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HomeMy WebLinkAboutCOHM-R003268-022026 Final LetterReference No: R003268-022026 Request Status: Sent for Legal Review Service Request Type: Public Records Request Priority: Medium Assigned To: Maria Jackson Customer Email: Name: Customer Phone: Create Date: 2/20/202611:35:26 AM Update Date: 3/4/2026 11:36:29 AM Last Reviewed: 3/4/202611:36:29 AM Source: Web : Public Information Center : City of Humble Pursuant to Texas Government Code, Ch, 552, I am requesting certain information, specifically: This request is to try and get information/design plans for a Lift Station, a subdivision (The Lakes at Townsen), and a street (Townsen Bld). The Subdivision, Thu Lakes at Townsen, consists of 16.4925 acres of land in the John Brown Jones 1/3 League, Abstract No 484, City of Humble, Harris County Texas. The address is 1636 River Rd. I have attached an unofficial copy of the recorded plat and tax certification. I have also attached a KMZ file of the location of this subdivision. I am looking for the design plans for this subdivision. The lift station is located approximately 1400 ft South if this subdivision down N Houston Ave, right next to Cool Tech Refrigeration Inc with an address off 1525 N Houston Ave 92564, Humble, TX 77338. I am looking for the design plans of this lift station. Lastly the street I am referring to is Townsen Blvd which is located approximately 800 feet to the east of the subdivision. I am looking for the design plans, as builts, or somethin of that nature to give me some data on Townsen Blvd. Please let me know if you have any questions. Date Range From: 05/16/1978 Date Range To: 02/20/2026 City of Humble Address or Location(s): 1636 River Rd, Humble, TX Townsen Blvd Preferred Method to Receive Records: Electronic via Customer Portal Clarifications Requested: Clarifications Received: Public Archive Summary: I agree that if the cost of my request is between $10 and $39.99, then I will pay that amount to obtain the requested records. I acknowledge that if the cost of my request is $40 or more, then I will receive a cost estimate before any work is done.: I agree Redaction Disclaimer: I acknowledge that the City of Humble will not provide me with any further notice that those types of information have been redacted.: I agree INDEX OF DRAWINGS SHEET NO.DESCRIPTION PLAN & PROFILES DETAILS VICINITY MAP 1 OF No: SHEET AREA MAP LOCATION PROJECT LOCATION PROJECT FILE NO. C.P.C. 101 PLAT Failure to provide both items could result in project delays. and apply for the HCFCD ROW under ROW Notification.http://apps.harriscountytx.gov/EPermits To apply for the HCFCD Right-of-Way Notification please go to .dcid@hcfcd.orgHCFCD at right-of-way. The HCFCD Right-of-Way Notification and 48-hour notice must be provided to Both are required prior to entering or working within Harris County Flood Control District 2.)HCFCD 48-hr Pre-Construction Notice 1.)HCFCD Right-of-Way Notification (permit) development permit package Notification. Be advised that the HCFCD Right-of-Way Notification is separate from the site Site plans must be approved prior to obtaining the required HCFCD Right-of-Way Construction in Harris County Flood Control District Right-of-Way requires: HUMBLE PUBLIC WORKS DIRECTOR OF DATE DATECITY ENGINEER DATE OF SIGNATURES NOTE: CITY SIGNATURES VALID FOR ONE YEAR ONLY AFTER REVISION BLOCK No.DATE DESCRIPTION HOUSTON PUBLIC WORKS FOR CONSTRUCTION PLANS TO SERVE WITHIN AND TOWNSEN LANDING SECTION 1-A INTERCONTINENTAL MUNICIPAL UTILITY DISTRICT WITHIN HARRIS COUNTY, TEXAS ZIP CODE: 77338 COUNTY: HARRIS KEY MAP: 335L, 335Q PAVING AND DRAINAGE IMPROVEMENTS WATER DISTRIBUTION, SANITARY SEWER, P A V I N G A N D D R A I N A G E I M P R O V E M E N T S W A T E R D I S T R I B U T I O N , S A N I T A R Y S E W E R , T O W N S E N L A N D I N G S E C T I O N 1 - A 8 F.C. No. 492066 H.C.M.R. TARGET CENTER - HUMBLE F.C. No. 492066 H.C.M.R. RESERVE "B" UNRESTRICTED RESERVE "D" UNRESTRICTED RESERVE "A" UNRESTRICTED HANNOVER ESTATES, LTD. 55. 54. 53. 52. 51. 50. 49. 48. 47. 46. 45. 44. 43. 42. 41. 40. 39. 38. 37. 36. 35. 34. 33. 32. 31. 30. 29. 28. 27. 26. 25. 24. 23. 22. 21. 20. 19. 18. 17. 16. 15. 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. HUMBLE DRIVEWAY 2 OF 2 HUMBLE DRIVEWAY 1 OF 2 HUMBLE DRAIANGE CONSTRUCTION 3 OF 3 HUMBLE DRAIANGE CONSTRUCTION 2 OF 3 HUMBLE DRAIANGE CONSTRUCTION 1 OF 3 HUMBLE WATER 3 OF 3 HUMBLE WATER 2 OF 3 HUMBLE WATER 1 OF 3 HUMBLE SANITARY 2 OF 2 HUMBLE SANITARY 1 OF 2 HUMBLE SWPPP SUBD 2 OF 2 HUMBLE SWPPP SUBD 1 OF 2 DETENTION POND "B" SECTIONS DETENTION POND "B" PLAN DETENTION POND "A" PLAN & SECTIONS TOWNSEN BOULEVARD TOWNSEN BOULEVARD TOWNSEN BOULEVARD TOWNSEN BOULEVARD SOUTH DETENTION POND "B" OUTFALL NORTH DETENTION POND "A" OUTFALL SHADOW PINES DRIVE PLEASANT LANDING DRIVE PLEASANT LAKE DRIVE TOWNSEN PINE DRIVE TOWNSEN PINE DRIVE TOWNSEN PINE DRIVE TOWNSEN PINE DRIVE DYNAMIC LANE RHYTHMIC STREET RHYTHMIC STREET MELODY LANE MELODY LANE HARMONY STREET HARMONY STREET ROMANTIC WAY / TURTLE DOVE RHAPSODY LANE RHAPSODY LANE RHAPSODY LANE RHAPSODY LANE LOT GRADING PLAN 2 OF 2 LOT GRADING PLAN 1 OF 2 SWPPP SITE PLAN 2 OF 2 SWPPP SITE PLAN 1 OF 2 PERMANENT SIGNING & STRIPING 1 OF 2 PERMANENT SIGNING & STRIPING 1 OF 2 STORM SEWER CALCULATIONS DRAINAGE AREA AND SHEET FLOW MAP 2 OF 2 DRAINAGE AREA AND SHEET FLOW MAP 1 OF 2 PAVING AND STORM SEWER LAYOUT 2 OF 2 PAVING AND STORM SEWER LAYOUT 1 OF 2 SANITARY SEWER AND WATER LAYOUT 2 OF 2 SANITARY SEWER AND WATER LAYOUT 1 OF 2 GENERAL NOTES COVER SHEET CITY OF HUMBLE STA. 42+00 TO STA. 47+00 STA. 37+00 TO STA. 42+00 STA. 32+00 TO STA. 37+00 STA. 27+00 TO STA. 32+00 STA. 14+00 TO END STA. 9+60 TO STA. 14+00 STA. 5+00 TO STA. 9+60 STA. 0+00 TO STA. 5+00 STA. 3+00 TO END STA. 0+00 TO STA. 3+00 STA. 3+20 TO END STA. 0+00 TO STA. 3+20 STA. 5+00 TO END STA. 2+00 TO STA. 5+00 STA. 14+00 TO STA. END STA. 10+00 TO STA. 14+00 STA. 5+00 TO STA. 10+00 STA. 0+00 TO STA. 5+00 J O B N o : P R E L I M B Y : F I N A L B Y : 34x22 34x22 3 : 1 8 : 0 6 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 0 1 - C o v e r . d g n P-____ P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR 57 www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering Atascocita Humble Atascocita o59 OLD RIDGE STREET P R I N C E E D W A R D C T . L A N D S H I R E D R I V E MARBLEHEAD DRIVE M A R B L E H E A D C T . CANTERTROT DRIVE INVERLOCK WAY K E A T S C T . J A R R O T T S Q U A R E H A V E N S E D G E C T . G U I L D W I C K C I R . Q U IN C Y C T . UPWOOD DR. FIELDTREE DR. UPWOOD RD. EL MBED DR. D R O X SHI R E D R. C A N TE R TR O T D R. ELM B EN D C T. FIE L D T R EE D R. G LE N CR E E K DR . SALZBURG CT. R U S H IR E S Q . BI R CH RI D G E D R. W T O W N S E N D B L V D . G EO FFR EY C T. H. C.C.F. N o . U8 6 5 3 7 2 ( R .O .W. WID T H VAR IE S ) T O W N S E N B O U L E V A R D H.C.C.F. No. U865373 (R.O.W. WIDTH VARIES) TOWNSEN BOULEVARD H.C.C.F. No. D153293 (R.O.W. WIDTH VARIES) TOW N SE N B OU L EVA RD H.C.C.F. No. R198927 (R.O. W. WIDT H V A RIES) U.S. HI G H W A Y No. 59 H.C.C.F. No. R474528 (R.O.W. WIDTH VARIES) U.S. HIGHWAY No. 59 H.C.C.F. No. R3 79 2 65 (R.O.W. WIDTH VARIES) U .S . H IGH WAY N o. 5 9 H.C.C.F. No . U865 372 (R.O.W. WIDTH VARIES) T O WN S E N B OU LE VAR D 140.0' R.O.W. R.O.W. 100.0' H.C.C.F. No. U8 4 8 215 ( R.O.W. WIDTH VARIES) TOW NSEN BOULEVARD W T O W N S E N D B L V D . W T O WN S E N D B L V D . TOWNSEND BLVD. U . S . H I G H WA Y 5 9 C AB A D 5 ' U .E. 16' U.E. 5' U.E. 16' U.E. 5' U.E. 8' U.E. 16' U.E. 1 6 ' U.E. 16' U.E. 16' U.E. 8' U.E. E 5' U.E. 5' U.E. 5' U.E.16' U.E. 16' U.E. 16' U.E. 16' U.E. 16' U.E. 16' U.E. 16 ' U.E. 16 ' U.E.16 ' U.E. RP-2017-396975 H.C.C.F. NO. 20' STM.S.E. RP-2017-396974 H.C.C.F. NO. 20' STM.S.E. TO WNSE N P INE DR. (60' R.O .W.) PLEASA N T LA N DING D R. (60' R.O.W.) PLEA SAN T LA KE DR. (60' R.O.W.) T O W N S E N P IN E D R . (6 0 ' R . O .W .) (60' R.O.W.) RH A PSO DY LA N E (6 0 ' R .O . W . ) H A R M O N Y S T R E E T (6 0 ' R . O .W .) M E L O D Y L A N E ( 6 0 ' R .O .W .) R H YT H M IC S T R E E T (6 0 ' R . O . W .) D Y N A M IC L A N E (60 ' R .O .W.) RO MAN T IC WA Y D RIVE SHA D OW PIN ES D RIV E TURTLEDOV E 5'W.L.E. 5'W.L.E. 5'W.L.E. 5'W.L.E. 5'W.L.E. 5'W.L.E. 5 ' W.L.E. 5 ' W.L.E. 5 ' W.L.E. 5'W.L.E. 5'W.L.E. 5 ' W.L.E. 5'W.L.E. 5 'W.L.E. 5'W.L.E. 5 'W.L.E. 5'W.L.E. 10'W.L.E. 5 ' S.S.E. 5 'S .S .E. 5'S.S.E. 5'W.L.E. 5'W.L.E. 160' U.E. S.S.E. 30'x30' 15'x30'S.S.E. 10'x25'W.L.E. 10'x25'W.L.E. 15'x30'S.S.E. S.S.E. 15'x30' STM.S.E. 15'x30' 10'x25'W.L.E. 10'x25'W.L.E. 15'x30'S.S.E. "X" SHADED FLOOD ZONE FLOOD ZONE "AE" " X" SHADED FLOOD ZONE FLOOD ZONE "AE" "X" SHADED FLOOD ZONE "X" SHADED FLOOD ZONE FLOOD ZONE "AE" FLOOD ZONE "AE" I NT E R CONT I NE NTAL M.U.D. I NT E R C ONT I NE NT AL M. U . D. INTERCONTINENTAL M.U.D. INTERCONTINENTAL M.U.D. I N T E R C O N T I N E N T A L M. U . D . I N T E R C O N T I N E N T A L M. U . D . INTERCONTINENTAL M.U.D. I NT E R C ONTI NENT AL M. U. D. 2 GENERAL NOTES 2No: SHEET OF J O B N o : DRAWING SCALE HORZ : VERT : 57 REVISION BLOCK P R E L I M B Y : F I N A L B Y : 34x22 34x22 No.DATE DESCRIPTION 3 : 1 8 : 0 7 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 0 2 - G e n e r a l N o t e s . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A P-____ P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR CITY OF HOUSTON GENERAL NOTES - OUTSIDE CITY LIMITS EXCAVATION. 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. 5. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR WRITING PRIOR TO COMMENCING CONSTRUCTION. 4. CONTRACTOR SHALL NOTIFY THE OFFICE OF THE CITY ENGINEER, DEPARTMENT OF PUBLIC WORKS AND ENGINEERING IN LINES, STORM DRAINAGE AND STREET PAVING" REFERENCED ABOVE, AT NO ADDITIONAL COST. DRAINAGE AND STREET PAVING" AND "STANDARD CONSTRUCTION DETAILS FOR WASTEWATER COLLECTION SYSTEMS, WATER ENGINEERING'S "STANDARD CONSTRUCTION SPECIFICATIONS FOR WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DAMAGES SHALL BE REPAIRED IN ACCORDANCE WITH THE CITY OF HOUSTON, DEPARTMENT OF PUBLIC WORKS AND 3. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING WATER, WASTEWATER AND STORM DRAINAGE LINES. PROCEEDING WITH ANY EXCAVATION. ONE CALL AT 713-223-4567/800-245-4545 AND LONE STAR ONE CALL AT 800-669-8344 AT LEAST 48 HOURS BEFORE VERIFY THE EXACT LOCATIONS IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS 2. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN BASED ON THE BEST AVAILABLE INFORMATION. CONTRACTOR SHALL PUBLIC WORKS AND ENGINEERING. SYSTEMS, WATER LINES, STORM DRAINAGE, AND STREET PAVING PUBLISHED BY THE CITY OF HOUSTON, DEPARTMENT OF LINES, STORM DRINAGE, AND STREET PAVING AND STANDARD CONSTRUCTION DETAILS FOR WASTEWATER COLLECTION EDITION OF THE PUBLICATION STANDARD CONSTRUCTION SPECIFICATIONS FOR WASTEWATER COLLECTION SYSTEMS, WATER 1. CONSTRUCT WASTEWATER COLLECTION SYSTEMS, WATER LINES AND STORM DRAINAGE IN ACCORDANCE WITH THE LATEST SAME SHALL BE PART OF THIS JOBS SPECIFICATIONS. AND "INFRASTRUCTURE DESIGN MANUAL" AT THE CITY FILE ROOM. SYSTEMS, WATER LINES, STORM DRAINAGE AND STREET PAVING", CONSTRUCTION DETAILS FOR WASTEWATER COLLECTION LINES, STORM DRAINAGE AND STREET PAVING", "STANDARD SPECIFICATIONS FOR WASTEWATER COLLECTION SYSTEMS, WATER OF THE PUBLICATIONS "STANDARD CONSTRUCTION THE CONTRACTOR SHALL OBTAIN A COPY OF THE LATEST EDITION SANITARY SEWER CONSTRUCTION NOTES BLOW-OFFS/EJECTIONS. EXPOSED REBARS WELDED TO THE FRAME: OR OTHER EQUALLY SECURED METHODS TO PREVENT MH COVER/FRAME UNERLYING MH STRUCTURE WITH: EITHER SECURELY ATTACHED EMBEDDED ANCHOR BOLTS; OR THE CONCRETE MH'S BE SOLID (NO AIR HOLES). SAID FRAME SHALL BE BOTH EMBEDDED INTO THE MH'S TOP ALSO SECURELY ANCHORED TO THE COUNTER-SUNK HEXHEAD COARSE THREADED 1/2"-13 UNC STAINLESS STEEL BOLTS. THE HEAVY DUTY FRAME MH COVER WILL ATTACHED AND SEALED TO ITS COMPATIBLE GASKETED FRAME BY USING BOTH: A NEOPRENE GASKET: AND (AT LEAST) 4 SEALED. THE (VULCAN, NEENAH OR EQUAL) HEAVY DUTY BOLTED SOLID MH COVER WILL BE PROPERLY (AND SECURELY) 19.FOR SANITARY MANHOLES (MH) RIMS SET LESS THAN 1' (ONE FOOT) ABOVE THE FLOODPLAIN ELEVATION, MANHOLES WILL BE WHERE L = LENGTH OF LINE OF SAME PIPE SIZE IN FEET. 18"1020 SECONDS OR 7.693(L) FOR TEST LENGTHS GREATER THAN 133' 15"850 SECONDS OR 5.342(L) FOR TEST LENGTHS GREATER THAN 159' 10"567 SECONDS OR 2.374(L) FOR TEST LENGTHS GREATER THAN 239' 8"454 SECONDS OR 1.520(L) FOR TEST LENGTHS GREATER THAN 298' 6" 340 SECONDS OR 0.855(L) FOR TEST LENGTHS GREATER THAN 398' P.S.I.G. SHALL BE AS FOLLOWS: OF PIPE LESS THAN 36" (INCH) AVERAGE INSIDE DIAMETER, THE MINIMUM ALLOWABLE TIME FOR PRESSURE DROP FROM 3.5 B. LOW- PRESSURE AIR TEST: PERFORM TEST ACCORDING TO UNI-B-6-90 OR OTHER APPROPRIATE PROCEDURES. FOR SECTIONS GALLONS PER INCH DIAMETER PER MILE OF PIPE PER 24 HOURS AT A MINIMUM TEST HEAD OF TWO (2) FEET. A. INFILTRATION OR EXFILTRATION TEST: TOTAL LEAKAGE AS DETERMINED BY A HYDROSTATIC HEAD TEST SHALL NOT EXCEED 50 TITLE 30317.2 WITHIN THE SPECIFIED TOLERANCES ON ALL GRAVITY SEWERS. 18.INFILTRATION, EXFILTRATION OR LOW- PRESSURE AIR TEST: EITHER OF THE FOLLOWING TESTS SHALL BE PERFORMED AS PER TAC, SEWER MANHOLES AND LINES. 17.CONTRACTOR SHALL PROVIDE FOR MINIMUM HORIZONTAL CLEARANCE OF 9 FEET BETWEEN WATERLINES AND SANITARY WATERLINE. WHEN WATERLINE IS BELOW SANITARY SEWER PROVIDE MINIMUM 2 FOOT SEPARATION. OF ONE 18' JOINT OF 150 PSI DUCTILE IRON OR (GREEN) C900 PVC PIPE MEETING ASTM SPECIFICATION D2241 CENTERED ON 16.ALL SANITARY SEWERS CROSSING WATERLINE WITH A CLEARANCE BETWEEN 12 INCHES AND 9 FEET SHALL HAVE A MINIMUM OTHER WISED NOTED. 15.SANITARY SEWERS MANHOLES WILL HAVE BEDDING AND BACKFILL PER CITY OF HOUSTON DRAWING NO. 02317-08 UNLESS WHERE CITY REQUIREMENTS ARE OF HIGHER STANDARDS. CODE, TITLE 30 CHAPTER 317, "DESIGN CRITERIA FOR SEWERAGE SYSTEMS" SHALL GOVERN WHERE CONFLICTS EXIST EXCEPT PERFORMED ON THE TOTAL FOOTAGE OF SEWER LINE INCLUDED IN THE PROJECT. REQUIREMENTS OF TEXAS ADMINISTRATIVE AND ALL CURRENT AMENDMENTS THERETO AND BE SUBJECT TO A STANDARD EXFILTRATION TEST. TESTS ARE TO BE SPECIFICATION FOR WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE, STREET PAVING, AND TRAFFIC" 14.ALL SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF HOUSTON'S "STANDARD CONSTRUCTION IS 6". 13.ALL SANITARY SEWER LEADS SHALL BE INSTALLED AT 0.70 % GRADE UNLESS OTHERWISE NOTED ON PLANS. MINIMUM LEAD SIZE STANDARD CONSTRUCTION SPECIFICATION NO. 02533. NO BALL-TYPE MANDRELS TO BE USED. 12.ALL SANITARY SEWERS SHALL BE TESTED FOR DEFLECTION IN ACCORDANCE WITH ASTM 3034D AND CITY OF HOUSTON DESIGN MANUAL" (JULY 2012) CHAPTER 7.03J AS CURRENTLY AMENDED SHALL GOVERN. SEPARATION DISTANCE CANNOT BE ACHIEVED, THE GUIDELINES SET FORTH IN THE CITY OF HOUSTON "INFRASTRUCTURE NINE FEET (9') IN ALL DIRECTIONS AND PARALLEL LINES MUST BE INSTALLED IN SEPARATE TRENCHES. WHERE THE NINE FOOT (9') 11.WHEN WATER LINES AND SANITARY SEWER LINES ARE INSTALLED, THEY SHALL BE INSTALLED NO CLOSER TO EACH OTHER THAN GRADE, BACKFILLED AND SLOPED FOR SURFACE WATER DRAINAGE AWAY FROM MANHOLE RIMS. 10.ALL SANITARY SEWER MANHOLE RIMS SHALL BE SET THREE (3) TO SIX (6) INCHES ABOVE THE SURROUNDING LEVELS OF FINISHED CONCRETE MANHOLES WILL BE ALLOWED ON THIS PROJECT. CONSTRUCTION DETAILS NO. 02082-01(10-01-2002), 02082-02(07-01-2010), AND 02082N-02. ONLY PRECAST REINFORCED 9. ALL SANITARY SEWER MANHOLE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF HOUSTON STANDARD CEMENT STABILIZED SAND SHALL MEET COMPRESSIVE STRENGTH AS REQUIRED BY CITY OF HOUSTON SPECIFICATIONS. APPLICABLE, WITH 1 1/2 SACK CEMENT/CY STABILIZED SAND BACKFILL UP TO THE BOTTOM OF THE PAVEMENT SUBGRADE. OR FUTURE CURBS SHALL HAVE BEDDING PER CITY OF HOUSTON DRAWING NUMBERS 02317-01, 02317-02, OR 02317-03 AS 8. ALL SANITARY SEWER LINES UNDER PROPOSED OR FUTURE PAVEMENT AND TO A POINT ONE (1) FOOT BACK OF ALL PROPOSED SUBSIDIARY TO THE PAY ITEM FOR SANITARY SEWER PIPE AND SHALL NOT BE PAID FOR DIRECTLY. CONSTRUCTION DETAILS NO. 02317- 02, AND 02317-03 FOR STABLE TRENCHES. BACKFILL SHALL BE CONSIDERED AS 7. ALL SANITARY SEWER SHALL BE INSTALLED, BEDDED AND BACKFILLED IN ACCORDANCE WITH CITY OF HOUSTON STANDARD THOROUGHLY CLEANED, TESTED AND ACCEPTED BY THE ENGINEER. 6. NO CONNECTIONS SHALL BE MADE TO EXISTING SANITARY SEWER LINES UNTIL ALL PROPOSED SEWER LINES HAVE BEEN "POLYLINE" BY US PIPE OR "POLYBOND" BY AMERICAN C.I.P. SHALL BE LINED WITH 40-50 MILS OF POLYETHYLENE LINING TO COVER ALL SURFACES EXPOSED TO SANITARY SEWAGE. USE 5. DUCTILE IRON PIPE SHALL BE ENCASED WITH TWO COMPLETE WRAPS OF 8 MIL THICKNESS EACH OF POLYETHYLENE WRAP AND 4. IF THE SANITARY LEADS HAVE LESS THAN FOUR (4) FEET OF TOP COVER USE DUCTILE IRON PIPE FOR SANITARY SEWER LEADS. 3. THE "Y" FITTING ON THE SANITARY SEWER LEAD SHALL BE INSIDE OF STREET RIGHT-OF-WAY OR IN AN EASEMENT. OF HOUSTON UPON COMPLETION OF CONSTRUCTION. 2. STACKS SHALL BE SHOWN ON THE PLANS. EXACT LOCATION OF STACKS SHALL BE SUPPLIED TO THE ENGINEER AND THE CITY AND RUBBER GASKET BELL-AND-SPIGOT TYPE JOINT ENDS. USE ABOVE SAID PIPE UNLES OTHER PIPE TYPE(S) IS/ARE REQUIRED. ADAPTERS AND SHALL HAVE A CELL CLASSIFICATION OF 12364-B AS DEFINED IN ASTM D-1784 AND SHALL HAVE DIP SIZE OD 1. ALL SDR-26 PVC PIPE SHALL MEET ASTM SPECIFICATION D3034 AND USE "FULL BODIES" SDR-26 PVC FITTINGS WITH APPROPRIATE STREET, BRIDGE AND RIGHT-OF-WAY NOTES ON EACH STREET. HYDRANT LOCATIONS BY THE PAVING CONTRACTOR. HYDRANTS LOCATED AT INTERSECTIONS SHALL HAVE A BUTTON PLACED 15. DOUBLE REFLECTORIZED BLUE TRAFFIC MARKERS SHALL BE PLACED 6-INCHES OFFSET OF THE CENTERLINE OF ALL FIRE PERMITS/WORK ORDERS FOR STREET CONSTRUCTION. ENGINEERING AT 832-394-9386 OR 832-394-8851 AND COMPLY WITH ALL REQUIREMENTS FOR THE ISSUANCE OF NECESSARY 14. PRIOR TO STREET CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF PUBLIC WORKS AND THERETO, AT NO COST TO THE CITY OF HOUSTON. PUBLIC WORKS AND ENGINEERING “STANDARD CONSTRUCTION SPECIFICATIONS”WITH LATEST ADDENDA AND AMENDMENTS TRAFFIC SIGNAL CONDUITS, ALL DAMAGES SHALL BE REPAIRED IN ACCORDANCE WITH THE CITY OF HOUSTON, DEPT. OF 13. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES TO EXISTING WATER, WASTEWATER, STORM SEWER AND SYSTEMS, WATER LINES, STORMS DRAINAGE AND STREET PAVING”. SHOULD BE CONSISTENT WITH THE MINIMUM STANDARD ESTABLISHED IN THE “DESIGN MANUAL FOR WASTEWATER COLLECTION LINES, STORM DRAINAGE AND STREET PAVING”UNLESS OTHERWISE NOTED AND APPROVED ON THESE PLANS. THE DESIGN CONSTRUCTION SPECIFICATIONS”AND “STANDARD CONSTRUCTION DETAILS FOR WASTEWATER COLLECTION SYSTEMS. WATER ACCORDANCE WITH THE CITY OF HOUSTON, DEPARTMENT OF PUBLIC WORKS AND ENGINEERING’S “STANDARD 12. WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE AND STREET PAVING SHALL BE CONSTRUCTED IN WHERE SIDEWALKS EXIST AND THE EXISTING CURB OR SIDEWALK IS DAMAGED OR REMOVED DURING CONSTRUCTION. 11. WHEEL CHAIR RAMPS SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF HOUSTON STANDARDS AT ALL INTERSECTIONS TRENCHING AND SHORING AS SPECIFIED IN CITY OF HOUSTON ORDINANCE #87-1457. 10. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND STATE OF TEXAS LAW CONCERNING EXCAVATION, OF EXCAVATION. 9. CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG AREAS EXISTING SLAB WITH “PO ROC”OR EQUAL. DOWELS. HORIZONTAL DOWELS SHALL BE #6 BARS. 24”LONG. 24”C-C. DRILLED AND EMBEDDED 8”INTO THE CENTER OF THE 8. EXPOSED 15”OF REINFORCING STEEL AT PROPOSED SAWED JOINT, IF NO REINFORCING STEEL EXISTS, USE HORIZONTAL STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO SATISFACTION OF THE OWNING AUTHORITY. 7. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR PRIOR TO STARTING WORK. 6. CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY. UPON COMPLETION OF JOB, SHALL BE AS GOOD AS OR BETTER THAN REPLACED TO CITY OF HOUSTON STANDARDS, WITH LATEST ADDENDUM’S AND AMENDMENTS THERETO. 5. EXISTING PAVEMENTS, CURBS, DRIVEWAYS, AND SIDEWALKS DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE 4. CONTRACTOR SHALL PROVIDE SILT BARRIER FENCE ON ALL STAGE 1 CURB INLETS. PLACE AFTER UNDERGROUND CONTRACT IS COMPLETE. 3. UTILITY CONTRACTOR SHALL PROVIDE TEMPORARY SILT BARRIER FENCE ON ALL NON-CURB INLETS WHICH WILL REMAIN IN WITHIN 10 WORKING DAYS. 95% STANDARD PROCTOR DENSITY PRIOR TO INSTALLATION OF WATER LINE AND FILL AREA SHALL BE SEEDED AND FERTILIZED 2. FILL AREAS ON PLANS SHALL BE FILLED IN LAYERS NOT EXCEEDING 8”IN DEPTH AND EACH COMPACTED TO NOT LESS THAN construction/index.htm. http://documents.publicworks.houstontx.gov/document-center/engineering-and- STANDARDS ESTABLISHED IN THE “INFRASTRUCTURE DESIGN MANUAL”REFERENCED AT PAVING”UNLESS OTHERWISE NOTED AND APPROVED ON THESE PLANS. THE DESIGN IS CONSISTENT WITH THE MINIMUM CONSTRUCTION DETAILS FOR WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE, AND STREET 1. DEPARTMENT OF PUBLIC WORKS AND ENGINEERING’S “STANDARD CONSTRUCTION SPECIFICATIONS”AND “STANDARD TRAFFIC NOTES MAY BE DENIED. CALL 713-837-7280 FOR AN APPLICATION. PRIOR TO THE DATE FOR WHICH THE CLOSURE IS SOUGHT. NOTE THAT WORKING HOURS MAY BE RESTRICTED OR THE REQUEST MAINTENANCE BRANCH BEFORE CLOSING A LANE/SIDEWALK. THE REQUEST MUST BE MADE AT LEAST THREE BUSINESS DAYS 8. CONTRACTOR MUST SECURE "LANE/SIDEWALK CLOSURE PERMITS" FROM THE CITY'S TRAFFIC MANAGEMENT AND INSPECTION AT JOB SITE AT ALL TIMES. 7. APPROVED COPIES OF "TRAFFIC CONTROL PLANS" AND LANE/SIDEWALK CLOSURE PERMITS SHALL BE AVAILABLE FOR TEXAS. THE PLANS WILL BECOME A PART OF THE CONTRACT DRAWINGS. *THESE PLANS SHALL BE DRAWN TO SCALE ON REPRODUCIBLE MYLARS AND SEALED BY A LICENSED ENGINEER IN THE STATE OF OF PLANS* TO THE PLAN REVIEW SECTION FOR APPROVAL TEN WORKING DAYS PRIOR TO IMPLEMENTATION. WHAT IS OUTLINED IN THE CONTRACT DRAWINGS, (S)HE SHALL BE RESPONSIBLE TO PREPARE AND SUBMIT AN ALTERNATE SET b.)IF CONTACTOR CHOOSES TO USE A DIFFERENT METHOD OF "TRAFFIC CONTROL PLANS" DURING THE CONSTRUCTION THAN IMPLEMENTATION. PREPARE PLANS* AND SUBMIT TO THE PLAN REVIEW SECTION FOR APPROVAL TEN WORKING DAYS PRIOR TO 6. a.)IN THE EVENT WHEN NO "TRAFFIC CONTROL PLANS" EXIST AS PART OF CONTRACT DRAWINGS, THE CONTRACTOR SHALL 5. OFF DUTY UNIFORMED POLICE OFFICER(S)/FLAGGER(S) IS/ARE REQUIRED TO DIRECT TRAFFIC WHEN LANES ARE BLOCKED. AND OPEN LANES FOR NORMAL TRAFFIC FLOW. 4. CONTRACTOR SHALL COVER OPEN EXCAVATIONS WITH STEEL PLATES ANCHORED PROPERLY DURING NON-WORKING HOURS, b.)CONTRACTOR SHALL MAINTAIN TRAFFIC LANES ACCORDING TO TRAFFIC CONTROL PLANS DURING WORKING HOURS. 3. a.)CONTRACTOR SHALL MAINTAIN ONE LANE OF TRAFFIC IN EACH DIRECTION DURNG WORKING HOURS. c.) NO WORK,AND LANES SHALL BE CLOSED IN RESIDENTIAL AREA FROM 7:00 PM TO 7:00 AM. b.) NO LANES SHALL BE CLOSED DURING THE HOURS OF 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PM MONDAY THRU FRIDAY. DOWNTOWN/MIDTOWN AREA. 2. a.) NO LANES SHALL BE CLOSED DURING THE HOURS OF 5:30 AM TO 7:00 PM MONDAY THRU FRIDAY IN THE CONSTRUCTION. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD, MOST RECENT EDITION WITH REVISIONS) DURING 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE TEXAS WATER LINE CONSTRUCTION NOTES CITY OF HOUSTON STANDARD CONSTRUCTION SPECIFICATION NO.02514. 16.SANITARY PRECAUTIONS MUST BE TAKEN DURING WATERLINE CONSTRUCTION, AS CALLED FOR BY AWWA STANDARDS AND SEPARATE PAY) 15.UTILITY CONTRACTOR TO TURN FIRE HYDRANTS AND MAKE ALL FINAL ADJUSTMENTS AFTER COMPLETION OF PAVING. (NO 22 INCHES ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED ON PLANS. WITHIN ESPLANADES: WHERE FIRE HYDRANTS SHALL BE SEVEN FEET (7') BEHIND BACK OF CURB) AND WITH STREAMER NOZZLE 14.ALL FIRE HYDRANTS SHALL BE LOCATED AS SHOWN ON THE PLANS AND SET THREE FEET (3') BEHIND BACK OF CURB (EXCEPT WATERLINE AND SHALL NOT BE PAID FOR DIRECTLY. HOUSTON STANDARD CONSTRUCTION DETAIL NO. 02317-04. COST OF BANK SAND TO BE INCLUDED IN UNIT COST FOR 13.ALL WATER LINES SHALL BE ENCASED IN BANK SAND, AND BEDDED AND BACKFILLED IN ACCORDANCE WITH CITY OF CONSTRUCTION IS NOT IN PROGRESS. EXCLUDE INSECTS, ANIMALS OR OTHER SOURCES OF CONTAMINATION FROM UNFINISHED PIPE LINES AT TIMES WHEN 12.CONTRACTOR SHALL KEEP WATER PIPE CLEAN AND CAPPED (OR OTHERWISE EFFECTIVELY COVERED) OPEN PIPE ENDS TO FITTINGS. CROSSING UNLESS OTHERWISE NOTED ON PLANS. ALL WATER LINE INSTALLED OVER 8’ DEEP SHALL UTILIZE RESTAINED JOINT 11.ALL WATER LINES TO HAVE 4’ MINIMUM COVER TO FINISHED GRADE AND MINIMUM 12” CLEARANCE TO OTHER UTILITIES AT INCLUDED IN THE PROJECT. STANDARD CONSTRUCTION SPECIFICATIONS. TESTS ARE TO BE PERFORMED ON THE ENTIRE FOOTAGE OF WATER PIPE LINE 10.HYDROSTATIC TESTING: ALL WATER PIPE SHALL BE TESTED FOR LEAKAGE IN ACCORDANCE WITH THE LASTEST CITY OF HOUSTON ON FITTINGS PER ANSI A21.10 PRESSURE RATED AT 250 PSIG. 9. 4”THRU 12”FITTINGS SHALL BE CEMENT MORTAR LINED COMPACT DUCTILE IRON PRESSURE FITTINGS PER ANSI A21.53, OR PUSH CALLED OUT ON THE PLANS. 8. ALL BELOW GRADE VALVES SHALL BE GASKETED, HUB-END GATE VALVES WITH A CAST IRON BOX, EXCEPT WHERE FLANGES ARE REPEATED IF CONTAMINATION PERSISTS. AT LEAST ONE BACTERIOLOGICAL SAMPLE SHALL BE COLLECTED FOR EVERY 1,000 LINEAR FEET OF WATER LINE AND SHALL BE 7. ALL WATER LINES TO BE DISINFECTED IN CONFORMANCE WITH AWWA C-651 AND THE TEXAS STATE DEPARTMENT OF HEALTH. SHALL BE OF THE RESILIENT SEAT TYPE. 6. ALL WATER VALVES SHALL BE SUPPLIED AND INSTALLED IN ACCORDANCE WITH THE LASTEST EDITION OF AWWA C-500 AND 5. ALL WATER LINE AND SEWER LINE CROSSINGS SHALL BE CONSTRUCTED PER CITY OF HOUSTON AND TCEQ REGULATIONS. WITHIN ONE (1) FOOT OF SUBGRADE. FUTURE CURBS SHALL BE ENCASED IN BANK SAND TO 12”OVER PIPE AND BACKFILLED WITH CEMENT STABILIZED SAND TO 4. ALL WATER LINES UNDER PROPOSED OR FUTURE PAVING AND TO A POINT OF ONE (1) FOOTBACK OF ALL PROPOSED OR PREVENTING MOVEMENT OF 16”OR GREATER PIPE IS NECESSARY DUE TO THRUST. 3. CONCRETE THRUST BLOCKS SHALL BE PROVIDED AS NECESSARY TO PREVENT PIPE MOVEMENT. USE RESTRAINED JOINTS WHERE 8-MIL POLYETHYLENE SHEETS. THRU 54” DI PIPE WATER LINES SHALL BE AWWA C151 WITH INSIDE LINING WITH AWWA C104 AND DOUBLE WRAPPED WITH WATER SERVICE LINE TO BE CONTINUOUS TYPE K COPPER TUBING PER COH STANDARD SPECIFICATION SECTION 02503. ALL 4” 2. ALL 4” THROUGH 12” WATER LINE TO BE AWWA C-900 PVC DR-18 BLUE PRESSURE RATED WATER MAIN WITH 2” AND SMALLER MANUAL, STANDARD SPECIFICATION, AND CONSTRUCTION DETAILS. 1. WATER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LASTEST CITY OF HOUSTON INFRASTRUCTURE DESIGN STANDARD HCFCD NOTES FOR CONSTRUCTION DRAWINGS APPROPRIATE JURISDICTIONAL AUTHORITY. NO FILL IS TO BE PLACED WITHIN A DESIGNATED FLOOD PLAIN AREA WITHOUT FIRST OBTAINING A FILL PERMIT FROM THE 10. REMOVE ALL EXCAVATED MATERIAL FROM THE HARRIS COUNTY FLOOD CONTROL DISTRICT OR DRAINAGE RIGHT-OF-WAY. 9. MAINTAIN FLOW IN CHANNEL DURING CONSTRUCTION AND RESTORE CHANNEL TO ORIGINAL CONDITION. CONDITIONS IN THE CHANNEL. DETENTION BASINS, ENSURE NO WATER IS ABOVE THE DESIGN LEVEL IN THE WET BOTTOM DURING NORMAL WATER SURFACE NORMAL WATER SURFACE CONDITIONS IN THE CHANNEL, SO THE FACILITY WILL FUNCTION AS INTENDED. FOR WET BOTTOM ENSURE NO WATER REMAINS IN THE FACILITY(STORM SEWER, LATERAL CHANNEL, OR DRY BOTTOM DETENTION BASIN) DURING 8. EXCAVATE CHANNEL FLOWLINE TO DESIGN ELEVATION AS SHOWN ON PLANS AND DOWNSTREAM, AS NECESSARY, TO - EXCAVATING AND BACKFILLING, OR EQUIVALENT. 7. BACKFILL IN ACCORDANCE WITH THE HARRIS COUNTY FLOOD CONTROL DISTRICT STANDARD SPECIFICATION, SECTION 02315 OF LIVE BERMUDA GRASS AND NO EROSION OR RILLS DEEPER THAN 4". BOTTOM AND WHERE STRUCTURAL EROSION MEASURES ARE USED. MINIMUM ACCEPTANCE CRITERIA ARE 75% COVERAGE 6. ESTABLISH TURF GRASS ON ALL DISTURBED AREAS WITHIN THE CHANNEL OR DETENTION RIGHT-OF-WAY, EXCEPT THE CHANNEL FINAL ELEVATIONS AND LOCATIONS SHALL BE FIELD VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. 5. BACKSLOPE SWALE AND INTERCEPTOR STRUCTURE ELEVATIONS AND LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. 4. PROTECT, MAINTAIN AND RESTORE EXISTING BACKSLOPE DRAINAGE SYSTEMS. EASEMENTS SHALL BE STAKED AND FLAGGED. FLOOD CONTROL DISTRICT RIGHT-OF-WAY. PRIOR TO REQUESTING INSPECTION, THE DRAINAGE RIGHT-OF-WAY AND/OR DISTRICT'S PROPERTY MANAGEMENT DEPARTMENT REQUESTING INSPECTION OF ITEMS CONSTRUCTED IN HARRIS COUNTY 3. ENGINEER SHALL SUBMIT CERTIFICATION LETTER AND RECORD DRAWINGS TO THE HARRIS COUNTY FLOOD CONTROL HAND DELIVERY, OR FAX TO 713-684-4129 (FAX NUMBER). APPLICABLE, TO: HCFCD, 9900 NORTHWEST FREEWAY, HOUSTON, TEXAS, 77092, ATTN: PROPERTY MANAGEMNENT DEPT. BY APPROVED CONSTRUCTION DRAWINGS, AND A COPY OF THE CORPS OF ENGINEERS INDIVIDUAL SECTION 404 PERMIT, IF HOURS PRIOR TO CONSTRUCTION. SUBMIT THE HCFCD 48 HOUR PRE-CONSTRUCTION NOTIFICATION FORM, A COPY OF THE 2. NOTIFY THE HARRIS COUNTY FLOOD CONTROL DISTRICT'S, PROPERTY MANAGEMENT DEPARTMENT IN WRITING AT LEAST 48 COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY. FROM ENGINEER, IF NECESSARY. OBTAIN PERMIT (CERTIFICATION) FROM HARRIS COUNTY ENGINEER TO ENTER HARRIS 1. OBTAIN AND COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL PERMITS AND APPROVALS, WITH ASSISTANCE GENERAL CONSTRUCTION NOTES PLAT OR RECORDED INSTRUMENT FOR OFFSITE EASEMENTS. 19.ALIGNMENT, CENTERLINE CURVE DATA AND STATIONING TO BE VERIFIED FROM APPROVED SUBDIVISION PLAT OR APPROVED 18.ALL EXISTING FENCES LOCATED WITHIN THE PROPERTY LINES OF THIS PROJECT TO BE REMOVED. CONSTRUCTION. MOISTURE CONTENT SHALL BE WITHIN 2% OF OPTIMUM. ALL TRENCH BACKFILL SHALL BE CONSIDERED INCIDENTAL TO UTILITY 17.ALL TRENCH BACKFILL FOR UTILITIES SHALL BE COMPACTED TO AT LEAST 95% OF MAXIMUM DENSITY PER ASTM D-698. BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. 16.FINAL ACCEPTANCE OF THE UTILITIES WILL NOT BE GIVEN TO THE CONTRACTOR UNTIL THEY ARE INSPECTED AND APPROVED 15.ALL EXISTING SWALES TO BE CLEANED AND MUCKED FREE FROM ANY VEGETATION PRIOR TO PLACEMENT OF FILL MATERIAL. COMMENCEMENT OF WORK. STRIPPINGS SHALL BE DISPOSED OF OFFSITE BY THE CONTRACTOR. NO SEPARATE PAY. AND EQUIPMENT STORAGE, AND ALL CONSTRUCTION AREAS, SHALL BE STRIPPED OF ALL VEGETATION PRIOR TO 14.ALL AREAS AFFECTED BY CONTRACTOR'S OPERATIONS, INCLUDING BUT NOT LIMITED TO ACCESS ROADS, AREAS OF MATERIAL PROVISION NO. 1 TO SPECIFICATIONS FOR SEWER CONSTRUCTION. APPROVED BY THE ENGINEER. MEASUREMENT AND PAYMENT OF THESE ITEMS SHALL BE IN ACCORDANCE WITH SPECIAL 13.WHEN TRENCH CONDITIONS REQUIRE THE USE OF WELL POINTS, THIS SHALL BE REQUESTED BY THE CONTRACTOR AND 12.NO MANHOLES SHALL BE LOCATED WITHIN PAVING LIMITS, UNLESS OTHERWISE NOTED ON THESE PLANS. ELEVATION AT RIGHT-OF-WAY LINE, UNLESS OTHERWISE NOTED ON THESE PLANS. 11.MANHOLE RIM ELEVATIONS SHALL BE TWO (2) INCHES ABOVE A STRAIGHT LINE FROM TOP OF CURB TO FINISHED GRADE SEPARATE PAY. 10.CONTRACTOR SHALL REMOVE EXISTING PLUGS AND CONNECT TO EXISTING UTILITY LINES AS INDICATED ON PLANS. NO NECESSARY TEST EQUIPMENT AT NO SEPARATE PAY. PAVING" (OCTOBER 2002) INCLUDING ALL REVISIONS AND AMENDMENTS THERETO. CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SPECIFICATIONS FOR WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE AND STREET 9. SEWER MATERIALS, CONSTRUCTION AND TESTING SHALL BE IN COMPLIANCE WITH THE CITY OF HOUSTON "STANDARD CONSTRUCTION ACTIVITY ON A DAILY BASIS. NO SEPARATE PAY. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING THE MUD AND/OR DIRT DEPOSITED ON EXISTING PAVEMENT DUE TO HIS EXPENSE. REPLACED TO HARRIS COUNTY DESIGN AND CONSTRUCTION STANDARDS AS CURRENTLY AMENDED AT CONTRACTOR'S 7. EXISTING PAVEMENTS, CURBS, SIDEWALKS, AND DRIVEWAYS DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE CONDITION PRIOR TO STARTING WORK. 6. CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON COMPLETION OF JOB, SHALL BE AS GOOD OR BETTER THAN THE UNIFORM TRAFFIC CONTROL DEVICES" SHALL BE OBSERVED. UNIFORM TRAFFIC CONTROL DEVICES" AS CURRENTLY AMENDED. GUIDELINES SET FORTH IN THE "TEXAS MANUAL ON 5. ALL TEMPORARY AND PERMANENT SIGNAGE MUST COMPLY WITH THE MOST CURRENT EDITION OF THE "TEXAS MANUAL ON PERMITS THAT CAN BE ISSUED TO CONTRACTOR WILL BE OBTAINED AT HIS EXPENSE. AND PUBLIC UTILITIES OR RAILROADS AFFECTED BY HIS OPERATIONS PRIOR TO COMMENCEMENT OF WORK. REQUIRED 4. CONTRACTOR SHALL GIVE NOTICE TO ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS, OR PERSONS IN CHARGE OF PRIVATE HOUSTON, TEXAS 77092-8620. FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTON AT 10555 NORTHWEST FREEWAY, SUITE 120, IN ADVANCE OF COMMENCING UTILITY AND/OR PAVING CONSTRUCTION AT (713-274-3931) AND WRITTEN NOTIFICATION 3. THE CONTRACTOR(S) SHALL NOTIFY HARRIS COUNTY ENGINEERING DEPARTMENT - PERMIT OFFICE TWENTY-FOUR (24) HOURS AND/OR CULVERTS WITHIN HARRIS COUNTY ROAD RIGHTS-OF-WAY. 2. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY, TEXAS PRIOR TO STARTING CONSTRUCTION OF UTILITIES OBTAINED AT HIS EXPENSE. MANAGEMENT" PRIOR TO STARTING CONSTRUCTION. REQUIRED PERMITS THAT CAN BE ISSUED TO CONTRACTOR WILL BE 1. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY THE "REGULATIONS OF HARRIS COUNTY, TEXAS FOR FLOOD PLAIN OPENINGS AND LEFT TURN LANES HARRIS COUNTY CONSTRUCTION NOTES FOR ESPLANADE starting construction of utilities and/or culverts within Harris County road rights-of-way. 16. OWNER OR OWNER’’S AGENT to obtain all permits and notification(s) required by Harris County, Texas prior to Contact Harris County Permit Office at (713) 274-3931. Division - Permit Office required prior to construction of utilities or left turn lanes within Harris County rights-of-way””. 15. NOTE: ““Notification(s) issued by Harris County Public Infrastructure Department – Architecture and Engineering 14. Include Harris County Pavement Marking Detail as a part of the construction drawings. 13. Include Harris County Drawing SD-1 as part of the construction drawings. 12. Guidelines set for in the ““Manual on Uniform Traffic Control Devices””shall be observed. amendments of the same. Infrastructure””relating to the approval and acceptance of improvements in subdivisions or re-subdivisions and/or 11. Paving shall be in accordance with the ““Regulations of Harris County, Texas for the Approval and Acceptance of 10555 Northwest Freeway, Suite 146, Houston, TX 77092. written notification forty-eight (48) hours in advance of commencing construction for residential development at Division ––Permit Office twenty-four (24) hours in advance of commencing construction at (713) 274-3931 and 10. The contractor shall notify the Harris County Public Infrastructure Department ––Architecture and Engineering COMMENCING CONSTRUCTION FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENT. CONSTRUCTION AT (713) 274-3931 AND WRITTEN NOTIFICATION FORTY-EIGHT (48) HOURS IN ADVANCE OF ENGINEERING DIVISION ––PERMIT OFFICE TWENTY-FOUR (24) HOURS IN ADVANCE OF COMMENCING 9. THE CONTRACTOR SHALL NOTIFY THE HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT ––ARCHITECTURE AND SACK CEMENT STABILIZED SAND TO WITHIN ONE (1) FOOT OF SUBGRADE. 8. ALL SEWERS UNDER OR WITHIN ONE (1) FOOT OF PROPOSED OR FUTURE PAVEMENT SHALL BE BACKFILLED WITH 1-1/2 CENTER OF ESPLANADE. 7. SLOPE ON PROPOSED CONCRETE LEFT TURN SLOTS IS TO BE A MINIMUM OF 1/8 INCH PER FOOT WITH CROWN AT PROCTOR DENSITY (+/-) TWO (2) PERCENT MOISTURE. 6. SUBGRADE SHALL BE SIX (6) INCHES LIME STABILIZATION AND COMPACTED TO NINETY-FIVE (95) PERCENT STANDARD ASPHALT ROADWAYS MUST BE OVERLAID FROM BEGINNING TO ENDING TRANSITION. 5. ASPHALT TURN LANE TO BE MINIMUM (2) INCHES H.M.A.C. WITH (10) INCH BASE. LEFT TURN LANES PROPOSED ON REQUIREMENTS OF DEPTH OF EXISTING PAVEMENT WHENEVER IT IS GREATER. PER CUBIC YARD, [4500 PSI IN TWENTY-EIGHT (28) DAYS]. NOTE: DEPTH OF CONCRETE TO MEET CURRENT 4. REINFORCING CONCRETE PAVEMENT IS TO BE A MINIMUM EIGHT (8) INCHES WITH A MINIMUM OF 5.0 SACK CEMENT (10) INCH LAPS TO EXISTING REINFORCING BARS. DEFORMED BARS) TWENTY-FOUR (24) INCHES CENTER TO CENTER BOTH WAYS AND TIE NEW REINFORCING BARS TEN OF TWENTY-FOUR (24) INCHES OF REINFORCING BARS AND PLACE NEW REINFORCING (1/2 INCH DIAMETER 3. EXISTING REINFORCED CONCRETE PAVEMENT IS TO BE MACHINE SAW-CUT 1-1/2 INCHES DEEP TO EXPOSE A MINIMUM LANDSCAPING RELOCATION. ADMINISTRATION OFFICE @ (281-531-1592) FORTYEIGHT (48) HOURS PRIOR TO CONSTRUCTION FOR TREE(S) AND (IF LOCATED IN PRECINCT 3, ADD NOTE: CONTRACTOR(S) TO CONTACT WALT PECKHAM WITH THE PARKS COUNTY PRECINCT INFRASTRUCTURE DEPARTMENT ––ARCHITECTURE AND ENGINEERING DIVISION ––PERMIT OFFICE AND/OR THE HARRIS AND PIPELINES (IF APPLICABLE) ARE TO BE RE-INSTALLED AS RECOMMENDED BY THE HARRIS COUNTY PUBLIC 2. THE RELOCATION OF EXISTING TREES, LANDSCAPING, SPRINKLER SYSTEMS, WATER METERS, FIRE HYDRANTS, MANHOLES, COLORED BLACK ON CONCRETE PAVEMENT, AND SIX (6) INCH H.M.A.C. ON ASPHALT PAVEMENT. WITH THE HARRIS COUNTY PAVEMENT MARKING DETAIL AND TO BE SIX (6) INCH REINFORCED CONCRETE WALK 1. ESPLANADE NOSES AT THE CROSSOVER ARE TO BE BULLET TYPE, PAINTED REFLECTORIZED YELLOW, IN ACCORDANCE HARRIS COUNTY GENERAL CONSTRUCTION NOTES AND HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY." CONTACT HARRIS COUNTY PERMIT OFFICE (713-274-3931) DIVISION - PERMIT OFFICE -REQUIRED PRIOR TO CONSTRUCTION OF UTILITIES OR LEFT TURN LANES WITHIN HARRIS COUNTY NOTE: "NOTIFICATIONS ISSUED BY HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT - ARCHITECTURE AND ENGINEERING CONSTRUCTION OF UTILITIES AND/OR CULVERTS WITHIN HARRIS COUNTY'S ROAD RIGHTS-OF-WAY. 10.OWNER OR OWNER'S AGENT TO OBTAIN ALL PERMITS REQUIRED BY HARRIS COUNTY, TEXAS PRIOR TO STARTING PLAIN MANAGEMENT" PRIOR TO STARTING CONSTRUCTION. 9. OWNER OR OWNER'S AGENT TO OBTAIN ALL PERMITS REQUIRED BY THE "REGULATION OF HARRIS COUNTY, TEXAS FOR FLOOD 8. GUIDELINES SET FORTH IN THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' SHALL BE OBSERVED. OF INFRASTRUCTURE" AND/OR AMENDMENTS OF THE SAME. 7. PAVING SHALL BE IN ACCORDANCE WITH THE "REGULATIONS HARRIS COUNTY, TEXAS FOR THE APPROVAL AND ACCEPTANCE NORTHWEST FREEWAY, SUITE 120, HOUSTON, TX 77092. AT (713) 274-3931 AND WRITTEN NOTIFICATION 48 HOURS IN ADVANCE OF COMMENCING CONSTRUCTION AT 10555 ENGINEERING DIVISION- PERMIT OFFICE 24 HOURS IN ADVANCE OF COMMENCING UTILITY AND/OR PAVING CONSTRUCTION 6. THE CONTRACTOR(S) SHALL NOTIFY HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT-ARCHITECTURE AND OTHERWISE NOTED. 5. ALL PROPOSED PIPE STUB-OUTS FROM MANHOLES OR INLETS ARE TO BE PLUGGED WITH 8 INCH BRICK WALLS UNLESS THE TOP OF THE PIPE SHALL BE CEMENT-STABILIZED SAND. PROCTOR DENSITY. TESTS SHALL BE TAKEN AT 100 FOOT INTERVALS ON EACH LIFT. BEDDING AND BACKFILL TO 1 FOOT ABOVE PROVIDED THE BACKFILL MATERIAL IS PLACED IN 8 INCH LIFTS AND MECHANICALLY COMPACTED TO 95% STANDARD ABOVE THE TOP OF THE PIPE TO THE BOTTOM OF THE SUBGRADE. CONTRACTOR MAY BACKFILL WITH SUITABLE MATERIAL, 4. AN ALTERNATIVE TO CEMENT STABILIZED SAND MAY BE USED AS BACKFILL FOR PIPES 54 INCH AND LARGER, FROM 1-FOOT PROVIDED. 3. ALL STORM SEWERS CONSTRUCTED IN SIDE LOT EASEMENTS SHALL BE R.C.P., MINIMUM 20 FOOT WIDE EASEMENTS SHALL BE WITH THE CITY OF HOUSTON'S DRAWINGS 02317-02, 02317-03, 02317-05, 02317-06, AND 02317-07 AS APPLICABLE. 2. REINFORCED CONCRETE (C76 CLASS III) STORM SEWERS SHALL BE INSTALLED, BEDDED AND BACKFILLED IN ACCORDANCE DRAINAGE AND STREET PAVING" DATED (NOVEMBER 1, 2008). STANDARD CONSTRUCTION SPECIFICATIONS, AND DETAILS FOR WASTEWATER COLLECTION SYSTEMS, WATER LINE, STORM IN ACCORDANCE WITH THE CITY OF HOUSTON'S, DEPARTMENT OF PUBLIC WORKS AND ENGINEERING "DESIGN MANUAL, 1. WATER LINES, WASTEWATER COLLECTION SYSTEMS, AND STORM DRAINAGE SYSTEMS SHALL BE DESIGNED AND CONSTRUCTED PAVING CONSTRUCTION NOTES BE DONE BY A COMMERCIAL TESTING LABORATORY APPROVED BY THE ENGINEER. 11.NECESSARY TESTING OF THE SUBGRADE AND CONCRETE PAVEMENT TO PROVE THAT THESE ITEMS MEET REQUIREMENTS SHALL IN 8-INCH LIFTS AND COMPACTED TO AT LEAST 95% OF MAXIMUM DENSITY. EARTH, SAND, OR COMBINATION AND BE FREE OF TRASH, VEGETATION, AND LARGE STONE. FILL MATERIAL SHALL BE PLACED DENSITY PER ASTM D-698 TO A DEPTH OF 8-INCHES PRIOR TO FILL PLACEMENT. FILL MATERIAL SHALL CONSIST OF CLEAN 10.AREAS WITHIN THE R.O.W. & P.A.E. TO BE FILLED SHALL BE SCARIFIED AND COMPACTED TO AT LEAST 95% OF MAXIMUM STANDARD PROCTOR DENSITY PER ASTM D-698. MOISTURE CONTENT SHALL BE WITHIN 2% OPTIMUM. 9. THE 6" SUBGRADE IS TO BE SCARIFIED, LIME STABILIZED (AMOUNT TO BE DETERMINED BY TEST LAB) AND COMPACTED TO 95% 8. REINFORCEMENT STEEL FOR PAVEMENT SHALL BE SUPPORTED WITH PLASTIC CHAIRS AT 24-INCH MAXIMUM SPACING. 7. CONTINUOUS LONGITUDINAL REINFORCING BARS SHALL BE USED IN CURBS. SHEETING SHALL BE "VIP DIAMOND GRADE". 6. ALL SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH HARRIS COUNTY SPECIFICATIONS ITEM 624, 646 AND 649. ALL SIGN 5. STREET NAME SIGNS (FOR ALL STREETS) SHALL BE LOCATED ON TOP OF EACH STOP SIGN AT ALL INTERSECTIONS. PLACED AT EACH STREET. FIRE HYDRANT LOCATIONS BY PAVING CONTRACTOR. HYDRANTS LOCATED AT INTERSECTIONS SHALL HAVE A MARKER 4. DOUBLE REFLECTORIZED BLUE TRAFFIC MARKERS SHALL BE PLACED 6-INCHES OFFSET OF THE PAVEMENT CENTERLINE AT ALL 10555 NORTHWEST FREEWAY, SUITE 120, HOUSTON, TEXAS 77092-8620. (713-274-3931) AND WRITTEN NOTIFICATION FORTY-EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTON AT OFFICE TWENTY-FOUR (24) HOURS IN ADVANCE OF COMMENCING UTILITY AND/OR PAVING CONSTRUCTION AT 3. THE CONTRACTOR(S) SHALL NOTIFY HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT - ENGINEERING DIVISION - PERMIT UNIFORM TRAFFIC CONTROL DEVICES" SHALL BE OBSERVED. UNIFORM TRAFFIC CONTROL DEVICES" AS CURRENTLY AMENDED. GUIDELINES SET FORTH IN THE "TEXAS MANUAL ON 2. ALL TEMPORARY AND PERMANENT SIGNAGE MUST COMPLY WITH THE MOST CURRENT EDITION OF THE "TEXAS MANUAL ON ACCEPTANCE OF INFRASTRUCTURE" AND/OR AMMENDEMENTS OF SAME. 1. ALL PAVING SHALL BE IN ACCORDANCE WITH THE "REGULATIONS OF HARRIS COUNTY, TEXAS FOR THE APPROVAL AND STORM SEWER CONSTRUCTION NOTES HOUSTON STANDARD CONSTRUCTION DETAILS NO.02081-01, 02081-02, AND 02081-03 UNLESS OTHERWISE NOTED. 18.ALL STORM SEWER MANHOLES SHALL BE CITY OF HOUSTON TYPE "C" AND CONSTRUCTED IN ACCORDANCE WITH CITY OF FOR INLETS OTHER THAN TYPE "B-B". 17.ALL DRIVEWAYS WILL BE LOCATED TO AVOID EXISTING CURB INLET STRUCTURES. A LETTER FROM THE DEVELOPER IS REQUIRED PAY. 16.UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING STAGE II INLETS AFTER COMPLETION OF PAVING. NO SEPARATE HOUSTON STANDARD CONSTRUCTION DETAIL NO.02632-04 UNLESS OTHERWISE NOTED. 15.ALL STORM SEWER INLETS SHALL BE CITY OF HOUSTON TYPE "B-B" AND CONSTRUCTED IN ACCORDANCE WITH CITY OF COMPLIANCE WITH THE NATIONAL POLLUTANT ELIMINATION SYSTEM (NPDES) REQUIREMENTS. FOR CONSTRUCTION ACTIVITIES AS PREPARED BY HARRIS COUNTY/H.C.F.C.D., AND THE CITY OF HOUSTON; ALL IN 14.ALL CONSTRUCTION STORM RUNOFF SHALL COMPLY WITH THE FINAL DRAFT OF THE STORMWATER MANAGEMENT HANDBOOK OF COMMENCING CONSTRUCTION, 24 HRS IN ADVANCE AT TELEPHONE NUMBER (713-316-3562). 13.CONTRACTOR SHALL NOTIFY HARRIS COUNTY ENGINEERING DEPARTMENT IN WRITING FORTY EIGHT (48) HOURS IN ADVANCE PROPERLY BACKFILLLED AND COMPACTED. ALL DISTURBED AREA SHALL BE REGRADED, SEEDED, AND FERTILIZED. 12.ALL DITCHES SHALL BE REGRADED TO PROPOSED ELEVATIONS TO INSURE PROPER DRAINAGE. ALL OUTFALLS SHALL BE SYSTEM DISTURBED AS A RESULT OF HIS WORK. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING, MAINTAINING, AND RESTORING ANY BACK SLOPE DRAINAGE AND VALVE BOXES TO GRADE. 10.ADJUST MANHOLE COVERS TO GRADE CONFORMING TO REQUIREMENTS OF SECTION 02086-ADJUSTING MANHOLES, INLETS 9. CONTRACTOR SHALL PROVIDE 12" MINIMUM CLEARANCE AT STORM SEWER AND WATER LINE CROSSINGS. OTHERWISE NOTED. 8. ALL PROPOSED PIPE STUB-OUTS FROM MANHOLES OR INLETS ARE TO BE PLUGGED WITH EIGHT (8) INCH BRICK WALLS UNLESS 7. ALL STORM SEWER PIPES AND INLET LEADS SHALL BE 24-INCH AND LARGER R.C.P. (C-76, CLASS III). TO ASTM C443 AND ASTM C877 RESPECTIVELY. 6. CIRCULAR AND ELLIPTICAL REINFORCED CONCRETE PIPE SHALL BE INSTALLED USING RUBBER GASKET JOINTS CONFORMING PROCTOR COMPACTION TEST (ASTM D-698/AASHTO T99). COMPACTED TO A DENSITY OF NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD 5. ALL TRENCH BACKFILLS SHALL BE IN 8" LIFTS, WITH TESTS TAKEN AT 100 FOOT INTERVALS ON EACH LIFT, AND MECHANICALLY DENSITY TEST REPORTS ARE REQUIRED PRIOR TO PLACEMENT OF PAVEMENT.) EACH LIFT. BEDDING AND BACKFILL TO ONE (1) FOOT ABOVE THE TOP OF PIPE SHALL BE CEMENT STABILIZED SAND. (LAB (95)% STANDARD PROCTOR DENSITY, PER ASTM D-698. TESTS SHALL BE TAKEN AT ONE HUNDRED (100) FOOT INTERVALS ON PROVIDED THE BACKFILL MATERIAL IS PLACED IN EIGHT (8) INCH LIFTS AND MECHANICALLY COMPACTED TO NINETY-FIVE ABOVE THE TOP OF THE PIPE TO THE BOTTOM OF THE SUBGRADE. CONTRACTOR MAY BACKFILL WITH SUITABLE MATERIAL, 4. ALTERNATIVE TO CEMENT STABILIZED SAND BACKFILL FOR PIPES FIFTY-FOUR (54) INCH AND LARGER, FROM ONE (1) FOOT (LAB DENSITY TEST REPORTS ARE REQUIRED PRIOR TO PLACEMENT OF PAVEMENT.) SUBGRADE. THE REMAINING DEPTH OF TRENCH SHALL BE BACKFILLED WITH SUITABLE EARTH MATERIAL. NO SEPARATE PAY. FUTURE CURBS SHALL BE BACKFILLED WITH 1-1/2 SACK CEMENT/C.Y. STABILIZED SAND TO WITHIN ONE (1) FOOT OF 3. ALL STORM SEWERS UNDER PROPOSED OR FUTURE PAVEMENT AND TO A POINT ONE (1) FOOT BACK OF ALL PROPOSED OR WIDE EASEMENT SHALL BE PROVIDED. 2. ALL STORM SEWERS CONSTRUCTED IN SIDE LOT EASEMENTS SHALL BE R.C.P. (C-76, CLASS III). A MINIMUN TWENTY (20) FOOT AND 02317-07 (OCT. 2002) AS APPLICABLE UNLESS OTHERWISE SHOWN ON THE DRAWINGS. ACCORDANCE WITH CITY OF HOUSTON STANDARD CONSTRUCTION DETAILS NO. 02317-02, 02317-03, 02317-05, 02317-06 1. STORM SEWERS SHALL BE REINFORCED CONCRETE PIPE (C-76, CLASS III) AND SHALL BE INSTALLED, BEDDED AND BACKFILLED IN REQUIREMENTS STORM WATER QUALITY PRE-CONSTRUCTION INSPECTION ACTIVITIES ON THE SITE. SECTION AT 713-956-3000 FOR A PRE-CONSTRUCTION INSPECTION PRIOR TO COMMENCING ANY CLEARING OR CONSTRUCTION THE PROPERTY OWNER OR THE CONTRACTOR SHALL CONTACT THE HARRIS COUNTY STORM WATER QUALITY PERMITTING PRIVATE UTILITY NOTES AT RL7259@ATT.COM, IF THERE ARE QUESTIONS ABOUT BORING OR EXCAVATING NEAR OUR AT&T TEXAS/SWBT FACILITIES. 6. PLEASE CONTACT THE AT&T TEXAS DAMAGE PREVENTION MANAGER MR. ROOSVELT LEE JR. AT (713)567-4552 OR EMAIL HIM IN THE AREA. SHOWN ON THESE PLANS DOES NOT MEAN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN THE CONDUIT 5. THE PRESENCE OR ABSENCE OF AT&T TEXAS/SWBT UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES SUPPORT. CONDUIT DUCTS OR CABLES. WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR 4. WHEN AT&T TEXAS/SWBT FACILITIES ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONTRACTOR SHALL EXPOSE THE AT&T TEXAS/SWBT FACILITIES. EXCAVATIONS MUST BE ACCOMPLISHED USING NON-MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE 3. WHEN EXCAVATING WITHIN EIGHTEEN INCHES(18") OF THE INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL UNDERGROUND LINES FIELD LOCATED. 2. THE CONTRACTOR SHALL CALL 1-800-344-8377 (TEXAS 811) A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE UTILITIES. DAMAGES WHICH MIGHT BE OCCASIONED BY THIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL 1. THE LOCATIONS OF AT&T TEXAS/SWBT FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL AT&T TEXAS/SWBT FACILITIES CENTERPOINT PROPERTY, PLEASE CONTACT OUR SURVEYING & RIGHT OF WAY DIVISION AT (713) 207-6348 or (713) 207-5769. NO APPROVAL TO USE, CROSS OR OCCUPY CENTERPOINT FEE OR EASEMENT PROPERTY IS GIVEN. IF YOU NEED TO USE ACTIVITIES ON OR ACROSS CENTERPOINT ENERGY FEE or EASEMENT PROPERTY BE TURNED OFF OR REMOVED CALL CENTERPOINT ENERGY AT 713-207-2222. CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO PARTIES RESPONSIBLE FOR THE WORK, INCLUDING CONTRACTORS, ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF WITHIN 10 FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. * OPERATING A CRANE, DERRICK, POWER SHOVEL, DRILLING RIG, PILE DRIVER, HOISTING EQUIPMENT, OR SIMILAR APPARATUS * ANY ACTIVITY WHERE PERSON OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES, AND LINES, SPECIFICALLY: TEXAS LAW, SECTION 752, HEALTH AND SAFETY CODE, FORBIDS ACTIVITIES THAT OCCUR IN CLOSE PROXIMITY TO HIGH VOLTAGE DRAWINGS AS THE LINES ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTUCTION. OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE LOCATION OF OVERHEAD LINES HAS NOT BEEN SHOWN ON THESE WARNING: OVERHEAD ELECTRICAL LINES THESE UNDERGROUND FACILITIES. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE * FOR EMERGENCIES REGARDING GAS LINES CALL (713) 659-3552 or (713) 207-4200. PREVENTED EXCESSIVE STRESS ON THE PIPING. * WHEN CENTERPOINT ENERGY FACILITIES ARE EXPOSED, SUFFICIENT SUPPORT MUST BE PROVIDED TO THE FACILITIES TO EXCAVATION MUST BE ACCOMPLISHED USING NON-MECHANIZED EXCAVATION PROCEDURES. * WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF CENTERPOINT ENERGY FACILITIES, ALL 4:30 P.M.) FOR STATUS OF LINE LOCATION REQUEST BEFORE EXCAVATION BEGINS. * WHEN CENTERPOINT ENERGY PIPE LINE MARKINGS ARE NOT VISIBLE, CALL (713) 945-8036 OR (713) 945-8037(7:00 A.M. TO HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT OR 1-800-545-6005 OR 811 A MINIMUM OF 48 CAUTION: UNDERGROUND GAS FACILITIES CENTERPOINT ENERGY 9 CALCULATIONS STORM SEWER No: SHEET OF J O B N o : DRAWING SCALE HORZ : VERT : 57 REVISION BLOCK P R E L I M B Y : F I N A L B Y : 34x22 34x22 No.DATE DESCRIPTION 3 : 1 8 : 1 8 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 0 9 - S t o r m C a l c s . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A P-____ P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR GATE(2)15"CMP EXIST.36"RCP STM.SWR.EXIST.36"RCP STM.SWR. EX IST .36 "RCP STM .SWR . CULVERTEXIST.24"RCP C U L V E R T E X IS T .24"R C P 12 I P B I P B I P B I P B I P B I P B I P B I P B I P B I P B IP B IPB F D- T Y P E SC M A T C H L I N E S E E S H E E T 13 1 OF 2 SITE PLAN SWPPP P L A T B O U N D A R Y P L A T B O U N D A R Y P L A T B O U N D A R Y P L A T B O U N D A R Y P L A T B O U N D A R Y P L A T B O U N D A R Y P L A T B O U N D A R Y 6 5 4 3 2 1 7 8 9 10 11 12 1 2 3 4 5 6 5 4 3 2 1 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 4 T O W N S E N P IN E D R . (6 0 ' R .O .W .) P L E A S A N T L A N D I N G D R. ( 60' R. O. W. ) P L E A S A N T L A K E D R. ( 60' R. O.W. ) T O W N S E N P I N E D R . ( 6 0 ' R . O . W . ) D R I V E S H A D O W P I N E S D R I V E T U R T L E D O V E 54 54 54 54 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 56 56 56 56 56 56 56 56 56 56 56 57 57 57 57 57 57 57 58 58 58 58 58 58 58 59 59 59 59 59 60 60 60 60 60 60 60 60 60 61 61 61 61 61 61 61 62 62 62 62 62 62 62 63 63 63 63 63 63 63 63 63 63 63 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 69 69 69 69 69 69 69 70 70 70 70 70 70 70 71 71 72 72 73 73 7475 75 76 A P P R O X I M A T E S U R V E Y L I N E H. C. C. F. N o. 20120539342 ( T R A C T I ) C A L L E D 297. 051 A C R E S H A N N O V E R E S T A T E S, L T D. H. C. C. F. N o. 20120539342 ( T R A C T V ) C A L L E D 130. 040 A C R E S P O R T I O N O F H A N N O V E R E S T A T E S, L T D. H. C. C. F. N o. D 242710 V O L. 8266, P G. 43, H. C. D. R. 30' E X P L O R E R PI P E LI N E C O. E SM T. V O L. 8266, P G. 43, H. C. D. R. L O C A T I O N D E S C R I B E D I N O F C O N R O E C O R P. P I P E L I N E A P P R O X IM A T E L O C A T I O N H.C.C.F. No. 20120539342 CALLED 0.7487 ACRE HANNOVER ESTATES, LTD. ROADWAY & FLOWLINE EASEMENT H. C. C.F. No. 20120539342 (E X HI BIT M) C A L L E D 0.5291 A C R E H A N N O V E R ES T A T ES, L T D. R O A D W A Y & F L O WLI N E E AS E ME N T H . C . C . F . N o . 2 0 1 2 0 5 3 9 3 4 2 C A L L E D 5 . 3 8 3 A C R E H A N N O V E R E S T A T E S , L T D . D R I L L S I T E N o . 3 H. C. C. F. N o. R P - 20 16- 515 49 P O R T I O N O F C A L L E D 19. 97 A C R E S J N C D E V E L O P M E N T H. C. C. F. N o. 20120539342 ( E X H I B I T O ) C A L L E D 1. 267 A C R E H A N N O V E R E S T A T E S, L T D. R O A D W A Y E A S EM E N T (2,059,869 SQ. FT.) 47.288 ACRES H.C.C.F. No. 20120539342 HANNOVER ESTATES, LTD. PORTION OF CALLED 130.040 ACRES (TRACT V) 1 4 0 .0 ' R .O .W . R .O .W. 1 0 0 .0 ' H. C. C. F. N o. U 8 4 8 2 1 5 ( R. O. W. WI D TH V A RI ES) TO W N S EN B O U LEV A R D 32 29 33 30 20 31 37 34 35 38 39 40 41 0 SCALE: 1"=100' 50100 100 1"=100' No: SHEET OF J O B N o : DRAWING SCALE HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 3 2 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 1 2 - O A - S WP P P 1 o f 2 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR IPB INLET PROTECTION BARRIERS FOR STAGE I INLETS INLET PROTECTION BARRIERS FOR STAGE II INLETSIPB SC STABILIZED CONSTRUCTION ACCESS FD-TYPE FILTER DAM EQUIPMENT FUELING AREA OPTION 1 & 2 ABOVE GROUND TEMP, VEHICLE & TFA BARREL STORAGE AREABSA CONCRETE TRUCK WASHOUT AREACTW DIVERSION DIKE INTERCEPTOR DIKE DIVERSION DIKE AND SWALE DIVERSION SWALE INTERCEPTOR SWALE 1. SEE STORMWATER POLLUTION PREVENTION DETAILS. BARRIERS REQUIRE STAGE I AND STAGE II PROTECTION UNLESS OTHERWISE NOTED ALL INLET PROTECTION 2. TRAPPING DEVICE. AND DISCHARGING TO AN AREA PROTECTED BY A SEDIMENT A SEDIMENT SUMP PIT AS SHOWN ON THE SWPPP DETAILS CONTRACTOR MAY DE-WATER THE SITE BY CONSTRUCTING 3. TRUCK WASHOUT AREA. THE CONTRACTOR MUST ESTABLISH AN APPROPRIATE CONCRETE EXIST.STORM SEWER, MANHOLE & INLETS EXIST.CONTOUR LINE CONSTRUCTION ACTIVITIES ON THE SITE. PRE-CONSTRUCTION INSPECTION PRIOR TO COMMENCING ANY CLEARING OR STORM WATER QUALITY PERMITTING SECTION AT 713-316-3000 FOR A THE PROPERTY OWNER OR THE CONTRACTOR SHALL CONTACT THE HARRIS COUNTY X X XX X XFF RFB SBF DD DD ID ID DDS DDS DS DS IS IS INSPECTION REQUIREMENTS STORM WATER QUALITY PRE-CONSTRUCTION NOTES: LEGEND VEGETATED SEDIMENT FILTER STRIP STRAW BALE FENCE REINFORCED FILTER FABRIC FENCE FILTER FABRIC FENCE PROP.STORM SEWER, MANHOLE & INLETS 96 J N C D E V E L O P M E N T P O R T I O N O F C A L L E D 47. 288 A C R E S H. C. C. F. N o. 20140546416 C A L L E D 47. 288 A C R E S P O R T I O N O F J N C D E V E L O P M E N T H. C. C. F. N o. U 460955 V O L. 8447, P G. 443, H. C. D. R. V O L. 8321, P A G E S 596, 605, 616 V O L. 8266, P A G E S 43, 110, 119 V O L. 8218, P G. 577, 30' E X P L O R E R P I P E L I N E C O. E SM T. H.C.C.F. No. 20120539342(TRACT V)CALLED 130.040 ACRESPORTION OFHANNOVER ESTATES, LTD."X" SHADED FLOOD ZONE FLO O D ZO N E " A E" FLOOD ZONE "AE" "X" SHADED FLOOD ZONE "X" SHADED FLOOD ZONE FLOOD ZONE "AE" FLOOD ZONE "AE" H. C. C. F. N o. 20140546416 I N T E R C O N T I N E N T A L M. U . D . INTERCONTINENTAL M.U.D. INTERCONTINENTAL M.U.D. CHAIN-LINK FENCE GRAVEL GATE C O N C. C O N C. M EDI A N (TYPICAL) GRAVEL ROAD 14 67. 0 6 66.94 67.05 66.95 66.86 66.66 67.08 66.95 67.05 66.95 66.85 66.66 67.08 66.83 66.93 66.76 66.6 66.80 66.99 66.83 66.93 66.77 66.6 66.80 66 .99 6 7. 3 6 6 9 . 3 0 6 9 . 4 1 6 9 . 3 1 6 9 . 2 1 6 9 . 0 2 6 9 . 4 4 6 8 . 1 6 6 8 . 2 7 6 8 . 1 7 6 8 . 0 7 6 7 . 8 8 6 8 . 3 0 6 8 . 0 5 6 8 . 1 5 6 7 . 9 9 6 7 . 8 2 6 7 . 7 6 6 7 . 9 2 6 8 . 8 6 6 8 . 9 8 6 9 . 0 8 6 8 . 9 2 6 8 . 7 5 6 8 . 6 9 6 8 . 8 5 6 8 . 0 5 6 8 . 1 5 6 7 . 9 9 6 7 . 8 2 6 7 . 7 6 6 7 . 9 2 6 7 . 7 1 6 8 . 1 5 6 7 . 9 9 6 7 . 8 2 6 8 . 0 2 6 8 . 2 1 6 8 . 6 4 6 9 . 0 8 6 8 . 9 2 6 8 . 7 5 6 8 . 9 5 6 9 . 1 4 6 8. 0 0 6 8. 0 0 6 8. 0 0 6 8. 0 0 6 8. 0 0 68. 00 6 8. 0 0 6 8. 0 0 6 8. 0 0 6 8. 0 0 6 8. 0 0 68. 0 0 6 8. 0 0 6 8. 0 0 6 8. 0 0 68. 00 6 8. 0 0 6 8. 0 0 6 8. 0 0 6 8. 0 0 6 8. 0 0 6 8. 0 0 67. 0 6 6 7. 06 67. 0 6 67. 06 6 7. 06 6 7. 0 6 67. 0 6 67. 0 6 67. 0 6 67. 0 6 6 7. 0 6 67. 0 6 6 7. 0 6 67. 0 6 6 7. 0 6 6 7. 06 67. 0 6 6 7. 0 6 6 7. 0 6 67. 06 67. 0 5 6 7 . 2 5 6 6 . 4 56 6 . 5 8 6 6 . 3 3 6 6 . 4 6 6 6 . 5 9 6 6 . 7 1 6 6 . 8 4 6 6 . 8 9 6 6 . 7 7 6 6 . 6 4 6 6 . 5 2 6 6 . 3 9 6 6 . 5 3 6 6 . 6 7 6 6 . 8 1 6 6 . 9 4 6 6 . 9 6 6 6 . 7 9 6 6 . 9 4 6 7 . 0 9 1 OF 2 LOT GRADING M A T C H L I N E S E E S H E E T 13 PLAT BOUNDARY P L A T B O U N D A R Y P L A T B O U N D A R Y P L A T B O U N D A R Y P L A T B O U N D A R Y P L A T B O U N D A R Y P L A T B O U N D A R Y P L A T B O U N D A R Y 6 5 4 3 2 1 7 8 9 10 11 12 1 2 3 4 5 6 5 4 3 2 1 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 4 T O W N S E N P IN E D R . (6 0 ' R .O .W .) P L E A S A N T L A N D I N G D R. ( 60' R. O. W. ) P L E A S A N T L A K E D R. ( 60' R. O.W. ) T O W N S E N P I N E D R . ( 6 0 ' R . O . W . ) D R I V E S H A D O W P I N E S D R I V E T U R T L E D O V E 54 54 54 54 54 54 54 54 54 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 57 57 57 57 57 57 57 57 57 57 57 58 58 58 58 58 58 58 58 58 59 59 59 59 59 59 60 60 60 60 60 60 60 60 60 60 60 61 61 61 61 61 61 61 61 62 62 62 62 62 62 62 62 63 63 63 63 63 63 63 63 63 63 63 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 69 69 69 69 69 69 69 70 70 70 70 70 70 70 71 71 72 72 73 73 7475 75 76 1 B L O C K A P P R O X I M A T E S U R V E Y L I N E H. C. C. F. N o. 20120539342 ( T R A C T I ) C A L L E D 297. 051 A C R E S H A N N O V E R E S T A T E S, L T D. H. C. C. F. N o. 20120539342 ( T R A C T V ) C A L L E D 130. 040 A C R E S P O R T I O N O F H A N N O V E R E S T A T E S, L T D. H.C.C.F. No. V229520 CALLED 0.1552 ACRE WEST NO BUILD EASEMENT H .C .C .F . N o . V2 2 9 5 2 1 C A LLE D 0 .0 5 6 7 A C R E 1 3 ' WID E S E TB A C K H .C .M.R . F .C . N o . 4 9 2 0 6 6 , 1 0 ' W.L.E . H. C. C. F. N o. D 242710 V O L. 8266, P G. 43, H. C. D. R. 30' E X P L O R E R PI P E LI N E C O. E SM T. V O L. 8266, P G. 43, H. C. D. R. L O C A T I O N D E S C R I B E D I N O F C O N R O E C O R P. P I P E L I N E A P P R O X IM A T E L O C A T I O N H.C.C.F. No. 20120539342 CALLED 0.7487 ACRE HANNOVER ESTATES, LTD. ROADWAY & FLOWLINE EASEMENT H. C. C.F. No. 20120539342 (E X HI BIT M) C A L L E D 0.5291 A C R E H A N N O V E R ES T A T ES, L T D. R O A D W A Y & F L O WLI N E E AS E ME N T H . C . C . F . N o . 2 0 1 2 0 5 3 9 3 4 2 C A L L E D 5 . 3 8 3 A C R E H A N N O V E R E S T A T E S , L T D . D R I L L S I T E N o . 3 h . c . m. r . f . c . n o . 4 9 2 0 6 6 T A R G E T C E N T E R - H U MB L E R E S E R V E " A " U N R E S T R I C T E D H . C . M. R . F . C . N o . 4 9 2 0 6 6 T A T G E T C E N T E R - H U MB L E R E S E R V E " B " U N R E S T R I C T E D H . C . M. R . F . C . N o . 4 9 2 0 6 6 T A R G E T C E N T E R - H U MB L E R E S E R V E " C " U N R E S T R I C T E D H. C. C. F. N o. R P - 20 16- 515 49 P O R T I O N O F C A L L E D 19. 97 A C R E S J N C D E V E L O P M E N T H. C. C. F. N o. 20120539342 ( E X H I B I T O ) C A L L E D 1. 267 A C R E H A N N O V E R E S T A T E S, L T D. R O A D W A Y E A S EM E N T (2,059,869 SQ. FT.) 47.288 ACRES H.C.C.F. No. 20120539342 HANNOVER ESTATES, LTD. PORTION OF CALLED 130.040 ACRES (TRACT V) 1 4 0 .0 ' R .O .W . R .O .W. 1 0 0 .0 ' H. C. C. F. N o. U 8 4 8 2 1 5 ( R. O. W. WI D TH V A RI ES) TO W N S EN B O U LEV A R D H P = 6 7 . 1 1 HP=66.55 L P = 66. 50 L P = 6 6 . 1 0 H P - 6 6 . 6 8 L P - 6 6 . 0 8 H P = 6 6 . 4 6 H P = 6 6 . 6 0 H P = 6 6 . 6 2 H P = 6 6 . 6 8 L P - 6 6. 4 2 L P - 6 6. 3 1H P = 6 6. 70 L P - 6 6 . 1 4 H P - 6 6 . 7 8 L P = 6 6 . 5 4 L P - 6 6. 5 4 H P = 6 6. 7 6 L P = 6 6. 37 H P = 6 6 . 8 0 L P = 6 6. 3 8 H P = 6 6. 6 4 H P - 6 6 . 7 4 H P = 6 6. 7 9 0 SCALE: 1"=100' 50100 100 1"=100' No: SHEET OF J O B N o : DRAWING SCALE HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 3 4 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 1 4 - O A - L o t - G r a d i n g 1 o f 2 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR J N C D E V E L O P M E N T P O R T I O N O F C A L L E D 47. 288 A C R E S H. C. C. F. N o. 20140546416 C A L L E D 47. 288 A C R E S P O R T I O N O F J N C D E V E L O P M E N T H. C. C. F. N o. U 460955 V O L. 8447, P G. 443, H. C. D. R. V O L. 8321, P A G E S 596, 605, 616 V O L. 8266, P A G E S 43, 110, 119 V O L. 8218, P G. 577, 30' E X P L O R E R P I P E L I N E C O. E SM T. H.C.C.F. No. 20120539342(TRACT V)CALLED 130.040 ACRESPORTION OFHANNOVER ESTATES, LTD. h . c . m . r . f . c . n o . 4 9 2 0 6 6 T A R G E T C E N T E R - H U MB L E R E S E R V E " D " U N R E S T R I C T E D "X" SHADED FLOOD ZONE FLO O D ZO N E " A E" FLOOD ZONE "AE" "X" SHADED FLOOD ZONE "X" SHADED FLOOD ZONE FLOOD ZONE "AE" FLOOD ZONE "AE" H. C. C. F. N o. 20140546416 I N T E R C O N T I N E N T A L M. U . D . INTERCONTINENTAL M.U.D. INTERCONTINENTAL M.U.D. V O L. 8266, P G. 43, H. C. D. R. L O C A T I O N D E S C R I B E D I N O F C O N R O E C O R P. PI P E L I N E A P P R O X IM A T E L O C A T I O N H. C. C. F. N o. D 242710 V O L. 8266, P G. 43, H. C. D. R. 30' E X P L O R E R P I P E L I N E C O. E SM T. H. C. C. F. N o. 20120539342 ( E X H I B I T O ) C A L L E D 1. 267 A C R E H A N N O V E R E S T A T E S, L T D. R O A D W A Y E A S E M E N T WOOD FENCE WOOD FENCE (TYPICAL) GRAVEL ROAD 15 66.37 66.72 67.07 66.86 66.42 66.67 66.96 66.65 66.33 65.96 66.12 6 9 . 2 56 9 . 2 5 6 7 . 9 1 6 8 . 1 2 6 8 . 1 8 6 8 . 2 3 6 8 . 2 9 6 8 . 3 5 6 8 . 4 0 6 8 . 4 6 6 8 . 0 0 6 8 . 0 6 6 8 . 1 1 6 8 . 1 7 6 8 . 2 1 6 8 . 2 5 6 8 . 2 8 6 8 . 3 0 6 8 . 3 2 6 8 . 3 2 67.41 67.20 67.35 67.26 67.14 67.02 66.89 66.77 66.85 66.97 67.09 67.21 67.21 67.09 66 .97 66.85 66 .73 6 8 . 0 1 66.69 66.95 67.79 68.29 68.56 69.28 69 .18 69.49 68.98 68.05 68.48 67.55 67.26 67.09 67.18 67.20 67.30 68.51 69.56 66.54 69.41 69.12 69.05 68.12 67.61 68.54 68.61 67.68 67.90 68.83 68.77 66.70 66.61 67.89 66.54 67.66 66.43 66.27 67.48 67.84 68.62 68.91 68.58 68.63 68.79 68.86 69.25 69.30 69.43 6 9 .3 0 68.60 69.35 69.44 69.23 68.73 67.80 68.31 68.47 68.38 67.28 67.15 66.90 66.64 67.86 66.29 66.48 67.75 66.68 66.33 66.59 66.84 67.10 67.35 68.32 68.42 67.78 67.67 66.65 66.87 67.58 66.57 67.66 66.46 66.45 67.67 67 .83 68.10 68.11 67.03 68 .60 68.41 68.08 68.09 68.56 68.59 68.72 68.7567.52 67.80 66.58 67.89 66.64 67.79 66.86 68.08 66.53 66.44 67.69 66.54 69.46 68 .58 68.62 68.72 68.75 68.82 68.86 68.97 69.01 68.91 68.87 67.68 67.47 67.27 66.31 65.99 66.31 67.53 67.79 66.71 66.93 67.93 66.90 67.76 66.83 67 .58 67.05 67.04 67.41 66.27 65.96 67.18 66.36 67.57 66.55 67.76 66.75 67.77 69.44 68 .88 68.89 68.69 68.64 68.50 68.39 68.20 68.11 68.35 68.42 68.41 68.38 68.74 66.71 -3.49 67.01 6 8. 6 5 6 7. 7 267.74 67.59 67.42 67.45 67.46 67.67 67 .8 8 66.80 66.88 66.90 66.72 66.36 67.31 66.86 67.06 67.16 66.93 68.21 68.64 67.79 67.69 6 7 .7 5 6 7 .7 8 6 6 . 1 4 67. 32 66. 00 66.02 66.18 66.49 66.80 66.92 66.80 66.55 66.57 66.71 67.00 66.89 66.54 6 7 . 6 4 66.48 66.59 66.80 6 9 . 2 5 6 9 . 2 5 6 9 . 2 5 6 9 . 2 5 6 9 . 2 5 6 9 . 2 5 6 9 . 2 5 6 9 . 2 5 6 9 . 2 5 6 9 . 2 5 6 9 . 2 5 6 9 . 2 5 6 9 . 2 5 6 9 . 2 5 6 9 . 2 5 6 9 . 2 5 67.17 66.28 66.98 6 7 . 9 0 6 7 . 7 9 6 7 . 6 9 6 7 . 5 8 6 7 . 4 7 6 7 . 8 2 6 7 . 8 8 6 7 . 9 5 6 7 . 9 5 6 7 . 9 6 6 7 . 8 1 6 7 . 6 7 6 7 . 5 2 6 7 . 6 5 6 7 . 7 7 6 7 . 8 7 6 7 . 9 6 6 8 . 0 6 6 7 . 9 0 6 7 . 7 5 6 7 . 5 9 6 7 . 4 3 6 7 . 3 1 6 7 . 1 8 6 7 . 0 6 6 7 . 2 2 66.91 6 9 . 2 1 6 9 . 0 7 6 8 . 1 5 6 7 . 9 9 6 8 . 1 7 6 8 . 3 2 6 8 . 4 6 6 8 . 6 0 6 8 . 7 4 6 8 . 8 8 6 9 . 0 9 6 9 . 0 1 6 8 . 8 6 6 8 . 7 6 6 8 . 6 7 6 8 . 5 7 6 8 . 7 0 6 8 . 8 3 6 8 . 9 6 6 9 . 1 2 6 9 . 2 1 6 9 . 0 2 6 8 . 8 5 6 8 . 6 9 6 8 . 5 2 6 8 . 6 6 6 8 . 7 9 6 8 . 9 3 M A T C H L I N E S E E S H E E T 14 2 OF 2 LOT GRADING PLAT BOUNDARY P L A T B O U N D A R Y P L A T B O U N D A R Y PLAT BOUNDARY P L A T B O U N D A R Y PLAT BOUNDARY P L A T B O U N D A R Y P L A T B O U N D A R Y 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 1 2 3 4 5 6 7 8 102 101 100 99 98 97 96 95 94 93 92 91 90 89 88 87 86 85 84 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 4 4 4 4 4 5 1 4 ( 6 0 ' R . O . W . ) H A R M O N Y S T R E E T ( 6 0 ' R . O . W . ) M E L O D Y L A N E (6 0 ' R .O .W .) R O M A N T I C W A Y ( 60' R. O.W. ) R H A P S O D Y L A N E ( 6 0 ' R . O . W . ) R H Y T H M I C S T R E E T ( 6 0 ' R . O . W . ) D Y N A M I C L A N E H. C. C. F. N o. U 460955 V O L. 8447, P G. 443, H. C. D. R. V O L. 8321, P A G E S 596, 605, 616 V O L. 8266, P A G E S 43, 110, 119 V O L. 8218, P G. 577, 30' E X P L O R E R PI P E L I N E C O. E SM T. 55 55 56 57 57 58 58 58 58 58 58 58 58 59 59 59 5959 59 59 59 59 59 59 60 60 60 60 60 6060 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 61 61 61 61 61 61 61 61 61 61 6161 61 61 61 61 61 61 61 61 62 62 62 62 62 62 62 62 6262 62 6262 62 62 62 62 62 62 62 62 63 63 63 63 63 63 63 6363 63 63 63 63 63 63 63 63 63 63 63 63 63 63 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 69 69 69 69 69 69 70 70 70 70 70 70 70 71 71 71 71 72 72 72 72 73 73 73 74 75 75 87654321 6 5 4 3 2 1 5 BLOCK 51 50 49 481 VOL. 194, PG. 112, H.C.M.R. NORTHSHIRE, SECTION 2 A P P R O X I M A T E S U R V E Y L I N E H.C.C.F. No. D154856 WESTCHESTER CORPORATION CALLED 321.586 ACRES REMAINDER OF VOL. 194, PG. 112, H.C.M.R. DRAINAGE EASEMENT 100' H.C.F.C.D. 16' U.E. 16' U.E. 25' B.L. VOL. 4148, PG. 432, H.C.D.R. 22' H.L.&P. EASEMENT H084811 THROUGH H084830 H.C.C.F. NUMBERS 80' H.L.&P. EASEMENT H.C.C.F. No. U842112 (PART ONE) CALLED 13.3680 ACRES H.C.F.C.D. DRAINAGE EASEMENT H.C.C.F. No. U842112 CALLED 3.5121 ACRES H.L.&P. OVERLAP H.C.C.F. No. V229507 CALLED 0.5302 ACRE WATER LINE EASEMENT H.C.C.F. No. H084917 CALLED 8.09 ACRES H.L.&P. EASEMENT H.C.C.F. No. D605753 80' H.L.&P. EASEMENT H.C.C.F. No. D167344 58' H.L.&P. EASEMENT H.C.C.F. No. 20120539342 (TRACT IV) CALLED 44.794 ACRES HANNOVER ESTATES, LTD. H. C. C. F. N o. V 229507 C A L L E D 0. 5302 A C R E W A T E R L I N E E A S E M E N T ( S E E N O T E #8) V O L. 8266, P G. 43, H. C. D. R. L O C A T I O N D E S C R I B E D I N O F C O N R O E C O R P. PI P E LI N E A P P R O X IM A T E L O C A T I O N H. C. C. F. N o. D 242710 V O L. 8266, P G. 43, H. C. D. R. 30' E X P L O R E R P I P E L I N E C O. E SM T. V O L. 8266, P G. 43, H. C. D. R. L O C A T I O N D E S C R I B E D I N O F C O N R O E C O R P. PI P E L I N E A P P R O X IM A T E L O C A T I O N H. C. C. F. N o. 201 40 5 46 416 P O R T I O N O F C A L L E D 47. 28 8 A C R E S J N C D E V E L O PM E N T H. C. C. F. N o. R P - 20 16 - 51 5 49 P O R T I O N O F C A L L E D 19. 97 A C R E S J N C D E V E L O PM E N T OLD RIDGE STREET MARBLEHEAD DRIVE M A R B L E H E A D C T . INVERLOCK WAY (SEE NOTE #3) ZONE "X" SHADED SEE NOTE #3 ( S E E N O T E # 3 ) Z O N E " A E " Z O N E " X " S H A D E D H P = 6 7 . 1 4 L P - 6 6 . 7 0 HP=67.22 LP=66.84 HP=67 .08 LP=66 .46 HP=66 .98 L P = 6 6. 4 4 H P = 66. 94 H P = 6 6. 6 7 L P - 6 6. 0 8 H P = 6 6. 8 2 L P = 6 6. 1 3 H P = 6 6. 7 2 H P = 6 6. 6 4 L P = 6 5. 62 H P = 6 6. 60 L P - 6 6 . 5 5 H P = 6 7 . 0 2 L P = 6 6 . 2 3 H P = 6 6 . 9 8 L P = 6 5 . 9 8 H P = 6 6 . 5 8 L P = 6 6 . 1 4 H P = 6 6 . 8 8 L P = 6 5 . 6 7 H P = 6 6 . 6 7 H P = 6 6 . 7 8 L P = 6 5 . 9 4 H P = 6 6 . 6 5 LP=66.84 HP=66.88 HP=67.08 HP=67.04 HP=66.94 H P = 6 6 . 6 1 H P = 6 6. 9 2 H P = 6 6. 7 8 L P = 6 6 . 4 3 H P = 66. 72 0 SCALE: 1"=100' 50100 100 1"=100' No: SHEET OF J O B N o : DRAWING SCALE HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 3 5 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 1 5 - O A - L o t - G r a d i n g 2 o f 2 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR H. C. C. F. N o. U 460955 V O L. 8447, P G. 443, H. C. D. R. V O L. 8321, P A G E S 596, 605, 616 V O L. 8266, P A G E S 43, 110, 119 V O L. 8218, P G. 577, 30' E X P L O R E R PI P E L I N E C O. E SM T. FLO O D ZO N E " A E" " X " SH A D ED FLO O D ZO N E 201 20 5 39 3 42 H. C. C. F. N o. ( T R A C T V ) C A L L E D 1 30. 04 0 A C R E S P O R T I O N O F H A N N O V E R E S T A T E S, L T D. INTERCONTINENTAL M.U.D. 020 20 SCALE: 1"=20' 10 52 7 20 +00 +00 +00 (TYPICAL) ELECTRIC LINE OVERHEAD 60'R.O.W. R C P L E A D P R O P . 2 4 " 2 5 ' B . L . L26 5'W.L.E. 8 0 +001 +002 Line Length Direction L19 55.79 S70°48'45"E C16 66.77 150.00 25°30'14"S05°36'28"W 66.22 Curve Length Radius Delta Chd Direction Chd Length CONC.CURB W/4"x12" CONC.PVMT. REINFORCED PROP.6" SEE NOTE 6 L19 C 1 6 S 7 °0 8' 3 9 " E L26 55.00 S09°21'22"W Line Length Direction TURTLEDOVE DRIVE P R O P . 8 " S A N . S WR . P R O P . 8 " W A T E R ROMANTIC WAY P R O P. 8 "S A N. SW R. 60'R.O.W. P R O P . 8 " W A T E R S T M . S W R . P R O P . 3 0 " R C P 1 R C P L E A D P R O P . 2 4 " P R O P . 8 " S A N . S W R . P.T. STA.13+78.85 P R O P . 8 " W A T E R P R O P. 8 " W A T E R P R O P. 8 " S A N. S W R. 1-8" PLUG & CLAMP 1 6 L A N E R H A P S O D Y > RHAPSODY LANE STA.2+67.24 > ROMANTIC WAY STA.7+67.31= PROP.TYPE"C"MH(216) PROP.SAN.SWR.MH(S219) PROP.24"RCP STM.SWR. STA.1+28.53,24.93 PROP.SAN.SWR.MH(S205) > TOWNSEN PINE DRIVE STA.13+12.57 > TURTLEDOVE DRIVE STA.0+99.99= SEE NOTE 6 54 56 58 60 62 64 66 68 70 CONC.CURB W/4"x12" CONC.PVMT. REINFORCED PROP.6" 48 50 52 54 56 58 60 62 64 66 6872 STA.0+00 to END & TURTLEDOVE DRIVE ROMANTIC WAY PLAN & PROFILE 52 54 56 58 60 62 64 66 68 70 72 48 50 52 54 56 58 60 62 64 66 68 STA.7+28.55,23.17'LT PROP.SAN.SWR.MH(S221) STA.7+89.81,3'RT PROP.SAN.SWR.MH(S218) STA.7+23.82,20.51'LT PROP.TYPE"C"MH(233) STA.1+46.08,21.50'RT PROP.TYPE"C"MH(111) P L A T B O U N D A R Y P L A T B O U N D A R Y P L A T B O U N D A R Y P L A T B O U N D A R Y P L A T B O U N D A R Y PROP.8"WATER `=61.64 T/C=66.84 STA.7+23.74,15.49'LT PROP.TYPE"B-B"INLET AND LOAD TRANSFER DEVICE CITY OF HUMBLE BARRICADE CONSTRUCT STD.TYPE III BEGIN PAVEMENT STA.7+12.31 `=61.44 T/C=66.84 STA.7+23.81,15.51'LT PROP.TYPE"B-B"INLET PROP.TYPE"C"MH(215) P R O P . 3 0 " R C P S T M . S WR . H.C.C.F. 15'X30'STM.S.E. PROP.SAN.SWR.MH(S206) `=61.40 T/C=66.50 STA.1+46.08,15.50'RT PROP.TYPE"B-B"INLET `=61.60 T/C=66.50 STA.1+40.62,15.50'LT PROP.TYPE"B-B"INLET 30 PINE DRIVE TOWNSEN H.C.C.F. 15'X30'S.S.E. AND LOAD TRANSFER DEVICE CITY OF HUMBLE BARRICADE CONSTRUCT STD.TYPE III BEGIN PAVEMENT STA.1+55.80 H.C.C.F. 15'X30'S.S.E. H.C.C.F. EASEMENT CONCTRUCTION 30'X45'TEMPORARY PROP.TYPE"C"MH(110) 1-8" GV&BOX 1-8"x8" TEE 1-8" PLUG & CLAMP 1-8" GV&BOX 3-8" 45° BEND 1-8"x8" TEE PROP.24"RCP STM.SWR. STM.SWR.PROP.24"RCP PROP.8"THICK BRICK PLUG RCP LEAD PROP.24" PROP. 8" SAN.PLUG & CLAMP=25'R =25'R =25'R =25'R PROP.TYPE 7 RAMP PROP.TYPE 7 RAMP PROP.TYPE 7 RAMP 5'W.L.E. H.C.C.F. NO. ____ H.C.C.F. No. _______ 15'X25'W.L.E. H.C.C.F. No._______ 15'X30'S.S.E. PROP.8"SAN.PLUG & CLAMP H.C.C.F. No. _______ CONCTRUCTION EASEMENT 30'X35'TEMPORARY 7+00 8+00 8+678+67 2 + 0 0 3 + 0 0 37 36 35 34 33 1 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 3 9 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 2 0 - P P - R o m a n t i c W a y , T u r t l e D o v e . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR T / C = 6 7 . 0 8 ( L T ) S T A . 7 + 4 4 . 4 9 T / C = 6 6 . 8 4 ( L T ) S T A . 7 + 5 1 . 8 1 T / C = 6 6 . 8 4 ( L T & R T ) S T A . 7 + 2 6 . 8 1 T / C = 6 7 . 0 4 ( R T ) S T A . 7 + 4 4 . 4 9 T / C = 6 6 . 8 5 ( R T ) S T A . 7 + 5 1 . 8 1 8"`=55.28 PROP.SAN.SWR.MH(S218) 8"`=55.49 PROP.SAN.SWR.MH(S221) PROP.8"SAN.SWR.-65 LF @ 0.33% 29 LF @ 0.18% PROP.24"RCP STM.SWR. 24"`=61.34(W) 24"`=60.86(NE) PROP.TYPE"C"MH(231) 3 0 " ` = 6 1 . 6 3 ( W) 2 4 " ` = 6 0 . 8 1 ( S W) 3 0 " ` = 6 0 . 8 1 ( E ) P R O P . T Y P E " C " M H ( 2 1 6 ) NATURAL GROUND NATURAL GROUND M I N . 1 ' WATER PROP.8" WATER PROP.8" 36 LF @ 0.33% PROP.8"SAN.SWR. M I N . 2 ' 32 LF @ 0.18% STM.SWR. PROP.24"RCP -0.31% T/C @ `=60.93 BRICK PLUG PROP.8"THICK T / C = 6 6 . 8 8 ( L T & R T ) S T A . 7 + 1 2 . 3 1 `=55.61 PLUG & CLAMP PROP.8"SAN.SWR. TO 95% STD.PROCTOR DENSITY. 8"LIFTS MAXIMUM AND COMPACTED PROPOSED FILL TO BE PLACED IN 3:1 MAX SLOPE TO NG PLUG & CLAMP PROP.8"WATER LINE 0+00 1+00 2+00 1 3 + 0 0 1 4 + 0 0 T/C=66.50(LT) STA.1+37.62 T/C=66.61(RT) STA.1+18.08 T/C=66.81(RT) STA.1+25.28 T/C=66.55(LT&RT) STA.1+55.79 T/C @ 0.39% T/C @ 0.30% 2 4 " ` = 6 1 . 1 6 P R O P . T Y P E " C " M H ( 1 1 0 ) 8"`=49.27 PROP.SAN.SWR.MH(S205) 47 LF @ 0.33% PROP.8"SAN.SWR. 2 4 " ` = 6 1 . 3 0 P R O P . T Y P E " C " M H ( 1 1 1 ) T/C=66.50(RT) STA.1+43.08 NATURAL GROUND NATURAL GROUND PROP.8"WATER PROP.8"PLUG & CLAMP CLR. 1'MIN. 80 LF @ 0.177% PROP.24"RCP STM.SWR. PROP.8"WATER T/C=66.99(LT) STA.1+13.25 TO 95% STD.PROCTOR DENSITY. 8"LIFTS MAXIMUM AND COMPACTED PROPOSED FILL TO BE PLACED IN 3:1 MAX SLOPE TO NG `=49.43 PROP.8"PLUG & CLAMP H .C .C .F . N o . 2 1 2 0 5 3 9 3 4 2 (T R A C T V ) C A L L E D 1 3 0 .0 4 0 A C R E S P O R T IO N O F H A N N O V E R E S T A T E S , L T D . 020 20 SCALE: 1"=20' 10 54 2 M A T C H L I N E S T A . 5 + 0 0 21 +00 +00 +00 +00345 ( S E E S H E E T 2 2 ) M A T C H L I N E S T A . 5 + 0 0 ( S E E S H E E T 2 2 ) C20 6 0 ' R . O . W. CONC.CURB CONC.PVMT. W/4"x12" PROP.6"REINFORCED C20 17.89 55.00 18°38'15"N07°41'15"E 17.81 Curve Length Radius Delta Chd Direction Chd Length 25'B.L. 25'B.L. S01°37'52"E HARMONY STREET STA.0+00 to STA.5+00 HARMONY STREET PLAN & PROFILE R C P L E A D P R O P . 2 4 " PROP.24"RCP STM.SWR. PROP.8"SAN.SWR. PROP.8"WATER 3' 2' STA.3+80.37 1-FIRE HYDRANT 1-6" GV&BOX 1-6"x8" TEE STA.2+65.06,24'RT PROP.SAN.SWR.MH(S225) STA.4+60.06,24'RT PROP.SAN.SWR.MH(S224) TYP. ALL NOTE 12 SEE 6 " L E A D SEE NOTE 6 56 58 60 62 64 66 68 70 52 54 56 58 60 62 64 66 68 70 52 PLAT BOUNDARY P L A T B O U N D A R Y P L A T B O U N D A R Y ` = 6 3 . 1 6 S T A . 2 + 6 5 . 0 6 , 3 0 ' R T P R O P . S A N . W Y E ` = 6 3 . 4 7 S T A . 3 + 9 5 . 0 6 , 3 0 ' R T P R O P . S A N . W Y E ` = 6 3 . 3 2 S T A . 4 + 4 5 . 3 7 , 3 0 ' L T P R O P . S A N . W Y E STACK LEAD STACK LEAD STACK LEAD STA.2+30.62,21.50'LT PROP.TYPE"C"MH(230) `=61.48 T/C=66.55 STA.2+30.62,15.50'LT PROP.TYPE"B-B"INLET P.T. STA.2+17.64 `=61.58 T/C=66.55 STA.2+30.62,15.50'RT PROP.TYPE"B-B"INLET STA.2+21.36 1-2" BLOW-OFF VALVE W/BOX 1-8" GV & BOX 1-8" PLUG & CLAMP AND LOAD TRANSFER DEVICE CITY OF HUMBLE BARRICADE CONSTRUCT STD.TYPE III BEGIN PAVEMENT STA.2+00.00 B T O B 3 1 ' 1 4 . 5 ' 1 4 . 5 ' H.C.C.F.______ CONCTRUCTION EASEMENT 30'X70'TEMPORARY H . C . C . F . N o . _ _ _ _ _ _ _ 5 ' W. L . E . 2+ 00 3+00 4+00 5+00 7 8 102 101 100 99 98 5 4 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 4 0 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 2 1 - P P - H a r m o n y S t r e e t - 1 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR T / C = 6 7 . 0 2 ( L T & R T ) S T A . 3 + 8 0 . 3 7 T / C = 6 6 . 5 5 ( L T & R T ) S T A . 2 + 2 6 . 9 6 T/C @ 0.31% T/C @ -0.30% 8"`=55.26 PROP.SAN.SWR.MH(S224) 8"`=55.91 PROP.SAN.SWR.MH(S225) PROP.8"SAN.SWR.-195 LF @ 0.33% PROP.8"WATER C O V E R 4 ' M I N . F.H.LEAD PROP.6" WYE(RT) S T A C K ( R T ) WYE(LT) S T A C K ( R T ) WYE(LT) S T A C K ( L T ) WYE(RT) 2 4 " ` = 6 1 . 3 8 ( N ) 2 4 " ` = 6 1 . 0 5 ( E ) P R O P . T Y P E " C " M H ( 2 3 0 ) 410 LF @ 0.18% PROP.24"RCP STM.SWR. @ 0.33% PROP.8"SAN.SWR. T / C = 6 6 . 6 1 ( L T & R T ) S T A . 2 + 0 0 . 0 6 PLUG & CLAMP PROP.8"WATER LINE DNUORG LARUTAN TO 95% STD.PROCTOR DENSITY. 8"LIFTS MAXIMUM AND COMPACTED PROPOSED FILL TO BE PLACED IN 3:1 MAX SLOPE TO NG T/C @ -0.23% `=61.09 BRICK PLUG PROP.8"THICK 21 LF @ 0.18% PROP.24"RCP STM.SWR. DNUORG LARUTAN 020 20 SCALE: 1"=20' 10 54 5 22 +00 +00 +00 +00 +00 ( S E E S H E E T 2 1 ) M A T C H L I N E S T A . 5 + 0 0 ( S E E S H E E T 2 1 ) M A T C H L I N E S T A . 5 + 0 0 6 7 8 9 C19 L 2 5 C19 49.84 200.00 14°16'46"S05°30'31"W 49.72 Curve Length Radius Delta Chd Direction Chd Length L25 56.92 N12°38'54"E Line Length Direction 6 0 ' R . O . W. CONC.CURB CONC.PVMT. W/4"x12" PROP.6"REINFORCED 25'B.L. 25'B.L. 1 0 ' B . L . 1 0 'B . L . 5'W .L .E . 5 ' W. L . E . S01°37'52"E HARMONY STREET STA.5+00 to END HARMONY STREET PLAN & PROFILE R C P L E A D P R O P . 2 4 " PROP.8"SAN.SWR. PROP.8"WATER PROP.24"RCP STM.SWR. PROP.SAN.SWR.MH(217) 1 7 L A N E R H A P S O D Y RCP STM.SWR. PROP.36" P R OP.8" S A N. S W R. P R O P . 8 " S A N . S WR . 6 " L E A D 6 " L E A D 6 " L E A D 6"LEAD 6"LEAD 6"LEAD 8 " WA T E R P R O P . P R O P . 8 " WA T E R 2-8" GV&BOX 3-8" 22.5° BEND 1-8"x8" TEE > RHAPSODY LANE STA.5+69.10 > HARMONY STREET STA.7+90.25= STA.6+88.28,30'RT PROP.SAN.SWR.MH(S223) TYP. ALL NOTE 12 SEE SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 P R O P . 3 6 " R C P S T M. S WR . SEE NOTE 6 52 56 58 60 62 64 66 68 70 54 52 56 58 60 62 64 66 68 70 ` = 6 2 . 9 3 S T A . 5 + 7 5 . 3 7 , 3 5 ' L T P R O P . S A N . WY E ` = 6 2 . 7 8 S T A . 6 + 2 2 . 5 6 , 3 0 ' L T P R O P . S A N . WY E ` 6 2 . 8 8 S T A . 6 + 7 2 . 8 7 , 3 5 ' L T P R O P . S A N . WY E ` = 6 2 . 9 5 S T A . 6 + 8 8 . 2 8 , 3 0 ' L T P R O P . S A N . WY E ` = 6 3 . 1 5 S T A . 7 + 2 8 . 4 2 , 3 5 ' L T P R O P . S A N . WY E STACK STACK STACK 6"LEAD STACK STACK LEAD STACK LEAD STA.6+40.37,21.50'LT PROP.TYPE"C"MH(229) `=60.83 T/C=66.23 STA.6+40.37,21.50'LT PROP.TYPE"B-B"INLET P.C. STA.6+83.48 `=61.03 T/C=66.23 STA.6+40.37,15.50'RT PROP.TYPE"B-B"INLET STA.7+00.67,21.39'LT PROP.TYPE"C"MH(228) P.T. STA.7+33.33 STA.7+66.10,28.54'LT PROP.TYPE"C"MH(214) STA.7+48.14,23.96'RT PROP.SAN.SWR.MH(S222) ` = 6 3 . 7 S T A . 5 + 2 5 . 6 , 3 0 ' L T P R O P . S A N . WY E =25'R =25'R P R O P . 3 6 " R C P S T M. S WR . PROP.TYPE"C"MH(214) STA.8+11.87, 48.30'RT PROP.SAN.SWR.MH(S216) B T O B 3 1 ' 1 4 . 5 ' 1 4 . 5 ' 5+00 6+00 7+00 8 + 0 0 8 + 4 9 8 + 4 9 5 + 0 0 6 + 0 0 28 27 26 25 24 123456 97 96 95 94 93 5 1 4 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 4 0 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 2 2 - P P - H a r m o n y S t r e e t - 2 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR T / C = 6 6 . 2 3 ( L T & R T ) S T A . 6 + 4 0 . 3 7 T / C = 6 6 . 7 4 ( L T & R T ) S T A . 7 + 4 9 . 1 0 T / C = 6 6 . 9 8 ( L T ) S T A . 7 + 6 7 . 0 6 T / C = 6 6 . 7 4 ( L T ) S T A . 7 + 7 4 . 0 8 T / C = 6 6 . 9 4 ( R T ) S T A . 7 + 6 7 . 0 6 T / C = 6 6 . 7 4 ( R T ) S T A . 7 + 7 4 . 0 8 T/C @ 0.47% 8"`=54.33 PROP.SAN.SWR.MH(S222)8"`=54.51 PROP.SAN.SWR.MH(S223) PROP.8"SAN.SWR.-228 LF @ 0.33% PROP.8"SAN.SWR.-54 LF @ 0.33%PROP.8"SAN.SWR.-68 LF @ 0.33% 8"`=54.11 PROP.SAN.SWR.MH(S216) M I N . 1 ' WYE(LT) S T A C K ( L T ) WYE(RT) S T A C K ( R T ) S T A C K ( R T ) WYE(RT)WYE(LT) S T A C K ( L T ) S T A C K ( R T ) WYE(RT) WYE(LT) S T A C K ( R T ) WYE(RT) WYE(RT) DNUORG LARUTAN @ 0.18% PROP.24"RCP STM.SWR. 2 4 " ` = 6 0 . 7 3 ( E ) 2 4 " ` = 6 0 . 6 4 ( S , N ) P R O P . T Y P E " C " M H ( 2 2 9 ) 62 LF @ 0.19% PROP.24"RCP STM.SWR. 2 4 " ` = 6 0 . 5 2 ( S ) 3 0 " ` = 6 0 . 5 2 ( N ) P R O P . T Y P E " C " M H ( 2 2 8 ) 69 LF @ 0.13% PROP.30"RCP STM.SWR. 3 0 " ` = 6 0 . 4 3 P R O P . T Y P E " C " M H ( 2 1 4 ) PROP.8"WATER PROP.8"WATER TO 95% STD.PROCTOR DENSITY. 8"LIFTS MAXIMUM AND COMPACTED PROPOSED FILL TO BE PLACED IN DNUORG LARUTAN T/C @ -0.30% GRADINGPROP.LOT M I N . 2 ' 020 20 SCALE: 1"=20' 10 54 0 M A T C H L I N E S T A . 3 + 2 0 23 STA.0+00 to STA.3+20 MELODY LANE PLAN & PROFILE +00 +00 +00 +00123 M A T C H L I N E S T A . 3 + 2 0 ( S E E S H E E T 2 4 ) ( S E E S H E E T 2 4 ) 6 0 ' R . O . W. CONC.CURB CONC.PVMT. W/4"x12" PROP.6"REINFORCED = 4 2 .5 ' R =5 0' R 25'B.L. 25'B.L. 2 5 ' B . L . 5 ' W. L . E . MELODY LANE PROP.24"RCP STM.SWR. PROP.8"SAN.SWR. PROP.6"WATER R C P L E A D P R O P . 2 4 " 6"L E A D 6 " L E A D 6"LEAD 6"LEAD STA.0+55.28 1-2" BLOW-OFF VALVE W/BOX STA.1+58.79 1-FIRE HYDRANT 1-4"x6" REDUCER 1-6" GV&BOX 4-8" 45° BEND 1-8"x6" TEE STA.00+88.92,45.93'LT PROP.SAN.SWR.MH(S229) TYP. ALL NOTE 12 SEE 4"WATER PROP. SEE NOTE 6 SEE NOTE 6 3' 56 58 60 62 64 66 68 70 52 54 56 58 60 62 64 66 68 70 52 ` =6 3. 5 3 STA. 0 0 +5 0. 1 0, 2 3. 1 2' LT PR O P. SA N. W Y E ` = 6 3 . 1 6 S T A . 0 0 + 8 8 . 8 7 , 5 3 . 8 6 ' R T P R O P . S A N . WY E ` = 6 3 . 4 9 S T A . 2 + 1 5 . 7 3 , 3 5 ' R T P R O P . S A N . W Y E ` = 6 2 . 7 7 S T A . 2 + 7 7 . 8 0 , 3 0 ' L T P R O P . S A N . WY E 6"LEAD STACK STACK STACK STACK STA.1+50.27,23.80'LT PROP.SAN.SWR.MH(S228) ` = 6 2 . 6 8 S T A . 1 + 4 7 . 8 0 , 3 0 . 2 0 ' L T P R O P . S A N . WY E S1°37'52"E `=60.78 T/C=65.98 STA.2+12.80,15.50'LT PROP.TYPE"B-B"INLET STA.2+12.80,21.50' PROP.TYPE"C"MH(227) `=60.58 T/C=65.98 STA.2+12.80,15.50'RT PROP.TYPE"B-B"INLET 5 ' S . S . E . P R O P . 5 ' B T O B 3 1 ' 1 4 . 5 ' 1 4 . 5 ' 0+00 1+00 2+00 3+00 8685 84 83 82 81 80 79 78 77 76 4 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 4 1 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 2 3 - P P - M e l o d y L a n e - 1 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR T / C = 6 6 . 9 8 ( L T & R T ) S T A . 0 + 5 7 . 5 0 T / C = 6 6 . 2 6 ( L T & R T ) S T A . 1 + 3 2 . 2 4 T / C = 6 5 . 9 8 ( L T & R T ) S T A . 2 + 1 2 . 8 0 T / C = 6 6 . 1 4 ( L T & R T ) S T A . 1 + 5 8 . 7 9 T/C @ 0.46% T/C @ -0.30% T/C @ -0.45% T/C @ -0.96% 8"`=54.94 PROP.SAN.SWR.MH(S228) 8"`=55.16 PROP.SAN.SWR.MH(S229) PROP.8"SAN.SWR.-65 LF @ 0.33% PROP.6"WATER F.H.LEAD PROP.6" PROP.4"WATER PROP.4"WATER WYE(LT) S T A C K ( L T ) S T A C K ( L T ) WYE(RT) WYE(LT) S T A C K ( L T ) WYE(RT) S T A C K ( R T ) WYE(LT) WYE(LT) S T A C K ( L T ) DNUORG LARUTAN 24"`=60.87(N) 24"`=60.48(W) PROP.TYPE"C"MH(227) DNUORG LARUTAN TO 95% STD.PROCTOR DENSITY. 8"LIFTS MAXIMUM AND COMPACTED PROPOSED FILL TO BE PLACED IN PROP.8"SAN.SWR.-355 LF @ 0.33% 260 LF @ 0.18% PROP.24"RCP STM.SWR. 020 20 SCALE: 1"=20' 10 3 24 +00 +00 +00 +00 M A T C H L I N E S T A . 3 + 2 0 +20 M A T C H L I N E S T A . 3 + 2 0 STA.3+20 to END MELODY LANE PLAN & PROFILE ( S E E S H E E T 2 3 ) ( S E E S H E E T 2 3 ) 4 5 6 7 6 0 ' R . O . W . CONC.CURB CONC.PVMT. W/4"x12" PROP.6"REINFORCED C21 L 24 P.T. STA.5+81.54 L24 37.29 S18°57'22"W Line Length Direction C21 71.86 200.00 20°35'14"S08°39'45"W 71.48 Curve Length Radius Delta Chd Direction Chd Length 5 ' W . L . E . 25'B.L. 25'B.L. S01°37'52"E MELODY LANE PROP.8"SAN.SWR. PROP.6"WATER PROP.24"RCP STM.SWR. 56 58 60 62 64 66 68 70 52 54 24 PI N E D RI V E T O W N SE N 1 7 L A N E R H A P S O D Y P R O P. 8" S A N. SW R. P R O P .8 " S A N .S WR . 6 " L E A D 6 " L E A D 6 " L E A D 6"LEAD 6"LEAD STACK R C P L E A D P R O P . 2 4 " P R O P .8 " WA T E R PROP.8"WATER STA.5+57.34,30'LT PROP.SAN.SWR.MH(S226) TYP. ALL NOTE 12 SEE SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 56 58 60 62 64 66 68 70 52 54 ` = 6 3 . 0 7 S T A . 3 + 4 5 . 7 3 , 3 5 ' R T P R O P . S A N . WY E ` = 6 2 . 8 6 S T A . 4 + 0 7 . 8 0 , 3 0 ' L T P R O P . S A N . WY E ` = 6 2 . 7 4 S T A . 4 + 4 3 . 2 3 , 3 5 ' R T P R O P . S A N . WY E ` = 6 2 . 7 5 S T A . 5 + 0 8 . 2 3 , 3 5 ' R T P R O P . S A N . WY E ` = 6 2 . 9 0 S T A . 5 + 5 7 . 3 4 , 3 0 ' L T P R O P . S A N . WY E STACK STACK 6"LEAD STACK STACK STACK `=60.94 T/C=66.14 STA.4+72.80,15.50'LT PROP.TYPE"B-B"INLET `=60.74 T/C=66.14 STA.4+72.80,15.50'RT PROP.TYPE"B-B"INLET STA.4+72.80,21.50'RT PROP.TYPE"C"MH(226) STA.5+5.30,30'LT PROP.SAN.SWR.MH(S227) P.C. STA.5+09.68 ` = 6 2 . 7 4 S T A . 5 + 5 . 3 0 , 3 0 ' L T P R O P . S A N . WY E STA.5+39.3,19.55'RT PROP.TYPE"C"MH(225) STA.5+80.30,21.56'RT PROP.TYPE"C"MH(224) STA.5+97.34,41.3'RT PROP.TYPE"C"MH(210) STA.6+41.34,21.96'LT PROP.SAN.SWR.MH(S211) > RHAPSODY LANE STA.8+82.27 > MELODY LANE STA.6+15.84= 2-8" GV&BOX 1-8" 22.5° BEND 3-8" 45° BEND 1-8"x8" TEE 1-8"x6" REDUCER PROP.24"RCP STM.SWR. STM.SWR. 24" RCP PROP. STM.SWR. 42"RCP PROP. STM.SWR. 24" RCP PROP. PROP.8"WATER P R O P .8 " S A N .S WR . P R O P. 8" S A N. SW R. SAN.SWR. PROP.8" PROP.SAN.SWR.MH(S210) 5' W. L. E. STM.SWR. 42"RCP PROP. 1 4 . 5 ' B T O B 3 1 ' 1 4 . 5 ' 4+00 5+00 6+00 7+ 00 9 + 0 0 0+ 00 1+ 00 92 91 90898887 75 74 73 72 71 9 8 7 4 4 4 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 4 1 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 2 4 - P P - M e l o d y L a n e - 2 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR T / C = 6 6 . 5 8 ( L T & R T ) S T A . 3 + 4 2 . 8 0 T / C = 6 6 . 1 4 ( L T & R T ) S T A . 4 + 7 2 . 8 0 T / C = 6 6 . 8 7 ( L T ) S T A . 6 + 0 3 . 3 4 T / C = 6 6 . 4 7 ( L T ) S T A . 5 + 7 8 . 8 8 T / C = 6 6 . 4 7 ( R T ) S T A . 6 + 0 3 . 3 4 T / C = 6 6 . 6 7 ( R T ) S T A . 5 + 9 5 . 8 4 T / C = 6 6 . 4 7 ( R T ) S T A . 5 + 7 7 . 5 2 T/C @ 0.32%T/C @ -0.34% 8"`=53.30 PROP.SAN.SWR.MH(S211) 8"`=53.58 PROP.SAN.SWR.MH(S226) 8"`=53.77 PROP.SAN.SWR.MH(S227) -57 LF @ 0.33% PROP.8"SAN.SWR. -87 LF @ 0.33% PROP.8"SAN.SWR. C O V E R 4 ' M I N . M I N . 1 ' PROP.8"WATER RETAW" 8 .P O R P WYE(RT) S T A C K ( L T ) WYE(LT) S T A C K ( L T ) WYE(LT) S T A C K ( R T ) WYE(LT) WYE(LT) S T A C K ( L T ) WYE(RT) S T A C K ( L T ) WYE(LT) S T A C K ( L T ) DNUORG LARUTAN DNUORG LARUTAN 2 4 " ` = 6 0 . 6 4 ( W ) 2 4 " ` = 6 0 . 4 0 ( S , N ) P R O P . T Y P E " C " M H ( 2 2 6 ) 63 LF @ 0.18% PROP.24"RCP STM.SWR. 2 4 " ` = 6 0 . 2 9 P R O P . T Y P E " C " M H ( 2 2 5 ) 37 LF @ 0.19% STM.SWR. PROP.24"RCP 26 LF @ 0.20% STM.SWR. PROP.24"RCP 2 4 " ` = 6 0 . 2 2 P R O P . T Y P E " C " M H ( 2 2 4 ) 2 4 " ` = 6 0 . 1 7 ( N W ) 4 2 " ` = 5 9 . 9 6 ( W, E ) P R O P . T Y P E " C " M H ( 2 1 0 ) PROP.8"SAN.SWR. @ 0.33% @ 0.18% PROP.24"RCP STM.SWR. PROP.6"WATER T/C @ 0.46% M I N . 2 ' 020 20 SCALE: 1"=20' 10 54 0 M A T C H L I N E S T A . 3 + 0 0 25 +00 +00 +00 +00 M A T C H L I N E S T A . 3 + 0 0 1 2 3 ( S E E S H E E T 2 6 ) ( S E E S H E E T 2 6 ) 6 0 ' R . O . W. CONC.CURB CONC.PVMT. W/4"x12" PROP.6"REINFORCED = 4 2 .5 ' R =5 0' R 5 ' W. L . E . 2 5 ' B . L . 25'B.L. 25'B.L. RHYTHMIC STREET STA.0+00 to STA.3+00 RHYTHMIC STREET PLAN & PROFILE R C P L E A D P R O P . 2 4 " PROP.6"WATER PROP.8"SAN.SWR. 56 58 60 62 64 66 68 70 PROP.24"RCP STM.SWR. 6 " L E A D 6 " L E A D 6"LEAD 6"LEAD 4"WATER PROP. TYP. ALL NOTE 12 SEE SEE NOTE 6 SEE NOTE 6 3' 52 54 56 58 60 62 64 66 68 70 52 ` = 6 3. 4 0 S T A. 0 0 + 5 3. 0 9, 2 8. 7 2' L T P R OP. S AN. W YE ` = 6 2 . 5 1 S T A . 1 + 6 3 . 3 6 , 3 0 ' L T P R O P . S A N . WY E ` = 6 2 . 4 8 S T A . 1 + 7 0 . 2 9 , 3 5 ' R T P R O P . S A N . W Y E ` = 6 2 . 5 6 S T A . 2 + 9 3 . 3 6 , 3 0 ' L T P R O P . S A N . WY E `=60.47 T/C=65.67 STA.2+35.29,15.50'LT PROP.TYPE"B-B"INLET 6"LEAD STACKSTACK STACK STACK S1°37'52"E ` = 6 2 . 9 2 S T A . 1 + 0 3 . 2 9 , 5 4 . 9 0 ' R T P R O P . S A N . WY E `=60.27 T/C=65.67 STA.2+35.29,15.50'RT PROP.TYPE"B-B"INLET STA.1+51.02, 23.60'LT PROP.SAN.SWR.MH(S232) 1+06.13, 46.14'LT PROP.SAN.SWR.MH(S233) 5 'S .S .E . P RO P. 8 " S A N. S W R. 1-4" PLUG & CLAMP STA.00+56.36 1-2" BLOW-OFF VALVE W/BOX STA.1+58.75 1-FIRE HYDRANT 1-6" GV&BOX 1-6"x4" REDUCER 4-4" 45° BEND 1-6"x6" TEE STA,2+35.29,21.50'RT PROP.TYPE"C"MH(223) B T O B 3 1 ' 1 4 . 5 ' 1 4 . 5 ' 0+00 1+00 2+00 3+00 65 6463 62 61 60 59 58 57 4 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 4 2 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 2 5 - P P - R h y t h m i c S t r e e t - 1 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR T / C = 6 6 . 8 8 ( L T ) S T A . 0 + 5 7 . 5 0 T / C = 6 6 . 1 6 ( L T & R T ) S T A . 1 + 3 2 . 2 4 T / C = 6 6 . 0 4 ( L T & R T ) S T A . 1 + 5 8 . 7 9 T / C = 6 5 . 6 7 ( L T & R T ) S T A . 2 + 3 5 . 2 9 T/C @ -0.96% T/C @ -0.45% T/C @ -0.48% 8"`=55.79 PROP.SAN.SWR.MH(S233) 8"`=55.60 PROP.SAN.SWR.MH(S232) PROP.8"SAN.SWR.-58 LF @ 0.33% PROP.8"SAN.SWR.-207 LF @ 0.33% PROP.6"WATER C O V E R 4 ' M I N . PROP.4"WATER PROP.6"WATER WYE(LT) WYE(RT) WYE(LT) WYE(RT) WYE(LT) NATURAL GROUND F.H.LEAD PROP.6" S T A C K ( L T ) S T A C K ( L T ) S T A C K ( L T ) S T A C K ( L T ) 24"`=60.34(W) 24"`=60.17(N) PROP.TYPE"C"MH(223) TO 95% STD.PROCTOR DENSITY. 8"LIFTS MAXIMUM AND COMPACTED PROPOSED FILL TO BE PLACED IN 188 LF @ 0.18% PROP.24"RCP STM.SWR. T/C @ 0.51% C O V E R 4 ' M I N . 020 20 SCALE: 1"=20' 10 54 3 26 +00 +00 +00 +00 +00 M A T C H L I N E S T A . 3 + 0 0 M A T C H L I N E S T A . 3 + 0 0 ( S E E S H E E T 2 5 ) ( S E E S H E E T 2 5 ) 4 5 6 7 25'B.L. 25'B.L. 6 0 ' R . O . W . C22 L 23 S01°37'52"E CONC.CURB CONC.PVMT. W/4"x12" PROP.6"REINFORCED C22 57.97 200.00 16°36'21"S06°40'18"W 57.76 Curve Length Radius Delta Chd Direction Chd Length L23 51.18 S18°57'22"W Line Length Direction 5 ' W . L . E . 2 5 'B .L . RHYTHMIC STREET STA.3+00 to END RHYTHMIC STREET PLAN & PROFILE PROP.8"SAN.SWR. P R O P .4 8 " R C P S T M.S WR . P R O P. 8" S A N. SW R. PROP.24"RCP STM.SWR. 1 8 L A N E R H A P S O D Y 6 " L E A D 6 " L E A D 6"LEAD 6"LEAD R C P L E A D P R O P .2 4 " PROP.6"WATER P R O P .8 " WA T E R P R O P .8 " WA T E R PROP.8"WATER PROP.TYPE"C"MH(208) TYP. ALL NOTE 12 SEE SEE NOTE 6 SEE NOTE 6SEE NOTE 6 NOTE 6 SEE 56 58 60 62 64 66 68 70 54 56 58 60 62 64 66 68 70 ` = 6 2 . 5 6 S T A . 3 + 0 0 . 2 9 , 3 5 ' R T P R O P . S A N . WY E ` = 6 2 . 7 6 S T A . 3 + 3 2 . 7 9 , 3 5 ' R T P R O P . S A N . WY E ` = 6 3 . 1 3 S T A . 3 + 9 3 . 6 1 , 3 0 ' L T P R O P . S A N . WY E ` = 6 3 . 1 6 S T A . 3 + 9 7 . 7 9 , 3 5 ' R T P R O P . S A N . WY E STACK STACK STACK STACK STA.3+58.33,22.68'LT PROP.SAN.SWR.MH(S231)P.C. STA.3+99.24 ` = 6 3 . 3 S T A . 4 + 4 3 . 7 5 , 3 0 ' L T P R O P . S A N . WY E STA.4+43.75,24.06'LT PROP.SAN.SWR.MH(S230) P.T. STA.4+57.21 `=61.26 T/C=66.46 STA.4+64.89,15.50'LT PROP.TYPE"B-B"INLET STA.4+25.88,18.43'RT PROP.TYPE"C"MH(222) `=61.06 T/C=66.46 STA.4+64.89,15.50'RT PROP.TYPE"B-B"INLET STA.4+64.89,21.25'RT PROP.TYPE"C"MH(221) STA.4+86.89,40.50'RT PROP.TYPE"C"MH(207) STA.5+30.89,22.45'LT PROP.SAN.SWR.MH(S212) B T O B 3 1 ' 1 4 . 5 ' 1 4 . 5 ' 2-8" GV&BOXES 1-8" 22.5°BEND 3-8" 45°BEND 1-8"x6" REDUCER 1-8"x8" TEE S T M. SW R. P R O P. 2 4 " R C P PROP.24"RCP STM.SWR. P R O P .4 8 " R C P S T M.S WR . P R O P .4 2 " R C P S T M.S WR . P R O P .8 " S A N .S WR . P R O P .8 " S A N .S WR . > RHAPSODY LANE STA.11+92.53 > RHYTHMIC STREET STA.5+08.39= 5' W. L. E. 3+00 4+00 5+ 00 6+ 00 6+ 08 6+ 08 1 2 + 0 0 70 69 686766 56 55 54 53 18 17 16 15 4 4 4 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 4 2 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 2 6 - P P - R h y t h m i c S t r e e t - 2 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR T / C = 6 6 . 6 7 ( L T & R T ) S T A . 3 + 9 9 . 2 4 T / C = 6 6 . 4 6 ( L T & R T ) S T A . 4 + 6 7 . 8 9 T / C = 6 6 . 8 2 ( L T ) S T A . 4 + 8 5 . 5 6 T / C = 6 6 . 5 8 ( L T ) S T A . 4 + 9 2 . 8 9 T / C = 6 6 . 7 8 ( R T ) S T A . 4 + 8 5 . 5 6 T / C = 6 6 . 5 8 ( R T ) S T A . 4 + 9 2 . 8 9 T/C @ 0.51% T/C @ -0.31% 8"`=54.92 PROP.SAN.SWR.MH(S231) 8"`=54.62 PROP.SAN.SWR.MH(S230) 8"`=54.32 PROP.SAN.SWR.MH(S212) PROP.8"SAN.SWR.-90 LF @ 0.33%PROP.8"SAN.SWR.-90 LF @ 0.33% M I N . 1 'PR O P. 8" W A T E R PROP.8"WATER WYE(LT)WYE(RT) WYE(LT) WYE(RT) WYE(RT) NATURAL GROUND NATURAL GROUND S T A C K ( R T ) S T A C K ( R T ) S T A C K ( R T ) M I N . 2 ' WYE(LT)WYE(LT)WYE(LT) 24"`=60.00 PROP.TYPE"C"MH(222) 24"`=60.96(W) 24"`=59.94(S,NE) PROP.TYPE"C"MH(221) 35 LF @ 0.18% STM.SWR. PROP.24"RCP @ 0.17% 29 LF STM.SWR. RCP PROP.24" 24"`=59.89(SW) 48"`=59.83(W,E) PROP.TYPE"C"MH(207) @ 0.18% PROP.24"RCP STM.SWR. PROP.6"WATER PROP.8"SAN.SWR. @ 0.33% C O V E R 4 ' M I N . PROP.4"WATER PROP.6"WATER PROP.24"RCP STM.SWR. PROP.8"SAN.SWR. STACK STACK STACK STACK STACK 020 20 SCALE: 1"=20' 10 0 27 +00 +00 +00 +00 +00 STA.0+00 to END DYNAMIC LANE PLAN & PROFILE 4 C23 L 22 = 4 2. 5'R =50'R 6 0 ' R . O . W. CONC.CURB CONC.PVMT. W/4"x12" PROP.6"REINFORCED 25'B.L. 2 5' B . L . 25'B.L. 5 ' W. L . E . C23 71.86 200.00 20°35'14"S08°39'45"W 71.48 Curve Length Radius Delta Chd Direction Chd Length L22 37.29 S18°57'22"W Line Length Direction DYNAMIC LANE 1 2 3 4 52 R C P L E A D P R O P . 2 4 " P R O P .5 4 " R C P S T M.S WR . PROP.TYPE"C"MH(205) 1 9 L A N E R H A P S O D Y > RHAPSODY LANE STA.15+1.83 > DYNAMIC LANE STA.3+97.92= R C P L E A D P R O P .2 4 " 6 " L E A D 6 " L E A D 6 " L E A D 6"LEAD 6"LEAD 6"LEAD P R O P .8 " WA T E R TYP. ALL NOTE 12 SEE SEE NOTE 6 SEE NOTE 6 3' 54 56 58 60 62 64 66 68 70 52 54 56 58 60 62 64 66 68 70 ` = 6 2 . 5 7 S T A . 1 + 8 3 . 3 9 , 3 0 ' R T P R O P . S A N . W Y E ` = 6 2 . 6 0 S T A . 1 + 8 9 . 8 1 , 3 5 ' R T P R O P . S A N . WY E ` = 6 3 . 1 0 S T A . 2 + 8 0 . 8 9 , 3 0 ' R T P R O P . S A N . W Y E ` = 6 3 . 1 4 S T A . 2 + 8 7 . 3 1 , 3 5 ' R T P R O P . S A N . WY E ` = 6 3 . 0 0 S T A . 3 + 3 3 . 6 7 , 3 0 ' R T P R O P . S A N . WY E STA.1+50.99,22.50'LT PROP.SAN.SWR.MH(S236) `=60.74 T/C=65.94 STA.1+61.79,15.50'LT PROP.TYPE"B-B"INLET S1°37'52"E STA.1+61.79,21.50'RT PROP.TYPE"C"MH(220) `=60.54 T/C=65.94 STA.1+61.79,15.50'RT PROP.TYPE"B-B"INLET P.C. STA.2+88.76 STA.2+80.89,22.50'LT PROP.SAN.SWR.MH(S235) P.T. STA.3+60.63 `=61.23 T/C=66.65 STA.3+55.17,15.48'LT PROP.TYPE"B-B"INLET STA.3+46.73,22.50'LT PROP.SAN.SWR.MH(S234) STA.3+06.78,19.14'RT PROP.TYPE"C"MH(219) `=61.3 T/C=66.65 STA.3+53.35,15.52'RT PROP.TYPE"B-B"INLET STA.3+53.55,21.51'RT PROP.TYPE"C"MH(218) STA.4+20.42,21.96'LT PROP.SAN.SWR.MH(S213) STA.3+76.42,40.37'RT PROP.TYPE"C"MH(24) 1-4" PLUG AND CLAP STA.0+55.14 1-2" BLOW-OFF VALVE W/BOX STA.1+52.09 1-FIRE HYDRANT 1-6"x4" REDUCER 1-6" GV&BOX 4-4" 45° BEND 1-6"x6" TEE 5 ' S . S . E . P R O P .5 4 " R C P S T M.S WR . P R O P .5 4 " R C P S T M.S WR . 1-8" GV&BOX 1-8" 45° BEND 1-6" 22.5° BEND 1-8"x6" REDUCER 1-8"x8" TEE P R O P .8 " WA T E R P R O P . 2 4 "R C P S TM . SW R . PROP.24"RCP STM.SWR. 5' W. L. E.1 0 'B .L . P R O P .8 " S A N .S WR . P R O P .8 " S A N .S WR . 5' W.L. E. ` =63.14 S T A.0 +70.35,46.32' R T P R O P. S A N. W Y E 1 4 . 5 ' 3 1 ' B T O B 1 4 . 5 ' PROP .8"SAN .SWR . P R O P. 8 "S A N. SW R. =35'R =35'R `= 6 3 .1 1 S T A .0 + 7 3 .6 4 ,4 8 .2 7 'R T P R O P .S A N .WY E STA.0+78.34,42.39'LT PROP.SAN.SWR.MH(S237) P R O P . 8 "S A N . SW R . 5' W. L. E. 2 5 'B .L . SEE NOTE 6 5'W.L.E. 0+00 1+00 2+00 3+00 4+00 1 5 + 0 0 52 51 504948 47 46 45 44 43 42 41 40 39 27 26 25 24 4 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 4 3 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 2 7 - P P - D y n a m i c L a n e . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR T / C = 6 6 . 7 8 ( L T & R T ) S T A . 0 + 5 7 . 5 0 T / C = 6 6 . 0 6 ( L T & R T ) S T A . 1 + 3 2 . 2 4 T / C = 6 5 . 9 4 ( L T & R T ) S T A . 1 + 5 8 . 7 9 T / C = 6 6 . 6 5 ( L T & R T ) S T A . 2 + 8 8 . 7 6 T / C = 6 6 . 4 3 ( L T & R T ) S T A . 3 + 5 6 . 6 0 T / C = 6 6 . 4 3 ( L T & R T ) S T A . 3 + 5 7 . 9 6 T / C = 6 6 . 7 2 ( L T & R T ) S T A . 3 + 7 5 . 2 1 T / C = 6 6 . 4 7 ( L T & R T ) S T A . 3 + 8 2 . 4 2 T / C = 6 6 . 6 4 ( L T & R T ) S T A . 3 + 7 4 . 9 2 T / C = 6 6 . 4 4 ( L T & R T ) S T A . 3 + 8 2 . 4 2 T/C @ -0.96%T/C @ 0.55% T/C @ -0.45% T/C @ -0.32% 8"`=56.50 PROP.SAN.SWR.MH(S237) 8"`=56.25 PROP.SAN.SWR.MH(S236) 8"`=55.82 PROP.SAN.SWR.MH(S235) 8"`=55.58 PROP.SAN.SWR.MH(S234) 8"`=55.33 PROP.SAN.SWR.MH(S213) PROP.8"SAN.SWR.-130 LF @ 0.33% PROP.8"SAN.SWR.-75 LF @ 0.33% PROP.8"SAN.SWR.-72 LF @ 0.33%PROP.8"SAN.SWR.-75 LF @ 0.33% C O V E R 4 ' M I N . M I N . 1 ' PROP.8"WATER PROP.4"WATER PROP.6"WATER PROP.4"WATER F.H.LEAD PROP.6" S T A C K ( L T ) WYE(LT) WYE(RT) S T A C K ( L T ) S T A C K ( L T ) WYE(LT) R E T A W" 6. PORP S T A C K ( L T ) WYE(RT)WYE(LT) S T A C K ( L T ) S T A C K ( L T ) WYE(RT) S T A C K ( L T ) WYE(LT) DNUORG LARUTAN DNUORG LARUTAN DNUORG LARUTAN 2 4 " ` = 6 0 . 4 4 ( W) 2 4 " ` = 6 0 . 0 7 ( N ) P R O P . T Y P E " C " M H ( 2 2 0 ) 143 LF @ 0.18% PROP.24"RCP STM.SWR. 24"`=59.81 PROP.TYPE"C"MH(219) 42 LF @ 0.19% STM.SWR. PROP.24"RCP 24"`=60.93(W) 24"`=59.73(NE,S) PROP.TYPE"C"MH(218) 29 LF @ 0.18% STM.SWR. PROP.24"RCP 24"`=59.68(SW) 54"`=59.63(W,E) PROP.TYPE"C"MH(204) TO 95% STD.PROCTOR DENSITY. 8"LIFTS MAXIMUM AND COMPACTED PROPOSED FILL TO BE PLACED IN (NO RECORDATION FOUND) PIPELINE MARKER ENTERPRISE PRODUCTS 020 20 SCALE: 1"=20' 10 52 0 M A T C H L I N E S T A . 5 + 0 0 28 +00 +00 +00 +00 +00 +00 M A T C H L I N E S T A . 5 + 0 0 1 2 3 4 5 ( S E E S H E E T 2 9 ) ( S E E S H E E T 2 9 ) 6 0 ' R . O . W. CONC.CURB CONC.PVMT. W/4"x12" PROP.6"REINFORCED 4 3 S18°21'36"W 12 5 ' W. L . E . R C P L E A D P R O P . 2 4 " R C P L E A D P R O P . 2 4 " 10'B.L. 10'B.L. 25'B.L. 5'U.E.16'U.E. 16'U.E.16'U.E.SEE NOTE 6 SEE NOTE 6 TOWNSEN PINE DRIVE STA.0+00 to STA.5+00 TOWNSEN PINE DRIVE PLAN & PROFILE PROP.8"WATER PROP.8"SAN.SWR. PROP.8"SAN.SWR. PROP.8"WATER P R O P . 8 " S A N . S WR . P R O P . 4 2 " R C P S T M . S W R . P R O P . 8 " WA T E R S T M . S W R . P R O P . 2 4 " R C P 6 " L E A D 6 " L E A D 6 " L E A D 6 " L E A D STM.SWR. PROP.24"RCP 1 7 L A N E R H A P S O D Y 3 2 L A K E D R I V E P L E A S A N T > RHAPSODY LANE STA.8+19.49 > TOWNSEN PINE DRIVE STA.1+00.00= > PLEASANT LAKE DRIVE STA.1+00.00 > TOWNSEN PINE DRIVE STA.4+42.48= P R O P . 8 " WA T E R STA.4+12.57 1-FIRE HYDRANT 1-8" GV&BOX 1-6" GV&BOX 1-8"x8" TEE 1-6"x8" TEE TYP. ALL NOTE 12 SEE SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 3' 7 64 54 56 58 60 62 64 66 68 70 52 54 56 58 60 62 64 66 68 70 STACK STACK STACKSTACK STA.1+44.09,23.43'LT PROP.TYPE"C"MH(232) `=61.30 T/C=66.70 STA.1+43.94,17.50'LT PROP.TYPE"B-B"INLET `=61.50 T/C=66.70 STA.1+43.06,17.50'RT PROP.TYPE"B-B"INLET STA.1+42.43,24.50'RT PROP.SAN.SWR.MH(S210) STA.3+98.37,23.43'LT PROP.TYPE"C"MH(114) `=61.42 T/C=66.54 STA.3+98.37,17.50'LT PROP.TYPE"B-B"INLET ` = 6 3 . 4 9 S T A . 3 + 0 0 . 1 , 3 5 ' R T P R O P . S A N . WY E ` = 6 3 . 1 9 S T A . 3 + 6 5 . 1 , 3 5 ' R T P R O P . S A N . W Y E `=61.62 T/C=66.54 STA.3+98.37,17.50'RT PROP.TYPE"B-B"INLET STA.4+64.32,23.38'LT PROP.TYPE"C"MH(106) ` = 6 3 . 2 1 S T A . 4 + 3 0 . 1 , 3 5 ' R T P R O P . S A N . WY E ` = 6 3 . 0 5 S T A . 4 + 9 5 . 1 , 3 5 ' R T P R O P . S A N . WY E STA.4+4.49,24.50'RT PROP.SAN.SWR.MH(S209) 1 2 . 5 ' B T O B 3 5 ' 1 2 . 5 ' 5'W.L.E. PROP.24"RCP STM.SWR. =25'R =25'R PROP.8"SAN.SWR. ` = S T A . 0 + 3 4 . 5 8 , 3 3 . 7 8 ' R T P R O P . S A N . W Y E P R O P . 8 " S A N . S WR . STA.0+78.74,23.43'LT PROP.TYPE"C"MH(211) STA.0+35.29, 40'RT PROP.SAN.SWR.MH(S226) STA.1+22.07, 41.05'RT PROP.SAN.SWR.MH(S211) PROP.8"SAN.SWR. P R O P . 4 2 " R C P S T M . S WR . 1-8" GV&BOX PROP.8"WATER 5 ' W. L . E . H.C.C.F. NO. U460955 VOL.8447, PG. 443, H.C.D.R. VOL.8321, PAGES 596,605,616 VOL.8266, PAGES 43,110,119 VOL.8218, PG. 577, 30'EXPLORER PIPELINE CO.ESMT. E X I S T . G A S E X I S T . G A S E X I S T . D I T C H E X I S T . D I T C H E X I S T . D I T C H ` PROP.24"RCP STM.SWR. PROP.TYPE"C"MH(107) PROP.SAN.SWR.MH(S238) PROP.8"SAN.SWR. =25'R =25'R PROP.TYPE 7 RAMP PROP.8"SAN.SWR. 6"LEAD STACK 1 0 ' B . L . 25'B.L. 5'W.L.E. 4 1 2 8 " P I P E L I N E E X I S T . E X P L O R E R 2 8 " P I P E L I N E E X I S T . E X P L O R E R 1 + 0 0 8 + 0 0 0+00 1+00 2+00 3+00 4+00 5+00 21 92 91 151617181920 1 1 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 4 4 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 2 8 - P P - T o w n s e n P i n e D r - 1 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR T / C = 6 7 . 1 4 ( L T & R T ) S T A . 2 + 6 9 . 7 7 T / C = 6 6 . 7 8 ( L T ) S T A . 4 + 4 2 . 4 8 T / C = 6 6 . 7 0 ( L T ) S T A . 1 + 1 5 . 9 5 T / C = 6 6 . 9 4 ( L T ) S T A . 1 + 2 3 . 1 8 T / C = 6 6 . 7 0 ( L T ) S T A . 1 + 4 0 . 9 4 T / C = 6 6 . 7 2 ( R T ) S T A . 1 + 1 5 . 0 6 T / C = 6 6 . 9 2 ( R T ) S T A . 1 + 2 2 . 4 7 T / C = 6 6 . 7 0 ( R T ) S T A . 1 + 4 0 . 0 6 T / C = 6 6 . 7 8 ( R T ) S T A . 4 + 1 9 . 1 7 T / C = 6 6 . 5 4 ( R T ) S T A . 4 + 2 6 . 3 6 T / C = 6 6 . 5 4 ( R T ) S T A . 4 + 5 7 . 3 8 T / C = 6 6 . 7 4 ( R T ) S T A . 4 + 6 4 . 8 2 T / C = 6 6 . 5 4 ( R T ) S T A . 4 + 8 2 . 3 7 T/C @ 0.34%T/C @ -0.47% 8"`=52.35 PROP.SAN.SWR.MH(S209) 8"`=53.21 PROP.SAN.SWR.MH(S210) 8"`=53.30 PROP.SAN.SWR.MH(S211) PROP.8"SAN.SWR.-262 LF @ 0.33% 26 LF @ 0.33% PROP.8"SAN.SWR. 2 4 " ` = 6 1 . 3 2 ( E ) 2 4 " ` = 6 1 . 4 4 ( N ) P R O P . T Y P E " C " M H ( 1 1 4 ) 2 4 " ` = 6 1 . 3 2 ( S ) 2 4 " ` = 6 0 . 7 0 ( E , N ) P R O P . T Y P E " C " M H ( 1 0 6 ) PROP.8"SAN.SWR.-289 LF @ 0.33% NATURAL GROUND NATURAL GROUND NATURAL GROUND WATER PROP.8" PROP.8"WATER PROP.8"WATER WYE(LT) WYE(LT) WYE(LT) WYE(LT) S T A C K ( R T ) S T A C K ( R T ) S T A C K ( L T ) S T A C K ( L T ) CLR. 1'MIN. M I N . 1 ' F.H.LEAD PROP.6" WYE(RT)WYE(RT) 2 4 " ` = 6 1 . 0 8 ( N ) 4 2 " ` = 6 0 . 1 7 ( S E ) 4 2 " ` = 6 0 . 0 7 ( N W ) P R O P . T Y P E " C " M H ( 2 1 1 ) 24"`=61.20 PROP.TYPE"C"MH(232) 65 LF @ 0.183% PROP.24"RCP STM.SWR. T / C = 6 6 . 5 4 ( R T & L T ) S T A . 4 + 0 1 . 3 7 0.53%(LT) T/C @ T/C @ -0.43%(LT) (RT) -0.36% T/C @ M I N . 2 ' M I N . 2 ' EXIST.EXPLORER 28" PIPELINE 66 LF @ 0.18% PROP.24"RCP STM.SWR. @ 0.18% STM.SWR. PROP.24"RCP C O V E R 5 ' PROP.8"WATER 249 LF RESTRAINED JOINT 020 20 SCALE: 1"=20' 10 52 5 M A T C H L I N E S T A . 9 + 6 0 29 +00 +00 +00 +00 +00 M A T C H L I N E S T A . 5 + 0 0 M A T C H L I N E S T A . 5 + 0 0 M A T C H L I N E S T A . 9 + 6 0 ( S E E S H E E T 2 8 ) ( S E E S H E E T 2 8 ) ( S E E S H E E T 3 0 ) ( S E E S H E E T 3 0 ) 6 7 8 9 S18°21'36"W TOWNSEN PINE DRIVE 6 0 ' R . O . W. CONC.CURB CONC.PVMT. W/4"x12" PROP.6"REINFORCED STA.5+00 to STA.9+60 TOWNSEN PINE DRIVE PLAN & PROFILE R C P L E A D P R O P . 2 4 " R C P L E A D P R O P . 2 4 " 25'B.L. 10'B.L.10'B.L. 16'U.E. 8'U.E. 2 5 ' B . L . 2 5 ' B . L . 5'U.E. 5 ' W. L . E . 25'B.L. PROP.8"WATER PROP.8"SAN.SWR. SEE NOTE 6 PROP.8"SAN.SWR. 6 " L E A D 6 " L E A D 6 " L E A D 6 " L E A D 6 " L E A D 6 " L E A D 6 " L E A D PROP.24"RCP STM.SWR. S T M . S WR . P R O P . 2 4 " R C P P R O P . 8 " WA T E R STA.O5+92.51,23.38'LT PROP.TYPE"C"MH(105) > PLEASANT LANDING DRIVE STA.01+00.00 > TOWNSEN PINE DRIVE STA.7+32.51= PROP.30"RCP STM.SWR.PROP.36"RCP STM.SWR. 3 3 D R I V E L A N D I N G P L E A S A N T SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 54 56 58 60 62 64 66 68 70 52 54 56 58 60 62 64 66 68 70 ` = 6 2 . 7 8 S T A . 5 + 6 0 . 0 1 , 3 5 ' L T P R O P . S A N . WY E ` = 6 2 . 7 6 S T A . 6 + 2 5 . 0 1 , 3 5 ' L T P R O P . S A N . W Y E ` = 6 2 . 8 9 S T A . 6 + 9 0 . 0 1 , 3 5 ' L T P R O P . S A N . W Y E ` = 6 3 . 1 4 S T A . 7 + 2 2 . 5 1 , 3 5 ' L T P R O P . S A N . W Y E ` = 6 2 . 9 6 S T A . 7 + 8 7 . 5 1 , 3 5 ' L T P R O P . S A N . W Y E ` = 6 2 . 7 1 S T A . 8 + 5 2 . 5 1 , 3 5 ' L T P R O P . S A N . W Y E ` = 6 2 . 7 0 S T A . 0 9 + 1 7 . 5 1 , 3 5 ' L T P R O P . S A N . W Y E STA.9+03.66 1-FIRE HYDRANT 1-6" GV&BOX 1-8"x6" TEE 1-8" GV&BOX 1-8"x8" TEE 3' PLAT BOUNDARY STACK STACK STACK STACK STACK STACK STACK `=60.74 T/C=66.14 STA.5+92.51,17.50'LT PROP.TYPE"B-B"INLET `=60.94 T/C=66.14 STA.5+92.51,17.50'RT PROP.TYPE"B-B"INLET STA.6+93.12,24.50'RT PROP.SAN.SWR.MH(S208) STA.7+54.35,23.38'LT PROP.TYPE"C"MH(104) `=60.88 T/C=66.08 STA.8+85.01,17.50'RT PROP.TYPE"B-B"INLET STA.8+85.01,23.50'LT PROP.TYPE"C"MH(103) `=60.68 T/C=66.08 STA.8+85.01,17.50'LT PROP.TYPE"B-B"INLET B T O B 3 5 ' 1 2 . 5 ' 1 2 . 5 ' PROP.SAN.SWR.MH(S240) PROP.8"SAN.SWR. P R O P . 8 " S A N . S W R . PROP.TYPE"C"MH(112) P R O P . 2 4 " R C P S T M . S WR . =25'R =25'R PROP.TYPE 7 RAMP P L A T B O U N D A R Y 5'W.L.E. PROP.30"RCP STM.SWR. 1 + 0 0 5+00 6+00 7+00 8+00 9+00 12 1 1 1234567891011121314 3 1 2 1 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 4 4 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 2 9 - P P - T o w n s e n P i n e D r - 2 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR T / C = 6 6 . 1 4 ( L T & R T ) S T A . 5 + 9 2 . 5 1 T / C = 6 6 . 0 8 ( L T & R T ) S T A . 8 + 8 5 . 0 1 T / C = 6 6 . 6 8 ( L T ) S T A . 7 + 3 2 . 4 9 T / C = 6 6 . 4 2 ( R T ) S T A . 7 + 1 6 . 3 9 T / C = 6 6 . 6 8 ( R T ) S T A . 7 + 0 9 . 2 0 T / C = 6 6 . 4 4 ( R T ) S T A . 6 + 9 1 . 4 0 T / C = 6 6 . 4 2 ( R T ) S T A . 7 + 4 7 . 4 1 T / C = 6 6 . 6 2 ( R T ) S T A . 7 + 5 4 . 8 6 T / C = 6 6 . 4 3 ( R T ) S T A . 7 + 7 2 . 4 0 8"`=51.39 PROP.SAN.SWR.MH(S208) PROP.8"SAN.SWR.-288 LF @ 0.33% 2 4 " ` = 6 0 . 6 4 ( E ) 3 0 " ` = 6 0 . 4 7 ( N , S ) P R O P . T Y P E " C " M H ( 1 0 5 ) PROP.8"SAN.SWR. @ 0.33% 2 4 " ` = 6 0 . 7 5 ( E ) 3 0 " ` = 6 0 . 2 6 ( N , S ) P R O P . T Y P E " C " M H ( 1 0 4 ) 2 4 " ` - 6 0 . 5 8 ( E ) 3 6 " ` = 6 0 . 0 9 ( N , S ) P R O P . T Y P E " C " M H ( 1 0 3 ) NATURAL GROUND NATURAL GROUND F.H.LEAD PROP.6" PROP.8"WATER WYE(LT) WYE(LT) WYE(LT) WYE(LT)WYE(LT) WYE(LT) WYE(LT) S T A C K ( L T ) S T A C K ( L T ) S T A C K ( L T ) S T A C K ( L T ) C O V E R 4 ' M I N . M I N . 1 ' PROP.8"WATER PROP.8"WATER S T A C K ( L T ) S T A C K ( L T ) S T A C K ( L T ) WYE(RT) WYE(RT) WYE(RT) WYE(RT) WYE(RT) WYE(RT) WYE(RT) T/C @ -0.43%(LT) T/C @ -0.36%(RT) T/C @ 0.39%(LT) T/C @ 0.30%(RT) T/C @ -0.39%(LT) T/C @ -0.31%(RT) T/C @ 0.38%(LT) 128 LF @ 0.18% PROP.24"RCP STM.SWR. 162 LF @ 0.13% PROP.30"RCP STM.SWR. 131 LF @ 0.13% PROP.30"RCP STM.SWR. 159 LF @ 0.10% PROP.36"RCP STM.SWR. T/C @ 0.30%(RT) TO 95% STD.PROCTOR DENSITY. 8"LIFTS MAXIMUM AND COMPACTED PROPOSED FILL TO BE PLACED IN H. C. C. F. No. 2 0 1 2 0 5 3 9 3 4 2 C AL L E D 0. 7 4 8 7 AC R E HANNOVE R E S T AT E S, L T D. R OA DW AY & F L OW LI N E E AS E M E NT PROP.8"WATER PROP.8"SAN.SWR. P R O P . 8 " WA T E R PROP.8"SAN.SWR. PROP.24"RCP STM.SWR. P R O P. 2 4" R C P S T M. S W R. P R O P . 8 " W A T E R STA.9+81.43,24.50'RT PROP.SAN.SWR.MH(S207) STA.10+44.38,23.38'LT PROP.TYPE"C"MH(102) STA.11+87.43, 23.38'LT PROP.TYPE"C"MH(109) STA.12+50.58,23.38'LT PROP.TYPE"C"MH(110) EX IS T .GA S EX IST .GAS EX IST .GAS E XI S T. G A S E X I S T. G A S E X I S T. G A S PROP.36"RCP STM.SWR. PROP.TYPE"C"MH(101) P R O P . 3 6 " R C P S T M . S WR . PROP.SAN.SWR.MH(S242) PROP.36"RCP STM.SWR. PROP.24"RCP STM.SWR. PROP.TYPE"C"MH(111) 020 20 SCALE: 1"=20' 10 52 9 30 +00 +00 +00 +00 +00 M A T C H L I N E S T A . 9 + 6 0 M A T C H L I N E S T A . 9 + 6 0 M A T C H L I N E S T A . 9 + 6 0 +60 10 11 12 13 14 M A T C H LI N E S T A. 1 4 + 0 0 M A T C H L I N E S T A . 1 4 + 0 0 ( S E E S H E E T 2 9 ) ( S E E S H E E T 2 9 ) ( S E E S H E E T 2 9 ) ( S E E S H E E T 3 1 ) ( S E E S H E E T 3 1) 6 0 ' R . O . W . CONC.CURB CONC.PVMT. W/4"x12" PROP.6"REINFORCED L 2 0 L 1 9 C16 S7°08'39"E S18°21'36"W C16 66.77 150.00 25°30'14"S05°36'28"W 66.22 Curve Length Radius Delta Chd Direction Chd Length L20 55.80 S70°48'45"E Line Length Direction L19 55.79 S70°48'45"E Line Length Direction TOWNSEN PINE DRIVE 5 ' W . L . E . R C P L E A D P R O P . 2 4 " SEE NOTE 6 SEE NOTE 6 P.C. STA.13+12.08 P.T. STA.13+78.85 STA.9+60 to STA.14+00 TOWNSEN PINE DRIVE PLAN & PROFILE STA.12+70.89,24.50'RT PROP.SAN.SWR.MH(S206)RCP LEADPROP.24" RCP LEAD PROP.24" 1-8" GV&BOX 1-8"x8" TEE 1-8" GV&BOX 1-8" 22.5° BEND 1-8"x8" TEE 3 4 P I N E S D R I V E S H A D O W 2 0 D R I V E T U R T L E D O V E STA.13+32.92,30.63'RT PROP.SAN.SWR.MH(205) > TURTLEDOVE DRIVE STA.00+99.99 > TOWNSEN PINE DRIVE STA.13+12.57= 54 56 58 60 62 64 66 68 70 50 PLAT BOUNDARY PLAT BOUNDARYPLAT BOUNDARY P LA T BO U N D A RY `=61.15 T/C=66.10 STA.11+87.43, 17.50'LT PROP.TYPE"B-B"INLET `=61.35 T/C=66.10 STA.11+87.43,17.50'RT PROP.TYPE"B-B"INLET > SHADOW PINES DRIVE STA.1+00.00 > TOWNSEN PINE DRIVE STA.10+22.54= AND LOAD TRANSFER DEVICE CITY OF HOUSTON BARRICADE CONSTRUCT STD.TYPE III BEGIN PAVEMENT STA.1+55.79 1 2 . 5 ' 1 2 . 5 ' AND LOAD TRANSFER DEVICE CITY OF HUMBLE BARRICADE CONSTRUCT STD.TYPE III BEGIN PAVEMENT STA.1+55.80 B T O B 3 5 ' 1 + 0 0 1 + 0 0 10+00 11+00 12+00 13+00 14+00 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 4 5 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 3 0 - P P - T o w n s e n P i n e D r - 3 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR T / C = 6 6 . 1 0 ( L T & R T ) S T A . 1 1 + 8 7 . 4 3 T / C = 6 6 . 6 0 ( L T ) S T A . 1 0 + 2 2 . 5 4 T / C = 6 6 . 3 8 ( R T ) S T A . 1 0 + 0 6 . 4 2 T / C = 6 6 . 6 0 ( R T ) S T A . 9 + 9 8 . 2 1 T / C = 6 6 . 3 7 ( R T ) S T A . 9 + 8 1 . 4 3 T / C = 6 6 . 3 8 ( R T ) S T A . 1 0 + 3 7 . 4 4 T / C = 6 6 . 6 8 ( R T ) S T A . 1 0 + 4 4 . 9 6 T / C = 6 6 . 4 8 ( R T ) S T A . 1 0 + 6 2 . 4 3 T / C = 6 6 . 5 0 ( R T ) S T A . 1 3 + 2 4 . 3 9 T / C = 6 6 . 9 9 ( R T ) S T A . 1 3 + 4 3 . 8 3 T / C = 6 6 . 8 1 ( R T ) S T A . 1 2 + 8 9 . 2 6 T / C = 6 6 . 5 0 ( R T ) S T A . 1 2 + 9 6 . 4 5 T / C = 6 6 . 6 1 ( R T ) S T A . 1 2 + 7 1 . 4 6 T / C = 6 7 . 1 1 ( L T & R T ) S T A . 1 3 + 5 8 . 8 8 T/C @ -0.30% T/C @ 0.30% 8"`=49.27 PROP.SAN.SWR.MH(S205) 8"`=49.49 PROP.SAN.SWR.MH(S206) 8"`=50.44 PROP.SAN.SWR.MH(S207) PROP.8"SAN.SWR.-179 LF @ 0.33% PROP.8"SAN.SWR.-66 LF @ 0.33% PROP.8"SAN.SWR.-289 LF @ 0.33% 2 4 " ~ = 6 0 . 7 9 ( N ) 3 6 " ` = 5 9 . 9 3 ( S , E ) P R O P . T Y P E " C " M H ( 1 0 2 ) 2 4 " ` = 6 1 . 0 5 P R O P . T Y P E " C " M H ( 1 0 9 ) 2 4 " ` = 6 1 . 1 6 P R O P . T Y P E " C " M H ( 1 1 0 ) 2 4 " ` = 6 1 . 3 0 P R O P . T Y P E " C " M H ( 1 1 1 ) PROP.8"SAN.SWR. @ 0.33% @ 0.10% PROP.36"RCP STM.SWR. 80 LF @ 0.18% STM.SWR. PROP.24"RCP NATURAL GROUND NATURAL GROUND NATURAL GROUND PROP.8"WATER PROP.8"WATER C O V E R 4 ' M I N . M I N . 1 ' PROP.8"WATER T/C @ 0.61%(RT) 143 LF @ 0.18% PROP.24"RCP STM.SWR. T/C @ 0.30%(LT) T/C @ 0.30%(RT) T/C @ 0.38%(LT) TO 95% STD.PROCTOR DENSITY. 8"LIFTS MAXIMUM AND COMPACTED PROPOSED FILL TO BE PLACED IN TO 95% STD.PROCTOR DENSITY. 8"LIFTS MAXIMUM AND COMPACTED PROPOSED FILL TO BE PLACED IN LINE EXIST.GAS LINE EXIST.GAS LINE EXIST.GAS C O V E R 5 ' M I N . 2 ' M I N . 2 ' CLR. 1'MIN. PROP.8"WATER 135 LF RESTRAINED JOINT PROP.16"STEEL CASING 63 LF @ 0.18% PROP.24"RCP STM.SWR. H.C.C.F. No. 20120539342 (TRACT V) CALLED 130.040 ACRES PORTION OF HANNOVER ESTATES, LTD. H.C.C.F. No. 20140546416 CALLED 47.288 ACRES PORTION OF JNC DEVELOPMENT 25'B.L. RP- 2017-396975 H.C.C.F. NO. 20' STM.S.E. RP-2017-396977 H.C.C.F. NO. 10' W.L.E. STA.15+04.64,24.25'RT PROP.SAN.SWR.MH(S204) SAN.15+79.92,24.50'RT PROP.SAN.SWR.MH(S203) STA.16+64.05,24.18'RT PROP.SAN.SWR.MH(S202) STA.16+97.13,55.53'RT PROP.SAN.SWR.MH(S201) PROP.8"WATER PROP.8"SAN.SWR. PROP.8"SAN.SWR. RP-2017-396977 H.C.C.F. NO. 10' W.L.E. EXIST.SAN.SWR.MH P R O P . 1 2 " WA T E R P R O P . 3 6 " R C P S T M . S WR . PROP. 6:1 S.E.T. PROP. 6:1 S.E.T. E X I S T . 1 8 " S A N . S WR . E X I S T . 1 8 " S A N . S WR . 020 20 SCALE: 1"=20' 10 48 14 31 +00 +00 +00 +00 +00 M A T C H L I N E S T A . 1 4 + 0 0 15 16 17 18 ( S E E S H E E T 3 0 ) M A T C H L I N E S T A . 1 4 + 0 0 ( S E E S H E E T 3 0 ) CONC.CURB CONC.PVMT. W/4"x12" PROP.6"REINFORCED S1°48'49"W C15 S7°08'39"E Curve Length Radius Delta Chd Direction Chd Length C15 211.06 1350.00 8°57'28"S02°39'55"E 210.85 P.C. STA.14+41.11 P.T. STA.16+52.17 SEE NOTE 6 TOWNSEN PINE DRIVE STA.14+00 to END TOWNSEN PINE DRIVE PLAN & PROFILE > TOWNSEN BOULEVARD STA.28+46.64 > TOWNSEN PINE DRIVE STA.17+92.94= 3' 50 52 54 56 58 60 62 64 66 68 70 48 50 52 54 56 58 60 62 64 66 68 70 PLAT BOUNDARY PLAT BOUNDARY 1 2 . 5 ' B T O B 3 5 ' 1 2 . 5 ' 6 0 ' R . O . W . STA.14+9.98 1-FIRE HYDRANT 1-?"WET CONNECT 1-6" GV&BOX 1-8"x6" TEE 2-8" GV&BOX 1-12"x8" TEE PAVEMENT EXISTING DOWEL INTO SAW CUT AND PROP. 2' 37 BOULEVARD TOWNSEN 2 8 + 0 0 2 9 + 0 0 14+00 15+00 16+00 17+00 18+00 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 4 6 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 3 1 - P P - T o w n s e n P i n e D r - 4 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR T / C = 6 7 . 4 6 ( L T & R T ) S T A . 1 4 + 7 3 . 9 5 T / C = 6 6 . 3 8 ( L T & R T ) S T A . 1 7 + 2 2 . 2 1 T / C = 6 5 . 3 4 ( L T ) S T A . 1 7 + 5 1 . 9 8 T/C @ -0.44% 8"`=48.01 PROP.SAN.SWR.MH(S201) 8"`=48.16 PROP.SAN.SWR.MH(S202) 8"`=48.43 PROP.SAN.SWR.MH(S203) 8"`=48.68 PROP.SAN.SWR.MH(S204) PROP.8"SAN.SWR.-154 LF @ 0.33% 46 LF @ 0.33% PROP.8"SAN.SWR. PROP.8"SAN.SWR.-83 LF @ 0.33% PROP.8"SAN.SWR.-74 LF @ 0.33% PROP.8"SAN.SWR. @ 0.33% NATURAL GROUND NATURAL GROUND F.H.LEAD PROP.6" PROP.8"WATER PROP.8"WATER C O V E R 4 ' M I N . T/C @ 0.30% TO 95% STD.PROCTOR DENSITY. 8"LIFTS MAXIMUM AND COMPACTED PROPOSED FILL TO BE PLACED IN PROP.16"STEEL CASING EXIST.18"`=47.00(W) EXIST.SAN.SWR.MH PROP.8"`=47.51(S) PROP.16"STEEL CASING RESTRAINED JOINT 135 LF H.C.C.F. No. 20120539342 (TRACT V) CALLED 130.040 ACRES PORTION OF HANNOVER ESTATES, LTD. H.C.C.F. No. 20140546416 CALLED 47.288 ACRES PORTION OF JNC DEVELOPMENT 020 20 SCALE: 1"=20' 10 52 0 32 +00 +00 +00 +00 +001234 PLEASANT LAKE DRIVE STA.0+00 to END PLEASANT LAKE DRIVE PLAN & PROFILE 6 0 ' R . O . W. CONC.CURB CONC.PVMT. W/4"x12" PROP.6"REINFORCED S70°48'45"E 25'B.L. 25'B.L. 2 5 ' B . L . 1 0 ' B . L . 1 0 ' B . L . R C P L E A D P R O P . 2 4 " R C P L E A D P R O P . 2 4 " 5 ' W. L . E . PROP.8"WATER PROP.8"SAN.SWR. P R O P . 8 " W A T E R PROP.24"RCP STM.SWR. P R O P . 2 4 " R C P S T M . S W R . RCP LEAD PROP.24" 5'W.L.E. S A N . S WR . P R O P . 8 " 6"LEAD 6 "L E A D 6 " L E A D 6 " L E A D 6"LEAD6"LEAD6"LEAD STA.00+76.31,21.50'LT PROP.TYPE"C"MH(106) TYP. ALL NOTE 12 SEE 6 " L E A D SEE NOTE 6 SEE NOTE 6SEE NOTE 6 54 56 58 60 62 64 66 68 70 52 54 56 58 60 62 64 66 68 70 SEE NOTE 6 P L A T B O U N D A R Y PLUG & CLAMP PROP. 8" SAN. ` = 6 3 . 1 5 S T A . 1 + 7 8 . 5 1 , 3 0 ' R T P R O P . S A N . WY E ` = 6 3 . 1 5 S T A . 1 + 7 8 . 5 1 , 3 5 ' R T P R O P . S A N . W Y E ` = 6 3 . 1 6 S T A . 2 + 4 3 . 5 1 , 3 5 ' R T P R O P . S A N . W Y E ` = 6 3 . 1 6 S T A . 2 + 4 3 . 5 1 , 3 0 ' R T P R O P . S A N . W Y E ` = 6 3 . 0 6 S T A . 2 + 7 6 . 0 1 , 3 5 ' R T P R O P . S A N . W Y E ` = 6 2 . 8 6 S T A . 3 + 4 1 . 0 1 , 3 0 ' R T P R O P . S A N . WY E STACK STACK STACK STACK STACK STACK STA.1+44.92,21.50'LT PROP.TYPE"C"MH(107) `=61.14 T/C=66.54 STA.1+44.92,15.50'LT PROP.TYPE"B-B"INLET STA.1+25.05,37.64'RT PROP.SAN.SWR.MH(S209) STA.1+43.20,22.50'RT PROP.SAN.SWR.MH(S238) `=61.34 T/C=66.54 STA.1+46.09,15.50'RT PROP.TYPE"B-B"INLET STA.3+41.01,21.50'LT PROP.TYPE"C"MH(108) `=61.27 T/C=66.37 STA.3+41.01,15.50'LT PROP.TYPE"B-B"INLET `=61.47 T/C=66.37 STA.3+41.01,15.50'RT PROP.TYPE"B-B"INLET > TOWNSEN PINE DRIVE STA.4+42.48 > PLEASANT LAKE DRIVE STA.1+00.00= STA.4+01.01,22.50'RT PROP.SAN.SWR.MH(S239) P R O P . 2 4 " R C P S T M . S W R . PROP.24"RCP STM.SWR. 2 8 D R I V E P I N E T O W N S E N PROP.TYPE"C"MH(114) B T O B 3 1 ' 1 4 . 5 ' 1 4 . 5 ' H.C.C.F. NO._ 10'X25'W.L.E. H.C.C.F. NO._ 10'X30'W.L.E. AND LOAD TRANSFER DEVICE CITY OF HUMBLE BARRICADE CONSTRUCT STD.TYPE III BEGIN PAVEMENT STA.4+06.01 STA.4+22.49 1-2" BLOW-OFF VALVE W/BOX 1-8" GV & BOX 1-8" PLUG & CLAMP 0+00 1+00 2+00 3+00 4+00 4 + 0 0 5 + 0 0 6 5 4 3 2 1 7 89101112 14 15 16 17 18 4 3 1 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 4 6 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 3 2 - P P - P l e a s a n t L a k e D r i v e . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR T / C = 6 6 . 5 4 ( L T ) S T A . 1 + 1 6 . 9 2 T / C = 6 6 . 7 4 ( L T ) S T A . 1 + 2 4 . 3 7 T / C = 6 6 . 5 4 ( L T ) S T A . 1 + 4 1 . 9 2 T / C = 6 6 . 5 4 ( R T ) S T A . 1 + 1 8 . 0 9 T / C = 6 6 . 7 8 ( R T ) S T A . 1 + 2 5 . 2 8 T / C = 6 6 . 5 4 ( R T ) S T A . 1 + 4 3 . 0 9 T / C = 6 6 . 7 6 ( L T & R T ) S T A . 2 + 1 1 . 0 1 T / C = 6 6 . 3 7 ( L T & R T ) S T A . 3 + 4 1 . 0 1 T / C = 6 6 . 7 9 ( L T & R T ) S T A . 4 + 0 6 . 0 1 T/C @ 0.32%T/C @ -0.30%T/C @ 0.65% 8"`=53.27 PROP.SAN.SWR.MH(S239) 8"`=52.42 PROP.SAN.SWR.MH(S238) 8"`=52.35 PROP.SAN.SWR.MH(S209) PROP.8"SAN.SWR.-258 LF @ 0.33% 24"`=61.17 PROP.TYPE"C"MH(108) PROP.8"WATER C O V E R 4 ' M I N . 69 LF @ 0.18% STM.SWR. PROP.24"RCP PROP.8"WATER M I N . 1 ' PROP.8"WATER 25 LF @ 0.33% PROP.8"SAN.SWR. PROP.8"PLUG & CLAMP 24 LF @ 0.33% PROP.8"SAN.SWR. WYE(RT) S T A C K ( R T ) S T A C K ( L T ) WYE(LT) WYE(RT) WYE(LT) WYE(RT) S T A C K ( R T ) S T A C K ( L T ) WYE(RT) WYE(LT) S T A C K ( L T ) WYE(RT) WYE(RT) S T A C K ( R T ) DNUORG LARUTAN DNUORG LARUTAN DNUORG LARUTAN 196 LF @ 0.18% PROP.24"RCP STM.SWR. PLUG & CLAMP PROP.8"WATER LINE 24"`=61.32 24"`=60.70 PROP.TYPE"C"MH(106) 2 4 " ` = 6 1 . 0 4 2 4 " ` = 6 0 . 8 2 P R O P . T Y P E " C " M H ( 1 0 7 ) 020 20 SCALE: 1"=20' 10 50 0 33 +00 +00 +00 +00 +00 +0012345 PLEASANT LANDING DRIVE STA.0+00 to END PLEASANT LANDING DRIVE PLAN & PROFILE 6 0 ' R . O . W. CONC.CURB CONC.PVMT. W/4"x12" PROP.6"REINFORCEDS70°48'45"E 1 1 25'B.L. 25'B.L. 1 0 ' B . L . 1 0 ' B . L . 2 5 ' B . L . 5 ' W. L . E . 5'W.L.E. R C P L E A D P R O P . 2 4 " R C P L E A D P R O P . 2 4 " P R O P . 8 " W A T E R PROP.8"WATER PROP.8"SAN.SWR. STA.1+41.13,22.50'RT PROP.SAN.SWR.MH(S240) PROP.24"RCP STM.SWR. 2 9 P I N E D R I V E T O W N S E N 6"LEAD 6" L E A D P R O P . 8 " S A N . S W R . 6 " L E A D 6 " L E A D 6 " L E A D 6"LEAD 6"LEAD 6"LEAD 6"LEAD 6"LEAD S T M . S W R . P R O P . 3 6 " R C P STA.00+76.31,21.50'LT PROP.TYPE"C"MH(104) STA.1+25.07,39.03'RT PROP.SAN.SWR.MH(S208) TYP. ALL NOTE 12 SEE 6"LEAD SEE NOTE 6 SEE NOTE 6SEE NOTE 6NOTE 6 SEE 52 54 56 58 60 62 64 66 68 70 50 52 54 56 58 60 62 64 66 68 70 P L A T B O U N D A R Y PLUG & CLAMP PROP. 8" SAN. ` = 6 3 . 0 4 S T A . 1 + 8 2 . 7 0 , 3 5 ' R T P R O P . S A N . WY E ` = 6 3 . 0 4 S T A . 1 + 8 2 . 7 0 , 3 0 ' R T P R O P . S A N . WY E ` = 6 2 . 9 7 S T A . 2 + 4 7 . 7 0 , 3 5 ' R T P R O P . S A N . WY E ` = 6 2 . 9 7 S T A . 2 + 4 7 . 7 0 , 3 5 ' R T P R O P . S A N . WY E ` = 6 3 . 0 0 S T A . 3 + 4 5 . 2 0 , 3 5 ' R T P R O P . S A N . WY E ` = 6 3 . 0 0 S T A . 3 + 4 5 . 2 0 , 3 5 ' R T P R O P . S A N . WY E STACK STACK STACK STACK STACK STACK `=60.97 T/C=66.42 STA.1+44.92,15.50'LT PROP.TYPE"B-B"INLET STA.1+44.92,21.50'LT PROP.TYPE"C"MH(112) `=61.17 T/C=66.42 STA.1+46.09,15.50'RT PROP.TYPE"B-B"INLET STA.2+80.20,21.50'LT PROP.TYPE"C"MH(113) `=61.21 T/C=66.31 STA.2+80.20,15.50'LT PROP.TYPE"B-B"INLET `=61.41 T/C=66.31 STA.2+80.20,15.50'RT PROP.TYPE"B-B"INLET STA.4+05.20,22.50'RT PROP.SAN.SWR.MH(S241) > TOWNSEN PINE DRIVE STA.7+32.51 > PLEASANT LANDING DRIVE STA.1+00.00= P R O P . 3 0 " R C P S T M . S W R . PROP.24"RCP STM.SWR. B T O B 3 1 ' 1 4 . 5 ' 1 4 . 5 ' H.C.C.F. NO._ 10'X25'W.L.E. H.C.C.F. NO._ 15'X30'W.L.E. AND LOAD TRANSFER DEVICE CITY OF HUMBLE BARRICADE CONSTRUCT STD.TYPE III BEGIN PAVEMENT STA.4+10.20 STA.4+26.59 1-2" BLOW-OFF VALVE W/BOX 1-8" GV & BOX 1-8" PLUG & CLAMP 0+00 1+00 2+00 3+00 4+00 7 + 0 0 8 + 0 0 2 3 4 5 6 5432 6 5 6 7 8 9 3 2 1 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 4 7 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 3 3 - P P - P l e a s a n t L a n d i n g D r i v e . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR T / C = 6 6 . 4 3 ( L T ) S T A . 1 + 1 6 . 9 2 T / C = 6 6 . 6 2 ( L T ) S T A . 1 + 2 4 . 3 7 T / C = 6 6 . 4 2 ( L T ) S T A . 1 + 4 1 . 9 2 T / C = 6 6 . 6 8 ( R T ) S T A . 1 + 2 5 . 2 8 T / C = 6 6 . 4 4 ( R T ) S T A . 1 + 1 8 . 0 9 T / C = 6 6 . 4 2 ( R T ) S T A . 1 + 4 3 . 0 9 T / C = 6 6 . 6 4 ( L T & R T ) S T A . 2 + 1 5 . 2 0 T / C = 6 6 . 3 1 ( L T & R T ) S T A . 2 + 8 0 . 2 0 T / C = 6 6 . 7 0 ( L T & R T ) S T A . 4 + 1 0 . 2 0 T/C @ 0.31%T/C @ -0.51%T/C @ 0.30% 8"`=51.39 PROP.SAN.SWR.MH(S208) 8"`=51.47 PROP.SAN.SWR.MH(S240) 8"`=52.34 PROP.SAN.SWR.MH(S241) PROP.8"SAN.SWR.-264 LF @ 0.33% 69 LF @ 0.18% PROP.24"RCP STM.SWR. 24"`=61.11(W) 24"`=61.11(S) MH 113 24"`=60.87(W) 24"`=60.87(S) 24"`=60.87(E) MH 112 24"`=60.26(N) 24"`=60.26(S) 24"`=60.75(E) MH 104 2 4 " ` = 6 1 . 1 1 P R O P . T Y P E " C " M H ( 1 1 3 ) C O V E R 4 ' M I N . CLR. 1'MIN. PROP.8"WATER PROP.8"WATER PROP.8"WATER 23 LF @ 0.33% PROP.8"SAN.SWR. 25 LF @ 0.33% PROP.8"SAN.SWR. 2 4 " ` = 6 0 . 8 7 P R O P . T Y P E " C " M H ( 1 1 2 ) NATURAL GROUND NATURAL GROUND NATURAL GROUND 2 4 " ` = 6 0 . 7 5 ( E ) 3 0 " ` = 6 0 . 2 6 ( N , S ) P R O P . T Y P E " C " M H ( 1 0 4 ) WYE(RT) S T A C K ( R T ) WYE(RT)WYE(RT) S T A C K ( L T ) S T A C K ( R T ) S T A C K ( L T ) S T A C K ( L T ) WYE(LT) WYE(LT)WYE(LT) S T A C K ( R T ) WYE(RT) WYE(RT)WYE(RT) 135 LF @ 0.18% PROP.24"RCP STM.SWR. & CLAMP PROP.8"PLUG CLAMP LINE PLUG & PROP.8"WATER PROP.8"WATER 020 20 SCALE: 1"=20' 10 50 0 34 +00 +00 +001 60'R.O.W. L20 S 1 8 °2 1 ' 3 6 " W Line Length Direction L20 55.80 S70°48'45"E 2 5 ' B . L . 5'W.L.E. SEE NOTE 6 2 SHADOW PINES DRIVE STA.0+00 to END SHADOW PINES DRIVE PLAN & PROFILE PROP.8"WATER P R O P . 8 " W A T E R P R O P . 8 " S A N . S W R . 3 0 P I N E D R I V E T O W N S E N R C P L E A D P R O P . 2 4 " 2-8" GV&BOX 1-8"x8" TEE 1-8" PLUG & CLAMP > TOWNSEN PINE DRIVE STA.10+22.54 > SHADOW PINES DRIVE STA.1+00.00= STA.00+76.31,21.50'LT PROP.TYPE"C"MH(102) PROP.36"RCP STM.SWR. P R O P . 2 4 " R C P S T M . S W R . P R O P . 3 6 " R C P S T M . S W R . 52 54 56 58 60 62 64 66 68 70 P L A T B O U N D A R Y P L A T B O U N D A R Y PLUG & CLAMP PROP. 8" SAN. 50 52 54 56 58 60 62 64 66 68 70 STA.1+44.92,21.50' PROP.TYPE"C"MH(101) `=60.98 T/C=66.38 STA.1+44.92,15.50'LT PROP.TYPE"B-B"INLET `=61.18 T/C=66.46 STA.1+46.09,15.50'RT PROP.TYPE"B-B"INLET STA.1+25.09,40.76'RT PROP.SAN.SWR.MH(S207) STA.1+46.37,22.74'RT PROP.SAN.SWR.MH(S242) =25'R =25'R PROP.8"SAN.SWR. SAN.SWR. PROP.8" PR O P. 3 6 " R C P STM. SW R. AND LOAD TRANSFER DEVICE CITY OF HUMBLE BARRICADE CONSTRUCT STD.TYPE III BEGIN PAVEMENT STA.1+55.80 0+00 1+00 2+00 1 0 + 0 0 1 1 + 0 0 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 4 8 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 3 4 - P P - S h a d o w P i n e s D r . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR T / C = 6 6 . 4 8 ( L T ) S T A . 1 + 1 6 . 9 2 T / C = 6 6 . 6 8 ( L T ) S T A . 1 + 2 4 . 2 9 T / C = 6 6 . 3 8 ( L T ) S T A . 1 + 4 1 . 9 2 T / C = 6 6 . 3 7 ( R T ) S T A . 1 + 1 8 . 0 9 T / C = 6 6 . 6 0 ( R T ) S T A . 1 + 2 4 . 3 2 T / C = 6 6 . 4 6 ( L T & R T ) S T A . 1 + 5 5 . 8 0 T/C @ 0.58% 8"`=50.44 PROP.SAN.SWR.MH(S207) 8"`=50.53 PROP.SAN.SWR.MH(S242) 24"`=59.93(E) 24"`=59.93(S) 24"`=60.79(N) MH 102 24"`=59.86(SE) 24"`=59.86(W) 24"`=60.88(S) MH 101 2 4 " ` = 6 0 . 7 9 ( N ) 3 6 " ` = 5 9 . 9 3 ( S , E ) P R O P . T Y P E " C " M H ( 1 0 2 ) 2 4 " ` = 6 0 . 8 8 ( S ) 3 6 " ` = 5 9 . 8 6 ( S E , W) P R O P . T Y P E " C " M H ( 1 0 1 ) 28 LF @ 0.33% PROP.8"SAN.SWR. 19 LF @ 0.33% PROP.8"SAN.SWR. NATURAL GROUND PROP.8"WATER & CLAMP PROP.8"PLUG 69 LF @ 0.10% PROP.36"RCP STM.SWR. 69 LF @ 0.10% PROP.36"RCP STM.SWR. PROP.8"WATER C O V E R 4 ' M I N . M I N . 1 ' SWR.PLUG PROP.8"SAN. H .C .C .F . N o . 2 0 1 2 0 5 3 9 3 4 2 (T R A C T V ) C A L L E D 1 3 0 .0 4 0 A C R E S P O R T IO N O F H A N N O V E R E S T A T E S , L T D . 020 20 SCALE: 1"=20' 10 52 0 35 +00 +00 +00 +00 +00 +00 PROP.24"RCP STM.SWR. P R OP. HI G H B A N K P R OP. HI G H B A N K NORTH DETENTION POND "A" OUTFALL STA.0+00 to END OUTFALL "A" NORTH DETENTION POND PLAN & PROFILE DIT C H ` 1 2 3 4 5 54 56 58 60 62 64 66 68 52 54 56 58 60 62 64 66 68 STA.1+00.00 PROP.TYPE"C"MH() PROP.24"RCP STM.SWR. P R OP.T OE P R OP.T OE 6+00 7+00 8+00 0+00 1+00 2+00 3+00 4+00 5+00 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 4 8 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 3 5 - P P - N o r t h D e t e n t i o n P o n d A O u t f a l l . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR 2 4 " ` = 5 7 . 6 9 P R O P . T Y P E " C " M H ( ) 358 LF @ 0.18% PROP.24"RCP STM.SWR. 33 LF @ 0.18% PROP.24"RCP STM.SWR. `=57.75 `=57.06 NATURAL GROUND NATURAL GROUND H .C .C .F . N o . V 2 2 9 5 0 7 C A L L E D 0 .5 3 0 2 A C R E WA T E R L IN E E A S E ME N T H .C .C .F . N o . U 8 4 2 1 1 2 (P A R T O N E ) C A L L E D 1 3 .3 6 8 0 A C R E S H .C .F .C .D . D R A IN A G E E A S E ME N T H .C .C .F . N o . U 8 4 2 1 1 2 C A L L E D 3 .5 1 2 1 A C R E S H .L .& P . O V E R L A P V O L . 4 1 4 8 , P G . 4 3 2 , H .C .D .R . 2 2 ' H .L .&P . E A S E ME N T H 0 8 4 8 1 1 T H R O U G H H 0 8 4 8 3 0 H .C .C .F . N U MB E R S 8 0 ' H .L .& P . E A S E ME N T H .C .C .F . N o . D 1 6 7 3 4 4 5 8 ' H .L .&P . E A S E ME N T 1 6 ' U .E . POWER POLE EXIST. 020 20 SCALE: 1"=20' 10 54 0 36 +00 +00 +00 +00 +00 +0012345 SOUTH DETENTION "B" OUTFALL STA.0+00 to END OUTFALL "B" SOUTH DETENTION POND PLAN & PROFILE PROP.24"RCP STM.SWR. PROP.24"RCP STM.SWR. PROP.SWQ FEATURE P R O P .H IG H B A N K P R O P .T O E STA.1+00.00, PROP.TYPE"C"MH() 56 58 60 62 64 66 68 70 54 56 58 60 62 64 66 68 70 0+00 1+00 2+00 3+00 4+00 5+00 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 4 9 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 3 6 - P P - S o u t h D e t e n t i o n P o n d B O u t f a l l . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR 82 LF @ 0.18% PROP.24"RCP STM.SWR. 30 LF @ 0.18% PROP.24"RCP STM.SWR. `=59.03 `=58.83 NATURAL GROUND NATURAL GROUND 2 4 " ` = 5 8 . 9 7 P R O P . T Y P E " C " M H ( 2 4 0 ) 020 20 SCALE: 1"=20' 10 52 27 37 +00 +00 +00 +00 +00 +00 TOWNSEN BOULEVARD STA.27+00 to STA.32+00 TOWNSEN BOULEVARD PLAN & PROFILE M A T C H L I N E S T A . 3 2 + 0 0 MA T C H L I N E S T A . 3 2 + 0 0 28 29 30 31 32 ( S E E S H E E T 3 8 ) ( S E E S H E E T 3 8 ) PROP.8"WATER P R O P . 8 " S A N . S WR . 54 56 58 60 62 64 66 68 52 54 56 58 60 62 64 66 68 1 4 CROSS SECTION A-A DITCH A A EXIST.36"RCP STM.SWR.EXIST.36"RCP STM.SWR. EX.18"SAN.SWR. SAN. MH. EXIST. STM. MH EXIST. MH INLET W/ EXIST. MH INLET W/ EXIST.EX.18"SAN.SWR. H.C.C.F. No. 20120539342 (TRACT I) CALLED 297.051 ACRES HANNOVER ESTATES, LTD. SEE NOTE 6 STA.30+86.74 1-FIRE HYDRANT 1-6" GV&BOX 1-8" GV&BOX 1-8"x6" TEE 3 1 P I N E D R I V E T O W N S E N > TOWNSEN PINE DRIVE STA.17+92.94 > TOWNSEN BOULEVARD STA.28+46.63= STA.27+83.75 1-2" BLOW-OFF VALVE W/BOX STA.27+79.29 1-FIRE HYDRANT 2-8" GV&BOX 1-6" GV&BOX 1-8"x8" TEE 1-8"x6" TEE PROP. TOP OF BANK PROP. TOP OF BANK STA.29+09.41,59.31'LT PROP.SAN.SWR.MH(200) PROP.24"RCP STM.SWR.DITCH ` 3'3' CONC.PVMT. W/CONC.CURB EXIST.REINFORCED CONC.PVMT. W/CONC.CURB EXIST.REINFORCED PROP.SAN.SWR.MH(S201) 27+00 28+00 29+00 30+00 31+00 32+00 1 7 + 0 0 1 8 + 0 0 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 4 9 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 3 7 - P P - T o w n s e n B o u l e v a r d 1 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR NATURAL GROUND C O V E R 4 ' M I N . PROP.8"WATER F.H.LEAD PROP.6" T / C = 6 6 . 3 8 E / R S T A . 2 8 + 3 0 . 5 7 T / C = 6 6 . 3 8 E / R S T A . 2 8 + 6 2 . 7 1 PROP.6:1 S.E.T. PROP.6:1 S.E.T. FL=61.83 FL=61.90 T / C = 6 6 . 3 8 E / R S T A . 2 8 + 6 2 . 7 1 EX IST .NG @ ROW (RT ) 62 LF@ 0.10% PROP.30"RCP CULVERT P R O P. DI T C H ` PROP.12"WATER T / C = 6 5 + 3 4 E / R S T A . 2 7 + 9 9 . 4 6 ` PROP.DITCH @ 0.1% `=61.58 STA.32+00 F.H.LEAD PROP.6" EXIST.18"SAN.SWR. EXIST.18"SAN.SWR. EXI ST . 3 6 " ` =5 9 . 0 2 EXI ST . TYP E" C" MH( ) EXIST.36"RCP STM SWR. EXIST.36"RCP STM SWR. EXIST.36"RCP STM SWR. E X I S T . 3 6 " ` = 6 0 . 2 6 E X I S T . T Y P E " C " M H E X I S T . 3 6 " ` = 5 8 . 8 4 E X I S T . T Y P E " C " M H PLUG & CLAMP PROP.12"WATER LINE 46 32 38 TOWNSEN BOULEVARD 33 34 35 36+00 +00 +00 +00 +00 M A T C H L I N E S T A . 3 2 + 0 0 ( S E E S H E E T 3 7 ) M A T C H L I N E S T A . 3 2 + 0 0 ( S E E S H E E T 3 7 ) 48 50 52 54 56 58 60 62 46 48 50 52 54 56 58 60 62 M A T C H L I N E S T A . 3 7 + 0 0 M A T C H L I N E S T A . 3 7 + 0 0 64 64 +0037 020 20 SCALE: 1"=20' 10 STA.32+00 to STA.37+00 TOWNSEN BOULEVARD PLAN & PROFILE ( S E E S H E E T 3 9 ) ( S E E S H E E T 3 9 ) STM. MH EXIST.STM. MH EXIST. STM. MH EXIST. EXIST.36"RCP STM.SWR. STM. MH EXIST. E X IST .36"R C P ST M.S WR . EX.18"SAN.SWR. EX. 2"WATER EX.12"SAN.F.M. EX.6"SAN.F.M. SAN. MH EXIST. W/ MH STM.INLET EXIST. STM.INLET EXIST. PROP.8"WATER STA.33+93.89 1-FIRE HYDRANT 1-8" GV&BOX 1-6" GV&BOX 1-8"x6" TEE STA.36+79.98 1-FIRE HYDRANT 1-6" GV&BOX 1-8"x6" TEE PROP. TOP OF BANK EXIST. TOP OF BANK DITCH ` DITCH ` P IP E L IN E E X IS T . G A S P IP E L IN E E X IS T . G A S CONC.PVMT. W/CONC.CURB EXIST.REINFORCED CONC.PVMT. W/CONC.CURB EXIST.REINFORCED 3' 3 ' RP-2017-396976 H.C.C.F. NO. 10' W.L.E. 32+00 33+00 34+00 35+00 36+00 37+00 CH No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 5 0 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 3 8 - P P - T o w n s e n B o u l e v a r d 2 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR NATURAL GROUND F.H.LEAD PROP.6" EXIST.T/C(LT) EXIST.T/C(RT) EXIST.MEDIAN(RT) EXIST.MEDIAN(LT) EXIST .MEDIAN(LT) EXIST.MEDIAN(RT) EXIST .DITCH RT . EXIST.DITCH RT. PROP .1 2 "WATER PROP.12"WATER PROP .1 2 "WATER EXIST .T /C(LT) EXIST .T /C(RT) EXIST.ROW.RT. ` PROP .DITCH @ 2 .0% 18"`=41.74(NE) 18"`=45.71(W) EXIST.SAN.SWR.MH `=57.25 F.H.LEAD PROP.6" EXIST.36"RCP STM SWR. EXIST.36"RCP STM SWR. EXIST.36"RCP STM SWR. EXIST.18"SAN.SWR. EXIST.36"RCP STM SWR. EXIST.36"RCP STM SWR. E X I S T . 3 6 " ` = 5 6 . 9 2 E X I S T . T Y P E " C " M H E X I S T . 3 6 " ` = 5 6 . 9 0 E X I S T . T Y P E " C " M H E X I S T . 3 6 " ` = 5 6 . 3 1 E X I S T . T Y P E " C " M H E X I S T . 3 6 " ` = 5 5 . 7 9 E X I S T . T Y P E " C " M H 020 20 SCALE: 1"=20' 10 44 37 39 +00 +00 +00 +00 +00 +00 ( S E E S H E E T 3 8 ) ( S E E S H E E T 4 0 ) 38 39 40 41 42 STA.37+00 to STA.42+00 TOWNSEN BOULEVARD PLAN & PROFILE TOWNSEN BOULEVARD M A T C H L I N E S T A . 3 7 + 0 0 ( S E E S H E E T 3 8 ) M A T C H L I N E S T A . 3 7 + 0 0 M A T C H L I N E S T A . 4 2 + 0 0 ( S E E S H E E T 4 0 ) M A T C H L I N E S T A . 4 2 + 0 0 46 48 50 52 54 56 58 60 44 46 48 50 52 54 56 58 60 PROP.12"WATER EX.6"SAN.F.M. EX.12"SAN.F.M. EX. 2"WATER MARKER ATT CABLE C U L V E R T E X I S T . 2 4 " R C P EXIST. TOP OF BANK EXIST. TOP OF BANK DITCH ` DITCH ` CONC.PVMT. W/CONC.CURB EXIST.REINFORCED CONC.PVMT. W/CONC.CURB EXIST.REINFORCED 37+00 38+00 39+00 40+00 41+00 42+00 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 5 1 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 3 9 - P P - T o w n s e n B o u l e v a r d 3 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR NATURAL GROUND NATURAL GROUND EXIST.MEDIAN(RT) EXIST.MEDIAN(LT) EXIST.T/C(RT) EXIST.T/C(LT) EXIST.T/C(LT) EXIST.T/C(RT) EXIST.MEDIAN(LT) EXIST.MEDIAN(RT) EXIST.DITCH RT. EXIST.DITCH RT. PROP.12"WATER PROP.12"WATER PROP.12"WATER EXIST.ROW.RT. EXIST.ROW.RT. 020 20 SCALE: 1"=20' 10 44 42 40 +00 +00 +00 +00 +00 +004344454647 ( S E E S H E E T 3 9 ) TOWNSEN BOULEVARD M A T C H L I N E S T A . 4 2 + 0 0 M A T C H L I N E S T A . 4 2 + 0 0 ( S E E S H E E T 3 9 ) 46 48 50 52 54 56 58 60 44 46 48 50 52 54 56 58 60 P.T. STA.43+71.17 EX.12"SAN.F.M. EX.6"SAN.F.M. PROP.12"WATER C U L V E R T E X I S T . 2 4 " R C P 2-12" 45° BEND 1-12"WET CONNECT STA.44+22.34 1-FIRE HYDRANT 1-6" GV&BOX 1-12"x6" TEE EXIST. TOP OF BANK EXIST. TOP OF BANK 12"WATER EXIST. POWER POLE EXIST. DITCH ` DITCH ` STA.42+00 to END TOWNSEN BOULEVARD PLAN & PROFILE 3' CONC.PVMT. W/CONC.CURB EXIST.REINFORCED CONC.PVMT. W/CONC.CURB EXIST.REINFORCED 42+00 43+00 44+00 45+00 46+00 47+00 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 5 1 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 4 0 - P P - T o w n s e n B o u l e v a r d 4 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR NATURAL GROUND NATURAL GROUND F.H.LEAD PROP.6" EXIST.MEDIAN(LT) EXIST.MEDIAN(RT)EXIST.T/C(RT) EXIST.T/C(LT) EXIST.MEDIAN(RT) EXIST.MEDIAN(LT) EXIST.T/C(LT) EXIST.DITCH RT. EXIST.DITCH RT. PROP.12"WATER PROP.12"WATER EXIST.MEDIAN(LT) EXIST.MEDIAN(RT) EXIST.T/C(RT) EXIST.T/C(LT) EXIST.ROW.RT. PROP.BACKSLOPE SWALE PROP.TOE PROP.HIGH BANK PROP.TOE PROP.HIGH BANK PROP.BACKSLOPE SWALE 020 20 SCALE: 1"=20' 10 50 1 41 +00 +00 +00 +00 +00 OFFSITE WATER LINE 1 OF 3 2 3 4 5 5254 56 58 60 62 64 66 68 50 54 56 58 60 62 64 66 68 PROP. 12" WATER 1-12" 90° BEND 1-12"WET CONNECT 1-12" GV&BOX 1-12" 45° BEND 1-12"x12" TEE 10'W.L.E. 1 0 ' W. L . E . P R O P . 1 2 " WA T E R STA.0+80 to END OFFSITE WATER LINE 1 OF 3 PLAN & PROFILE 0 + 0 0 1 + 0 01+00 2+00 3+00 4+00 5+00 6+00 41 35 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 5 2 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 4 1 - P P - O f f s i t e Wa t e r 1 o f 3 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR PROP.12"WATER PROP.12"WATER PROP. 12" WATER C O V E R 4 ' M I N . TO EX. 12" WATER PROP. WET CONNECT NATURAL GROUND NATURAL GROUND FLOOD ZONE "AE" "X" SHADED FLOOD ZONE PROP.54"RCP STM.S WR. P R O P . 5 4 " R C P S T M . S W R . PROP.HIGH BANK PROP.TOE PROP.BACKSLOPE SWALE PROP.BACKSLOPE SWALE S T M.S WR . P R O P .5 4 "R C P 020 20 SCALE: 1"=20' 10 0 M A T C H L I N E S T A . 5 + 0 0 42 +00 +00 +00 +00 +00 +00 OFFSITE WATER 2 OF 3 PROP. 12" WATERPROP. 12" WATER P R O P . 1 2 " W A T E R PROP. 8" WATER 10'W.L.E. 1 0 ' W. L . E . 1 0 ' W. L . E . 10 'W .L .E . 1-8" 22.5° BEND 2-8" 45° BEND 1-8" GV&BOX 1-12" GV&BOX 2-12" 22.5° BEND 2-12" 45° BEND 1-12"x8" TEE 1 2 3 4 5 52 54 56 58 60 62 64 66 68 52 54 56 58 60 62 64 66 68 ( S E E S H E E T 4 3 ) STA.0+00 to STA.5+00 OFFSITE WATER 2 OF 3 PLAN & PROFILE =42.5'R =50'R =42.5'R =50'R P R O P . T Y P E " C " M H ( 2 0 1 ) 1 8 + 0 0 1 9 + 0 0 1 9 + 0 1 1 9 + 0 1 0+00 1+00 2+00 3+00 4+00 5+00 5 + 0 0 6 + 0 0 4 2 36 35 D No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 5 2 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 4 2 - P P - O f f s i t e Wa t e r 2 o f 3 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR C O V E R 4 ' M I N . PROP.12"WATER PROP. 12" WATER NATURAL GROUND NATURAL GROUND PROP. 8" WATER 020 20 SCALE: 1"=20' 10 5 43 +00 +00 +00 +00 +00 M A T C H L I N E S T A . 5 + 0 0 ( S E E S H E E T 4 2 ) OFFSITE WATER LINE 3 OF 3 STA.0+00 to END STA.5+00 to END OFFSITE WATER LINE 3 OF 3 PLAN & PROFILE OFFSITE WATER LINE 3 OF 3 020 20 SCALE: 1"=20' 10 6 1 2 3 68 66 64 62 60 58 56 54 52 68 66 64 62 60 58 56 54 52 5+00 6+00 6+626+62 1 + 0 0 5 + 0 0 6 + 0 0 1+00 2+00 3+00 No: SHEET OF J O B N o : DRAWING SCALE 1"=2' 1"=20'HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 5 3 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 4 3 - P P - O f f s i t e Wa t e r 3 o f 3 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR PROP.12"WATER PROP. 12" WATER NATURAL GROUND PROP.12"WATER PROP. 12" WATER C O V E R 4 ' M I N . TO EXIST. 12" WATER PROP. WET CONNECTION NATURAL GROUND NATURAL GROUND 0 S C A L E: 1" = 40' 20 40 40 F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C AD\ 4 4 - N o r t h De t e n t i o n P o n d A P l a n & S e c t i o n s .d g n 4 / 1 5 / 2 0 1 9 3 : 1 8 : 5 6 P M W A T E R W A S T EW A T E R ST R E E T & B R I D G E ST O R M F A C I L I T I E S A F T E R D A T E O F SI G N A T U R E S N O T E: C I T Y S I G N A T U R E S V A L I D F O R O N E Y E A R O N L Y N o : S H E E T O F D R A W I N G S C A L E 1" = 4' 1" = 40' H O R Z : V E R T : F I L E N o: 65 R E V I S I O N B L O C K N O T E S B E N C H M A R K T R A FFI C A N D T R A N SPO R T A T I O N ST O R M W A T E R Q U A L I T Y T a y l o r R - I R 3 4 x 2 2 3 4 x 2 2 N O T I C E: D A T E: D A T E: Si gnat ur e vali d f or one year. A ppr oved f or A T& T T exas/ SW B T under gr ound conduit f aciliti es onl y. D A T E: Signat ur e vali d f or si x m ont hs. not t o be used f or confil ct verification. ) ( G as ser vi ce li nes ar e not show n) ( T hi s signat ur e verifies t hat you have show n C N P N at ur al G as lines cor r ectl y - C ent er P oi nt E ner gy/ N at ur al G as Facilities V erification O N L Y.Si gnat ur e vali d f or six m ont hs confli ct verification) ( T his si gnat ur e verifi es exi sting under gr ound f acilities - not t o be used f or C ent er P oint E ner gy/ U N D E R G R O U N D Elect ri cal Faciliti es V eri fi cati on O N LY. f ulfill your obli gati on t o call 811. bef or e you di g so t hat under gr ound line can be m ar ked. T his verification does For your saf et y, you ar e r equir ed by t exas l aw t o call 811 at least 48 hour s E N E R G Y A T 713- 207- 2222. T O A R R A N G E FO R L I N E S T O B E TU R N E D O FF O R M O V E D, C A L L C E N T E R P O I N T V E R I FI C A TI O N O F P R I V A T E U T I L I T Y L I N E S N o. D A TE D ESC RI PTI O N A PP' D w w w. v an d ew i el e- en g. com 7 1 3/ 7 8 2 - 0 0 4 2 H o u st o n, T e x as 7 7 0 4 2 2 9 2 5 B ri ar p ar k, S ui t e 2 7 5 T ex as P r o f essi o n al E n gi n eeri n g F i rm R egi st r at i o n N o. F 1 4 8 M U N I C I P A L U T I L I T Y D I S T R I C T I N T E R C O N T I N E N T A L T O W N S E N L A N D I N G S E C 1 P - 2082 A D J U STM EN T, G EOI D 1999. A LL ELEV A TI O N S SH O W N H ER EO N A R E BA SED O N N A V D 1988, 2001 G EOI D 1999) ELEV A TI O N = 57. 62 FEET ( N A V D 1988, 2001 A D J U STM EN T, TA R G ET. ( PLO TTED H ER EO N) D RI V EW A Y O N TH E SO U TH SI D E O F TO W N SEN B LV D. G OI N G TO SI D E O F TO W N SEN BLV D. +/ - 650' N O R TH W EST O F O F A BEI N G A BO X CU T O N TH E N O RTH CU R B LI N E O N TH E N O R TH TB M " B " G EOI D 1999) ELEV A TI O N = 54. 10 FEET ( N A V D 1988, 2001 A D J U STM EN T, SU R V EY ED TR A C T. ( PLO TTED H ER EO N) DI TC H, +/ - 80' SO U TH EA ST O F TH E SO U TH EA ST C O R N ER O F TH E O N TH E N O RTH SI D E O F TO W N SEN BLV D. A T TH E TxD O T O U TFA LL B EI N G A B O X C U T O N TH E W EST EN D O F A CO N C R ETE H EA D W A LL TBM " A " G EOI D 1999) ELEV A TI O N = 51. 34 FEET ( N A V D 1988, 2001 A D J U STM EN T, EN TR A N CE R A M P A N D O N TH E SO U TH SI D E O F A DI TC H. EA ST EN D O F TH E H EA D W A LL O N TH E EA ST SI D E O F TH E FEED ER R O A D 0. 15 MI LE TO A H EA D W A LL. M O N U M EN T I S O N TH E FR O M U S 59 A N D TO W N SEN B LV D. TRA V EL N O RTH O N U S 59 B EI N G A H C FC D BR A SS DI SK O N TO P O F A C O N C R ETE H EA D W A LL. SI TE B EN C H M A R K: H C FC D RM N o. 070290 J OB No :2 0 0 1 2 - 0 0 1 - 1 C I T Y O F H U M B L E FO R C ITY O F HUM B L E U S E ON LY P RELI M BY:TR,DR,DN,MP FI NAL BY:TR,DR,DN.MP STATE O F TEX A S RE GI STERED P R O F ESSI O N AL ENGINEER 67646 J O H N P. P E Y T O N 12. PRO PO SED SI D EW A LK, SEE D ETAI L SH EET 58 11. W A TER LI N E TA P, SEE D ETAI L SH EET 44 N O TI FI CA TI O N PERM I T. 713. 956. 3026 FO R A SSI STA N C E I N O B TAI NI N G A RO W D A NI EL M O R EN O A T D A NI EL. M O R EN O @ H C PI D. O R G O R N O TI FI C A TI O N I S R EQ UI R ED ( N U M B ER 7- X X X X X- X). C O N TA C T C O N TR O L RI G H T- O F- W A Y ( R O W ). A SEPA R A TE RO W N O T I N C LU D E W O R K I N H A R RI S CO U N TY R O A D O R FLO O D TH E SI TE D EV ELO PM EN T PER M I T ( N U M BER 1- X X X X X X- X) D O ES 10. R O W N O TI FI C A TI O N R EQ UI R ED FO R SEA LED SA NI TA R Y SEW ER M A N H O LE V EN TI N G D ETAI LS. 9. SA NI TA R Y SEW ER M A N H O LE TO B E V EN TED. SEE SH EET 48, 49 W A TERTI G H T M A N H O LE FRA M E W/ B O LTED LI D R- 1916- H. 8. SA NI TA R Y SEW ER M A N H O LE TO B E SEA LED. N EEN A H M I N. A B O V E TH E 100- Y R W A TER SU R FA C E ELEV A TI O N. 7. A LL SA NI TA R Y SEW ER M A N H O LE RI M S SH A LL B E ( 1) O N E FO O T CEN TER LI N E O F C R O SSI N G. W L & SS, SPA CED A T LEA ST 9 FT H O RI ZO N TA LLY FR O M SS C EN TER ED A T C R O SSI N G. PR O VI D E RESTRAI N ED J OI N TS O N C LEA R A N C E. PLA C E 1 FU LL SEC TI O N ( M I N. 18 FT) O F W L & PRO TECTI O N R EQ UI R ED. M I NI M U M 2 FEET V ER TI CA L 6. W A TER LI N E ( W L) - SA NI TA R Y SEW ER ( SS) C R O SSI N G O TH ER W I SE N O TED. 5. A LL PA VI N G DI M EN SI O N S A R E B A C K O F C U R B, U N LESS STA TI O N S U N LESS O TH ER W I SE N O TED. 4. A LL STA TI O N S A R E CEN TER LI N E O F STR EET RI G H T- O F- W A Y 3. 100 Y EA R W A TER SU R FA C E ELEV A TI O N = 66. 00' J U N E 9, 2014. PER F. E. M. A. F. I. R. M. PA N EL N O. 48201C 0295M R EVI SED 2. THI S PRO J ECT LI ES W I THI N ZO N E- X ( SH A D ED) & ZO N E A E A S A N Y DI SC R EPA N CI ES TO EN GI N EER I M M EDI A TELY. EXI STI N G U TI LI TI ES PRI O R TO C O M M EN CI N G W O R K. R EPO R T 1. C O N TR A CTO R TO FI ELD V ERI FY LO C A TI O N A N D ELEV A TI O N O F CHAIN-LINK FENCE 4 ' H E A D WA L L EXIST.48"RCPSTM.SWR.ST M.S WR.E XIST.48"RCP C U L V E R T E X IST .2 4 "R C P CULVERTEXIST.24"RCP C 30 31 32 33 34 35 41 39 38 37 36 40 53 53 54 54 54 54 54 54 54 54 54 54 54 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 55 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 57 57 57 57 57 57 57 58 58 58 58 58 58 58 59 59 59 59 59 59 60 60 60 60 60 60 60 60 60 60 60 61 61 61 61 61 61 62 62 62 62 62 63 63 63 63 63 63 64 64 64 64 64 64 64 65 65 65 65 65 65 65 65 65 66 66 66 66 66 66 67 67 67 67 68 68 68 69 69 69 70 70 70 70 71 71 71 727374 75 75 76 H. C. C. F. N o. 2 0 1205393 4 2 ( T R A C T I ) C A L L E D 297. 0 5 1 A C R E S H A N N O V E R E S T A T E S, L T D. V O L. 123, P G. 228, H. C. D. R. C H A R L E S B E N D E R S R. h. c. m. r. f. c. no. 492066 R E S E R V E " D " U N R E S T R I C T E D H. C. M. R. F. C. N o. 492066 R E S E R V E " C " U N R E S T R I C T E D h. c. m. r. f. c. no. 492066 R E S E R V E " A " U N R E S T R I C T E D H. C. C. F. N o. 20140546416 C A L L E D 47. 288 A C R E S P O R T I O N O F J N C D E V E L O PM E N T S E E S H E E T 1 1 F O R L O T G R A D I N G S E E S H E E T 11 F O R L O T G R A D I N G L O T G R A D I N G S WA L E & 1 1 F O R S E E S H E E T M A X 5: 1 M A X 5: 1 20' 2 0 ' MA X 5 : 1 MA X 5 : 1MA X 5 : 1 16' S E E S H E E T 1 1 F O R L O T G R A D I N G M A X 5: 1 M A X 5: 1 (6 0 ' R .O .W .) TO WN S EN O A K S D R . M A X5:1 MAX5:1 MAX5:1 F .C . N o . 4 9 2 0 6 6 H . C . M.R . 1 0 ' W. L .E . H . C .C .F . No . V 2 2 9 5 2 0 WE S T N O B U I L D E A S E ME NT - C AL L E D 0 .1 5 5 2 A C R E H .C . C .F . N o . V 2 2 9 5 2 1 1 3 ' WI D E S E T B A C K - C AL L E D 0 .0 5 6 7 AC R E 9 P L A N D E T E N T I O N P O N D 10' W .L.E.10' W.L.E.25' B.L. 25' B. L. 25' B. L. 15' W. L. E. 1 6 ' U .E . 16' U. E. 16' U. E. 16' U. E. 1 6 ' U .E . 1 6 ' U .E . 25' B.L.2 5' B .L. R .O .W . LIN E D 40 E 40 B 10 C 10 A10 D E T EN TI O N PO N D SU M M A R Y SE E R E PO R T " T O W N SE N L A N DI N G SE C TI O N 1 I M PA C T A N A Y SI S" Pr opos e d O ut f all Pi pe: M a xi m um O ut fl ow Pr ovi de d ( cf s ) M a xi m um All ow a bl e O ut fl ow ( cf s ) ( N A V D 88 dat um, 2001 a dj ust m e nt ) D e si gn W at er Sur f a c e El e vati on D et e nti on st or a ge Pr ovi de d D et e nti on St or a ge R e qui r e d D et e nti on St or a ge R at e D e vel opm e nt A r e a D et e nti on B a si n Dr ai na ge Ar e a 36-i n di a m et er R C P 70 77 59. 5 24. 0 a cr e- f e et 23. 9 a cr e- f e et 0. 55 a cr e- f e et/ a cr e 43. 4 a cr e s 50. 7 a cr e s C O N C. ` = 59. 29 P R O P. B A C K S L O P E I N T E R C E P T O R C O N C. ` = 57. 20 P R O P. B A C K S L O P E I N T E R C E P T O R C O N C. ` = 62. 50 P R O P. B A C K S L O P E I N T E R C E P T O R FLOOD ZONE "AE" "X" SHADED FLOOD ZONE 40' B E R M 10' 4 0 'B E R M 40' B E R M 3 0 'B E R M 10' SW A L E 1 0 ' 1 0 'S WA L E 10' 14' SW A L E 1 0 'S WA L E 5 ' 1 5 ' 40' B E R M 20' 10'S W A L E 10' 1'30'50'10'SWALE9' P LA T BO U N D A RY PLAT BOUNDARY P L A T B O U N D A R Y B O U N D A R Y P LA T 40' B E R M15' 15' 10' SW A L E PV M T . CO N C . PRO P .CONC. PVMT.EXIST. CONC. PVMT.EXIST.PROP.SWALE SEE P&P SHEETSPLAT BOUNDARY 2. 75% 0. 2 % 4. 5% 2. 3%1% 1 . 2 % 0 . 2 % 1.6 % 0 . 2 % 0.2% 0.2% 0.2% 0.2 % 1.57% 1 % 1% 0.2% 0 . 2 % 0. 2% 0.2% 0. 2% 0 . 2 % POND H/B P O N D H/ B P O N D H/ B POND H/B P O N D H/B POND H/B P O N D H / B P O N D T O E P O N D TO E POND TOE POND TOE P O N D T OE POND TOE P O N D T O E 1%1% 1%1%1% 1% 1% 1% 1 % 1 % 1 % 1 % 1 % 1 % 1 % 1 % 1 % 1 % 1 % 1 % 1 % 1 % 1 % 1 % 1' D E E P W/ 3: 1 S I D E S L O P E C O N C R E T E P I L O T C H A N N E L @ 0. 1% 1' DEEP W/ 3:1 SIDE SLOPECONCRETE PILOT CHANNEL @ 0.1% 1 ' D E E P W/ 3 : 1 S I D E S L O P E C O NC R E T E P I L O T C H A N N E L @ 0 .1 % POND GRADE BREAK P OND GR ADE B R E AK C O N C. ` = 62. 70 & O F F S I T E D I T C H I N T E R C E P T O R P R O P. C O M B I N A T I O N B A C K S L O P E C O N C. ` = 59. 80 P R O P. B A C K S L O P E I N T E R C E P T O R C O N C. ` = 58. 54 P R O P. B A C K S L O P E I N T E R C E P T O R C O N C. ` = 57. 76 P R O P. B A C K S L O P E I N T E R C E P T O R P O N D H / B P O N D T O E T OP E L . = 6 0 .5 0 P R O P . C L A Y L I N E R TOP EL.=60.50 PROP.CLAY LINER T O P E L. = 60. 50 P R O P. C L A Y L I N E R T O P E L .= 6 0 .5 0 P R O P .C L AY L I N E R TO P EL. =6 0. 5 0 PRO P. CLA Y LI N ER T O P E L. = 60. 00 P R O P. C L A Y L I N E R T OP E L . = 6 0 .0 0 P R O P . C L A Y L I N E R TOP EL.=60.00 PROP.CLAY LINER TOP EL.=60.00PROP.CLAY LINER TOP EL.=60.00 PROP.CLAY LINER ` = 62. 8 ` = 61. 3 ` = 6 3 . 2 4 ` = 5 7 . 8 ` = 5 8 .1 ` = 6 2 . 8 2 ` = 6 3 . 3 ` = 6 3 . 0 3 ` = 6 2 . 7 8 ` = 6 3 .0 5 ` = 6 3 . 1 4 ` = 5 7 . 5 2 ` = 62. 95 `=62.67`=62.53 ` = 62. 52 ` = 62. 70 `=63.22 `=62.04 `=6 0 .8 5 `=59.0 `=59.25 `=58.0 `=57.94 ` = 52. 81 ` = 52. 84 ` = 52. 87 ` = 52. 92 ` = 52. 93 ` = 53. 04 ` = 53. 08 ` = 53. 20` = 53. 25 ` = 53. 44 ` = 53. 35 ` = 52. 94 E L = 5 4. 0 3 E L = 5 4. 7 3 E L = 5 5. 4 2 E L = 55. 40 E L = 54. 17 E L = 54. 6 E L = 55. 0 E L = 54. 76 E L = 54. 92 E L = 55. 25 E L = 55. 3 E L = 54. 95 E L = 55. 12 E L = 54. 84 E L = 55. 0 E L = 54. 93 E L = 54. 69 E L = 53. 9 E L = 53. 9 E L = 54. 25 E L = 54. 71 E L = 54. 77 E L = 54. 79 E L = 55. 8 E L = 55. 26 E L = 54. 8 E L = 55. 0 E L = 54. 63 E L = 54. 37 E L = 5. 24 H/ B=60.0 H/ B=60.5 H/ B=61.0 H/B=60.0 H/B=60.0 H/B=60.0 H/B=60.0 H / B = 6 0 . 0 H / B = 6 0 . 0 H/ B = 60. 0 H/ B = 62. 0 H/ B = 63. 5 H / B = 6 4 . 0 H / B = 6 4 . 0 H / B = 6 4 . 0 H / B = 6 4 .0 H/ B = 6 4 .0 H/ B = 64. 0 H/ B = 64. 0 H/ B = 64. 0 C L A Y B O T T O M P O N D C L A Y B O T T O M P O N D C L A Y B O T T O M P O N D C L A Y B O T T O M P O N D ( S E E D E T A I L S H T 64) S T R U C T U R E P O N D O V E R F L O W ( S E E D E T A I L S H T 43, 44) F L O A T A B L E S C O L L E C T I O N S T R U C T U R E ( S E E D E T A I L S H T 64) P O N D O V E R F L O W S T R U C T U R E PLAN DETENTION POND "B" 45 B B B - B B - B P R O P . B A C K S L O P E S WA L E P R O P . B A C K S L O P E S W A L E P R O P . H I G H B A N K P R O P . T O E P R O P. H I G H B A N K P R O P . H I G H B A N K PROP.HIGH BANK P R O P . B A C K S L O P E S WA L E P R O P. B A C K S L O P E SW A L E P R O P. T O E P R O P . T O E PROP.TOE 4 : 1 4 : 1 4: 1 4: 1 4 :1 4 :1 4:1 4:1 W/ 3: 1 S. S. C O N C. C H A N N E L 6' W I D E/ 1' D E E P 20' M A I N T. B E R M 20'MAINT.BERM =60'R =60'R =30'R =10'R =10'R =30'R =30'R =10'R =10'R =30'R 1% 1% 1 % 1 % 1 % P L A T B O U N D A R Y PLAT BOUNDARY P L A T B O U N D A R Y S T M. SW R. P R O P. 54" R C P PROP.SWQ FEATURE P R O P.24" R C P S T M. S W R. =45'R =45'R 0 SCALE: 1"=30' 1530 30 PROP.TYPE"C"MH PROP.TYPE"C"MH 1 % 1 % 1 % P R O P . H I G H B A N K PROP.HIGH BANK 17+ 00 18+ 00 19+ 00 19+ 01 19+ 01 0 + 00 1 +0 0 2 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 6 + 0 0 6 + 6 2 6 + 6 2 1+00 2+00 3+00 3+203+20 0+ 00 1+ 00 2+ 00 3+ 00 4+ 00 5+ 00 6+ 00 6+ 66 6+ 66 38 37 36 35 34 33 32 31 30 4 D 4 No: SHEET OF J O B N o : DRAWING SCALE HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 5 7 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 4 5 - S o u t h D e t e n t i o n P o n d B P l a n . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR F LO O D ZO N E " A E" " X " S H A D ED F LO O D ZO N E SOUTH POND SECTION B SOUTH POND SECTION B-B SECTIONS DETENTION POND "B" 46 0.5% MIN.SLOPE 4 : 1 S I D E S L O P E FILL TOE EL=60.68 4 :1 S I D E S L O P E TOE EL=60.57 H/B EL=66.00 1% H/B EL=66.00 NATURAL GROUND NATURAL GROUND W/3:1 SS CONC.PILOT CHANNEL 6' WIDE/1'DEEP 1% No: SHEET OF J O B N o : DRAWING SCALE HORZ : VERT : 57 REVISION BLOCK NOTES BENCH MARK P R E L I M B Y : F I N A L B Y : 34x22 34x22 NOTICE: DATE: DATE: Signature valid for one year. Approved for AT&T Texas/SWBT underground conduit facilities only. DATE: Signature valid for six months. not to be used for confilct verification.) (Gas service lines are not shown) (This signature verifies that you have shown CNP Natural Gas lines correctly - CenterPoint Energy/Natural Gas Facilities Verification ONLY. Signature valid for six months conflict verification) (This signature verifies existing underground facilities - not to be used for CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY. ENERGY AT 713-207-2222. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT VERIFICATION OF PRIVATE UTILITY LINES No.DATE DESCRIPTION not fulfill your obligation to call 811. before you dig so that underground line can be marked. This verification does For your safety, you are required by texas law to call 811 at least 48 hours 3 : 1 8 : 5 8 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 4 6 - D e t e n t i o n P o n d B S e c t i o n s . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A 2001 ADJUSTMENT, GEOID 1999. ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988, GEOID 1999) ELEVATION = 57.62 FEET (NAVD 1988, 2001 ADJUSTMENT, TARGET. (PLOTTED HEREON) DRIVEWAY ON THE SOUTH SIDE OF TOWNSEN BLVD. GOING TO SIDE OF TOWNSEN BLVD. +/- 650' NORTHWEST OF OF A BEING A BOX CUT ON THE NORTH CURB LINE ON THE NORTH TBM "B" GEOID 1999) ELEVATION = 54.10 FEET (NAVD 1988, 2001 ADJUSTMENT, HEREON) SOUTHEAST CORNER OF THE SURVEYED TRACT. (PLOTTED TxDOT OUTFALL DITCH, +/- 80' SOUTHEAST OF THE HEADWALL ON THE NORTH SIDE OF TOWNSEN BLVD. AT THE BEING A BOX CUT ON THE WEST END OF A CONCRETE TBM "A" GEOID 1999) ELEVATION = 51.34 FEET (NAVD 1988, 2001 ADJUSTMENT, OF A DITCH. EAST SIDE OF THE ENTRANCE RAMP AND ON THE SOUTH SIDE MONUMENT IS ON THE EAST END OF THE HEADWALL ON THE ON US 59 FEEDER ROAD 0.15 MILE TO A HEADWALL. HEADWALL. FROM US 59 AND TOWNSEN BLVD. TRAVEL NORTH BEING A HCFCD BRASS DISK ON TOP OF A CONCRETE HCFCD RM No. 070290 SITE BENCHMARK: P-____ 12. PROPOSED SIDEWALK, SEE DETAIL SHEET 58 11. WATERLINE TAP, SEE DETAIL SHEET 44 NOTIFICATION PERMIT. 713.956.3026 FOR ASSISTANCE IN OBTAINING A ROW DANIEL MORENO AT DANIEL.MORENO@HCPID.ORG OR NOTIFICATION IS REQUIRED (NUMBER 7-XXXXX-X).CONTACT CONTROL RIGHT-OF-WAY (ROW). A SEPARATE ROW NOT INCLUDE WORK IN HARRIS COUNTY ROAD OR FLOOD THE SITE DEVELOPMENT PERMIT (NUMBER 1-XXXXXX-X) DOES 10.ROW NOTIFICATION REQUIRED DETAILS. 48,49 FOR SEALED SANITARY SEWER MANHOLE VENTING 9. SANITARY SEWER MANHOLE TO BE VENTED. SEE SHEET WATERTIGHT MANHOLE FRAME W/BOLTED LID R-1916-H. 8. SANITARY SEWER MANHOLE TO BE SEALED. NEENAH FOOT MIN. ABOVE THE 100-YR WATER SURFACE ELEVATION. 7. ALL SANITARY SEWER MANHOLE RIMS SHALL BE (1) ONE CENTERLINE OF CROSSING. ON WL & SS, SPACED AT LEAST 9 FT HORIZONTALLY FROM SS CENTERED AT CROSSING. PROVIDE RESTRAINED JOINTS CLEARANCE. PLACE 1 FULL SECTION (MIN.18 FT) OF WL & PROTECTION REQUIRED. MINIMUM 2 FEET VERTICAL 6.WATER LINE (WL) - SANITARY SEWER (SS) CROSSING OTHERWISE NOTED. 5. ALL PAVING DIMENSIONS ARE BACK OF CURB,UNLESS STATIONS UNLESS OTHERWISE NOTED. 4. ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY 3. 100 YEAR WATER SURFACE ELEVATION = 66.00' REVISED JUNE 9,2014 AS PER F.E.M.A. F.I.R.M. PANEL NO.48201C0295M 2. THIS PROJECT LIES WITHIN ZONE-X (SHADED)& ZONE AE IMMEDIATELY. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER OF EXISTING UTILITIES PRIOR TO COMMENCING 1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR NATURAL GROUND NATURAL GROUND W/3:1 S.S. CONC.CHANNEL 6'WIDE/1'DEEP EL=64.00H/B EL=64.00 TOE EL=58.93 TOE EL=59.00 CHANNEL ` VARIES FILL 1%1% 4 : 1 S I D E S L O P E 4 :1 S I D E S L O P E 5 0 ' 47 DETAILS 1 OF 2 SWPPP No: SHEET OF J O B N o : DRAWING SCALE HORZ : VERT : 57 REVISION BLOCK P R E L I M B Y : F I N A L B Y : 34x22 34x22 No.DATE DESCRIPTION 3 : 1 8 : 5 8 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 4 7 - D t l - H u m b l e - S w p p p - S u b d - 1 o f 2 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A P-____ P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR 48 DETAILS 2 OF 2 SWPPP No: SHEET OF J O B N o : DRAWING SCALE HORZ : VERT : 57 REVISION BLOCK P R E L I M B Y : F I N A L B Y : 34x22 34x22 No.DATE DESCRIPTION 3 : 1 9 : 2 1 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 4 8 - D t l - H u m b l e - S w p p p - S u b d - 2 o f 2 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A P-____ P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR 49 DETAILS 1 OF 2 SANITARY SEWER No: SHEET OF J O B N o : DRAWING SCALE HORZ : VERT : 57 REVISION BLOCK P R E L I M B Y : F I N A L B Y : 34x22 34x22 No.DATE DESCRIPTION 3 : 1 9 : 3 4 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 4 9 - D t l - H u m b l e S a n i t a r y 1 o f 2 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A P-____ P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR 50 DETAILS 2 OF 2 SANITARY SEWER No: SHEET OF J O B N o : DRAWING SCALE HORZ : VERT : 57 REVISION BLOCK P R E L I M B Y : F I N A L B Y : 34x22 34x22 No.DATE DESCRIPTION 3 : 2 0 : 0 7 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 5 0 - D t l - H u m b l e S a n i t a r y 2 o f 2 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A P-____ P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR 51 1 OF 3 WATER DETAILS No: SHEET OF J O B N o : DRAWING SCALE HORZ : VERT : 57 REVISION BLOCK P R E L I M B Y : F I N A L B Y : 34x22 34x22 No.DATE DESCRIPTION 3 : 2 0 : 2 7 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 5 1 - D t l - H u m b l e Wa t e r 1 o f 3 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A P-____ P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR 52 2 OF 3 WATER DETAILS No: SHEET OF J O B N o : DRAWING SCALE HORZ : VERT : 57 REVISION BLOCK P R E L I M B Y : F I N A L B Y : 34x22 34x22 No.DATE DESCRIPTION 3 : 2 0 : 4 8 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 5 2 - D t l - H u m b l e Wa t e r 2 o f 3 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A P-____ P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR 53 3 OF 3 WATER DETAILS No: SHEET OF J O B N o : DRAWING SCALE HORZ : VERT : 57 REVISION BLOCK P R E L I M B Y : F I N A L B Y : 34x22 34x22 No.DATE DESCRIPTION 3 : 2 1 : 0 4 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 5 3 - D t l - H u m b l e Wa t e r 3 o f 3 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A P-____ P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR 54 DETAIL 1 OF 3 DRAINAGE CONSTRUCTION No: SHEET OF J O B N o : DRAWING SCALE HORZ : VERT : 57 REVISION BLOCK P R E L I M B Y : F I N A L B Y : 34x22 34x22 No.DATE DESCRIPTION 3 : 2 1 : 2 3 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 5 4 - D t l - H u m b l e D r a i n a g e C o n s t r u c t i o n D e t a i l 1 o f 3 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A P-____ P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR 55 DETAIL 2 OF 3 DRAINAGE CONSTRUCTION No: SHEET OF J O B N o : DRAWING SCALE HORZ : VERT : 57 REVISION BLOCK P R E L I M B Y : F I N A L B Y : 34x22 34x22 No.DATE DESCRIPTION 3 : 2 1 : 5 3 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 5 5 - D t l - H u m b l e D r a i n a g e C o n s t r u c t i o n D e t a i l 2 o f 3 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A P-____ P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR 56 DETAIL 3 OF 3 DRAINAGE CONSTRUCTION No: SHEET OF J O B N o : DRAWING SCALE HORZ : VERT : 57 REVISION BLOCK P R E L I M B Y : F I N A L B Y : 34x22 34x22 No.DATE DESCRIPTION 3 : 2 2 : 1 3 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 5 6 - D t l - H u m b l e D r a i n a g e C o n s t r u c t i o n D e t a i l 3 o f 3 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A P-____ P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR 57 1 OF 2 DRIVEWAY DETAIL No: SHEET OF J O B N o : DRAWING SCALE HORZ : VERT : 57 REVISION BLOCK P R E L I M B Y : F I N A L B Y : 34x22 34x22 No.DATE DESCRIPTION 3 : 2 2 : 3 3 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 5 7 - D t l - H u m b l e - D r i v e w a y 1 o f 2 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A P-____ P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR 55 2 OF 2 DRIVEWAY DETAIL No: SHEET OF J O B N o : DRAWING SCALE HORZ : VERT : 57 REVISION BLOCK P R E L I M B Y : F I N A L B Y : 34x22 34x22 No.DATE DESCRIPTION 3 : 2 2 : 5 6 P M T a y l o r R - I R F : \ 2 0 0 1 2 T o w n s e n L a n d i n g \ 0 0 2 - 1 \ C A D \ 5 8 - D t l - H u m b l e - D r i v e w a y 2 o f 2 . d g n www.vandewiele-eng.com 713/782-0042 Houston, Texas 77042 2925 Briarpark, Suite 275 Firm Registration No. F148 Texas Professional Engineering CITY OF HUMBLE MUNICIPAL UTILITY DISTRICT INTERCONTINENTAL TOWNSEN LANDING SECTION 1-A P-____ P.E. NO. 67646 JOHN P. PEYTON OR PERMIT PURPOSES. CONSTRUCTION, BIDDING, NOT INTENDED FOR REVIEW ONLY AND THIS DOCUMENT IS FOR SITE CONSTRUCTION PLANS - ENTRY PLAZA ADDITIONS AND RENOVATIONS UNITED CITY (;IitJFZ(;H IHASE 19901 TOWNSEN BLVU HUMBLE, TEXAS 77338 PERMIT / APPROVAL SUMMARY DATE SUBMITTED DATE APPROVED I PERMIT / APPROVAL FLOODPLAIN NOTE: ACCORDING TO MAP No. 48201CO295M OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS (FIRM) FOR HARRIS COUNTY AND INCORPORATED AREAS DATED 06/09/2014, THE SUBJECT TRACT IS SITUATED WITHIN FLOOD HAZARD UNSHADED ZONE 'X', DESIGNATED AS AN AREA OF MINIMAL FLOOD HAZARD. Know what's below. Call before you dig. THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THIS DRAWING ARE ONLY APPROXIMATE. NO GUARANTEE 1S EITHER EXPRESSED OR IMPLIED AS TO THE COMPLETENESS OR ACCURACY THEREOF. THE CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE FOR DETERMINING THE EXACT UTILITY nwin ci cve Tinnlc DRInR Tr) THE START OF CONSTRUCTION. ONE -CALL NOTIFICATION SYSTEM CALL BEFORE YOU DIGH! 713-223-4567 (In Houston) New Statewide Number Outside Houston 1-800-344-8377) DESIGN TEAM OWNER/APPLICANT/DEVELOPER DEVELOPER UNITED CITY CHURCH MYRICK GUROSKY & ASSOCIATES 19901 TOWNSEN BLVD 700 MONTGOMERY HW., SUITE 100 HUMBLE, TX 77338 VESTAVIA HILLS, AL 35216 CONTACT: EXECUTIVE PASTOR DAVE KINNEY CONTACT: KALEB REID PHONE: 281.446.8168 PHONE: 205.313.3020 EMAIL: DKINNEY@UNITEDCITY.CHURCH EMAIL: INFO@MGANDASSOCIATES.COM ARCHITECT CIVIL ENGINEER FORREST DANIELL & ASSOCIATES, PC PEA GROUP 8007 AMERICAN WAY 16060 DILLARD DR., SUITE 250 DAPHNE, AL 36526 HOUSTON, TX 77040 CONTACT: JEFF JORDAN CONTACT: GEOFF BEACH, PE PHONE: 251.422.5833 PHONE: 713.688.3530 EMAIL: JJORDAN@FDANIELL.COM EMAIL: GBEACH@PEAGROUP.COM LANDSCAPE ARCHITECT PEA GROUP 16060 DILLARD DRIVE, SUITE 250 HOUSTON, TX 77040 CONTACT: ELIZABETH 'VIOLET' MAK, PLA, RAS, SITES AP PHONE: 832.615.0304 EMAIL: EMAK@PEAGROUP.COM 4 ANY ADDITIONAL CODE REQUIREMENTS NOT SPECIFICALLY COVERED BY THIS PLAN REVIEW DUE TO LACK OF INFORMATION ON THESE PLANS OR OTHERWISE, SHALL ADHERE TO THE c:20-LI NEC, % g IMC, 200 IPC, NOTES AND THE CITY OF HUMBLE CODE OF ORDINANCES AND SHALL BE FIELD VERIFIED FOR CODE COMPLIANCE AND CONFORMANCE. CITY OF HUMBLE / PLANS-4?ZVIEWED BY: BUILDING INSPECTOR: / t tJ^T__ DATE: ELECTRICAL INSPECTOR: DATE: PLUMBING INSPECTOR: DATE: 2 "'- a FIRE MAR$ ." DATE: H.V.A.C. INSPECTOR: DATE: PUBLIC WORKS DIRECTOR: DATE: LOCATION MAP NO SCALE WEST T op Fs, o F nj fl" o N RI VERCR T THELMA w z CAN TR T ECM o QI FIELDTRE SH/REZ Q J U WO IDLE O MANNING 3 WIN ERE MEEK o D GWOOD w z i WESTtvIINSTER k ARWOOD Zp HA ERHIL co Q. PROJECT w 0 SOUTHWICK LOCATION BIRCHWOOD CANTERBURY LdY ASH WOOD 0 7TH Z 0 O w i6 mQ 0 2 m 6TH w J 0Uj o Q WESTFIELD z 2 4TH w w wQ 4 0 3R 0, g N p.9 N7cG/Ns o ER N z ROUGH NEC q m w MIN i w o d RpT RY0 rr ` s G qN E Ry Q E MAIN HVMB F o WT It / DAVIS TREB E NORTH m u WILLOW w o KEY MAP No. 335V G ROUP 16060 DILLARD DRIVE, SUITE 250 HOUSTON, TEXAS 77040 713-688-3530 T.B.P.E.L.S. FIRM F-21237 & #10194679 T.B.A.E. FIRM #BR3949 VICINITY MAP NO SCALE Sheet List Table Sheet Number Sheet Title C-0.0 COVER C-0.1 NOTES SHEET C-0.2 DEMOLITION PLAN C-1.0 DIMENSIONAL CONTROL C-2.0 GRADING PLAN C-2.1 MITIGATION PLAN C-3.0 PROPOSED DRAINAGE AREA MAP C-3.1 DRAINAGE CALCULATIONS C-4.0 UTILITY PLAN C-5.0 STORM PLAN C-6.0 PAVING PLAN C-7.0 SWPPP C-7.1 SWPPP DETAILS C-8.0 DETAIL SHEET 1 OF 4 C-8.1 DETAIL SHEET 2 OF 4 C-8.2 DETAIL SHEET 3 OF 4 C-8.3 DETAIL SHEET 4 OF 4 REVISIONS DESCRIPTION DATE ORIGINAL ISSUE DATE 4/8/2024 A Cl cla 0 Uj CL N LL J ca Q__ LLI L-Li 1--CLC/:) OF T£h i •` U GEOFFREY D. BEACH; r -0 140048 .....*qz' w a Uj P_ c- ;z GENERAL CONSTRUCTION NOTES 1. ALL PROPOSED CONSTRUCTION SHALL CONFORM TO THE STANDARDS, CODES AND SPECIFICATIONS OF THE CITY OF HUMBLE, TEXAS. WHERE CONFLICTS EXIST BETWEEN THE CITY'S REQUIREMENTS AND THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS THE MORE STRINGENT REQUIREMENT SHALL BE ENFORCED. 2. THE CONTRACTOR SHALL LAYOUT THE ENTIRE PROJECT AND VERIFY CRITICAL DIMENSIONS AND THE LOCATION AND ELEVATION OF EXISTING CONSTRUCTION TO BE CONNECTED TO PRIOR TO COMMENCING WORK ON THE PROJECT. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 3. THE LOCATION OF EXISTING UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE ONLY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. OTHER UTILITIES MAY EXIST. 4. THE CONTRACTOR SHALL CONTACT TEXAS 811 (811) OR 1-800-344-8377 AT LEAST 48 HOURS BEFORE CONSTRUCTION TO HAVE UTILITIES FIELD LOCATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO EXISTING UTILITIES AND SHALL REPAIR SAME AT NO ADDITIONAL COST TO THE OWNER. 5. OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MARK LINES SINCE THEY ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION 752, HEALTH & SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. PARTIES RESPONSIBLE FOR THE WORK, INCLUDING CONTRACTORS, ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT ENERGY. 6. LOCATIONS OF CENTERPOINT ENERGY MAIN LINES (TO INCLUDE UNIT GAS TRANSMISSION AND/OR INDUSTRIAL GAS SUPPLY CORPORATION WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE WAY ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. THE CONTRACTOR SHALL CONTACT CENTERPOINT ENERGY A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK AND AGREE TO BE FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. 7. CONTRACTOR TO PAY ALL TAP FEES. 8. CONTRACTOR SHALL PAY COST OF ALL REQUIRED PERMITS. 9. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED AND NOTIFY ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS OR OTHER PERSONS IN CHARGE OF PRIVATE OR PUBLIC CONSTRUCTION OPERATIONS OR EXISTING FACILITIES IN THE PROJECT AREA, PRIOR TO COMMENCEMENT OF THE WORK. 10. EXISTING CONDITIONS ARE PER THE SURVEY PREPARED BY PEA GROUP, DATED 01/11/24 AND SIGNED/SEALED BY GLEN H. FREELAND REGISTERED PROFESSIONAL LAND SURVEYOR, TEXAS REGISTRATION No. 5758. 11. TESTING SHALL BE BY THE OWNER'S TESTING LAB. CONTRACTOR SHALL COORDINATE AND COOPERATE WITH LAB. CONTRACTOR SHALL REMOVE AND REPLACE ANY MATERIALS OR CONSTRUCTION NOT MEETING SPECIFICATIONS AT NO ADDITIONAL COST TO THE OWNER AND SHALL PAY FOR ANY RE -TESTING REQUIRED. 12. PROVIDE SUCH TEMPORARY BARRICADES AS ARE REQUIRED TO ASSURE THE SAFETY OF WORKERS AND THE GENERAL PUBLIC. 13. DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 14. THE CONTRACTOR SHALL SUPPORT ALL EXISTING UTILITIES IN THE PATH OF THE EXCAVATION DURING CONSTRUCTION. REPAIR DAMAGES AT NO ADDITIONAL COST TO THE OWNER. 15. CEMENT STABILIZED SAND SHALL BE A PERCENT (7%) MIX (MINIMUM 1.5 SACK/TON) AND SHALL DEVELOP 100 PSI COMPRESSIVE STRENGTH AT 48 HOURS. 16. SITE UTILITY CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL UTILITIES WITH THE BUILDING CONTRACTOR. 17. CONTRACTOR SHALL LEAVE ENTIRE SITE NEAT AND CLEAN. 18. ALL TEMPORARY UTILITIES TO THE SITE ARE TO BE APPLIED AND PAID FOR BY THE CONTRACTOR. ASSIGNED TEMPORARY APPLICATION NUMBERS ARE TO BE PROVIDED TO THE OWNER FOR TRANSFER AFTER SUBSTANTIAL COMPLETION AND ACCEPTANCE OF THE BUILDING. 19. PROVIDE TREE PROTECTION FOR TREES TO BE SAVED. SEE LANDSCAPE DRAWINGS AND SPECIFICATIONS. NO CONSTRUCTION TRAFFIC SHALL BE PERMITTED WITHIN TREE PROTECTION FENCES. 20. ALL TRENCHES, INLETS, MANHOLES, CLEANOUTS, ETC., UNDER, OR WITHIN ONE FOOT OF, PAVEMENT SHALL BE BACKFILLED WITH SELECT MATERIAL PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN DEPTH AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY. CONTRACTOR MAY, AT HIS OPTION, BACKFILL SEWER TRENCHES WITH CEMENT STABILIZED SAND TO A POINT ONE FOOT BELOW BOTTOM OF PAVEMENT, IN LIEU OF SELECT MATERIAL. 21. ALL TRENCHES NOT UNDER, OR WITHIN ONE FOOT OF, PAVEMENT SHALL BE BACKFILLED WITH SELECT MATERIAL PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES IN DEPTH AND COMPACTED TO THE DENSITY OF NATURAL SURROUNDING SOIL, BUT NOT LESS THAN 90 PERCENT STANDARD PROCTOR DENSITY (ASTM D698) 22. CONTRACTOR SHALL COORDINATE WITH ARCHITECT'S DRAWING TO VERIFY LOCATION AND SIZE OF ALL ROOF DRAINS AND UTILITY CONNECTIONS. LIMITS OF PROPOSED SITE PLUMBING FACILITIES SHALL BE 5 FEET FROM EDGE OF BUILDING, UNLESS OTHERWISE NOTED. 23. A GEOTECHNICAL REPORT SPECIFYING EXISTING SOILS CONDITIONS AND PROPOSED CONSTRUCTIONS REQUIREMENTS HAS BEEN PREPARED BY GEOSCIENCE ENGINEERING AND TESTING, INC. PROJECT NO. 24G12509, DATED JANUARY 2024. REFER TO GEOTECHNICAL REPORT FOR PAVEMENT RECOMMENDATIONS. PAVING CONSTRUCTION NOTES 1. PORTLAND CEMENT CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS. LIGHT VEHICULAR PAVING SHOULD BE REINFORCED WITH 13 BARS AT 24-INCHES INTERVALS. DRIVE LANES AND AREAS SUBJECTED TO LIGHT TO MEDIUM, HEAVY TRUCKS AND DUMPSTERS SHOULD BE REINFORCED WITH #3 BARS AT 18-INCHES CENTER -TO -CENTER INTERVALS. 2. NO SAND BED OR SAND LEVELING COURSE SHALL BE PERMITTED UNDER ANY VEHICULAR PAVING. 3. VEHICULAR PAVING AT TRUCK DOCKS, ACCESS DRIVEWAYS, PEDESTRIAN WALKS, INTEGRAL WALK -CURB, OR CAST -IN -PLACE CURBS SHALL BE CONSTRUCTED OF REINFORCED PORTLAND CEMENT CONCRETE 4. PAVEMENT MARKINGS SHALL CONSIST OF TWO (2) COATS OF 4" WIDE PAVEMENT PAINT, WHITE, TXDOT ITEM 666, TYPE II. 5. CONTRACTOR SHALL INSTALL CONTROL JOINTS AND EXPANSION JOINTS IN ALL CONCRETE PAVING. MAXIMUM SPACING FOR CONTRACTION JOINTS SHALL BE 15 FEET IN EACH DIRECTION. MAXIMUM SPACING FOR EXPANSION JOINTS SHALL BE 60 FEET IN EACH DIRECTION AND SHOULD BE PLACED WHERE THE PAVEMENT ABUTS ANY STRUCTURE. DOWELS SHOULD BE SPACED ON 12-INCH INTERVALS, AND BE EMBEDDED AT LEAST 9-INCHES. STEEL USED FOR REINFORCEMENTS SHOULD BE GRADE 60. NO JOINT SHALL BE INSTALLED WHICH WOULD CREATE A SLAB DIMENSION OF LESS THAN ONE FOOT. 6. CURBS ARE 6 INCHES IN HEIGHT UNLESS NOTED OTHERWISE. GRADING CONSTRUCTION NOTES 1. CONTRACTOR SHALL MAINTAIN SITE DRAINAGE AT ALL TIMES AND SHALL MAINTAIN EXCAVATIONS "DRY" BY AN APPROVED METHOD. 2. ALL EXCESS MATERIALS FROM THE EXCAVATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL DISPOSE OFF -SITE IN A LAWFUL MANNER. 3. GRADE UNIFORMLY BETWEEN INDICATED ELEVATIONS. ADJUST ELEVATIONS AS DIRECTED BY THE ENGINEER AND AS REQUIRED TO ACHIEVE POSITIVE DRAINAGE AND PLEASING APPEARANCE THROUGHOUT. 4. ADJUST STRUCTURES (MANHOLES, INLETS, JUNCTION BOXES, VALVE BOXES, ETC.,) AS REQUIRED TO CONFORM TO NEW FINISHED GRADES. 5. THE PROPOSED GRADES INDICATED ON THESE DRAWINGS ARE FINISHED GRADES. FINISHED GRADES ARE THE GRADES TO ACHIEVE AFTER FINE GRADING IS COMPLETED AND AFTER THE APPLICATION OF ANY LANDSCAPE PLANTING MATERIALS OR EROSION CONTROL MATERIALS (INCLUDING SOD OR MULCH). 6. THE CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS WITH TOPOGRAPHIC INFORMATION ON INSTALLED DETENTION VAULT. TRENCH/BACKFILL NOTES 1. BEDDING AND BACKFILL FOR BELOW GRADE UTILITY TRENCHES WITHIN THE BUILDING FOOTPRINT SHOULD BE CEMENT -STABILIZED SAND OR FILL CEMENT STABILIZED SAND SHOULD MEET THE REQUIREMENTS OF CITY OF HUMBLE STANDARD DETAIL SHEET 13 OR 14 OR 17. SAND SHOULD NOT BE USED AS TRENCH BEDDING OR BACKFILL WITHIN 10 FEET OF THE BUILDING. CONSTRUCTION SAFETY NOTES 1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE TRENCH SAFETY REQUIREMENTS OF THIS PROJECT: CONTRACTOR SHALL PROVIDE A TRENCH SAFETY SYSTEM MEETING THE REQUIREMENTS OF CURRENT OSHA REGULATIONS, STATE LAW AND LOCAL CODES. 2. THESE PLANS PREPARED BY PEA GROUP, DO NOT EXTEND TO OR INCLUDE DESIGNS OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES, AGENTS, SUBCONTRACTORS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. STORM SEWER CONSTRUCTION NOTES 1. DESIGN AND CONSTRUCTION OF STORM SEWERS SHALL CONFORM TO THE APPLICABLE PORTIONS OF THE CURRENT CONSTRUCTION STANDARDS OF CITY OF HUMBLE. 2. THE SCOPE OF WORK INCLUDES MAKING CONNECTION TO EXISTING STORM WATER DRAINS AND SEWERS ENCOUNTERED IN THE EXCAVATION. IF STORM WATER DRAINS OR SEWERS NOT SHOWN ON THE DRAWINGS ARE ENCOUNTERED THE CONTRACTOR SHALL ADVISE THE OWNER'S REPRESENTATIVE OF THE LOCATION, DEPTH, SIZE AND PIPE MATERIAL AND SHALL OBTAIN THE OWNER'S WRITTEN INSTRUCTIONS CONCERNING IF TO AND HOW TO CONNECT. 3. USE FERNCO COUPLINGS TO MAKE UP JOINTS BETWEEN DISSIMILAR MATERIALS. 4. WHERE SPECIFIED, PVC STORM SEWER PIPE MATERIALS SHALL BE ASTM D 3034, SDR 26, WITH ELASTOMERIC SEAL (GASKET TYPE) JOINTS, ASTM D 3212. 5. FOR PRIVATE STORM DRAIN FACILITIES, 4 INCHES THRU 60 INCHES, NOT LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY, HDPE PIPE WITH GASKETED JOINTS PER ASTM F477 MAY BE USED. BELL AND SPIGOT JOINTS SHALL BE IN ACCORDANCE WITH AASHTO M252 TYPE S. GASKETS SHALL BE POLYISOPRENE AND SHALL NOT SHOW SIGNS OF VISIBLE CRACKING WHEN TESTED ACCORDING TO ASTM D1149. PIPE SHALL BE HANCOR SURELOK OR EQUAL 6. FOR PRIVATE STORM DRAIN FACILITIES, 4 INCHES THRU 24 INCHES, C-900 DR18 PIPE SHALL BE USED. JOINTS SHALL BE GASKETED PUSH -ON TYPE CONFORMING TO ASTM D 3139 AND F 477. BENDS AND PIPE FITTINGS (TEE'S, REDUCER'S, ETC.), IF ANY, SHALL BE ALL BELL, PUSH ON, DUCTILE IRON COMPACT FITTINGS FOR WATER MAINS AWWA C153 WITH CEMENT MORTAR LINING AND POLYETHELENE WRAP. 7. REINFORCED CONCRETE PIPE STORM SEWER SHALL BE C-76. CLASS III, AND SHALL BE INSTALLED, BEDDED, AND BACK FILLED IN ACCORDANCE WITH THE CITY OF HUMBLE DETAIL SHEET 10 OF 17 AS APPLICABLE UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 8. CIRCULAR AND ELLIPTICAL REINFORCED CONCRETE PIPE SHALL BE INSTALLED USING RUBBER GASKET JOINT CONFORMING TO ASTM C443 AND ASTM C877 RESPECTIVELY. 9. WHERE THE LENGTH OF SEWER OR OTHER PIPE RUN IS GIVEN IT IS FOR INFORMATION ONLY. NO ADDITIONAL COMPENSATION SHALL BE PAID IF ACTUAL LENGTH DIFFERS FROM THAT GIVEN. 10. ADJUST AND/OR RECONSTRUCT EXISTING STRUCTURES (MANHOLES, INLETS, JUNCTION BOXES, VALVE BOXES, ETC.,) AS REQUIRED AT POINTS OF CONNECTION TO THE EXISTING DRAINAGE SYSTEMS TO CONFORM TO NEW FINISHED GRADES. 11. CONTRACTOR TO SHORE EXCAVATIONS AS REQUIRE TO PROTECT EXISTING STRUCTURES INCLUDING PAVEMENTS. 12. CONTRACTOR TO APPLY EROSION AND SEDIMENT CONTROL MEASURES TO PROTECT THE STORM WATER SYSTEM DURING ALL PHASES OF SITE CONSTRUCTION PER LOCAL CODES. 13. STORM SEWER GRATE TOP INLETS SHALL BE AS PER DETAILS ON SITE UTILITY DETAILS SHEET. UNLESS OTHERWISE NOTED, ALL CURB TYPE INLETS SHALL BE TYPE C INLETS PER DETAILS SHOWN IN PLANS. 14. STORM SEWER MANHOLES SHALL BE PER CITY OF HUMBLE DETAIL SHEET 8 OF 17, AS APPROPRIATE. SOLID TOP MANHOLE COVERS FOR ALL MANHOLES IN PAVEMENT AND AS OTHERWISE CALLED FOR IN PLANS, SHALL BE EAST JORDAN IRON WORKS (EJIW) V-3400 SERIES. 15. UNDERGROUND ROOF DRAIN PIPING SHALL BE ASTM D3034, SDR 35, PVC, WITH ELASTOMERIC JOINTS, EXCEPT SOLVENT -CEMENT JOINTS AT FITTINGS. PROVIDE ELASTOMERIC WATERSTOP GASKET AND QUICK -SET, NON -SHRINK GROUT AT CONNECTIONS TO MANHOLES AND INLETS. SANITARY SEWER CONSTRUCTION NOTES 1. DESIGN AND CONSTRUCTION OF SANITARY SEWERS SHALL CONFORM TO THE APPLICABLE PORTIONS OF THE CURRENT CONSTRUCTION STANDARDS OF CITY OF HUMBLE. 2. SANITARY SEWER MATERIALS SHALL BE PVC PIPE SCH 40 FOR LINES 6" AND SMALLER AND SDR 35 FOR LINES 8" AND LARGER, EXCEPT WITHIN CITY OF HOUSTON RIGHT OF WAY AND EASEMENTS AND WITHIN NINE FEET OF THE WATER LINE CROSSING. WITHIN CITY OF HUMBLE RIGHT OF WAY AND EASEMENTS USE SDR 26. WITHIN NINE FEET OF THE WATER LINE CROSSING INSTALL DUCTILE IRON PIPE OR C-900 PVC PIPE MEETING WATER LINE SPECIFICATIONS. NO SANITARY SEWER PIPE JOINTS WITHIN NINE FEET OF THE WATER LINE CROSSING. 3. WHERE THE LENGTH OF SEWER OR OTHER PIPE RUN IS GIVEN IT IS FOR INFORMATION ONLY. NO ADDITIONAL COMPENSATION SHALL BE PAID IF ACTUAL LENGTH DIFFERS FROM THAT GIVEN. 4. ALL PVC SEWER SHALL BE TESTED FOR DEFLECTION 30 DAYS AFTER BACKFILLING OPERATIONS ARE COMPLETE. TEST FOR DEFLECTION SHALL BE BY MEANS OF A HAND -PULLED MANDREL DEVICE HAVING AN OUTSIDE DIAMETER EQUAL TO 95 PERCENT OF THE NOMINAL DIAMETER OF THE PIPE BEING TESTED. THE MANDREL SHALL HAVE A MINIMUM OF SEVEN RUNNERS WITH EACH RUNNER AT LEAST 5 INCHES IN LENGTH. CONTRACTOR SHALL HAVE AN APPROVED TRUING RING AT THE JOBSITE DURING TESTING TO ASSURE THE CORRECT DIAMETERS. ANY PIPE NOT MEETING THE REQUIREMENT TO PASS THE MANDREL BY HAND SHALL BE REMOVED AND REPLACED AT CONTRACTOR EXPENSE. 5. CONTRACTOR SHALL TEST ALL GRAVITY SANITARY SEWERS FOR LEAKAGE BY EITHER THE INFILTRATION METHOD OR THE LOW PRESSURE AIR TEST METHOD. 6. CLEANOUT HOUSING SHALL BE ZURN #Z-1460-15, DURA COATED CAST IRON, OR APPROVED EQUAL 7. BACKFILL OVER SANITARY SEWER LINES AT THE POINT OF CROSSING OF WATER LINES SHALL BE 2.0 SACK/TON CEMENT STABILIZED SAND. 8. ADJUST AND/OR RECONSTRUCT EXISTING STRUCTURES AS REQUIRED AT POINTS OF CONNECTION TO THE EXISTING SEWER SYSTEMS. 9. ADJUST STRUCTURES (MANHOLES, INLETS, JUNCTION BOXES, VALVE BOXES, ETC.,) AS REQUIRED TO CONFORM TO NEW FINISHED GRADES. 10. SANITARY SEWER MANHOLES SHALL BE 4-FT DIA. PRECAST CONCRETE MANHOLES IN ACCORDANCE WITH CITY OF HUMBLE, DETAIL SHEET 14 OF 17 UNLESS OTHERWISE NOTED. 11. WHERE A SANITARY SEWER CROSSES A WATERLINE, CENTER ONE JOINT (MIN. 18-FT LENGTH) OF SANITARY SEWER PIPE ON THE WATERLINE. WATER LINE CONSTRUCTION NOTES 1. DESIGN AND CONSTRUCTION OF WATER LINES SHALL CONFORM TO THE APPLICABLE PORTIONS OF THE CURRENT CONSTRUCTION STANDARDS OF THE CITY OF HUMBLE 2. DOMESTIC WATER SERVICE LINE MATERIAL SHALL BE SCHEDULE 40 PVC FOR 1 INCH THRU 3 INCH AND CLASS 150, C-900 DR18 FOR 4 INCH THRU 12 INCH. FIRE SERVICE LINES SHALL BE CLASS 200, C-900 DR14. JOINTS SHALL BE GASKETED PUSH -ON TYPE CONFORMING TO ASTM D 3139 AND F 477. BENDS AND PIPE FITTINGS (TEE'S, REDUCER'S, ETC.), IF ANY, SHALL BE ALL BELL, PUSH ON, DUCTILE IRON COMPACT FITTINGS FOR WATER MAINS AWWA C153 WITH CEMENT MORTAR LINING AND POLYETHELENE WRAP. 3. NORMALLY USE "ALL BELL" (DESIGNATED AB) FOR FITTINGS. PROPERLY DESIGNED THRUST BLOCKS SHALL BE PROVIDED FOR EACH AB FITTING FOR DIAMETERS 12-INCH AND SMALLER. 4. PROVIDE THRUST BLOCKS OF 2,500 PSI CONCRETE AS REQUIRED TO SECURE FITTINGS. 5. ADJUST STRUCTURES (MANHOLES, INLETS, JUNCTION BOXES, VALVE BOXES, ETC..) AS REQUIRED TO CONFORM TO NEW FINISHED GRADES. 6. VALVES: 6.1. 1-1/2 INCHES AND SMALLER SHALL BE 125 PSIG; BRONZE; RISING STEM; SINGLE -WEDGE; DISC TYPE; SCREWED ENDS; CRANE NO. 428. 6.2. 2 INCH THRU 2-1/2 INCH VALVES SHALL BE IRON BODY, DOUBLE GATE, NON -RISING STEM; 150 PSIG TEST, 2 INCH SQUARE NUT OPERATING CLOCKWISE TO OPEN 6.3. 3 INCH AND LARGER VALVES SHALL BE 200 PSIG GATE VALVES PER AWWA C500 OR C509; PUSH ON BELL ENDS WITH RUBBER JOINT RINGS; 2 INCH NUT OPERATING CLOCKWISE TO OPEN. 7. WATERLINE BEDDING SHALL BE BANK SAND, EXTENDED 12 INCHES ABOVE THE TOP OF PIPE AND AS PER COH DWG. 02317-04. BACKFILL SHALL BE AS PER NOTES 21 OR 22 UNDER THE GENERAL CONSTRUCTION NOTES SECTION ABOVE. 8. POTABLE WATERLINES SHALL HAVE A MINIMUM COVER OF 4 FEET BELOW NATURAL GROUND OR FINISH GRADE, WHICH EVER IS LOWER. FIRE SPRINKLER SHALL HAVE A MINIMUM COVER OF 4 FEET BELOW NATURAL GROUND OR FINISH GRADE, WHICHEVER IS LOWER. CONTRACTOR SHALL PROVIDE THRUST BLOCKING TO WITHSTAND 125 PERCENT OF TEST PRESSURES. 9. WHERE A DOMESTIC WATERLINE CROSSES A SEWER, INSTALL ONE JOINT (MINIMUM 18 FEET IN LENGTH) OF WATERLINE PIPE CENTERED ON THE SEWER. 10. DISINFECT AND FLUSH 6 INCH AND LARGER PRIVATE FIRE HYDRANT SUPPLY LINES IN ACCORDANCE WITH AWWA C651. 11. FIRE SPRINKLER LINES SHALL BE INSTALLED AND TESTED BY A CONTRACTOR LICENSED BY THE STATE TO PERFORM SUCH WORK. CONTRACTOR SHALL FURNISH OWNER A CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING AS REQUIRED BY THE TEXAS COMMISSION ON FIRE PROTECTION. 12. ALL PVC PIPE USED IN WATER SYSTEMS SHALL BEAR THE NATIONAL SANITATION FOUNDATION SEAL OF APPROVAL STORM WATER POLLUTION PREVENTION NOTES 1. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE UNDER TEXAS COMMISSION OF ENVIRONMENTAL QUALITY RULES. 2. CONTRACTOR SHALL DESIGNATE IN WRITING THE NAMES AND TELEPHONE NUMBERS OF QUALIFIED PERSON(S) RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROLS, SPILL PREVENTION, COORDINATION AND CLEANUP. 3. CONTRACTOR SHALL LOCATE FUEL AND MATERIALS STORAGE AWAY FROM ANY STORM WATER CONVEYANCE. 4. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR FUEL STORAGE. 5. CONTRACTOR SHALL IMMEDIATELY ADVISE THE OWNER, VERBALLY AND IN WRITING, OF ANY FUEL SPILL OR RELEASE OF TOXIC OR HAZARDOUS MATERIAL SUCH NOTICE DOES NOT RELIEVE THE CONTRACTOR OF HIS DUTY AND RESPONSIBILITY TO NOTIFY OTHER AUTHORITIES. 6. CONTRACTOR IS RESPONSIBLE FOR LEGALLY DISPOSING OF ANY CONTAMINATED SOIL, WASTE OR EXCESS FROM THE PROJECT. 7. CONTRACTOR SHALL PROVIDE PROTECTED STORAGE AREAS FOR CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS AND OTHER POTENTIALLY HAZARDOUS MATERIALS. 8. THE STORM WATER POLLUTION PREVENTION PLAN IS INCORPORATED HEREIN BY REFERENCE. THE TEMPORARY CONTROLS REQUIRED DURING CONSTRUCTION ARE SHOWN ON SHEETS C-7.0 AND C-7.1. 9. THE CONTRACTOR SHALL PROVIDE QUALIFIED PERSONNEL TO PERFORM ALL INSPECTIONS, REPORTS AND CERTIFICATIONS AS REQUIRED BY THE STORM WATER POLLUTION PREVENTION PLAN. 10. THE CONTRACTOR SHALL MODIFY AND UPDATE THE STORM WATER POLLUTION PREVENTION PLAN AS REQUIRED DURING EACH PHASE OF CONSTRUCTION ACTIVITY IN ORDER TO MINIMIZE SOIL EROSION AND THE TRANSPORT OF SEDIMENT INTO OFF -SITE OR ON -SITE STORM SEWERS. 11. PRIOR TO THE START OF EACH PHASE OF CONSTRUCTION THE CONTRACTOR SHALL INSTALL, REGULARLY INSPECT AND MAINTAIN IN GOOD FUNCTIONAL CONDITION UNTIL REMOVED. TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AS INDICATED ON THE DRAWINGS. ALL CONSTRUCTION, OPERATION AND MAINTENANCE SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS OF THE CITY OF HUMBLE. 12. EROSION CONTROL STRUCTURES SHALL BE INSPECTED WITHIN 24 HOURS AFTER EACH AND EVERY STORM EVEN' OF 0.5 INCHES OR MORE RAINFALL IN ANY 24 HOUR PERIOD, BUT IN ANY CASE NOT LESS THAN ONCE PER WEEK. 13. SEDIMENT SHALL BE REMOVED AND LEGALLY DISPOSED OF AFTER EACH AND EVERY STORM EVENT OF 0.50 INCHES OR MORE RAINFALL IN ANY 24 HOUR PERIOD AND WHEN IT HAS ACCUMULATED TO ONE-THIRD OF THE HEIGHT OF THE CONTROL DEVICE (SUCH AS THE STONE OUTLET SEDIMENT TRAP, FILTER FABRIC FENCE OR INLET PROTECTION BARRIER). 14. TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED AND THE AFFECTED AREA OF THE SITE REPAIRED TO A FINISHED CONDITION BY THE CONTRACTOR. DEVICES MAY BE REMOVED ONLY AFTER THE AREA SERVED BY THOSE DEVICES HAS BEEN FINALLY STABILIZED. 15. PROVIDE FOR CLEANING OF VEHICLES AT THE STABILIZED CONSTRUCTION EXIT. 16. MAINTAIN PUBLIC STREETS FREE OF DIRT OR MUD. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR PROMPTLY CLEANING UP ALL MUD AND/OR DIRT DEPOSITED ON EXISTING ON -SITE OR OFF -SITE PAVEMENTS DUE TO HIS CONSTRUCTION OPERATIONS. DO NOT WASH DIRT OR MUD INTO STORM SEWERS. 18. ALL SWPPP RECORD KEEPING AND REPORTS REQUIRED AT THE JOB SITE ARE THE CONTRACTORS RESPONSIBILITY. 19. NO WORK FOR LARGE CONSTRUCTION ACTIVITIES (OVER 5 ACRES) SHALL BE ALLOWED UNTIL TWO (2) DAYS AFTER THE NOTICE OF INTENT HAS BEEN SENT TO THE T.C.E.Q. IN ACCORDANCE WITH T.C.E.Q. RULES AND PROCEDURES. A COPY OF REQUIRED NOTIFICATION RECEIPT CONFIRMATION SHALL BE FURNISHED TO THE ENGINEER. FOR SMALL CONSTRUCTION ACTM11ES (UNDER 5 ACRES AND NOT PART OF A LARGER PLANNED DEVELOPMENT PROJECT OVER 5 ACRES), NO WORK SHALL BE ALLOWED UNTIL A COPY OF TPDES GENERAL PERMIT TXR150000 CONSTRUCTION SITE NOTICE FOR PART It D.2 HAS BEEN FILLED OUT AND POSTED AT THE SITE ALONG WITH THE SWPPP. A COPY OF THE TXR 150000 FORM SHALL BE PROVIDED TO THE ENGINEER. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE TPDES GENERAL PERMIT. 20. INSTALL THE EROSION CONTROL MEASURES BEFORE DISTURBING THE SITE. 21. REINFORCED FILTER FABRIC BARRIER "RFB" OR TRIANGULAR FILTER FABRIC FENCE TFF" MAY BE USED IN LIEU OF FILTER FABRIC FENCE "FF" OR REINFORCED FILTER FABRIC BARRIER "RFB", AS CALLED FOR IN THE PLANS. 22. INSTALL STORM SEWER SYSTEM, IF PROPOSED, PRIOR TO EARTHMOMNG OR OTHER TRENCHING OPERATIONS. 23. PROVIDE FILTER FABRIC OR PLASTIC SHEETING COVERS ON ALL OPEN SEWERS, INLETS, OR MANHOLES AT ALL WORK STOPPAGES. PROVIDE INLET PROTECTION BARRIERS ON ALL INLETS PRIOR TO PLACING STORM SEWERS IN SERVICE AND UNTIL FINAL VEGETATION STABILIZATION IS ACHIEVED. 24. PROVIDE FINAL STABILIZATION OF THE SITE BY HYDROMULCH SEEDING, SEEDING, OR SODDING OF ALL UNPAVED (OR RIPRAPPED) AREAS DISTURBED BY CONSTRUCTION. PAYMENT FOR THESE ITEMS SHALL NOT BE MADE UNTIL THE VEGETATION IS RE-ESTABLISHED. 25. MAINTENANCE OF THE SYSTEM, INCLUDING SILT AND DEBRIS REMOVAL, MOWING, AND WATERING OF GRASSED AREAS AND PUMPING OF PONDED AREAS, IS CONSIDERED INCIDENTAL TO THE PLAN. 26. THE CONTRACTOR SHALL PREPARE THE SWPPP MANUAL AND THE APPROVED CONSTRUCTION PLANS CONSTITUTE THE COMPLETE PLAN. THE CONTRACTOR SHALL MODIFY THE SWPPP EROSION CONTROL DRAWING IN THE PLANS AS NECESSARY TO SUIT HIS METHODS AND OPERATIONS. THE STORM WATER POLLUTION PREVENTION PLAN SHALL THEN BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH IN THE STORM WATER MANAGEMENT HANDBOOK FOR CONSTRUCTION ACTIVITIES PREPARED BY CITY OF HOUSTON, HARRIS COUNTY, HARRIS COUNTY FLOOD CONTROL DISTRICT, 2006 OR CURRENT EDITION. THE FEATURES SHOWN ON THIS DRAWING AND DESCRIBED IN THESE NOTES SHALL BE CONSIDERED MINIMUM REQUIREMENTS FOR THE PURPOSES OF EROSION CONTROL AND ARE CONSIDERED INCIDENTAL TO THE POLLUTION PREVENTION PLAN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS SET FORTH IN THE HANDBOOK. FOR LARGE CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL SUBMIT NOTICE OF INTENT AND NOTICE OF TERMINATION TO TCEQ IN ACCORDANCE WITH THESE REQUIREMENTS. FOR SMALL CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL POST TPDES GENERAL PERMIT TXR 150000 SITE NOTICE PART II.D.2. AT THE SITE AND PROVIDE A COPY TO THE ENGINEER AND THE OPERATOR OF THE MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) RECEIVING DISCHARGE (i.e. CITY, COUNTY, ETC.) CONTRACTOR SHALL PERFORM INSPECTIONS OF FACILITIES AND MAINTAIN ALL RECORDS. 27. FOR LARGE CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL PREPARE AND SUBMIT THE NOTICE OF TERMINATION TO THE TEO IN ACCORDANCE WITH TCEQ PROCEDURES WHEN FINAL STABILIZATION OF THE VEGETATION HAS BEEN ESTABLISHED. REVISIONS NOTES SHEET NOT FOR CONSTRUCTION PEA JOB 23-1243 DATE: APRIL 8, 2024 GROUP 16060 DILLARD DR., SUITE 250 HOUSTON, TEXAS 77040 713-688-3530 T.B.P.E.L.S. FIRM F-21237 & #10194679 T.B.A.E. FIRM #BR3949 C-0.1 BALL PIT Q k_--- WOOD POLE CONC. BRAKER BOX-\ AC - AC - t] AC r-,-,-I AC CONC. PAD AC CONC. nc PAD BACK FLOW PREVENTER ASH) AC cad L AC 1 I INLET 63.51' 62.78' 57.78' 57.78' PATER) I VAULT UAL POST B' CHAINUNK FEfJCE 0 I REFRIGE ANT SYSTEM 0 0 G I rA GRAVEL 2.79 STORM INLET RIM = 63.38' 8' PVC (N) = 59.13' 8" PVC (S) = 60.08' 2 "CPP OUTF t-(1Rj= 57.96' e_ I STORM INLET RIM = 59.50' 24' CPP (W) = 53.85' I- 24" CPP (E) = 53.80' 24" CPP (N) 53.80' I ' STORM INLET -- --- - __ - -- 1------------ ! -` _-." _ ---- ; --- - r - i RIM = 60.28'- 24" CPP ISWI = 54_60' —" - — DEMOLITION LEGEND: CURB/FENCE REMOVAL ////////// TREE REMOVAL ( i SAWCUT LINE — — 1 / rCN DIPEC'- tNS si e UNITED CITY CHURCH SIGN 3 -- iL101 11 11 11 1 11 11 11 9 13 IIAMI'T 7 ,' 00 1 • NrN' 7 1 3 7 1 ENV G < JINN OOY/I CONC. ' _ /v't 1 STORM INLET EX 8" WL RIM = 63.49' 1 ` 12" PVC (NW) = 59.87' ( 15OAK 10 1 6 12" PVC (N) = 59.99' I 12" PVC (S) = 59.99' Yi I 12" PVC (E) = 59.94' 2 STORM INLET TOP = 64.24' GUTTER = 63.49' 12" PVC (N) = 60.14' 1 1 IRRIGATION CONTROL CP 8 SET 60D NAIL PED, O GP GP PED COMCAST J JUNGLE GYM BENCH 2" YAUPON 12 PALM gip" qCREPE h `fRj_E 1pr' 10" CREPE MYRTLE 12" Y RESTRUCTED RESERVE CHURCH INSTITUTION CALLED 43.7600 ACRES SHORT FORM PLAT HUMBLE AREAS FIRST BAPTIST CHURCH F. C. 502133 M. R. H. C. 000" r0= 11111111111 ZEV WL - 9 L— u i 10 Ir NO v O INt O4w1 w PVC AI!A0 rem =111116 i9 GRASS SS0A. K i r OAK 10 - ` , >,. 6 10 2 2 7 9GUM 1100 - • > r n r+lo • ww M 1 NoRSH 0 10 20 40 KEY NOTES: SCALE: 1" = 20' OCONCRETE CURB TO BE REMOVED CONCRETE SIDEWALK TO BE REMOVED OADA RAMP TO BE REMOVED 4 PARKING STRIPING TO BE REMOVED O5 ADA PARKING SPACES TO BE REMOVED EXISTING STRUCTURE/COLUMNS TO BE REMOVED BY OTHERS n EXISTING PAVEMENT TO BE REMOVED EXISTING FIRE HYDRANT ASSEMBLY TO BE REMOVED AND DISPOSED O9 EXISTING STORM INLET/STRUCTURE TO BE REMOVED 10 EXISTING STORM LINE TO BE REMOVED GEXISTING SIGN TO BE REMOVED 12 EXISTING LIGHT POLE TO BE REMOVED 13 PROTECT STRUCTURE IN PLACE DEMOLITION NOTES 1. PROTECTION OF EXISTING FACILITIES A PROTECT EXISTING UTILITIES AND IMPROVEMENTS NOT DESIGNATED FOR REMOVAL AND RESTORE DAMAGED OR TEMPORARILY RELOCATED UTILITIES AND IMPROVEMENTS. B. VERIFY EXACT LOCATIONS AND DEPTHS OF UTILITIES SHOWN AND MAKE EXPLORATORY EXCAVATIONS OF UTILITIES THAT MAY INTERFERE WITH THE WORK. 1) PERFORM EXPLORATORY EXCAVATIONS AS SOON AS PRACTICABLE AFTER AWARD OF CONTRACT AND A SUFFICIENT TIME IN ADVANCE OF CONSTRUCTION TO AVOID DELAYS TO THE WORK. 2) WHEN EXPLORATORY EXCAVATIONS SHOW UTILITY LOCATION AS SHOWN TO BE IN ERROR, NOTIFY ENGINEER. C. PERFORM EXPLORATORY EXCAVATIONS REQUIRED TO SUFFICIENTLY DETERMINE ALIGNMENT AND GRADE OF E)4STING UTILITIES. D. DO NOT ENTER NOR OCCUPY WITH MEN, EQUIPMENT, OR MATERIALS. ANY LANDS OUTSIDE THE DICED SITE E TAKE ALL NECESSARY PRECAUTIONS TO PRESERVE PRIVATE AND PUBLIC PROPERTY IN THE IMMEDIATE AREA OF WORK SITES F. ASSUME TOTAL LIABILITY FOR DAMAGE TO PRIVATE AND/OR PUBLIC PROPERTY DURING THE PROSECUTION OF THE WORK. 2. PROTECTION OF SURVEY MARKERS A DO NOT DESTROY, REMOVE, OR OTHERWISE DISTURB EXISTING SURVEY MARKERS OR OTHER EXISTING STREET OR ROADWAY MARKERS WITHOUT PROPER AUTHORIZATION. B. NO WORK SHALL BE STARTED UNTIL ALL SURVEY OR OTHER PERMANENT MARKER POINTS THAT WILL BE DISTURBED BY THE CONSTRUCTION OPERATIONS HAVE BEEN PROPERLY REFERENCED FOR EASY AND ACCURATE RESTORATION. C. ACCURATELY RESTORE SURVEY MARKERS OR POINTS DISTURBED BY CONTRACTOR AT CONTRACTOR' S EXPENSE AFTER WORK HAS BEEN COLLETED. 3. PAVEMENT A PAVEMENTS SUBJECT TO PARTIAL REMOVAL SHALL BE NEATLY SAW CUT IN STRAIGHT I LINES UNLESS OTHERWSE NOTED. 4. DEMOLITION A DEMOLITION SHALL INCLUDE COMPLETE REMOVAL AND DISPOSAL OF DESIGNATED STRUCTURES WITHIN THE LIMITS OF DEMOLITION SHOWN ON THE DRAWNGS, AND SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING WORK: 1) REMOVAL OF ALL STRUCTURES AND FOUNDAT101NS TO A MINIMUM OF TWO (2) FEET 12 BELOW FUTURE FINISHED GRADE, AND REMOVAL OF ALL ASSOCIATED PIPING, WIRING, DUCTWORK, AND EQUIPMENT. 2) BREAK—UP AND REMOVAL OF SLABS—ON—GRAIX SLABS SHALL BE COMPLETELY REMOVED 3) FILLING OF ALL SUBGRADE CAVITIES WITH ON —SITE SOIL COMPACTED TO 95 PERCENT DENSITY ( ASTM D698), OR AS INSTRUCTED BY THE GEOTECH ENGINEER, WHICHEVER IS MORE STRINGENT. 4) PROVISIONS FOR TEMPORARY BRACING AND SHO MNG AS REQUIRED UNTIL DEMOLITION AND BACKFILUNG WM IS COMPLETE. 5) UNIFORM (TRADING OF DEMOLITION AREA TO MATCH EXISTING GRADE OF PERIMETER I + i urr ;II 2 !iiiilki ima z I INTERCEPTOR 11 12 118" AAGNOUA11 14°' OAK `- 8" OAK BACKFLOW PREVENTER / SAMPLE WELL 6° MAGNOLIA \ 1/y,°\ v, 8" MAGNOLIA 14" PALM _ RP 12" PALM ro ft Coy CONC. I GRAVEL GRAVEL tRAvFt 12" OAK`z r v, I I 8" CR PE MYRTLE' GROUND GHT I3: - W 12" OAK F 11 6" MAGNOLIA 6" MAGNOLIA 8" OAK 12" OAK 4" MAGNOLIA 14" OAK 1 10°` OAK EX 8" WL 7 t` OAK- s l CREPE MYRTLE( 2 p= ialrr 1 — 12" CREPE MYRTLE 10" CREPE MYRTLE p 1 14" OAK r ` l i2" OAK ROUGH GRADE AND COMPACT AREAS AFFECTED BY DEMOLITION TO MAINTAIN SITE GRADES AND CONTOURS. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE AWAY FROM FACILITIES TO REMAIN IN OPERATION DURING DEMOLITION PHASING. 6) RESTORATION OF SIDEWALKS, BITUMINOUS AND CONCRETE PAVEMENTS, AND ANY OTHER IMPROVEMENTS OR PROPERTY DAMAGED BY DEMOLITION OPERATIONS 7) CLEANING OF ADJACENT STRUCTURES, IMPROVEMENTS, STREETS, SIDEWALKS, AND a" CREPE MYRTLE PROPERTY OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATIONS. B. DEMOLITION SHALL BE BY CONVENTIONAL DEMOLITION METHODS USING HEAVY TO LIGHT MECHANICAL MEANS AS WELL AS HAND DEMOLITION METHODS USE OF EXPLOSIVES SHALL NOT BE PERMITTED. BURNING AND BURIAL OF MATERIAL ON SITE SHALL NOT BE PERMITTED. C. THE CONTRACTOR SHALL LIMIT DUST AND DIRT CAUSED BY DEMOLITION OPERATIONS SO AS TO COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. D. DEMOLITION OPERATIONS SHALL NOT INTERRUPT EXISTING UTILITIES SERVING NEIGHBORING PROPERTIES AND/OR BUILDING TO REMAIN OPERATIONAL DURING PHASES OF DEMOLITION, EXCEPT WHEN AUTHORIZED IN WRITING BY AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES, AS DIRECTED BY GOVERNING AUTHORITIES. E CONDUCT DEMOLITION TO MINIMIZE INTERFERENCE WTH ADJACENT STRUCTURES. F. CEASE OPERATIONS IMMEDIATELY IF ADJACENT STRUCTURES APPEAR TO BE IN DANGER. N011FY OWNER. DO NOT RESUME OPERATIONS UNTIL DIRECTED BY OWNER. G. CONDUCT OPERATIONS WTH MINIMUM INTERFERENCE TO PUBLIC OR PRIVATE ACCESS AND COMMERCIAL USES. MAINTAIN PROTECTED EGRESS AND ACCESS AT ALL TIMES 5. DEMOLITION REQUIREMENTS A REMOVE FOUNDATION WALLS AND FOOTINGS TO A MINIMUM OF TWO FEET BELOW FINISHED GRADE BEYOND AREA OF NEW CONSTRUCTION. B. REMOVE CONCRETE SLABS ON GRADE C. BACKFILL OPEN PITS AND HOLES CAUSED AS A RESULT OF DEMOLITION PER GEOTECH REPORT. D. ROUGH GRADE AND COMPACT AREAS AFFECTED BY DEMOLITION TO MAINTAIN SITE GRADES AND CONTOURS. E REMOVE DEMOLISHED MATERIALS FROM SIIE. F DO NOT BURN OR BURY MATERIALS ON SITE LEAVE SITE IN CLEAN CONDITION. G. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE DURING DEMOLITION PHASING. 6. REGULATORY REQUIREMENTS A CONFORM TO APPLICABLE CODE FOR DEMOLITION OF STRUCTURES, SAFETY OF ADJACENT STRUCTURES, DUST CONTROL. RUNOFF CONTROL, AND DISPOSAL B. OBTAIN REQUIRED PERMITS FROM AUTHORITIES C. NOTIFY AFFECTED UTILITY COMPANIES BEFORE STARTING WORK AND COMPLY WITH THEIR REQUIREMENTS D. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS. OR HYDRANTS WITHOUT PERMITS 7. PREPARATION A PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES PRIOR TO WORw, B. PROTECT EXISTING APPURTENANCES AND STRUCTURES WHICH ARE NOT TO BE DEMOLISHED. C. PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES. PROVIDE BRACING AND SHORING. D. MARK LOCATION OF UTILITIES 8 PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS NTSA PROTECT OVERHEAD AND UNDERGROUND UTILITIES AND OTHER IMPROVEMENTS WHICH MAY BE IMPAIRED DURING CONSTRLIC11ON OPERATIONS 1) DETERMINE ACTUAL LOCATION OF EXISTING UTILITIES AND OTHER IMPROVEMENTS THAT WILL BE ENCOUNTERED DURING CONSTRUCTION OPERATIONS 2) ADEQUATELY PROTECT UTILITIES AND OTHER IMPROVEMENTS FROM DAMAGE DUE TO CONSTRUCTION OPERATIONS 3) TAKE Al POSSIBLE PRECAUTIONS FOR PROTECTING UNFORESEEN UTILITY LINES TO PROVIDE FOR UNINTERRUPTED SERVICE AND TO PROVIDE NECESSARY SPECIAL PROTECTION. B. OWNER'S RIGHT OF ACCESS: OWNER AND OWNERS OF PUBUC U11UTIES RESERVE THE RIGHT TO ENTER AT ANY TIME UPON ANY PUBLIC STREET, A -LEY, RIGHT—OF—WAY, OR EASEMENT FOR THE PURPOSE OF MAKING CHANGES IN THEIR PROPERTY. C. UNDERGROUND UTILITIES INDICATED. 1) EXISTING UTILITY LINES TO BE RETAINED, THAT ARE INDICATED OR LOCATIONS OF WHICH ARE MADE KNOWN TO CONTRACTOR PRIOR TO EXCAVATION, AND UTILITY LINES CONSTRUCTED DURING EXCAVATION OPERATIONS SHALL BE PROTECTED FROM DAMAGE DURING EXCAVATION AND BACKFILIJNG. 2) IF DAMAGED, CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE D. UNDERGROUND UTILITIES NOT INDICATED: IF CONTRACTOR DAMAGES EXISTING U11UTY LINES THAT ARE NOT INDICATED OR THE LOCATIONS OF WHICH ARE NOT MADE KNOWN TO CONTRACTOR PRIOR TO EXCAVATION, IMMEDIATELY MAKE A WRITTEN REPORT TO ENGINEER. E APPROVAL OF REPAIRS: REPAIRS TO A DAMAGED UTILITY OR IMPROVEMENT SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY AN AUTHORIZED REPRESENTATIVE OF THE UTILITY OR IMPROVEMENT OWNER BEFORE BEING CONCEALED BY BACKFILL OR OTHER WORK. F. MAINTAINING IN SERVICE 1) DURING CONSTRUCTION, CONTINUOUSLY MAINTAIN OIL AND GASOLINE PIPELINES; POWER, TELEPHONE, AND COMMUNICATION CABLE DUCTS; GAS AND WATER MAINS; IRRIGATION UNES; SEINER UNES; STORM DRAIN LINES; POLES, OVERHEAD POWER, AND COMMUNICATION WIRES AND CABLE ENCOUNTERED ALONG THE LINE OF 1HE WORK IN SERVICE UNLESS OTHER ARRANGEMENTS APPROVED BY ENGINEER ARE MADE WTH THE OWNERS OF THE FACILITIES. 2) BE RESPONSIBLE FOR AND REPAIR DAMAGE DUE TO CONSTRUCTION OPERATIONS, EVEN IF DAMAGE OCCURS AFTER BACKFIWNG OR IS NOT DISCOVERED UNTIL AFTER COMPLETION OF BACKFIWNG 9. NOTIFICATION BY CONTRACTOR A PRIOR TO EXCAVA11ON IN VICINITY OF EXISTING UNDERGROUND FACILITIES (INCLUDING GROUND LIGHT WATER, SEWER. STORM DRAIN, GAS, PETROLEUM PRODUCTS, OR OTHER PIPELINES; BURIED ELECTRIC POWER, COMMUNICATIONS, OR TELEVISION CABLES; TRAFFIC SIGNAL AND STREET LIGHTING FACILITIES; AND ROADWAY AND STATE HIGHWAY RIGHTS —OF —WAY) NOTIFY THE RESPECTIVE AUTHORITIES REPRESENTING THE OWNERS OR AGENCIES RESPONSIBLE FOR THE FACILITIES NOT LESS THAN 3 DAYS NOR MORE THAN 7 DAYS PRIOR TO EXCAVATION SO THAT A REPRESENTATIVE OF OWNERS OR AGENCIES CAN BE PRESENT DURING SUCH WORK IF THEY SO DESIRE B. NOTIFY THE UNDERGROUND SERVICE ALERT OR UTILITY COORDINATION COMMITTEE AT AT LEAST 2 DAYS, BUT NO MORE THAN 14 DAYS, PRIOR TO EXCAVATION. NOT FOR CONSTRUCTION GROUP 16060 DILLARD DR., SUITE 250 HOUSTON, TEXAS 77040 713- 688-3530 T. B.P.E.L.S. FIRM F- 21237 & #10194679 T. B.A.E. FIRM #BR3949 w C p E r....................... j GEOFFREY D. BEACH Z 140048 FORREST DANIELL Associates, P.C. Architecture & Planning 8007 American Way Daphne, AL 36526 251. 625.6490 wk. 251. 625.6494 fx. www. fdanieH.com REVISIONS Al — DEMOLITION PLAN PEA JOB #- 23-1243 DATE. APRIL 8, 2024 C- 0.2 y y- y y y y I y y y _ vy@-,L - 1 y v v L y y y y y y y y ( Nyyy { - y -v y y Q Ln o 13 y y yy y y 49.50' y y y y y y a f --- - y y y y y y y jar 1 0 4.00' 1 18 - 0 0 ,0 _ gy y y y (- _ -- -- - ---- - -- ---- -- - y y ar y y y I I( y y y y y y2.001 y y y y y y y ' v 13 y 407.10 -- _ --- --- - - 51.33'' y y y N 20 i V y y y y v y v 7 y y y y 6.99' 7.90' 8.65' y y y y y y y y y y y 19.29' 39.17' 38.93 39.12' V y y y y y y y y y y j I °y y y '_ y y y 25.75' 264.00' 31.41' 34.35' 22.70y , vNIyyyyyyyyyy 2 Opp 20 18 20 20 18 R3DD 20 18 20 N ;!I y y y'v _v y y y y R3. I--L8.3 ' 3 p0fyyy9.00 p T ^P `\ 15 ,_. _ _._ _._..._, , . _. _ q15 6 Op y y y y y y y y y y y y Q ,eTYP xvn^p. f I y y y o 6. 9 3+ Dp. 18 f! o I y 6.00' y y y y y y y y y y y y (6 0 3,. ' .-. c y y y y y s - LL r t+ O n C 4oyyyy - --t-- .. '. BACK FLOW PREVENTER I 1 y y y y y y y y " i -"' s Lfi (O 50' y y y y 54yy99.30 y y y y 6.50 27.00 24.00 3 114.00 45.00 <- i COO 20 AC GONG. PAD _ •---------- I y y y y y y 1 y y y y 74.36 y y y 11.00' y 24.01 y y y y y y y y y y AC Ui I y y y y y y y y y 114.00' y y a y y y y y y y y y y y 23.00 y y y y .,_1 y y _v y y yy, N y y- y Q' y- a- y- y y y y y° y y M-----------W- , `- ( y y y y y y y y y y y y y y yv y y y y y y ' ar y y y y y y y y y y y y y 9- y 1 y y I i 1% I y I I y I -- y i i "_. y y y „ y y y , _v y ,v y Q y y y pC l I y y y I y y y _.,_.{_ ` y yir y y y y y y y y R 52.16 41.51 y y y yl y I y y y y y y '` y y y / 1\ y yy yy y Wr v y v Iy y y y y v y ya W y y y y y y y I -i4 \- y ! I y y /v y jI y y /` y /I yo Q y y y y y y 2 I y I y l y Oriyy N y y y y y j y -V y / y , y y y y y v 41 y ` y y ! y y yn 1 0 $ _ 0 l y S. I y I .v I y f y a yyy P21yyyy - ar y y ._. __ _ yy.v20IyI y I a I y y y o y y y y y LOy9iy ` v yyyyi y _v y -` "- y. `y r y yr y \y ry y r r o y y_`-` ._+ y y y y.......y I yI COJ y or s y `" ar y o y yIl I,r ' --- r , i i ... a I - y yy I ,/ r.- . -.: y y y y y _t € r y y y y\r y y y 18 I yy y y 1 y . .. .. ...:.. yy ar yIyI -v (1.7 v yy y y P. y - y y IO y I y y I y ar Cfl y D y I y Iy I y r r 11 f y y r I y PRO ar y , v - v - - ,vy yy - y 1r6.00 SIDEWALK 18 91 y ar y ar y y y y y y (V 1 I 'vr y y\ y l y ry y \y I yr y ` y I ar , y \y 10" OA y v yyyy .. I .._ iv. _ y y y y ar y y y y y y y y y ar y y i 4 ( \y -V y `y y y y y y y y yy - T y yy y y y y y ar y y 11 y y y 0 ....._ I (J I y r y y or y Iy ry y\ y -v y (y r y y y y y f y y ar y y y y y -v ..y_. °.. ..--_ y y ` ar I y y y y y y y y y y y y i - I r y I y \ r y \ I r y \ .# r y ` I ! ,v \ ' y y y y y .. v y y y -v ._ . v i y y ar y y ., y °r y y y y y y y y y y 8r CREPE MYRTLE d 11. 89 y y y 109. 36 y y y y y y I I._ _. 54. 00 i! il j - y-- y- ..,- y -+ y -130. 00 y y-- y y 49. v 6.38 l! 7 y y y y y y y y y ' v y _ A y y y -V y f EX 8" WL y y y y y y y r / 000 - - r au aL y y - y - %- - _._ - +r v - _ -r ' - v- y y y y --y y y y y y y y y y y y a• - ar y _v ! p 3 1 I y y. y y _v y y y y y y y y ti._, : a r-. y ar y y y y y y y y y y I`7 14 y y y y y a) y y y y y y y COO 1 c 18 v y y y y NTERCEaTOR \ y y y y m y ! . He i 8'° MAGNOLIA _ i y y y y y I_ ---- , i' _ y _ y _v J Y 18 144" OAK Q I _j iQV1118" OAK o - V _ O BACKFLOW PREVENTER W W SAMPLE WELL (p (oi 6 MAGNOLIA \\ fa_ .MAGNOLJA 0 14" PALM O (0 12" PALM C0 ,or, I - CONC. f COO f/ GRAVEL GRAVEL -- - 12" OAK J! I 8" CREPE MYRTLE-- 10'. APPROXIMATELY GROUND .. IGHT 42.53 ACRES RESTRUCTED RESERVE o - CHURCH INSTITUTION / 00 CALLED 43. 7600 ACRES SHORT FORM PLAT j w HUMBLE AREAS FIRST BAPTIST CHURCH F.C. 502133 M.R.H.C. - i 12" AK - f 6" MAGNOLIA 6" MAGNOLIA 8,° OAK 12" OAK r, 12" OAK 4 MAGNOLIA C0 CONIC. N I o I o0 14" OAK o { O I 1.O 0 ( Q 0 10" OAK X 8n VVL 8"OAf EX 8°- WIL 1 15 OAK 17 O (° GROUND LIGHT 65.42' 10 ) o_ I N 8.01 20 06' 8" CREP MYRTLE LO 14 22 22 - - - - - - _ 22 / 22 14 s u 9. 84' 126. 12' 19 21 ' 27.57' 21 81.30' 27.60' 6 21 66. 92' 1 g 20.21' o 0) - I p cD o18N3 N ((66 N 3 18 3 to I 2 0Q0 'Aj1DD1oo, 79.35' C„ P L ,+Y- E 178.24' - - _ _, r, A \ _- ; - _ 4. 53' EPE MYRTLE IRRIGATION CONTROL cP 8 SET soD NAIL 2.76 PED- ' J ! 1 1.28' 18 6 10" CREPE MYRTLE 14' OAK GP GP ----i18COMCAST, 16" OAK 1 \1 JUNGLE GYM j ! SO, 0 r I BENCH Q0- N 17 18 CONIC. BRAKER BOX AC 00 hJ AC CONIC. L PAD-- y y y 60.83' y y y y y y 6. 50' y a y y y y y y y y 'Iy y y yyy y v v v J! y y' v d y v 01 y y y y AC OD POLE - AC AC CONC. PAD 8. CHAINL INK FENCE 0 REFRIGERANT SYSTEM 0 I o co G - f GRAVEL 12" OAK o GENERAL NOTES: THESE NOTES APPLY TO ALL CONSTRUCTION ACTIVITIES ON THIS PROJECT. 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, FACE OF SIDEWALK, OUTSIDE FACE OF BUILDING, PROPERTY LINE, CENTER OF MANHOLE/ CATCH BASIN OR CENTERLINE OF PIPE UNLESS OTHERWISE NOTED. 2. REFER TO ARCHITECTURAL PLANS FOR ALL BUILDING DIMENSIONS. 3. REFER TO NOTES & DETAILS SHEET FOR ON -SITE PAVING DETAILS. 4. REFER TO NOTES & DETAILS SHEET FOR ON -SITE SIDEWALK RAMP DETAILS. K KEY NOTES: O PROPOSED CONCRETE SIDEWALK (PRIVATE) I 2 O PROPOSED 116 DOWELED ONCONCRETE CURB I 3 0 PROPOSED CONCRETEPAVEMENT OPROPOSED INLET (SEE STORM PLANS) 5 PROPOSED STORM MANHOLE SEE STORM PLANS i `"P E OPROPOSED PARKING SPACES j GEOFFREY D.BEACH OPROPOSED 4" WIDE PAINTED WHITE STRIPE (TYP) I f o`•.1 40048.•..' 8 PROPOSED SAIL SHADE AREA (SEE ARCH PLANS) iFs.%NAL-G\ OPROPOSED ENTRANCE CANOPY ( SEE ARCH PLANS) 10 PROPOSED CANOPY FOR WALKWAY (SEE ARCH PLANS) 00 11 ARTIFICIAL TURF AREA (SEE LANDSCAPE PLANS) FORREST DANIELL Associates, P.C. 12 PROPOSED SIGNAGE ( SEE ARCHITECTURAL PLANS) 13 PROPOSED SIDEWALK WALL (SEE ARCHITECTURAL PLANS) 14 PROPOSED GENERATOR ENCLOSURE 15 16 PROPOSED PROPOSED ADA PARKING 5- FOOT WIDE CONCRETE SIDEWALK (PRIVATE) r-- j 17 LANDSCAPE GRASS AREA (SEE LANDSCAPE PLANS) D&A_ 18 CONNECT TO EXISTING PAVEMENT/SIDEWALK Architecture & Planning 19 PROPOSED ZERO CURB 20 PROPOSED ASPHALT PAVEMENT Dap American Way Daphne, AL 36526 21 PROPOSED SAW CUT PATTER SEE LANDSCAPE PLANS AND 251.625.6490 wk. 22 DETAILS) PROPOSED BOLLARDS ( SEE DETAIL ON SHEET C-8.1) 251.625.6494 fx. 23 PROPOSED LIGHT POLE (SEE MEP PLANS) www.fdaniell.com REVISIONS A LEGEND EXISTING PROPOSED ROW LINE PROPERTY LINE LOT LINES EASEMENT LINE ------ CENTER LINE OF ROW TOP OF BANK - CENTER LINE OF DITCHES -- --- - -- - FENCE LINE, WOOD FENCE LINE, CHAIN LINK 0 CURB LINE EDGE OF ASPHALT - EDGE OF SHELL OR GRAVEL -- --- ------ NOT FOR CONSTRUCTION GROUP 16060 DILLARD DR., SUITE 250 HOUSTON, TEXAS 77040 713-688-3S30 T.B.P. E.L.S. FIRM I #F-21237 & # 10194679 T.B.A. E. FIRM 4#003949 DIMENSION CONTROL PEA JOB # P 23-1243 DATE: APRIL 8, 2024 G1.0 CPP " X P -OU rr ' 1.17 1. LT/C 61. -" zzG645 J 0, M T/C 63.58J i 7 6 6. 5 G 63.23 x \ 6213 X61.23 G 61.80 y -- / -' -tt 2-? - 60.U5 60.73 X o x63.68 X63.60 ` l- - ---- - r- / TORM INLET X - x I RIM = 59.50' T/C 64.34- T/ 64.3i G 64.00 \ x61.13 24 P:61.3"/ CPP (W) = 53.85' 63 6 \, _ X60.30 - 2g,. CPP (E) = 53.80° - r - --- MEP:62.00t - T/C 61.89 k --- !} u _ 53.80 63,6 CONC. ""' ME7f , : . A63- 9 eRaKE BCx- 64.50 ;4. 5o . TP:62.00 TC62.19 AC - 64-4 x6 TP: 61.69 / I - 711XAC CONC _/ e i x60.39 - / PX1, : ( 60.69 _-60.54 . i 7- 59 99 FG: 64.72 y y y y y y TP:61.96 / _ _f- y y y y y y y y y y .y y TC:61.8 60.59 TP: fi1.34 s-.o6 _____ _. 6.58_-;60.35-_--- y y y y y y y y ' y ( _ - s._. STORM INLET y y y } I RIM = 60.28' y y y y y y y y y 24" CPP (SW) = 54.60' j -- // y y " y y y CPP._( E)=54.58' ---- - - X-- y- ny y y BW: 62.01 _ - yyyy y 'v y y y - , , :_ 60.07 59 ..98 9.91 __ _----- -_ v y y y 1W.62.07 MEP:61.31t - - _ _ - xb ,;; - -- 9. 8 sPF,aLr y y y l y y - v60.62 60.3 uii--- LFG• 64.73 y y y y y - v y y y - FG: 64.92 y y m y y y y y 6 20 0.47 / y, FG:64.92 - . - ------ i y a i 61 60.04 - \ 1 4. 68 sp 6Q f GRASS r T/ C 64.42 i G 64.03 -- j j T/ C 64.51 G 64.1464.65 64.ESSX i T/ C 64.15 \ G 63. 82 T/C 64-31_, G 63. 93 x 63. 54 tR 1 TjC 63. 76 G 62. 90 63.77 7C 63.72. 63.6 L=62.79 x 63.18 63.43 cod 63. 81 T/CG63. 38 T/C 63.99-- EG:63.46 G 63. 69 STORM INLET RIM = 63. 49' 12" PVC ( NW) = 59.87' 12" PVC ( N) = 59.99' 1211 PVC ( S) = 59.99' 12" PVC ( E) -MEP 64. 26t TP• 64.6i MEP: 64. 26E MEP:64. 28t TOP = 6' 4.24' T/C TC: 64. 61 GUTTER = 63. 49' TP:64. 1i 12" PVC (N) =. 60.14' MEP:64. 11± FTC- 64. 60 MEP: 64. 18t TP: 64.10 TP.65. Q1 v y 60 79 _d-_ s,j TP:64.72 y y y v I y TP/BW: 62.10 } y y y y TP:62.90 61 17 '- _ 60.87 _- - -- ---- ----- - __ -__ _- _ _-_ TP:63. 70 TC:62.04 160.84 - y y y y y y TW: 63. 75 TP:61. 54 i MEP: 61. 33E TP• 64. 86 i - -- FF = 65. 01' TP:64.8s I x62c/62':1 Xso;a---- x F MEP: 6a59 _._ _-_ a 35 y y v y T-_-60. 266C 1860. i5 X- - ----- -----x TP: 65. 01 y y TIN. 63. 75 TC:62.04 y TP. 63. 70 TP: 61.54 t _ _ TP:65. 01 y' y 6a7 I _ 60.62 TP:62.90 y o,..s60.6 /--- -- -- TP/BW: 62.11 / TP• 64. 93 y y I y yTW. 63.75 - -- - - - I - - - - ---- FG• 64. 93 y y \ - ----- -- - TP:64. 45 y y yl 61. 09 401 X6G.75 X60.67_ 6c x x y y yy y yy TP: 61.90 x X \ _ ` hw' 60. 40 so.... 11 TP: 64. 55 y y TW: 62. 47 MEP: y FG: 64.65 y y y -V i x61. 30 ASPHALT FG:64. 73 BW:62. 41 MEP:61.71t y -vy -. v' y y y y y y MEP: 61. 7 3± MEP: 61.61 t MEP: 60. 91 f MEP:61. 84t MEP:61.90t MEP:61.78t 4 w y y -v y TC:62.30 TP:61. 54 TP:61.32 TP:61.13 TP:60.93 TC:60:99 TC:61.00 TC: 60. 96 y y y y y y TP: 61.80 TP: 61.87 TP: 61.81 TP: 61.47 TP: 61.27 TP: 61.08 TP: 60.91 TP: 60. 99 TP: 61.00 MEP: 60.63E MEP: 60.31 t TP: 60.46 y y TC: 62.17 "" - - x6'.. _.. TP. 64.59 .: - - -\ o o v o 0 0 _ - o,, -< - , _ - y " I -_ Ys-2. _ i ., -_ -': ,0.71. x XOU.:O E, .G=,,k I J`L 61.Oii - /` v LJ.6J MEP' An 17+1 r y y y y TP:61.67 -- -- -- _. r :_ y y y y y TP: 62.40 TP: 61.77 Nan I `- , C 60.69 y y y y TP:61. 69 TC: 62. 20 - `j 61.1 1' ti ''+ . s x TC:60. 72 y y L_ TP: 61.71, TP. 61.74 i ATC: 61.24 TC. 61. 54 y y y y y y y TP:61.70 :... ,f -1 ,,` I'.TP:61.04 / TC•610.13 v y y y, y _ - I y yyyyyyTP:62.29 \ f } ~` \ P.61. 24 TC:61. 14TP:60.63 BACK FLav< REvENTER - r y y y y ' y y TC• fi2.40 TC/1P: 61.99 TP: 62.02 % TP: 61.83 ,, TP: 61.61 TP: 61.41 ` y TP: fi1.22 jTC 61.76 y _. yI 'i TP:60.64 y I _(. ' V y y.. y y " y y y y62.05 iP: 62.16 TP: 62.10 TP• 61.986i.75 `e TP: 61.56 '`..:.. TP: 61.36 TC/TP: 6i.19 _ TP: 61.26 . -' - TC: 61.13 J --_ -- - _-.- TC: 61. 14 i MEP. 64.76t y TP. 63.15 y y TP. 62.92 y y y TP:62.50 -- __- __. __-- 60.6? y -- - -- -' -- _ TC. 61.82 TP• 60.64 x MEP: 60.63 A !64. 73fI 2.24 6 92 /C 63.15 X TP. 61.93 TP 1. 61.. MEP. TP.64.07TP.62.9$ 62.49 G ez.a2 E ( T/C y 2.47 _ 62. 1T/C 63.3 _TP: y y y y TP:61.93 _ LT/C';. 1 -. G s .55 m a y y y y y y y y - - v G 60.92 \ GRASS FG.62.07 _ G / TP. 64.73 (-- -y - y y TP. 62.49 s3. x X s3. TP:62.18 y y TP: 61.84 y y y TC. 61.78 y TP.6193y y y y a y y y y y y y y...- y y y - y y y -- TP: 62. 49 y v TC: 62. 43 y y y 6x15 y - yy -y T('.: 62.Q5 v y " y y y y TP: 61.28 - 1.6 ~\ t y y y y TP: 61.87 x 6 z- - TC 62. 40 T/ C 63,62 TC/TP:61.77 Y ` W FG:64.25 TP:63.24 I TP:fi2.96 y y y y TC:62.42 y y LT/C 63,65 y a_ y y y y y` y y y y I I I y TP: 61.90 y G 63, 2C - y y y y y - , y y TP. 61.84 y .... TC: 61.88 \ ,, y y y G 6...22 y y y y y y. y y y y-: y y y y y - - - - - - - - - -y y y y y 6 . y y y TP.61.92 y - TC:61. 7 y Iv yTC/ TP: 62. 48 v J y y y y TP: 61.21 y v y y y M P• 61. 38 y y y y y y y yyyIyy \ y TC:61.72 y y y y y G. n Iy \y y y TP 22 y _ v 6t. v y y y y y a+ y y y/ y y y y y TC: 62. 42 I I Iyyy y y y y x63. 7 y y y y y y y a y y y -y I y y y y y Iy Iy -v y y Iy y " y I y y y y y I I MEP• 61.92 y y y y y y y y y y y y y y y y y y y t y y y y y y y I y y y y y v v I y1 ly I y y y \/ y \ I. y y y y y y T/C 64.13 r « FG: fi3.32 y y y \ \ TP: 62.65 y y y y y - y I y y y( y y y y y y y y y yIIyyIy:< y I y y y y G 63.65 "_ .. FG.64.01FG.63.35 TP.63.16... y y y y ar y t' y y y y y y TP. 63.12 y y y - y/ \ %' --\y y/ \ y /v \ a / ;' \ y y_ y y y y y y y - - - ' - y t ---1 y y y y x 63.G y y y y y y y y y y y y y TP: I y' I y y. I y , y i y I y y y y y T/C 62.34 y y y y y y v y I / y\ /y \ / y\ 1y \„ /' y\ y y y y y y /-G 61.93 y y y y y y 4 y y y y y y y y - 0" OAK- j y y I l I y / ar \ y Iy / y y\ 1.. -v\y 'Iy y y\ y \y I r y y y y y t y y y y y y y y y y - y y y y y y y ' y y TP.63.82 I y y y y y y y y y y y y y y 1_ y y y y y y T/C 64. 17 y I y y\ %/ y y \ yI 'v y y y C t v y v y ( G 63 0 I y y yy y y y y ! v y y y -8" CREPE MYRTLE y y y y y,, y 1vL y y yyyyyy _v 3. 62 I y _ y -- y y y Y0 y y y y y y y y y y y 5--- •'- -`'--- _ -- -- y -- -- -- -- y y--- y - y y - y y y y y y y y y y y J4, IC 64: 35 - -- -- -- --- yy63.97 -y y yyyyyayyy._cod _ ae -v " yTP 64.8Q " yyy y y y y y y y TfG 62.10_. y y y y y...37 - y y_ y y y y G 61.72 , y - y y-- -ter - - - .. y y y y y TP64.80 _ y y y y y y y y y " y TP:64.77 y y y y y y y y y y y y y MEP:62.56 .: y y-- y y y y y y y v a 4 If_, I t._i _. _ y y y y y y y y y y y TP: 64.72 ¢ TP: 64.57 MEP: 63.82E TP: 63.26 y y y y y 66 y x6i. y y_ y--_. y y y y I I FG: 64.98.,..._-_ -.... -- I-/C 62.28 f .4 TP:63. 38 I y b y y L y y I - MEP. 62.66t y y y y y FG:64.97 I FF=65.04 FF= 65.02 FF=65.01 -=64.91 - - T/G /6 , -3 G s1.89 MEP. 63.91 TP639y = -a- - y -- - = FF= 65. 04 FF= 65.02 FF=65.01 AK G 62.12 STORM INLET r 8" CPjK ! % ,.61, i' 6 RIM - 63.38' TP: 64.8Q TP:fi4.8fi TP:fi4.80 / - BA.kr_` KEVENTER - 622 T C 62.16 SAMr NlLL 8" PVC ( N) 59.13' S O , o t Go2. 14y FF=65.Q1 4.0 6' MAGNOLIA J , a" PVC (s) = 60.08' FF=65.01 T/ C 6220 T T c 61. 84-'- FF=64.97 8" MAGNOLIA / p FF=64.97 FG:64.97 4 PALM t GR'Sa t, I / ` T/C 62. 32 1 cNc. I o t (- 12" PALM \ G 61.94 ! cod ( A V A ! 10" of FF=64.94 \ 6 1 \ 61.87 G, 62-73_ 3 x 61.67 G 62.Z9 e FF=64.94 CONC. coo i GRAVEL GRAVEL ( T/ C 62.30_ G 61-92 . 2" CA?< 61.68 FF = 65. 05' - T/ C 62." G 62 3 L .. 6132 T/C 62.40 G 62.02 E J k E-. t t 8" OR PE MYRTLE t T/C 62. 30 G 6L92 61.89 0" O. APPROXIMATELY GRounC I 61. 92 T/G 6.20' 42.53 ACRES; ` X 62.4 GRASS T/`C 61. i3 T/C 62.30 G 61.04• RESTRUCTED RESERVE16 CHURCH INSTITUTION G'62624 j G' 8 01.48 ^ CALLED 43. 7600 ACRES -- 7T i SHORT FORM PLAT . B - 63.9 i L!1 x { , TfC6i. 61_ F. c G 61.22 HUMBLE AREAS FIRST BAPTIST CHURCH i W ' 76 .74' 4 F. C. 502133 M.R.H.C. \T/C162.64 G 6P.23 T/ C 61.61 x 65^0 G 61.20 4.90 q GRAVEL 6485 CONC. C 61.59 EF= 64.96 6n_? 77 G 61 22- i j6" tgAiL1A _--s. 22 w61.74 ASPHALT 6' MAGNOLIA 12" OAK 64.90 f 8"'OAi< i x64.8164.77 x 4" MAGNOLIA - ---- I 12" OAK MEG: 64.68E ( I MEG: 64.64E-- FF = 64.90 TG: 64.28 I ( - - • . OAK ' _ .. _ -- -- _ _" S - .T/C 62.59 MEG:64.60t I. MEG: 64.38t 0" OAK 62.14 14 EX 8" WL at µEx 8WL FF= 64. 85(,. 1 15" ; K j ; r .. //J :. oe ,.,r _ GROUNDLIGHT T/C 61. 58 4.33 / C 6 5 62.97 634 6- TP. 64.22 h P , i TP.64.63 _ v T/C 62.8 T/C 62. 3 / G 61.22 63 62 57 v 63. 91 o 00000000 -- 0 3.gn_ I o o 0 0 0 0 -.": ..-,... -.: 8" G%EP MYRTLE! C 6 3 i TP:64.82 TP:64.05 TP:64.35 T/ 34 i (r J 6 TC/TP• 64. 78 TC/ TP:64.85 TC/TP:64.74 L-'- - - - - - - - - n TP:64.94 TP 64. 35 MEP: 63.63E 92 - TC/TP: 64.66 TC/ TP: 64.58 T x, ITC/TP:64. 79 TC/ TP.64.71=L=s3.00 T/C 63./3 ITC/TP.64.5-0 TC.64.06 _ c62.6 T C 62.66_ TC/TP.64.34 TC/TP.64.36 MEP.63.04f . w ; - j _.41 TC:64.7 TC:63.95 TC:64.64 1_.T/C 63.74 TP:63.55 G 62.98 /' ° ^G 62.97 G 62.26 T/C 62.35 TP:64.25 TP:63. 45 TP:64.14 G 63.08 G/63.00 / 1 G 51-96 TC:63.58 x s3. 68 TC: 64.20 \ I / `62,97 62.43 MEP: ??? f X X fXs1. ed x r x61.90 / lASPHAL_.r TG: 62 96 TG: 63.54 l TC: 63.88 TG: 62.96 TP: 63.04 TP: 63.40 TP: 63.85 TP: 64.52 z /C / \ - / TP: fi4.35 TP: 63.91 TP: 63.61 TG• 63.54 TP: 63.95 M. 63.38 r " V TC:63.63 TC:63. 54 TC64.35 TC65.05" ^ TC64.87 TC:64.44 TC64.25 TC:64.16 TC:64.01 TP:62.84 \ MEP:64.55t F `, e63, 08- _ 4- i,. P: iY Yit TLt. iU ,A.I*; ': 1 \ t.. G/63.0, i` T/ u7vn X64.1 TC: 64.26 - - m / -_ -1-- MEP:63.02t E T/C 63.aa` y TC: 63.34 2 yy IRRIGATION CONTROL x64.7 I , - _ 62.' TfC 62.2 TP.63.76 -- :__ ` 64.1x - MEP:63.05t G 1. 1 cP R SET sonNAILTC. 64.97 TP: 64. 94 c 1 1 TC: 64.17 _ / MEP: 63.23E / C 62 84 6 82 TP64.22 K PAVERS Y 1 TP:63.67 j x \ o ;, _,t TP:64. 47 _ W' OA( TC:63.62 1P:63.16 10" CREPE MY --RTC 4" Cr1K TC. 64 98 TC: 64. 44 „ , TP:63.09 - 2 OAK x ; TP:63.12 TIC: 62.67 T/ 9r (o UNGLF GYM /., '. E: _j . I , - ' 1 1 I _.. _ O I MEP.64.30t G64. 6 MEP.64.48f ! rrc 6 .27i T'C 63.86 (J o T/C 62. 2K 1 x 63.9 I G 6.19 G 6..70 \ ( I , ( G s3.. 4 MEP: 63.09t MEP: 62.92E I ---- - BENCH - 6 NORTH 0 102040 SCALE: 1" = 20' NOTES: 1. MAXIMUM CROSS SLOPES FOR SIDEWALKS AND ADA ACCESS ROUTES SHALL NOT EXCEED 2. 07.. RAMP SLOPES SHALL NOT EXCEED 1-INCH PER FOOT ( 8.337%). MAXIMUM SLOPES FOR HANDICAP PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANY DIRECTION. 2. SIDEWALK GRADES ARE FLUSH WITH GUTTER AT DRIVES. 3. UNLESS OTHERWISE NOTED, ALL PARKING AND DRIVE AISLE GRADES ARE TO INVERT OF GUTTER. ADD 0.5' TO GUTTER GRADE FOR TOP OF CURB GRADE, EXCEPT WHERE CURB IS FLUSH WITH PAVEMENT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING OR EXPORTING ALL MATERIALS AS REQUIRED TO PROPERLY GRADE THIS PROJECT TO THE FINISHED ELEVATIONS SHOWN ON THE APPROVED PLANS. THE CONTRACTOR SHALL MAKE THEIR OWN DETERMINATION OF CUT AND FILL QUANTITIES AND ALLOW FOR REMOVAL OF EXCESS OR IMPORTATION OF ADDITIONAL MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 5. LANDINGS SHALL COMPLY WITH SEC. 1008.1.6 AND SHALL BE LEVEL EXCEPT THAT EXTERIOR LANDINGS MAY HAVE SLOPE NOT TO EXCEED 1 /4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2% SLOPE). NOT FOR CONSTRUCTION GROUP 16060 DILLARD DR., SUITE 250 HOUSTON, TEXAS 77040 713-688- 3530 T.B. P.E.L. S. FIRM F-21237 & #10194679 T.B. A.E. FIRM # BR3949 i -a' - E of rF, I4 1i GEOFFREY D. BEACH 140048 -Ar N Al G. e•% FORREST DANIELL Associates, P. C. jr I Architecture & Planning I 8007 American Way Daphne, AL 36526 251.625. 6490 wk. 251. 625.6494 fx. www. fdanieU.com REVISIONS RADING PLANT PEA JOB #: 23- 1243 DATE: APRIL 8, 2024 C- 2.0 POISON y, _. - - _ • .-- •' • , `, .. - ` 24" CPP W TFALL (SE) - 55.64 ' l . 48" CPP FIL (SW) - 50.83' 1 57.3 i - G 6G " 59. CONS. :. o .Z+nM) 1714' 3 - • • 60.07 __ -_ _ 4 x STORM INLET - •' 59.3 ` 5'7 META_ 0891DW \` T s0.'6_..,, (P. ® 58.8V x„ - - G 59.75 24" OPP (SW) 53.33' k 5E 24" CPP E) - 53.26' x0.3 C. x59.2CON T/C 59-50_, I STORM INLET../ 24" OPP FL - 5265' _-- _,.. _• --"""- _ -_ G 59-20 , C aLi"i'Ch :< ., _ 51.73 ELECTRIC A , .- -•'_ ,,. : tffiP ,.69.F/C ,."iC,CPP IXftFALL (N - 53.53' 6.. ' x80-ar x i9.5 ..--G 59.25 24" CPP - 53.08' / P i 59-72 x59.57 " . ^.. / _..; CPP (S 8" P -- -. N 517 T/C 60.00 T/C 54.aC 5 r .- "_ T/C 61.28 .. 7 G 59.68 60'09'_- G 60.59 aM2 t 1 I STORM INLET _..--'"- ` k, ,, _. ..._ 507E 24" CPP (W) - 57.22' RIM - 61.97_•. 59.83 59.44 - 59.97 x i 59.43 ,( I 60.,6 x 59.56 24" CPP (E) - 57.2V - FULL OF WATER/TRASH) .. '"" - ICG 61 6i:b.3 x60.91 , - T/C 60,01 ' T/C 59'50- ASPHALT G 59.59 , - 2V' OUTF - 57.96' 5928 x59.13 STORM INLET TOP OF - 7 ,43 60.6 1 GUTTER -. 6 27' CPP(NE) - 522T G 63.63 i, _. _:z ._._- > I .,, 36 CPP - 5230 - i 59,55T/C 62.13 x61.23 - ._ - o e f \ - 599 M59.9i - STORM INLET x63.78 xS3.68 ^' = "` ---3 - 60.73 - RIMMINLET59. 11 - 24" CPP ( - 53.50' x 591 6 i.9, ' ' T/ C 64, 3t TrC 64.34-., : - '`'0. ..-- _ _-- 24" CPP (NE) - 53.SO, __ 592M1 64. 0C 61.13 24 CPP (W) - 53,85 _ -- 24 CPP (E)_-53.60' 24' OPP (N) s 53.Q0' T/ C 6i.89 xsl•.+z-g--- .\ ',iE 1 9. _ _-' i G 67.52 I - - v _ 59. 5C - 1 tit yy 01 9 g .` _ - j O- / O. ,,,O. /O. /O. `,L `L9,,.,0 x , 59.29 5 , = n 71 - i _ 64.E -_ __ _ _ X x X X .: /- Xv / x60Z9 59.93 .- .c59.73 Acoouc. H; - s9 ._ X' X' X0' /''' V /' J I G 61.28 60.59 T/ C Sg 1 O 1 1 9 1 '6106 STORM INLET O pL % ry RIM - 60.28' O• Y425b45CPP ( SW) - 54.60' ::f - _ 9 7a 53.92 . . : 24"_CPP (E) - f j I 59.43 O //°• • • / Q W 1 _ __6007 ,n5. 98 59.92 r,5 59.91. x 59.43 \ I xbl.ii 76 r .: ___.. T60.S6 - - 59.98 ASPHALT _ fC 6172 _- r 1 Off' py yy 6` 96 .y1 6y O / X' x0 x0• x0 x0 x0 x0 x60-30 ox, Co An59,71 l AA V ` .r 0 t 1 I I 59.73. 59. 76 59.68 RASH) / ( 6 t ( _ - _ - V P-All Y 1 60.7 -. .60. 04 , ' 3J1-___s_`i_. ----'60.02 jD- o _ 59.89 l . y xo , c• •,•9 x0 xoo - - i x5 6i I - y _.. OY _ _. 6G. E7 7"' ' 7 '' i , 7 xsa64 i so. as I I i I 9a5Ss. 7s I \ 9y x59 r, i Q ; L*'" /-' 7l-' it-• ' -I ,. /- / 4I - xR0,9 _-6000 r=65.Ui. a6 .-''----x6C.15 x 59 65 " i y 6o ti o 6 oti i x0• xo .• . X"- xo- Xo GRASS - SP 76 __.. AC CONC. PAD ^ .'. 4.?,8 -.: - x5a R1 „59 A6 x59.66 `' "- M IN Vy A Y .: --__ RIMS- 59.48T Y _.- / % O• O '° 1y Oaf 'S0 61 O // P;4.6 64.6 / X/ _p _(0 ). )/. ) 10 )/Q• - J ( ) 55.45 24" CPP SEx6i.23 /' x6, Ay r9 x60.75 x64. 6<' _ S. x60.52. - x60. 43 x6e,5 x6f. 30 ASPHALT X' X' /a -:' /-' /-' X' )0 /-' 6 01 6 c '1• Al `6 9 C _ s. p; :! - _.- 1t 1 ..... -. 1 O _.. Y.. OC y... ;'b, .J - _...b t. y... QL O _... ry..... .-l _, ..__._ 1..... _. _ .T/C 60,35 O 1 0 O 6. 6 y be O O O O O O O y O O O O O O O_ O ' ti, O` .'.: 'S 'S 1 O h " 0 !c ^4n 2a so.t9 Gas 60.00 O O O O O O O.O O , gyp• , /O /O /O /0 /0 /O 0 O- O O /O . b }. p /p `•L ; . j 0 !c0 /O / / / / / x x x x x x x x "6a.3 T/C 60.44 1 6 1 6 ti 1 eL ° y ry 'S y , " 9 9 y O 9 6 k - C 60.05 79 -- O y y 1 y 1 ti 0 y 9 ' "' O O O 5 ti '.L , N N N . N 10O O ry ,N 6 ti N 6 /C 6a:45 ° 4 c so.o7 -- C` y ^ R, Oc . o g 0 ' O O OrO O O O O• O O O O O O O O O O O O O O O O O O O•- ', y- y O• O• O O ',y ro - eo ' o X0' XO' X0' XO )0' XO' Xo' x0• x0• XO' XO' XO- ?(0, XO' X' X' X' x/ X' X' X' x/ X' X' X' X' X' x' . X' X' X' Xi X' Xo' (/ ' X )(O' XO' X' X X' X' XO XO ; T/C 60.58 p ,y 6 ( 1 y 1 ( y. (.0 'y (9 I'5 s 1 ', .y6 6 t6 ryt{ O y` 1 6 I R/TRASH) .- ... ... p pt : - b . ;R t y - - Yc- Of- V ,1 ,..Y' f . J V V V L; Y..:: y 6 ! ,. 60.28 G 6C. 20 T/C 60.47 T/C 60.4F, Z' ao 1`I' ` 9 0 ' 1 .o o ti'` o o o 0 0 0 0 0• o• o• o• o o. O. o. O. O. O. O. O. . .o .' A.y e O• o• o o• 6 t.; AC- 6468 .. . / /O ,Y ._ • - • /° - / / / /:. - / / / / / / / . . / / ,/ /. xb0.8 .r G 6 - --- 0 -.x. - X.. X X 'X -X_. X x X x,. x X X -x X x .,._, X _..X x X-.: X .-.. - _:. X _-X0 6sx a.n c soc X.:' ... XO XO .. ..._ , 1T- I-..._._... - 66 A..._ _.... _. -. ^ _ -.. e ... ,.. -.-_x58. 83 f - V 9. y y Y.::. O 1. :.:.P ° `? . :.. GRASS GRAS> _ 1 Oc O ''1.:. ' j y :. 1 ro ,y ti ` y k O 'S 1 ' ..-.'S e1• ' % ti O 1 10 ''b: y ,. ti ti.'_.. y ` 5 ^J T/C Bo.55 00 O - ;e" ° ;h`I' 451 66 pL1 ','1 {y h ' O O ° ° ° O °- V• O- O- O O• O O O /° ^ / O / O V• ° O O / ;/6 'S /° O O O h 5: fi T/C 60.59 G 80.98 - x64.e. _ /. W ... ... /- /-..1 10,0 x' )//:.: )// %, x, x, V./ -: w, x- X/ V/ Y// // /- Xv // // // Imo/ I/: A/ // /,-.." ' /'' -X' X' X' -G 6C.22 ' ,A R4 59.90 8 t 64.5 :'., /. / /. / // G/ 1/ _ o/ 'y 6/ r1/, , 'h 1 _ i- _.- y 1 q. `6 0 6_ 'S <rO O> 6 h O '1 6 n'y , ' 5 h `bV O ' `L 'b O eL n1 y 6 O h (O O 6 `L p 'S h jC 64.d0 _/ y y V y 1 1 Y O ° © ° O i• °• O• • O• O V V O Q Y Y O- °- °•y _._---'_______ n0.18 x . 05 .89 .89 . S8 _. o t4 6aoo Vaxgy59 G 64as x0' xo' xo` x0' xo' x0. x0. xo. - xo xo' x0 xo' xo xo xo x' x': x' x' x' x' x' x' x' x' xo' x0' x0' xo' xo' x0 x' x° xo xo x xo x0' x xo. x' x' x' 66 6 63.76 9 O 9 O 1 1 .' 1 9 'y y 6 e% `L 6 6 ,O y 1ti Or° L1 Oy y1, Ik y0 y y° ya p0 9 y y.y0 .yy 't p'S ,you y ey6 y0 . O O ik 6 k y y ' S 'S O y y 1 0 O O 0 6 y y O O O O w} (/ // w^ }) /) `L w^` L w/ // y X. w/ w/ w} // // X' _ rj- xo-. ._.- 0 0 xo_ 0 • X0• . • • . • ... X/ v/ x/)(Cl. /`_- I ' /-' /_' /-' /"' • / /-' / ' / / I /-'. /-• /'' /-' /-• T/C 688 T/ C 61 TJc .26 I' 4,y,..:: ^ ADO. . /-6. •5ply _ •J : O Cc ' ,Q Al (' Ay p,L r.9 1 ^ 1 (9 " : -(0 - O nj bP r', IL'L 0 Dc /O 6 "-.' a}.'' ro ( .. .yO ( ' y ' ('L ` (..' 6 , G 6...a1 T/C 63.92-, G 63.731 rG 63,EG ti 0': . O. .. O dl -.' 7 y Y -P J L V y y Y Y'... ° 101 ° O D:' V 1 1 7 1 \ R J •Y Y:. Y:. i x.52 a° ' x I S G 63. 49 1 j 0• x0• X0•_ •_---M X0• X0• XD• ;XD• ;'XO• xO.; /-' /-' X' /-' X0' ?CO' XD' X' X' x' XO X /-' Xp" /'' XO' XO' /4-' /-' /'' " f-' xO /- /- X0 /' X0 /' X0 XO XO /- - 6 /., ,__ _ g y .y , 1 " y` 9. 1 0 1 =.6 0 ti 6 'S 0 O 4> p y , 1 O 1 _J_'-3-_^ 6 •3 03, G !yy 6`i' O 0 0 OR O' 9 1 6 9 pc 7. O ti 6 O`i' O 9, 6 tk !i, ' ti 'S 'S De pL Cc cA - -`---- 1G' - y/ // / // / / -//yam % % w/ ,(' ' SeL O O• x 64.'V x0• X°' ' XO 7C`' • XD XD XD' X°' XO' : X0• X0 ' -' .: %C„'' X0' XO XO' x0' XO x0' x0` x0• x0• xO' X0' X' ' 8" CREPE MYRTLE - - - 63.7 GRASS pL OL 1 , 0 eL ' S r0 ' . $ 'S 4y y 1 r0" "ol 11 y D 9ti ' 96 6h L0 y'' . O°O ,y : O , y0' 60 -y O lso.a9.6,Q06_ - -- - 64: 3 t1• 1 O O ° 9 9 9 0 1 6 y y 6 . 'J 'S O 0. L y,(y ti XOry T/ G 62. 70 " T/C 63.78_ -61? m ', :.L/' •- -Y ' ' ' • x0' )O`.,, 8" - ` - , _ s - C `.- • - „ i `' G 2 7,- - .-.. -- ... G 63. 45 '` V CH. AINUNK FE C= AA t n ( n ^ n L 1 ^ n n n ^ . 3. x60. wOO.ES. 53. 88 9 V V y Y y -. J .f.y. :,... ,. V ...... ro .... Y.-... J --._ Y..._...1 . 11\ 0-_... L :0r), . . V... 9 .. O'._. V Y._ Y r x60:09 L 'S y O`i' X_,o 9 O O 6 y t , ;Sy..1 / ` + i., 'L y y 1 O 'S O ' . /4 O_ O O O O /O x0N*i• 0;5 O REFRiGE ANT SYSTEM' ' 4x /`` Jl •' Jll-' • X• -.'/-'. /- / _,/v V'`,:: T' .• .. • /-'. ' • /0-' X° X' X' X' / . 66 x80 x59.5 TORN INLET a13 6436 ( - SO 23 JE- 63.57' c3.45 \. TJC 63.47 Dc1' 6 Y 'J 1 1 Qjro •!' y6 pL' 6 GJ-:-. 1 r n rC. '1.5. .t. ,+, 6i , l i> 3. A n -- - '' 62 &, G/6 2.28 - 60 9 6 9 0 9 % Q - /' 8" MAGNOLIA 6 x - 9 _ G 60. 30 60. 2 T/ r_64. 97 - - R.= 57. 78' .,.62.a. - i /+ 1,+-' i`•' X /' /- /- /' : X Imo- G6292 b 7 14" OAK _7 T/C 52 .AS. kAi_. E) - 57.78' CON;; .. ! "V - - STORM INLET E" OAK 61. 76 64. 4E y OF WATER RIM 83. 38' - BAGKFLCYJ PREVENTER • 1 02.2 T/C 62. 16 1 r : T C 60. 80 8" PVC N 59.73' ,,, / /J/'- AMPL G `LL 6'" MAGNOLIA O G 62.74 64 GRAVEL PVC (S) = 60. 08' / . - .. T/C 62,2n .+.r60.46 II -- x 64'0 ' 8" MAGNOLIAIG61. 84 •k;. 1 ..._ x80,29 _ STORM INLET 53. 7 GPSG 111 fiOA - 59.75' 9 ,+" PALM % __ T "C 60.92 24" CPP (SE).- 555: ' T/C 63.88- - - T/C 62.32.E-- / i-- G. 63.52 a4. 0xO• 12" PALM -G 51,94 - G 60.54 - e 0" OAKASPHALT I e64, 74 "!/C 6273 , 6.? t _x61,87 bt.c7 6CONIC. 02.29 x .ex 460,06 60. 13 .19. G _ 4. 93 'a'260 60 GRAVEL GRAVEL. T/ C 62. 30 - 80 ^" 4.. x s y : nS. x6.2. 7 1 G 6192 z" oAx 59. 90 G 62.3 e., ... T/ C 62.40 - .60. 18 6 62.6 62,7x s60. 34 T/ c sa es G 60.46 ------ T/C 64.51 i - ' G61,92 x6U.32 T G 6a. 49 J 8" CRIIPE MYRTLE T/C 62.3C / x 6399 _ - F. 60., 5 CON".. 6,.89 10"' SAN 60.28 60.15 x60.03 - T/C 61.74_ APPROXIMATELY -- S2 68 T/C 64. 15 o, > 78 1.92 G 6i. 20-- FO 2a __r60.38 62. 4 42.53 ACRES T/ 61.73 G 63.82 - RESTRUCTED RESERVE } i GRASS G s1.o4` TOPRlf1NLEr t T/C 62.65 G 61.89 5: ? T/C 82.30 "- TOP OF CURVE - 81.69' T/C 64.31 CHURCH INSTITUTION G 62.24 6,.46 GUTTER - 60.93' 24" CPP (SE) - b5.58' G CALLED 43.7600 ACRES T/C 61.6^ "y,ggo .x60.21 I 6t67__ T/C SHORT FORM PLATIWHUMBLEAREASFIRSTBAPTISTCHURCH6287 G 61.22. -- -- 6 .74 x 61.45 __ .. ..G 6.,,60. 47 ' F.C. 502133 M. R.H. C. F T/c 60.96 T/C 62.64 .. _0.57 - -_.._. G 62..23 12" AK 0. 43 ii'_ x60. 42 „So 4q5037 x50. 24 x6G.i9 xx 1 T/C 61 G 6082 6057 G 61.20 2C_ 54 -----x 6a 4$ Cs1. 59 i C j /-- 7-" - f _..7 " _T/C6102 T/ C e1.z4 _, 52.8 .GC62384 G 61.22_ ! G 80.82 - G 60.63 x 60.37TC61.14 G 60.73-\ JJJ 6" MAGN011A x64.5 I 6?2 67.7a 8" OAK - x60.28 T/C 61.12_ \ T/C 63.76 n _7/ C "1.70 50.59 x 60.39 G 80.7_ Y 62.90 O °1 3 - . _-. ASPHALTTJC6,.34 G Si+ 75 3.72 _ ^t64.90 J J,i 6" MAGNOLIA 8" OAK 12" OAK 'G 60.89 60.34 x60.52 - 4,31 - n 63. 54.^ :. FF= 64.94 _._-____-__. __ rc T/C 61.05. 5 7 L ^ .7 V x 64.4 x 64-81 f. M INLET 1( ° 06 Oy Y - x 64.5 x64.2 x 64.r 64.4 x O OV O 0G0 00 u 67.50 1 f s-/C 69.20 any .71 ° _ 1 60.49 60.4, G a6i 64.77 64.2' ' 63.a ' O ___ 1 8279' J- / " /' / - !. 61 X X .: x ' J X X `F!r- ffiJ- T! 6L 12 n 64.57 64.79 x 63.7 x 63.c. I. ,, / / . „ ,. i , T/C 6t. 7 G 60. 76 58.79' ' :2' OAK y x ' / r/- p( .. I T 6a. 7 G 60. 79 6C.75 n UA^PdOU` x64.66 :: 54. 60 ;,' etO 11 r r i 4. O. O.^ 64.54 x 1 O O. /O, 0. ° 64.59 " ea.8 3 8to x h r x/ x/ V'.%, x62. 99 f> e. x' X X EX 8" 10 £)AK _ St.ix T/C 64.53. 1 7 J / / f.. f T/C 84. "R T; _ x612 x r / :. r / J! f / ,f ,. ,: // !// r /// 1 1 / f - : i! .iCONIC i 60.74 _ 61.i STORM INLET 8 WL t 8 . 2 ! t,.... ,! .vL,.+ , , 1!7 f J , . t.. .L.! / ,t. T 1 60 6G G i Jf r, r, < / C o4.56 G 64, f G YC 788i.1 GRASS G 4J B - `x. %^.. . /%J / !,. ff„ !„ . ! $ + 0:.. :J . 73. 7tl- f0 ro $4. % q J,tr . Ec „- st:2 RIM 59. 87 r , 7 uAK ° ; 1 > .. 5/ / //{;r , r_, .,rtCuNE YACHT T/C tt. 56 _, ` 69.,x TfC 61.12_, xb,.3 12" PVC (NM - 59.67' / 6 ,//` T C ..... " • } /1 / 1f- +., / `/ GRASS ,„ {_T!C 6 .55 t'(' fC 62 i TIC, 62. 3 ,. /'' G 6i.22 12" PVC (N) - 59-99' 7C" 7C`• JC" X ."-,rS- d.. X 7t." -.. X 7`•••- 7l' 7' l' -. 7r," 7l" /1>i,, FA';: /- /- x X 6...4 62.8£ E .. G 50.72 : " ASPHALT.. I = ' 63. t G 6z. 7 1, . _. x F,1. ! .:.0 :" T/C 61.13_ 12" PVC (S) - 59.99' ,., .. -_T/ C 62.34^ ^6 n G 6L93 ,: -0 60. 74 12" PVC (E) - 59.94' 64 ": ,.:.. 9 f1 c' --( $ ,gyp[' `O' " Y ' Y -I, J 9V 11: 9Y :::1 O b 10 10 A1.. - y .: 1 G y .y 9 1 00 00 1, CREP< MYRTLE 1 t x0• XO• x0`i' x0`i' x0• x0`L x0 XO X0 x0' x0 xp$ x0• x0• x0<: X\. ` 0, x0. x0. x0. x0. , - xo• x0• x0• x0• xo• _ -x0• x0• %• x0• CO 6a.4 s3 /c sz.z4 I G 57.85 1 p'S >,1 p y. O`L ` 6 63.23 I $$$ 00 !c 6 $ 0 ro OOOei, . ' O O O• r C 62,66_ x T/C 61,53 STORM INLET t T/C 1tip`% 'y' title O - O O - O O• O Ory O ° O6 1g . JpL njy , 00 O 6 9 t TOP - 64.24' ; - / / / / / / / 0./ / / / / .. /C 63. 43_iT/^ 6_ 03 T/C 63,41 G 62.86 - G b2 2s G 51.40 6 s' ' :/- ` - X X X X XXX '., _ X 7 -• it •• %l J `• J,• /'' ' /-' x X '/x ' /-' x x -::,. ` %. 62.98 a. G 62,97 T/C 62.35 GUTTER - 63.49' ( 1 n .yam _ 12" PVC (N) - 80.14' Oy1` 1 , 6y Oy O ff° J V J " C O _. G b3.00 G 61.96 O O O• 0 O O N. O 01 fO1 O ` Off' gyp' yg rot '16 0 6rO 5 - 5y ` /00 /O ). O Cc /O /O el> 'Sy f p 01 OrO 00 L_x, x0 x0 x, x, x' x' x'x' x' x' xo xo xo xo xo xo xo xo xo xo xo x x x x xo xo' xo Xo' xo' xo' x6:. 34 9 x Ea.Et TP y1 , 90 N6 bk q;, 4(b 4A eLy by 1' O 1y O O 4 y 1 > ' to 1 'S 1 O g. - 6,. 64 c. 6+ i Fi c G4, O. O• '. '. y• • 1• ' ' O• O O• ti . ; 5 Ec y O- 0- OP OO OfO 0- O !P 4y '16 N + \ 00 ,. 00 x .43 x 9a ASPHALT sz 61 ASPH T/C 6L2, x x x x x x, x x x x x x x x. x xo _xo xo x xo xo x X x ._ x .x - x - „ T/CC,6578 y° V° '1 9 CREPE .iYf; CvE V '"_ t6 `^K_: 1^ /L., -' G :- V 9, % ",` {O f ._ W ° { --12°' CREPE MYRTLE T C v' fRit1GAT,ON CGNMOL .;64.5 O• O• O- O• ©' °• O• -1 .- `: O• /O• n •: ! / ' c X' X' X' X' X' X' , X X/ , : xq- = x0• --' X° X0' , X o 1 X t , : XO X0 XO X' ^ # / _ 4py V ,3.07 10" CREPE MYRTLE 1;" OAK 63. E -- '--- _: 64.47 OAK J 1L _d _::' AV OY '' - x b3._ 54.4x, : , e u- T - i - V ., q-: T/C b .94 ! 64. 3 % . /• i2" OAK G -4.31 I { .? 6S JUNGLE GYM i T/CI 65.01 - C./64.46 G 6 .5?, iI4 t,rC " .. i T/C 6.,' g O 1 z63.9 G. 6.+4G £3. _ EENCCC 64.4CREPE MYRTLE\ }j1.40 4, 15 64.07- 63. 9, 183.99 - i 1 1 I G 51,45 64.16 T 63'- x6t r, < 61.59 _ 0 64.,8 63.88 1 f ( 63.89 :. -.: _ . ._, _ .- - - - - \ • o[.St A4c., I - - G 62. 82 64. 15 12" CREPE MYRTLE- .' / .. . Z. 1+. .. , 7 i STORM INLET __._. 63.62 - x-\- \ METAL SIGN RIM T/C 62. 19 63. 80 x63.80 63.94fG6,7F6.8 G64, 28 a.w CPP (E)5888T/C 61 Wj-5873' G.694 STIXt1 INLET 5ETOP8289642xGUTTER-6211'18" CPP 24PP (SE) = 34. 99 6347 1. a - .. rn' PLAYGROUND EQUIPMENT , O 613 x634 64.4, I 63.413,, t53.05 63-05 62. 71 4 62.90 63. 17 A63. 51 I b3. 73 6.3.65 1 53.39 x63.i0 4 62.54 i 6143 y8264 I I STORM INLET ASPHALT RIM - 823T CPP ( E) - 59. 44' RIM 8269' 6t 5: 5 .e :in 18 OPP (E) - 59.32' 1 w 0 TfC 64.78. 64.35 64'. 14 ASPHALT RAMP 64.29 x 64. 19 T/ C 64. 8S GP 54, 4i 164. 12 ELECTRIC I Ib3. 82 7 I 63.79 I 163. 62 93. 20 ASPHALT x63.40 x63. 92 x63. 38 T/ C 63.69 62,73 62,86 33.07 T/C 63 86 If G 63.4 T/C b3 61 G 6307 , i 63, 33 - 1X1 SEPTIC SWITCH/ CONTROL SOrr t META LID T/C 6366 G 6_ 24 4 ASPHALT ASPHALT 10" MAPLE x 63.85 x 63.63 T/C 64.40 64.04 64.04 M 63.90 x63-92 f n :. I i F 6406 64,15 54.25G 6389 ': i I j j 1". ! -f 64.C6 x 53.94 63.78 _ I I I f 63.08 1 i 63. 8b I 63. 9563'.99 63.36 83.82 63.57 60.85 T/C 6150_ T/C 6i. 58 G S3A9 . . 6+.20 51 of ---.._ . .. tA" CREPE MYRTLE 'V \ -. T%C bt.62 G 61.14 7 a60.93 62.25 \ _ CONC. 62.43 62.46 40 \ b Z. 50 2.4a ,%r-TfC G6\ an RR { .60.6760.76sG7 x 62. 49 T/ C 62.82r G 62.42/` COMPENSATING FILL MITIGATION CALCULATIONS: 100- YR BASE FLOOD ELEVATION (BFE) = 60.50' 500-YR ELEVATION = 65.90' FFE (PROPOSED BUILDINGS) = 65.01' 64.90' 65. 05' 64.85' 64.90' 64.94' CUT VOLUME = 1495.62 CY FILL VOLUME = 1053. 54 CY NET VOLUME (CUT) = 442.07 CY x60.86 EI as _ HORTI-1 0 15 30 60 SCALE: 1" = 30' 1 MEG:54.65t 37t Oy..-• ,, xlew'A Oyo o i N1b X/0• Y. X XO' X Ilk X yX 6 # XO yXO I X/ 1 , p'y X/ ' 16X'OXXO;yX/ O• O 60 1 0y1 ,g X/• y- X/yam/ x/• X/O- /O- X' 0 I \ ro t, Fk O y N Q1 x/'` I \ O jp ' 1 yy 6y p yO tit ` rQD 1 N 'y X' X'y X' 'o• )e X • X' X'0 N9 y1 y°' x/' x/y x/ y `' x/ /'" ox/o• MEG:5 y X" y. x y. x/ y. x/y. x y. X p. 6 9 9°' 9 9 MEG: 9 1 I O° x/1 x X'ylb - Ad, y- / X • Xg pOgx/yx 'SgXe1ri X ryX/ y19 - yXe • / 71, X/ h tiX t 6y y9cJ 9y , 10 $O 1 x/O x/1 x/ X/ • x/q,• X,,• X' 0 6'' oy q 4, y - STORM INLET T 24" CPP (N - 54.37' 24" CPP (NE - 54. 36' 24" CPP (SW) _ 54. 3W 8" MAPLE / 9 ASPHALT 60.88 X'O X' 1 • X' O X O FG: 5 5. 07 FG: 60. 25 FG: 56. 80 STORM INLET TOP OF CURVE - 60.94' GUTTER 80. 24'` 24 CPP (NW) = 54.12' 24" CPP ( - 54.14' GRASS 7/C 61,83 61.38 60,89 x60 0 STORM INLET 1 RIM - 60. 01' i 24" CPP ( SSWY!jj 54. 90' 24• CPP (NE) - 54.93' 60,20 IMPORTANT NOTE: DISPOSAL OF ANY EXCESS MATERIAL MUST BE HAULED OFF SITE AND OUT OF THE 500-YR FLOODPLAIN. 62. 3 x63.4 I/c n,, G 61 x67.1a T/C G 84 x61.10 21" NOT FOR CONSTRUCTION GROUP16060 DILLARD DR., SUITE 250 HOUSTON, TEXAS 77040 713- 688-3530 T.B.P. E.L.S. FIRM F-21237 & * 10194679 T.B.A.E. FIRM #BR3949 FORREST DANIELL Associates, P.C. Architecture & Planning 8007 American Way Daphne, AL 36526 251. 625.6490 wk. 251.625. 6494 fx. www. fdanieU.com REVISIONS A MITIGATION PLAN PEA JOB a 23-1243 DATE: APRIL 8, 2024 C-2. 1 IMPERVIOUS COVER: OVERALL PROJECT AREA = 89,983.27 SF EXISTING IMPERVIOUS AREA = 57,090.07 SF = 63.45% PROPOSED IMPERVIOUS AREA = 45,074.55 SF = 50.09% PROPOSED IMPERVIOUS COVER & FLOWS < EXISTING IMPERVIOUS COVER AND FLOWS THEREFORE DETENTION IS NOT REQUIRED** NORTH 0 15 30 60 SCALE: 1" = 30' NOT FOR CONSTRUCTION GROUP 16060 DILLARD DR., SUITE 250 HOUSTON, TEXAS 77040 713-688-3530 T.B.P.E.L.S. FIRM F-21237 & #10194679 T.B.A.E. FIRM #BR3949 GEOFFREY D. -BEACH 2 0 : 140048 •4i i REVISIONS PROPOSED DRAINAGE AREA MAP PEA JOB jf. 23-1243 DATE. APRIL 8, 2024 C-3.0 PROPOSED IMPERVIOUS COVER & FLOWS < EXISTING IMPERVIOUS COVER AND FLOWS THEREFORE DETENTION IS NOT REQUIRED** NOT FOR CONSTRUCTION GROUP 16060 DILLARD DR., SUITE 250 HOUSTON, TEXAS 77040 713-688-3530 T.B.P.E.L.S. FIRM F-21237 & #10194679 T.B.A.E. FIRM #BR3949 i i..*. ........... j GEOFFREY D.'•BEACH 140048 V DRAINAGE CALCULATIONS PEA JOB #: 23-1243 DATE: APRIL 8, 2024 C-3-1 BRAKER BOX-\ STORM INLET EX 8" WL RIM = 63.49' \ 15" OAK 12" PVC (NW) = 59.87' 12" PVC (N) = 59.99' I J 12" PVC (S) = 59.99' S 12" PVC (E) = 59.94' L______----__j STORM INLET TOP = 64.24' GUTTER = 63.49' 8W 8W 12" PVC (N) = 60.14' 5 I r14" CREI C IRRIGATION CONTROL CP 8 SET 60D NA!L 0GPOGP PED COMCAST- J JUNGLE GYM BENCH i Il---- - tTLE 10" CREPE MYRTLE 14" OAK T' OAK o CREPE MYRTLE NORTH 0 10 20 40 SCALE: 1" = 20' NOTES: 1. UTILITIES SHOWN ARE APPROXIMATE. FIELD VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY ENGINEER OF ANY CONFLICT OR DISCREPANCIES. 2. SEE PROJECT MEP PLANS FOR UTILITY CONDUIT LOCATIONS. 3. SEE UTILITY DETAILS ON SHEET C-7.3 & C-7.4. f WATER KEY NOTES: 10" OAK - CONNECT TO EXISTING 8" LINE CONTRACTOR TO VERIFY LOCATION OPROPOSED 6" FIRE LINE PROPOSED FIRE HYDRANT ASSEMBLY OPROPOSED 8" FIRE LINE 5 PROPOSED 8" 45' BEND LEGEND EXISTING PROPOSED WM WM WATER METER — — — — WATER VALVE — — — — — FH FH FIRE HYDRANT/ wV FLUSHING VALVE — — — — TAPPING SLEEVE _ Ts&V_ _ TS&V_ VALVE SAN SEWER CLEANOUT—cow —, H Cow SAN MH MANHOLE WATER LINE — — — — SANITARY SEWER LINE STORM SEWER LINE STORM SEWER MANHOLE sTM MH STM MH CURB' 'GRATE' 'CURB' 'GRATE' STORM SEWER INLETS CULVERT PIPE ROW LINE PROPERTY LINE LOT LINES EASEMENT LINE — — — — — — — ------- AERIAL POWER LINE, POLE & GUY P NOT FOR CONSTRUCTION GROUP 16060 DILLARD DR., SUITE 250 HOUSTON, TEXAS 77040 713-688-3530 T.B.P.E.L.S. FIRM F-21237 & #10194679 T.B.A.E. FIRM #BR3949 pZE OF T£. fit j GEOFFREY D. BEACH ft-o 140048 It'FS;CENSF-• G i FORREST DANIELL Associates, P.C. Architecture & Planning 8007 American Way Daphne, AL 36526 251.625.6490 wk. 251.625.6494 fx. www.fdaniell.com REVISIONS A — UTILITY PLAN PEA JOB It 23-1243 DATE: APRIL 8, 2024 F_L= 62.79 CONNECT TO EXISTING INLET . GRATE: 63.46__ --- STORM INLET FL 1811: 55.81 (E) 59 RIM = . 87' 12" PVC (NW) = 59.8T 12" PVC (N) = 59.99' 12" PVC (S) = 59.99' 12" PVC (E) = 59.94' STORM INLET fl> TOP = 64.24° GUTTER = 63.' 12' PVC (N) ,_ 60.1414' I J j IRRIGATION 6TROL OGTO P i II FL 12": 58.27 (NW)- FL 12": 58.27 (E) HAND RAIL PROP CURB INLET (A-4) _. TC:62.96 PED_i , FL 24": 55.63 (N) PED COMCAST-- FL 24": 55.63 (E) L 24" 54.60 (SW) FL 12": 55.19 (N) PROP STM MH (A-1) RIM: 62.92 FL 24": 55.14 (W) FL 24": 55.14 (NE) _ CREPE MYRTLE FL 24"• 55.14 (SE)- 0 CREP c NORTH 0 10 20 40 SCALE-. 1" = 20' C rCC S C/a NOTES: w Cd r7i 1. FIELD VERIFY INVERT ELEVATIONS OF EXISTING STORM SEWER STRUCTURES. NOTIFY ENGINEER IMMEDIATELY IF [ THERE ARE ANY DISCREPANCIES. 1 1 2. IT IS THE OWNER'S RESPONSIBILITY TO MAINTAIN THE SUBSURFACE DETENTION FACILITY. r----1 0 3. THE SUBSURFACE DETENTION FACILITY IS REQUIRED TO DRAIN WITHIN 48 HOURS. 4. REFER TO CITY OF HUMBLE STANDARD DETAIL SHEETS FOR r ALL STORM SEWER STRUCTURES AND DETAILS. 5. MAINTAIN MINIMUM 6-INCH VERTICAL CLEARANCE BETWEEN WATER LINE AND STORM SEWER. N 6. PROPOSED DRIVEWAYS, SIDEWALKS AND ADA RAMPS WITHIN THE PUBLIC R.O.W. WILL BE CONSTRUCTED IN ACCORDANCE WITH PRIVATE PLANS. ROOF DRAIN NOTES: W 1. ALL ROOF DRAINS SHALL BE CONNECTED DIRECTLY TO SUBSURFACE DRAINAGE SYSTEM, UNLESS OTHERWISE NOTED. 2. ROOF DRAIN CONNECTION LEADS SHALL MATCH SUBSURFACE PIPE MATERIAL AND SHALL BE SIZED ACCORDINGLY (SEE MEP PLANS) 3. PROVIDE ADEQUATE TRANSITION BOOTS/ELEMENTS AND MATERIALS FROM ROOF DRAINS TO LEADS. (SEE MEP & ARCH PLANS) 8" CREPE NIYRTLE LEGEND 1VI 0 EXISTING PROPOSED o WM WM WATER METER — — — — WATER VALVE — — — — — FH FH FIRE HYDRANT/ Wv FLUSHING VALVE — — — — TAPPING SLEEVE _ Ts&v_ _ TSacv_ VALVE SAN SEWER CLEANOUT cowsaN MH Cowes H MANHOLE WATER LINE - - - - SANITARY SEWER LINE STORM SEWER LINE STORM SEWER MANHOLE mow MH 0STM MH CURB' 'GRATE' 'CURB' 'GRATE' STORM SEWER INLETS RM CULVERT PIPE ROW LINE PROPERTY LINE LOT LINES EASEMENT LINE ------- ------- AERIAL POWER LINE, POLE & GUY P T NOT FOR CONSTRUCTION Ilk GROUP 16060 DILLARD DR., SUITE 250 HOUSTON, TEXAS 77040 713-688-3530 T.B.P.E.L.S• FIRM F-21237 & #10194679 T.B.A.E. FIRM #BR3949 FORREST DANIELL Associates, P.C. Architecture use Planning 8007 American Way Daphne, AL 36526 251.625.6490 wk. 251.625.6494 fx. www.fdaniell.com REVISIONS STORM PLAN PEA JOB #: 23-1243 DATE: APRIL 8, 2024 C-5.0 n V I - I i__ I t___ __ - y y y y y ,. 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IL < L 1 a-i 1. r H \ < \ I < \ <.9 F ' : - i % I \ I \& 6 6 1 / 2= NeR A 0 10 20 40 SCALE: 1" = 20' NOTES: 1. CONTRACTOR TO EXTEND ALL PAVING CONTROL JOINTS UP AND OVER CURBS. 2. REFER TO SHEET C-X.X FOR CONTROL JOINT AND EXPANSION JOINT DETAILS. 3. REFER TO SHEET C-X.X "PAVING CONSTRUCTION NOTES" FOR REQUIRED JOINT SPACING. 4. PROPOSED DRIVEWAYS, SIDEWALKS AND ADA RAMPS WITHIN THE PUBLIC R.O.W. WILL BE CONSTRUCTED IN ACCORDANCE WITH PRIVATE PLANS. L- 1 12 2 .4 151 MAX Q < 4 a d 4 Id T . I . In CJ a CJ n < W DU V .0 4-U 4 Dad U CJ . CJ a . w R 4 . a CJ CJ a a 4 . a Q iV Q CJ W 0 U d0 Ua W U U Q NOTES: 1. TYPICAL THROUGHOUT CONCRETE PAVEMENT SECTION ONLY UNLESS SHOWN OTHERWISE. IF SAWCUT, CONTROL JOINTS SHOULD BE CUT WITHIN 6 TO 12 HOURS OF CONCRETE PLACEMENT. 2. DOWELS AT EXPANSION JOINTS SHALL BE 3/4" BARS, 14 INCHES IN LENGTH, WITH ONE END TREATED TO SLIP, SPACED AT 12-INCHES ON CENTERS AT EACH JOINT. 3. ALL GRADING, BACKFILL, SUBGRADE PREPARATION, COMPACTION AND PAVING SHALL BE IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT AND ANY ADDENDUMS THERETO. 1 JOINT LAYOUT DETAIL SCALE: NO SCALE LEGEND 4 CONSTRUCT _" REINFORCED CONCRETE PAVEMENT FOR HEAVY DUTY PER r. °^,':, a= GEOTECH REPORT OF T 7i • Ex %Iq CONSTRUCT _" PAVEMENT ASPHALT PER *-'......... * ... *!! I= GEOTECH REPORT*: *I j GEOFFREY D. BEACH 140048 .• / i 'ICONSTRUCTREINFORCEDN10. CONCRETE , .. . . 1 F ..CENS•.• I SIDEWALK PER DETAILS S NOsNA LANDSCAPE AREA ARTIFICIAL TURF (SEE LANDSCAPE PLANS) FORREST DANIELL M.:, LAND & Associates, P.C. PLANS) KEY NOTES: 0 PROPOSED INLET/MANHOLE BLOCK -OUT PER DETAIL 2 ON SHEET C-7.5 ?_ g NOT FOR CONSTRUCTION 11111111111111111111111111 11 GROUP 16060 DILLARD DR., SUITE 250 HOUSTON, TEXAS 77040 713-688-3530 T.B.P.E.L.S. FIRM F-21237 & #10194679 T.B.A.E. FIRM #BR3949 Architecture & Planning 8007 American Way Daphne, AL 36526 251.625.6490 wk. 251.625.6494 fx. www.fdaniell.com REVISIONS PAVING PLAN PEA JOB #: 23-1243 DATE: APRIL 8, 2024 C-6.0 0 Coo l,` y y y y y y y y y x y y y i y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y Iyyyy 1 y y y y x y y y y y y y x F 47 y y y y y y y y y y y y f I y y y y y yy 0 y y y y y y I y y y y y y y > y y y y y IV. 4 y / I y y y y Oyyyyy y y y y y y y ` X e J / ( /w v w/.. v N —/per / (L_ N (plTt— V /pCC V JDLT{. X-R - -----jNp`" , J/ L— (F` _- FFI--—(rQ'rJ——'If(rr/— jj( ttr 1t(.,F) 1A 11' C1'r /—\Rrf//—lRff%— /'f[r r— x 1 rfj x @ J x @/yy yy y ` 0 0 0 0 0 0 0 0 0 0 .J v NVA NVA x y y y y y Io ( y y y y y y I y o Iyy y y y y y y y y y y y y y y y y i/ y Al y y y y y y y v y y y y y y y : Sr Ar ROW LINE PROPERTY LINE LOT LINES EASEMENT LINE STORM SEWER MANHOLE STORM SEWER INLETS CULVERT PIPE TOP OF BANK CENTER LINE DITCH 1 i SWALE REINFORCED FILTER FABRIC FENCE INLET PROTECTION BARRIER STAGE I AND/ OR II STABALIZED CONSTRUCTION ACCESS CONCRETE TRUCK WASH OUT 9 10" OAK- FILTER DAM NpRTH 0 10 20 40 U SCALE: 1" = 20' LEGEND STM MH STM MH CURB' 'GRATE' 'B- B' 'C-19'GRATE' X IPB I/ 11 SC CTW FD— STONE NOTE: 1. EXISTING STORM WATER QUALITY UNIT IS UTILIZED FOR THIS PROJECT. REPLACEMENT OR ADDITION OF STORM WATER QUALITY UNIT IS NOT PROPOSED FOR THIS PROJECT. v / w _ 1y / y '' t ./ 7 y y y y III( II y y y yy y yy_ y y y_ y y y y y y_ y y_ y y. y. y yy y y_y n y_ y y yy_ y _ yy Y8y- y_ y 'y.x.y_ y y y y y y y y y y yy y yy y yy y yy y y yy y y yy y y y y y y— yyy y y yy y ° r_ 8, CREPE MYRTLE y y EX 8" WL sy J: y I yy y yyy00o, 0.I oo y y y yyyyyyyyo M- UA ............ .. y y y _ .. y y y 140048F'Yj/—"@—X` " X -49 7 j GEOFFREY D. BEACH 6' MAGNOLIA (;CENSE. \6 iGRAVEL 8:° tAGhlOLIA. L ?4 PALM PALM 000 10 OAK Y \ 0 1 o CONC. ( FORREST DANIELL co# GRAVEL GRAVEL _—__—_- & Associates, P.C. 2" OAK 8'° OR PE MYRTLE FD&A 10" OAK Architecture&> Planning APPROXIMATELY o J 42. 5 3ACRES \ 8007 American way Daphne, AL 36526 RESTRUCTED RESERVE CHURCH INSTITUTION 251.625. 6490wk. CALLED 43.7600 ACRES --- - 251.625.6494 fX. I www.fdaniell.com oo SHORT FORM PLATX HUMBLE AREAS FIRST BAPTIST CHURCH F.C. 502133 M. R. H. C. _____._-_._41- REVISIONS 12" OAK AI 6"° MAGNOLIA -_ 8" OAK 6" MAGNOUA OAK 12" OAK COO F O 70" CREPE M'( Pt?tE v U I VV CREPE MYRTLE OAK 12" OAK 9 NOT FOR CONSTRUCTION GROUP 16060 DILLARD DR., SUITE 250 HOUSTON, TEXAS 77040 713- 688-3530 T. B.P.E. L.S. FIRM F-21237 & #10194679 T. B.A.E. FIRM #BR3949 SWPPP PEA JOB ilk 23- 1243 DATE: APRIL 8. 2024 C-7.0 0 1. SET POSTS AT REQUIRED 2. EXCAVATE A fi x6 TRENCH UPSLOPE 1. SET POSTS AND EXCAVATE 6"x6" 2. SECURE WIRE FENCING TO POSTS SPACING AND DEPTH. ALONG THE LINE OF STAKES. TRENCH UPSLOPE ALONG LINE (SEE NOTE 2). OF POSTS (SEE NOTE 1). EXISTING GROUND 50' MIN PUBLIC RIGHT-OF-WAY CONSTRUCTION NOTES: 4 1. LENGTH SHALL BE AS SHOWN ON THE oe CONSTRUCTION DRAWINGS, BUT NOT r--i il;w_- SEPARATION GEOTEXTILE 8 MIN LESS THAN 50 FEET. O FABRIC .FOR FULL WIDTH 2. THICKNESS SHALL BE NOT LESS THAN 8 AND LENGTH OF EXIT GRADED TO PREVENT INCHES. S£E FLOW { RUN-OFF FROM LEAVING SITE 3. WIDTH SHALL BE NOT LESS THAN FULL 6 MAX NOS r) PROFILE WIDTH OF ALL POINTS OF INGRESS OR FLOW FLOW 6" EGRESS. 3. ATTACH FILTER MATERIAL TO 4. STABILIZATION FOR OTHER AREAS SHALL CCU FLOW STAKES AND EXTEND IT INTO 4. BACKFILL THE TRENCH AND COMPACT PROVIDE APPROPRIATE TRANSITION HAVE THE SAME AGGREGATE THICKNESS 3. ATTACH FILTER MATERIAL TO WIRE THE TRENCH. THE EXCAVATED SOIL. BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY 7 AND WIDTH REQUIREMENTS AS THE STABILIZED CONSTRUCTION EXIT, UNLESS C r-I FENCE AND EXTEND IT INTO 4. BACKFIAL AND COMPACT THE OTHERWISE SHOWN ON THE THE TRENCH (SEE NOTE 3). EXCAVATED SOIL. S0 MIN CONSTRUCTION DRAWINGS. A 5. STABILIZED AREA MAY BE WIDENED OR LENGTHENED TO ACCOMMODATE A TRUCK WASHING AREA. AN OUTLET SEDIMENT 4 WTRAPMUSTBEPROVIDEDFORTHE 8 MIN TRUCK WASHING AREA. 18 „ MIN E NOTE 2) EXISTING GROUND PUBLIC RIGHT-OF-WAY SEE SPECIFICATION FOR STABILIZED SEE CONSTRUCTION EXIT. NOTE 4 7. STABILIZED CONSTRUCTION EXIT SHALL FLOW -'' FLOW COARSE AGGREGATE PLAN VIEW BE MAINTAINED FREE OF SEDIMENT FOR THE DURATION OF THE PROJECT. FLOW FLOW B D-dEXTENSIONOFFABRIC EXTENSION OF FABRIC A INTO TRENCH ALTERNATE V-TRENCH SYMBOL INTO TRENCH EXTENSION OF FABRIC WIRE INTO TRENCH STABILIZED CONSTRUCTION EXIT FILTER FABRIC STAKE FLOW FILTER FABRIC FILTER FABRIC FLOW COMPACTED FLOW COMPACTED SOIL SOIL 6' MIN a`f, 6" MIN12" MIN 12" MIN. f , 12" MIN. CONSTRUCTION NOTE: 6" MIN SECTION A 1, MAX. POST SPACING SHALL BE 4 FEET. ADDITIONAL POSTS MAY BE ADDED. POSTS SHALL BE PLACED ON EACH CORNER, I SECTION B SECTION B AS A MINIMUM, AS SHOWN. i ALTERNATE OF FROM INLET SHALL 0F2 0 CONSTRUCTION NOTES. X 1- F X ACCORDIhIGI TORS TEBCON®T CORICNERVARYEMENTDITIONS. TYPICAL SHALL BE 36 MINIMUM FROM INLET EDGE. PLACEMENT P E i * ..................... *! 1. 2 INCH THICK BY 2 INCH WOODEN STAKES TO BE SET AT j GEOFFREY D. BE MAX SPACING OF 3 FEET AND EMBEDDED A MIN OF 12 INCHES. SYMBOL WOOD OR METAL STAKE 140048 IF PREASSEMBLED FENCE WITH SUPPORT NETTING IS USED, IPB MIN 2 INCH BY 2 INCH 1 0' ! 0 o IFS•.S.....* WOODPOST) PLAN P I..A N SPACING. OF POST MAY BE INCREASED TO 6 FEET MAX. SYMBOL Al.- INLET POINTS A SHOULD BE HIGHER THAN 2. ATTACH FILTER FABRIC TO WOODEN STAKES. FILTER FABRIC Stages 1,11 POINT B, OR AT TOP OF BANK (TYP) FENCE SHALL HAVE A MIN HEIGHT OF 18 INCHES AND MAX Or Exist.) FORREST DANIELL HEIGHTOF36INCHESABOVENATURALGROUND. FILTER FABRIC A A A B 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER WIRE EXTENSION OF FABRIC Associates, P.C. rr / rr p" vrrr18MIN rr 4 r/// THEY SHOULD BE OVERLAPPED 6 INCHES AT THE POSTS, AND FOLDED. INTO TRENCH POST a iirr irr rrrr J e ,!!, urrrr r FLOW WW_. tYrr 36 MINIMUM TYP. r, f MIN r;`• u " 4, SEE SPECIFICATION .FOR FILTER FABRIC FENCE. 6" V- ETCH" SECTION/ELEVATION TRAPEZOIDAL SECTION/ELEVATION FILTER FABRIC FENCE FILTER FABRIC COMPACTED D F 4_ 6" SOIL D&A CONSTRUCTION NOTES: L 1, MAX POST SPACING SHALL BE 4 FEET. ADDITIONAL POSTS SECTION PLAN Architecture & Planning g1. SET 2 INCH BY 2 INCH WOODEN STAKES SPACED A MAX MAY BE ADDED, POSTS SHALL BE PLACED ON EACH OF 6 FEET APART AND EMBEDDED A MIN OF 12 INCHES. 1 /3 L CORNER, AS A MINIMUM, AS SHOWN. SILT FENCE INLET PROTECTION BARRIER 8007 American Way 2. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO 2. PLACEMENT OF FIBER ROLL FROM INLET SHALL VARY Daphne, AL 36526 FENCE POSTS WITH STAPLES. ACCORDING TO SITE CONDITIONS. TYPICAL PLACEMENT SHALL 251.625.6490 wk. 0 0 BE 24" FROM INLET. 251.625.6494 fx. 3, FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE 0 0 0 0 0 0 0 0 3. FIBER ROLLS SHALL BE UTILIZED ONLY WHEN SITE CONDITIONS www.fdanieU.com FENCE, WITH TIES SPACED EVERY 24 INCHES AT TOP AND DO NOT PERMIT THE USE OF FILTER FABRIC BARRIER. GRAVEL BAGS PLACED AROUND OW MIDSECTION. 0 INLET AT BACK OF CURB 0 4. IF UNDERLYING MATERIAL IS BASE OR OTHER HARD -PACKED REVISIONS 4. MINIMUM HEIGHT OF FILTER SHOULD BE 18 INCHES AND 0 MATERIAL, THEN RIGER ROLLS MAY BE PLACED ON HARD- A MAXIMUM OF 36 INCHES ABOVE NATURAL GROUND. INLET PACKED SURFACE AND WEIGHTED DOWN WITH GRAVEL BAGS 0 ..... . Stages 1,11 5. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER Or Exist.) 0 PLACE GRAVEL BAGS SNUG THEY SHALL BE OVERLAPPED 6 INCHES AT THE POSTS, a VARIES AGAINST CURB AND FOLDED. o 6. SEE SPECIFICATION FOR FILTER FABRIC BARRIER. 0 0 2 INCH BY 2 INCH COMPACTED SOIL STAKE EMBEDED 8 TO PREVENT PIPING STAKED FIBER ROLL WOODPAV INCHESHARDPNACKEDSSURFACE S::.: AF XFg X o METOA POST GENERAL NOTES: AI 4" (See Note 4) 4" SYMBOL FLOW INLET 1. PLACE GRAVEL BAG IN THE GUTTER ON EACH SIDE OF THE INLET OPENING. GRAVEL BAG SHALL BE PLACED REINFORCED FILTER FABRIC BARRIER 0 0 0 0 0 0 0 0 0 FIBER ROLL STAKED f ow * TIGHTLY AGAINST THE CURB. City of Humble, Texas OR WEIGHTED DOWN" WITH GRAVEL BAGS IPB--II 2. PLACE GRAVEL BAGS AT BACK OF CURB ALONG INLET. City Standard Details WOOD OR METAL BEAM IPB SYMBOL 3. DO NOT PLACE GRAVEL BAGS TO BLOCK THROAT OF INLET, UNLESS Storm Water Pollution Prevention Details SECTIONC SYMBOL PROTECTION BARRIER DIRECTED BY ENGINEER. 1 of SWPPP PLANINLETJobNo.: Sale: SHEET FIBER ROLL INLET PROTECTION BARRIER FOR EXISTING & PROPOSED STAGE 11 INLETS) date: March 2016 HORZ : N/A VERT N/A16 DETAILS Dwn By: I One Inch ! y B 7 4faWvemarkdoesnotmeasureoneOF1h, the s ie r 1 PEA JOB it 23-1243 ADATE: APRIL 8, 2024 GROUP 16060 DILLARD DR., SUITE 250 HOUSTON, TEXAS 77040 713- .. S. 530 T. B.P.ELFIRM FIR C-7.1 F-21237 & #10194679 T.B. A.E. FIRM #BR3949 80' MAX 15' MAX a a a CJ . CJ a a n < W °v j° v °v W° ° Ua° v CJ CJ a w_ a CJ a 41 a 4 W °U U© a W CJ U U a U U ° ° NOTES: 1. TYPICAL THROUGHOUT CONCRETE PAVEMENT SECTION ONLY UNLESS SHOWN OTHERWISE. IF SAWCUT, CONTROL JOINTS SHOULD BE CUT WITHIN 6 TO 12 HOURS OF CONCRETE PLACEMENT. 2. DOWELS AT EXPANSION JOINTS SHALL BE J" BARS, 14 INCHES IN LENGTH, WITH ONE END TREATED TO SUP, SPACED AT 12-INCHES ON CENTERS AT EACH JOINT. 3. ALL GRADING, BACKFILL, SUBGRADE PREPARATION, COMPACTION AND PAVING SHALL BE IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT AND ANY ADDENDUMS THERETO. EXPANSION JOINT & CONTROL JOINT LAYOUT 1 SCALE: NO SCALE DEPTH = 1" MINIMUM SCORED JOINT SPACING = W SLIP RESISTANT BRUSH FINISH CONCRETE 4 Y2" THICK i--W -;-I REFER TO PAVEMENT EXPANSION JOINT SPACING = 4W SCORED JOINTS Y4''R WIDTH PER PLANS SLOPE 2.0% MAX 3000 PSI (28 DAY) CONCRETE I FK1rTN \/ARIFC - qPP CITP PI AM 4 COMPACTED AGGREGATE BASE 2O PAVEMENT COMPRESSIBLE FILLER (3/4" MAX.) CUT BACK O AND PROVIDE SEALANT. TYPICAL AT ALL JOINTS WITH FILLER 4 1/4" TOOLED JOINT O 6" X 6" #10 W. W. F. FOR PAVEMENT FLUSHED WITH SIDEWALK, PROVIDE CONCRETE PAKING BLOCK 2'-6" MIN. FROM SIDEWALK. 2 TYPICAL PERIMETER SIDEWALK SCALE: NO SCALE d- 3 BARS @ 18" O.C. EA. WAY COMPACTED SUBGRADE 7" THICKNESS REQUIRED THRU DRIVEWAYS. SEE DRIVEWAY DETAIL Y4" RADIUS (TYP) JOINT SEALANT Y2" PREFORMED JOINT FILLER HOLD DOWN Y2" Q. E d . 4EQ. ! d 4 SIDEWALK SCALE: NO SCALE SMOOTH Y2" DOWEL BAR X 24" LONG 18" O.C. - CAP ONE END REINFORCED CONCRETE SIDEWALK PROPOSED REINF. CONCRETE PAVMENT CENTER ON REINFORCING PROVIDE ADDITIONAL REINFORCEMENTS PARALLEL TO SAWED JOINTS. 3" PC 3" DETAIL SAWCUT MUST BE MADE AS SOON AS CONCRETE IS ABLE TO SUPPORT MAN AND MACHINE AND NOT LATER THAN 12 HOURS AFTER CONCRETE POUR. SAWCUT SHALL BE 1 /8" TO 3/16" WIDE AND AT LEAST T/4 DEEP. FILLED WITH PREMOLDED FILLER FLUSH WITH SURFACE. NOTES: 1. CONSTRUCTION JOINT PAVEMENT DETAIL MAY BE SUBSTITUTED FOR CONTROL JOINT AT CONTRACTOR'S OPTION. CONTROL JOINT 6 SCALE: NO SCALE JOINT SEALANT (DOW CORNING 890-SL SELF LEVELING SILICONE) REBAR, RE: PAVING DETAIL EXPANSION JOINT TO BE PLACED AT THE END OF EACH CURB RADIUS AND SPACED PER PAVEMENT DETAIL. PAVEMENT SURFACE T - X END OF CURB SCALE: NO SCALE 6" 1'-6" 1/2" 1 AD 474• d ° #4°BAR 4 d r7 a 4 BAR @ 18" O.C. N o STAKE TO I BAR r STAKES FOR TRANSVERSE JOINTS SHALL NOT BE PLACED CLOSER THAN 6" TO A LONGITUDINAL JOINT THE TOP OF EACH STAKE SHALL NOT BE LESS THAN 1" BELOW THE FINISH SURFACE. r— S. N. T. 1 /4„R SEAL JOINT AS SPECIFIED 3/16" BOLT LOOSE FIT DOWEL FITTING PLASTIC TUBE SMOOTH BAR DIPPED IN STEEL TO MEET ASTM ASPHALT REBAR UNIT TO 18" BE 12" C.-C. DOWEL TYPE EXPANSION JOINT 450 I 1450 - 00 1 /2" DI A. "-- 1 1/4 114„ em6 760 DA. DOWEL FITTING CANTILEVER TYPE, CAST MALLEABLE IRON LOAD TRANSMISSION UNIT STAR -LUG MODEL D-27 OR EQUAL ON 12" C-C. ACCEPTABLE AS NO NE LUMBER COMPANY CONCRETE PAVEMENT EXPANSIONALTERNATIVES. ALSO, MARINE LUMBER COMPANY EXPANSION JOINT JOINT CAN BE SUBSTITUTED FOR ABOVE. WITH POWER DRIVEN PIN IS ACCEPTABLE. HMAC FLEXIBLE BASE 4 DEFORMED BARS ® 10" LAPS MONOLITHIC CURB AND GUTTER 5 SCALE: NO SCALE FOUNDATION, COLUMN, PIPE, WALL OR SIDEWALK Q 3 7" i 3/4" PREMOLDED JOINT MATERIAL DOWEL SMOOTH BAR, 14" LONG, WITH EPDXY (QUIKRETE NO. 8620-31, OR APPROVED EQUAL) EMBED TO EXISTING CONCRETE, 22" O.C. SPACING RE: EXPANSION JOINT FOR STEEL. ISOLATION JOINT 7 SCALE: NO SCALE PROPOSED REINF. CONCRETE PAVEMENT, PAVEMENT DETAIL PROJECT SPECIFIC PROVIDE ADDITIONAL REINFORCEMENTS AS 3" 3REQUIRED PARALLEL TO CONSTRUCTION JOINTS F T -1 1 DEFORMED METAL 3/ 8" x 3/4" DEEP STRIP ( KEYWAY) APPLY JOINT SEALANT CONSTRUCTION JOINT Q ) SCALE: NO SCALE EXPANSION JOINT 3 SCALE: NO SCALE 1. REINFORCING STEEL: #4 BARS SPACED AT 18 INCHES ON CENTERS IN BOTH DIRECTIONS. STEEL BARS SHALL BE GRADE 60. 2. CONTROL JOINT SPACING: MAXIMUM OF 15 FEET, IF SAWCUT. CONTROL JOINTS SHOULD BE CUT WITHIN 12 TO 24 HOURS OF CONCRETE PLACEMENT. 3. EXPANSION JOINT SPACING: MAXIMUM OF 70 FEET. 4. DOWELS AT EXPANSION JOINTS: 3/4 INCH BARS, 18 INCHES IN LENGTH, WITH ONE END TREATED TO SLIP, SPACED AT 12 INCHES ON CENTER AT EACH JOINT. 5. REINFORCED CONCRETE PAVEMENT - THE PORTLAND CEMENT CONCRETE MIX SHOULD HAVE A MINIMUM 28—DAY COMPRESSIVE STRENGTH OF 3,500 PSI, AND A MINIMUM OF THREE PERCENT ENTRAINED AIR. 6. CURBS ARE 6 INCHES IN HEIGHT UNLESS NOTED OTHERWISE. T" RE: PLANS LIGHT DUTY) 5- 1/2" THICK CONCRETE 8" SUBGRADE MEDIUM OR HEAVY DUTY) 6" OR 7" THICK CONCRETE 8" SUBGRADE SUBGRADE STABILIZE....... .. LIME - STABILIZED SUBGRADE(HYDRATEDLIME CONTENT OF 8% BY DRY WEIGHT) IN ACCORDANCE WITH TXDOT SPECIFICATION ITEMS 260 AND 264, COMPACTED TO 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY WITHIN f2% OF OPTIMUM MOISTURE CONTENT ASTM D-698). ACTUAL LIME REQUIREMENTS SHOULD BE VERIFIED IN THE FIELD AFTER STRIPPING AND GRADING) REFER TO CEO REPORT FOR PAVING THICKNESS. NO SAND BED UNDER VEHICULAR PAVING I CONCRETE PAVEMENT SCALE: NO SCALE NOT FOR CONSTRUCTION GROUP 16060 DILLARD DR., SUITE 250 HOUSTON, TEXAS 77040 713- 688-3530 T. B.P.E.L.S. FIRM F- 21237 & #10194679 T. B.A.E. FIRM #BR3949 i `'' E OF T£F4. %l j GEOFFREY D. BEACH Z 140048 • to NAL- " FORREST DANIELL Associates, P.C. Architecture & Planning 8007 American Way Daphne, AL 36526 251. 625.6490 wk. 251. 625.6494 fx. www. fdanie11 com REVISIONS DETAIL SHE 1 OF 4 PEA JOB #. 23-1243 DATE: APRIL 8, 2024 C- 8.0 SIDEWALK RE: SIDEWALK DETAIL BANK SAND FILL 2" THICK — 1 x4 REDWOOD BOARD JOINT HOLD DOWN 1" APPLY JOINT SEALANT CURB RE: CURB DETAIL CONCRETE PAVING RE: PAVEMENT DETAIL EQ EQ j 611 THREE 9/16" DIA. x 18" LONG STEEL RETAINING PINS DRIVEN FLUSH WITH TOP FINISH GRADE PER PLANS WIDTH PER ARCH. SITE PLAN SLOPE 2.0% MAX X\//\/j\//\/ j '-0' 1 A SUBGRADE RE: PAVEMENT DETAIL 10 CURB AND SIDEWALK SCALE: NO SCALE CHAMFER 4000 P.S.I. (MIN.) AIR ENTRAINED PRECAST p CONCRETE DRAINAGE OPENINGS TWO 3/8" DIA RODS - CONTINUOUS RESERVED PARKING CONCRETE WHEEL STOP SCALE: NO SCALE WHEEL STOP THIS SIGN TYPICAL i-- AT ALL HANDICAP---, PARKING SPACES THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE — PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED - suro BY STATE OR LOCAL LAW AND TOVNNG Q w oz a o Y z 3110 m Q GALVANIZED m O V) W STEEL POST O a o 12" SQ, 14" THICK oI 1w STEEL PLATE BOLTED n p TO PAVING SURFACE 3500 PSI PC CONCRETE ACCESSIBLE SIGN SCALE. NO SCALE 3" 0 GALVANIZED STEEL POST 0 I 4 6" STANDARD GALVANIZED STEEL PIPE FILLED WITH CLASS " B" CONCRETE AND CROWN TOP PAINTED YELLOW ADJACENT PAVEMENT SURFACE I 1 O as ' 1 1 L J CONCRETE FOOTING a 6" TYP 1811 ALL CONCRETE SHALL BE 3000 PSI MIN COMPRESSIVE AT 28 DAYS 11 BOLLARD SCALE: NO SCALE JOINT SEALING COMPOUND ASPHALT 911 3/4 REDWOOD EXP. BOARD TRANSITION REINFORCED CONCRETE PAVEMENT PAVEMENT 0 a d. a EXIST - d _y ASPHALT PAVEMENT ° 1811 1211 24" MIN LAP SPLICE T"= PAVEMENT THICKNESS CONCRETE TO EXISTING ASPHALT SCALE: NO SCALE 4" WIDE STRIPING, 450 ® 2'-0" SPACING CO HANDICAPPED N - SIGNAGE c I I WHEEL STOP 12" TALL WITH 2" STROKE CAPITAL d LETTERS, CENTERED WITHIN EACH VAN ACCESS AISLE PREVE ADJACENT TO THE PARKING SPACE 11'- 0" MIN 5'-0" MIN 8'-0" MIN SEE SITE PLAN SEE SITE PLAN NOTES: 1. PAVEMENT PAINT, TRAFFIC COATING, ITEM 66, TYPE II. 2. BLUE COLOR TO MATCH TRAFFIC SIGNAGE BLUE 4" X 11" DEEP TOOLED OR SAW — CUT JOINT EXPANSION/ CONTROL JOINT SLOPE 1 TYPICAL) 4 ( TYPICAL) INLET OR MANHOLE 12 INLET/ MANHOLE BLOCKOUT (DIAMOND) SCALE: NO SCALE SAWCUT FOR NEAT, PROPOSED ASPHALT VERTICAL EDGE FINISH 1 /4" HIGHER SEE PAVEMENT WHERE REQUIRED EXISTING ASPHALT DETAIL) PAVEMENT GRADE PER PLANS 3" NOTES: 4" WIDE STRIPING MIN. PAVEMENT PAINT WHITE, ITEM 666, TYPE II 17 HANDICAP PARKING AND STRIPE DETAILS SCALE: NO SCALE 5 ASPHALT PVMT TIE-IN TO EXISTING ASPHALT PVMT SCALE: NO SCALE WIDTH PER PLANS END OF CURB (3'-0" MIN.) CONCRETE PAVING A FLUSH 3" FLUSH 1 1r — SIDEWALK N MINIMUM COMPACTED SUBGRADE r211 NOTES: 4" WIDE STRIPING MIN. PAVEMENT PAINT WHITE, ITEM 666, TYPE II PER PLANS PER PLANS (5'-0" MIN.) 1113'- 0" MIN.) 2 A A JA PAVING/ PARKING 6'- 0" 6'-0" MINIMUM MINIMUM PAVING/ PARKING ON SITE ADA RAMP SCALE: NO SCALE PER PLANS 3'- 0" MIN.) NOT FOR CONSTRUCTION GROUP 16060 DILLARD DR., SUITE 250 HOUSTON, TEXAS 77040 713- 688-3530 T. B.P.E.L.S. FIRM F- 21237 & #10194679 T. B.A.E. FIRM #BR3949 10. 07iE OF 4,,, j....................... GEOFFREY D. BEACH. 140 048 .....,'/ fl% 0,&*-d/CENSEO: FORREST DANIELL Associates, P.C. IArchitecture & Planning I 8007 American Way Daphne, AL 36526 251. 625.6490 wk. 251. 625.6494 fx. www. fdanieR.com REVISIONS DETAIL SHEET 20F4 PEA JOB it 23-1243 DATE: APRIL 8, 2024 C- 8.1 PROVIDE BOARD JOINTS (1 /2" NON EXTRUDING PREFORMED) IN CURB AT LOCATIONS OF JOINTS IN UNDERLYING PAVEMENT SLAB. TOP OF CURB 12" 12 zII -)IIM 61 I UN OF SLAM 4 WITH ASTM SPEC. A-615-68 GRADE 60 DEF. NOTE:WHEN CONCRETE CURB IS TO BE PLACED ON EXISTING CONCRETE BASE - 1/2,,DEF. BARS, 10" LONG, 24" C-C, DOWELED AND SET IN SULFUR OR QUICK SETTING CEMENT 1 /2" 3 it R. `:: 3/16" 6 3SLOPE PER PLANS T T CONCRETE PAVING, RE: TYPICAL PAVEMENT DETAIL MORTAR FINISH NOT REQUIRED WHEN CURB IS POURED BY MACHINE, BUT CURB WILL HAVE THE SAME OUTSIDE DIMENSIONS T = RE: CONCRETE PAVING DETAIL. 19 DOWELED - ON CONCRETE CURB SCALE: NO SCALE LATERAL SADDLE STORM MAIN STORM MAIN ROOF DRAIN LATERAL CONNECTION CLAMP ACCEPTABLE STUB- Ot,'T LATERAL u IN t-,\ \l/ ABLE ROOF DRAIN LATERAL REDUCING COUPLING F DRAIN LATERAL NOTE: THE SADDLE SHALL BE PERMANENTLY BONDED TO THE EXISTING MAIN BY THE USE OF COMPOUNDS OR CLAMPS AS RECOMMENDED BY THE MANUFACUTER. ROOF DRAIN LATERAL CONNECTION TO STORM 20 SCALE: NO SCALE 4 WITH ASTM SPEC. A-615-68 GRADE 60 DEF. NOTE: WHEN CONCRETE CURB IS TO BE PLACED ON EXISTING CONCRETE BASE - 1/2,,DEF. BARS, 10" LONG, 24" C-C, DOWELED AND SET IN SULFUR OR QUICK SETTING CEMENT 1 / 2" 3 it R. `:: 3/ 16" 6 3SLOPE PER PLANS T T CONCRETE PAVING, RE: TYPICAL PAVEMENT DETAIL MORTAR FINISH NOT REQUIRED WHEN CURB IS POURED BY MACHINE, BUT CURB WILL HAVE THE SAME OUTSIDE DIMENSIONS T = RE: CONCRETE PAVING DETAIL. 19 DOWELED - ON CONCRETE CURB SCALE: NO SCALE LATERAL SADDLE STORM MAIN STORM MAIN ROOF DRAIN LATERAL CONNECTION CLAMP ACCEPTABLE STUB- Ot,' T LATERAL u IN t-,\ \l/ ABLE ROOF DRAIN LATERAL REDUCING COUPLING F DRAIN LATERAL NOTE: THE SADDLE SHALL BE PERMANENTLY BONDED TO THE EXISTING MAIN BY THE USE OF COMPOUNDS OR CLAMPS AS RECOMMENDED BY THE MANUFACUTER. ROOF DRAIN LATERAL CONNECTION TO STORM 20 SCALE: NO SCALE HORIZONTAL THRUST BLOCKING BLOCKING HEIGHT GREATER THAN PIPE O.D.) BLOCKING WIDTH BETWEEN 1 & 2 TIMES HEIGHT) REQUIRED SQ. FT. OF UNDISTURBED EARTH WALL FOR REACTION BACKING TYPE OF FITTINGS PIPE SIZE TEE & PLUG BENDS 900 450 221/20 3" 0. 5 1.5 1.5 0.5 4" 1. 5 2.0 1.5 1.0 6" 3. 0 4.0 2.0 1.0 8';' 5. 0 7.0 4.0 2.0 10 8. 0 10.0 6.0 3.0 12" 11. 0 17.0 9.0 5.0 1y CROSS Kf, CROSS WITH PLUG TRENCH WALL T NOTES: 1. DO NOT COVER BELLS OR FLANGES WITH CONCRETE 2. WRAP ALL FITTINGS WITH VISQUEEN. 3. BACK ALL TEES ACCORDING TO SIZE OF BRANCH. 4. BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THAT LATER REMOVAL IS POSSIBLE. 5. ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL OR VERTICAL SHALL BE BACKED. 6. REACTION BACKING TABLE IS BASED ON ____ P.S.I. AND SOIL BEARING PRESSURE OF _____ Ib./sq.ft. ADDITIONAL BACKING MAY BE REQUIRED IN SOME AREAS AS DIRECTED BY ENGINEERS. 7. ALL CONCRETE SHALL BE 2500 P.S.I. 8. 18" AND LARGER REQUIRES SPECIFIC ANTI -THRUST DESIGN. NDISTURBED EARTH WALL ONCRET TRENCH WALL TEE 900 BEND ALL BENDS SIMILAR) NDISTURBED EARTH WALL NCRET& TRENCH WALL j TEE WITH PLUG m mm 21 THRUST BLOCK DETAILS SCALE: NO SCALE NOT FOR CONSTRUCTION GROUP 16060 DILLARD DR., SUITE 250 HOUSTON, TEXAS 77040 713-688- 3530 T.B. P.E.L.S. FIRM F-21237 & # 10194679 T.B. A.E. FIRM #13113949 REVISIONS DETAIL SHE 3OF4 PEA JOB & 23-1243 DATE: APRIL 8, 2024 C-8. 2 A" 6J S, B, 6" l - 6„ 2" B BACK OF 6- g4 BARS 1.. CURB TOP SCAB STEEL 12 -#4 BARS 6" 4'-6" GUTTER LINE GUTTER =3" FACE OF CURB P DEPRESSION TRANSITION FOR GUTTER in DEPRESSION UPSTREAM = = g a MiI I TRANSITION FOR GUTTER DEPRESSION DOWNSTREAM F' I 3/4" BOARD J3'-0" PER 7" DEPRESSION I z _ 1'-0" PER-i_ DEPRESSION_ NORMAL TRANSVERSE SLOPE- DEPRESSED GUTTER ICURB m3/4" CURB SLOPE I 3/4" BOARD JOINT FILLER BOARD JOINT FILLER zIAo a aw 1 U a ooQSowUbmo 6,. 2., I q INLET a,w o W,P THROAT DETAIL EXTENSION PLAN BTOPOFCURB TOP OF CURB INLET i NORMAL GUTTER LINE is - NORMAL GUTTER LINE 24" DEPRESSED GUTTER LINE :ir ,, DA -EPRESSED GUTTER LINE BOTTOM PAVEMENT 6 S i' . m BOTTOM PAVEMENT m f . -' - I =t#4 BARS AT 6"t #4 BARS X 15" AT BOTHWAYS (WALLS & 6" SPACING (4 REQ'D) B " 5 _9 ~ 6" " BOTTOM) 5'-0" BACK OPENING EXTENSION __ _ _ -_- Note: This is to be used only where specified in plans. 3'-g \ ORMAL GUTTER ---- -__- .. f LLL/ SEE BACK GUTTER - INVERT SHAPING FOR PIPE r____ OPEt•@•1G DETAIL DEPRESSION AT ONE END (CONCRETE FILL) 1 _6 V #4 v1 RS ;4I BARS INLET NORMAL GUTTER `" I 4 BOTHWAYS ELEVATION I DEPRESSION - I 60Z o1._e 6. l ` 1 zaC THIS PORTION OF _ 1 I I I w n b SECTION B-B I I . I air I INLET WALL OMITTED x rn n j WHEN BUILT WITH I f 1 w p V LETTERING RECESSED (LUSH) 4) 1" DIA VENT HOLES O Q M O 12) OPENICKHOLES 2 1 /2" c D O S O 9j16" j 3/4" LETTERING RECESSED FLUSH 33 51T DIA I---- 32 1 /8" DIA --I 1 1 j2 4 1 /2" L 5/8" _ 32 3/8" DIA ----^ 1 1 /2" 33 5/8" DIA -- 40 3/4" DIA FRAME SECTION BOTTOM VIEW r 1" DIA HANDLING HOLE 31 7/S" DIA 40 3/4" DIA 1 t/2" 1 1/2" r- 3/16" DIA 4 1/2" I 21,4" Imo--- 23' DIA -- J r_ 32 3/8" I --- COVER SECTION U) REVERSE FRAME STORM MANHOLE FRAME & COVER NOT TO SCALE GENERAL NOTES: EXTENSION. ___&__ 0 6 1/4" 6 1 4" 6 1 4" 1. ALL CONCRETE SHALL BE CLASS A. ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4". - - - - - - PIPES SHALL ENTER INLETS AS SHOWN ELSEWHERE ON PLANS. SLOPE TOP OF INLETS AS a ® s 7DIRECTEDTOMATCHGRADEDSECTION. o _ ___ _ P 2. ALL MATERIALS USED IN CASTING MANHOLE COVERS AND LADDER RUNG SHALL CONFORM 1 M 3" TIMBER PLANKING TO A.S.T.M. SPECIFICATIONS. z 2X4 BATTENS ^• NAIL 1 3. A PERMISSIBLE CONSTRUCTION JOINT MAY BE PLACED IN THE INLET WALL WITH THE -j . . -_ . . to c(i -_ __ _ _ __ TO EACH INSID APPROVAL OF THE ENGINEER. I - --- - - PLANK INVERT SHAPING 6" E DIA. OF 6' #4 BARS 6" TYPE "C-1" INLET WITH ONE CONCRETE FILL + - BOTHWAYS WITH 2-20D NAILS 4. MANHOLE RING AND COVER SHALL BE 23 1/2" UNLESS OTHERWISE SPECIFIED IN THE EXTENSION (T-0" LONG) MIN. 2'-6" PLANS. CONNECTION OF PIPES TO PRECAST UNITS SHALL BE GROUTED AS DIRECTED BY SECTION A -A 6 1/4" TYPE "C-T INLET WITH ONETHEENGINEER. CAST IRON FRAME & COVER. WITH BUT NOT LESS THAN SIX INCHES OVER HIGHEST PIPE. EXTENSION ON EACH SIDE MUDRING OR APPROVED EQUAL. PLAN - TEMPORARY TIMBER COVER TYPE "C-24 INLET WITH DOUBLE 3T# PRECAST GRADE 5. CONTROL POINTS FOR HORIZONTAL LAYOUT OF "C' INLETS, ALL TYPES, IS THE LATERAL EXTENSION (10'-e' LONG) RINGS AS REQ'D. NOT TO SCALE CENTER OF THE INLET, WITHOUT REGARD FOR EXTENSIONS, AT THE BACK OF CURB. PROP. PAVEMENT TYPE "C" INLET DETAILS 32"f PRECAST GRADE - NOT TO SCALE RINGS AS REQ'D. 5 @ 6" O.C.E.W. BOTTOM) PROP. PAVEMENT --\ I I I IN THE EVENT CLEARANCE MIN ~ PROP. STABILIZED SUBGRADE 3/8" SHARP FACE #5 6" O.C.E.W. STORM 1 IS LESS THAN THICKNESS GOTHIC TYP (BOTTOM) LATERAL #5 DIAGONAL BARSAOF v AT OPENING SUBGRADE SHALLHBE a' Q F H (/M 1". SHARP FACE OMITTED & CONC. PAVEMENT 45 DIAGONAL GOTHIC TYP G O O I V9 (2) OPEN c a PICKHOLES . 1A .sax•,. ZRM II 3 ASTM A4 CL35B A V1418-1 CUSTOMER Peon N R LOGO ua/oAr/vx O STORM ( 4) 1" DIA VENT HOLES ON A 16 1 /4" DIA BOLT CIRCLE BOTTOM VIEW 23 1IT DIA 30" DIA 1762mm7 23 3 4" DIA I603mml 1/ 2 I I[13 2 1/4" 1 1/2" mm7 E E 1 1/2 - i-- ' I v --- i I - - r--- -- - i : T_ L_r - I \ i I__ I I I1I I I i IO I 1- J DONE Op`, 1- tll F QNG• I O OP G.CVGo'. OOI3 LR ERMAL4' 0,50 ,6'0 .7.0 OR 8' A POURED TO TOP OF BOX BARS 0 OPENINGS 32" DIA. OPNG. N. T..) 1L1 8" FOR 4' SO. BOX PROP. STABILIZED SUBGRADE i • • • 10" FOR 5', 6' SQ. BOX A 12" FOR 7, 8SQ. BOX is 37°^ 48" STORM SEWER z:. I PNc. oPNG. N.T.S.) GENERAL NOTES SIZE VARIES) a I #5 @ i• ALL CONCRETE SHALL BE CLASS A. ALL EXPOSED CORNERS PERIMETER SHALL BE CHAMFERED 3/4". PIPES SHALL ENTER MANHOLE AS w I & OPENINGS SHOWN ELSEWHERE ON PLANS. SLOPE TOP OF MANHOLE AS I• ISTORM SEWER DIRECTED TO MATCH GRADED SECTION. r 22-% 2% SIZE VARIES) 2• ALL MATERIALS USED IN CASTING MANHOLE COVERS SHALL SEE FOR I I # 5 @ CONFORM TO A.S.T.M. SPECIFICATIONS. APPLICABNS LEEMAINIPERIMETERTRUNK &LATERAL SEWER LAYOUT OPENINGS 3. A PERMISSIBLE CONSTRUCTION JOINT MAY BE PLACED IN THE 6" FOR 4' BOX MANHOLE WALL WITH THE APPROVAL OF THE ENGINEER. 8" FOR 5',6' BOX I r FOR 7',8' BOX 12;; 4. MANHOLE RING AND COVER SHALL BE 3T UNLESS OTHERWISE SPECIFIED IN THE PLANS. CONNECTION OF PIPES TO PRECAST PRECAST STORM BOX MANHOLES UNITS SHALL BE GROUTED AS DIRECTED BY THE ENGINEER. AASHTO M306 LOADING PER MOOR-TEX CONCRETE PRODUCTS, INC. OR #5 @ 12 v v APPROVED EQUALO.C.E.W. I I \ SECTION [38mm7 In ( SEE PLANS) City of Humble, Texas 6"I = r 4',5' = 7- FORM FLOW INVERT COMPACTED CEMENT 22" DIAC559mm16, ' - 6, ' _ I 7' 0 = T 7, 0 =8" O.C.E.W W/ GROUT FILL STABILIZED SAND CityStandard Details I _ 233/4" DIA C603mm7 ( g• ¢ sg" g• bi =g" SEE SPECIFICATIONS 24 3 4" DIA 1629mm7 Drainage Construction Details 1 of 3 PLAN SECTION A -A Job Na.: I Scale: SHEET INLET FRAME & COVER DETAIL Date: Maras 2016 HORZ: N/A PRECAST STORM SEWER BOX MANHOLE VERT : N/A own By: One Inch NOT TOSCALENOTTO SCALE jChkd By: .I--__.. - OF 17 NOTES: 1. IF PRECAST INLETS ARE NOT USED, INSTALL #4 11 REINFORCING BARS AT 6" O.C.E.W. IN WALLS. A A 2. WHERE SIZE OF PIPES PASSING THROUGH IL INLET EXCEEDS 30", INCREASE INSIDE WIDTH A TODIAMETEROFPIPEPLUSV-0" (O.D. + 1\ l * It 1'- 0") 3. WHERE INLETS ARE LOCATED ON BOX CULVERTS OR OTHER FLAT TOP STRUCTURES, 11 MOUNT THEM PER MANWAY DETAIL WITH B 1 / 2" m 3'-6" LONG APPROXIMATELY SIZED SQUARE OPENING. 4'-4" PLAN CONCRETE SLAB DITCH GRADE OR CONCRETE FINISH GRADE 5 @ 9"c. c. SLAB SEE PLANS. x 18" LONG TYP. AT OPENINGS) CONCRETE . UNLESS pTHERW'ISE NOTED fFOR 12' OPENING CONCRETE THROAT ELEVATION 4 @ 12" O.C. E.W. H a 0 za U 4 @ IT O.C.E.W 31 8.. -- CONCRETE SLAB 4'-4" SECTION A - A * SEE NOTE 3 ABOVE. TYPE "E" INLET NOT TO SCALE LENGTH -SEE PLANS RRIER PIPE ( SIZE VARIES) NUT (TYP.) SYMMETRICAL SYMMETRICAL ABOUT ABOUT z C HALF SECTION PROP. PAVEMENT UNDER PAVEMENT HALF SECTION NATURAL GROUND PROP. PAVEMENT HALF SECTION UNDER PAVEMENT HALF SECTION NATURAL GROUND UNDER NATURAL UNDER NATURAL GROUND GROUND I I/ il/ I- l I j I/i fI I SELECT FILL i I l l -i i_ filly SELECT FILL j- - 1-, ` I- _ i ! , , / 1- LI-i I I=% =i it '/ (SEE NOTE E) PROP. i1 I SUBGRADE l l' I!' I-! 1=''/ (SEE NOTE E) i 1 I 1! PROP. .SUBGRADE I ,{ -!!; i-i i 1 I/ i / i f / i / i/ it / _ 1/ i! it 1f - FRAME & COVER W -iI/ 1_, 1_o Iit, I-% - lit W I . I lit I_i I' I SEE THIS SHEET) AlI -1 I- 1, / / i t l / 1 I/ l_i 4_1, / / Imo, ,/ I I' 1- I 1/ I I _ / r DITCH GRADE OR FINISH GRADE 0 0 2 A A 11 S. SPRING LINE O SPRING LINE STORM CONC. CULVERT SEWER CEMENT STABILIZED SAND STORM CONC. CULVERT SEWER z b d CEMENT STABILIZED SAND CONCRETE m a as SLAB u8o COm 11 s., 7 q oP• o ;°I CRUSHED STONE FOUNDATION SEE FOR 3= B NOTES: TABLE MINIMUM DEPTH. ADD BOTTOM OF TRENCH GEOTEXTILE JOINT WRAP: BOX JOINTS 1. WHERE MULTIPLE BOX SEWERS FILTER FABRIC MIN. }g° LAP) DEPTH AS NEEDED FOR SEEPAGE DRAINAGE. NOTES: SHALL BE WRAPPED WITH 4-OUNCE GEOTEXTILE WITH 36-INCH WIDTH ARE USED IN THE SAME TRENCH, MIN. OUTSIDE TO OUTSIDE BOX GEOTEXTILE JOINT WRAP: BOX JOINTS 1. WHERE MULTIPLE BOX SEWERS ARE USED AROUND THE PERIMETER WITH 18- SEWER SEPARATION SHALL BE 12". SHALL E WRAPPED WITH 4-OUNCE IN THE SAME TRENCH, MIN. OUTSIDE TO INCH OVERLAP AT THE END GEOTEXTILE WITH -INCH WIDTH CASING TABLE CARIER IPERSIZE SPLIT CASING SIZE SPLIT CASING THK. 4" 10" (* 6") 0.25" 6" 12" (* 8") 25" 6' 16" (* 10") 0.25" 10" 18" * 12" 0.25" PLAN VIEWSPLITSTL. CASING CASING SPACERS AS MANUFACTURED (0.25" WALL THICK.) BY RACI OR APPROVED EQUAL. IN THE EVENT NO BELL JOINT OR OTHER OBSTRUCTION ON THE CARRIER PIPE FALLS WITHIN THE PROPOSED INSTALLATION LIMITS OF THE SPLIT CASING, SAID CASING SIZE MAYBE MINIMIZED AS SHOWN (*). 3/ 4 HOLE IN 1/4 THICK "EARS" ( TYP.) 2" x 5/8"* "EARS" WELDED TO SS BOLT & NUT CASING (TYP.) CARRIER PIPE SECTION A - A SPLIT CASING NOT TO SCALE WHEN CONFLICTING UTILITY PIPE ENCROACHES INTO STORM SEWER PIPE FLOW ZONE, BETWEEN FLOW LINE & CENTERLINE OF PIPE) MANHOLE SHALL HAVE 24" SUMP BELOW FLOW LINE OF STORM SEWER. CONFLICTING STORM SEWER RCP WELDED SPLIT CASING r 12" MIN. SIZE VARIES) I 7 12" MIN. 8" i 1 / 7 \ - I II ! I PROP. OR EXIST. I ` I I I CONFLICTING I - f SAN. SWR. L J I OUTSIDE BOX SEWER SEPARATION SHALL (REFER TO SECTION02617) BE 6". 2. THIS DETAIL TO BE USED ONLY WHERE SOIL CONDITIONS ARE SATISFACTORY. PIPE SIZE FOUNDATION IN) DEPTH ( IN) 3'x2' TO 6'x6' 12 6'x6' AND LARGER 18 AROUND THE PERIMETER WITH 18- INCH OVERLAP AT THE END REFER TO SECTION 02617) STORM SEWER BEDDING AND BACKFILL F MAX P I OF 20 ONTAIN NG NO R CKS OR OTH R STORM SEWER BEDDING AND BACKFILL FOR PRECAST CONCRETE BOX FOR PRECAST CONCRETE BOX WHERE SATISFACTORY SOIL CONDITIONS EXIST WHERE UNSATISFACTORY SOIL CONDITIONS EXIST NOT TO SCALE NOT TO SCALE BEDDING AND BACKFILL NOTES (APPLICABLE TO ALL DETAILS THIS SHEET) A. MIN. TRENCH WIDTH SHALL BE PIPE O.D. PLUS AN ALLOWANCE "A' FOR THE NOMINAL PIPE SIZE: NOMINAL PIPE SIZE "A" 18" 18" 18" TO 30" 24" 39, 36" MAX TRENCH WIDTH SHALL NOT BE GREATER THAN MIN TRENCH WIDTH PLUS 24". UNLESS OTHERWISE NOTED. IF OUTSIDE EDGE OF PIPE IS WITHIN 2' OF BACK OF CURB, BACKFILL SHALL BE PERFORMED AS UNDER PAVEMENT. HALF SECTION HALF SECTION UNDER NATURAL PROP. PAVEMENT PROP. PAVEMENTUNDERPAVEMENTHALFSECTION UNDER PAVEMENT HALF SECTION UNDER NATURAL B. CEMENT STABILIZED SAND (L1 SACKS OF CEMENT PER TON, COMPACTED GROUND GROUND TO 95% OF MAX. STD. PROCTOR) PLACED BEFORE PIPE IS LAID UP TO FLOW LINE OF PIPE OR ABOVE- MINIMUM DEPTH = 6" (USE 12" FOR I I -.: a -%-- .1 ROUND PIPE SIZES 24" AND LARGER). PROP. SUBGRADE \\//\\//\\//\\ PROP. SUBGRADE C. CEMENT STABILIZED SAND (AS SPECIFIED ABOVE) THOROUGHLY RODDED, PLACED AFTER PIPE IS LAID IN 8" LIFTS. v \\\\\\\\ \\\/\\/\\ 11 w D. COMPACTED BANK SAND BACKFILL, COMPACTED AS PER SPECIFICATIONS. I E. SELECT EARTH BACKFILL WITH MAX LIQUID LIMIT OF 40, MIN. P I 7 STORM MANHOLEFRAME & //\//\//\ //\//\/\ DEBRIS NOR CONTAINING ANY DIRT CLODS EXCEEDING 6" IN ANY COVER PERDETAILI ,L ' DIMENSION. PLACED IN 6" LAYERS, MOISTENED IF NECESSARY AND THOROUGHLY COMPACTED TO 95% DENSITY AS DETERMINED BY w 11 N BY ASTM D698, UNLESS OTHERWISE NOTED. SEE PRECAST STORM U > - A } A m > A ' - 1r A F. CEMENT STABILIZED SAND TO ONE FOOT 1' BELOW BOTTOM OF JUNCTION BOX DETAIL g m W PAVEMENT FOR PIPE SIZES 36" AND SMALLER. FOR PIPE SIZES 42" FOR STRUCTURAL DETAILS. I v I AND LARGER, TO 12" ABOVE TOP OF PIPE PER 8" - - G. MAX TRENCH WIDTH SHALL NOT BE GREATER THAN MIN TRENCH WIDTH I STORM SEWER PPORM SEWER PLUS 24". UNLESS OTHERWISE NOTED. PLAN _ H. IF OUTSIDE EDGE OF PIPE IS WITHIN 2' OF BACK OF CURB, BACKFILL m 12•' m m 12•> m SHALL BE PERFORMED AS UNDER PAVEMENT. 1 , r__ , , I FILTER FABRIC MIN 18" LAP) 12" CRUSHED STONE FOUNDATION. ADD City of Humble, Texas BEDDING AND BACKFILL DETAIL DEPTH AS NEEDED WET CONDITION BEDDING FOR SEEPAGE City Standard Details SEAL ENDSofCASINGFORSTORMSEWERPIPESDRAINAGE. Y P g• . WITH LINK SEAL NOT TO SCALE Drainage Construction Details 3 of 3 PLAN SECTION NOT TO SCALE g Job No.: Scale: SHEET CONFLICT STORM SEWER MANHOLE Date: March 2016 HORZ :N/A vERT : N/ A 1 O own By: 1 One Inch. i NOT TOSCALEIfabove mask Eaas nA measure me Chkd By: Ww, nta ew¢"wm arse OF 17 TIMBER BLOCKING SYMMETRICAL ABOUT CENTER LINE j,,,,, CONCRETE THRUST BLOCKING, i.. CLASS "C" CONCRETE11 EXISTING OR r^ INSTALL AT DEAD END PROPOSED 50'-0 (TYP) U) FITTINGS ONLY. CONC. THRUST BLOCKING OBSTRUCTION SEE NOTE THIS DETAIL. 45° MJ BEND W/ MJ a ° ° RESTRAINT ( MEGALUG) SEE NOTE 10 CONCRETE AND TIMBER BLOCKING SHOWN EQUAL O ON THISDETAILAREFORGRAPHICALinI a REPRESENTATION ONLY. THE CONTRACTOR I 70 THE SEE NOTE 10 TIMBER BLOCKING - - IS RESPONSIBLE FOR PROVIDING THRUST DEPTH - - - 4_ j BLOCKING TO WITHSTAND TEST PRESSURE I OF COVER / OF 150 P.S.I. -{- - V V ALL THRUST BLOCKING SHALL BE PLACED I / AGAINST UNDISTURBEDEARTH. I SEE NOTES 5 UNI-FLANGE PIPE RESTRAINT INSTALL THIS THRUST BLOCK WHEN RUN THROUGH 7 C-900, C-905 OR D.I. PIPE O LENGTH CUTTOFITLOCATIONSHOWNONPLANALLASAPPROVEDONPLANS ;:s OF PIPE IS IN THREE DIRECTIONS. PIPE JOINTS 15' OR LESS FROM BENDS, TEES, OR / OTHER FITTINGS ( HORIZ. & VERT.) SHALL INCLUDE C-900, C-905 OR D.I. PIPE JOINT RESTRAINTS PER SPECIFICATIONS. / AS APPROVED ON PLANS /I ALL FITTINGS AND VALVES SHALL BE DUCTILE m U r/^' IRON, MECHANICALJOINTWITHMEGALUGLuSEE NOTE 10 / VJ JOINT RESTRAINT, OR APPROVED EQUAL. I NOTES: P4 TIMBER BLOCKINGUNI-FLANGE o PIPE RESTRAINT Z 1. WHEN ALTERING EXISTING LINES RESTRAIN ANY EXISTING JOINTS EXPOSED BY CONSTRUCTION SOLID PLUG, UNLESS ONE 20' LENGTH ALWAYS REQUIRED ON DEAD END W BEFORE OR AFTER PROPOSED FITTINGS WITH UNI-FLANGE BELL AND SPIGOT PIPE 11_1NOTEDON PLANSHEETOFPIPERUNOFTEEORLINEVALVESOLIDPLUG, UNLESS in RESTRAINT. TO BE TAPPED. NOTED ON PLAN SHEET / TO BE TAPPED. 2. RESTRAIN ALL JOINTS WITHIN 50 FEET OF PROPOSED FITTINGS. ^ /i i TIMBER BLOCKING - - 3. APPROPRIATE BEDDING AND BACKFILL SHALL BE IN ACCORDANCE WITH THE DETAILS AND s V f F, DESIGN STANDARDS. .r^` lam•} I ---, - MJRESTRAINT (TYP.) 4. USE APPROPRIATE SERIES MODEL RESTRAINT FOR PIPE MATERIAL. SEE NOTE 10 50'-0" (TYP.) S. WHERE POSSIBLE THERE SHOULD BE NO PIPE JOINTS WITHIN THE VERTICAL OR HORIZONTAL RUN OF THE OFFSET (WHEN AND WHERE APPROVED SEE NOTE 6 AND 7). C-900. C-905 OR D.I. PIPE • r I AS APPROVED ON PLANS. 6. IF A PIPE JOINT IS REQUIRED WITHIN THE VERTICAL OFFSET IT SHALL BE RESTRAINED WITH O ALSO SEENOTE9UNI-FLANGE BELL AND SPIGOT TYPE RESTRAINT. (i ,Q 7. WHEN DEPTH OF OFFSET REQUIRES MORE THAN A STANDARD LENGTH OF PIPE NO SEGMENT , PROVIDE PV- LOK PIPE RESTRAINT SHALL BE LESS THAN 5' IN LENGTH. ham+ W/ STAINLESS STEEL RESTRAINING GATE VALVE, SEE IN LINE VALVE 8. THE MINIMUM CLEARANCE SHALL BE DETERMINED BY THE AMOUNT OF BEDDING AND • RODS (TIE TO MJ PLUG ON DEAD DETAIL FOR BLOCKING. CONC. THRUST BLOCKING. BACKFILL REQUIRED BY THE PROSPECTIVE PIPE AND THEIR USAGE. SEE THE BEDDING AND ENDS) CSEENOTE THIS DETAIL. BACKFILL DETAILS FOR DIMENSIONS. ,,, /// r.d ;z SEE GATE VALVE INSTALLATION SEE THRUST BLOCKING. NOTE THIS DETAIL. 9. A SOLID CONTINUOUS JOINT OF PIPE SHALL BE USED AT ALL TIMES FOR THE HORIZONTAL DETAIL, THIS SHT.) FITTING ASSEMBLY & THRUST BLOCK DETAIL SECTION OF THE OFFSET. U NOT TO SCALE10.INSTALL STAINLESS STEEL RESTRAINING RODS FROM 45° MJ BEND TO ADJACENT MJ FITTING OR VALVE. IF NO FITTING OR VALVE EXISTS, INSTALL PV-LOK PIPE RESTRAINT OR APPROVED EQUAL STAINLESS STEEL MECHANICAL 1. M JOINT TIEBAR - FULL THREAD RESTRAINED MECHANICAL JOINT VERTICAL OFFSET t 1 2 REQUIRED PER JOINT, V PLACE STEEL WASHER PLACED AT OPPOSITE SIDES) NOT TO SCALE • BETWEEN NUT AND MECHANICAL JOINT "EYE" BOLT PROP. MJ RESTRAINT EYE" BOLT. (MEGALUG BY EBAA "---.'I PROP. MJ BEND IRON, INC. OR EQUAL) DIRECTIONAL ARROWS TO /'1W STANDARD MECHANICAL ORFITTINGINDICATEORIENTATIONof $: JOINT "TEE' BOLT ( 45•, 90•, etc.) MAIN (ADJUST PER PLAN) 0 fE - f o , + o a +-/ 1: / ca / 0 a G X INDICATE SIZE OF MAIN L X 6" OR 8" PLAIN END SPOOL PIECE STANDARD INT GLAND JOINT MECHANICAL JOINT RESTRAINT / W/ RESTRAINT GLAND (TYP.) MECHANICAL RESTRAINT W/ RESTRAINING RODS NOT TO SCALE CONCRETE PAD PLAN NOT TO SCALE AWWA C502 (LATEST REVISION) FIRE HYDRANT, (MUELLER SC 250, MODEL A-423) NOTE: CAST IRON COLLAR AND LID 18"X18" AS PER SECTION02645. CONIC. PAD, FLUSH FIRE HYDRANT TO BE A MIN. MARKED WATER {TYP) WITH NATURAL GROUND 181, 4'-0" BURY UNLESS OTHERWISE FIELD REPLACEABLE NOZZLES: PROVIDE TWO (2) 2-1/2 - NOT N PLAN AN PROFILE EO 0 DSHEETS. INCH NST HOSE NOZZLES AND ONE (1) 4 INCH PUMPER NATURAL GROUND ___ _ _ NOZZLE, 4.THREADS PER INCH AND 4.84 PITCH DIAMETER11 - _ _ _ FIRE HYDRANT NOTES: THREAD CONFIGURATION. 1. ALL FIRE HYDRANTS SHALL CONFORM TO CITY OF 7. NEW FIRE HYDRANTS REPLACING THOSE TO BE 2" MIN. TO 6" MAX. HUMBLE FIRE DEPARTMENT REQUIREMENTS. SALVAGED SHALL BE PLACED 2'= EITHER SIDE OF SPACING ABOVE VARIES, SEE PLAN AND PROFILE SLITS. I I I - THE EXISTING- FINISHED GRADE ) #4 BARS - 61 2. ALL FIRE HYDRANTS SHALL BE LOCATED 3' BACK OF VALVE BOX. SEE SPEC. 02604 CURB FOR CURBANDGUTTERSTREETSAND3' 8. FIRE HYDRANTS SHALL BE SPACED AT APPROXIMATELY INSIDE RIGHT-OF- WAY (2' ABSOLUTE MIN.) FOR 500' FOR RESIDENTIAL AREAS AND 300' FOR 11 AWWA C509 (LATEST REVISION) ROADSIDE DITCH STREETS. COMMERCIAL AREAS. 6" RESILIENT WEDGE GATE VALVE 3. FIRE HYDRANTS SHOWN AT INTERSECTIONS SHALL BE 9. FIRE HYDRANTS LOCATED IN AREAS OTHER THAN 3 CU. FT. OF CLEAN, W/ SCREW -TYPE BOX LOCATED AT THE CURB RETURN FOR CURB AND INTERSECTIONS SHALL BE LOCATED AT SIDE OF LOT RAINBOW GRAVEL W/ TEXTILE WRAP I4--+ GATE VALVE. SEE SPEC. 02640GUTTER STREETS AND ATTHEPROPERTYCORNERLINES, UNLESS SHOWN OTHERWISE ON PLANS AND AROUND EHOYDRANT DRAINI - 6" LEAD MECHANICAL RESTRAINT D.I. TEE, M.J. I OPEN COUNTER CLOCKWISE FOR ROADSIDE DITCH STREETS UNLESS OTHERWISE APPROVED BY OWNER. I (MEGALUG) SHOWN ON PLANS AND APPROVED BY OWNER. I I 70. NEW FIRE HYDRANTS SHALL BE LOCATED IN ALL 4. ALL FIRE HYDRANTS SHALL HAVE A MINIMUM OF AREAS WHERE EXISTING FIRE HYDRANTS ARE TO BE , , I I I 5'-O" LEAD PIPE. LEAD PIPES SHALL NOT EXCEED SALVAGED. 100' IN LENGTH AND SHALL HAVE NO VERTICAL OR HORIZONTAL BENDS. 11. IN THE EVENT THAT A PROPOSED FIRE HYDRANT T LEAD L J - li3 CANNOT BE LOCATEDINAREADESCRIBEDASCONC. THRUST BLOCKING. STAINLESS STEEL 5. EACH FIRE HYDRANT LEAD SHALL HAVE AVALVE, PER TYPICAL, ULTIMATE LOCATION OF FIRE HYDRANTS PLACE AGAINST UNDISTURBED RESTRAINING RODS SPECIFICATIONS, BEING EITHER A GATE VALVE WITH A SHALL BE AS DETERMINED BY OWNER. EARTH. City Of Humble, TeXaS TEE CONNECTION TO THE MAIN OR A TAPPING SLEEVE CONC. THRUST BLOCKING. - AND VALVE CONNECTION TO THE MAIN. 12. NEW FIRE HYDRANTS SHALL BE SET PLUMB AND MECHANICAL RESTRAINT PLACE AGAINST UNDISTURBED PRECAST 11 CONC. LEVEL. ( MEGALUG) EARTH. UNDISTURBED SOIL PAD (SIZED TO FIT City Standard Details VALVESA L NOT BE LOCATED PROP. VALVE) Water Line Construction Details 1. of 3 ANY DITCH. STAINLESS STEEL FRONT ELEVATION SIDE ELEVATION STANDARD FIRE HYDRANT DETAIL RESTRAINING RODS Jab No.: Scale: SHEET NOTTO SCALE GATE VALVE INSTALLATION DETAIL Date; BYebruary 2019 ORT : N/ A VERT : N/A One Inch i NOT TO SCALE Chkd By: ;ystl-.eaa ' of 17 LIMITS - ALL AREAS DISTURBED BY CONSTRUCTION (WIDTH VARIES) PROP. PAVEMENT EXIST. SOD k^" C PROP. SUBGRADE I IF E - TRENCH WIDTH FINISHED GRADE I I WWI AMA .1. 01ft M - I qW0 LI - -I i EII 7 1 1' FORREST DANIELL 2" TO jr t F12" Associates, P.C. MAX. INSTALL ST. AUGUSTINE GRASS ..IIf I SODDING IN ALL DISTURBED AREAS ',- I III o (SEE SODDING NOTES BELOW) ", 1 LlI I ? v o BEDDING AND BACKFILL NOTES: o w - - A. BANK SRND PLACED BEFORE PIPE IS LAID. m 1„ m B. BANK SAND PLACED AFTER PIPE IS LAID, THOROUGHLY RODDED AND MECHANICALLY TAMPED TO MIN 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM D-698 12" PIPE O.D. 12" z 12" PIPE O.D. 12" z C. SELECT EARTH BACKFILL, MAX. LIQUID LIMIT 40 ASTM D4318, P.I. MIN 7, MAX 20 CONTAINING z z NO ROCKS OR OTHER DEBRIS NOR CONTAINING ANY DIRT CLODS EXCEEDING 6" IN ANY iv o o DIMENSION. PLACED IN 6" LAYERS AND COMPACTED TO AT LEAST 95% OF THE MAXIMUM m STANDARD PROCTOR DRY DENSITY ( ASTM D698) AND AT A MOISTURE CONTENT WITHIN TWO m PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT. m W CO m W D. CEMENT STABILIZED SAND (AS PER SPECIFICATIONS) t a a SODDING NOTES: 1. SODDING SHALL BE INSTALLED IN AREAS DISTURBED BY CONSTRUCTION. TuD&A 6" MIN. 9' MIN. 2, CONTRACTOR SHALL REPLACE SODDING IN AREAS DAMAGED BY CONSTRUCTION AND THE REPLACEMENT SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. WATER PIPE TRENCH DETAIL WATER PIPE TRENCH DETAIL 3. IF EXISTING LANDSCAPING OTHER THAN GRASS IS WITHIN THESE AREAS, THE CONTRACTOR SHALL FOR PIPES UNDER CONCRETE PAVEMENT FOR PIPES UNDER NATURAL GROUND REBUILD OR REINSTALL THE LANDSCAPING AT NO ADDITIONAL COST TO THE PROJECT. Architecture & Planning BEDDING, BACKFILL, AND SODDING NOTES FOR TRENCH DETAILS BOOT AmerlCan Way NOT TO SCALE Daphne, AL 36526 251.625. 6490 wk. 251. 625.6494 fx. www. fdaniefl.com HALF SECTION UNDERHALF SECTION NATURAL GROUND FINISH GRADE NATURAL GROUN NATURAL GROUND Q SOD PER UNDER PAVEMENT PAVEMENT SPECIFICATIONS I r V V J-` .%%,I I_\ r-, 1-1 I- i N J I , t , `i-. , ` I` r '- V r J\/ y \i I\ I \ '\ I \ CEMENT STABILIZED SAND i \Jr `-` I i i r 1-` r BACKFILL PER i, :rami - mil_ `%I I` 1 ,` -` ` SPECIFICATIONS Jr i i-, " ` j r ` I` : i lip a. ir: ` ' I r- .' V_ ` i' BACKFILL PER ac Wti i TI-JI ', i1 " I I i \ % i-` SPECIFICATIONS 0 ANNULAR SPACE Y/`Y// .. . - V11 AROUND PIPE o AUGER HOLE z SPRING LINE 0 SPRING LINE W 12" a - JOINT MIN. cEMBEDMENTPER c I I SPECIFICATIONS-j FILLANNULAR SPACE - I ' AS REQUIREDBYSPECIFICATIN LEDMENT BOTTOM OF AUGER PIT MATERIALDRYBOTTMAUGER IT WIDTH PER SPECIFICATIONS LENGTH OF THE AUGER PIT SECT THE ANNULAR SPACE AROUND AUGERED PIPE AT ALL STREET, ROADWAY, AND DRIVEWAY ELEVATION CROSSINGS SHALL BE PRESSURE GROUTED THE ENTIRE LENGTH. (NO SEPERATE PAY) DIAMETER OF AUGER HOLE SHALL NOT EXCEED PIPE BELL DIAMETER PLUS 2- INCHES AUGER PIT AND AUGER HOLE NOT TO SCALE SYMME ABOUT I RICAL HALF SECTIONHALFSECTIONUNDER REVISIONS UNDER PAVEMENT NATURAL GROUND PROP. PAVEMENT NATURAL GROUND Q i' fir' T>I- \ 12" PROP. SUBGRADE MAX y J It I , " -' % BACKFILL IN CEMENT i- r- l , TRENCH ZONE PER SPECIFICATIONS iT SAND ZED Ir _ 17 IT, 11 r1 OcPo- vD Co Oo 0080` 5000 o FILTER FABRIC J O° (MIN 12" LAP) CRUSHED STONE EMBEDMENT 12" D ,. 12" NOTES: Ii 0 ov 1. ACTUAL SHAPE OF CONCRETE TRENCH DAM CROSS SECTION MAY BE 0 8- O°O DETERMINED BY CONTRACTOR IN FIELD, MEETING MINIMUM THICKNESS°O°oo0 AND KEY DEPTH REQUIREMENTS. Oo` d"'co0oo0 OSO°O O o O OO O O d D 2. THIS DETAIL ISTOBEUSEDTOPROVIDEAFIRMSTABLETRENCH00°0 00 O JoBOTTOMWHEREMECHANICALDEWATERINGCANNOT PROVIDE A FIRM STABLE TRENCH BorroM, TYPICAL CROSS- SECTION 3. IN THE EVENT A FIRM STABLE TRENCH BOTTOM CANNOT BE OBTAINED PRIOR TO IMPLEMENTING THIS DETAIL OR AFTER IMPLEMENTING THIS DETAIL, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OR OWNER'S REPRESENTATIVE. F< 4. CRUSHED STONE EMBEDMENT SHALL MEET ASTM D2321 CLASS IA, O°O OI CLASS IB OR CLASS H MATERIAL. USE A SUITABLE GRADED MATERIAL WHERE CONDITIONS MAY CAUSE MIGRATION OF FINES AND LOSS OF PIPE SUPPORT. FOR SEVERE CONDITIONS A SPECIAL FOUNDATION MAY BE REQUIRED. NOTIFY THE ENGINEER OR OWNER'S REPRESENTATIVE IF SUCH CONDITIONS ARE PRESENT. DiREcnoN PIPE unw 5. TRENCH DAM SHALL BE PLACED A MINIMUM OF ONE BETWEEN EACH MANHOLE WHEN INSTALLED WITH SANITARY SEWERS OR 300 FEET WHICH EVER IS LESS WHEN INSTALLED WITH SANITARY SEWERS OR WATERLINES. O , s• ". o0oOc0 M ' O Oo0 CONCRETE TRENCH DAM KEYED MIN 6" INTO TRENCH BOTTOM AND WALLS LONGITUDINAL SECTION ALONG PIPE CENTERLINE AT FOUNDATION TRENCH DAM WET CONDITION BEDDING NOT TO SCALE C 1 Z' MIN DEPTH CRUSHED STONE FOUNDATION AS NEEDED SEEPAGE FORAINAGE CRETE STONE N7GROUP 16060 DILLARD DR., SUITE 250 HOUSTON, TEXAS 77040 713-688- 3530 T.B. P.E.L. S. FIRM F-21237 & #10194679 T.B. A.E. FIRM # BR3949 Im DETAIL SHEET 40F4 PEA JOB f 23- 1243 DATE: APRIL 8, 2024 C- 8.3 z CL z z w CL Q- U) w w cl w w w w D (D U) 04 Z ZCl) w w :Z: N z 0U) z 06 06 FA 0 (D ob w Z :LLi: Is, so, ::: 0000 w w w :0:0? dew w < 0 > 12 Cf) 0 U) I C/) C/) z LL w < < < 0 —1 0 P: P a— w Of w w x > < < < w x 0 w 0 m m m 0 uj C) (N CY) LO z cn L izco mi am Tl 3NIHSNOOW co uj Aj LO 1 1110 0 u ZW0C3CD LUCIOOA)iv Dk D; 1,D n M < NOS'II/I\ N 3)iv-1 LU 9 SINN3D n z CD oHOSWHvn qCr 4 < L&Juj 1 1: r- U LL Z um (I-10 r- NGisnOH am J 0 cn ca (W) um uj in 0 uj 4c mz j 3 3 3 FM MI: 0. 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C% C13 -0 M z 0 A 0 r- it M Rio 05 H 0112c/) z cr) M M ca M V ca 0 X l' 12w MIN n DEPTH VARIES 0 Pi M z 17 z M 0 A U) 0C) " w*4 Igo 3F C3 M > r- ; 'w M 03 F_ La C. c z SR 0 0 M c ca 0 52X z 0 z A 60 is -A; f -ON' 6* En 4 U) rn If 0 F 0 J SEE -PEM 0 0*.* Co-* eme 0:c) a G) ;0 r- Zj Z: 00 0 a z col 0 REV DATE DESCRIPTION 1 11/02/06 1 M 0 c M 0 M Ll L 4%*Y IOU 1 'Y4._. 1 'Y4* Y4 0 M 0 1 Z r- a).--' rn z 0 M KE2 M c- G-) DEPTH VARIES SEE PLAN S-6* 0 z A 60 is -A; f -ON' 6* En 4 U) rn If 0 I IT F 0 J SEE -PEM 0 0*.* Co-* eme 0:c) a G) ;0 r- Zj Z: 00 0 a z col 0 REV DATE DESCRIPTION 1 11/02/06 1 M 0 c 0 M SHEET TITLE: 4%*Y IOU 1 'Y4._. 1 'Y4* Y4 M 0 1 Z r- a).--' rn M KE2 M c- I IT F 1 77 =--1 I r rM 1 r___7 SEE -PEM 0 0*.* Co-* eme 0:c) a G) ;0 r- Zj Z: 00 0 a z col L F 0 SEE -PEM 0 0*.* Co-* eme 0:c) a G) ;0 r- Zj Z: 00 0 a 0 z col 0 REV DATE DESCRIPTION 1 11/02/06 1 M 0 c 6-1 2-6" ca a 4-1 VARIES SEE PLAN X-6 Rg CD ca I > ca in - 69 8-Y4n VARIES 50 Z 0 SEE -PEM PROJECT: HUMBLE AREA FIRST BAPTIST CHURCH CHILDREN'S BUILDING HUMBLE TEXAS 0*.* Co-* eme 0:c) a G) ;0 r- Zj Z: 00 0 a STANLEY ENGINEERING COMPANY, INC. 6335 GULFTON SUITE 210 HOUSMN, TEXAS 77081 713-776-94,33 SEC JOB NO. 0690-0001) REV DATE DESCRIPTION 1 11/02/06 ISSUED FOR PRICING SHEET TITLE: 1w 1p go 5* MM rn 0 P 4 cl 51 ILyL ch V -V alf 6. 8w VARIES 7)41' 5 4 C) 0 M 2!; > I Ago rt rn rn- F9 X Gj pr co 2j e U g L2 M M 1 z 0 0 Z 0 C_ z 0 PROJECT: HUMBLE AREA FIRST BAPTIST CHURCH CHILDREN'S BUILDING HUMBLE TEXAS 0*.* Co-* eme 0:c) a G) ;0 r- Zj Z: 00 0a STANLEY ENGINEERING COMPANY, INC. 6335 GULFTON SUITE 210 HOUSMN, TEXAS 77081 713-776-94,33 SEC JOB NO. 0690-0001) REV DATE DESCRIPTION 1 11/02/06 ISSUED FOR PRICING SHEET TITLE: c 2 CD c c I O 0 Q0 V- 111011 a4, LL - c Cj Q) W I.- Z 0 Z M;z W w <;x in cr - _3 W ri) 3: v- zCLM -j < LLJ to - M 0LL1to00in < U) (j) :r 0 W 0 z<oW<<6 owl'-Owm< m >- Lu LLI a. m0crM11-- .0 Ljj(DLL W LLDi r U3 z < 0 - 1 CO) ZDI.- LL a - z M M IX 0 LLJ U. ui :3wbxwWMMDINOOLLIZ - W < LL a W w WD z 5-6 3 - -<d<wwowInimW0Xx -j 0 D >i ca Lu 6 Z0W0 < W a: 0 LLJ < 0 W n-JWMOLLJ Lr) M z 0 - 5 < WLLx0ZW - j 0-W<xw- <Z-izw MEI-- Z 11"- wmwza-Dco -o< W 0 < < C.) 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D 0,,o m CL z LLJ D of 0 z cr- z 0 F- cn cn7 0 0 j CL 0 m C) O:' C"4 0 C :D LLJ LLJ r--4 00 LLJ LLJ U) LLJ 0 j LLJ LJ C) 2: x 0 2 of D C) CD Lr) j cO o U5 LLJ a- LLJLLJ MM mM E (ny (n ry LLJ M LL. c::: af cn z L'i E z LLI j LL- LL- L<LLL. 00 3;: C/) LLJ LLJ 0 w 0 0 00 1-- UJ L.Li 0 C) Z: cn I- D LLJ 0 Q LLJ 0 L Lj f) 0 (D LL - T< J* V) fy z D 0 El z LLJ Z z 3: LLJ r) LLJI- 0 El 7 1F El D Elz z U) C) LLJ 0 w W 0LL- LLI m 0 H z a- 0 0 0 12 i s C) 0 0 C) n 0 L) LU LLJ 00 cic Of CL a_ L - z L, 00 uj P-1 06i 0 LLI cl: 5 Cr 0: LLJ 01-1 Li m LLJ W u CA 7- AM. z C) CL 0 LLJ a_ 1001 FANNIN STREET FIRST CITY TOWER, SUITE 4040 HOUSTON, TX 77002 PHONE: (713) 622-1180 FAX: (713) 622-7021 PHONE: FAX: PHONE: FAX: PHONE: FAX: PHONE: FAX: PHONE: FAX: PHONE: FAX: PHONE: FAX: PHONE: FAX: PHONE: FAX: PHONE: FAX: C: \ U s e r s \ w i l l . t r o t t y \ D o c u m e n t s \ A l d i n e I S D I n t e r m e d ia t e S c h o o l O n e S t o r y _ C E N T R A L _ w i l l i a m . t r o t t y . r v t 11 / 1 7 / 2 0 1 6 2 : 0 5 : 0 0 A M 11/16/2016 R306407.01 G0 . 0 0 CO V E R S H E E T TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX IS S U E F O R B I D ALDINE INDEPENDENT SCHOOL DISTRICT 1617 LAUDER ROAD HOUSTON, TEXAS 77039 (281) 985-6373 (281) 442-6716 CIVIL ENGINEER STANLEY SPURLING & HAMILTON 3301 EDLOE STREET, SUITE 200 HOUSTON, TEXAS 77027 (713) 776-9433 (713) 776-2439 STRUCTURAL ENGINEER ASA DALLY 9800 RICHMOND AVENUE SUITE 460 HOUSTON, TEXAS 77042 (713) 337-8881 (713) 337-8882 MEP ENGINEER STANTON ENGINEERING GROUP, LLC 1300 W. SAM HOUSTON PARKWAY S SUITE 121 HOUSTON, TEXAS 77042 (713) 300-9292 LANDSCAPE CONSULTANT M2L ASSOCIATES 8955 KATY FREEWAY, SUITE 300 HOUSTON, TEXAS 77024 (713) 722-8897 (713) 722-8048 TECHNOLOGY KME SALAS O'BRIEN 10930 W SAM HOUSTON PKWY STE 900 HOUSTON, TEXAS 77494 (713) 807-7100 FOOD SERVICE FOOD SERVICE DESIGN PROFESSIONALS 26215 OAK RIDGE DRIVE HOUSTON, TEXAS 77380 (281) 350-2323 ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES 4617 MONTROSE BLVD. SUITE C201 HOUSTON, TX 77006 COST ESTIMATOR PROJECT COST RESOURCES 2800 FM 359 RICHMOND, TX 77046 (281) 350-2323 PROGRAM MANAGER JLL 1400 POST OAK BLVD. SUITE 1100 HOUSTON, TEXAS 77056 (713) 425-5877 TDLR# EABPRJB7803858 01DRAWING SHEET INDEX SHEET LOG SHEET NO.SHEET NAME FOOD SERVICES FS 001 FS COORDINATION PLAN FS-1 FS EQUIPMENT PLAN FS-1A FS FACILITY MODEL FS-1B FS EQUIPMENT MODEL FS-1C FS CAMERA VIEW FS-2 FS SPECIAL CONDITIONS/ MECH PLAN FS-3 FS PLUMBING PLAN FS-3A FS REFRIGERATION PLAN FS-3B FS REVERSE OSMOSIS FS-4 FS ELECTRICAL PLAN FS-5 FS ELEVATIONS FS-6 FS SECTIONS & DETAILS FS-7 FS DETAILS FS-8 FS DETAILS STRUCTURAL S0.00 3D VIEW & SHEET INDEX S0.01 GENERAL STRUCTURAL CRITERIA S1.01 OVERALL FOUNDATION PLAN S1.01A FOUNDATION PLAN AREA A S1.01B FOUNDATION PLAN AREA B S1.01C FOUNDATION PLAN AREA C S1.01D FOUNDATION PLAN AREA D S1.01E FOUNDATION PLAN AREA E S1.01F FOUNDATION PLAN AREA F S1.01G FOUNDATION PLAN AREA G S2.01 MISC FRAMING PLANS & DETAILS S2.11 COMPOSITE LOW ROOF FRAMING PLAN S2.11A LOW ROOF FRAMING PLAN AREA A S2.11B LOW ROOF FRAMING PLAN AREA B S2.11C LOW ROOF FRAMING PLAN AREA C S2.11D LOW ROOF FRAMING PLAN AREA D S2.11E LOW ROOF FRAMING PLAN AREA E S2.11F LOW ROOF FRAMING PLAN AREA F S2.11G LOW ROOF FRAMING PLAN AREA G S2.21 COMPOSITE HIGH ROOF FRAMING PLAN S2.21A ENTRY ROOF FRAMING PLAN S2.21D SKYLIGHT ROOF FRAMING PLANS S2.21E HIGH ROOF FRAMING PLAN AREA E S2.21G HIGH ROOF FRAMING PLAN AREA G S3.01 DRILLED PIER & PLINTH SCHEDULE & DETAILS S3.02 COLUMN SCHEDULE S4.01 TYPICAL BRACE ELEVATIONS & DETAILS S4.02 BRACE ELEVATIONS S5.01 TYPICAL FOUNDATION DETAILS S5.02 FOUNDATION DETAILS S5.03 FOUNDATION DETAILS S5.04 TENNIS COURT PLAN S5.05 TENNIS COURT DETAILS S6.01 TYPICAL FRAMING DETAILS S6.02 ROOF FRAMING DETAILS S6.03 ROOF FRAMING DETAILS S6.05 STANDARD STEEL & CMU SECTIONS MECHANICAL MEP1.00T MEP SITE PLAN TOWNSEN MECHANICAL M2.01A LEVEL 1 MECHANICAL PLAN - AREA A M2.01B LEVEL 1 MECHANICAL PLAN - AREA B M2.01C LEVEL 1 MECHNICAL PLAN - AREA C M2.01D LEVEL 1 MECHANICAL PLAN - AREA D M2.01E LEVEL 1 MECHANICAL PLAN - AREA E M2.01F LEVEL 1 MECHANICAL PLAN - AREA F M2.01G LEVEL 1 MECHANICAL PLAN - AREA G M2.02 ROOF MEHCANICAL PLAN M3.01 ENLARGED MEHCANICAL PLANS M4.00 MECHANICAL SCHEDULES M4.01 MECHANICAL DETAILS M5.00 MECHANICAL DETAILS M5.01 MECHANICAL DETAILS M6.00 MECHANICAL SCHEMATICS ELECTRICAL EL2.01A LEVEL 1 LIGHTING PLAN - AREA A EL2.01B LEVEL 1 LIGHTING PLAN - AREA B EL2.01C LEVEL 1 LIGHTING PLAN - AREA C EL2.01D LEVEL 1 LIGHTING PLAN - AREA D EL2.01E LEVEL 1 LIGHTING PLAN - AREA E EL2.01F LEVEL 1 LIGHTING PLAN - AREA F EL2.01G LEVEL 1 LIGHTING PLAN - AREA G ELECTRICAL EP2.00 ROOF MEHC/ELEC COORDINATION PLAN EP2.01A LEVEL 1 POWER PLAN - AREA A EP2.01B LEVEL 1 POWER PLAN - AREA B EP2.01C LEVEL 1 POWER PLAN - AREA C EP2.01D LEVEL 1 POWER PLAN - AREA D EP2.01E LEVEL 1 POWER PLAN - AREA E EP2.01F LEVEL 1 POWER PLAN - AREA F EP2.01G LEVEL 1 POWER PLAN - AREA G EP2.01K ENLARGED KITCHEN POWER PLAN EP2.01M ENLARGED MEZZANINE PLAN EP2.01P ENLARGED POWER PLANS ELECTRICAL EFA2.01 FIRE ALARM PLAN A EFA2.02 FIRE ALARM PLAN B EFA2.03 FIRE ALARM PLAN C ELECTRICAL E3.00 THEATRICAL LIGHTING FLOOR PLANS E3.01 THEATRICAL LIGHTING RISERS E3.02 CAFETERIA LOCAL SOUND FLOOR PLAN E3.03 GYMNASIUM LOCAL SOUND FLOOR PLANS E5.00 ELECTRICAL SCHEDULES E5.01 ELECTRICAL DETAILS E5.02 ELECTRICAL DETAILS E5.03 ELECTRICAL DETAILS E6.00 ELECTRICAL, LIGHTING CONTROL, DETAILS E6.01 ELECTRICAL LIGHTING CONTROL DETAILS E6.02 ELECTRICAL, LIGHTING CONTROL DETAILS E6.03 ELECTRICAL LIGHTING CONTROL DETAILS PLUMBING P2.01A LEVEL 1 PLUMBING PLAN - AREA A P2.01B LEVEL 1 PLUMBING PLAN - AREA B P2.01C LEVEL 1 PLUMBING PLAN - AREA C P2.01D LEVEL 1 PLUMBING PLAN - AREA D P2.01E LEVEL 1 PLUMBING PLAN - AREA E P2.01F LEVEL 1 PLUMBING PLAN - AREA F P2.01G LEVEL 1 PLUMBING PLAN - AREA G P2.02 ROOF PLUMBING PLAN P3.00 ENLARGED PLUMBING PLANS - KITCHEN AND MEZZANINE P3.01 ENLARGED PLUMBING PLAN - TYPICAL SCIENCE LAB P4.00 PLUMBING SCHEDULES & DETAILS P4.01 PLUMBING SCHEDULES & DETAILS P4.02 PLUMBING SCHEDULES & DETAILS P5.00 PLUMBING AND GAS RISER DIAGRAMS TECHNOLOGY T1.01 TECHNOLOOGY FIRST FLOOR COMPOSITE PLAN T1.02 TECHNOLOGY TOWNSEN SITE PLAN T2.01 TECHNOLOGY FIRST FLOOR PLAN - AREA A T2.02 TECHNOLOGY FIRST FLOOR PLAN - AREA B T2.03 TECHNOLOGY FIRST FLOOR PLAN - AREA C T2.04 TECHNOLOGY FIRST FLOOR PLAN - AREA D T2.05 TECHNOLOGY FIRST FLOOR PLAN - AREA E T2.06 TECHNOLOGY FIRST FLOOR PLAN - AREA F T2.07 TECHNOLOGY FIRST FLOOR PLAN - AREA G T3.01 TECHNOLOGY SCHEDULES, NOTES, AND DETAILS T3.02 TECHNOLOGY ENLARGED PLANS SHEET LOG SHEET NO.SHEET NAME GENERAL G0.00 COVER SHEET G0.01 SHEET INDEX G0.02 PROJECT INFORMATION, ABBREVIATIONS, SYMBOLS & LEGEND G1.02 BUILDING CODE ANALYSIS G2.01 LIFE SAFETY PLAN G2.02 OCCUPANT LOAD CALCULATIONS G4.01 ACCESSIBILITY DETAILS G4.02 ACCESSIBILITY DETAILS CIVIL C1.1 GENERAL NOTES - TOWNSEN C1.2 OVERALL SITE PLAN - TOWNSEN C2.1 ENLARGED GRADING SITE PLAN C2.2 ENLARGED GRADING SITE PLAN C3.1 DRAINAGE AREA MAP C3.2 ENLARGED DRAINAGE SITE PLAN - TOWNSEN C3.3 ENLARGED DRAINAGE SITE PLAN - TOWNSEN C4.1 ENLARGED UTILITY PLAN - TOWNSEN C5.1 PAVING AND PAVING JOINT DETAILS C6.1 DETAILS C7.1 STORM WATER POLLUTION PREVENTION PLAN C7.2 SWPP DETAILS LANDSCAPE L000 SITE DEVELOPMENT PLAN L100 TREE PRESERVATION PLAN L201 BUILDING ENTRY & COURTYARD GRADING PLAN L202 OUTDOOR CLASSROOMS GRADING PLAN L301 BUILDING ENTRY & COURTYARD LAYOUT PLAN L302 8TH GRADE OUTDOOR CLASSROOM LAYOUT PLAN L303 6TH & 7TH GRADE OUTDOOR CLASSROOM LAYOUT PLAN L401 CONTRUCTION DETAILS 1 OF 7 L402 CONSTRUCTION DETAILS 2 OF 7 L403 CONTRUCTION DETAILS 3 OF 7 L404 CONSTRUCTION DETAILS 4 OF 7 L405 CONSTRUCTION DETAILS 5 OF 7 L406 CONSTRUCTION DETAILS 6 OF 7 L407 CONSTRUCTION DETAILS 7 OF 7 L501 BUILDING ENTRY & COURTYARD PLANTING PLAN L502 OUTDOOR CLASSROOMS PLANTING PLAN L600 IRRIGATION MAINLINE DIAGRAM L601 FOOTBALL FIELD IRRIGATION PLAN L701 TREE PRESERVATION DETAILS 1 OF 2 L702 TREE PRESERVATION DETAILS 2 OF 2 L703 PLANTING DETAILS L801 IRRIGATION DETAILS 1 OF 2 L802 IRRIGATION DETAILS 2 OF 2 ARCHITECTURAL A0.10 SITE PLAN - TOWNSEN A0.20 SITE DETAILS A0.21 SITE DETAILS A1.01 MASTER FLOOR PLAN A1.01A FLOOR PLAN LEVEL 1 AREA A A1.01B FLOOR PLAN LEVEL 1 AREA B A1.01C FLOOR PLAN LEVEL 1 AREA C A1.01D FLOOR PLAN LEVEL 1 AREA D A1.01E FLOOR PLAN LEVEL 1 AREA E A1.01F FLOOR PLAN LEVEL 1 AREA F A1.01G FLOOR PLAN LEVEL 1 AREA G A1.30 ROOF PLAN A1.61 REFLECTED CEILING PLAN - LEVEL 1 A1.61A REFLECTED CEILING PLAN - LEVEL 1 AREA A A1.61B REFLECTED CEILING PLAN - LEVEL 1 AREA B A1.61C REFLECTED CEILING PLAN - LEVEL 1 AREA C A1.61D REFLECTED CEILING PLAN - LEVEL 1 AREA D A1.61E REFLECTED CEILING PLAN - LEVEL 1 AREA E A1.61F REFLECTED CEILING PLAN - LEVEL 1 AREA F A1.61G REFLECTED CEILING PLAN - LEVEL 1 AREA G A1.65 ENLARGED RCP - BAND HALLS & CHORAL A1.66 ENLARGED RCP - CAFETERIA A1.67 ENLARGED RCP - LIBRARY & TEACHING THEATER A2.00 OVERALL EXTERIOR ELEVATIONS A2.01 EXTERIOR ELEVATIONS A2.02 EXTERIOR ELEVATIONS A2.03 EXTERIOR ELEVATIONS A2.04 EXTERIOR ELEVATIONS A3.00 BUILDING SECTIONS A3.20 EXTERIOR WALL SECTIONS A3.21 EXTERIOR WALL SECTIONS A3.22 EXTERIOR WALL SECTIONS A3.30 EXTERIOR WALL SECTION, SKYLIGHT A4.00 EXTERIOR PLAN DETAILS A4.01 EXTERIOR PLAN DETAILS A4.10 EXTERIOR DETAILS A4.22 INTERIOR DETAILS A4.60 ROOF DETAILS A5.00 FINISH SCHEDULE A5.10 PARTITION TYPES A5.11 PARTITION TYPES A5.15 WINDOW SCHEDULE A5.16 WINDOW SCHEDULE A5.17 INTERIOR WINDOW SCHEDULE A5.20 DOOR SCHEDULE & LEGEND - LEVEL 1 AREA A & B A5.21 DOOR SCHEDULE & LEGEND - LEVEL 1 AREA C A5.22 DOOR SCHEDULE & LEGEND - LEVEL 1 AREA D A5.23 DOOR SCHEDULE & LEGEND - LEVEL 1 AREA E & F A5.24 DOOR SCHEDULE & LEGEND - LEVEL 1 AREA G A5.40 DOOR DETAILS A6.00 ELEVATIONS - LOBBY A6.01 ELEVATIONS - LOBBY A6.02 ELEVATIONS - GRADE LEVEL CORRIDOR A6.03 ELEVATIONS - GRADE LEVEL CORRIDOR A6.04 ENLARGED PLANS & ELEVATIONS - ADMIN A6.05 ENLARGED PLANS & ELEVATIONS - ADMIN A6.06 ENLARGED PLAN & ELEVATIONS - LIBRARY A6.07 ENLARGED PLANS & ELEVATIONS - CLASSROOM & STRCTRD LRNNG A6.08 PLANS & ELEVATIONS - ADAPTIVE BEHAVIOR, DYSLEXIA, RTI & RESOURCE A6.09 ENLARGED PLANS & ELEVATIONS - SCIENCE LAB A6.10 ENLARGED PLAN & ELEVATIONS - ART STUDIO, SKILL SPC., & LOTC A6.11 ENLARGED PLAN & ELEVATIONS - COMPUTER & TECH LAB A6.12 ELEVATIONS - CAFETERIA A6.13 ENLARGED PLAN - DRAMA + STAGE A6.14 ENLARGED PLAN - BAND HALL 1 A6.15 ENLARGED PLAN - BAND HALL 2 A6.16 ENLARGED PLAN - CHORAL A6.20 ENLARGED PLANS & ELEVATIONS - ATHLETICS LOBBY, CONCESSIONS & RR A6.21A ENLARGED PLANS & ELEVATIONS - GYMNASIUM A6.21B GYMNASIUM STRIPING PLAN A6.22 ENLARGED PLANS & ELEVATIONS - PRACTICE GYM A6.24 ENLARGED PLANS & ELEVATIONS - GIRL'S LOCKER RM, TOILET, SHOWER A6.25 ENLARGED PLANS & ELEVATIONS - BOY'S LOCKER RM, TOILET, SHOWER A6.40 ENLARGED PLANS & ELEVATIONS - TOILET ROOM A6.41 ENLARGED PLANS & ELEVATIONS - TOILET ROOM A7.60 MILLWORK SECTIONS & DETAILS C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\lavell.fish\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_lavell.fish.rvt 11/18/2016 9:33:57 AM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 SHEET INDEX G0.01 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID WHISPERING BEIGE W O O D FIELDTREE T R OT WESTMINSTER VISTADALE HUNTERMO OR GRANGER BIRCHBARK COTTONGLADE T A T T E R S H A L L BUCKEYE ST A R RISI NG CRAIGBR IGHTS T ONE RI V E R M O ON WOODH ALL C H I P P L E G AT E BRIDGE BOLTON G A T E B I S H O P S KENSWICK POINT FOREST LIONSGATE LI O N SGATE BELLOW WALNUT B R I D G E LO NE P O P L A R GATE BISHOPS BURNT SWAN B E I G EW OOD CARMELWOOD LIMB O AK GATE LIONS FIELD PINE JASPERWOOD TAWNYWOODASH DALELEAF W OO D STAGE MEADOW 2 .6 POPLA R RIDGE BUCKEYE GL E N PINEMILL B R A N C HHICKORY A R B OR W A L K FORESTKNOLL O R C H A R D HUMBLE CITY K E N S W I C K LI M I T T E R LANDS H IR E UPWOOD HAVERHILL CAN WINDMERE SOUTHWICK C A N TER BUR Y D R O X EASTEX SHIRE RIDGE BIRCH Park County Jones Jesse CREEK AMBERWOOD PINES H SURVEY SITE WHISPERING BEIGE W O O D FIELDTREE T R O T WESTMINSTER VISTADALE HUNTERMO OR GRANGER BIRCHBARK COTTONGLADE T A T T E R S H A L L BUCKEYE ST A R RISI NG CRAIGBRIGHT S T ONE RI V E R M OON WOODHA LL C H I P P L E G AT E BRIDGE BOLTON G A T E B I S H O P S KENSWICK POINT FOREST LIONSGATE LI O N SGATE BELLOW WALNUT B R I D G E LO NE P O P L A R GATE BISHOPS BURNT SWAN B E I G EW OOD CARMELWOOD LIMB O AK GATE LIONS FIELD PINE JASPERWOOD TAWNYWOODASH DALELEAF W OO D STAGE MEADOW 2 .6 POPLA R RIDGE BUCKEYE GL E N PINEMILL B R A N C HHICKORY A R B O R W A L K FORESTKNOLL O R C H A R D HUMBLE CITY K E N S W I C K LI M I T T E R LANDS H IR E UPWOOD HAVERHILL CAN WINDMERE SOUTHWICK C A N TER BUR Y D R O X EASTEX SHIRE RIDGE BIRCH Park County Jones Jesse CREEK AMBERWOOD PINES H SURVEY SITE WHISPERING BEIGE W O O D FIELDTREE T R O T WESTMINSTER VISTADALE HUNTERMO OR GRANGER BIRCHBARK COTTONGLADE T A T T E R S H A L L BUCKEYE ST A R RISI NG CRAIGBRIGHT S T ONE RI V E R M OON WOODHA LL C H I P P L E G AT E BRIDGE BOLTON G A T E B I S H O P S KENSWICK POINT FOREST LIONSGATE LI O N SGATE BELLOW WALNUT B R I D G E LO NE P O P L A R GATE BISHOPS BURNT SWAN B E I G EW OOD CARMELWOOD LIMB O AK GATE LIONS FIELD PINE JASPERWOOD TAWNYWOODASH DALELEAF W OO D STAGE MEADOW 1960 2 .6 POPLA R RIDGE BUCKEYE GL E N PINEMILL B R A N C HHICKORY A R B O R W A L K FORESTKNOLL O R C H A R D HUMBLE CITY K E N S W I C K LI M I T T E R LANDS H IR E UPWOOD HAVERHILL CAN WINDMERE SOUTHWICK C A N TER BUR Y D R O X EASTEX SHIRE RIDGE BIRCH Park County Jones Jesse CREEK AMBERWOOD PINES H SURVEY SITE SECTION GRADE/EARTH CMU BRICK PRECAST CONCRETE CAST/CUT STONE NATURAL STONE STEEL ALUMINUM BRASS/BRONZE CONT. WOOD BLOCKING GRAVEL SAND CONCRETE DISCONT. WOOD SHIM FINISHED WOOD PLYWOOD SPRAYED FIREPROOFING BATT/BLANKET/ ACOUS INSULATON RIGID INSULATION ROOF DECK INSULATION EXTERIOR PLASTER & LATH GYPSUM SHEATHING GYPSUM WALLBOARD BACKER ROD & SEALANT ACOUS. CEILING PLASITIC LAMINATE CERAMIC/QUARRY TILE JOINT FILLER CARPET GLASS/MIRROR OR ELEVATION OR NORTH ARROW 01/A-1.10 ENLARGE FLOOR PLAN REFERENCE 01 A-7.20 ENLARGE DETAIL REFERENCE 01 A-3.00 BUILDING SECTION 01 A-3.20 WALL SECTION 01 A-4.00 DETAIL SECTION EXTERIOR ELEVATION INTERIOR ELEVATION 11 5/8" 5" DIMENSIONS MATCHLINE 1 REVISION NUMBER & AFFECTED AREA EXISTING ELEVATION WINDOW TYPE LEVEL NAME 0' - 0"VERTICAL ELEVATION EX: 152' - 6" NEW ELEVATION152' - 6" A3 1 PARTITION DESIGNATION HOURLY "FIRE RESISTIVE RATING" 22 ROOM NAME ROOM NAME & NUMBER INDENTIFICATION PARTITION TYPE RE: PARTITION SHEETS A-5.10 & A-5.11 1001A DOOR/OPENING IDENTIFICATION 1001 EXIT SIGN w/ CHEVRON (DIRECTIONAL ARROWS) FLUORESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE SYMBOLS DESCRIPTION 01 A-4.00 OR 01 A-2.00 01/A-1.13 01/A-1.14 09111.A02 - METAL STUD FRAMING SPECIFICATION SECTION DESCRIPTION KEYNOTE N 01/A2.00 STOR STORAGE STRUCT STRUCTURE/STRUCTURAL S/AD SUPPLY AIR DIFFUSER SUSP SUSPENDED SW SWITCH SYN SYNTHETIC TKBD TACKBOARD TEL TELEPHONE TTC TELEPHONE TERMINAL CABINET TV TELEVISION TEMP TEMPERED TRZO TERRAZZO TCOC TEXTURE COATING ON CONCRETE THK THICK(NESS) THRES THRESHOLD TOC TOP OF CURB TOS TOP OF STEEL TOSS TOP OF STRUCTURAL SLAB TRANS TRANSFORMER T TREAD TYP TYPICAL UL UNDERWRITERS LABORATORY UofC UNIVERSITY OF CALIFORNIA UNO UNLESS NOTED OTHERWISE UR URINAL VAC VACUUM VERT VERTICAL VEST VESTIBULE VCT VINYL COMPOSITE TILE VWC VINYL WALLCOVERING WH WALL HUNG WC WATER CLOSET WR WATER RESISTANT WP WATERPROOF(ING) WT WEIGHT WWF WELD WIRE FABRIC WF WIDE FLANGE WWIDTH WDW WINDOW W/ WITH W/I WITHIN W/O WITHOUT WD WOOD W.P. WORK POINT WI WROUGHT IRON &AND ANGLE @AT CENTERLINE [ CHANNEL / PER PLATE ROUND/DIAMETER SQUARE GR GRADE/GRADING GMP GUARANTEED MAXIMUM PRICE GD GUARD GYP. GYPSUM HDCP HANDICAPPED HDW HARDWARE HDWD HARDWOOD HD HEAD HVAC HEATING/VENTILATING/AIR CONDITIONING HHEIGHT HC HOLLOW CORE HM HOLLOW METAL HORIZ HORIZONTAL HP HORSEPOWER HB HOSE BIBB HR HOUR HYD HYDRANT INCAND INCANDESCENT IN INCH INCL INCLUDE INFO INFORMATION ID INSIDE DIAMETER IPS INSIDE PIPE SIZE INSUL INSULATION/INSULATING INT INTERIOR JAN JANITOR JT JOINT JST JOIST LAM LAMINATE(D) LAV LAVATORY LH LEFT HAND LGTH LENGTH LV LEVEL LT LIGHT LWT LIGHTWEIGHT LWC LIGHTWEIGHT CONCRETE LIN LINEAR LL LIVE LOAD MACH MACHINE MAINT MAINTENANCE MH MANHOLE MFR MANUFACTURER MAS MASONRY MO MASONRY OPENING MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEP MECHANICAL, ELECTRICAL, PLUMBING MEMB MEMBRANE MTL METAL ML METAL LATH MIN MINIMUM MISC MISCELLANEOUS MR MOISTURE RESISTANT MTD MOUNTED MTG MOUNTING MULL MULLION NRC NOISE REDUCTION COEFFICIENT NOM NOMINAL NIC NOT IN CONTRACT NTS NOT TO SCALE NO. or # NUMBER OFF OFFICE OC ON CENTER(S) OPNG OPENING OP OPERABLE PARTITION OPP OPPOSITE OPH OPPOSITE HAND O/A OUTSIDE AIR OD OUTSIDE DIAMETER OA OVERALL ORD OVERFLOW ROOF DRAIN OH OVERHEAD OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OFOI OWNER FURNISHED, OWNER INSTALLED PTD PAINTED PR PAIR PNL PANEL PRKG PARKING PART PARTITION PVMT PAVEMENT PVG PAVING PERF PERFORATED PLAST PLASTER PLAS PLASTIC PLBG PLUMBING PLWD PLYWOOD POL POLISHED PVC POLYVINYL CHLORIDE PCT PORCELAIN CERAMIC TILE PCP PORTLAND CEMENT PLASTER PCF POUNDS PER CUBIC FOOT/FEET PSF POUNDS PER SQUARE FOOT/FEET PSI POUNDS PER SQUARE INCH P/C PRECAST PFP PREFINISHED PANEL P.L. PROPERTY LINE QTY QUANTITY QT QUARRY TILE RAD RADIUS RECEP RECEPTACLE RECEPT RECEPTION REC RECESSED RECOM RECOMMENDATION RE: REFER TO RCP REFLECTED CEILING PLAN REG REGULATION REINF REINFORCED REBAR REINFORCING BAR REQD REQUIRED RES RESILIENT RET RETURN R/A RETURN AIR R/AG RETURN AIR GRILLE REV REVISION RH RIGHT HAND ROW RIGHT OF WAY RRISER RD ROOF DRAIN RFG ROOFING RM ROOM SCHED SCHEDULE SECT SECTION SHTHG SHEATHING SHT SHEET SHLV SHELVES/SHELVING SIM SIMILAR SC SOLID CORE STC SOUND TRANSMISSION COEFFICIENT SPEC SPECIFICATION SQ SQUARE SF SQUARE FOOT/FEET STAB STABILIZE(D) SSTL STAINLESS STEEL STD STANDARD STA STATION STL STEEL AFF ABOVE FINISH FLOOR AP ACCESS PANEL ACOUS ACOUSTICAL ADJ ADJACENT ADJUST ADJUSTABLE AGG AGGREGATE A/C AIR CONDITIONING AHU AIR HANDLING UNIT ALT ALTERNATE ALUM ALUMINUM AB ANCHOR BOLT ANOD ANODIZED APPROX APPROXIMATELY ARCH ARCHITECT(URAL) ASPH ASPHALT ATN ATTENUATION / ATTENUATING AV AUDIO VISUAL AUTO AUTOMATIC AUX AUXILIARY AVE AVENUE AVG AVERAGE B-B BACK TO BACK B&B BALLED AND BURLAPPED BSMT BASEMENT BM BEAM BRG BEARING B.M. BENCH MARK BTW BETWEEN BLK BLOCK BLKG BLOCKING BD. BOARD B/F BOTH FACES BOT BOTTOM BRKT BRACKET BLDG BUILDING BUR BUILT UP ROOF(ING) CAB CABINET C.O. CASED OPENING CSMT CASEMENT CIP CAST IN PLACE CI PIPE CAST IRON PIPE CB CATCH BASIN CLG CEILING CEM CEMENT CTR CENTER C-C CENTER TO CENTER CT CERAMIC TILE CKBD CHALKBOARD CLR CLEAR(ANCE) CCTV CLOSED CIRCUIT TELEVISION CL CLOSET CFMF COLD FORMED METAL FRAMING COL COLUMN COMP COMPOSITION COMPRES COMPRESSIBLE CONC CONCRETE CMU CONCRETE MASONRY UNIT COND CONDITION CONF CONFERENCE CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED CJ CONTROL JOINT CG CORNER GUARD CORR CORRIDOR CORRU CORRUGATED CNTR COUNTER CTSK COUNTERSINK CU FT CUBIC FOOT/FEET CU YD CUBIC YARD C CURB DMPFG DAMP PROOFING DL DEAD LOAD DEFL DEFLECTION D DEPTH DTL DETAIL DIAG DIAGONAL DIA DIAMETER DIM DIMENSION DISC DISCONNECT DISP DISPENSER DR DOOR DBL DOUBLE DN DOWN DS DOWNSPOUT DWG DRAWING DF DRINKING FOUNTAIN DWC DRYWALL FURRING CHANNEL EA EACH EW EACH WAY ESR ELASTIC SHEET ROOFING ELAS ELASTIC/ELASTOMERIC EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER ELEC ELECTRICAL EL ELEVATION ELEV ELEVATOR EMER EMERGENCY EQ EQUAL EQUIP EQUIPMENT EXH EXHAUST (E) / EXIST EXISTING EXPAN EXPANSION EJ EXPANSION JOINT EP EXPLOSION PROOF EXP EXPOSED EXT EXTERIOR EFOB EXTERIOR FACE OF BUILDING FM FACTORY MUTUAL FCU FAN COIL UNIT FIN FINISH/FINISHED FA FIRE ALARM FC FIRE CODE FEC FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET FH FIRE HYDRANT FVC FIRE VALVE CABINET FRPF FIREPROOF FIXT FIXTURE FLSHG FLASHING F.P.W. FLOOD PROTECTION FLR FLOOR FD FLOOR DRAIN FLRG FLOORING FL FLOW LINE FLUOR FLUORESCENT FSEC FOOD SERVICE EQUIPMENT CONTRACTOR FT FOOT/FEET FTG FOOTING FS FULL SIZE FURN FURNISH(ED) FURR FURRED/FURRING GA GAGE GAL GALLON GALV GALVANIZED GI GALVANIZED IRON GEN GENERAL GC GENERAL CONTRACTOR GL GLASS/GLAZING 21N/AABBREVIATIONS N/AMATERIAL INDICATIONS 16 N/ASYMBOLS LEGEND 11 N.T.S.TOWNSEN VICINITY MAP 1 C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C: \ U se r s \ w i ll . t r o t t y \ D oc u m e nt s \ A l d i ne I S D I nt e r m e d ia t e S c ho o l O n e S t o r y _ C E N T RA L _ w il l i a m . t r o tt y . r v t 11 / 1 7/ 2 0 1 6 2: 0 5 : 0 6 A M As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 PROJECT INFORMATION, ABBREVIATIONS, SYMBOLS & LEGEND G0.02 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C: \ U se r s \ w i ll . t r o t t y \ D oc u m e nt s \ A l d i ne I S D I nt e r m e d ia t e S c ho o l O n e S t o r y _ C E N T RA L _ w il l i a m . t r o tt y . r v t 11 / 1 7/ 2 0 1 6 2: 0 5 : 0 8 A M TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 BUILDING CODE ANALYSIS G1.02 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS DIAGONAL : 48'-10" MIN. DISTANCE BETWEEN EXITS : 16'-3" DIAGONAL : 76'-5" MIN. DISTANCE BETWEEN EXITS : 25'-6" D I A G O N A L : 1 2 6 '-2 " M I N . D I S T A N C E B E T W E E N E X I T S : 4 2 '-1 " D I A G O N A L : 2 6 7 '-1 " M I N . D IS T A N C E B E T WE E N E X I T S : 8 9 '-0 " SERVING 1420 CLASSROOM 1807 CLASSROOM 1806 CLASSROOM 1805 CLASSROOM 1804SCIENCE LAB 1820 SCIENCE LAB 1825 CLASSROOM 1808 PREP 1820A CLASSROOM 1803 FLEX 1800 NEIGH. STOR 1830E CLASSROOM 1837 CLASSROOM 1836 CLASSROOM 1834 CLASSROOM 1835 SCIENCE LAB 1850 SCIENCE LAB 1855 CLASSROOM 1839 PREP 1850A ART STUDIO 1810 CLASSROOM 1838 ART STOR 1810A FLEX 1830 IDF 1800F BOOK RM 1216 DYSLEXIA 1214 RTI CLASSRM 1212 RTI CLASSRM 1213 SMALL CONF 1209 RTI OFFICE 1207 RTI OFFICE 1208 SAC 1215 4725 sf LIBRARY 1201 50 95 E WORK ROOM 1201B LIBRARY STORAGE 1201C MAKER SPACE 1201A TEACHER WORKROOM 1831 MECH 1830C BOYS RR 1800A GIRLS RR 1830A SKILLS SPCT 1832 CLASSROOM 1833 MECH 1800C SP. ED. COUNS. 1202 RESOURCE ROOM 1211 COMPUTER LAB 1210 RESOURCE ROOM 1204 ADAPTIVE BEHAVIOR 1206 STRUCTURED LEARNING CENTER 1203 IDF 1830F TEACHER STOR 1802 JAN 1800B NEIGH. STOR 1800E HEALTH 1809 VESTIBULE 1030 PREP 1430CORRIDOR 1200 CLASSROOM 1707 CLASSROOM 1706 CLASSROOM 1705 CLASSROOM 1704 SCIENCE LAB 1720 SCIENCE LAB 1725 CLASSROOM 1709 PREP 1720A KEYBOARDING 1740 CLASSROOM 1708 TEACHER STOR 1702 MECH 1700C FLEX 1700 BOYS RR 1700A GIRLS RR 1730A NEIGH. STOR 1700E CLASSROOM 1737 CLASSROOM 1735 CLASSROOM 1736 CLASSROOM 1734 SCIENCE LAB 1750 SCIENCE LAB 1755 CLASSROOM 1739 PREP 1750A ART STUDIO 1710 CLASSROOM 1738 TEACHER WORKROOM 1731 CLASSROOM 1733 MECH 1730C ART STOR 1710A FLEX 1730 CLASSROOM 1703 TEACHER WORKROOM 1701 JAN 1700B SKILLS SPCT 1732 IDF 1700F 4769 sf CAFETERIA 1400 15 318 A-2 NEIGH. STOR 1730E TEACHING THEATER 1230 CLASSROOM 1635 SCIENCE LAB 1650 SCIENCE LAB 1655 CLASSROOM 1639 PREP 1650A ART STUDIO 1610 SKILLS SPCT 1602 MECH 1600C FLEX 1630 GIRLS RR 1630A BOYS RR 1600A IDF 1630F CLASSROOM 1607 CLASSROOM 1606 CLASSROOM 1605 CLASSROOM 1604 SCIENCE LAB 1620 SCIENCE LAB 1625 CLASSROOM 1609 PREP 1620A KEYBOARDING 1640 CLASSROOM 1608 CLASSROOM 1633 FLEX 1600 NEIGH. STOR 1630E COUNS 1115 TESTING COORD 1120COUNS/DIAG WAIT 1110 SPEECH 1113 DIAG 1111 COUNS 1117 COUNS 1114 COUNS 1119 COUNS 1116 COUNS STOR 1118 COUNS CONF 1121 DIAG 1112 CLASSROOM 1603 TEACHER WORKROOM 1631 NEIGH. STOR 1600E IDF 1110A IDF 1600F CORRIDOR 3192 CLINIC 1100 NURSE'S OFFICE 1100C CLINIC RR 1100A NURSE'S STOR 1100D JAN 1600B ASSIST PRINCIPAL 1009 ASSIST PRINCIPAL 1011 REGISTRAR 1020 SP ED CLERK 1021 ADMIN STORAGE 1014 OFFICE 1006 ADMIN CONF. 1008 SECRETARY 1004 ASSIST PRINCIPAL 1017 TEACHERS LOUNGE 1013 SECRETARY/ RECEPTION 1000 ADMIN RR - WOMEN 1024 ADMIN RR - MEN 1023 LOUNGE STOR 1013A ADMIN CONF. 1007 ASSIST PRINCIPAL 1016 PRINCIPAL 1005 AP WAITING 1015 VENDING 1013 ADMIN FILE 1012 AP WAITING 1010 ESL CLERK 1022 ATTENDANCE 1001 PARENT WR 1003 PARENT RR 1003A SECURITY 1002 1975 sf TECH ED LAB 1342 20 99 E 1338 sf TECH ED 1341 20 67 E 1657 sf LOTC 1340 20 83 E TOOL STOR 1342A TECHNICAL SPECIALIST OFFICE 1331 GENERAL STOR 1342B BOYS ATHLETIC STORAGE 1310B GIRLS ATHLETICS STOR 1310A 8034 sf GYMNASIUM 1310 7 1148 A-4 WEIGHT ROOM 1330 4976 sf PRACTICE GYM 1320 15 332 A-3 MDF 1331A BOYS PE LOCKER 1306 BOYS ATHLETIC LOCKER 1305 BOYS TOILET 1306A BOYS SHOWER 1306B CONCESSION 1300C MENS RR 1300A WOMEN'S RR 1300B COACHES OFFICE 1304 LOBBY 1300 CORRIDOR 1300 2302 sf BAND HALL 1 1540 50 47 E INSTRUMENT STORAGE 1554 UNIFORM STOR 1553 1449 sf BAND HALL 2 1550 50 29 E EQUIP STOR 1552 MUSIC LIB 1551A MUSIC OFFICE 1551 DRESSING 1501 B-PRAC 1540A B-PRAC 1540B B-PRAC 1540C B-PRAC 1540D B-PRAC 1540E 932 sf DRAMA 1510 50 19 E DRAMA STORAGE 1510A EQUIP STOR 1523 UNIFORM STOR 1522 D OFFICE 1511 MUSIC LIB 1521A MUSIC OFFICE 1521 C-PRAC 1520C C-PRAC 1520B C-PRAC 1520A 741 sf ENSEMBLE 1530 50 15 E BOILER 1535 1719 sf CHORAL ROOM 1520 50 35 E STAGE STORAGE 1410A 1200 sf STAGE 1410 15 81 E CLASSROOM 1634 DRY STORAGE 1435 JAN 1434 FOOD RR 1433 LOCKER 1432 MECH 1440 IDF 1440A OFFICE 1431 TEACHER RR 1601A TEACHER WORKROOM 1601 MECH 1630C TEACHER RR 1631A TEACHER STOR 1632 BOYS RR 1500C MAIN LOBBY 1040 ISOLATION 1100B COOLER 1430B FREEZER 1430A CAFETERIA LOBBY 1400 CLASSROOM 1636 CLASSROOM 1637 CLASSROOM 1638 CAFETERIA VESTIBULE 1400 CORRIDOR 1500 TEACHER WORKROOM 1801 NEIGH. STOR 1600D CORRIDOR 1830 NEIGH. STOR 1830D TEACHER RR 1701A NEIGH. STOR 1730D TEACHER RR 1731A MDF 1730F TEACHER RR 1801A NEIGH. STOR 1800D LOTC STOR 1340A CORRIDOR 1700 NEIGH. STOR 1700D NEIGH. STOR 1630D CORRIDOR 1600 COMPUTER LAB 1840 TEACHER RR 1831A CORRIDOR 1130 CORRIDOR 1000 DRAMA STAGE 1018 JAN 1500A GIRLS RR 1500B GYM STOR 3038 GIRLS PE STORAGE 3039 BOYS PE STORAGE 3041 ART STOR 1610A COACHES RR 3044 LAUNDRY 1302 KEYBOARDING STOR 1640A KEYBOARDING STOR 1640B STRUCTURED LEARNING CENTER 1205 RR 1203B LAUNDRY 1203A CORRIDOR 1203C COACHES LOCKER 3044A STAIR 1610G COMPUTER LAB STOR 1840B SECURE ROOM 1120.1 GIRLS COACHES' OFFICE 3044B GIRLS ATHLETIC LOCKERS 3044C GIRLS RR + SHOWERS 3044D GIRLS PE LOCKERS 3044E COACHES LOCKERS 3044F COACHES RR 3044G TRAINING ROOM 3044J STAGE STORAGE 1410B : 74'-6"CPT : 228'-0"TD : 196'-6"TD : 73'-0"CPT : 164'-0"TD : 50'-0"CPT : 124'-6"TD : 50'-0"CPT : 193'-6"TD FEC FEC FEC NOT AN EXIT OL @ EXIT CAPACITY EXIT XF2 450286 OL @ EXIT CAPACITY EXIT XF1 450286 OL @ EXIT CAPACITY EXIT XA1 900546 OL @ EXIT CAPACITY EXIT XA3 22337 FEC FEC FEC FEC OL @ EXIT CAPACITY EXIT XB1 450285 OL @ EXIT CAPACITY EXIT XB2 450285 OL @ EXIT CAPACITY EXIT XE2 450279 OL @ EXIT CAPACITY EXIT XE1 900806 OL @ EXIT CAPACITY EXIT 450 XG3 289 OL @ EXIT CAPACITY EXIT 450 XG2 289 OL @ EXIT CAPACITY EXIT XG1 900553 OL @ EXIT CAPACITY EXIT 450 XG5 112 OL @ EXIT CAPACITY EXIT XG4 450408 OL @ EXIT CAPACITY EXIT XA2 223139 OL @ EXIT CAPACITY EXIT XC1 450285 OL @ EXIT CAPACITY EXIT XC2 450285 : 234'-6"TD : 239'-6"TD : 186'-6"TD : 74'-0"CPT : 75'-0"CPT NOT AN EXIT 22'-8" 31'-5" 54'-0" 9 7 ' - 1 0 " OL @ EXIT CAPACITY EXIT XF3 223143 OL @ EXIT CAPACITY EXIT XF4 223143 : 213'-0"TD : 181'-6"TD : 227'-6"TD : 237'-0"TD : 75'-0"CPT OL @ EXIT CAPACITY EXIT XB3 223143 OL @ EXIT CAPACITY EXIT XB4 223143 OL @ EXIT CAPACITY EXIT XC3 223143 OL @ EXIT CAPACITY EXIT XC4 223143 FEC CAFETERIA CIRCULATION 1400A NOT AN EXIT 34'-11" FEC FEC FEC FEC FEC FEC FEC FEC FEC FEC FEC FEC FEC FEC FECFEC FEC FEC FEC FEC FEC FEC FEC FECFEC FEC FEC FEC FEC FEC FEC FEC FECFECFEC FEC FEC FEC FEC FEC FEC FEC FECFEC FEC FEC FEC FEC FEC FE-K FE-K FE FE-K OL @ EXIT CAPACITY EXIT 303200 OL @ EXIT CAPACITY EXIT 308221 OL @ EXIT CAPACITY EXIT 308186 8729 sf COURTYARD 2000 50 175 E COURTYARD CIRCULATION 2000A LOCATION OF MAX. PATH OF TRAVEL LOCATION OF COMMON PATH OF TRAVEL EXIT ACCESS - MAXIMUM TRAVEL DISTANCE (APPROX.) EXIT ACCESS - MAXIMUM COMMON PATH OF EGRESS TRAVEL (APPROX.) OL @ EXIT CAPACITY EXIT XA1 450200 EXIT DESIGNATION DESIGN OCCUPANT LOAD AT EXIT COMPONENT EXIT CAPACITY PROVIDED EXIT DISCHARGE ONE HOUR FIRE BARRIER TWO HOUR FIRE BARRIER FIRE EXTINGUISHER FIRE EXTINGUISHER AND CABINET FE FEC LIGHTED CEILING MOUNTED EXIT SIGN RE: ELEC. DWGS. FOR MOUNTING AND DIRECTIONAL REQUIREMENTS ROOM NUMBER TD: 250'-0" CPT: 75'-0" EGRESS COMPONENT CAPACITY FACTOR 0.15" PER OCCUPANT IBC 2012 1005.3.2 EXCEPTION 1(SPRINKLERED BUILDING) EGRESS CAPACITY (MAX O.L.) AT EXIT DOORS = CLEAR WIDTH (IN) / 0.15 36" SINGLE LEAF DOOR 33.5" EGRESS WIDTH PROVIDED EGRESS CAPACITY = 33.5"/ 0.15 = 223 48" SINGLE LEAF DOOR 45.5" EGRESS WIDTH PROVIDED EGRESS CAPACITY = 45.5"/ 0.15 = 303 72" PAIR OF DOORS 67.5" EGRESS WIDTH PROVIDED EGRESS CAPACITY = 67.5" / 0.15 = 450 2 X 72" PAIRS OF DOORS 135" EGRESS WIDTH PROVIDED EGRESS CAPACITY = 135" / 0.15 = 900 RM NAME 2000A RM NAME 2000A 1,000 sf 20 50 E AREA OCCUPANT LOAD OCCUPANCY OCCUPANT LOAD FACTOR 28,604 SF AREA B CLASSROOMS 18,316 SF AREA E-A2 CAFETERIA, KITCHEN 25,419 SF AREA A-E CLASSROOMS, LIBRARY 28,827 SF AREA F CLASSROOMS 5,595 SF AREA G-A3 PRACTICE GYM 23,356 SF AREA G-E LOCKERS, CLASSROOMS 13,474 SF AREA E-E MUSIC, DRAMA 7,261 SF AREA A-B1 OFFICE 6,486 SF AREA A-B2 CLINIC, COUNSELING 28,581 SF AREA C CLASSROOMS 1,481 SF AREA E-A3 LECTURE 15,656 SF AREA D EXTERIOR COURTYARD 9,590 SF AREA G-A4 MULTI-USE GYM Poche AREA A-B1 AREA A-B2 AREA A-E AREA B AREA C AREA E-A2 AREA E-A3 AREA E-E AREA F AREA G-A3 AREA G-A4 AREA G-E C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\lavell.fish\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_lavell.fish.rvt 11/23/2016 4:43:35 PM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 LIFE SAFETY PLAN G2.01 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 3/64" = 1'-0"LEVEL 1 LIFE SAFETY PLAN 01 OCCUPANT LOAD - AREA C Rm No. Room Name Area OLF OL Accessory - MEP 1700C MECH 388 SF 300 2 1730C MECH 469 SF 300 2 1700B JAN 77 SF 300 1 1700F IDF 100 SF 300 1 1730F MDF 99 SF 300 1 Accessory - Storage 1720A PREP 322 SF 300 2 1702 TEACHER STOR 384 SF 300 2 1700E NEIGH. STOR 128 SF 300 1 1750A PREP 322 SF 300 2 1710A ART STOR 85 SF 300 1 1730E NEIGH. STOR 127 SF 300 1 1730D NEIGH. STOR 85 SF 300 1 1700D NEIGH. STOR 99 SF 300 1 1640B KEYBOARDING STOR 81 SF 300 1 Business 1731 TEACHER WORKROOM 480 SF 100 5 1701 TEACHER WORKROOM 325 SF 100 4 1732 SKILLS SPCT 224 SF 100 3 Educational - Classroom Areas 1707 CLASSROOM 699 SF 20 35 1706 CLASSROOM 701 SF 20 36 1705 CLASSROOM 698 SF 20 35 1704 CLASSROOM 701 SF 20 36 1720 SCIENCE LAB 1,113 SF 20 56 1725 SCIENCE LAB 1,123 SF 20 57 1709 CLASSROOM 681 SF 20 35 1740 KEYBOARDING 938 SF 20 47 1708 CLASSROOM 700 SF 20 36 1737 CLASSROOM 699 SF 20 35 1735 CLASSROOM 698 SF 20 35 1736 CLASSROOM 701 SF 20 36 1734 CLASSROOM 701 SF 20 36 1750 SCIENCE LAB 1,124 SF 20 57 1755 SCIENCE LAB 1,123 SF 20 57 1739 CLASSROOM 661 SF 20 34 1710 ART STUDIO 971 SF 20 49 1738 CLASSROOM 701 SF 20 36 1733 CLASSROOM 774 SF 20 39 1703 CLASSROOM 776 SF 20 39 OCCUPANT LOAD THIS AREA 857 OCCUPANT LOAD - AREA F Rm No. Room Name Area OLF OL Accessory - MEP 1800F IDF 99 SF 300 1 1830C MECH 463 SF 300 2 1800C MECH 396 SF 300 2 1830F IDF 99 SF 300 1 1800B JAN 82 SF 300 1 Accessory - Storage 1820A PREP 322 SF 300 2 1830E NEIGH. STOR 126 SF 300 1 1850A PREP 322 SF 300 2 1810A ART STOR 83 SF 300 1 1802 TEACHER STOR 396 SF 300 2 1800E NEIGH. STOR 123 SF 300 1 1830D NEIGH. STOR 100 SF 300 1 1800D NEIGH. STOR 100 SF 300 1 1840B COMPUTER LAB STOR 83 SF 300 1 Business 1831 TEACHER WORKROOM 494 SF 100 5 1832 SKILLS SPCT 238 SF 100 3 1801 TEACHER WORKROOM 334 SF 100 4 Educational - Classroom Areas 1807 CLASSROOM 718 SF 20 36 1806 CLASSROOM 683 SF 20 35 1805 CLASSROOM 719 SF 20 36 1804 CLASSROOM 680 SF 20 35 1820 SCIENCE LAB 1,121 SF 20 57 1825 SCIENCE LAB 1,121 SF 20 57 1808 CLASSROOM 677 SF 20 34 1803 CLASSROOM 701 SF 20 36 1837 CLASSROOM 681 SF 20 35 1836 CLASSROOM 719 SF 20 36 1834 CLASSROOM 719 SF 20 36 1835 CLASSROOM 681 SF 20 35 1850 SCIENCE LAB 1,118 SF 20 56 1855 SCIENCE LAB 1,121 SF 20 57 1839 CLASSROOM 658 SF 20 33 1810 ART STUDIO 969 SF 20 49 1838 CLASSROOM 718 SF 20 36 1833 CLASSROOM 772 SF 20 39 1809 HEALTH 788 SF 20 40 1840 COMPUTER LAB 964 SF 20 49 OCCUPANT LOAD THIS AREA 858 EXIT ASSIGNMENT AND EXIT DISCHARGE CALCULATIONS AREA OCC USE OL EXIT XA1 EXIT XA2 EXIT XA3 EXIT XB1 EXIT XB2 EXIT XB3 EXIT XB4 EXIT XC1 EXIT XC2 EXIT XC3 EXIT XC4 EXIT XE1 EXIT XE2 EXIT XF1 EXIT XF2 EXIT XF3 EXIT XF4 EXIT XG1 EXIT XG2 EXIT XG3 EXIT XG4 EXIT XG5 XA1 (%) XA1 OL XA2 (%) XA2 OL XA3 (%) XA3 OL XB1 (%) XB1 OL XB2 (%) XB2 OL XB3 (%) XB3 OL XB4 (%) XB4 OL XC1 (%) XC1 OL XC2 (%) XC2 OL XC3 (%) XC3 OL XC4 (%) XC4 OL XE1 (%) XE1 OL XE2 (%) XE2 OL XF1 (%) XF1 OL XF2 (%) XF2 OL XF3 (%) XF3 OL XF4 (%) XF4 OL XG1 (%) XG1 OL XG2 (%) XG2 OL XG3 (%)XG3 OL XG4 (%) XG4 OL XG5 (%) XG5 OL AREA A-B1 B OFFICE 73 50.0% 37 50.0% 37 AREA A-B2 B CLINIC, COUNSELING 65 50.0% 33 50.0% 33 AREA A-E E CLASSROOMS, LIBRARY 518 40.0% 207 20% 104 40.0% 207 AREA B E CLASSROOMS 857 33.3% 285 33.3% 285 16.7% 143 16.7% 143 AREA C E CLASSROOMS 857 33.3% 285 33.3% 285 16.7% 143 16.7% 143 AREA D E EXTERIOR COURTYARD 175 40.0% 70 20% 35 40.0% 70 AREA E-A2 A-2 CAFETERIA, KITCHEN 433 25.0% 108 50.0% 217 25.0% 108 AREA E-A3 A-3 LECTURE 135 33.3% 45 33.3% 45 33.4% 45 AREA E-E E MUSIC, DRAMA 186 25.0% 47 25.0% 47 50.0% 93 AREA F E CLASSROOMS 858 33.3% 286 33% 286 16.7% 143 16.7% 143 AREA G-A3 A-3 PRACTICE GYM 334 33.3% 111 33.3% 111 33.4% 112 AREA G-A4 A-4 MULTI-USE GYM 1156 12.5% 145 25.0% 289 25.0% 289 25.0% 289 12.5% 145 AREA G-E E LOCKERS, CLASSROOMS 381 20.0% 76 40.0% 152 40.0% 152 OCCUPANT LOAD AT EXIT 6028 546 139 37 285 285 143 143 285 285 143 143 806 279 286 286 143 143 553 289 289 408 112 OCCUPANT LOAD - AREA A-E Rm No.Room Name Area OLF OL Accessory - MEP 1203A LAUNDRY 117 SF 300 1 Accessory - Storage 1216 BOOK RM 462 SF 300 2 1201C LIBRARY STORAGE 369 SF 300 2 Business 1209 SMALL CONF 105 SF 100 2 1207 RTI OFFICE 143 SF 100 2 1208 RTI OFFICE 129 SF 100 2 1201B WORK ROOM 297 SF 100 3 1202 SP. ED. COUNS.273 SF 100 3 Educational - Classroom Areas 1214 DYSLEXIA 680 SF 20 34 1212 RTI CLASSRM 687 SF 20 35 1213 RTI CLASSRM 708 SF 20 36 1215 SAC 754 SF 20 38 1211 RESOURCE ROOM 752 SF 20 38 1210 COMPUTER LAB 1,165 SF 20 59 1204 RESOURCE ROOM 703 SF 20 36 1206 ADAPTIVE BEHAVIOR 708 SF 20 36 1203 STRUCTURED LEARNING CENTER 860 SF 20 43 1205 STRUCTURED LEARNING CENTER 847 SF 20 43 Educational - Shops/Vocational 1201A MAKER SPACE 387 SF 50 8 Library - Reading 1201 LIBRARY 4,725 SF 50 95 OCCUPANT LOAD THIS AREA 518 OCCUPANT LOAD - AREA B Rm No. Room Name Area OLF OL Accessory - MEP 1600C MECH 391 SF 300 2 1630F IDF 99 SF 300 1 1600F IDF 100 SF 300 1 1600B JAN 78 SF 300 1 1630C MECH 474 SF 300 2 Accessory - Storage 1650A PREP 321 SF 300 2 1620A PREP 321 SF 300 2 1630E NEIGH. STOR 127 SF 300 1 1600E NEIGH. STOR 127 SF 300 1 1632 TEACHER STOR 234 SF 300 1 1600D NEIGH. STOR 99 SF 300 1 1630D NEIGH. STOR 99 SF 300 1 1610A ART STOR 83 SF 300 1 1640A KEYBOARDING STOR 84 SF 300 1 Business 1602 SKILLS SPCT 213 SF 100 3 1631 TEACHER WORKROOM 484 SF 100 5 1601 TEACHER WORKROOM 461 SF 100 5 Educational - Classroom Areas 1635 CLASSROOM 701 SF 20 36 1650 SCIENCE LAB 1,122 SF 20 57 1655 SCIENCE LAB 1,121 SF 20 57 1639 CLASSROOM 661 SF 20 34 1610 ART STUDIO 962 SF 20 49 1607 CLASSROOM 702 SF 20 36 1606 CLASSROOM 700 SF 20 35 1605 CLASSROOM 700 SF 20 35 1604 CLASSROOM 694 SF 20 35 1620 SCIENCE LAB 1,122 SF 20 57 1625 SCIENCE LAB 1,121 SF 20 57 1609 CLASSROOM 661 SF 20 34 1640 KEYBOARDING 953 SF 20 48 1608 CLASSROOM 700 SF 20 35 1633 CLASSROOM 735 SF 20 37 1603 CLASSROOM 803 SF 20 41 1634 CLASSROOM 700 SF 20 36 1636 CLASSROOM 700 SF 20 35 1637 CLASSROOM 701 SF 20 36 1638 CLASSROOM 700 SF 20 36 OCCUPANT LOAD THIS AREA 857 OCCUPANT LOAD - AREA E-A2 Rm No. Room Name Area OLF OL Accessory - MEP 1434 JAN 101 SF 300 1 1440A IDF 108 SF 300 1 Accessory - Storage 1510A DRAMA STORAGE 324 SF 300 2 1410A STAGE STORAGE 64 SF 300 1 1435 DRY STORAGE 249 SF 300 1 1430B COOLER 255 SF 300 1 1430A FREEZER 210 SF 300 1 1410B STAGE STORAGE 74 SF 300 1 Assembly - Tables and Chairs 1400 CAFETERIA 4,769 SF 15 318 Business 1431 OFFICE 149 SF 100 2 Kitchens 1420 SERVING 2,118 SF 200 11 1430 PREP 1,950 SF 200 10 Locker Rooms 1432 LOCKER 57 SF 50 2 Stages and Platforms 1410 STAGE 1,200 SF 15 81 OCCUPANT LOAD THIS AREA 433 OCCUPANT LOAD - AREA E-E Rm No. Room Name Area OLF OL Accessory - MEP 1500A JAN 64 SF 300 1 Accessory - Storage 1554 INSTRUMENT STORAGE 766 SF 300 3 1553 UNIFORM STOR 313 SF 300 2 1552 EQUIP STOR 132 SF 300 1 1523 EQUIP STOR 110 SF 300 1 1522 UNIFORM STOR 246 SF 300 1 Business 1551A MUSIC LIB 93 SF 100 1 1551 MUSIC OFFICE 205 SF 100 3 1511 D OFFICE 127 SF 100 2 1521A MUSIC LIB 97 SF 100 1 1521 MUSIC OFFICE 230 SF 100 3 Educational - Shops/Vocational 1540 BAND HALL 1 2,302 SF 50 47 1550 BAND HALL 2 1,449 SF 50 29 1501 DRESSING 153 SF 50 4 1540A B-PRAC 55 SF 50 2 1540B B-PRAC 55 SF 50 2 1540C B-PRAC 55 SF 50 2 1540D B-PRAC 55 SF 50 2 1540E B-PRAC 55 SF 50 2 1510 DRAMA 932 SF 50 19 1520C C-PRAC 48 SF 50 1 1520B C-PRAC 50 SF 50 2 1520A C-PRAC 48 SF 50 1 1530 ENSEMBLE 741 SF 50 15 1520 CHORAL ROOM 1,719 SF 50 35 1018 DRAMA STAGE 165 SF 50 4 OCCUPANT LOAD THIS AREA 186 OCCUPANT LOAD - AREA G-A3 Rm No. Room Name Area OLF OL Accessory - Storage 3039 GIRLS PE STORAGE 277 SF 300 1 3041 BOYS PE STORAGE 277 SF 300 1 Assembly - Tables and Chairs 1320 PRACTICE GYM 4,976 SF 15 332 OCCUPANT LOAD THIS AREA 334 OCCUPANT LOAD - AREA G-A4 Rm No. Room Name Area OLF OL Accessory - Storage 1310B BOYS ATHLETIC STORAGE 731 SF 300 3 1310A GIRLS ATHLETICS STOR 715 SF 300 3 3038 GYM STOR 335 SF 300 2 Assembly - Chairs 1310 GYMNASIUM 8,034 SF 7 1148 OCCUPANT LOAD THIS AREA 1156 OCCUPANT LOAD - AREA G-E Rm No. Room Name Area OLF OL Accessory - MEP 1331A MDF 235 SF 300 1 1302 LAUNDRY 330 SF 300 2 Accessory - Storage 1342A TOOL STOR 175 SF 300 1 1342B GENERAL STOR 185 SF 300 1 1340A LOTC STOR 318 SF 300 2 Business 1331 TECHNICAL SPECIALIST OFFICE 403 SF 100 5 1300C CONCESSION 152 SF 100 2 1304 COACHES OFFICE 528 SF 100 6 3044B GIRLS COACHES' OFFICE 420 SF 100 5 Educational - Classroom Areas 1342 TECH ED LAB 1,975 SF 20 99 1341 TECH ED 1,338 SF 20 67 1340 LOTC 1,657 SF 20 83 Exercise Rooms 1330 WEIGHT ROOM 1,435 SF 50 29 3044J TRAINING ROOM 175 SF 50 4 Locker Rooms 1306 BOYS PE LOCKER 935 SF 50 19 1305 BOYS ATHLETIC LOCKER 1,054 SF 50 22 3044A COACHES LOCKER 73 SF 50 2 3044C GIRLS ATHLETIC LOCKERS 625 SF 50 13 3044E GIRLS PE LOCKERS 798 SF 50 16 3044F COACHES LOCKERS 75 SF 50 2 OCCUPANT LOAD THIS AREA 381 OCCUPANT LOAD - AREA E-A3 Rm No. Room Name Area OLF OL Assembly - Fixed Seats 1230 TEACHING THEATER 1,457 SF FIXED 135 OCCUPANT LOAD THIS AREA 135 OCCUPANT LOAD - AREA A-B1 (GROSS) NAME AREA OLF OL Business OFFICE 7,261 SF 100 73 OCCUPANT LOAD - AREA A-B2 (GROSS) NAME AREA OLF OL Business CLINIC, COUNSELING 6,486 SF 100 65 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID GRAPHIC LEGEND BUILDING DIAGRAM EXIT ASSIGNMENT - AREA A-B1 OL EXIT XA1 EXIT XA3 XA1 (%) XA1 OL XA3 (%) XA3 OL 73 50.0% 37 50.0% 37 EXIT ASSIGNMENT - AREA A-E OL EXIT XA1 EXIT XA2 EXIT XE1 XA1 (%) XA1 OL XA2 (%) XA2 OL XE1 (%) XE1 OL 518 40.0% 207 20% 104 40.0% 207 EXIT ASSIGNMENT - AREA A-B2 OL EXIT XA1 EXIT XE2 XA1 (%) XA1 OL XE2 (%) XE2 OL 65 50.0% 33 50.0% 33 EXIT ASSIGNMENT - AREA D OL EXIT XA1 EXIT XA2 EXIT XE1 XA1 (%) XA1 OL XA2 (%) XA2 OL XE1 (%) XE1 OL 175 40.0% 70 20% 35 40.0% 70 EXIT ASSIGNMENT - AREA B OL EXIT XB1 EXIT XB2 EXIT XB3 EXIT XB4 XB1 (%) XB1 OL XB2 (%) XB2 OL XB3 (%) XB3 OL XB4 (%) XB4 OL 857 33.3% 285 33.3% 285 16.7% 143 16.7% 143 EXIT ASSIGNMENT - AREA F OL EXIT XF1 EXIT XF2 EXIT XF3 EXIT XF4 XF1 (%) XF1 OL XF2 (%) XF2 OL XF3 (%) XF3 OL XF4 (%) XF4 OL 858 33.3% 286 33% 286 16.7% 143 16.7% 143 EXIT ASSIGNMENT - AREA C OL EXIT XC1 EXIT XC2 EXIT XC3 EXIT XC4 XC1 (%) XC1 OL XC2 (%) XC2 OL XC3 (%) XC3 OL XC4 (%) XC4 OL 857 33.3% 285 33.3% 285 16.7% 143 16.7% 143 EXIT ASSIGNMENT - AREA E-A2 OL EXIT XA1 EXIT XE1 EXIT XE2 XA1 (%) XA1 OL XE1 (%) XE1 OL XE2 (%) XE2 OL 433 25.0% 108 50.0% 217 25.0% 108 EXIT ASSIGNMENT - AREA E-A3 OL EXIT XA1 EXIT XE1 EXIT XE2 XA1 (%) XA1 OL XE1 (%) XE1 OL XE2 (%) XE2 OL 135 33.3% 45 33.3% 45 33.4% 45 EXIT ASSIGNMENT - AREA E-E OL EXIT XA1 EXIT XE1 EXIT XE2 XA1 (%) XA1 OL XE1 (%) XE1 OL XE2 (%) XE2 OL 186 25.0% 47 25.0% 47 50.0% 93 EXIT ASSIGNMENT - AREA G-A3 OL EXIT XG1 EXIT XG4 EXIT XG5 XG1 (%) XG1 OL XG4 (%) XG4 OL XG5 (%) XG5 OL 334 33.3% 111 33.3% 111 33.4% 112 EXIT ASSIGNMENT - AREA G-A4 OL EXIT XE1 EXIT XG1 EXIT XG2 EXIT XG3 EXIT XG4 XE1 (%) XE1 OL XG1 (%) XG1 OL XG2 (%) XG2 OL XG3 (%) XG3 OL XG4 (%) XG4 OL 1156 12.5% 145 25.0% 289 25.0% 289 25.0% 289 12.5% 145 EXIT ASSIGNMENT - AREA G-E OL EXIT XE1 EXIT XG1 EXIT XG4 XE1 (%) XE1 OL XG1 (%) XG1 OL XG4 (%) XG4 OL 381 20.0% 76 40.0% 152 40.0% 152 OCCUPANT LOAD - AREA D Rm No. Room Name Area OLF OL Educational - Shops/Vocational 2000 COURTYARD 8,729 SF 50 175 OCCUPANT LOAD THIS AREA 175 104.1 Dimensions. Dimensions that are not stated as "maximum" or "minimum" are absolute. 104.1.1 Construction and Manufacturing Tolerances. All dimensions are subject to conventional industry tolerances except where the requirement is stated as a range with specific minimum and maximum end points. 104.2 Calculation of Percentages. Where the required number of elements or facilities to be provided is determined by calculations of ratios or percentages and remainders or fractions result, the next greater whole number of such elements or facilities shall be provided. Where the determination of the required size or dimension of an element or facility involves ratios or percentages, rounding down for values less than one half shall be permitted. 104.3 Figures. Unless specifically stated otherwise, figures are provided for informational purposes only. 36" 6" 33" - 36" MIN MAX > ≥ < ≤ MINIMUM MAXIMUM GREATER THAN GREATER THAN OR EQUAL TO LESS THAN LESS THAN OR EQUAL TO BOUNDARY OF CLEAR FLOOR SPACE OF MANEUVERING CLEARANCE CENTERLINE DIRECTION OF TRAVEL OR APPROACH A WALL, FLOOR, CEILING OR OTHER ELEMENT CUT IN SECTION OR PLAN A HIGHLIGHTED ELEMENT IN ELEVATION OR PLAN LOCATION ZONE OF ELEMENT, CONTROL OR FEATURE DIMENSION SHOWN IN INCHES UNLESS OTHERWISE SPECIFIED DIMENSION FOR SMALL MEASUREMENTS DIMENSION SHOWING RANGE WITH MINIMUM - MAXIMUM or DESCRIPTIONCONVENTION DOMINANT DIRECTION OF TRAVEL FIG. 302.2 CARPET PILE HEIGHT FIG. 302.3 ELONGATED OPENINGS IN FLOOR OR GROUND SURFACES 1/2" MAX. 1/2" MAX. LONG DIMENSION PERPENDICULAR TO DOMINANT DIRECTION OF TRAVEL 1 2 FIG. 303.3 BEVELED CHANGE IN LEVEL FIG. 303.2 VERTICAL CHANGE IN LEVEL 1/4" MAX. 1/4". 1/4". 1/2". FIG. 304.3.2 T-SHAPED TURNING SPACE 60" MIN. 36" MIN. 24" MIN. 36" MIN. 12" MIN. 36" MIN. 24" MIN. 12" MIN. FIG. 305.3 CLEAR FLOOR OR GROUND SPACE FIG. 305.5 POSITION OF CLEAR FLOOR OR GROUND SPACE (a) FORWARD (b) PARALLEL FIG. 305.7.1 MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH FIG. 305.7.2 MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH 48" MIN. 30" MIN. 30" MIN. 48" MIN.48" MIN. 30" MIN. 36" MIN. 60" MIN. X > 24" X > 15" FIG. 306.2 TOE CLEARANCE (a) ELEVATION (b) PLAN FIG. 306.3 KNEE CLEARANCE (a) ELEVATION (b) PLAN 30" MIN. 30" MIN. 8" MIN. 27" MIN. 11" MIN. 9" MIN. 9" 6" MAX. 17" - 25" 25" MAX. FIG. 307.4 VERITCAL CLEARANCE FIG. 307.2 LIMITS OF PROTRUDING OBJECTS FIG. 307.3 POST-MOUNTED PROTRUDING OBJECTS (a) (b) 27" MAX X < 80" 4" MAX. X > 27" X ≥ 80" 27" - 80" 12" MAX. 12" MAX. 27" MAX.80" MIN. X > 12" X > 12" FIG. 403.5.2 CLEAR WIDTH AT TURN (a) 180 DEGREE TURN (b) 180 DEGREE TURN (EXCEPTION) FIG. 403.5.1 CLEAR WIDTH OF AN ACCESSIBLE ROUTE 60" MIN. 36" MIN. 36" MIN.X < 48" 48" MIN. 42" MIN. 42" MIN. X < 48" 48" MIN.24" MAX. 24" MAX. 32" MIN. 36" MIN. 32" MIN. 36" MIN. (c) FOLDING DOOR (b) SLIDING DOOR (a) HINGED DOOR FIG. 404.2.3 CLEAR WIDTH OF DOORWAYS (a) FRONT APPROACH, PULL SIDE (b) FRONT APPROACH, PUSH SIDE (c) FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH (d) HINGE APPROACH, PULL SIDE (e) HINGE APPROACH, PULL SIDE (f) HINGE APPROACH, PUSH SIDE FIG. 404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES (g) HINGE APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH (h) LATCH APPROACH, PULL SIDE (i) LATCH APPROACH, PULL SIDE, DOOR PROVIDED WITH CLOSER (j) LATCH APPROACH, PUSH SIDE, (k) LATCH APPROACH, PUSH SIDE, DOOR PROVIDED WITH CLOSER (a) FRONT APPROACH (b) SIDE APPROACH (c) PCKET OR HINGE APPROACH (e) STOP OR LATCH APPROACH FIG. 404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, SLIDING DORS, GATES, AND FOLDING DOORS (a) PULL SIDE (b) PUSH SIDE (c) PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH FIG. 404.2.4.3 MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES (a) (b) (c) FIG. 404.2.6 DOORS IN SERIES AND GATES IN SERIES 32" MIN. 90° 32" MIN. 32" MIN. 60" MIN. 18" MIN.60" MIN. 36" MIN. 48" MIN. 42" MIN. 48" MIN. 12" MIN. 54" MIN. 42" MIN. 22" MIN. 48" MIN. 22" MIN. 48" MIN. 24" MIN. 54" MIN. 24" MIN.24" MIN. 42" MIN. 24" MIN. 48" MIN. 48" MIN. 22" MIN. 42" MIN. 24" MIN.42" MIN. 18" MIN. X > 8" 60" MIN. X > 8" 48" MIN. 48" MIN. X > 8" 12" MIN. 48" MIN. 48" MIN. 48" MIN. FIG. 802.1.2 WIDTH OF WHEELCHAIR SPACES IN ASSEMBLY AREAS (a) SINGLE SPACE (b) TWO SPACES (b) SIDE ENTRY (a) FRONT OR REAR ENTRY FIG. 802.1.3 DEPTH OF WHEELCHAIR SPACES IN ASSEMBLY AREAS NOTE: 802.3 COMPANION SEAT SHALL COMPLY WITH 802.3 48" MIN. 60" MIN. 36" MIN. 33" MIN. 33" MIN. FIG. 703.4.1 HEIGHT OF TECTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND FIG. 703.7.2 INTERNATIONAL SYMBOLS FIG. 703.7.2.2 INT. SYMBOL OF TTY FIG. 703.7.2.4 INT. SYMBOL OF ACCESS FOR HEARING LOSS FIG. 703.7.2.1 PROPORTIONS INT. SYMBOL OF ACCESSIBILITY FIG. 703.7.2.3 VOLUME CONTROL TELEPHONE AR EA OF RE FU GE AREA OF REFUGE MEN FIG. 703.6.1 PICTOGRAM FIELD HEIGHT TO FINISH FLOOR OR GROUND FROM BASELINE OF CHARACTER HORIZONTAL VIEWING DISTANCE MINIMUM CHARACTER HEIGHT 40 IN. (1015MM) TO LESS THAN OR EQUAL TO 70 IN.(1780 MM) LESS THAN 72 IN. (1830 MM)5/8 IN. (16 MM) 40 IN. (1015 MM) TO LESS THAN OR EQUAL TO 70 IN. (1780 MM) 72 IN. (1830 MM) AND GREATER 5/8 IN (16 MM), PLUS 1/8 IN. (3.2 MM) PER FOOT (305 MM) OF VIEWING DISTANCE ABOVE 72 IN. (1830 MM) GREATER THAN 70 IN (1780 MM) TO LESS THAN OR EQUAL TO 120 IN (3050 MM) LESS THAN 180 IN (5470 MM)2 IN (51 MM) GREATER THAN 70 IN. (1780 MM) TO LESS THAN OR EQUAL TO 120 IN (3050 MM) 180 IN. (4560 MM) AND GREATER 2 IN. (51 MM), PLUS 1/8 IN. (3.2 MM) PER FOOT (3-5 MM) OF VIEWING DISTANCE ABOVE 180 IN. (4570 MM) GREATER THAN 120 IN. (3050 MM)LESS THAN 21 FEET (6400 MM)3 IN. (75 MM) HORIZONTAL VIEWING DISTANCE 3 IN. (75 MM), PLUS 1/8 IN. (3.2 MM) PER FOOT 305 MM) OF VIEWING DISTANCE ABOVE 21 FEET (6400 MM) GREATER THAN 120 IN. (3050 MM) TABLE 703.5.5 VISUAL CHARACTER HEIGHT FIG. 703.4.2 LOCATION OF TACTILE SIGNS AT DOORS CENTERED ON TACTILE CHARACTERS 48" MIN. 60" MAX. 6" MIN. 18" MIN. 18" MIN. 45° LANDING LANDINGRAMP RUN RAMP RUN RAMP RUN LANDING (a) STRAIGHT (b) CHANGE IN DIRECTION FIG. 405.7 RAMP LANDINGS FIG. 405.9.2 CURB OR BARRIER EDGE PROTECTION FIG. 405.9.1 EXTENDED FLOOR OR GROUND SURFACE EDGE PROTECTION 60" MIN. 60" MIN. AT LEAST AS WIDE AS RAMP RUN 60" MIN. 60" MIN. X < 4" 12" MIN. 12" MIN. FIG. 405.7 RAMP LANDINGS 20 1 ADJOINING SURFACE MAXIMUM SLOPE CURB RAMP SLOPE FIG. 406.2 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS FIG. 406.3 SIDES OF CURB RAMPS FIG. 406.4 LANDINGS AT THE TOP OF CURB RAMPS SLOPESLOPE FLARED SIDES 1:10 MAX SLOPE FIG. 406.6 DIAGONAL OR CORNER TYPE CURB RAMPS (b) CURB RAMP AT ISLAND (a) CUT THROUGH AT ISLAND FIG. 406.7 ISLANDS IN CROSSINGS AS CURB RAMP AT LEAST AS WIDE 36" MIN. 2 4 " M I N . 24" MIN. 48" MIN. 36" MIN. 48" MIN. FIG. 407.2.2.2 VISIBLE HALL SIGNALS 2 C 2 C1 1 FIG. 407.2.3.1 FLOOR DESIGNATIONS ON JAMBS OF ELEVATOR HOISTWAY ENTRANCES FIG. 407.2.3.2 CAR DESIGNATIONS ON JAMBS OF DESTINATION-ORIENTED ELEVATOR HOISTWAY ENTRANCES (a) CENTERED DOOR (b) SIDE (OFF-CENTERED) DOOR (c) ANY DOOR LOCATION (d) ANY DOOR LOCATION (e) EXCEPTION EXISTING ELEVATOR CAR CONFIGURATION 16 SQ. FT. MIN. FIG. 407.4.1 ELEVATOR CAR DIMENSIONS 2 1/2" MIN. 72" MIN. 2 1/2" MIN. 2" MIN. 2" MIN. 80" MIN. 42" MIN. 51" MIN. 54" MIN. 68" MIN. 51" MIN. 54" MIN. 36" MIN. 54" MIN. 36" MIN. 80" MIN. 60" MIN. 36" MIN. 60" MIN. 36" MIN. 36" MIN. 54" MIN. FIG. 604.5.1 SIDE WALL GRAB BAR AT WATER CLOSETS (a) WHEELCHAIR ACCESSIBLE WATER CLOSETS (b) AMBULATORY ACCESSIBLE WATER CLOSETS FIG. 604.2 WATER CLOSET LOCATION FIG. 604.3.1 SIZE OF CLEARANCE AT WATER CLOSET FIG. 604.5.2 REAR WALL GRAB BAR AT WATER CLOSETS TRANSFER SIDE FIG. 604.7 DISPENSER OUTLET LOCATION (a) ADULT WALL HUNG WATER CLOSET FIG. 604.8.1.1 SIZE OF WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT ALTERNATE DOOR LOCATION FIG. 604.8.1.2 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DOORS (a) ELEVATION ADULT (b) ELEVATION CHILDREN (c) PLAN FIG. 604.8.1.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE FIG. 604.8.2 AMBULATORY ACCESSIBLE TOILET COMPARTMENT 11 TO 12 IN. (280 TO 305 MM) 12 TO 15 IN. (305 TO 380 MM.) 15 TO 17 IN. (380 TO 430 MM.) 18 TO 20 IN. (280 TO 305 MM.) 20 TO 25 IN. (510 TO 635 MM.) 25 TO 27 IN. (635 TO 685 MM.) 14 IN. (355 MM.)14 TO 17 IN. (355 TO 430 MM.) 17 TO 19 IN. (430 TO 485 MM.) WATER CLOSET CENTERLINE TOILET SEAT HEIGHT GRAB BAR HEIGHT DISPENSER HEIGHT AGES 3 & 4 AGES 5 THROUGH 8 AGES 9 THROUGH 12 12 IN. (305 MM.)12 TO 15 IN. (305 TO 380 MM.) 15 TO 18 IN. (380 TO 455 MM.) ADVISORY SPECIFICATIONS FOR WATER CLOSETS SERVING CHILDREN AGES 3 THROUGH 12 FIG. 604.3.2 (EXCEPTION) OVERLAP OF WATER CLOSET CLEARANCE IN RESIDENTIAL DWELLING NOTE: 604.4 SEATS THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17 INCES MINIMUM AND 19 INCHES MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. PARTITIONPARTITION 12" MAX. 42" MIN. 54" MIN. 16" - 18" 17" - 19" 56" MIN. 60" MIN. 12" MIN.24" MIN. 36" MIN. 7" - 9" 15" MIN. 48" MAX. 59" MIN. 60" MIN. 56" MIN. 60" MIN. 4" MAX. 4" MAX. 42" MIN. 6" MIN. 9" MIN. 6" MIN. 12" MIN. 6" MIN. 6" MIN. 35" - 37" 66" MIN. 60" MIN. 18" MIN. NOTE: INSIDE FINISHED DIMENSIONS ME ASURED AT THE CENTER POINTS OF OPPOSING SIDES SEAT WALL BACK WALL CONTROL WALL FIG. 608.2.1 TRANSFER TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE BACK WALL SIDE WALL SIDE WALL NOTE: INSIDE FINISHED DIMENSIONS ME ASURED AT THE CENTER POINTS OF OPPOSING SIDES FIG. 608.2.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE BACK WALL SIDE WALL SIDE WALL FRONT WALL NOTE: INSIDE FINISHED DIMENSIONS MEASURED AT THE CENTER POINTS OF OPPOSING SIDES FIG. 608.2.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE BACK WALL SEAT WALL CONTROL WALL FIG. 608.3.1 GRAB BARS FOR TRANSFER TYPE SHOWERS SIDE WALL SIDE WALL BACK WALL (a) WITHOUT SEAT BACK WALL SIDE WALL SIDE WALL (b) WITH SEAT BACK WALL FRONT WALL SIDE WALL FIG. 608.3.2 GRAB BARS FOR STANDARD ROLL-IN TYPE SHOWERS FIG. 608.3.3 GRAB BARS FOR ALTERNATE ROLL-IN TYPE SHOWERS FIG. 608.5.1 TRANSFER TYPE SHOWER COMPARTMENT CONTROL LOCATION CAN BE LOCATED ON ANY WALL OF SHOWER (a) WITHOUT SEAT BACK WALL (b) WITH SEAT FIG. 608.5.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION (b) WITH SEAT (ELEVATION) (a) WITH SEAT (ELEVATION) FRONT WALL SIDE WALL BACK WALL SIDE WALL SIDE WALL SIDE WALL BACK WALL (c) WITHOUT SEAT (PLAN) (d) WITH SEAT (PLAN) FIG. 608.5.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION 36". 36". 36" MIN. 48" MIN. 60" MIN. 30" MIN. 30" MIN. 36" MIN. 60" MIN. 36". 18". 6" MAX. 6" MAX. 6" MAX. 6" MAX. 6" MAX. 6" MAX. 6" MAX.6" MAX. 6" MAX. 15" MAX. 38" MIN. 48" MAX. 48" MAX. 27" MAX. 48" MAX. 27" MAX. 48" MAX. 15" MAX. 48" MAX. FIG. 605.2 HEIGHT AND DEPTH OF URINALS (a) WALL HUNG TYPE (b) STALL TYPE 13 1/2" MIN. 17" MAX. 13 1/2" MIN. FIG. 602.5 DRINKING FOUNTAIN SPOUT LOCATION NOTE: 602.4 SPOUT HEIGHT SPOUT OUTLETS SHALL BE 36" INCES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND 5" MAX MIN 1' - 3" N.T.S.104 CONVENTIONS 01 N.T.S.302 FLOOR OR GROUND SURFACES 04 N.T.S.303 CHANGES IN LEVEL 05 N.T.S.304 TURNING SPACE 08 N.T.S.305 CLEAR FLOOR OR GROUND SPACE 09 N.T.S.306 KNEE AND TOE CLEARANCE 10 N.T.S.307 PROTRUDING OBJECTS 06 N.T.S.403 WALKING SURFACES 11 N.T.S.404 DOORS, DOORWAYS, AND GATES 14 N.T.S.802 WHEELCHAIR SPACES 03 N.T.S.703 SIGNS 41 C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C: \ U se r s \ w i ll . t r o t t y \ D oc u m e nt s \ A l d i ne I S D I nt e r m e d ia t e S c ho o l O n e S t o r y _ C E N T RA L _ w il l i a m . t r o tt y . r v t 11 / 1 7/ 2 0 1 6 2: 0 5 : 5 9 A M As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ACCESSIBILITY DETAILS G4.01 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"405 RAMPS 39 N.T.S.406 CURB RAMPS 26 N.T.S.407 ELEVATORS 28 N.T.S.604 TOILET AND BATHING ROOMS 12N.T.S.608 SHOWER COMPARTMENTS 25 1/4" = 1'-0"605 URINALS 37 1/2" = 1'-0"602 DRINKING FOUNTAINS 38 1 06.03.2016 100% SCHEMATIC DESIGN 2 06.10.2016 100% DESIGN DEVELOPMENT 4 11.16.2016 ISSUE FOR BID FIGURE 308.2.1 UNOBSTRUCTED FORWARD REACH FORWARD OR SIDE REACH AGES 3 AND 4 AGES 5 THROUGH 8 AGES 9 THROUGH 12 HIGH ( MAXIMUM) 36 in. (915 mm) 40 in. (1015 mm) 44 in. (1120 mm) LOW (MINIMUM) 20 in. (510 mm) 18 in. (455 mm) 16 in. (405 mm) CHILDREN'S REACH RANGES FIGURE 308.2.2 OBSTRUCTED HIGH FORWARD REACH FIGURE 308.3.1 UNOBSTRUCTED SIDE REACH (a) (b) FIGURE 308.3.2 UNOBSTRUCTED HIGH SIDE REACH (a) (b) 48" MAX. 20" MAX. 44" MAX. >20" - 25" MAX. 15" MIN.48" MAX. 10" MAX. 15" MIN. 48" MAX. 10" MAX. 34" MAX. 48" MAX. >10" - 24" MAX. 34" MAX. 46" MAX. (a) (b) FIG. 609.2.2 GRAB BAR NON-CIRCULAR CROSS SECTION 4" - 4.8" PERIMETER (a) PROJECTING OBJECTS (b) RECESSED OBJECTSFIG. 609.3 SPACING OF GRAB BARS 2" MAX . 2" MAX. 1 1/2" MIN. 12" MIN. FIG 502.2 VEHICLE PARKING SPACES FIG 502.3 PARKING SPACE ACCESS AISLE AREA TO BE MARKED (a) CAR (b) VAN 132" MIN.96" MIN. FULL LENGHT OF PARKING SSPACE 60" MIN. FIG 503.3 PASSENGER LOADING ZONE ACCESS AISLE CURB LINE AREA TO BE MARKED VEHICLE PULL-UP SPACE FULL LENGTH OF 60" MIN. (a) RADIUS OF TREAD EDGE (TYPICAL FOR ALL PROFILES) RADIUS 1/2" MAX. (b) ANGLED RISER (c) CURVED NOSING (d) BEVELED NOSING FIG. 504.5 STAIR NOSINGS 3 0 ° M A X . 1 1/2" MAX. 1 1/2" MAX. FIG. 505.10.1 TOP AND BOTTOM HANDRAIL EXTENSION AT RAMPS FIG. 505.10.2 TOP HANDRAIL EXTENSION AT STAIRS FIG. 505.10.3 BOTTOM HANDRAIL EXTENSION AT STAIRS NOTE: X = TREAD DEPTH 12" MIN. 12" MIN. 12" MIN. X X 34" - 38" 34" - 38" FIG. 505.5 HANDRAIL CLEARANCE FIG. 505.6 HORIZONTAL PROJECTIONS BELOW GRIPPING SURFACE (a) (b) FIG. 505.7.2 HANDRAIL NON-CIRCULAR CROSS SECTION 4" - 6 1/4" PERIMETER 1 1/2" MIN. 1 1/2" MIN. 2 1/4" MAX . 2 1/4" MAX. C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C: \ U se r s \ w i ll . t r o t t y \ D oc u m e nt s \ A l d i ne I S D I nt e r m e d ia t e S c ho o l O n e S t o r y _ C E N T RA L _ w il l i a m . t r o tt y . r v t 11 / 1 7/ 2 0 1 6 2: 0 6 : 0 2 A M As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ACCESSIBILITY DETAILS G4.02 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"308 REACH RANGES 01 1/4" = 1'-0"609 GRAB BARS 03 1/4" = 1'-0"502 PARKING SPACES 07 1/4" = 1'-0"503 PASSENGER LOADING ZONES 08 1/2" = 1'-0"504 STAIRWAYS 09 1/4" = 1'-0"505 HANDRAILS 06 1 06.03.2016 100% SCHEMATIC DESIGN 2 06.10.2016 100% DESIGN DEVELOPMENT 4 11.16.2016 ISSUE FOR BID Drawing Number Project Number Drawing Name DescriptionDate Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 08/10/2016 R306407.01 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT 06.03.2016 100% SCHEMATIC DESIGN 06.10.2016 100% DESIGN DEVELOPMENT TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HOUSTON, TX 09.23.2016 50% CONSTRUCTION DOCUMENTS 10.28.2016 90% CONSTRUCTION DOCUMENTS 11.16.2016 ISSUED FOR BID PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL C7.2 SWPPP DETIALS 21 4 ' - 0 " 22 4 ' - 1 0 " 591'-6" 30 ' - 0 " 26'-0" 30'-0" 30'-0" POB (50' ROW) (50' ROW) (60' R .O.W.) 27 SPACES @ 9' EA 243'-0" 26 SPACES @ 9' EA 26 SPACES @ 9' EA235'-0" 235'-0" 12 SPACES @ 9' EA 108'-0"108'-0" 12 SPACES @ 9' EA 11 6 ' - 0 " 10 SPACES @ 9' EA 90'-0" 90'-0" 90'-0" 10 SPACES @ 9' EA 10 SPACES @ 9' EA 10 SPACES @ 9' EA 12 6 ' - 0 " 12 6 ' - 0 " 12 6 ' - 0 " 12 6 ' - 0 " 14 SPACES @ 9' EA 14 SPACES @ 9' EA 14 SPACES @ 9' EA 14 SPACES @ 9' EA 180'-0" 18 SPACES @ 9' EA 180'-0"20 SPACES @ 9' EA 108'-0"126'-0" 14 SPACES @ 9' EA12 SPACES @ 9' EA FARM R IDGE L ANE RAINGOLD DRIVE BLUE CEDAR LANE TB TB TB TB TB TBTB TOE TOE TB CL DITCH CL DITCHTB TBTB TB TB TOE TOE TB TOE 0.4' 0.1' BC BC EA EC EC EC EA BC BC BC BC EA BC EA BC BC BC BC BC BC "S" "S" "S" FND 5/8" IR "S" "S" PP PP PP PPPP PP PP PP/G PP PP PP PP PP PP PP PP/G PP/G PP PP SL GA SL GI GI GI TPD OHP OHP CI STM MH 60"RCP CI OHP GAOHP OHP OHP OHP (TOWER LINE) 24"RCP OHPOHP GA GI 3-WV's 3-WMV's OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP 30 1 0 20 40 50 20 30 4 0 10 20 30 40 50 20 30 40 10 20 40 50 20 30 4 0 10 20 30 40 50 20 30 40 10 101010 TOWNSEN BLVD SERVICE SCHOOL BUS DROP-OFF NON- COMPETITION BASEBALL FIELD TENNIS COURTS 4 LANE TRACK PRACTICE FIELD GROUND FLOOR PLAN PROPOSED FFE 90.00 PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE 10' - FT EASEMENT PROPERTY LINEPROPERTY LINE PROPERTY LINE 10'-FT EASEMENT DETENTION POND AREA 10'-FT EASEMENT UNDISTURBED AREA MECH. YARD GATE MARQUEE FDC FDC FDC FDC KILN DUMPSTERS 6 YDS EA STAFF PARKING PARENT DROP - OFF ZONE STAFF PARKING VISITOR PARKING ENTRY VISITOR PARKING STAFF PARKING FE N C E A L O N G P R O P E R T Y L I N E FENCE ALONG PROPERTY LINE FENCE ALONG PROPERTY LINE FE N C E A L O N G P R O P E R T Y L I N E FENCE ALONG PROPERTY LINE FE N C E A L O N G P R O P E R T Y L I N E NEW BUILDING CONSTRUCTION NIC ROW IMPROVEMENTS C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:49:30 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 SITE PLAN - TOWNSEN A0.10 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/64" = 1'-0"SITE PLAN TOWNSEN BLVD 01 PARKING ANALYSIS REQUIREMENTS PER CITY OF HOUSTON PARKING ORDINANCE: CLASS 5 RELIGIOUS AND EDUCATIONAL C. SCHOOL (PUBLIC DENOMINATIONAL OR PRIVATE) 2. JUNIOR HIGH SCHOOL 1 SPACES PER EVERY 7 OCCUPANTS TOWNSEN MS: (1,400 STUDENTS + 106 TEACHERS & STAFF = 1,506 / 7 PERSON CLASSROOM = 216 SPACES 216 SPACES REQUIRED NOTES: 1. PER TEXAS ACCESSIBILITY STANDARDS (TAS)- TABLE 1106.2 PARKINGSPACES; FOR 201 - 300 SPCES PROVIDED 7 SPACES REQUIRED TO BE ACCESSIBLE 263 SPACES PROVIDED ON SITE PLAN N.T.S.SITEPLAN LEGEND 1 06.03.2016 100% SCHEMATIC DESIGN 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID DETAIL NOTES: 1. CORNER POSTS 4" O.D., MID POSTS 3" O.D, BLACK PAINTED 2. BOTTOM RAIL 1-5/8" OUTSIDE DIA. 3. CONCRETE FOOTING, 3000 PSI MIN, SEE STRUCTURAL DRAWINGS. 4. 2" X 9" GA. BLACK VINYL COATED FABRIC WITH CONTINUOUS BLACK WIND SCREEN. ATTACH WIND SLEEVE PER MFR. RECOMMENDATIONS. 5. MIDRAILS 1-5/8" OUTSIDE DIA. 6. TOP RAIL 1-5/8" OUTSIDE DIA. GALVANIZED. 7. LINE POST 2-3/8" OUTSIDE DIA. 8. CORNER BRACE BOTH SIDES 1-5/8" O.D. 9. CONCRETE MOW BAND, SEE DETAIL # 2 10. LATCH WITH PADLOCK PROVISION. 11. SELF-CLOSING GATE HINGES. 10 ' - 0 " 1' - 0" 4' - 0" 7' - 0 " F.G. 7 4 5' - 0 " 3 9 3 10' - 0" 6 1 5 10 11 3' - 6 " 3' - 0 " DETAIL NOTE: 1. VINLYN CENTER NET TAPE AND 9 G.A TENSION WIRE. 2. CENTER STRAP WIDTH RECESSED EYELET BOLT ON CENTER LINE. 3. 2" X 9 GA GALV CHAIN LINK FABRIC. 4. 3" O.D. GALV STEEL NET NET POSTS, SEE DETAIL #3, THIS SHEET FOR FOOTING. 5. CONCRETE SLAB, SEE STRUCTURAL DRAWINGS. 4 1 2 5 3 4 5 9' - 0" 3' - 0"3' - 0" 9' - 0" 5' - 0"5' - 0" 21 ' - 0 " 18 ' - 0 " 21 ' - 0 " 21 ' - 0 " 18 ' - 0 " 21 ' - 0 " 21 ' - 0 " 18 ' - 0 " 21 ' - 0 " 21 ' - 0 " 18 ' - 0 " 21 ' - 0 " 12' - 0" 4' - 6" 27' - 0" 4' - 6" 12' - 0" 10' - 0"O.C. TYP. DETAIL NOTES: 1. POST -TENSIONED CONCRETE SLAB. SEE STRUCTURAL DRAWINGS 2. TENNIS NET, SEE DETAIL # 2, THIS SHEET. 3. ALL LINES TO BE 4" WIDE, DURABLE ACRYLIC STRIPPING PAINT 4. CHAIN LINK FENCE ENCLOSURE WITH 8" MOW BAND, SEE DETAIL #3, THIS SHEET. 5. COURT SURFACING, SEE SPECIFICATIONS. 6. EXPANSION JOINT WITH SEALANT. 7. GATE, SEE DETAIL #3, THIS SHEET GENERAL NOTES: A. MAXIMUM 1.0% SLOPE IN ANY DIRECTION ALONG COURT SURFACE. B. SEE STRUCTURAL DRAWINGS FOR POST TENSION CONCRETE SLAB. C. SEE SPECIFICATIONS FOR COURT SURFACE APPLICATION. 6 1 5 2 4 OPENING 1 5 6 4 1% SLOPE 1% SLOPE OPENING EJ NET EJ EJ 7 3' - 6 " 3' - 0 " 1' - 0 " 3" 1 2 4 3 5 6 DETAIL NOTES: 1. TENSION CRANK 2. 3" O.D 11 GA GALVANIZED STEEL BLACK PAINTED NET POST. 3. POST TENSIONED TENNIS COURT SURFACE ON CONC. PAVEMENT, SEE STRUCTURAL DRAWINGS 4. MANUFACTURER EYEBOLT. 5. CONCRETE FOOTING 3000 PSI MIN. AT 28 DAYS. 6. 5/8 DIA. ROD. 1' - 0" 4 - 1.22 M (4.0 FEET) AMERICAN FOOTBALL 360 X 150 ' 11.5 11.5160.2 72 . 1 36.0 172.1 162.0 30.7 8 M 30.78 M 5.05.0 GENERAL NOTES: A. TRACK TO BE LAID OUT ACCORDING TO THE LATEST IAAF TRACK GUIDELINE. B. STRIPING OF LANES, START POINTS, BORDERS, AND OTHER TRACK FEATURES ACCORDING TO IAAF AND TEXAS UIL STANDARDS. C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:49:34 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 SITE DETAILS A0.20 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"TENNIS COURT & FENCE GATE 3 3/8" = 1'-0"TENNIS COURT NETING DETAIL 2 1/16" = 1'-0"TENNIS COURT LAYOUT PLAN 1 1 1/2" = 1'-0"NETTING FOOTING 4 F.S. 1 1/2" = 1'-0"RUNNING TRACK DETAIL 6 1" = 30'-0"RUNNING TRACK LAYOUT 5 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 9' - 0" 18 ' - 0 " 5' - 0"9' - 0" 5' - 0 " 5' - 0" COLOR BLUE COLOR WHITE ACCESSIBLE PARKING SYMBOL 2' - 0"2' - 0" 5' - 0" 8' - 0" MIN. for VANS MIN. ACCESSIBLE ROUTE 3' - 0 " MI N . 4" WIDE STRIPING WHEEL STOP RE: CIVIL DWGS ACCESIBLE SIGN 1' - 4" 4' - 0 " 12 ' - 0 " 6' - 0 " 6 ' - 0 " TRUSS ROD TURNBUCKLE CHAIN LINK FABRIC 2" [50MM] OD ROOF MEMBRANE 4" [102 MM] OD OD POST CHAIN LINK FABRIC 1' - 0" CONCRETE MOW STRIP SCALE: 1 1/2"= 1' - 0" 4 1 / 2 " SECTION RE:PLAN 2" OD ROOF MEMBERS 2" - 9 GA CHAIN LINK FABRIC (ROOF PANELS ONLY) 2" OD RAIL(TYP)45° GRADE 1' - 4" NO. 9 GALVANIZED CHAIN LINK FENCING 2" OD RAIL(TYP)10' - 0"TYP. 6' - 0 " 6' - 0 " DETAIL NOTES: A. LITTLE LEAGUE FEATURES TO BE LAID OUT ACCORDING TO THE LATEST TEXAS UIL STANDARDS B. SEE SPECIFICATIONS FOR FIELD DETAILS FOUL LINE FOU L LI N E 200 ' - 0" 200' - 0" BACKSTOP 60' - 0"60' - 0" RA KED DIR T SOD 16 ' - 0" BASE PLATE, SEE SPECS. PITCHERS MOUND, SEE SPECS. LIMIT OF SOD RESERVED PARKING 1' - 6 " 5' - 0 " 1' - 0" 2" X 2" X 3/16" GALV. STL. POST AMD CAP BLUE SQUARE WITH WHITE SYM. BLUE INSERT BORDER ON WHITE BKG. BLUE LETTERS ON WHITE BKG. 12" DIA X 36" DEEP CONCRETE FOOTING (TYP.) 23' - 4" 10 ' - 0 " 20 ' - 0 " STEEL CROSSBAR 4-1/2" OD X .238 W PLAYING SURFACE PAD OPTIONAL 5' - 0" 4' - 6 " 6" 3' - 0" ALUMINUM UPRIGHTS 2-3/8" OD X . 188" W GALVANIZED STEEL GOOSENECK 4-1/2" OD X .238" WALL CONCRETE FOOTING MATERIAL NOTES: A. SEE SPECIFICATIONS FOR MANUFACTURER REQUIREMENTS RESERVED PARKING 1' - 6 " 5' - 0 " 1' - 0" 2" X 2" X 3/16" GALV. STL. POST AMD CAP BLUE SQUARE WITH WHITE SYM. BLUE INSERT BORDER ON WHITE BKG. BLUE LETTERS ON WHITE BKG. 12" DIA X 36" DEEP CONCRETE FOOTING (TYP.) VAN ACCESSIBLEBLUE INSERT BORDER ON WHITE BKG. 6" BLUE LETTERS ON WHITE BKG. DETAIL NOTES: 1. STEEL MEMBER SIZES TO BE DETERMINED BY GATE MANUFACTURER 2. REFERENCE SPECIFICATIONS FOR MANUFACTURER SECTION A WHEEL STOP CONC. V-TRACK V-WHEEL AND MOUNTING BRACKET TUBE STEEL GATE FRAME SECTION A RE: PLANS POST AS REQ'D PER WIDTH OF DRIVE PROVIDE LOCKING MECHANISM AT GATE AND POST STEEL POST DISTANCE FOR OVERHANGPOSTS 3' - 0 " 7" 6" 18" DIA. DRILLED CONC. FOOTING RE: SITE FOR LOCATION1' - 6" 1/2" EXP. JOINT - FILL ALL SIDES WITH SEALANT CAP 4' - 0 " 6" STEEL TUBE FRAME MOUNTING BRACKET PLATE V-WHEEL STEEL CONT. V-TRACK WITH COUNTERSUNK FASTENERS CONCRETE MATERIAL NOTES: A. SEE SPECIFICATIONS FOR MANUFACTURER REQUIREMENTS FIRE LANE - NO PARKING CURB / PAVEMENT STRIPING (WARNING @ 25' - 0" O.C. MAX. SPACING) RED BACKGROUND WHITE - 3" LETTERS 3' - 0 " 9"9"1' - 6" 2' - 0 " 1' - 9 " 10' - 0" DETAIL NOTES: 1. USE APPROVED TRAFFIC PAINT ON ARROW AND LETTERS (TYP.) 0" 9 " 3' - 0" 6" CURB TYP. SLOPE GROOVES DETAIL NOTE: 1. 6' - 0" RUN BASED ON 6" HIGH CURB AND WALK- LENGTH SHALL BE ADJUSTED ACCORDING TO CURB HEIGHT AND MAXIMUM RISE OF 1:12 RE: CONC. WALK E.J. CO N C . W A L K W I D T H , RE : P L A N 6" CURB TYP.CURB TAPERS AT RAMP SLOPE TO PARKING ELEVATION 6' - 0 5 / 8 " 10' - 0" 1' - 0" 9' - 0 " END & CORNER POST LINE POST CHAIN LINK TRUSS ROD MAX SPACING GRADE TENSION WIRE OPTIONAL, SPECIFY WHEN REQUIRED. MATERIAL NOTES: 1. SEE SPECIFICATIONS FOR MANUFACTURER REQUIREMENTS. C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:49:37 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 SITE DETAILS A0.21 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 3/16" = 1'-0"TYP. ACCESSIBLE PARKING 14 1/2" = 1'-0"BACKSTOP SECTION 1 1/4" = 1'-0"BACKSTOP DETAIL - TYPICAL 6 1" = 30'-0"BASEBALL FIELD 11 1" = 1'-0"ACCESSIBLE PARKING 8 1/4" = 1'-0"FOOTBALL GOAL POST DETAIL 16 1" = 1'-0"VAN ACESSIBLE PARKING 3 N/ASLIDING GATE DETAILS 2 1 1/2" = 1'-0"CURB MARKING 13 1/2" = 1'-0"ONE WAY PAINT 18 1/2" = 1'-0"CURB RAMP PLAN 23 1/2" = 1'-0"TYP. CHAIN LINK FENCE 19 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID S D S D S D S D S D S D H D GFCI GFCI GFCI GFCI GFCI UP GFCI GFCI GFCI SERVICE CD CG CJ C1 AREA B AREA F AREA D AREA A AREA G AREA E AREA C FM GP C11 FD GN GA EA CA 714' - 2 7/8" 122' - 8" 41' - 2 1/4" 67 ' - 0 " 11 5 ' - 1 0 " 5 2 ' - 9 3 / 8 " 14 2 ' - 9 1 / 8 " 262' - 0 1/8" 02 A3.00 01 A3.00 03 A3.00 BI BA B1 A1 B12 F4 F7F3 F10 EJ EI AC G14G5G2 E5 AI A16 F1 F2 175' - 5 1/8" 77' - 3 1/8" 47' - 6" 77' - 3 1/8" 107' - 7" 56 9 ' - 6 1 / 8 " 17 4 ' - 1 0 3 / 8 " 77' - 3 1/8" 47' - 6" 78' - 6" 49 ' - 1 1 3 / 4 " 7 6 ' - 0 1 / 4 " 176' - 8" G15 D8 D12 BG C3 BC EC E4E1 G7 C12C9C7 DGCE DB DB AE AA A3 A5 A7 A10A11A12 A13A14 A17 A18 A19 B6 B7 B8 DH G10 G13 GB GH GL GO G12G9E9G1 GJ GE FE FG FK F11 DI FBFA F5 F6 C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D KEY PLAN AB C DE FG Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:50:11 AM 1" = 20'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 MASTER FLOOR PLAN A1.01 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1" = 20'-0"MASTER FLOOR PLAN - LEVEL 1 01 1 06.03.2016 100% SCHEMATIC DESIGN 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 2B 2B MS MS 2B 2B MS MS 2B MS 2B 1K 1 K MS 2B 2B MS 2B MS MS MS MS MS 2B MS 2B 2B 25 A6 . 0 4 14/A2.01 9 A6 . 0 0 93 SF SECURITY 1002 100 SF O 166 SF PARENT WR 1003 200 SF O 88 SF PARENT RR 1003A 90 SF J 775 SF SECRETARY/ RECEPTION 1000 700 SF O 261 SF PRINCIPAL 1005 270 SF O 131 SF SECRETARY OFFICE 1004 120 SF O 235 SF ADMIN CONF. 1007 200 SF O 140 SF OFFICE 1006 125 SF O 180 SF ADMIN CONF. 1008 200 SF O 166 SF ASSIST PRINCIPAL 1009 170 SF O 189 SF AP WAITING 1010 200 SF O 638 SF TEACHERS LOUNGE 1013 560 SF O 148 SF LOUNGE STOR 1013A 200 SF O 227 SF VENDING 1013 250 SF O 163 SF ASSIST PRINCIPAL 1016 170 SF O 188 SF AP WAITING 1015 200 SF O 162 SF ASSIST PRINCIPAL 1017 170 SF O 227 SF ATTENDANCE 1001 225 SF O 327 SF REGISTRAR 1020 300 SF O 142 SF SP ED CLERK 1021 125 SF O 142 SF ESL CLERK 1022 125 SF O 214 SF ADMIN FILE 1012 250 SF O 110 SF ADMIN STORAGE 1014 120 SF O 192 SF ADMIN. RR - MEN 1023 200 SF J 195 SF ADMIN. RR - WOMEN 1024 200 SF J 6 A6.00 67 ' - 0 " 29 ' - 8 " 33 / A 2 . 0 1 5 A6.00 03 A6 . 0 4 663 SF VESTIBULE 1030 E 1030.21030.1 1030.3 1030.4 122' - 8"41' - 2 1/4" 10 A6 . 0 0 33 A6.04 SI M 25 A6 . 0 4 SI M 25 A6 . 0 4 SI M 25 A6 . 0 4 SI M 25 A6 . 0 4 SI M 25 A6 . 0 4 1' - 6" 25' - 4 3/8" 24' - 7 3/4" 22' - 9 1/2" 9' - 11 1/2" 15' - 0" 6' - 10 7/8" 1' - 6" 6' - 7 1/8" 15' - 0" 15' - 0" 18' - 8" 4' - 0" 7' - 0" 6' - 0" 6' - 0" 4' - 0" 8' - 0" 4' - 0" 10' - 0" 6' - 0" 8' - 4" 12' - 8" 4' - 0" 15' - 8" 6' - 0" 2' - 4" BF 04 A3.00A1 A2 A4 A6 AC AD AF AG AH AI A8 A9 A15 A16 25 / A6.40 01 / A6.41 166 SF ASSIST PRINCIPAL 1011 170 SF O 1' - 6 " 1 5 ' - 8 3 / 8 " 1 4 ' - 4 " 1 4 ' - 0 3 / 4 " 8 ' - 9 1 / 8 " 1 1 ' - 1 5 / 8 " 1 ' - 6 " 8' - 0 " 5 ' - 0 " 1 1 ' - 0 " 4 ' - 0 " 8 ' - 8 " 4 ' - 0 " 1 3 ' - 0 " 1 3 ' - 4 " 11 ' - 8 " 3 1 ' - 2 1 / 4 " 41' - 2 1/4" 12' - 7" 2' - 8" 5' - 0" 4' - 11 1/4" 4' - 0" 4' - 8 3/4" 4' - 0" 9' - 4" 4' - 0" 14' - 4" 5' - 0" 1000.4 985 SF CORRIDOR 1000 O 1000.2 4' - 6 1 7 / 1 2 8 " 1000.3 08 A6 . 0 4 PROVIDE EIGHT (8) UNITS OF 18" D X 36" W X 84" H METAL SHELVING PASS THROUGH WINDOW 8 A6 . 0 5 2 / A6.05 7 A6.05 10 A6 . 0 5 4A6.05 11 A6 . 0 5 12 A6 . 0 5 01 A6 . 0 4 PROVIDE TEN (10) UNITS OF 24" D X 36" W X 84" H OF METAL SHELVING PROVIDE (23) UNITS OF 12" D X 36" W X 84" H OF METAL SHELVING 1216 PROVIDE (6) UNITS OF 24" D X 45" W X 84" H METAL SHELVING 38 A6 . 0 4 8' M.B. SI M 25 A6 . 0 4 07 A6 . 0 4 19 A6.04 SIM33A6.04 37 A6 . 0 4 02A6.04 26 A6 . 0 4 20 A6.04 21 A6 . 0 4 8' M.B. (3) VENDING MACHINES N.I.C. PROVIDE POWER , DATA & WATER AE AA A3 A5 A7 A10 A11 A12 A13 A14 A17 A18 20212121 21 21 20 21 23 21 21 20 21 21 20 31 31 31 01 01 01 16 22 50 5253 52 51 PASS THROUGH WINDOW 1000.1 10031003A1005 1007 1024 1023 1008 100610091011 1012 1022 102110141013.2 1013.1 1013A 1016 1017 1020 1002 1001 1040.2 1040.1 462 SF BOOK RM 1216 510 SF O 2,109 SF MAIN LOBBY 1040 E5 15' - 0" 01/A2.01 1' - 6 " 02 / A 2 . 0 1 79' - 11"13' - 4" 1' - 6" 20' - 0 3/4" 17' - 3 1/2" 17' - 7" 23' - 0 3/4" 16 ' - 8 " 5 ' - 0 " 3 ' - 0 " 4 ' - 0 " 3 ' - 0 " 2 3 ' - 0 " 1 2 ' - 1 " 2 3 ' - 8 " 4 ' - 0 " 1' - 6 " 15 ' - 8 3 / 8 " 4 ' - 4 7 / 8 " 9 ' - 1 1 1 / 8 " 1 4 ' - 0 3 / 4 " 8 ' - 9 1 / 8 " 1 1 ' - 1 5 / 8 " 14 ' - 8 1 / 4 " 15 / A4.00 1 / ZA4.20 19 / A4.00 31 / A4.00 9 / ZA4.20 2 / ZA4.20 BOLLARD W/ PUSH BUTTON AT THIS SIDE AUTOMATIC DOOR CONTROL AUTOMATIC DOOR CONTROL 6 / ZA4.20 6' - 3" 15 ' - 4 " 1' - 0"1' - 0" 1' - 0" 1 ' - 0 "1' - 0" 100° 140° 1 2 0 ° 1. PARTITION TYPE B AT CORRIDOR PARTITIONS, TYP. 2. PARTITION TYPE BB AT CLASSROOM AND OFFICE DEMISING WALLS, TYP. 3. REFER TO A5.10 AND A5.11 FOR PARTITION TYPES 4. REFER TO A5.00 FOR ROOM FINISH SCHEDULE AND LEGEND. 5. RE: G0.02 FOR LEGENDS AND ABBREVIATIONS. 6. RE: G0.03 FOR CODE ANALYSIS INFORMATION. 7. RE: WINDOW SCHEDULE FOR WINDOW TYPES. 8. RE: DOOR SCHEDULE FOR DOOR TYPES. 9. ALL DIMENSIONS TO FACE OF FINISH U.N.O. C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D KEY PLAN AB C DE FG Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:50:18 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FLOOR PLAN LEVEL 1 AREA A A1.01A ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"FLOOR PLAN - LEVEL 1 AREA A 06 1/16" = 1'-0"GENERAL NOTES 1 06.03.2016 100% SCHEMATIC DESIGN 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID S D S D MS 2B MS 2B MS MS 2B MS MS MS MS MS MS MS MS MS 2B MSMS 2B 2B 4B 4B 4B 4B 4B 4B 4B 4B 4B 1B 1B 4B 4B MS 1B 1B MS MS MS 1K 1K 1B 1B 4B 4B 4B 4B 2B 2B MS MS MS 1K1K 1K MS 4B 4B 4B 4 B 4B 4B 4 B 4B 1B 2B 1B 1B DWDW 221_8" 20 1_8"201_8"201_8"201_8"201_8"201_8" 20 1_8"201_8"201_8"201_8"201_8"201_8"201_8"201_8" 20 1_8"201_8"201_8"201_8"201_8"201_8" 20 1_8"201_8"201_8"201_8"201_8"201_8"201_8"201_8" 20 1_8"201_8"201_8"201_8"201_8"201_8" 20 1_8"201_8"201_8"201_8"201_8"201_8"201_8"201_8" 20 1_8"201_8"201_8"201_8"201_8"201_8" 20 1_8"201_8"201_8"201_8"201_8"201_8"201_8"201_8" 20 1_8"201_8"201_8"201_8"201_8"201_8"201_8" 201_8" 201_8" 201_8" 201_8" 20 1_8"201_8"201_8"201_8"201_8"201_8" 22 1_8"221_8"22 1_8"221_8" 221_8"221_8"221_8"221_8"221_8"221_8" 221_8"221_8"221_8"22 1_8"221_8" 221_8"221_8"221_8"22 1_8"221_8" 221_8"221_8"221_8"22 1_8"221_8" 22 1_8"221_8"221_8" 221_8"221_8"221_8"221_8"221_8"221_8" 221_8"221_8"221_8"221_8"221_8"221_8" 221_8"221_8"221_8"221_8"221_8"221_8" 221_8"221_8"221_8"221_8"221_8"221_8" 23 1_8"23 1_8"23 1_8"23 1_8" 201_8" SL O P E D O W N ADA TRANSFER ARM 42" TYP ROW TO ROW SPACING 445_8"44 5_8" 10'-6 7_ 8"10'-1 1_2" SL O P E D O W N 01 / A6.07 37 / A6.40 001 / A6.09 B9 6TH GRADE WING 811 SF CLASSROOM 1603 788 SF A 391 SF MECH 1600C K3 484 SF TEACHER WORKROOM 1631 500 SF A 213 SF SKILLS SPCT 1602 200 SF A 100 SF IDF 1600F 80 SF K1 78 SF JAN 1600B K2 337 SF GIRL'S RR 1630A J1 362 SF BOY'S RR 1600A J2 99 SF IDF 1630F K1 735 SF CLASSROOM 1633 750 SF A 700 SF CLASSROOM 1635 750 SF A 661 SF CLASSROOM 1639 750 SF A 953 SF KEYBOARDING 1640 1,280 SF D 1,121 SF SCIENCE LAB 1655 1,200 SF A 321 SF PREP 1650A 350 SF A 1,122 SF SCIENCE LAB 1650 1,200 SF A 1,122 SF SCIENCE LAB 1620 1,200 SF A 321 SF PREP 1620A 350 SF A 1,121 SF SCIENCE LAB 1625 1,200 SF A 127 SF NEIGH. STOR 1600E 200 SF E5 624 SF FLEX 1600 350 SF E 127 SF NEIGH. STOR 1630E 200 SF E5 962 SF ART STUDIO 1610 1,100 SF B 661 SF CLASSROOM 1609 788 SF A 700 SF CLASSROOM 1608 788 SF A 702 SF CLASSROOM 1607 788 SF A 700 SF CLASSROOM 1606 788 SF A 700 SF CLASSROOM 1605 788 SF A 708 SF CLASSROOM 1604 788 SF A 69 SF TEACHER RR 1601A J 461 SF TEACHER WORKROOM 1601 A 474 SF MECH 1630C K3 70 SF TEACHER RR 1631A J 234 SF TEACHER STOR 1632 A 700 SF CLASSROOM 1634 750 SF A 699 SF CLASSROOM 1636 788 SF A 700 SF CLASSROOM 1637 788 SF A 699 SF CLASSROOM 1638 750 SF A 99 SF NEIGH. STOR 1600D 200 SF E5 624 SF FLEX 1630 350 SF E 99 SF NEIGH. STOR 1630D 200 SF E5 4,889 SF CORRIDOR 1600 E BH B4 B5 B10 B11 02 A3.00 03 A3.00 BI 01 / A4.00 83 SF ART STOR 1610A 100 SF B 05 / A 2 . 0 1 BF BE BD BB BA 27 ' - 1 0 1 / 4 " 25 ' - 1 " 24 ' - 0 " 24 ' - 0 " 24 ' - 0 " 24 ' - 0 " 24 ' - 0 " 1' - 6 " 13 A4.00 B1 B12B3 E5 DA 17 A6.10 16 A6.10 01 / A6.10 27 A6 . 1 0 26 A6 . 1 0 37 / A6.4001 / A6.40 05 A6.07 06 A6.07 11 A6 . 1 0 12 A6 . 1 0 1' - 2" 11' - 7 5/8" 11' - 8" 16' - 9 3/4" 18' - 7 3/8" 33 ' - 1 0 1 / 1 6 " 18 ' - 7 " 4' - 0 " 26 ' - 3 1 / 2 " 77' - 3 1/8"48' - 8 7/8"77' - 3 1/8" 17 6 ' - 4 " 11 ' - 8 " 3 1 ' - 2 1 / 4 " 3 1 / 8 " 2 4 ' - 0 " 2 ' - 4 " 2 1 ' - 8 " 2 4 ' - 0 " 2 4 ' - 0 " 24 ' - 0 " 2 5 ' - 1 " 2 7 ' - 1 0 1 / 4 " 1 ' - 1 0 3 / 4 " 11 ' - 4 " 4 ' - 0 " 1 5 ' - 0 " 4 ' - 0 " 6 ' - 0 " 9 ' - 0 " 1 4 ' - 0 " 4 ' - 0 " 18 ' - 0 " 4 ' - 0 " 1 4 ' - 4 " 7 ' - 4 " 4 ' - 0 " 1 3 ' - 0 " 4 ' - 0 " 4 4 ' - 4 " 17 4 ' - 3 1 / 2 " 11 ' - 4 " 4 ' - 0 " 1 5 ' - 0 " 4 ' - 0 " 6 ' - 0 " 9 ' - 0 " 1 4 ' - 0 " 4 ' - 0 " 1 8 ' - 0" 4 ' - 0 " 1 4 ' - 4 " 7 ' - 4 " 4 ' - 0 " 1 3 ' - 0 " 4 ' - 0 " 5 ' - 0 " 1 8 ' - 8 " 4 ' - 0 " 1 4 ' - 7 1 / 2 " 7' - 2" 6' - 0" 7' - 6" 11' - 0" 19' - 0" 4' - 0" 10' - 4" 4' - 0" 9' - 6"10' - 3 1/8" 4' - 0" 14' - 4" 19' - 0" 7' - 0" 4' - 0" 7' - 4" 6' - 0" 4' - 1 1/8" 1601 1602 1603 1604 1600E.1 1600E.2 1600E.3 1600D.4 1600D.3 1600D.2 1600D.1 1600E.4 1610A 1600B 1600F 1601A 1600C 1605 1609 1634 1650E.41650E.31650E.2 1630D.41630D.31630D.21630D.1 1650E.1 1630F 1631A 16311630C 1637 1636 1655.1 1650.1 1635 1632 1650.2 1638 1600.3 1606 1607 1625.2 1620.2 1600.2 1608 1640A 1639 1610.2 1655.2 1620A.2 1620A.1 1633 REFER TO L-3.02 FOR LANDSCAPE LAYOUT 1625.1 1620.1 84 SF KEYBOARDING STOR 1640A D 1640.1 1640.2 2" 1' - 4" 30' - 0 1/2" 12' - 3 1/4" 33' - 2 1/4" 3 1/8"3 1/8" 30' - 6 71/256" 14' - 11 57/256" 30' - 0 1/2" 3 1/8" BG BC 1610.1 PROVIDE (10) UNITS OF 18" D X36" W X 84" H OF METAL SHELVING PROVIDE (11) UNITS OF 18" D X36" W X 84" H OF METAL SHELVING PROVIDE (11) UNITS OF 18" D X36" W X 84" H OF METAL SHELVING PROVIDE (11) UNITS OF 18" D X36" W X 84" H OF METAL SHELVING 1650A.2 1650A.1 E4 E6E3 DB A19 B6 B7 B8 24' - 1 1/4" 2' - 7 7/8" 7' - 6" 43' - 0" 43' - 0" 7' - 6" 2' - 7 7/8" 5' - 10 3/4"5' - 10 3/4" 6' - 9 " 7 ' - 6 " 1 3 ' - 1 1 1 / 2 " 31 01 01 01 01 02 01 06 01 01 01 01 04 08 01 01 03 01 01 01 01 01 01 01 05 04 05 04 18 ' - 0 " 7 ' - 2 " 3 ' - 0 " 1 7 ' - 8 " 8 ' - 4 " 7 ' - 2 " 5 ' - 0 " 1 0 ' - 0 " 4' - 0 " 1 9 ' - 8 " 4 ' - 0 " 1 7 ' - 0 " 7 ' - 2 " 8 ' - 2 " 9 ' - 1 0 7 / 8 " 28 ' - 2 " 1 7 ' - 8 " 8 ' - 4 " 7 ' - 2 " 5 ' - 0 " 1 0 ' - 0 " 4' - 0 " 1 9 ' - 8 " 4 ' - 0 " 1 7 ' - 0 " 7 ' - 2 " 8 ' - 2 " 09/A2.03 03 / A 2 . 0 1 04 / A 2 . 0 3 28 / A 2 . 0 3 01 28 ' - 1 5 / 8 " 1 8 ' - 7 " 5 ' - 2 1 / 2 " 3 5 ' - 1 1 / 1 6 " 1 1 ' - 3 " 3 4 ' - 5 5 / 1 6 " 3 ' - 7 7 / 1 6 " 9 / ZA4.20 3 / ZA4.20 4 / ZA4.20 5 / ZA4.20 33 / A4.00 21 / A4.00 03 / A4.00 1553.76 1121 3192 3194 1230.21230.1 1600.5 07 1600.4 1. PARTITION TYPE B AT CORRIDOR PARTITIONS, TYP. 2. PARTITION TYPE BB AT CLASSROOM AND OFFICE DEMISING WALLS, TYP. 3. REFER TO A5.10 AND A5.11 FOR PARTITION TYPES 4. REFER TO A5.00 FOR ROOM FINISH SCHEDULE AND LEGEND. 5. RE: G0.02 FOR LEGENDS AND ABBREVIATIONS. 6. RE: G0.03 FOR CODE ANALYSIS INFORMATION. 7. RE: WINDOW SCHEDULE FOR WINDOW TYPES. 8. RE: DOOR SCHEDULE FOR DOOR TYPES. 9. ALL DIMENSIONS TO FACE OF FINISH U.N.O. C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D KEY PLAN AB C DE FG Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:50:29 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FLOOR PLAN LEVEL 1 AREA B A1.01B ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"FLOOR PLAN - LEVEL 1 AREA B 07 1/16" = 1'-0"GENERAL NOTES 1 06.03.2016 100% SCHEMATIC DESIGN 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID S D S D 1K 1K MS 4B 4B 1B 1B 4B 4B 4B 4B 4B 4B 4B 1B 2B MS 4B 2B 2B 4B 4B 4B MS 4B 4B 4B 4B 4B 4B 4B 2B MS 4B 1B 1B 4B4B 4B 4B 4B 4B 1B 1B 4B MS MS MS 2B 2B 1B 1B DW DW CD CG CJ C1 661 SF CLASSROOM 1739 788 SF A 701 SF CLASSROOM 1738 788 SF A 699 SF CLASSROOM 1737 788 SF A 698 SF CLASSROOM 1735 788 SF A 701 SF CLASSROOM 1736 788 SF A 701 SF CLASSROOM 1734 788 SF A 774 SF CLASSROOM 1733 788 SF A 1,124 SF SCIENCE LAB 1750 1,200 SF A 322 SF PREP 1750A 350 SF A 1,123 SF SCIENCE LAB 1755 1,200 SF A 624 SF FLEX 1730 350 SF E1 938 SF KEYBOARDING 1740 1,280 SF D 681 SF CLASSROOM 1709 788 SF A 699 SF CLASSROOM 1707 788 SF A 701 SF CLASSROOM 1706 788 SF A 698 SF CLASSROOM 1705 788 SF A 701 SF CLASSROOM 1704 788 SF A 776 SF CLASSROOM 1703 788 SF A 971 SF ART STUDIO 1710 1,100 SF B 85 SF ART STOR 1710A 100 SF B 624 SF FLEX 1700 350 SF E1 1,123 SF SCIENCE LAB 1725 1,200 SF A 322 SF PREP 1720A 350 SF A 1,113 SF SCIENCE LAB 1720 1,200 SF A 471 SF MECH 1730C K3 224 SF SKILLS SPCT 1732 A 325 SF TEACHER WORKROOM 1701 200 SF A 480 SF TEACHER WORKROOM 1731 850 SF A 388 SF MECH 1700C K3 128 SF NEIGH. STOR 1700E 200 SF E5 100 SF IDF 1700F K1 384 SF TEACHER STOR 1702 500 SF A 77 SF JAN 1700B K2 7TH GRADE WING 127 SF NEIGH. STOR 1730E 200 SF E5 311 SF BOY'S RR 1700A J2 319 SF GIRL'S RR 1730A J1 C2 70 SF TEACHER RR 1701A J 85 SF NEIGH. STOR 1730D 200 SF E5 70 SF TEACHER RR 1731A J 99 SF MDF 1730F K1 C4 C5 C6 C8 C10 C11 CB CC CI CH 99 SF NEIGH. STOR 1700D 200 SF E5 CA 1704 1700E.1 1700E.2 1700E.3 1700D.4 1700D.3 1700D.2 1700D.11700E.4 1710A 1700B 1700F 1701A 1701 1700C 1702 1 A6 . 0 2 2 A6 . 0 2 8 A6.02 7 A6.02 5 A6 . 0 2 6 A6 . 0 2 CF 01 / A6.40 37 / A6.40 37 / A6.40 48 ' - 8 7 / 8 " 77 ' - 3 1 / 8 " 78 ' - 6 " 76 ' - 0 1 / 4 " 76 ' - 0 1 / 4 " 33' - 10 1/16" 12' - 6" 33' - 10 1/16" 22' - 4 149/256" 2' - 7 7/8" 22' - 3 171/256" 7 7/8" 22' - 4 181/256" 2' - 7 7/8" 22' - 3 139/256" 7 7/8" 22' - 4 213/256" 22' - 4 75/128" 2' - 7 7/8" 22' - 3 171/256" 7 7/8" 22' - 4 181/256" 2' - 11 7/8" 21' - 11 139/256" 7 7/8" 22' - 4 213/256" 2' - 7 7/8" 1733 17051709 1734 1730E.1 1730E.2 1730E.3 1730D.3 1730D.2 1730D.1 1730E.4 1730F 1731A 1731 1730C 1737 1736 1735 1732 1750.2 1738 1700.3 1706 1725.2 1720.21700.2 1708 1640B 1739 1710.2 1755.2 384 SF TEACHER STOR 1702 500 SF A 176' - 8" 1' - 6" 24' - 0" 2' - 4" 21' - 8" 24' - 0"24' - 0" 24' - 0" 25' - 1" 28' - 7" 1' - 6" 11' - 4" 4' - 0" 15' - 0" 4' - 0" 6' - 0" 9' - 0" 14' - 0" 4' - 0" 18' - 0" 4' - 0" 21' - 8" 4' - 0" 12' - 8" 4' - 0" 24' - 0" 4' - 0" 17' - 0" 6' - 0 " 7 ' - 4 " 4 ' - 0 " 7 ' - 0 " 1 9 ' - 0 " 1 4 ' - 4 " 4 ' - 0 " 1 0 ' - 3 1 / 8 " 8' - 3 1 / 8 " 4 ' - 0 " 1 0 ' - 4 " 4 ' - 0 " 1 9 ' - 0 " 1 1 ' - 0 " 7 ' - 6 " 6 ' - 0 " 5 ' - 1 1 1 / 8 " 700 SF CLASSROOM 1708 788 SF A 176' - 8" 1' - 6" 24' - 0" 2' - 4" 21' - 8" 24' - 0"24' - 0" 24' - 0" 25' - 1" 28' - 7" 1' - 6" 11' - 4" 4' - 0" 15' - 0" 4' - 0" 6' - 0" 23' - 0" 4' - 0" 18' - 0" 4' - 0" 14' - 4" 7' - 4" 4' - 0" 13' - 0" 4' - 0" 4' - 8" 19' - 0" 4' - 0" 17' - 0" 4' - 0 " 5 ' - 0 " 8 ' - 4 " 4 ' - 0 " 6 ' - 0 " 1 9 ' - 0 " 4 ' - 0 " 1 0 ' - 8 " 5 ' - 1 1 1 / 2 " 28' - 2"7' - 2" 5' - 0" 10' - 0" 4' - 0" 19' - 9" 4' - 0" 16' - 11" 7' - 2" 8' - 2" 18' - 0" 7' - 2" 3' - 0" 17' - 8" 8' - 4" 7' - 2" 5' - 0" 10' - 0"4' - 0" 19' - 8" 4' - 0" 17' - 0" 7' - 2" 8' - 2" 9' - 11 1/8" 42 ' - 1 1 " 66 ' - 1 1 1 / 2 " 46 ' - 7 1 / 2 " 1 6 ' - 0 " 9 ' - 0 " 4 ' - 0 " 9 ' - 0 " 5 ' - 0 " 1' - 6 " 3 0 ' - 0 1 / 2 " 1 2 ' - 3 1 / 4 " 3 3 ' - 2 1 / 4 " 1 8 ' - 1 1 " 1 2 ' - 9 1 / 2 " 1 8 ' - 9 1 / 2 " 3 3 ' - 2 1 / 4 " 1 2 ' - 3 1 / 4 " 3 0 ' - 0 1 / 2 " 28' - 0 3/4" OH COILING DOOR REFER TO L-3.02 FOR LANDSCAPE LAYOUT 10 A6 . 1 1 25 A6 . 1 1 1710.1 1725.1 1720 1740.1 1740.2 81 SF KEYBOARDING STOR 1640B D 1755.1 1750.1 0' - 3 " 33 ' - 2 1 / 4 " 12 ' - 3 1 / 4 " 30 ' - 0 1 / 2 " 0' - 3 1 / 4 " 30 ' - 0 1 / 2 " 1 2 ' - 3 1 / 4 " 3 3 ' - 2 1 / 4 " 3 1 / 8 " 30 ' - 7 1 / 4 " 11 ' - 8 " 33 ' - 9 " 49 ' - 1 1 3 / 4 " 33 ' - 9 " 11 ' - 8 " C3 PROVIDE (10) UNITS OF 18" D X36" W X 84" H OF METAL SHELVING PROVIDE (11) UNITS OF 18" D X36" W X 84" H OF METAL SHELVING PROVIDE (11) UNITS OF 18" D X36" W X 84" H OF METAL SHELVING PROVIDE (9) UNITS OF 18" D X36" W X 84" H OF METAL SHELVING 1750A.1 1750A.2 1720A.2 1720A.1 1210.2 C12C9C7 CE 01010101010101 03 01 01 08 04 01 01 05 07 040101060604 01 01 02 01 01 01 01 01 01 01 02 01 01 01 02 01/A2.02 09 / A 2 . 0 3 29 / A 2 . 0 1 34 / A 2 . 0 1 12 ' - 0 " 04/A2.03 28/A2.03 02/A2.02 05 / A4.00 17 / A4.00 07 / A4.01 2 / ZA4.21 1707 1703 1700D.4 1700.4 1700.5 C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D KEY PLAN AB C DE FG Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:50:38 AM 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FLOOR PLAN LEVEL 1 AREA C A1.01C ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"FLOOR PLAN - LEVEL 1 AREA C 06 1 06.03.2016 100% SCHEMATIC DESIGN 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID D S D MS 4B 4B 4B 4B 4B 4B 4B 2B MS 4B 4 B 4B 2B MS MS MS MS MS 2K 4B 2B 1B 2B 2B 1B 2B 2B MS 2B MS MS 2B MS MS MS MS MS MS MS MS MS 2B MSMS 2B 2B 2B H D 4B 4B 4B 2B 44 5_ 8" SL O P E D O W N 462 SF BOOK RM 1216 510 SF O 680 SF DYSLEXIA 1214 750 SF A 687 SF RTI CLASSRM 1212 750 SF A 708 SF RTI CLASSRM 1213 750 SF A 105 SF SMALL CONF 1209 150 SF O 143 SF RTI OFFICE 1207 120 SF O 129 SF RTI OFFICE 1208 120 SF O 4,720 SF LIBRARY 1201 4,680 SF L 1,165 SF COMPUTER LAB 1210 1,280 SF A 703 SF RESOURCE ROOM 1204 750 SF A 708 SF ADAPTIVE BEHAVIOR 1206 750 SF A 297 SF WORK ROOM 1201B 300 SF O 752 SF RESOURCE ROOM 1211 750 SF A 07 / A6.41 02 A6.06 01A6.06 03 A6 . 0 6 04 A6 . 0 6 9 A6.11 23 A6 . 1 1 24 A6 . 1 1 8A6.11 1 A6 . 0 1 3 A6 . 0 1 14/A2.01 9 A6 . 0 0 387 SF MAKER SPACE 1201A 400 SF O 754 SF SAC 1215 800 SF A 6 A6.00 26 / A 2 . 0 1 494 SF CLINIC 1100 550 SF C 131 SF NURSE'S OFFICE 1100C 150 SF O 89 SF NURSE'S STOR 1100D 100 SF O 77 SF CLINIC RR 1100A 75 SF C 143 SF DIAG 1111 160 SF O 142 SF DIAG 1112 160 SF O 134 SF SPEECH 1113 130 SF O 92 SF IDF 1110A O 65 SF COUNS STOR 1118 100 SF O128 SF COUNS 1114 150 SF O 440 SF COUNS/DIAG WAIT 1110 500 SF O 133 SF COUNS 1117 150 SF O 134 SF COUNS 1115 150 SF O 709 SF TESTING COORD 1120 750 SF O 134 SF COUNS 1119 150 SF O 128 SF COUNS 1116 150 SF 0 19 / A 2 . 0 3 02/A2.03 01/A2.03 1/ A 2 . 0 3 5 A6.00 2 A6 . 0 1 4 A6 . 0 1 5 A6.01 6 A6.01 211 SF COUNS CONF 1121 225 SF O 1040.2 1040.1 1200.3 1100B 82 SF ISOLATION 1100B C 6,455 SF CORRIDOR 1200 E5 340 SF CORRIDOR 3192 860 SF STRUCTURED LEARNING CENTER 1203 850 SF A 273 SF SP. ED. COUNS. 1202 250 SF O 371 SF LIBRARY STORAGE 1201C 400 SF O1201C 7 A6.00 8 A6.00 EA 10 A6 . 0 0 EB E2 D2 05 A6 . 0 4 SIM05A6.04 SIM05 A6.04 04 A6 . 0 4 16 A6 . 0 4 28 A6 . 0 4 27 A6 . 0 4 CORRIDOR 1130 04 A3.00 B1 D6 D7 D10D3 DC DC DD DE DF ED DA D5 D9 DJ 03 / A 2 . 0 3 11 ' - 8 " 3 1 ' - 2 1 / 4 " 135' - 2 1/8"24' - 4 5/8" 41' - 2 1/4"88' - 11 3/8" 12' - 4" 4' - 0" 10' - 4" 4' - 0" 6' - 0" 3' - 8" 4' - 0" 9' - 0" 5' - 0" 5' - 8 1/8" 2' - 7 7/8" 4' - 0" 18' - 3 1/4" 4' - 0 " 8 ' - 0 1 / 4 " 4 ' - 0 " 3 ' - 0 " 9 ' - 2 " 4 ' - 0 " 7 ' - 8 " 4 ' - 0 " 1 0 ' - 4 " 4 ' - 0 " 2 ' - 0 " 6 ' - 0 " 4 ' - 0 " 1 0 ' - 4 " 4 ' - 0 " 8 ' - 0 " 4 ' - 0 " 5 ' - 0 " 14 ' - 0 " 1 4 ' - 0 " 1 4 ' - 0 " 1 4 ' - 0 " 1 4 ' - 0 " 1 2 ' - 7 1 / 2 " 4' - 0" 10' - 0" 4' - 0" 9' - 11 3/8" 4' - 0" 10' - 0" 4' - 0" 5' - 0" 5' - 0" 4' - 0" 5' - 4 " 6 ' - 0 " 1 3 ' - 0 " 4 ' - 0 " 1 8 ' - 7 5 / 8 " 4 ' - 0 " 1 7 ' - 8 3 / 8 " 12' - 5" 4' - 0" 8' - 0" 4' - 0" 18' - 8" 14' - 8" 6' - 0" 12' - 0" 6' - 0" 12' - 0" 6' - 0" 12' - 0" 6' - 0" 13' - 5 1/8" 71' - 11" 1630F REFER TO L-3.02 FOR LANDSCAPE LAYOUT D8 D12 847 SF STRUCTURED LEARNING CENTER 1205 850 SF A 6 / A6.41 209 SF RR 1203B J 117 SF LAUNDRY 1203A A 78 SF CORRIDOR 1203C A 1201.1 1201.2 1201.3 1000.2 1 A6.03 2A6.03 1830F 1000.3 1100 1110A 1111 1112 1100D 1113 1115 1117 1119 1120.1111811161114 1120.2 01 / A6.05 03 A6.05 09 A6 . 0 5 15 A6 . 0 5 1100C 1100A PROVIDE (6) UNITS OF 18" D X 36" W X 72" H METAL SHELVING 25 / A6.06 PASS THROUGH WINDOW 30 A6.06 1201B 12 A6.06 6A6.06 PROVIDE TEN (10) UNITS OF 24" D X 36" W X 84" H OF METAL SHELVING PROVIDE (23) UNITS OF 12" D X 36" W X 84" H OF METAL SHELVING 13 / A6.07 16 / A6.07 4 / A6.08 1 / A6.08 3 / A6.08 02 / A6.08 05 / A6.08 1210.2 1210.1 1216 1203.2 1205.2 1209 1208 1207 1202 E3E1 6 A6.08 8 A6 . 0 8 9 A6.08 18 A6.07 25 A6 . 0 7 21 A6 . 0 4 SI M 05 A6 . 0 4 PROVIDE (5) UNITS OF 12" D X 36" W X 72" H METAL SHELVING 11 A6 . 0 4 SIM05 A6.04 8' M.B. 1110 SIM05 A6.04 17 A6.04 SIM03 A6.05 57 SF SECURE ROOM 1120.1 O 23 A6 . 0 7 SI M 27 A6 . 0 4 MEDIA SCREEN C12 DG DB A19 B8 DH D4 DI F5 31 01 01 02 21 21 21 20 21 01 01 01 01 01 01 01 01 01 01 29 29 29 29 01 28 30 02 01 01 07 01 01 01 01 01 17 18 17 16 22 5253 52 PASS THROUGH WINDOW 55 54 5757 56 56 1013A 1016 1017 1020 1040.2 1040.1 462 SF BOOK RM 1216 510 SF O 2,109 SF MAIN LOBBY 1040 E5 12 ' - 1 " 2 3 ' - 8 " 4 ' - 0 " 11 ' - 9 1 / 2 " 1 6 ' - 3 3 / 4 " 2 6 ' - 4 1 / 4 " 2 6 ' - 1 " 2 5 ' - 3 3 / 4 " 1' - 6 " 01/A2.02 29 / A 2 . 0 1 34 / A 2 . 0 1 02/A2.02 32' - 7 1/8" 13' - 10 1/4" 21' - 9 3/4" 21' - 9 3/4" 22' - 0 1/4" 21' - 7 1/8" 1' - 6" 10' - 9 3/4" 18' - 7 1/4" 14 ' - 8 1 / 4 " 3' - 3 1 / 8 " 6 ' - 6 1 / 2 " 4 ' - 4 3 / 8 " 2" 63' - 10 1/8" 15 ' - 0 " 14 ' - 0 " 03 / A 2 . 0 2 3A6.03 4 A6.03 15 / A4.00 1 / ZA4.20 9 / ZA4.20 3 / ZA4.20 10 A6.08 2 / ZA4.20 7 / ZA4.20 8 / ZA4.20 6 / ZA4.20 7 A6.08 1420.2 1553.76 1121 3192 3194 1230.1 1420.3 6' - 3" 1' - 0"1' - 0" 100° 1204 1206 1203.1 1205.1 1212 1211 1213 1214 1215 150° 1 0 5 ° 150° 1 0 5 ° 1' - 10"1 ' - 0 " 1' - 0" 1' - 0" 1' - 0 "1 ' - 0 " 6 0 ° 1 2 0 ° 1' - 0" 1' - 0"1' - 0" 6 ' - 0 " 1' - 0" 1 ' - 0" 3' - 0" 1300.5 1203A 1203B 1201A 1553.63 1800.1 1809.1 C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D KEY PLAN AB C DE FG Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:50:50 AM 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FLOOR PLAN LEVEL 1 AREA D A1.01D ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"FLOOR PLAN - LEVEL 1 AREA D 01 1 06.03.2016 100% SCHEMATIC DESIGN 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID MS MS MS MS MS 2B 2B 2K 2B 2B 2B 2B 2B MS MS MS MS MS 2B MSMS MS MS 4B 4B 2B 1K MS 2B 1B 1B 1B 1B 4B 4B 4B 4B 2B MS 2B 1B 1B MS 1B 1K MS MS 3B 1B 1B 3B 4D GF C I GF C I GF C I GF C I GF C I GF C I GF C I GF C I 221_8" 20 1_8"201_8"201_8"201_8"201_8"201_8" 20 1_8"201_8"201_8"201_8"201_8"201_8"201_8"201_8" 20 1_8"201_8"201_8"201_8"201_8"201_8" 20 1_8"201_8"201_8"201_8"201_8"201_8"201_8"201_8" 20 1_8"201_8"201_8"201_8"201_8"201_8" 20 1_8"201_8"201_8"201_8"201_8"201_8"201_8"201_8" 20 1_8"201_8"201_8"201_8"201_8"201_8" 20 1_8"201_8"201_8"201_8"201_8"201_8"201_8"201_8" 20 1_8"201_8"201_8"201_8"201_8"201_8"201_8" 201_8" 201_8" 201_8" 201_8" 20 1_8"201_8"201_8"201_8"201_8"201_8" 221_8"221_8"22 1_8"221_8" 221_8"221_8"221_8"221_8"221_8"22 1_8" 221_8"221_8"221_8"22 1_8"221_8" 221_8"221_8"221_8"22 1_8"221_8" 221_8"221_8"221_8"22 1_8"221_8" 221_8"221_8"221_8" 221_8"221_8"221_8"221_8"221_8"22 1_8" 221_8"221_8"221_8"221_8"221_8"22 1_8" 221_8"221_8"221_8"221_8"221_8"22 1_8" 221_8"221_8"221_8"221_8"221_8"22 1_8" 23 1_8"23 1_8"23 1_8"231_8" 201_8" SL O P E D O W N ADA TRANSFER ARM 42" TYP ROW TO ROW SPACING 44 5_ 8"44 5_ 8" 10'-6 7_8"10'-1 1_2" SL O P E D O W N 2,118 SF SERVING 1420 2,880 SF T 05 A6.13 4 A6.13 16 A6 . 1 3 02 A6.16 11 A6 . 1 6 01 A6.16 12 A6 . 1 6 02 A6.15 17 A6 . 1 5 01A6.15 16 A6 . 1 5 02 A6.14 16 A6 . 1 4 01 A6.14 17 A6 . 1 4 4,769 SF CAFETERIA 1400 7,760 SF U 1,457 SF TEACHING THEATER 1230 2,000 SF P 1,449 SF BAND HALL 2 1550 1,500 SF I 132 SF EQUIP STOR 1552 150 SF O 93 SF MUSIC LIB 1551A 100 SF O 205 SF MUSIC OFFICE 1551 225 SF O 766 SF INSTRUMENT STORAGE 1554 900 SF O 153 SF DRESSING 1501 120 SF O 55 SF B-PRAC 1540A 75 SF I 55 SF B-PRAC 1540B 75 SF I 55 SF B-PRAC 1540C 75 SF I 55 SF B-PRAC 1540D 75 SF I 55 SF B-PRAC 1540E 75 SF I 2,302 SF BAND HALL 1 1540 2,500 SF I 741 SF ENSEMBLE 1530 750 SF I 470 SF BOILER 1535 K3 1,718 SF CHORAL ROOM 1520 1,800 SF I 48 SF C-PRAC 1520C 75 SF I 50 SF C-PRAC 1520B 75 SF I 48 SF C-PRAC 1520A 75 SF I 230 SF MUSIC OFFICE 1521 225 SF O 127 SF D OFFICE 1511 O 97 SF MUSIC LIB 1521A 100 SF O 246 SF UNIFORM STOR 1522 251 SF O 110 SF EQUIP STOR 1523 150 SF O 324 SF DRAMA STORAGE 1510A 350 SF O 932 SF DRAMA 1510 1,026 SF I1 1,200 SF STAGE 1410 1,500 SF S 64 SF STAGE STORAGE 1410A 200 SF S 1,950 SF PREP 1430 1,400 SF 06/A2.04 22/A2.04 234 SF TEACHER STOR 1632 A 186 SF BOY'S RR 1500C O 1535.1 1522 1523 1521A 1530.1 1520B1520C 1520A 1511 1540E1540D1540C1540B1540A 1554.1 1553.2 1551A 1552 1551 1420.1 1432 1433 1434 1435 1430 101 SF JAN 1434 K2 58 SF FOOD RR 1433 150 SF J 57 SF LOCKER 1432 150 SF J 185 SF MECH 1440 S 108 SF IDF 1440A K1 149 SF OFFICE 1431 80 SF O 255 SF COOLER 1430B 225 SF 210 SF FREEZER 1430A 130 SF GA EA B10 B11 EB E2 B12 EK EJ EI EH EG EF EE G5G2G3G4 E12E11E10E5 CF ED 195 SF GIRL'S RR 1500B J 313 SF UNIFORM STOR 1553 250 SF O 1500 17 A6 . 1 3 13 / A6.41 64 SF JAN 1500A K2 25 / A6.41 6' - 6" 8' - 8 3 / 8 " 6' - 6 1 / 2 " 13 ' - 0 " 21 ' - 3 7 / 8 " 47 ' - 1 0 1 / 2 " 13 ' - 0 " 6' - 6 1 / 2 " 5' - 5 1 / 2 " 1' - 6 " 19 ' - 9 7 / 8 " 3 0 ' - 3 " 1 0 ' - 9 1 / 4 " 3 ' - 0 " 3 0 ' - 3 1 / 4 " 1 8 ' - 4 5 / 8 " 1' - 1 0 " 18 ' - 7 1 / 8 " 1 7 ' - 1 1 5 / 8 " 1 6 ' - 0 1 / 2 " 11 5 ' - 1 0 " 52 ' - 7 3 / 8 " 19 ' - 8 " 1 2 ' - 0 " 4 ' - 0 " 1 7 ' - 0 " 8 ' - 9 " 5' - 0 " 4 ' - 0 " 1 5 ' - 8 " 4 ' - 5 " 2 5 ' - 4 " 107' - 7" 15' - 4 5/8" 35' - 4 1/2" 31' - 2 3/4" 25' - 3 1/2" 1' - 10" 6' - 8" 4' - 0" 10' - 8" 12' - 0" 27' - 8" 4' - 0" 14' - 4" 14' - 4" 4' - 0" 9' - 11" 57' - 0 5/8" 1630F 6' - 8" 38' - 4 179/256" 6' - 8" 41' - 1 35/64" 7' - 9 1/4" 23' - 1 205/256" 4' - 6" 47' - 1 35/128" 7' - 6" 23' - 11 3/64" 7' - 6" 1' - 3" 7' - 6" 17' - 3 1/4" 10 ' - 0 " 1400.6 1400.5 1540.1 1540.2 1550.1 1550.2 1520.1 1521 1520.2 1530.2 1117 1119 1120.111181116 1120.2 35 A6.13 29 A6 . 1 3 8" 8" 0" 8' - 0 " 5 ' - 0 " 1" / 1 2 " 4' - 1 3/8" 19' - 11 1/2" 4' - 6 1/8" 1 / A6.13 EC E4 E6 E8E3 1554.2 1553.1 G7 DH E7 GB E9 2' - 6 3/8" 01 26 25 09 10 10 10 11 10 10 FR O N T C U R T A I N VA L A N C E BO R D E R CY C L O R A M A SI D E L E G S SI D E L E G S 04/A2.04 03 / A 2 . 0 4 1535.2 1440A 32' - 10" 4' - 5" 12' - 0" 4' - 5" 3' - 4 5/8" 3 / ZA4.20 4 / ZA4.20 5 / ZA4.20 33 / A4.00 23 / A4.00 1500.1 1,259 SF CORRIDOR 1500 1420.2 1501 1510A.4 1510A.6 1100E 1100F 1100H 1431 1553.46 1553.76 1440B 1000.39 1000.36 1000.40 1121 3192 3194 1230.21230.1 1420.3 1420.5 1420.6 1510.1 1510.2 1420.4 150° 2 0 4 ° 1 0 5 ° 150° 1 0 5 ° 1' - 10" 3' - 9 " 1 ' - 0 " 1' - 0" 1' - 0" 1' - 0 "1 ' - 0 " 1' - 1 " 2' - 2" 10 ' - 1 1 " 7' - 5 " 6 0 ° 1 2 0 ° 1' - 0" 1' - 0"1' - 0" 6 ' - 0 " 1' - 0" 1 ' - 0 " 3' - 0" 2' - 0" 2' - 0 " 4 ' - 0 " 1300.5 1. PARTITION TYPE B AT CORRIDOR PARTITIONS, TYP. 2. PARTITION TYPE BB AT CLASSROOM AND OFFICE DEMISING WALLS, TYP. 3. REFER TO A5.10 AND A5.11 FOR PARTITION TYPES 4. REFER TO A5.00 FOR ROOM FINISH SCHEDULE AND LEGEND. 5. RE: G0.02 FOR LEGENDS AND ABBREVIATIONS. 6. RE: G0.03 FOR CODE ANALYSIS INFORMATION. 7. RE: WINDOW SCHEDULE FOR WINDOW TYPES. 8. RE: DOOR SCHEDULE FOR DOOR TYPES. 9. ALL DIMENSIONS TO FACE OF FINISH U.N.O. C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D KEY PLAN AB C DE FG Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:51:16 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FLOOR PLAN LEVEL 1 AREA E A1.01E ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"FLOOR PLAN - LEVEL 1 AREA E 06 1/16" = 1'-0"GENERAL NOTES 1 06.03.2016 100% SCHEMATIC DESIGN 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID S D S D MS 4B 4B 4B 4B 4B 4B 4B 2B 2B MS 1B1B 4B 4B 4B 4B 4B 4B 4B 4B 4B 4B 2B 2B 4B 4B 4B 4 B 2B 2B MS 1K1K MS 1B 1B 1B 1B 4B 4B 4B 4B 2B 1B MS MS MS 1B 1B 4B 2B DW DW 396 SF MECH 1800C K3 720 SF CLASSROOM 1807 788 SF A 684 SF CLASSROOM 1806 788 SF A 720 SF CLASSROOM 1805 788 SF A 682 SF CLASSROOM 1804 788 SF A 1,124 SF SCIENCE LAB 1820 1,200 SF A 1,125 SF SCIENCE LAB 1825 1,200 SF A 680 SF CLASSROOM 1808 788 SF A 322 SF PREP 1820A 350 SF A 702 SF CLASSROOM 1803 788 SF A 629 SF FLEX 1800 350 SF E2 126 SF NEIGH. STOR 1830E 200 SF O 681 SF CLASSROOM 1837 788 SF A 719 SF CLASSROOM 1836 788 SF A 719 SF CLASSROOM 1834 788 SF A 681 SF CLASSROOM 1835 788 SF A 1,122 SF SCIENCE LAB 1850 1,200 SF A 1,125 SF SCIENCE LAB 1855 1,200 SF A 662 SF CLASSROOM 1839 788 SF A 322 SF PREP 1850A 350 SF A 974 SF ART STUDIO 1810 1,100 SF B 718 SF CLASSROOM 1838 788 SF A 83 SF ART STOR 1810A 100 SF B 630 SF FLEX 1830 350 SF E1 99 SF IDF 1800F K1 494 SF TEACHER WORKROOM 1831 850 SF A 463 SF MECH 1830C K3 262 SF BOY'S RR 1800A J2 262 SF GIRL'S RR 1830A J1 238 SF SKILLS SPCT 1832 200 SF A 772 SF CLASSROOM 1833 788 SF A 82 SF JAN 1800B K2 396 SF TEACHER STOR 1802 500 SF A 793 SF HEALTH 1809 750 SF A 99 SF IDF 1830F K1 FM GP 123 SF NEIGH. STOR 1800E 200 SF E5 19 / A 2 . 0 4 1400.1 1400.2 1400.3 1400.4 323 SF CAFETERIA VESTIBULE 1400 334 SF TEACHER WORKROOM 1801 A 8TH GRADE WING 75 SF TEACHER RR 1801A J 100 SF NEIGH. STOR 1800D 200 SF E5 FL FJ FD FF FH FI FC 965 SF COMPUTER LAB 1840 1,280 SF D 4,891 SF CORRIDOR 1830 100 SF NEIGH. STOR 1830D 200 SF E5 75 SF TEACHER RR 1831A J 01 A3.00 04 / A 2 . 0 2 F4 F7F3 F8 F9 F10F1 37 / A6.4037 / A6.40 01 / A6.40 30' - 0" F2 3 1/8" 30' - 0 1/2" 12' - 3 1/4" 33' - 2 1/4" 1' - 6"1' - 6" 33' - 2 1/4" 12' - 3 1/4" 30' - 0 1/2" 1' - 6" 77' - 3 1/8"16' - 8" 14' - 4" 16' - 6"78' - 6"27' - 7" 13 6 ' - 4 " 9' - 3 1 1 / 1 6 " 1 9 ' - 2 " 2 5 ' - 1 " 2 4 ' - 0 " 2 4 ' - 0 " 2 4 ' - 0 " 2 4 ' - 0 " 2 4 ' - 0 " 1 ' - 6 " 17 6 ' - 0 " 16 ' - 4 " 4 ' - 0 " 1 8 ' - 8 " 5 ' - 0 " 4 ' - 0 " 1 3 ' - 0 " 4 ' - 0 " 7 ' - 4 " 1 4 ' - 4" 4 ' - 0 " 1 8 ' - 0 " 4 ' - 0 " 1 4 ' - 0 " 9 ' - 0 " 6 ' - 0 " 4 ' - 0 " 1 5 ' - 0 " 4 ' - 0 " 1 1 ' - 4 " 4' - 0 1/2" 6' - 0" 7' - 4" 4' - 0" 7' - 0" 19' - 0" 14' - 4" 4' - 0" 11' - 6 5/8" 11 ' - 6 " 4 ' - 1 1 " 4 ' - 0 " 1 9 ' - 8 " 4 ' - 0 " 4 ' - 0 " 1 3 ' - 0 " 4 ' - 0 " 7 ' - 4" 1 0 ' - 4 " 4 ' - 0 " 4 ' - 0 " 1 8 ' - 0 " 4 ' - 0 " 1 4 ' - 0 " 9 ' - 0 " 6 ' - 0 " 4 ' - 0 " 1 5 ' - 0 " 4 ' - 0 " 1 1 ' - 4 " 1 A6.03 1840A 1802 1809.2 1801 1801A 1800C1800B 1800F 1830C 1831A 1831 1830F 1832 1830E.1 1830E.2 1830E.3 1830E.4 1800D.1 1800D.2 1800D.3 1800D.4 1820.1 1804 18031820.2 1825.1 1805 1806 1800E.41800E.31800E.21800E.1 1807 1808 1810.1 1810A 1810.2 1800.2 1825.2 1840.1 1840.2 1830 1855.2 1855.1 1850.1 1830D.1 1830D.2 1830D.3 1830D.4 1850.2 1839 1838 1837 1836 1835 1834 1833 1310B 02 / A6.10 PROVIDE (10) UNITS OF 18" D X36" W X 84" H OF METAL SHELVING PROVIDE (11) UNITS OF 18" D X36" W X 84" H OF METAL SHELVING PROVIDE (11) UNITS OF 18" D X36" W X 84" H OF METAL SHELVING PROVIDE (11) UNITS OF 18" D X36" W X 84" H OF METAL SHELVING 1820A.2 1820A.1 1850A.2 1850A.1 G1 FE FG FK F11 FB FA F5 F6 01 01 01 01 01 01 01 03 01 01 01 01 02 04 06 05 01 01 04 07 05 01 01 04 08 01 01 01 01 01 01 01 14 14 12 13 09/A2.03 9' - 6" 4' - 0" 10' - 4" 4' - 0" 19' - 0" 11' - 0" 7' - 6" 6' - 0" 7' - 2" 1' - 4 " 03 / A 2 . 0 2 28 ' - 2 " 17 ' - 8 " 8' - 4 " 7' - 2 " 5' - 0 " 10 ' - 0 " 4' - 0 " 19 ' - 8 " 4' - 0 " 17 ' - 0 " 7' - 2 " 8' - 2 " 28 ' - 1 5 / 8 " 18 ' - 7 " 5' - 2 1 / 2 " 35 ' - 1 1 / 1 6 " 11 ' - 3 " 34 ' - 5 5 / 1 6 " 3' - 7 1 / 2 " 18 ' - 0 " 7' - 2 " 3' - 0 " 17 ' - 8 " 8' - 4 " 7' - 2 " 5' - 0 " 10 ' - 0 " 4' - 0 " 19 ' - 8 " 4' - 0 " 17 ' - 0 " 7' - 2 " 8' - 2 " 04 / A 2 . 0 3 28 / A 2 . 0 3 19 / A 2 . 0 4 4 A6.03 01 / A4.01 7 / ZA4.20 AUTOMATIC DOOR CONTROL AUTOMATIC DOOR CONTROL BOLLARD W/ PUSH BUTTON AT THIS SIDE 1310D 1310C 1800.3 1800.4 1553.63 1800.1 1809.1 C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D KEY PLAN AB C DE FG Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:51:25 AM 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FLOOR PLAN LEVEL 1 AREA F A1.01F ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"FLOOR PLAN - LEVEL 1 AREA F 07 1 06.03.2016 100% SCHEMATIC DESIGN 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID RC 3 2B 1K 1K 2B 2B 2B 2B 2B 1B 2B H D 2B 2B UPUP 3 UP GP 403 SF TECHNICAL SPECIALIST OFFICE 1331 400 SF O 235 SF MDF 1331A 360 SF K1 1,435 SF WEIGHT ROOM 1330 1,360 SF Q 731 SF BOYS ATHLETIC STORAGE 1310B 550 SF F1 715 SF GIRLS ATHLETICS STOR 1310A 530 SF F1 210 SF MENS RR 1300A J 215 SF WOMEN'S RR 1300B J 152 SF CONCESSION 1300C 125 SF K1 4,976 SF PRACTICE GYM 1320 5,000 SF F 8,040 SF GYMNASIUM 1310 8,500 SF F 1,975 SF TECH ED LAB 1342 1,650 SF M 175 SF TOOL STOR 1342A 196 SF O 185 SF GENERAL STOR 1342B 196 SF O 1,338 SF TECH ED 1341 1,280 SF A 19 / A 2 . 0 4 01 / A 2 . 0 4 1342.2 1342.1 1340.2 1341.1 1340.1 1320.1 1300B 1300A 1330.1 1330.2 1320.2 1300.11300.2 1400.2 400 SF LOBBY 1300 500 SF E 149 SF OFFICE 1431 80 SF O 210 SF FREEZER 1430A 130 SF 1400.4 1340A GN GM GK GI FC GF GD GC GA 1' - 1 0 " G14G11G8G5G6G2G3G4 84 SF COACHES' RR 3044 80 SF J 277 SF GIRL'S PE STORAGE 3039 270 SF F1 330 SF LAUNDRY 3045 350 SF K1 935 SF BOYS PE LOCKER 1306 1,050 SF R 01 / A6.25 528 SF COACHES' OFFICE 1304 600 SF O1 01 / A6.24 277 SF BOY'S PE STORAGE 3041 185 SF F1 01 / A6.20 1 / A6.11 21 A6.11 7 A6.11 6 A6 . 1 1 22 A6.11 14 ' - 8 1 / 8 " 7' - 0 " 4' - 0 " 6' - 0 " 6' - 5 " 2' - 0 " 4' - 0 " 6' - 5 " 6' - 1 1 / 4 " 14 2 ' - 1 1 1 / 8 " 13 ' - 9 1 / 4 " 58' - 0 1/4"24' - 4 1/4" 43' - 0 3/4" 125' - 5 1/8" 7' - 0 1/2" 18' - 8 1/4" 11' - 4 3/4" 36' - 6 1/2" 11' - 3 1/4" 40' - 9 1/8" 1' - 8" 87' - 8"25' - 6 1/8"97' - 1 3/4"7' - 9 1/4" 43' - 11 1/8" 1' - 10" 28' - 0" 28' - 0" 28' - 0" 1' - 10" 25' - 6 1/8" 1' - 10" 33' - 5 1/8" 30' - 7 7/8" 29' - 4 7/8" 1' - 10" 13' - 10" 4' - 0" 13' - 3 1/8" 4' - 0" 8' - 10"10' - 6" 4' - 0" 14' - 4" 10' - 10" 4' - 0" 10' - 8" 4' - 0" 10' - 0" 14' - 4" 4' - 0" 10' - 5 3/4" 60' - 8"17' - 4" 9' - 8" OH COILING DOOR G15 335 SF GYM STOR 3038 350 SF F1 73 SF COACHES' LOCKER 3044A 80 SF J 127 SF STAIR 1610G 0" 1310B 1310A 3038.1 3038.2 1310.1 1310.2 1300.3 3045.1 1342B 1342A 1340.3 1342.3 1341.2 1300.4 3 / A6.10 1300C 3039 3041 1331A 1610G 1331 420 SF GIRL'S COACHES' OFFICE 3044B O1 625 SF GIRL'S ATHLETIC LOCKERS 3044C R 556 SF GIRL'S RR + SHOWERS 3044D J3 75 SF COACHES' LOCKERS 3044F J 87 SF COACHES' RR 3044G J 3044F 3044G 3044 3044C 3044E 18' - 3 7/8" 19' - 0 5/8" 7' - 7 5/8" 32' - 2 5/8" G7 G10 G13 GB GH GL GO G12G9 E9 G1 GJ GE 15 13 12 13 12 12 13 11 01 01 01 24 01 04 01 01 01 59 798 SF GIRL'S PE LOCKERS 3044E R 9' - 2 1/2" 3044B 175 SF TRAINING ROOM 3044J K1 1,657 SF LOTC 1340 1,500 SF A 315 SF BOY'S SHOWER 1306B 325 SF J3516 SF BOY'S TOILET 1306A 170 SF J3 1ST 4 SEATS 5 SEATS 1ST 7 SEATS 14 SEATS 7 SEATS 7 SEATS 14 SEATS 7 SEATS 52 SEATS 1ST 1ST 37 3 S E A T S & 6 A D A S E A T S 14 S E A T S 14 S E A T S 2"1 1/4" 1553.521553.53 1553.54 1 / A6.22 1 / A6.21B 04 A6.21A 02/A2.04 1' - 8" 40' - 9 1/8" 1' - 6" 17 ' - 6 " 4' - 0 " 15 ' - 8 " 6' - 8 " 13 ' - 0 " 4' - 0 " 14 ' - 0 " 4' - 0 " 14 ' - 8 " 7' - 2 " 10 ' - 0 " 4' - 0 " 10 ' - 4 " 4' - 0 " 13 ' - 1 1 1 / 8 " 1' - 8 " 12 ' - 7 3 / 8 " 26 ' - 2 5 / 8 " 28 ' - 9 7 / 8 " 11 ' - 4 " 11 ' - 9 3 / 8 " 21 ' - 6 " 16 ' - 3 7 / 8 " 11 ' - 0 " 1' - 8 " NOTE: RE: A6.21B FOR ALL COURT STRIPING AND DIM. NOTE: RE: A6.21B FOR ALL COURT STRIPING AND DIM. 02 / A4.01 13 / A4.01 AUTOMATIC DOOR CONTROL AUTOMATIC DOOR CONTROL BOLLARD W/ PUSH BUTTON AT THIS SIDE AUTOMATIC DOOR CONTROL AUTOMATIC DOOR CONTROL 14 / A4.01 32 / A4.01 1,050 SF BOYS ATHLETIC LOCKER 1305 1,050 SF R 1310D 1310C 1300.5 1305.2 1305.1 1306.1 1306.2 1320.3 1300D 3045.2 WALL MIRRORS FROM FLOOR @ 8'-0" X 5'-0" GK G11G8 330 SF STORAGE 3044H 566 SF MECHANICAL 3044I G7 G9 GJ 3044B3044A C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D KEY PLAN AB C DE FG Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:51:44 AM 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FLOOR PLAN LEVEL 1 AREA G A1.01G ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"FLOOR PLAN - LEVEL 1 AREA G 01 1/8" = 1'-0"MEZZANINE 06 1 06.03.2016 100% SCHEMATIC DESIGN 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID CD CG CJ C1 FM GP B9 C5 C8 C11 CC CH F-A FF FI GF GA B4 B5 B10 CA 02 A3.00 03 A3.00 OPEN TO COURTYARD BELOW RD OD RD OD RD O D RD O D RD O D RD O D RD O D RD O D RD O D RD O D RD O D RD O D RD O D RD OD RD OD RD OD RD OD RD OD RD OD RD O D RD O D RD OD RD OD RD OD RD OD RD OD RD O D R D O D BI BE BA B1 A1 B12 F4 F7F3 F8 F10 EJ AC G5G2 E12 AI A8 A9 A16 F1 RD OD RI D G E L I N E RI D G E L I N E RI D G E L I N E RI D G E L I N E RD O D RD O D RI D G E LI N E RD OD RD OD RD OD RD OD RD OD RD OD RD OD RD OD RD OD RD OD RD OD RD OD RD OD RD OD RD OD RD OD RI D G E L I N E RI D G E L I N E RI D G E L I N E RI D G E L I N E RI D G E L I N E RI D G E L I N E RD OD RD OD RD O D R D O D RD O D ROOF HATCH ROOF LADDER ROOF LADDER RO O F L A D D E R RI D G E L I N E RD OD RD OD RIDGE LINE RIDGE LINE RIDGE LINE RIDGE LINE B.O.D. 14' - 8"14' - 8" G15 1' - 6 " 1' - 6" 33' - 2 1/4" 1' - 6" 47' - 6" 1' - 6" 30' - 6 71/256" 1' - 6" 1/ 4 " / 1 2 " 3/ 1 6 " / 1 2 " RIDGE LINE RIDGE LINE 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 3/ 1 6 " / 1 2 " B.O.D. 22' - 0" B.O.D. 23' - 1" B.O.D. 23' - 1" BG EC E1 3/ 8 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 7/ 1 6 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12" 1/4" / 12" 1/ 4 " / 1 2 " 1/4" / 12" 1/4" / 12" 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " G7 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 5/16" / 12"5/16" / 12"5/16" / 12"5/16" / 12" 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 3/ 8 " / 1 2 " 3/ 8 " / 1 2 " 3/ 8 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 3/8" / 12"1/4" / 12" 1/4" / 12"3/8" / 12" 1/4" / 12"1/4" / 12"7/16" / 12" 3/8" / 12"1/4" / 12" 3/8" / 12"1/4" / 12" 1/4" / 12" 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" 3/8" / 12" 3/8" / 12"3/8" / 12" 3/8" / 12" 3/8" / 12"1/4" / 12"1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" C12 CE AA A11 A14 A17 A18 A19 B6 B7 G13 GB GO GE FB FA F5 F6 RD OD RD OD RD OD RD ODRD OD 1/4" / 12" ROOF LADDER 1' - 4" 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12"1/4" / 12" EJEJ EJ EJ E J EJ EJ EJ EJ EJ SMOKE VENTS T.O. ROOF T.O. PARAPET T.O. COPING RD OD TOP OF ROOF MEMBRANE TOP OF PARAPET WALL NOT INCLUDING COPING TOP OF METAL COPING ROOF DRAIN OVERFLOW DRAIN INDICATES CHANGE IN SLOPE FOR DRAINAGE INDICATES DIRECTION AND SLOPE OF ROOF. 1/4"/12" INDICATES WALKWAY PAD 1. ALL ROOFING SYSTEMS TO BE TPO MEMBRANE OVER 1/2" COVER BOARD ON R-20 RIGID INSULATION MIN. OVER METAL DECK UNLESS NOTES OTHERWISE. 2. ALL DIMENSION ARE TO FACE OF FINISH UNLESS NOTED OTHERWIASE. C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D KEY PLAN AB C DE FG Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:51:55 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ROOF PLAN A1.30 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1" = 20'-0"ROOF PLAN 01 LEGEND GENERAL NOTES 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID GENERAL NOTES: 1. ALL CEILINGS @ 9 - 10" A.F.F. UNLESS NOTED OTHERWISE. 2. GYP BOARD CEILING AT BUILDING FACADE (PERIMETER BAND) @ 12'-0" AFF UNLESS NOTED OTHERWISE 3. ALL FURRED DOWN SOFFITS ABOVE CASEWORK TO EXTEND TO TOP OF CASEWORK UNLESS NOTED OTHERWISE. 4. ALL FUR DOWNS TO EXTEND TO FACE OF CEILING SYSTEM UNLESS NOTED OTHERWISE. 5. REFER TO A5.00 - FINISH SCHEDULE FOR ADDITIONAL FINISH INFORMATION 6' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) LINEAR LED RECESSED LIGHT FIXTURE (6" APERTURE) RE: REFLECTED CEILING PLAN FOR DIMENSIONS 6" RECESSED LED CAN LIGHT FIXTURE 2' x 4' LED TROFFER LIGHT FIXTURE 2' x 2' ACOUSTIC CEILING TILE (ACT-1) GYPSUM BOARD PLASTER CEILING HIGH BAY LED LIGHT CEILING MOUNTED DIFFUSER METAL PLANK CEILING SYSTEM (ACT-5) 4' x 4' ACOUSTIC CEILING TILE (ACT-3) 6' FELT BAFFLE (FB-1) 2' x 2' LED TROFFER LIGHT FIXTURE 2' x 2' ACOUSTIC CEILING TILE (ACT-2) VARIES 4' LINEAR LED PENDANT LIGHT FIXTURE (6" APERTURE) 2' x 4' ACOUSTIC CEILING TILE (ACT-4) SOUND DIFFUSOR PANEL (SD-1) 12' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) 6' FELT BAFFLE (FB-2) 10' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) 20' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) BAND HALL/CHORAL CAFETERIA LIBRARY & TEACHERING THEATER GYM GENERAL 4' LINEAR LED RECESSED LIGHT FIXTURE (6" APERTURE) 6" RECESSED LED WATER RESISTANT CAN LIGHT FIXTURE LAPENDARY PANEL (LP-1) 4' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) CEILING MOUNTED EXIT SIGN WALL MOUNTED EXIT SIGN ILLUMINATED SURFACE DIRECTIONAL ARROWS DIRECTIONAL ARROWSILLUMINATED SURFACE 8' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D KEY PLAN AB C DE FG Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:52:27 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 REFLECTED CEILING PLAN - LEVEL 1 A1.61 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 3/64" = 1'-0"REFLECTED CEILING PLAN - LEVEL 1 01 RCP GENERAL NOTES REFLECTED CEILING PLAN LEGEND 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID s s VVPSV PS V V V VV V VVV V V V V V V V PS PS PS PS PS PS V V s s s V PS PS PS PSPS PS PS PSPS PS PS s s s s S s s S s s s s s s S PS PS PS BOOK RM 1216 ASSIST PRINCIPAL 1009 REGISTRAR 1020 SP ED CLERK 1021 ADMIN STORAGE 1014 OFFICE 1006 ADMIN CONF. 1008 SECRETARY OFFICE 1004 ASSIST PRINCIPAL 1017 TEACHERS LOUNGE 1013 ADMIN. RR - WOMEN 1024 ADMIN. RR - MEN 1023 LOUNGE STOR 1013A ADMIN CONF. 1007 ASSIST PRINCIPAL 1016 PRINCIPAL 1005 AP WAITING 1015 VENDING 1013 ADMIN FILE 1012 ESL CLERK 1022 ATTENDANCE 1001 PARENT WR 1003 PARENT RR 1003A SECURITY 1002 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0"9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0"9' - 0" 9' - 0" 9' - 0" 9' - 0" OPEN TO ABOVE OPEN TO ABOVE 9' - 0" 9' - 0" A1 A2 A4 A6 AC AD AF AG AH AI A8 A9 A15 A16 ED 51 ' - 1 1 " 9' - 0" EQ EQ 7' - 1 0 2 1 / 6 4 " 7 ' - 6 5 1 / 6 4 " AE AA A3 A5 A7 A10 A11A12 A13 A14 A17 A18 ASSIST PRINCIPAL 1011 AP WAITING 1010 VESTIBULE 1030 9' - 0" 9' - 10" EQ E Q 3' - 10" 5' - 1 0 5 / 8 " RE C E S S E D F I X T U R E 11 ' - 0 " RE C E S S E D F I X T U R E 11 ' - 0 " FI X T U R E 4' - 0 " FI X T U R E 4' - 0 " 1' - 8 5 / 8 " 5' - 7 " 2' - 2 3/4" EQ EQ 6' - 3 7/8" 6' - 4 1/4" 14 ' - 4 " 1 2 ' - 4 " 1 2 ' - 4 " 1 2 ' - 4 " 6 ' - 5 1 / 2 " 5' - 9 1/2" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 4' - 9 1/2" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) LINEAR LED RECESSED LIGHT FIXTURE (6" APERTURE) RE: REFLECTED CEILING PLAN FOR DIMENSIONS 6" RECESSED LED CAN LIGHT FIXTURE 2' x 4' LED TROFFER LIGHT FIXTURE 2' x 2' ACOUSTIC CEILING TILE (ACT-1) GYPSUM BOARD PLASTER CEILING HIGH BAY LED LIGHT CEILING MOUNTED DIFFUSER METAL PLANK CEILING SYSTEM (ACT-5) 4' x 4' ACOUSTIC CEILING TILE (ACT-3) 6' FELT BAFFLE (FB-1) 2' x 2' LED TROFFER LIGHT FIXTURE 2' x 2' ACOUSTIC CEILING TILE (ACT-2) VARIES 4' LINEAR LED PENDANT LIGHT FIXTURE (6" APERTURE) 2' x 4' ACOUSTIC CEILING TILE (ACT-4) SOUND DIFFUSOR PANEL (SD-1) 12' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) 6' FELT BAFFLE (FB-2) 10' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) 20' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) BAND HALL/CHORAL CAFETERIA LIBRARY & TEACHERING THEATER GYM GENERAL 4' LINEAR LED RECESSED LIGHT FIXTURE (6" APERTURE) 6" RECESSED LED WATER RESISTANT CAN LIGHT FIXTURE LAPENDARY PANEL (LP-1) 4' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) CEILING MOUNTED EXIT SIGN WALL MOUNTED EXIT SIGN ILLUMINATED SURFACE DIRECTIONAL ARROWS DIRECTIONAL ARROWSILLUMINATED SURFACE 8' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) GENERAL NOTES: 1. ALL CEILINGS @ 9 - 10" A.F.F. UNLESS NOTED OTHERWISE. 2. GYP BOARD CEILING AT BUILDING FACADE (PERIMETER BAND) @ 12'-0" AFF UNLESS NOTED OTHERWISE 3. ALL FURRED DOWN SOFFITS ABOVE CASEWORK TO EXTEND TO TOP OF CASEWORK UNLESS NOTED OTHERWISE. 4. ALL FUR DOWNS TO EXTEND TO FACE OF CEILING SYSTEM UNLESS NOTED OTHERWISE. 5. REFER TO A5.00 - FINISH SCHEDULE FOR ADDITIONAL FINISH INFORMATION C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D KEY PLAN AB C DE FG Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:52:35 AM 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 REFLECTED CEILING PLAN - LEVEL 1 AREA A A1.61A ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"REFLECTED CEILING PLAN - LEVEL 1 07 REFLECTED CEILING PLAN LEGEND RCP GENERAL NOTES 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID s V V PS V PS V V s V V s VVVV V s s s s s s s V V PS s s s s s s s s s PSH S s V s H s H H V V s H s H HV V PS PS PS PS PS PS PS PS PS PS PS PS PS V PS s V PS V V s PS s V s s PS s PS V S HPS V H V PS V PS PS PS PS PS PS PS PS PS PS PS PS PS PS s s s S S Ss s s s S S S S s S s s s s S s s V PS V PS PS PS PSPSs sSS PS PS PSsS s s s V V EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE B9 CLASSROOM 1607 CLASSROOM 1605 CLASSROOM 1604 CLASSROOM 1603 CLASSROOM 1606 CLASSROOM 1609 CLASSROOM 1608 CLASSROOM 1635 SCIENCE LAB 1650 SCIENCE LAB 1655 PREP 1650A ART STUDIO 1610 SKILLS SPCT 1602 MECH 1600C FLEX 1630 GIRL'S RR 1630A BOY'S RR 1600A IDF 1630F SCIENCE LAB 1620 SCIENCE LAB 1625 PREP 1620A KEYBOARDING 1640 CLASSROOM 1633 FLEX 1600 NEIGH. STOR 1630E TEACHER WORKROOM 1631 NEIGH. STOR 1600E IDF 1600F JAN 1600B CLASSROOM 1634 BH B4 B5 B10 B11 TEACHER RR 1601A TEACHER WORKROOM 1601 TEACHER RR 1631A TEACHER STOR 1632 EXPOSED TO STRUCTURE OP E N T O SK Y L I G H T AB O V E MECH 1630C CLASSROOM 1636 CLASSROOM 1637 CLASSROOM 1638 CLASSROOM 1639 9' - 0"EXPOSED TO STRUCTURE 9' - 0" 9' - 0" 9' - 0" BI BF BE BD BB BA B1 B12B3 BG BC A19 B6 B7 B8 8' - 0" 8' - 0" 8' - 0" 8' - 0" 5' - 7" 6' - 0 " 1 3 ' - 6 " 8' - 9 1/8" OP E N T O SK Y L I G H T AB O V E 2' - 0 3/4" 7' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" RECESSED FIXTURE 14' - 4" FIXTURE 7' - 6" EQ EQ EQ EQ FIXTURE 9' - 1" FIXTURE 9' - 1" 9' - 0" NEIGH. STOR 1600D NEIGH. STOR 1630D 9' - 0" 2' - 3"2' - 11 3/4" KEYBOARDING STOR 1640A ART STOR 1610A 09 / A1.67 EQ EQ EQ EQ 6' - 10" EQ EQ 6' - 0"2' - 8" 5' - 0 1/4" 8' - 3 1/4" 6' - 5 3/8" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 6' - 5 3/8" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 5' - 3 1/2" 2' - 3 5/8" 6' - 0" 6' - 0" 2' - 8" 2' - 3 5/8" 6' - 0" 4' - 4 3/4"4' - 4 3/4" 5' - 7 1/8" 5' - 7 1/8" 5' - 7 1/8" 5' - 9 1/8" EQ EQ 6' - 10" EQ EQ FIXTURE 7' - 6" RECESSED FIXTURE 14' - 6" 5' - 0" 5' - 10"5' - 10"12' - 0 5/8"12' - 0 5/8"5' - 10" EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE 6' - 0" 6' - 0" 6' - 0" 6' - 0" 4' - 3" 5' - 0" EQ EQ 6' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) LINEAR LED RECESSED LIGHT FIXTURE (6" APERTURE) RE: REFLECTED CEILING PLAN FOR DIMENSIONS 6" RECESSED LED CAN LIGHT FIXTURE 2' x 4' LED TROFFER LIGHT FIXTURE 2' x 2' ACOUSTIC CEILING TILE (ACT-1) GYPSUM BOARD PLASTER CEILING HIGH BAY LED LIGHT CEILING MOUNTED DIFFUSER METAL PLANK CEILING SYSTEM (ACT-5) 4' x 4' ACOUSTIC CEILING TILE (ACT-3) 6' FELT BAFFLE (FB-1) 2' x 2' LED TROFFER LIGHT FIXTURE 2' x 2' ACOUSTIC CEILING TILE (ACT-2) VARIES 4' LINEAR LED PENDANT LIGHT FIXTURE (6" APERTURE) 2' x 4' ACOUSTIC CEILING TILE (ACT-4) SOUND DIFFUSOR PANEL (SD-1) 12' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) 6' FELT BAFFLE (FB-2) 10' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) 20' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) BAND HALL/CHORAL CAFETERIA LIBRARY & TEACHERING THEATER GYM GENERAL 4' LINEAR LED RECESSED LIGHT FIXTURE (6" APERTURE) 6" RECESSED LED WATER RESISTANT CAN LIGHT FIXTURE LAPENDARY PANEL (LP-1) 4' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) CEILING MOUNTED EXIT SIGN WALL MOUNTED EXIT SIGN ILLUMINATED SURFACE DIRECTIONAL ARROWS DIRECTIONAL ARROWSILLUMINATED SURFACE 8' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) GENERAL NOTES: 1. ALL CEILINGS @ 9 - 10" A.F.F. UNLESS NOTED OTHERWISE. 2. GYP BOARD CEILING AT BUILDING FACADE (PERIMETER BAND) @ 12'-0" AFF UNLESS NOTED OTHERWISE 3. ALL FURRED DOWN SOFFITS ABOVE CASEWORK TO EXTEND TO TOP OF CASEWORK UNLESS NOTED OTHERWISE. 4. ALL FUR DOWNS TO EXTEND TO FACE OF CEILING SYSTEM UNLESS NOTED OTHERWISE. 5. REFER TO A5.00 - FINISH SCHEDULE FOR ADDITIONAL FINISH INFORMATION C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D KEY PLAN AB C DE FG Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:53:09 AM 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 REFLECTED CEILING PLAN - LEVEL 1 AREA B A1.61B ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"REFLECTED CEILING PLAN - LEVEL 1 07 REFLECTED CEILING PLAN LEGEND RCP GENERAL NOTES 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID s PSV s s s s s s s S V PS PS H V s s sssssss ss HH H V s s PS H VssHH H V s s V PS V PS PS PSPSPSPS PSPSPSPS PS s V V s PSV S V PS PS PS V PS PS s s s s ss s S S s SS S PS PS S PS PS s S s H EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE CD CG CJ C1 CLASSROOM 1733 CLASSROOM 1733 CLASSROOM 1707 CLASSROOM 1706 CLASSROOM 1705 CLASSROOM 1704 SCIENCE LAB 1720 SCIENCE LAB 1725 CLASSROOM 1709 PREP 1720A CLASSROOM 1708 TEACHER STOR 1702 MECH 1700C FLEX 1700 BOY'S RR 1700A GIRL'S RR 1730A NEIGH. STOR 1700E CLASSROOM 1737 CLASSROOM 1735CLASSROOM 1736 CLASSROOM 1734 SCIENCE LAB 1750 SCIENCE LAB 1755 PREP 1750A ART STUDIO 1710 CLASSROOM 1738 TEACHER WORKROOM 1731 MECH 1730C ART STOR 1710A FLEX 1730 CLASSROOM 1703 TEACHER WORKROOM 1701 JAN 1700B SKILLS SPCT 1732 IDF 1700F NEIGH. STOR 1730E C2 C4 C5 C6 C8 C10 C11 CB CC CI CH CA OPEN TO SKYLIGHT ABOVE OPEN TO SKYLIGHT ABOVE 9' - 0" EXPOSED TO STRUCTURE MDF 1730F 9' - 0" EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE TEACHER RR 1731A 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" CF C3 C12C9C7 CE KEYBOARDING 1740 KEYBOARDING STOR 1640B EQ EQ CLASSROOM 1739 9' - 0" 9' - 0" NEIGH. STOR 1730D 9' - 0" TEACHER RR 1701A NEIGH. STOR 1700D EQ EQ 9' - 0" 5' - 3 3/8" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 6' - 5 3/8" 8' - 3 1/4"2' - 8" 6' - 0" 2' - 8" 6' - 0" 5' - 10" 5' - 10" 12' - 0 1/4" 12' - 0 1/4" 5' - 10" 5' - 0" EQ EQ 7' - 3" EQ EQ EQ EQ EQ EQ 6' - 0 1/4" 5' - 11 5/8" 5' - 11 5/8" 5' - 11" 1' - 11 7/8" 7' - 3" 2' - 0 1/2"1' - 11 1/4" 4' - 0" 4' - 0" RECESSED FIXTURE 14' - 1 1/8" RECESSED FIXTURE 14' - 1 1/8" FIXTURE 9' - 0" FIXTURE 9' - 0" 5' - 2 3/4" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 3/4" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 8' - 3 1/4" 6' - 5 3/8" 8' - 3 1/4" 6' - 0" 2' - 8" 6' - 0" 2' - 8" FIXTURE 9' - 0" FIXTURE 9' - 0" 6' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) LINEAR LED RECESSED LIGHT FIXTURE (6" APERTURE) RE: REFLECTED CEILING PLAN FOR DIMENSIONS 6" RECESSED LED CAN LIGHT FIXTURE 2' x 4' LED TROFFER LIGHT FIXTURE 2' x 2' ACOUSTIC CEILING TILE (ACT-1) GYPSUM BOARD PLASTER CEILING HIGH BAY LED LIGHT CEILING MOUNTED DIFFUSER METAL PLANK CEILING SYSTEM (ACT-5) 4' x 4' ACOUSTIC CEILING TILE (ACT-3) 6' FELT BAFFLE (FB-1) 2' x 2' LED TROFFER LIGHT FIXTURE 2' x 2' ACOUSTIC CEILING TILE (ACT-2) VARIES 4' LINEAR LED PENDANT LIGHT FIXTURE (6" APERTURE) 2' x 4' ACOUSTIC CEILING TILE (ACT-4) SOUND DIFFUSOR PANEL (SD-1) 12' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) 6' FELT BAFFLE (FB-2) 10' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) 20' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) BAND HALL/CHORAL CAFETERIA LIBRARY & TEACHERING THEATER GYM GENERAL 4' LINEAR LED RECESSED LIGHT FIXTURE (6" APERTURE) 6" RECESSED LED WATER RESISTANT CAN LIGHT FIXTURE LAPENDARY PANEL (LP-1) 4' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) CEILING MOUNTED EXIT SIGN WALL MOUNTED EXIT SIGN ILLUMINATED SURFACE DIRECTIONAL ARROWS DIRECTIONAL ARROWSILLUMINATED SURFACE 8' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) GENERAL NOTES: 1. ALL CEILINGS @ 9 - 10" A.F.F. UNLESS NOTED OTHERWISE. 2. GYP BOARD CEILING AT BUILDING FACADE (PERIMETER BAND) @ 12'-0" AFF UNLESS NOTED OTHERWISE 3. ALL FURRED DOWN SOFFITS ABOVE CASEWORK TO EXTEND TO TOP OF CASEWORK UNLESS NOTED OTHERWISE. 4. ALL FUR DOWNS TO EXTEND TO FACE OF CEILING SYSTEM UNLESS NOTED OTHERWISE. 5. REFER TO A5.00 - FINISH SCHEDULE FOR ADDITIONAL FINISH INFORMATION C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D KEY PLAN AB C DE FG Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:53:25 AM 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 REFLECTED CEILING PLAN - LEVEL 1 AREA C A1.61C ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"REFLECTED CEILING PLAN - LEVEL 1 07 REFLECTED CEILING PLAN LEGEND RCP GENERAL NOTES 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID s ss VV V s s s s s s s s s s V s s PS s H V VPS VVPSV s V V PS V PS V V s V V s VVVV V S PS PS PS PS PS PS PS PS s PS V s V PS s V PS S S PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS s sS S S s s s s S s S S Ss s s S S s s s S s s s s s PS PS PS PS PS PS PS PS PSSS s PS PS PSsS PS PS PS PSPS PS s sS S S s ss ssV PS s V s H S BOOK RM 1216 DYSLEXIA 1214 RTI CLASSRM 1212 RTI CLASSRM 1213 SMALL CONF 1209 RTI OFFICE 1207 RTI OFFICE 1208 WORK ROOM 1201B LIBRARY STORAGE 1201C MAKER SPACE 1201A SP. ED. COUNS. 1202 RESOURCE ROOM 1211COMPUTER LAB 1210 RESOURCE ROOM 1204 ADAPTIVE BEHAVIOR 1206 STRUCTURED LEARNING CENTER 1203 SAC 1215 CORRIDOR 1200 CLINIC 1100 AP WAITING 1015 CORRIDOR 1200 TESTING COORD 1120 COUNS/DIAG WAIT 1110 SPEECH 1113 DIAG 1111 COUNS 1117 COUNS 1114 COUNS 1119 COUNS 1116 COUNS STOR 1118 COUNS CONF 1121 DIAG 1112 IDF 1110A CORRIDOR 3192 NURSE'S OFFICE 1100C CLINIC RR 1100A NURSE'S STOR 1100D LIBRARY 1201 9' - 0" COUNS 11159' - 0" 9' - 0" 9' - 0" 9' - 0" OPEN TO ABOVE 9' - 0"9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0"9' - 0"9' - 0" 9' - 0" 9' - 0" D2 D1 D6 D7 D10D3 DC DD DE DF DA D5 D9 DJ D8 D12 DG DB DH D4 DI RR 1203B LAUNDRY 1203A CORRIDOR 1203C STRUCTURED LEARNING CENTER 1205 ISOLATION 1100B 9' - 0"9' - 0" 9' - 0" 9' - 0"9' - 0"9' - 0" 9' - 0" 9' - 0" 9' - 0" SECURE ROOM 1120.1 07 / A1.67 07 / A1.66 EQ 5' - 11" EXPOSED TO STRUCTURE 12' - 4" 12' - 4" 24' - 8" 10' - 0" 10' - 0 3/8" 13' - 11 7/8" 13' - 11 7/8" 14' - 0" 14' - 0" 14' - 0" 12' - 4" 6' - 5 1/2" 5' - 9 1/2" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 4' - 9 1/2" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 4' - 3" C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D KEY PLAN AB C DE FG Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:54:02 AM 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 REFLECTED CEILING PLAN - LEVEL 1 AREA D A1.61D ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"REFLECTED CEILING PLAN - LEVEL 1 01 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID V s VVV V PS PS PS V s VV V PS s s s s VVVVV VV V s s s PS V s s V PS HV s PS PSPSPSPSPS V PS PS PS V V PS V PS V V V V VV S H PS s S PSH PS PS PS PS PS S S s s S s sssSS PS PS PSS s PS PS PS PS PSPS PSPS PS s sS S S S S s s PS PS s s s PS s V V V V V V V PS V PS S PS S PS s V H PS sHH H s s ss sHsH SERVING 1420 EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE PREP 1430 CAFETERIA 1400 TEACHING THEATER 1230 BAND HALL 1 1540INSTRUMENT STORAGE 1554 UNIFORM STOR 1553 BAND HALL 2 1550 EQUIP STOR 1552 MUSIC LIB 1551A MUSIC OFFICE 1551 DRESSING 1501 B-PRAC 1540A B-PRAC 1540B B-PRAC 1540C B-PRAC 1540D B-PRAC 1540E DRAMA 1510 DRAMA STORAGE 1510A EQUIP STOR 1523 UNIFORM STOR 1522 D OFFICE 1511 MUSIC LIB 1521A MUSIC OFFICE 1521 C-PRAC 1520C C-PRAC 1520B C-PRAC 1520A ENSEMBLE 1530 BOILER 1535 CHORAL ROOM 1520 STAGE STORAGE 1410A ? ? JAN 1434 FOOD RR 1433 LOCKER 1432 MECH 1440 IDF 1440A OFFICE 1431 18' - 0" 9' - 0" 9' - 0" BOY'S RR 1500C EXPOSED TO STRUCTURE EA E-2 EB E2 EXPOSED TO STRUCTURE OPEN TO ABOVE EK EJ EI EH EG EF EE E12E11E10E5 DD DE DF ED EC E4 E6 E8E3E1 DG DH E7 09 / A1.67 10 / A1.65 25 / A1.65 EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0"9' - 0" 9' - 0" 9' - 0"9' - 0" 9' - 0" 9' - 0" EXPOSED TO STRUCTURE GIRL'S RR 1500B JAN 1500A EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 4' - 2 5/8"3' - 9 7/8" 4' - 7 1/2" 4' - 3 5/8" 4' - 3 5/8" 4' - 3 5/8" VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID 07 / A1.65 19 / A1.66 07 / A1.66 5' - 7 1/8" EQ EQ 4' - 3" 4' - 3" EQ EQ EQ EQ EQ EQ FIXTURE 9' - 0" FIXTURE 9' - 0" RECESSED FIXTURE 11' - 0" RECESSED FIXTURE 11' - 0" EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE OPEN TO ABOVE 16' - 4 5/8" 12' - 4" 12' - 4" 24' - 8" 4' - 4 7/8" 10' - 0" 10' - 0 3/8" 9' - 4 7/8" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 11 7/8" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 12' - 5 1/4" 13' - 11 7/8" 14' - 0" 14' - 0" 5' - 6 1/8" 13' - 11 7/8" 14' - 0 1/8" 12' - 6" 9' - 8 7/8" 14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0" EQ EQ 4' - 3" 5' - 0" EQ EQ 6' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) LINEAR LED RECESSED LIGHT FIXTURE (6" APERTURE) RE: REFLECTED CEILING PLAN FOR DIMENSIONS 6" RECESSED LED CAN LIGHT FIXTURE 2' x 4' LED TROFFER LIGHT FIXTURE 2' x 2' ACOUSTIC CEILING TILE (ACT-1) GYPSUM BOARD PLASTER CEILING HIGH BAY LED LIGHT CEILING MOUNTED DIFFUSER METAL PLANK CEILING SYSTEM (ACT-5) 4' x 4' ACOUSTIC CEILING TILE (ACT-3) 6' FELT BAFFLE (FB-1) 2' x 2' LED TROFFER LIGHT FIXTURE 2' x 2' ACOUSTIC CEILING TILE (ACT-2) VARIES 4' LINEAR LED PENDANT LIGHT FIXTURE (6" APERTURE) 2' x 4' ACOUSTIC CEILING TILE (ACT-4) SOUND DIFFUSOR PANEL (SD-1) 12' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) 6' FELT BAFFLE (FB-2) 10' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) 20' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) BAND HALL/CHORAL CAFETERIA LIBRARY & TEACHERING THEATER GYM GENERAL 4' LINEAR LED RECESSED LIGHT FIXTURE (6" APERTURE) 6" RECESSED LED WATER RESISTANT CAN LIGHT FIXTURE LAPENDARY PANEL (LP-1) 4' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) CEILING MOUNTED EXIT SIGN WALL MOUNTED EXIT SIGN ILLUMINATED SURFACE DIRECTIONAL ARROWS DIRECTIONAL ARROWSILLUMINATED SURFACE 8' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) GENERAL NOTES: 1. ALL CEILINGS @ 9 - 10" A.F.F. UNLESS NOTED OTHERWISE. 2. GYP BOARD CEILING AT BUILDING FACADE (PERIMETER BAND) @ 12'-0" AFF UNLESS NOTED OTHERWISE 3. ALL FURRED DOWN SOFFITS ABOVE CASEWORK TO EXTEND TO TOP OF CASEWORK UNLESS NOTED OTHERWISE. 4. ALL FUR DOWNS TO EXTEND TO FACE OF CEILING SYSTEM UNLESS NOTED OTHERWISE. 5. REFER TO A5.00 - FINISH SCHEDULE FOR ADDITIONAL FINISH INFORMATION C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D KEY PLAN AB C DE FG Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:54:53 AM 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 REFLECTED CEILING PLAN - LEVEL 1 AREA E A1.61E ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"REFLECTED CEILING PLAN - LEVEL 1 07 REFLECTED CEILING PLAN LEGEND RCP GENERAL NOTES 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID s S s s s s s s s s V PS V PS s s H H HV s H s H H V s s s s s V PS s s S PS PS H ss PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS s s PS PS H V s s V V V s V H PS PS PS s S s s s s s S S s s S S PS PS PS PSPSs sSS s PS V CLASSROOM 1807 CLASSROOM 1806 CLASSROOM 1805 CLASSROOM 1804SCIENCE LAB 1820 SCIENCE LAB 1825 CLASSROOM 1808 PREP 1820A CLASSROOM 1803 FLEX 1800 NEIGH. STOR 1830E CLASSROOM 1837 CLASSROOM 1836 CLASSROOM 1834 CLASSROOM 1835 SCIENCE LAB 1850 SCIENCE LAB 1855 CLASSROOM 1839 PREP 1850A ART STUDIO 1810 CLASSROOM 1838 ART STOR 1810A FLEX 1830 IDF 1800F TEACHER WORKROOM 1831 MECH 1830C BOY'S RR 1800A GIRL'S RR 1830A SKILLS SPCT 1832 CLASSROOM 1833 MECH 1800C IDF 1830F JAN 1800B NEIGH. STOR 1800E HEALTH 1809 FM FL FJ F-A FD FF FH FI OPEN TO SKYLIGHT ABOVE OPEN TO SKYLIGHT ABOVE TEACHER STOR 1802 TEACHER RR 1801A 9' - 0" 9' - 0"NEIGH. STOR 1830D 9' - 0" TEACHER RR 1831A 9' - 0" NEIGH. STOR 1800D 9' - 0" 9' - 10" F4 F7F3 F8 F9 F10F1F2 FE FG FK F11 FB FA F5 F6 9' - 0"9' - 0"COMPUTER LAB 1840 KILN ROOM 1610K TEACHER WORKROOM 1801 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE COMPUTER LAB STOR 1840B 9' - 0"9' - 0" EQ EQ EQ EQ EQ EQ EQ EQ 4' - 0"4' - 0" EQ EQ 7' - 3 1/4" EQ EQ EQ EQ EQ EQ 7' - 3 1/4" 5' - 0" 5' - 10" 12' - 0 1/4" 12' - 0 1/4" 5' - 10" 8' - 3 1/4" 8' - 3 1/4" 5' - 7 5/8" 6' - 0" 2' - 8" 5' - 1 3/8" 8' - 3 1/4" 8' - 3 1/4" 6' - 0" 2' - 8" 5' - 1 3/8" 8' - 3 1/4" 8' - 3 1/4" 5' - 0 1/8" 8' - 3 1/4" 8' - 3 1/4" 2' - 8" 6' - 0" 2' - 8" 6' - 0" 4' - 6 5/8" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 12' - 6" 7' - 10" FIXTURE 9' - 0" RECESSED FIXTURE 14' - 1 1/8" RECESSED FIXTURE 14' - 1 1/8" FIXTURE 9' - 0" 19' - 0" EQ EQ EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE FIXTURE 9' - 0" FIXTURE 9' - 0" GENERAL NOTES: 1. ALL CEILINGS @ 9 - 10" A.F.F. UNLESS NOTED OTHERWISE. 2. GYP BOARD CEILING AT BUILDING FACADE (PERIMETER BAND) @ 12'-0" AFF UNLESS NOTED OTHERWISE 3. ALL FURRED DOWN SOFFITS ABOVE CASEWORK TO EXTEND TO TOP OF CASEWORK UNLESS NOTED OTHERWISE. 4. ALL FUR DOWNS TO EXTEND TO FACE OF CEILING SYSTEM UNLESS NOTED OTHERWISE. 5. REFER TO A5.00 - FINISH SCHEDULE FOR ADDITIONAL FINISH INFORMATION 6' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) LINEAR LED RECESSED LIGHT FIXTURE (6" APERTURE) RE: REFLECTED CEILING PLAN FOR DIMENSIONS 6" RECESSED LED CAN LIGHT FIXTURE 2' x 4' LED TROFFER LIGHT FIXTURE 2' x 2' ACOUSTIC CEILING TILE (ACT-1) GYPSUM BOARD PLASTER CEILING HIGH BAY LED LIGHT CEILING MOUNTED DIFFUSER METAL PLANK CEILING SYSTEM (ACT-5) 4' x 4' ACOUSTIC CEILING TILE (ACT-3) 6' FELT BAFFLE (FB-1) 2' x 2' LED TROFFER LIGHT FIXTURE 2' x 2' ACOUSTIC CEILING TILE (ACT-2) VARIES 4' LINEAR LED PENDANT LIGHT FIXTURE (6" APERTURE) 2' x 4' ACOUSTIC CEILING TILE (ACT-4) SOUND DIFFUSOR PANEL (SD-1) 12' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) 6' FELT BAFFLE (FB-2) 10' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) 20' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) BAND HALL/CHORAL CAFETERIA LIBRARY & TEACHERING THEATER GYM GENERAL 4' LINEAR LED RECESSED LIGHT FIXTURE (6" APERTURE) 6" RECESSED LED WATER RESISTANT CAN LIGHT FIXTURE LAPENDARY PANEL (LP-1) 4' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) CEILING MOUNTED EXIT SIGN WALL MOUNTED EXIT SIGN ILLUMINATED SURFACE DIRECTIONAL ARROWS DIRECTIONAL ARROWSILLUMINATED SURFACE 8' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D KEY PLAN AB C DE FG Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:55:13 AM 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 REFLECTED CEILING PLAN - LEVEL 1 AREA F A1.61F ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"REFLECTED CEILING PLAN - LEVEL 1 07 RCP GENERAL NOTES REFLECTED CEILING PLAN LEGEND 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID V VPS S S S PS PS PS PS PS PS PS PS PS PS PS PS S S S S PS VPS s V s H s PS VPS V PS s s s s s PS PS V S ss s V V sPS V V s PS PS PS PS PS PS PS PSPSPS PS PS PS PS PS PS PS PS s s S s s S s s s S s s s s s s S s S S s PS PS PS PS PS PS PS PS PS PS PS PSS H H H S s PSH VV V VV s s V s sV PSs S s S s s s V s s VSS S 16' - 0" TYP. OPEN TO STRUCTURE ABOVE GP TECH ED LAB 1342 TECH ED 1341 LOTC 1340 TOOL STOR 1342A TECHNICAL SPECIALIST OFFICE 1331 GENERAL STOR 1342B BOYS ATHLETIC STORAGE 1310B GIRLS ATHLETICS STOR 1310A GYMNASIUM 1310 WEIGHT ROOM 1330 PRACTICE GYM 1320 MDF 1331A BOYS PE LOCKER 1306 BOYS ATHLETIC LOCKER 1305 BOY'S TOILET 1306A BOY'S SHOWER 1306B CONCESSION 1300C MENS RR 1300A WOMEN'S RR 1300B COACHES' OFFICE 1304 LOBBY 1300 9' - 10" 42' - 2 7/8" GN GM GK GI FC GF GD GC GA E-2 EXPOSED TO STRUCTURE G14G11G8G5G6G2G3G4 DJ G15G7G10G13 GB GH GL GO G12G9G1 GJ GE GYM STOR 3038 07 / A1.66 3' - 10" 1' - 11 1/2" 2' - 0 7/8" 2' - 6"2' - 6 1/8" 5' - 0" RECESSED FIXTURE 11' - 4 1/4" 3' - 6"5' - 0" EQ EQ 4' - 7 3/4" 2' - 10"2' - 2 1/8" 5' - 0" RECESSED FIXTURE 11' - 4 1/4" FIXTURE 7' - 1" FIXTURE 7' - 1" 19' - 0" EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE 16' - 5" TYP. 5' - 7 1/4" 28' - 9" EQ EQEQ EQEQ EQ 19' - 0" OPEN TO STRUCTURE ABOVE OPEN TO STRUCTURE ABOVE 16' - 0" TYP. 2' - 7 3/8"EQ EQ EQ EQ EQ EQ EQ EQ EXPOSED TO STRUCTURE LOTC STOR 1340A COACHES' RR 3044 COACHES' LOCKER 3044A GIRL'S ATHLETIC LOCKERS 3044C GIRL'S RR + SHOWERS 3044D GIRL'S COACHES' OFFICE 3044B GIRL'S PE LOCKERS 3044E LAUNDRY 3045 GIRL'S PE STORAGE 3039 BOY'S PE STORAGE 3041 TRAINING ROOM 3044J EQ EQ EQ EQ EQ EQ EQ 8' - 11 3/8" RECESSED FIXTURE RECESSED FIXTURE 17' - 3 7/8" EXPOSED TO STRUCTURE 8' - 0" 8' - 0" 8' - 0" EXPOSED TO STRUCTURE EXPOSED TO STRUCTUREEXPOSED TO STRUCTURE 17' - 3 1/4" RECESSED FIXTURE EQ EQ 3' - 1" 3' - 1" 3' - 1" 3' - 1" 3' - 1" 3' - 1" 3' - 11"EQ EQ EQ COACHES' RR 3044GCOACHES' LOCKERS 3044F C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D KEY PLAN AB C DE FG Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:55:37 AM 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 REFLECTED CEILING PLAN - LEVEL 1 AREA G A1.61G ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"REFLECTED CEILING PLAN - LEVEL 1 01 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID s sV V s s VVVVV V V s s V V EJ EI EH E11E9 EQ EQ LIGHTING FIXTURE, TYP. EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID 18' - 11" EQ EQ 34' - 0" 15' - 9 1/2" 16' - 2 1/2" 32' - 0" 8" 4' - 0" 8" TYP. SPACING EQ EQ 6' - 9 1/2" 7' - 2 1/2" EQ EQ 6' - 9 1/2" 7' - 2 1/2" EXPOSED TO STRUCTURE 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" VOID VOID VOID VOID EA EE E12E11E10 ED EC EQ EQ EQ EQ EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE LIGHT FICTURE, TYP. VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID EQ EQ 34' - 0" 8" 4' - 0" 8" TYP. SPACING EQ EQ 50' - 8" EQ EQ EQ EQ EQ 9' - 0"9' - 0"9' - 0"9' - 0"9' - 0" 14' - 0" 7' - 0" 7' - 0" 14' - 0" EQ EQ 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 18' - 0"18' - 0"18' - 0"18' - 0"18' - 0"18' - 0"18' - 0"18' - 0"18' - 0"18' - 0"18' - 0" EA EB E5 ED EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE LIGHT FIXTURE, TYP. EQ EQ EQ EQ 19' - 0 7/8"19' - 0 7/8" VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID VOID TYP. SPACING 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 8" 4' - 0" 8" VOID VOID VOID VOID EQ EQ 30' - 0" EQ EQ 32' - 0" EXPOSED TO STRUCTURE EQ EQ 7' - 0" 7' - 0" EQ EQEXPOSED TO STRUCTURE 7' - 0" 7' - 0" GENERAL NOTES: 1. ALL CEILINGS @ 9 - 10" A.F.F. UNLESS NOTED OTHERWISE. 2. GYP BOARD CEILING AT BUILDING FACADE (PERIMETER BAND) @ 12'-0" AFF UNLESS NOTED OTHERWISE 3. ALL FURRED DOWN SOFFITS ABOVE CASEWORK TO EXTEND TO TOP OF CASEWORK UNLESS NOTED OTHERWISE. 4. ALL FUR DOWNS TO EXTEND TO FACE OF CEILING SYSTEM UNLESS NOTED OTHERWISE. 5. REFER TO A5.00 - FINISH SCHEDULE FOR ADDITIONAL FINISH INFORMATION 6' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) LINEAR LED RECESSED LIGHT FIXTURE (6" APERTURE) RE: REFLECTED CEILING PLAN FOR DIMENSIONS 6" RECESSED LED CAN LIGHT FIXTURE 2' x 4' LED TROFFER LIGHT FIXTURE 2' x 2' ACOUSTIC CEILING TILE (ACT-1) GYPSUM BOARD PLASTER CEILING HIGH BAY LED LIGHT CEILING MOUNTED DIFFUSER METAL PLANK CEILING SYSTEM (ACT-5) 4' x 4' ACOUSTIC CEILING TILE (ACT-3) 6' FELT BAFFLE (FB-1) 2' x 2' LED TROFFER LIGHT FIXTURE 2' x 2' ACOUSTIC CEILING TILE (ACT-2) VARIES 4' LINEAR LED PENDANT LIGHT FIXTURE (6" APERTURE) 2' x 4' ACOUSTIC CEILING TILE (ACT-4) SOUND DIFFUSOR PANEL (SD-1) 12' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) 6' FELT BAFFLE (FB-2) 10' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) 20' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) BAND HALL/CHORAL CAFETERIA LIBRARY & TEACHERING THEATER GYM GENERAL 4' LINEAR LED RECESSED LIGHT FIXTURE (6" APERTURE) 6" RECESSED LED WATER RESISTANT CAN LIGHT FIXTURE LAPENDARY PANEL (LP-1) 4' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) CEILING MOUNTED EXIT SIGN WALL MOUNTED EXIT SIGN ILLUMINATED SURFACE DIRECTIONAL ARROWS DIRECTIONAL ARROWSILLUMINATED SURFACE 8' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:55:47 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED RCP - BAND HALLS & CHORAL A1.65 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"ENLARGED REFLECTED CEILING PLAN - CHORAL ROOM 25 1/4" = 1'-0"ENLARGED REFLECTED CEILING PLAN - BAND HALL 1 07 1/4" = 1'-0"ENLARGED REFLECTED CEILING PLAN - BAND HALL 2 10 1/8" = 1'-0"RCP GENERAL NOTES 1/8" = 1'-0"REFLECTED CEILING PLAN LEGEND 4 11.16.2016 ISSUE FOR BID PS PS PS PSPS PS s s S S S s V PS V PS PS s PS PS PS S S s EK EJ EI EH EG EF G3 G4 E5 DE DF E4E3 DG EDGE OF STAGE WALL TO EDGE OF BEFFLE 6' LIGHT FIXTURE, TYP. FELT BAFFLE, FB-2 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 4' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 4' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 4' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 4' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" EQ EQ 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" FELT BAFFLE, FB-1 GA E-2 EK EJ EI EH EG EF DF CF E1 GB 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" EQ EQ ALIGN EDGE STAGE WALL TO EDGE OF BAFFLE TWO (2) FELT BAFFLES, FB-1 12' LIGHT FIXTURE, TYP. EQ EQ EQ EQ 6' - 0" 6' - 0" 4" 6' - 0" 6' - 0" 4" 6' - 0" 6' - 0" 4" 6' - 0" 6' - 0" 4" 6' - 0" 6' - 0" 4" 6' - 0" 6' - 0" 4" 6' - 0" 6' - 0" 4" 6' - 0" 6' - 0" 4" 6' - 0" EQ EQ GENERAL NOTES: 1. ALL CEILINGS @ 9 - 10" A.F.F. UNLESS NOTED OTHERWISE. 2. GYP BOARD CEILING AT BUILDING FACADE (PERIMETER BAND) @ 12'-0" AFF UNLESS NOTED OTHERWISE 3. ALL FURRED DOWN SOFFITS ABOVE CASEWORK TO EXTEND TO TOP OF CASEWORK UNLESS NOTED OTHERWISE. 4. ALL FUR DOWNS TO EXTEND TO FACE OF CEILING SYSTEM UNLESS NOTED OTHERWISE. 5. REFER TO A5.00 - FINISH SCHEDULE FOR ADDITIONAL FINISH INFORMATION 6' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) LINEAR LED RECESSED LIGHT FIXTURE (6" APERTURE) RE: REFLECTED CEILING PLAN FOR DIMENSIONS 6" RECESSED LED CAN LIGHT FIXTURE 2' x 4' LED TROFFER LIGHT FIXTURE 2' x 2' ACOUSTIC CEILING TILE (ACT-1) GYPSUM BOARD PLASTER CEILING HIGH BAY LED LIGHT CEILING MOUNTED DIFFUSER METAL PLANK CEILING SYSTEM (ACT-5) 4' x 4' ACOUSTIC CEILING TILE (ACT-3) 6' FELT BAFFLE (FB-1) 2' x 2' LED TROFFER LIGHT FIXTURE 2' x 2' ACOUSTIC CEILING TILE (ACT-2) VARIES 4' LINEAR LED PENDANT LIGHT FIXTURE (6" APERTURE) 2' x 4' ACOUSTIC CEILING TILE (ACT-4) SOUND DIFFUSOR PANEL (SD-1) 12' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) 6' FELT BAFFLE (FB-2) 10' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) 20' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) BAND HALL/CHORAL CAFETERIA LIBRARY & TEACHERING THEATER GYM GENERAL 4' LINEAR LED RECESSED LIGHT FIXTURE (6" APERTURE) 6" RECESSED LED WATER RESISTANT CAN LIGHT FIXTURE LAPENDARY PANEL (LP-1) 4' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) CEILING MOUNTED EXIT SIGN WALL MOUNTED EXIT SIGN ILLUMINATED SURFACE DIRECTIONAL ARROWS DIRECTIONAL ARROWSILLUMINATED SURFACE 8' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:55:53 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED RCP - CAFETERIA A1.66 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"ENLARGED REFLECTED CEILING PLAN - CAFETERIA @ STAGE 19 1/4" = 1'-0"ENLARGED REFLECTED CEILING PLAN - CAFETERIA @ ENTRY 07 1/8" = 1'-0"RCP GENERAL NOTES 1/8" = 1'-0"REFLECTED CEILING PLAN LEGEND 4 11.16.2016 ISSUE FOR BID s s s s GC D6 D7 D9 DH DI 66' - 11 7/8" 33' - 8 1/2" 66' - 11 7/8" 10' - 0" 10' - 0" 10' - 0"10' - 0" 10' - 0" 10' - 0" 25 A1.67 18' - 0" EQ EQ EA B10 EB BI EE E5 ED EC E3 4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" EQ EQ EQ EQ 48' - 9 3/4" 27 A1.67 9' - 10" GENERAL NOTES: 1. ALL CEILINGS @ 9 - 10" A.F.F. UNLESS NOTED OTHERWISE. 2. GYP BOARD CEILING AT BUILDING FACADE (PERIMETER BAND) @ 12'-0" AFF UNLESS NOTED OTHERWISE 3. ALL FURRED DOWN SOFFITS ABOVE CASEWORK TO EXTEND TO TOP OF CASEWORK UNLESS NOTED OTHERWISE. 4. ALL FUR DOWNS TO EXTEND TO FACE OF CEILING SYSTEM UNLESS NOTED OTHERWISE. 5. REFER TO A5.00 - FINISH SCHEDULE FOR ADDITIONAL FINISH INFORMATION 6' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) LINEAR LED RECESSED LIGHT FIXTURE (6" APERTURE) RE: REFLECTED CEILING PLAN FOR DIMENSIONS 6" RECESSED LED CAN LIGHT FIXTURE 2' x 4' LED TROFFER LIGHT FIXTURE 2' x 2' ACOUSTIC CEILING TILE (ACT-1) GYPSUM BOARD PLASTER CEILING HIGH BAY LED LIGHT CEILING MOUNTED DIFFUSER METAL PLANK CEILING SYSTEM (ACT-5) 4' x 4' ACOUSTIC CEILING TILE (ACT-3) 6' FELT BAFFLE (FB-1) 2' x 2' LED TROFFER LIGHT FIXTURE 2' x 2' ACOUSTIC CEILING TILE (ACT-2) VARIES 4' LINEAR LED PENDANT LIGHT FIXTURE (6" APERTURE) 2' x 4' ACOUSTIC CEILING TILE (ACT-4) SOUND DIFFUSOR PANEL (SD-1) 12' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) 6' FELT BAFFLE (FB-2) 10' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) 20' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) BAND HALL/CHORAL CAFETERIA LIBRARY & TEACHERING THEATER GYM GENERAL 4' LINEAR LED RECESSED LIGHT FIXTURE (6" APERTURE) 6" RECESSED LED WATER RESISTANT CAN LIGHT FIXTURE LAPENDARY PANEL (LP-1) 4' LINEAR LED SURFACE MOUNTED LIGHT FIXTURE (4" APERTURE) CEILING MOUNTED EXIT SIGN WALL MOUNTED EXIT SIGN ILLUMINATED SURFACE DIRECTIONAL ARROWS DIRECTIONAL ARROWSILLUMINATED SURFACE 8' LINEAR LED PENDANT LIGHT FIXTURE (2" APERTURE) 6B 4B 8B 4B 2B 4B 4B 2B 2B 8B 4B 4B 4B 2B2B 6B 5' - 0"5' - 0" REPEATS EVERY 5' TYP. PATTERN SURFACE MOUNTED LIGHT FIXTURE, TYP. 4' - 0"4' - 0" REPEATS EVERY 4' TYP. PATTERN 6B 2B 6B 2B 4B4B4B4B4B2B8B8B SURFACE MOUNTED LIGHT FIXTURE, TYP. LIGHT FIXTURE BEYOND C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:56:03 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED RCP - LIBRARY & TEACHING THEATER A1.67 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"ENLARGED REFLECTED CEILING PLAN - LIBRARY 07 1/4" = 1'-0"ENLARGED REFLECTED CEILING PLAN - TEACHING THEATER 09 1/8" = 1'-0"RCP GENERAL NOTES 1/8" = 1'-0"REFLECTED CEILING PLAN LEGEND 1/2" = 1'-0"INTERIOR SECTION @ LIBRARY CEILING PATTERN 25 1/2" = 1'-0"INTERIOR SECTION @ TEACHING THEATER CEILING PATTERN 27 4 11.16.2016 ISSUE FOR BID LEVEL 1 0' - 0" HIGH ROOF 22' - 0" T.O. LOW PARAPET 16' - 8" C1 A1 B12 E12 G15C3E1 MEZZANINE 12' - 0" C12 A18 A19 G1 LEVEL 1 0' - 0" LOW ROOF 14' - 8" HIGH ROOF 22' - 0"T.O. LOW PARAPET 16' - 8" FMGPGABIBAEIEC LEVEL 1 0' - 0" LOW ROOF 14' - 8" HIGH ROOF 22' - 0"T.O. LOW PARAPET 16' - 8" T.O. HIGH PARAPET 25' - 4" C1F1G15E1 MEZZANINE 12' - 0" C12G1F11 LEVEL 1 0' - 0" LOW ROOF 14' - 8" HIGH ROOF 22' - 0"T.O. LOW PARAPET 16' - 8" T.O. HIGH PARAPET 25' - 4" CJFM CA BABCAAFA C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:56:25 AM 1" = 20'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 OVERALL EXTERIOR ELEVATIONS A2.00 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1" = 20'-0"SOUTH EXTERIOR ELEVATION 01 1" = 20'-0"EAST EXTERIOR ELEVATION 05 1" = 20'-0"NORTH EXTERIOR ELEVATION 03 1" = 20'-0"WEST EXTERIOR ELEVATION 02 1 06.03.2016 100% SCHEMATIC DESIGN 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" MT-11 PARAPET CAP BR-3 GLAZED ACCENT BRICK BR-1 UTILITY BRICK MT-10 STOREFRONT W GL-10 GLAZING ALUM. LETTERING SKYLIGHTALUM. LOUVER SYSTEM MT-11 CURTAINWALL GL-10 GLAZING CLERESTORY GLAZING 04 A3.00 13 A3.20 07 A3.20 1 zA3.23 A1 B3A9A15A16 2 zA3.23 10 A3.20 SIM 022021202121232131 C.J. C.J.C.J. C.J.C.J.C.J. A3 A5 A7 A11 A14 A17 A18 A19 21 LEVEL 1 0' - 0" LOW ROOF 14' - 8" HIGH ROOF 22' - 0" T.O. LOW PARAPET 16' - 8" T.O. HIGH PARAPET 25' - 4" AC MEZZANINE 12' - 0" LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" 03 A3.00 ACAGAI 31 A3.20 SIM 19 A3.20 SIM 2121 20 C.J. C.J. AE LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" A1A4A8 20 21 21 21 22 C.J. C.J. C.J. LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" CB CCCA 01 0102 C.J. C.J. C.J. C.J. LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" 22 A3.20 DCDDDEDF DA 17 18 17 16 DB LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" 02 A3.00 BF BE BD BB BA 010101010101 BG MEZZANINE 12' - 0" C.J.C.J.C.J.C.J.C.J.C.J. LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" BH02 A3.00 BI 9' - 10" 01010101010101 BGBC MEZZANINE 12' - 0" C.J.C.J.C.J.C.J.C.J.C.J.C.J. LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" CG CJCICH 01 02 MEZZANINE 12' - 0" C.J. C.J. LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" C11 D1 A8F1 MEZZANINE 12' - 0" 0101010101 C12 C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:56:41 AM 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 EXTERIOR ELEVATIONS A2.01 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"SOUTH ELEVATION - MAIN ENTRY 01 1/8" = 1'-0"ADMIN. EAST ELEVATION 33 1/8" = 1'-0"WEST ELEVATION @ ADMIN.02 1/8" = 1'-0"NORTH ELEVATION @ ADMIN.14 1/8" = 1'-0"AREA C CLASSROOM WING EAST ELEVATION 1 34 1/8" = 1'-0"WEST ELEVATION @ SMALL COURTYARD 26 1/8" = 1'-0"AREA B CLASSROOM WING WEST ELEVATION 05 1/8" = 1'-0"AREA B CLASSROOM WING EAST ELEVATION 03 1/8" = 1'-0"AREA C CLASSROOM WING EAST ELEVATION 2 29 1/8" = 1'-0"SMALL COURTYARD SOUTH ELEVATION 30 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" FM FL FJ FDFFFHFI GC CF 01 01 01 01 01 01 01 01 01 02 C.J. C.J. C.J. C.J.C.J. C.J. C.J. C.J. C.J.C.J.C.J. DHFGDIFBFA LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" C1 C2 C4 C5 C6 C10 C11 BR-1 UTILITY BRICK MT-11 PARAPET CAP MT-10 STOREFRONT W GL-10 GLAZING SKYLIGHT BR-3 GLAZED ACCENT BRICK BR-2 ACCENT BRICK A8F1 10 A3.20 SIM 13 A3.20 SIM 07 A3.20 SIM 19 A3.20 SIM 31 A3.20 SIM 01 A3.00 Sim 1 A3.30 01 01 01 01 01 01 01 01 01 01 01 01 C.J. C.J. C.J. C.J.C.J. C.J. C.J. C.J.C.J. C.J. C.J. LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" C1C2C4C5C6C8C10C11 31 A3.20 19 A3.20 10 A3.20 D2 D1 22 A3.20 SIM 07 01 01 01 01 01 01 01 35 C3 C.J. C.J. C.J. C.J.C.J.C.J. C.J. C.J. C12 C9 C7 LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" FMFLFJFDFFFHFIFC 01 01 01 01 01 01 01 C.J. C.J. C.J. C.J.C.J. C.J. C.J. C.J. FE FG FK C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:56:54 AM 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 EXTERIOR ELEVATIONS A2.02 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"AREA F CLASSROOM WING WEST ELEVATION 03 1/8" = 1'-0"AREA C CLASSROOM WING SOUTH ELEVATION 01 1/8" = 1'-0"AREA C CLASSROOM WING NORTH ELEVATION 02 1/8" = 1'-0"AREA F CLASSROOM WING EAST ELEVATION 04 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID LEVEL 1 0' - 0" LOW ROOF 14' - 8" HIGH ROOF 22' - 0" T.O. LOW PARAPET 16' - 8" T.O. HIGH PARAPET 25' - 4" DC DD DE DF CFEDDA 01 01 01 01 01 01 01 01 30 MEZZANINE 12' - 0" C.J.C.J.C.J.C.J. DGCE LEVEL 1 0' - 0" LOW ROOF 14' - 8" HIGH ROOF 22' - 0" T.O. LOW PARAPET 16' - 8" T.O. HIGH PARAPET 25' - 4" 01 A3.21 07 A3.21 EK EJ EI EH EG EF EEDF 26 27 2525 MEZZANINE 12' - 0" C.J.C.J.C.J.C.J.C.J.C.J.C.J. DG DHGB LEVEL 1 0' - 0" LOW ROOF 14' - 8" HIGH ROOF 22' - 0" T.O. LOW PARAPET 16' - 8" T.O. HIGH PARAPET 25' - 4" 04 A3.00 MT-11 PARAPET CAP BR-3 GLAZED ACCENT BRICK BR-1 UTILITY BRICK MT-11 CURTAINWALL GL-10 GLAZING CLERESTORY GLAZING BR-2 ACCENT BRICK D6D7D10 D5D9 19 A3.20 SIM 31 A3.20 SIM 13 A3.20 SIM 07 A3.20 SIM 10 A3.20 SIM 22 A3.20 SIM 21 20 21 21 21 31 D8D12E1 MEZZANINE 12' - 0" C.J.C.J.C.J. D4 LEVEL 1 0' - 0" LOW ROOF 14' - 8" HIGH ROOF 22' - 0" T.O. LOW PARAPET 16' - 8" T.O. HIGH PARAPET 25' - 4" 01 A3.00 F4 F7 F8 F9 F10D6D7D3A15D5 29 29 29 29 010101 33 MEZZANINE 12' - 0" C.J.C.J.C.J.C.J.C.J. D4 F5 F6 LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" B9B4B5 B10 B11 MT-11 CURTAINWALL GL-10 GLAZING BR-3 GLAZED ACCENT BRICK BR-1 UTILITY BRICK MT-11 PARAPET CAP MT-10 STOREFRONT W GL-10 GLAZING SKYLIGHT BR-2 ACCENT BRICK 13 A3.20 07 A3.20 B12B3 22 A3.20 SIM 02 01 01 01 03 C.J. C.J. C.J. C.J.C.J. C.J. C.J. C.J. A19 LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" CF 28 MEZZANINE 12' - 0" DH LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" 02 A3.00 BF BE BD BB BA BG BC C.J.C.J.C.J. LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" 02 A3.00 BFBEBDBB BA BGBC C.J. C.J.C.J. C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:57:08 AM 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 EXTERIOR ELEVATIONS A2.03 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"EAST ELEVATION @ COURYARD 1 1/8" = 1'-0"WEST ELEVATION @ COURTYARD 19 1/8" = 1'-0"NORTH ELEVATION @ COURYARD 01 1/8" = 1'-0"SOUTH ELEVATION @ COURTYARD 02 1/8" = 1'-0"TYP. ELEVATION @ CLASSROOM WING END 09 1/8" = 1'-0"LIBRARY EAST ELEVATION 03 1/8" = 1'-0"TYP. CLASSROOM COURTYARD RIGHT ELEVATION 04 1/8" = 1'-0"TYP. CLASSROOM COURTYARD LEFT ELEVATION 28 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID LEVEL 1 0' - 0" LOW ROOF 14' - 8" HIGH ROOF 22' - 0" T.O. LOW PARAPET 16' - 8" T.O. HIGH PARAPET 25' - 4" GPGNGMGKGIFCGFGDGCGA MT-11 PARAPET CAP BR-2 ACCENT BRICK BR-1 UTILITY BRICK BR-3 GLAZED ACCENT BRICKMT-10 STOREFRONT W GL-10 GLAZING 19 A3.20 SIM 31 A3.20 SIM 07 A3.20 SIM 13 A3.20 SIM 10 A3.20 SIM 01 01 04 01 01 0124 MEZZANINE 12' - 0" C.J.C.J.C.J.C.J. GB GH GL GOGJGE LEVEL 1 0' - 0" HIGH ROOF 22' - 0" T.O. HIGH PARAPET 25' - 4" EA 19 A3.21 EKEJEIEFEE CF 11 10 1010 EC C.J.C.J.C.J. C.J.C.J. C.J. GB LEVEL 1 0' - 0" LOW ROOF 14' - 8" HIGH ROOF 22' - 0" T.O. LOW PARAPET 16' - 8" T.O. HIGH PARAPET 25' - 4" 07 A3.2201 A3.22 F10G14G5G2G3G4 12' - 0" 141513121213110101 G15 C.J. C.J.C.J.C.J. C.J. C.J.C.J.C.J.C.J.C.J.C.J. G7G13G12G9 G1 F11 16 A4.10 LEVEL 1 0' - 0" LOW ROOF 14' - 8" HIGH ROOF 22' - 0" T.O. LOW PARAPET 16' - 8" T.O. HIGH PARAPET 25' - 4" GP GN GM GK GI FC 13 A3.22 19 A3.22 25 A3.22 13 12 12 C.J. C.J.C.J.C.J.C.J. GHGLGOGJ LEVEL 1 0' - 0" HIGH ROOF 22' - 0" T.O. HIGH PARAPET 25' - 4" 13 A3.21 B12 09 10 10 E8 C.J. C.J.C.J.C.J.C.J.C.J. E7 LEVEL 1 0' - 0" LOW ROOF 14' - 8" HIGH ROOF 22' - 0" T.O. LOW PARAPET 16' - 8" T.O. HIGH PARAPET 25' - 4" E12 E11 MEZZANINE 12' - 0" LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" G14G11 G15 MEZZANINE 12' - 0" C.J.C.J.C.J.C.J. G10 G13G12G9 Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:57:22 AM 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 EXTERIOR ELEVATIONS A2.04 1/8" = 1'-0"EAST ELEVATION @ TECH 01 1/8" = 1'-0"EAST ELEVATION @ PERFORMING ARTS & KITCHEN 03 1/8" = 1'-0"NORTH ELEVATION @ ATHLETICS 02 1/8" = 1'-0"WEST ELEVATION @ ATHLETICS 19 1/8" = 1'-0"SOUTH ELEVATION @ PERFORMING ARTS 04 1/8" = 1'-0"NORTH ELEVATION @ PERFORMING ARTS 22 1/8" = 1'-0"SOUTH ELEVATION @ ATHLETICS 06 MAIN ENTRY AXONOMETRIC 29 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID LEVEL 1 0' - 0" T.O. LOW PARAPET 16' - 8" T.O. HIGH PARAPET 25' - 4" B9B4B5 B10 B11 SCIENCE LAB 1625 SCIENCE LAB 1655 B1 B12B3 CLASSROOM 1637 CLASSROOM 1607 MEZZANINE 12' - 0" B6 B7 B8 LEVEL 1 0' - 0" T.O. LOW PARAPET 16' - 8" T.O. HIGH PARAPET 25' - 4" FC GC BOY'S RR 1800A CORRIDOR 1200 LIBRARY 1201 CFDJ MEZZANINE 12' - 0" DHFEFGFKDIFBFA CORRIDOR 1830 LEVEL 1 0' - 0" T.O. LOW PARAPET 16' - 8" T.O. HIGH PARAPET 25' - 4" B4 B5 ADMIN. RR - MEN 1023 ESL CLERK 1022 SP ED CLERK 1021 SECRETARY/ RECEPTION 1000 ATTENDANCE 1001 MAIN LOBBY 1040 B1A1A2A4A6 B3A8A9A15 CORRIDOR 1130 MEZZANINE 12' - 0" A5 A7 A10 A12 A13 TEACHERS LOUNGE 1013 LEVEL 1 0' - 0" T.O. LOW PARAPET 16' - 8" T.O. HIGH PARAPET 25' - 4" AC AD AF AG AI MEZZANINE 12' - 0" AEAA MAIN LOBBY 1040 VESTIBULE 1030 C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:58:31 AM 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 BUILDING SECTIONS A3.00 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"BUILDING SECTION - TYP CLASSROOM 02 1/8" = 1'-0"BUILDING SECTION - LIBRARY 01 1/8" = 1'-0"BUILDING CROSS SECTION 03 1/8" = 1'-0"MAIN ENTRY SECTION 04 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" CJ FINISH GRADE RE: CIVIL CONC. FOUNDATION RE: STRUCTURAL BR-2 BRICK OVER 1" AIR GAP W/ BRICK TIES @ 16" O.C. TYP 1" RIGID INSULATION BRD OVER VPAD ON 5/8" EXTERIOR SHEATHING ON 6" CFMF W/R-19 BATT INSUALTION AND 5/8" GYP BRD ROOFING SYSTEM RE: ROOF PLAN SUSPENDED CEILING SYSTEM 5/8" GYP BRD ON 3 5/8" CFMF CLASSROOM 1706 2" SIM14 A4.10 13 A4.10 4" 2' - 0" 2' - 7 1/2" 2' - 2 1/2" 9' - 10" LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" CJ FINISH GRADE RE: CIVIL CONC. FOUNDATION RE: STRUCTURAL GL-10 GLAZING SYSTEM IN MT-11 CURTAIN WALL FRAME ROOFING SYSTEM RE: ROOF PLAN SUSPENDED CEILING SYSTEM 5/8" GYP BRD ON 3 5/8" CFMF 07 A4.10 14 A4.10 08 A4.10 GL-11 GLAZING SYSTEM IN MT-11 CURTAIN WALL FRAME CLASSROOM 1706 BR-2 BRICK OVER 1" AIR GAP W/ BRICK TIES @ 16" O.C. TYP 4" 2' - 0" 2' - 8" 2' - 2" 9' - 10" LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" CJ FINISH GRADE RE: CIVIL CONC. FOUNDATION RE: STRUCTURAL BR-3 BRICK OVER 1" AIR GAP W/ BRICK TIES @ 16" O.C. TYP 1" RIGID INSULATION BRD OVER VPAD ON 5/8" EXTERIOR SHEATHING ON 3 5/8" CFMF W/ R-11 BATT INSUALTION AND 5/8" GYP BRD ROOFING SYSTEM RE: ROOF PLAN SUSPENDED CEILING SYSTEM 5/8" GYP BRD ON 3 5/8" CFMF WALL BEYOND 8" 9' - 10" 2' - 2" 2' - 8" 2' - 0" 4" CLASSROOM 1708 19 A4.10 SIM14 A4.10 LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" BA FINISH GRADE RE: CIVIL CONC. FOUNDATION RE: STRUCTURAL GL-10 GLAZING SYSTEM IN MT-11 CURTAIN WALL FRAME ROOFING SYSTEM RE: ROOF PLAN SUSPENDED CEILING SYSTEM 5/8" GYP BRD ON 3 5/8" CFMF GL-11 GLAZING SYSTEM IN MT-11 CURTAIN WALL FRAME BR-1 BRICK OVER 3" AIR GAP W/ BRICK TIES @ 16" O.C. TYP 1" RIGID INSULATION BRD OVER VPAD ON 5/8" EXTERIOR SHEATHING ON 3 5/8" CFMF W/ R-11 BATT INSUALTION AND 5/8" GYP BRD CLASSROOM 1609 1' - 4" 2' - 0" 2' - 8" 2' - 2" 9' - 10" SIM07 A4.10 SIM02 A4.10 20 A4.10 LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" A8 CORRIDOR 1200 26 A4.10 25 A4.10 FINISH GRADE RE: CIVIL CONC. FOUNDATION RE: STRUCTURAL GL-10 GLAZING SYSTEM IN MT-11 CURTAIN WALL FRAME ROOFING SYSTEM RE: ROOF PLAN SUSPENDED CEILING SYSTEM GL-13 GLAZING SYSTEM IN MT-11 CURTAIN WALL FRAME 2' - 0" 3 1/2" LEVEL 1 0' - 0" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" BA FINISH GRADE RE: CIVIL CONC. FOUNDATION RE: STRUCTURAL CLASSROOM 1609 02 A4.10 01 A4.10 BR-1 BRICK OVER 3" AIR GAP W/ BRICK TIES @ 16" O.C. TYP 1" RIGID INSULATION BRD OVER VPAD ON 5/8" EXTERIOR SHEATHING ON 6" CFMF W/R-19 BATT INSUALTION AND 5/8" GYP BRD ROOFING SYSTEM RE: ROOF PLAN SUSPENDED CEILING SYSTEM 1' - 4" 2' - 0" 2' - 8" 12' - 0" 5/8" GYP BRD ON 3 5/8" CFMF C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:58:36 AM 3/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 EXTERIOR WALL SECTIONS A3.20 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 3/4" = 1'-0"TYP ACCENT BRICK AT RECESS SECTION 19 3/4" = 1'-0"TYP GLAZING AT RECESS ACCENT BRICK SECTION 31 3/4" = 1'-0"TYP GLAZED BRICK SECTION 10 3/4" = 1'-0"TYP GLAZING AT STANDARD BRICK 13 3/4" = 1'-0"TYP CURTAIN WALL SECTION 22 3/4" = 1'-0"TYP STANDARD BRICK SECTION 07 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID LEVEL 1 0' - 0" HIGH ROOF 22' - 0" T.O. HIGH PARAPET 25' - 4" E1 32 A4.10 CAFETERIA 1400 17' - 0" 3' - 4" 4" FINISH GRADE RE: CIVIL CONC. FOUNDATION RE: STRUCTURAL BR-1 BRICK OVER 3" AIR GAP W/ BRICK TIES @ 16" O.C. TYP 1" RIGID INSULATION BRD OVER AIR BARRIER ON 5/8" EXTERIOR SHEATHING ON 6" CFMF W/R-19 BATT INSULATION AND 5/8" GYP BRD ROOFING SYSTEM RE: ROOF PLAN SUSPENDED LIGHTING RE: RCP SUSPENDED BAFFLE RE: RCP PARTITION AS SCHEDULED 31 A4.10 LEVEL 1 0' - 0" HIGH ROOF 22' - 0" E1 FINISH GRADE RE: CIVIL CONC. FOUNDATION RE: STRUCTURAL BR-2 BRICK OVER 1" AIR GAP W/ BRICK TIES @ 16" O.C. TYP 1" RIGID INSULATION BRD OVER AIR BARRIER ON 5/8" EXTERIOR SHEATHING ON 8" CFMF W/R-19 BATT INSULATION AND 5/8" GYP BRD ROOFING SYSTEM RE: ROOF PLAN SUSPENDED LIGHTING RE: RCP SUSPENDED BAFFLE RE: RCP SIM08 A4.10 SIM07 A4.10 GL-10 GLAZING SYSTEM IN MT-11 CURTAIN WALL FRAME GL-11 GLAZING SYSTEM IN MT-11 CURTAIN WALL FRAME 2 1/2" 16' - 8" 5' - 4" 2' - 8" CAFETERIA 1400 38 A4.10 LEVEL 1 0' - 0" HIGH ROOF 22' - 0" T.O. HIGH PARAPET 25' - 4" EA FINISH GRADE RE: CIVIL CONC. FOUNDATION RE: STRUCTURAL BR-2 BRICK OVER 1" AIR GAP W/ BRICK TIES @ 16" O.C. TYP 1" RIGID INSULATION BRD OVER AIR BARRIER ON 5/8" EXTERIOR SHEATHING ON 8" CFMF W/R-19 BATT INSULATION AND 5/8" GYP BRD ROOFING SYSTEM RE: ROOF PLAN PARTITION AS SCHEDULED SIM13 A4.00 BR-1 BRICK OVER 3" AIR GAP W/ BRICK TIES @ 16" O.C. TYP LEDGER ANGLE RE: STRUCTURAL MASONRY WEEP MORTAR NET 2" 4" 3' - 4" 22' - 0" 0" SIM32 A4.10 BAND HALL 1 1540 LEVEL 1 0' - 0" HIGH ROOF 22' - 0" E12 BAND HALL 1 1540 2' - 8" 12' - 2" 9' - 10" SIM38 A4.10 SIM31 A4.10 FINISH GRADE RE: CIVIL CONC. FOUNDATION RE: STRUCTURAL BR-1 BRICK OVER 3" AIR GAP W/ BRICK TIES @ 16" O.C. TYP 1" RIGID INSULATION BRD OVER AIR BARRIER ON 5/8" EXTERIOR SHEATHING ON 8" CFMF W/R-19 BATT INSULATION AND 5/8" GYP BRD BR-2 BRICK OVER 1" AIR GAP W/ BRICK TIES @ 16" O.C. TYP LEDGER ANGLE RE: STRUCTURAL MASONRY WEEP MORTAR NET2" C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:58:41 AM 3/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 EXTERIOR WALL SECTIONS A3.21 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 3/4" = 1'-0"WALL SECTION 9 - TYP. BRICK AT CAFETERIA 01 3/4" = 1'-0"WALL SECTION 10 - CURTAIN WALL @ CAFETERIA 07 3/4" = 1'-0"WALL SECTION 17 - ARISCRAFT/ TYP. BRICK AT BAND HALL 13 3/4" = 1'-0"WALL SECTION 16 - RECESSED BRICK AT MUSIC HALL 19 4 11.16.2016 ISSUE FOR BID LEVEL 1 0' - 0" HIGH ROOF 22' - 0" T.O. HIGH PARAPET 25' - 4" GP FINISH GRADE RE: CIVIL CONC. FOUNDATION RE: STRUCTURAL BR-1 BRICK OVER 3" AIR GAP W/ BRICKTIES @ 16" O.C. TYP 2" RIGID INSULATION ON 10" CMU ROOFING SYSTEM RE: ROOF PLAN 4" 3' - 4" 22' - 0" GIRLS ATHLETICS STOR 1310A 33 A4.10 34 A4.10 LEVEL 1 0' - 0" HIGH ROOF 22' - 0" G2 6' - 5" 15' - 7" 3' - 0" BR-2 BRICK OVER 1" AIR GAP W/ BRICKTIES @ 16" O.C. TYP 2" RIGID INSULATION ON 10" CMU FINISH GRADE RE: CIVIL CONC. FOUNDATION RE: STRUCTURAL 37 A4.10 GL-12 TRANSLUCENT GLAZING SYSTEM IN ALUMINUM FRAME BRICK WALL BEYOND GYM PAD TYP. GYMNASIUM 1310 SIM40 A4.10 LEVEL 1 0' - 0" HIGH ROOF 22' - 0" GP GIRLS ATHLETICS STOR 1310A 3' - 0" 22' - 0" 40 A4.10 39 A4.10 BR-2 BRICK OVER 1" AIR GAP W/ BRICKTIES @ 16" O.C. TYP 2" RIGID INSULATION ON 10" CMU FINISH GRADE RE: CIVIL CONC. FOUNDATION RE: STRUCTURAL LEVEL 1 0' - 0" HIGH ROOF 22' - 0" G2 BR-2 BRICK OVER 1" AIR GAP W/ BRICKTIES @ 16" O.C. TYP 2" RIGID INSULATION ON 10" CMU FINISH GRADE RE: CIVIL CONC. FOUNDATION RE: STRUCTURAL GYM PAD TYP. BR-1 BRICK OVER 3" AIR GAP W/ BRICKTIES @ 16" O.C. TYP GYMNASIUM 1310 22' - 0" 3' - 0" SIM40 A4.10 SIM33 A4.10 LEVEL 1 0' - 0" HIGH ROOF 22' - 0" G2 GYMNASIUM 1310 BR-2 BRICK OVER 1" AIR GAP W/ BRICKTIES @ 16" O.C. TYP 2" RIGID INSULATION ON 10" CMU FINISH GRADE RE: CIVIL CONC. FOUNDATION RE: STRUCTURAL GYM PAD TYP. BR-1 BRICK OVER 3" AIR GAP W/ BRICKTIES @ 16" O.C. TYP GL-12 TRANSLUCENT GLAZING SYSTEM IN ALUMINUM FRAME BRICK WALL BEYOND 2 1/2" 4' - 0" 16' - 0" 2' - 0" 3' - 0" SIM02 A4.10 SIM40 A4.10 C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:58:47 AM 3/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 EXTERIOR WALL SECTIONS A3.22 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 3/4" = 1'-0"WALL SECTION 12 - TYP. BRICK @ GYM 07 3/4" = 1'-0"WALL SECTION 13 - TALL WINDOW GLAZED BRICK 13 3/4" = 1'-0"WALL SECTION 11 - GLAZED BRICK @ GYM 01 3/4" = 1'-0"WALL SECTION 14 - ARISCRAFT BRICK @GYM 19 3/4" = 1'-0"WALL SECTION 15 - PUNCH WINDOW ARISCRAFT @ GYM 25 4 11.16.2016 ISSUE FOR BID LEVEL 1 0' - 0" LOW ROOF 14' - 8" HIGH ROOF 22' - 0" T.O. LOW PARAPET 16' - 8" T.O. HIGH PARAPET 25' - 4" CB CC 21 A3.30 19 A3.30 33 A3.30 31 A3.30 35 A3.30 MEZZANINE 12' - 0" SCHED. CEILING SCHED. FLOOR 2 LAYERS 5/8" GYP ON 6" CFMF W/R-19 BATT INSULATION C8 CC 1 A3.30 C7 23 / A3.30 CC 5/8" GYP BOARD STEEL BEAM RE: STRUCTURAL L 7X4X1/4 4-PLY MODIFIED BITUMEN ROOFING SYSTEM ON 3-1/2" INSULATING LIGHTWEIGHT CONCRETE ON 1-1/2" VENTILATED STEEL DECK. RE: SPECIFICATIONS WRAP CONCRETE AT CRICKETED AREAS PER ROOF PLAN. ROOFING WELD SPLICE CONT REGLET AND SPRINGLOK 29 GA. MTL WALL PANEL SYSTEM CC 6" CFMF STUD 29 GA. MTL WALL PANEL RIGID INSULATION 5/8" SHEATHING 5/8" GYP BOARD STEEL COLUMN RE: STRUCTURAL STEEL BEAM RE: STRUCTURAL STEEL COLUMN RE: STRUCTURAL ROOFING SYSTEM RE: ROOF PLAN STEEL BEAM RE: STRUCTURAL STEEL BEAM RE: STRUCTURAL 4-PLY MODIFIED BITUMEN ROOFING SYSTEM ON 3-1/2" INSULATING LIGHTWEIGHT CONCRETE ON 1-1/2" VENTILATED STEEL DECK. RE: SPECIFICATIONS WRAP CONCRETE AT CRICKETED AREAS PER ROOF PLAN. CONT. REGLET AND SPRINGLOK BACKER ROD AND SEALANT TRANSLUCENT PANEL 29 GA. MTL PANEL WALL SYSTEM STEEL COLUMN RE: STRUCTURAL TRANSLUCENT WALL PANEL SYSTEM 29 GA MTL WALL PANEL 5/8" GYP BOARD METAL ROOF EDGE BY ROOFER WOOD BLOCKING ROOF SYSTEM RE: ROOF PLAN STEEL BEAM RE: STRUCTURAL C8 CURTAIN WALL SYSTEM 29 GA MTL WALL PANEL SYSTEM 1" AIR SPACE RIGIS INSULATION 5/8" PLYWOOD SHEATHING 16 GA CFMF ROOF HOISTS @ 16" OC 29 GA MTL WALL PANEL SYSTEM C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:58:53 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 EXTERIOR WALL SECTION, SKYLIGHT A3.30 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 3/4" = 1'-0"WALL SECTION S1, SKYLIGHT TYP.1 1/4" = 1'-0"SKYLIGHT @ T.O. HIGH PARAPET 2 1 1/2" = 1'-0"TRANSLUCENT PANEL @ CLERESTORY ROOF DETAIL 19 1 1/2" = 1'-0"TRANSLUCENT PANEL @ EAVE DETAIL 21 1 1/2" = 1'-0"METAL PANEL @ ROOF DETAIL 31 1 1/2" = 1'-0"METAL PANEL @ EAVE DETAIL 33 1 1/2" = 1'-0"SKYLIGHT SECTION GYP STUD CEILING 35 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 1 1/2" = 1'-0"SKYLIGHT PLAN DETAIL 23 2 LAYERS 5/8" GYP ON 6" CFMF STUD W/ R-19 BATT INSULATION 5/8" GYP ON 3 5/8" CFMF STUD W/ R-19 BATT INSULATION B9 BA 1' - 6" 8 1/4" 8 1/4" 1' - 6" R-5 RIGID INSULATION OVER VPAB ON 5/8" EXTERIOR SHEATHING ON 6" MTL STUD W/ R-19 BATT INSULATION AND 5/8" GYP BRD STRUCTURAL COLUMN BRICK BR-1 3 5/8" MTL STUD BA BRICK BR-2 BRICK BR-1 AIR SPACE 1" RIGID INSULATION 5/8" SHEATHING 6" CFMF 5/8" GYP SLAB EDGE WITH 6 5/8" BRICK LEDGE BEYOND AIR BARRIER BATT INSULATION 1' - 6" AD A15 6" CFMF 5/8" GYP CURTAIN WALL SYSTEM BRICK BR-1 AIR SPACE FLEXIBLE FLASHING 3 5/8" STUD BOX DOUBLE SEALANT & BACKER ROD R-5 RIGID INSULATION OVER VPAB ON 5/8" EXTERIOR SHEATHING ON 6" MTL STUD W/ R-19 BATT INSULATION AND 5/8" GYP BRD B9 BF 2' - 4" OUTFLOW DRAIN R-5 RIGID INSULATION OVER VPAB ON 5/8" EXTERIOR SHEATHING ON 6" MTL STUD W/ R-19 BATT INSULATION AND 5/8" GYP BRD ROOF DRAIN SCHEDULED PARTITION OVERFLOW NOSSLE, RE: PLUMBING BRICK BR-1 3 5/8" METAL STUD AC A15 A15 3" AIR SPACE 5/8" SHEATHING 5/8" GYP BRICK BR-1 FLEXIBLE FLASHING MTL FLASHING R-5 RIGID INSULATION OVER VPAB ON 5/8" EXTERIOR SHEATHING ON 6" MTL STUD W/ R-19 BATT INSULATION AND 5/8" GYP BRD STRUCTURAL COLUMN 1' - 6" 1' - 6" AI A8 CURTAIN WALL SYSTEMBRICK BR-1 FLEXIBLE FLASHING 3 5/8" STUD BOX DOUBLE SEALANT & BACKER RODR-5 RIGID INSULATION OVER VPAB ON 5/8" EXTERIOR SHEATHING ON 6" MTL STUD W/ R-19 BATT INSULATION AND 5/8" GYP BRD 1' - 6" CORNER BEAD AND TRIM, TYP. B9 1' - 0" CONT. 1"x1" F REVEAL 5/8" GYP CURTAIN WALL SYSTEM BRICK BR-1 FLEXIBLE FLASHING 3 5/8" STUD BOX DOUBLE SEALANT & BACKER ROD R-5 RIGID INSULATION OVER VPAB ON 5/8" EXTERIOR SHEATHING ON 6" MTL STUD W/ R-19 BATT INSULATION AND 5/8" GYP BRD BATT INSULATION STRUCTURAL COLUMN CORNER BEAD & TRIM EA BI B12 R-5 RIGID INSULATION OVER VPAB ON 5/8" EXTERIOR SHEATHING ON 6" MTL STUD W/ R-19 BATT INSULATION AND 5/8" GYP BRD STRUCTURAL COLUMN BRICK BR-1 3 5/8" MTL STUD 6" CFMF 5/8" GYP. C1 CA 5/8" GYP BRICK BR-1 R-5 RIGID INSULATION OVER VPAB ON 5/8" EXTERIOR SHEATHING ON 6" MTL STUD W/ R-19 BATT INSULATION AND 5/8" GYP BRD STRUCTURAL COLUMN 1' - 3 5/8" 7 5/8" 5 5/8" 7 1/4" 8 1/8" BRICK BR-2 C10 CA SCHEDULED PARTITION CORNER BEAD & TRIM BRICK BR-3 3 5/8" METAL STUD OVERFLOW NOSSLE, RE: PLUMBING R-5 RIGID INSULATION OVER VPAB ON 5/8" EXTERIOR SHEATHING ON 6" MTL STUD W/ R-19 BATT INSULATION AND 5/8" GYP BRD ROOF DRAIN OVERFLOW DRAIN STRUCTURAL COLUMN 1' - 4" EG EF E12 BRICK BR-1 FLEXIBLE FLASHING R-5 RIGID INSULATION OVER VPAB ON 5/8" EXTERIOR SHEATHING ON 6" MTL STUD W/ R-19 BATT INSULATION AND 5/8" GYP BRD STRUCTURAL COLUMN FLEXIBLE FLASHING DOUBLE SEALANT & ROD DOUBLE SEALANT & ROD CURTAIN WALL SYSTEM CURTAIN WALL SYSTEM CORNER BEAD & TRIM SCHEDULED PARTITION BOLT CIRCLE . . HINGED PERFORATED COVER SIZE SECURING HOLES STAINLESS STEEL FINISH C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:59:02 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 EXTERIOR PLAN DETAILS A4.00 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1 1/2" = 1'-0"TYP. CORNER DETAIL 01 1 1/2" = 1'-0"RECESSED ARISCRAFT BRICK 13 1 1/2" = 1'-0"EXT. DETAIL - PARENT WR 19 1 1/2" = 1'-0"EXT. DETAIL - ROOF DRAIN 03 1 1/2" = 1'-0"EXT. DETAIL - CORNER PARENT WR 31 1 1/2" = 1'-0"EXT. DETAIL - REGISTRAR 15 1 1/2" = 1'-0"EXT. DETAIL - COURTYARD BRICK TO INTERIOR, TYP.21 1 1/2" = 1'-0"EXT. DETAIL - BAND HALL 2 33 1 1/2" = 1'-0"EXT. DETAIL - AREA C CORNER 05 1 1/2" = 1'-0"EXT. DETAIL - ROOF DRAIN AREA C 17 1 1/2" = 1'-0"EXT. DETAIL - PERFORMANCE ARTS EXIT 23 6" = 1'-0"SPECIAL PURPOSE DOWNSPOUT COVER 35 4 11.16.2016 ISSUE FOR BID GN G5 AIR SPACE 2" RIGID INSULATION VAPOR BARRIER BRICK BR-1 10 "x8"x16" CMU FLEXIBLE FLASHING DOUBLE LINE OF SEALANT 1" BULLNOSE 1' - 10" FC F10 F11 CURTAIN WALL SYSTEM BRICK BR-1 FLEXIBLE FLASHING 3 5/8" STUD BOX DOUBLE SEALANT & BACKER ROD R-5 RIGID INSULATION OVER VPAB ON 5/8" EXTERIOR SHEATHING ON 6" MTL STUD W/ R-19 BATT INSULATION AND 5/8" GYP BRD STRUCTURAL COLUMN CORNER BEAD & TRIM CG C2 C3 BRICK BR-1 R-5 RIGID INSULATION OVER VPAB ON 5/8" EXTERIOR SHEATHING ON 6" MTL STUD W/ R-19 BATT INSULATION AND 5/8" GYP BRD STRUCTURAL COLUMN FLEXIBLE FLASHING DOUBLE SEALANT & ROD CURTAIN WALL SYSTEM SCHEDULED PARTITION GP G5 4"x8"x16" CMU 3" AIR SPACE 2" RIGID INSULATION STRUCTURAL COLUMN ROOF DRAIN FLUID APPLIED VAPOR BARRIER 2' - 11 3/4" 1' - 10" OVERFLOW DRAIN BRICK BR-1 10"x8"x16" CMU 1" BULLNOSE ALUMN. STEEL COVER RE:PLUMBER GP G8 BRICK BR-1 10"x8"x16" CMU 3" AIR SPACE AIR BARRIER 2" BRICK BR-2 GYM WALL PAD 1' - 8" G15 GO BRICK BR-3 10"x8"x16" CMU 1" AIR SPACE 2" RIGID INSULATION AIR BARRIER 4"x8"x16" CMU1" BULLNOSE STRUCTURAL COLUMN S23 S1 S23 THERMAL SEPARATOR S23 S1 S23 S23 S1 S23 S23S1 S23 ALUCOBOND ALUMINUM COMPOSITE MATERIAL THERMAL SEPARATOR ACM SYSTEM EXTRUSION AND CLIPS STRUCTURAL COLUMN C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:59:09 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 EXTERIOR PLAN DETAILS A4.01 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1 1/2" = 1'-0"INT. DETAIL - BRICK TO CMU TRANSITION 13 1 1/2" = 1'-0"EXT. DETAIL - BUS ENTRY 01 1 1/2" = 1'-0"EXT. DETAIL - FLEX DOOR 07 1 1/2" = 1'-0"EXT. DETAIL - GYM ROOF DRAIN 02 1 1/2" = 1'-0"EXT. DETAIL - ACCENT BRICK @ GYM 14 1 1/2" = 1'-0"EXT. DETAIL - ACCENT BRICK CORNER 32 3" = 1'-0"RADIUS COLUMN DETAIL 3 4 11.16.2016 ISSUE FOR BID LEVEL 1 0' - 0" BA CONC. FOUNDATION RE: STRUCTURAL FULLY GROUTE BR-1 BRICK MORTAR NET WEEP HOLES @ 24" O.C. BR-1 BRICK OVER 3" AIR GAP W/ BRICK TIES @ 16" O.C. TYP. R-5 RIGID INSULATION OVER VPAB ON 5/8" EXTERIOR SHEATHING ON 6" CFMF W/ R-19 BATT INSULATION AND 5/8" GYP BRD FINISH GRADE RE: CIVIL ALUM. THRU WALL FLASHING SECURE RUNNER TO SLAB TERMINATION BAR 8" 10 3/8" 1" 3" 3 5/8" RE: STRUCT LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" BA 05 A4.60 BR-1 BRICK OVER 3" AIR GAP W/ BRICK TIES @ 16" O.C. TYP. R-5 RIGID INSULATION OVER VPAB ON 5/8" EXTERIOR SHEATHING ON 6" CFMF W/ R-19 BATT INSULATION AND 5/8" GYP BRD ROOF SYSTEM RE: ROOF PLAN STEEL BEAM RE: STRUCTURAL DEFLECTION BRACING CLIP EXTEND BATT INSUALTION 18" ABOVE ROOF DECK TYP. CONT. REGLET WITH SPRINGLOCK FLASHING TYP. ROOFING WELD SPLICE FASTENER & HOLD DOWN TYP 3 1/8" 7 1/4" 1" 3" 3 5/8" 12" MIN. TYP. 1' - 4" LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" CJ 3 1/8" CONT. REGLET AND SPRINGLOCK FLASHING ROOF SYSTEM RE: ROOF PLAN BR-2 BRICK OVER 1" AIR GAP W/ BRICK TIES @ 16" O.C. TYP 1" RIGID INSULATION BRD OVER VPAD ON 5/8" EXTERIOR SHEATHING ON 6" CFMF W/R-19 BATT INSUALTION AND 5/8" GYP BRD DEFLECTION BRACING CLIP ROOFING WELD SPLICE FASTENER & HOLD DOWN TYP 12" MIN. TYP. RIGID FOAM CRICKET 08 A4.60 LEVEL 1 0' - 0" CJ 10 3/8" 1" 1" 3 5/8" 8" RE: STRUCT CONC. FOUNDATION RE: STRUCTURAL FULLY GROUTE BR-1 BRICK MORTAR NET WEEP HOLES @ 24" O.C. BR-2 BRICK OVER 1" AIR GAP W/ BRICK TIES @ 16" O.C. TYP. R-5 RIGID INSULATION OVER VPAB ON 5/8" EXTERIOR SHEATHING ON 6" CFMF W/ R-19 BATT INSULATION AND 5/8" GYP BRD FINISH GRADE RE: CIVIL ALUM. THRU WALL FLASHING SECURE RUNNER TO SLAB TERMINATION BAR 2" LEVEL 1 0' - 0" CJ 3 1/8" 7 1/2" 7 3/8" GL-10 GLAZING MT-11 CURTAIN WALL SYSTEM FINISH GRADE RE: CIVIL CONC. FOUNDATION RE: STRUCTURAL FULLY GROUT BR-1 BRICK BR-1 BRICK ROW LOCK IN BED JOINT BACKER ROD AND SEALANT BOTH SIDES W/ CONT. SUBSILL FLASHING W/ END DAMS FLUSH JOINT 1/4" / 12" 8" RE: STRUCT CJ MEZZANINE 12' - 0" 3 1/8" 7 1/2" 5 3/8" MT-11 CURTAIN WALL SYSTEM CONT. PAINTED GALV. MTL LINTEL WEEP ALUM THRU WALL FLAHSING W/ DRIP EDGE MORTAR NET BR-2 BRICK OVER 1" AIR GAP W/ BRICK TIES @ 16" O.C. R-5 RIGID INSULATION OVER VPAB ON 5/8" EXTERIOR SHEATHING ON 6" CFMF W/ R-19 BATT INSULATION AND 5/8" GYP BRD ANGLE BRACING RE: STRUCTURAL CASING BEAD AND SEALANT JNT, TYP. LEVEL 1 0' - 0" CJ CONC. FOUNDATION RE: STRUCTURAL FULLY GROUTE BR-1 BRICK MORTAR NET WEEP HOLES @ 24" O.C. BR-3 BRICK OVER 1" AIR GAP W/ BRICK TIES @ 16" O.C. TYP. R-5 RIGID INSULATION OVER VPAB ON 5/8" EXTERIOR SHEATHING ON 6" CFMF W/ R-19 BATT INSULATION AND 5/8" GYP BRD FINISH GRADE RE: CIVIL ALUM. THRU WALL FLASHING SECURE RUNNER TO SLAB TERMINATION BAR CONT. PREFINISHED MT-12 ALUM BENT PLATE 4" 8" RE: STRUCT 9 3/4" 1 5/8"1" 3 5/8" LEVEL 1 0' - 0" A8 RE: STRUCT. 3 1/8" 7 1/2" 7 3/8" 8" MT-11 CURTAIN WALL SYSTEM FINISH GRADE RE: CIVIL CONC. FOUNDATION RE: STRUCTURAL FULLY GROUT BR-1 BRICK BR-1 BRICK ROW LOCK IN BED JOINT BACKER ROD AND SEALANT BOTH SIDES W/ CONT. SUBSILL FLASHING W/ END DAMS FLUSH JOINT 1/4" / 12" TERRAZZO FLOOR ON FULL BED LOW ROOF 14' - 8" T.O. LOW PARAPET 16' - 8" A8 10 A4.60 3 1/8" 7 1/2" BA 9 3/4" 1 5/8" 3" 3 5/8" MT-11 CURTAIN WALL SYSTEM CONT. PAINTED GALV. MTL LINTEL WEEP ALUM THRU WALL FLAHSING W/ DRIP EDGE MORTAR NET BR-1 BRICK OVER 3" AIR GAP W/ BRICK TIES @ 16" O.C. R-5 RIGID INSULATION OVER VPAB ON 5/8" EXTERIOR SHEATHING ON 6" CFMF W/ R-19 BATT INSULATION AND 5/8" GYP BRD ANGLE BRACING RE: STRUCTURAL CASING BEAD AND SEALANT JNT, TYP. HIGH ROOF 22' - 0" T.O. HIGH PARAPET 25' - 4" E1 11 A4.60 BR-1 BRICK OVER 3" AIR GAP W/ BRICK TIES @ 16" O.C. TYP. R-5 RIGID INSULATION OVER AIR BARRIER ON 5/8" EXTERIOR SHEATHING ON 8" CFMF W/ R-19 BATT INSULATION AND 5/8" GYP BRD ROOF SYSTEM RE: ROOF PLAN STEEL BEAM RE: STRUCTURAL DEFLECTION BRACING CLIP EXTEND BATT INSUALTION 18" ABOVE ROOF DECK TYP. CONT. REGLET WITH SPRINGLOCK FLASHING TYP. ROOFING WELD SPLICE FASTENER & HOLD DOWN TYP 12" MIN. TYP. LEVEL 1 0' - 0" E1 CONC. FOUNDATION RE: STRUCTURAL FULLY GROUTE BR-1 BRICK MORTAR NET WEEP HOLES @ 24" O.C. BR-1 BRICK OVER 3" AIR GAP W/ BRICK TIES @ 16" O.C. TYP. R-5 RIGID INSULATION OVER AIR BARRIER ON 5/8" EXTERIOR SHEATHING ON 8" CFMF W/ R-19 BATT INSULATION AND 5/8" GYP BRD FINISH GRADE RE: CIVIL ALUM. THRU WALL FLASHING SECURE RUNNER TO SLAB TERMINATION BAR RE: STRUCT. 8" RIGID INSULATION 6" CFMF 5/8" GYP AIR BARRIER CURTAIN WALL SYSTEM BATT INSULATION BRICK BR-1 SHEATHING AIR SPACE FLEXIBLE FLASHING 3 5/8" STUD BOX DOUBLE SEALANT & BACKER ROD 1/2" ALUM. REVEAL 1' - 2 7/8" RIGID INSULATION 6" CFMF SCHEDULED BRICK AIR BARRIER CURTAIN WALL SYSTEM BATT INSULATION SCHEDULED SHEATHING AIR SPACE FLEXIBLE FLASHING 6" STUD BOX DOUBLE SEALANT & BACKER ROD 1' - 2 7/8" 5/8" GYP MT-11 CURTAIN WALL SYSTEM FLEXIBLE FLASHING EDGE OF BRICK BR-2 RIGID INSULATION 6" CFMF CASING BEAD AND SEALANT JNT, TYP. 5/8" GYP BATT INSULATION 1/2" FRY REGLET REVEAL AIR BARRIER AIR GAP BRICK BR-1 5 3/8" 7 5/8" 1/4" / 12" FULL GROUT SCHEDULED CURTAIN WALL FLEXIBLE FLASHING BRICK BR-1 2" RIGID INSULATION 1" BULLNOSE AIR BARRIER EDGE OF BRICK BR-2 7 3/8" MT-11 CURTAIN WALL SYSTEM CASING BEAD AND SEALANT JNT, TYP. AIR GAP 5 3/8" FLEXIBLE FLASHING BRICK BR-1 2" RIGID INSULATION 1" BULLNOSE AIR BARRIER EDGE OF BRICK BR-2 7 3/8" HM FRAME AIR GAP 5 3/8" HIGH ROOF 22' - 0" E1 17 A4.60 BR-2 BRICK OVER 1" AIR GAP W/ BRICK TIES @ 16" O.C. TYP. R-5 RIGID INSULATION OVER AIR BARRIER ON 5/8" EXTERIOR SHEATHING ON 8" CFMF W/ R-19 BATT INSULATION AND 5/8" GYP BRD ROOF SYSTEM RE: ROOF PLAN STEEL BEAM RE: STRUCTURAL DEFLECTION BRACING CLIP EXTEND BATT INSUALTION 18" ABOVE ROOF DECK TYP. CONT. REGLET WITH SPRINGLOCK FLASHING TYP. ROOFING WELD SPLICE FASTENER & HOLD DOWN TYP CURTAIN WALL SYSTEM CONC. FOUNDATION RE: STRUCTURAL TERRAZO FLOOR FINISH SIDEWALK OR PAVING RE: CIVIL EXPANSION JOINT TUBE STEEL CURTAIN WALL SYSTEM CONC. FOUNDATION RE: STRUCTURAL TERRAZO FLOOR FINISH SIDEWALK OR PAVING RE: CIVIL EXPANSION JOINT HIGH ROOF 22' - 0" BR-2 BRICK OVER 1" AIR GAP W/ BRICK TIES AT 16" O.C. TYP. R-5 RIGID INSULATION ON AIR BARRIER ON 5/8" EXTERIOR SHEATHING ON 6" CFMF W/ R- 19 BATT INSULATION AND 5/8" GYP BRD MORTAR NET WEEP HOLES @ 24" O.C. TYP. CURTAIN WALL SYSTEM AS SCHEDULED PAINTED GALV MTL LEDGER ANGLE BRICK BEYOND HIGH ROOF 22' - 0" GP BR-2 BRICK OVER 1" AIR GAP W/ BRICK TIES @ 16" O.C. TYP. R-10 RIGID INSULATION OVER AIR BARRIER ON 10" CMU ROOF SYSTEM RE: ROOF PLAN STEEL BEAM RE: STRUCTURAL CONT. REGLET WITH SPRINGLOCK FLASHING TYP. ROOFING WELD SPLICE FASTENER & HOLD DOWN TYP LEVEL 1 0' - 0" GP CONC. FOUNDATION RE: STRUCTURAL FULLY GROUTE BR-1 BRICK MORTAR NET WEEP HOLES @ 24" O.C. BR-1 BRICK OVER 3" AIR GAP W/ BRICK TIES @ 16" O.C. TYP. R-10 RIGID INSULATION OVER AIR BARRIER ON 10" CMU FINISH GRADE RE: CIVIL ALUM. THRU WALL FLASHING TERMINATION BAR LEVEL 1 0' - 0" GP 1' - 1 1/2" 2" 3" 3 5/8" CONC. FOUNDATION RE: STRUCTURAL FULLY GROUTE BR-1 BRICK MORTAR NET WEEP HOLES @ 24" O.C. BR-1 BRICK OVER 3" AIR GAP W/ BRICK TIES @ 16" O.C. TYP. R-10 RIGID INSULATION OVER AIR BARRIER ON 10" CMU FINISH GRADE RE: CIVIL ALUM. THRU WALL FLASHING TERMINATION BAR HIGH ROOF 22' - 0" T.O. HIGH PARAPET 25' - 4" GP BR-1 BRICK OVER 3" AIR GAP W/ BRICK TIES @ 16" O.C. TYP. R-10 RIGID INSULATION OVER AIR BARRIER ON 10" CMU ROOF SYSTEM RE: ROOF PLAN STEEL BEAM RE: STRUCTURAL CONT. REGLET WITH SPRINGLOCK FLASHING TYP. ROOFING WELD SPLICE FASTENER & HOLD DOWN TYP 12" MIN. TYP. LEVEL 1 0' - 0" G2 1' - 1 3/8" 6 5/8" GL-12 TRANSLUCENT PANEL SYSTEM FINISH GRADE RE: CIVIL CONC. FOUNDATION RE: STRUCTURAL FULLY GROUT BR-1 BRICK BR-1 BRICK ROW LOCK IN BED JOINT BACKER ROD AND SEALANT BOTH SIDES W/ CONT. SUBSILL FLASHING W/ END DAMS FLUSH JOINT SPORT FLOORING OVER CONCRETE SLAB 1/4" / 12" 2 1/2" C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:59:22 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 EXTERIOR DETAILS A4.10 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1 1/2" = 1'-0"TYP BRICK AT SILL 01 1 1/2" = 1'-0"TYP PARAPET 02 1 1/2" = 1'-0"TYP RECESS PARAPET 14 1 1/2" = 1'-0"TYP RECESS BRICK SILL 13 1 1/2" = 1'-0"TYP SILL AT GLAZING 07 1 1/2" = 1'-0"TYP GLAZING HEAD AT ACCENT BRICK 08 1 1/2" = 1'-0"TYP GLAZED BRICK SILL 19 1 1/2" = 1'-0"SILL AT GLAZING AND TERRAZZO 25 1 1/2" = 1'-0"TYP. FULL HEIGHT GLAZING HEAD 26 1 1/2" = 1'-0"TYP GLAZING HEAD AT BRICK 20 1 1/2" = 1'-0"TYP PARAPET AT 8 INCH WALL 32 1 1/2" = 1'-0"TYP BRICK SILL AT 8 INCH WALL 31 1 1/2" = 1'-0"EXT. WINDOW JAMB @ BRICK 10 1 1/2" = 1'-0"EXT. WINDOW JAMB @ BRICK WALL 28 1 1/2" = 1'-0"EXT. WINDOW JAMB @ GYP 04 3" = 1'-0"TYP. SILL @ BRICK 27 1 1/2" = 1'-0"WINDOW JAMB @ CMU 15 1 1/2" = 1'-0"HM FRAME @ CMU 21 1 1/2" = 1'-0"ACCENT PARAPET AT 8 INCH WALL 38 4 11.16.2016 ISSUE FOR BID 1 1/2" = 1'-0"GLAZING SILL AT VESTIBULE 06 1 1/2" = 1'-0"GLAZING SILL @ ENTRY 11 1 1/2" = 1'-0"GLAZING @ CMU BACKING 16 1 1/2" = 1'-0"CMU PARAPET AT ACCENT BRICK 40 1 1/2" = 1'-0"CMU SILL AT ACCENT BRICK 39 1 1/2" = 1'-0"SECTION DETAIL - TYP CMU SILL 33 1 1/2" = 1'-0"SECTION DETAIL - TYP CMU PARAPET 34 1 1/2" = 1'-0"TRANSLUCENT PANEL SILL 37 SCHEDULED WALL CORNER BEAD AND TRIM SCHEDULED WALL CORNER BEAD AND TRIM SCHEDULED WALL CORNER BEAD AND TRIM FINISHED FLOOR INTERIOR ALUM. SYSTEM REVEAL MOLDING 5/8" INTERIOR ALUM SYSTEM RE: WINDOW SCHEDULE MECHOSYTEMS, ROLLER SHADE W/ SNAPLOC FASCIA 3 3/4" SCHEDULED WALL C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:59:24 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 INTERIOR DETAILS A4.22 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1 1/2" = 1'-0"INTERIOR ALUM HEAD 31 1 1/2" = 1'-0"INTERIOR ALUM JAMB 13 1 1/2" = 1'-0"INTERIOR ALUM SILL @ GYP.19 1 1/2" = 1'-0"INTERIOR ALUM. SILL @ GYP.25 3" = 1'-0"REVEAL MOLDING IN GYP CEILING 1 1 1/2" = 1'-0"ROLLER SHADE DETAIL 7 4 11.16.2016 ISSUE FOR BID CONT. 2X TREATED WOOD BLOCKING 1-1/2" S.S. SCREW W/ WASHER TYP. FORMED CONCEALED SPLICE PATE W/ PREFORMED GUTTER CHANNEL FOR DRAINAGE 20GA GAVL. HOLD DOWN CLIP FORMED PREFINISHED 24GA GALV COPING CONT. 1/4" GALV BENT PLATE RE: STRUCTURAL 4" 1" 5" 1' - 4 3/8" 3/8" WRAP MEMBRANE UP AND OVER BLOCKING AND MECHANICALLY FASTEN TO OUSTIDE FACE DECK CLAMP AND PLATE ROOF DRAIN RE: PLUMBING ROOFING SYSTEM FLASHING STRAINER STRUCTURAL STEEL DECK STEEL LADDER 2' - 6"0' - 7" MODIFIED BITUMEN ROOFING SYSTEM 1" RIGID FIBERBOARD INSUL. AROUND OUTSIDE OF CURB MTL COUNTERFLASHING PRE-FABRICATED CURB W/ INTEGRAL CAPFLASHING & BICLIP SHOCK ABSORBER 3'-0" X 3'-0" ROOF HATCH AUTOMATIC HOLD- OPEN ARM & COVER RELEASE 8" M I N (A B O VE R O OF S U R FA C E ) 1' - 0 " M I N . SCHED. AIR INTAKE HOOD UNIT RE: MECH DWGS METAL FRAME REMOVABLE COUNTERFLASHING FASTENED 18" O.C. RE: MECH DWGS DUCT OPNG PRE-MANUFACTURED CURB STEEL DUCT RE: MECH DWGS 10" MIN. COMPATIBLE ROOF CEMENT AT PENETRATION TO MEMBRANE JOINT GRANULATED CAP STRIPPING SHEET LEAD OR COPPER PIPE FLASHING TOP OF FLASHING CAPPED OR ROLLED INTO PIPE APROXIMATELY 1" FLANGE 0' - 4" MIN FL A SH I N G H EI G H T 8" M I N PIPE PENETRATION ROOFING SYSTEM SLOPE TO DRAIN; TYP. 3 7/8" 1" 5" 1' - 6 3/8" 3/8" CONT. 2X TREATED WOOD BLOCKING 1-1/2" S.S. SCREW W/ WASHER TYP. FORMED CONCEALED SPLICE PATE W/ PREFORMED GUTTER CHANNEL FOR DRAINAGE 20GA GAVL. HOLD DOWN CLIP FORMED PREFINISHED 24GA GALV COPING CONT. 1/4" GALV BENT PLATE RE: STRUCTURAL WRAP MEMBRANE UP AND OVER BLOCKING AND MECHANICALLY FASTEN TO OUSTIDE FACE 3 3/4" 3/4" 1' - 0 5/8" 4 1/2" 3/8" CONT. 2X TREATED WOOD BLOCKING 1-1/2" S.S. SCREW W/ WASHER TYP. FORMED CONCEALED SPLICE PATE W/ PREFORMED GUTTER CHANNEL FOR DRAINAGE 20GA GAVL. HOLD DOWN CLIP FORMED PREFINISHED 24GA GALV COPING CONT. 1/4" GALV BENT PLATE RE: STRUCTURAL WRAP MEMBRANE UP AND OVER BLOCKING AND MECHANICALLY FASTEN TO OUSTIDE FACE 4 1/8" 7/8" 1' - 2 3/8" 5" 3/8" CONT. 2X TREATED WOOD BLOCKING 1-1/2" S.S. SCREW W/ WASHER TYP. FORMED CONCEALED SPLICE PATE W/ PREFORMED GUTTER CHANNEL FOR DRAINAGE 20GA GAVL. HOLD DOWN CLIP FORMED PREFINISHED 24GA GALV COPING CONT. 1/4" GALV BENT PLATE RE: STRUCTURAL WRAP MEMBRANE UP AND OVER BLOCKING AND MECHANICALLY FASTEN TO OUSTIDE FACE 4" 1" 5" 1' - 4 3/8" 3/8" CONT. 2X TREATED WOOD BLOCKING 1-1/2" S.S. SCREW W/ WASHER TYP. FORMED CONCEALED SPLICE PATE W/ PREFORMED GUTTER CHANNEL FOR DRAINAGE 20GA GAVL. HOLD DOWN CLIP FORMED PREFINISHED 24GA GALV COPING CONT. 1/4" GALV BENT PLATE RE: STRUCTURAL WRAP MEMBRANE UP AND OVER BLOCKING AND MECHANICALLY FASTEN TO OUSTIDE FACE C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:59:29 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ROOF DETAILS A4.60 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 3" = 1'-0"TYP. PARAPET CAP 05 1 1/2" = 1'-0"ROOF DRAIN 01 1 1/2" = 1'-0"ROOF HATCH DETAIL 07 1 1/2" = 1'-0"ROOF HOOD DETAIL 04 1 1/2" = 1'-0"ROOF PIPE PENETRATION DETAIL 02 3" = 1'-0"TYP 8 INCH PARAPET CAP 11 3" = 1'-0"PARAPET CAP AT FULL HEIGHT GLAZING 10 3" = 1'-0"TYP PARAPET CAP AT ACCENT BRICK 08 3" = 1'-0"8 INCH PARAPET CAP AT ACCENT BRICK 17 4 11.16.2016 ISSUE FOR BID FLOOR FINISH SELECTIONS TER-1 TERRAZO BASE FINISH SELECTIONS B-1 RUBBER BASE WALL FINISH SELECTIONS CM-1 CMU TAG TYPE MANUFACTURER PRODUCT NUMBER PRODUCT NAME / COLOR NOTES / GENERAL LOCATION THE NATIONAL TERRAZZO & MOSAIC CEM-I-01 TERRAZO LOBBY AND CORRIDOR TER-2 TERRAZO THE NATIONAL TERRAZZO & MOSAIC CEM-II-19 TERRAZO LOBBY AND CORRIDOR ACCENT NORAPLAN ECO NORA SYSTEMS, INC.6621 CATFISH CLASSROOMSRT-1 NORAPLAN ECO NORA SYSTEMS, INC.6622 HAMMERHEAD OFFICERT-2 RUBBER FLOORING RUBBER FLOORING INC.GRAY WEIGHT ROOMRB-1 CARPET MILIKEN FIXATE VELVET FXV138 FIXATE VELVET / ISOTOPE LIBRARYCP-1 CARPET MILIKEN FIXATE VELVET FXV118 FIXATE VELVET / CARBON TEACHING THEATERCP-2 QUARRY TILE KITCHEN AND SERVINGQT-2 CT-3 CERAMIC TILE DALTILE D014 DESERT GRAY 2" X 2" CERAMIC TILE BATHROOM CT-1 CERAMIC TILE BASE QUARRY TILE CO.Q3665 NATURAL HUES / STEEL CORRIDOR TILE BASE ROPPE 150 DARK GRAY CLASSROOM B-2 RUBBER BASE ROPPE 175 SLATE 2" X 2" COVE TILE BATHROOMCT-2 CERAMIC TILE BASE DALTILE KITCHEN AND SERVINGQT-1 QUARRY TILE BASE DALTILE TILE DALTILE SPECTRA-GLAZE II BATHROOM KITCHEN SERVING STAGE GYMDA-205 PEARL GRAY CM-2 CMU SPECTRA-GLAZE II SERVING GYMPOWDER BLUE CT-4 CERAMIC TILE BASE QUARRY TILE CO.KITCHEN SERVINGQH08NATURAL HUES / CINDER CT-5 CERAMIC TILE BASE QUARRY TILE CO.KITCHEN SERVINGQH63NATURAL HUES / PEARL WHITE CT-6 CERAMIC TILE BASE QUARRY TILE CO.QH68 NATURAL HUES / STARLIGHT CT-7 CERAMIC TILE BASE DALTILE UNISEX & PUBLIC BATHROOM & 4"X4" BULL NOSEDT-K775 MATTE BISCUIT CT-8 CERAMIC TILE BASE DALTILE BATHROOM BOYS 4"X4" 20% FIELDDT-QF68 CHAMBRAY CT-9 CERAMIC TILE BASE QUARRY TILE CO.BATHROOM BOYS 4"X4" 80% FIELD & 4"X4" BULL NOSEDT-K775 MATTE BISCUIT CT-10 CERAMIC TILE BASE QUARRY TILE CO.BATHROOM GIRLS 4"X4" 20% FIELDDT-QF70 WISTERIA CT-11 CERAMIC TILE BASE QUARRY TILE CO.BATHROOM GIRLS 4"X4" 80% FIELD & 4"X4" BULL NOSEDT-K775 MATTE BISCUIT PC-1 POLISHED CONCRETE ART ROOM TECH PLASTIC LAMINATE PL-1 PL-2 PL-5 PL-6 PL-7 PL-8 PL-10 PL-11 PL-12 PL-13 PLASTIC LAMINATE NEVAMAR S6037T STUDIO GRAY TYPICAL DOOR AND LOBBY PLASTIC LAMINATE NEVAMAR S3060T INDIGO TEXTURED LOBBY PLASTIC LAMINATE NEVAMAR S7024T CHALK WHITE SERVICE DOORS PLASTIC LAMINATE NEVAMAR S8003T SUMMER NIGHT GLOW GRADE 06 DOOR PLASTIC LAMINATE NEVAMAR D499-60 SUNSHINE MATTE PLASTIC LAMINATE NEVAMAR S5059T AQUA LAGOON PLASTIC LAMINATE NEVAMAR WX4600-VE WHISPERING WIND PLASTIC LAMINATE NEVAMAR PLASTIC LAMINATE NEVAMAR PLASTIC LAMINATE NEVAMAR PLASTIC LAMINATE NEVAMAR LIBRARY MILLWORK GRADE 07 DOOR GRADE 08 DOOR OFFICE MILLWORK LAB MILLWORK CLASSROOM MILLWORK CONCESSION COUNTER PAINT PT-1 WALL PAINT SHERWIN WILLIAMS SW7006 EXTRA WHITE PT-2 WALL PAINT SHERWIN WILLIAMS SW7019 GAUNTLET GRAY PT-3 WALL PAINT SHERWIN WILLIAMS SW7658 GRAY CLOUDS PT-4 WALL PAINT SHERWIN WILLIAMS SW6991 BLACK MAGIC PT-5 WALL PAINT ZOLATONE PFX-5021 STRUCTURE TYPICAL DOOR DRAMA TYPICAL WALL PT-6 WALL PAINT ZOLATONE PLX-5181 GRADE 06 WALL PT-7 WALL PAINT ZOLATONE PXA-5186 PT-8 WALL PAINT ZOLATONE ZFX-5196 GRADE 07 WALL GRADE 08 WALL PT-9 WALL PAINT ZOLATONE PFX-5205 LOBBY WALL PT-10 WALL PAINT SHERWIN WILLIAMS SW7709 COPPER POT GRADE 06 DOOR/ENTRY CEILING PT-11 WALL PAINT SHERWIN WILLIAMS SW6684 BRITTLEBUSH GRADE 07 DOOR/ENTRY CEILING PT-12 WALL PAINT SHERWIN WILLIAMS SW6487 CLOUDBURST GRADE 08 DOOR/ENTRY CEILING PT-13 WALL PAINT SHERWIN WILLIAMS SW6243 DISTANCE LOBBY CEILING INTERIOR GRAZING GL-1 INTERIOR GLAZING GL-2 INTERIOR GLAZING TEMPERED GL-3 PRIVACY FILM WD-1 WOOD GYMNASIUM FLOORING WD-2 WOOD STAGE FLOORING ARMSTRONG PERFORMANCE PLUS ESP5314LG WALNUT-BEACH HEATHER STAGE D014 DESERT GRAY NORAPLAN ECO NORA SYSTEMS, INC.6623 MANTA RAY BANDHALLRT-3 NORAPLAN ECO NORA SYSTEMS, INC.5116 ARCTURUS DRAMART-4 WD-3 WOOD STAGE FLOORING MDF PAINTED FLAT BLACK (PT-4) STAGE TAG TYPE MANUFACTURER PRODUCT NUMBER PRODUCT NAME / COLOR NOTES / GENERAL LOCATION B-3 RUBBER BASE ROPPE 100 BLACK DRAMA TAG TYPE MANUFACTURER PRODUCT NUMBER PRODUCT NAME / COLOR NOTES / GENERAL LOCATION AP-1 ACOUSTICAL PANEL FABRICMATE SYSTEMS 1" THICK ; IMPACT RESISTANT BAND HALLRC482-160 FABRICMATE RECORET TAG TYPE MANUFACTURER PRODUCT NUMBER PRODUCT NAME / COLOR NOTES / GENERAL LOCATION PL-3 PL-4 PL-9 PLASTIC LAMINATE NEVAMAR BATHROOM PARTITIONSS6027TMARITIME GRAY TAG TYPE MANUFACTURER PRODUCT NUMBER PRODUCT NAME / COLOR NOTES / GENERAL LOCATION ST-1 STONHARD STONSHIELD HRI MORTAR BASE 10/8/15 FLAGSTONE MEDIUM TEXTURE SHOWER/LOCKER CEILING FINISH SELECTIONS FB-1 FELT BAFFEL MDC ZINTRA SILVER 6' L x 12"H 1/2"W FB-2 FELT BAFFEL 6' L x 12"H 1/2"WMDC ZINTRA GREY TAG TYPE MANUFACTURER PRODUCT NUMBER PRODUCT NAME / COLOR NOTES / (LOCATION ) ACT-1 ACOUSTIC CEILING TILE ARMSTRONG 2' X 2' STANDARD CEILING TILE GRID: PRELUDE XL 15/16", WALL MOLDING: ANGLE TEGULAR FINE FISSURED SCHOOL ZONE ACT-2 ACT-3 ACT-4 ACT-5 ACOUSTIC CEILING TILE ACOUSTIC CEILING TILE ACOUSTIC CEILING TILE METAL PLANK CEILING SYSTEM ARMSTRONG ARMSTRONG ARMSTRONG HUNTER DOUGLAS ARCHITECTURAL 2' X 2' VINYL CEILING TILE (KITCHEN ) GRID: PRELUDE XL 15/16", WALL MOLDING: ANGLE CLEAN ROOM VL NONPERF 4' X 4' CEILING TILE (CORRIDORS), GRID: INTERLUDE XL 9/16", TRIM: 6" AXION CLASSIC, WALL MOLDING: SHADOW OPTIMA TEGULAR 2' X 4' CEILING TILE, GRID: PRELUDE XL 15/16" MAIN [7301] & WIRE@ EACH END & EVERY OTHER MAIN, TRIM: 6" AXIOM CLASSIC DUNE SQUARE LAY-IN (LIBRARY & TEACHING THEATER)MULTI-BOX CONTINUOUS SYSTEM/ 1015P ARCTIC WHITE GLOSS 10-20 SD-1 SOUND DIFFUSOR 23-5/8'' H x 23-5/8'' W x 4'' DRPGQRDK FORMEDFFUSOR/ WHITE 1773 3256 868 1717 LP-1 LAPENDARY PANEL MBI PRODUCTS COIN SILVER4000F-2065-S BRICK SELECTIONS - TOWNSEN MS BR-1 UTILITY BRICK TOWNSEN MS TAG TYPE MANUFACTURER PRODUCT NUMBER PRODUCT NAME / COLOR NOTES / GENERAL LOCATION SIOUX CITY BRICK 160889 COPPERTONE VELOUR FIELD BRICK BR-2 ACCENT BRICK TYPE A WEST MOUNT HOUSTON UPCHURCH KIMBROUGH N/A PIEL CLARA - ANTICO FINISH ACCENT ACCENT BRICK TYPE B WEST MOUNT HOUSTON ELGIN BUTLER 4038 SHADOW GRAY ACCENTBR-3 GLAZING SELECTIONS GL-10 EXTERIOR GLAZING PPG TBD TBD - GL-11 SPANDREL GLAZING PPG TBD TBD - INSULATED TRANSLUCENT PANEL CPI TBD TBD GYMNASIUMGL-12 METAL SELECTIONS MT-10 STOREFRONT KAWNEER ENCORE 6" DEPTH, LIGHT SEQUIN CLASSROOM UNITS MT-11 HIGH PERFORMANCE COATING PPG DURANAR UC50958XL SILVER GRAY PARAPET CAP/ FASCIA FINISH TBD TBD TBD HOLLOW METAL DOORS MT-12 MT-13 STANDING SEAM ROOF KAWNEER 1600 7.5" DEPTH, LIGHT SEQUIN MULTI-STORY UNITSCURTAINWALL MT-14 TBD TBD TBD ENTRY CANOPIES INSULATED GLAZING PANEL W/ METAL BACK-UP PPG SOLARGRAY + CLEAR SOLARBAN 60 METAL PANEL TO MATCH MT-11 GLAZED INTO FRAMEGL-13 C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\lavell.fish\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_lavell.fish.rvt 11/18/2016 9:26:54 AM 1/16" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FINISH SCHEDULE A5.00 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/16" = 1'-0"INTERIOR FINISH LEGEND 1/16" = 1'-0"EXTERIOR FINISH LEGEND Room Style Schedule Room Style Key Name Floor Finish Base Finish Wall Finish A CLASSROOM RT-1 B-1 PT-5 B ART PC-1 B-1 PT-5 C CLINIC RT-2 B-1 PT-5 D COMPUTER LAB RT-1 B-1 PT-5 E CORRIDOR 06 TER-1 TER-1 PT-5/PT-6 E1 CORRIDOR 07 TER-1 TER-1 PT-5/PT-7 E2 CORRIDOR 08 TER-1 TER-1 PT-5/PT-8 E3 CORRIDOR CT TER-1 TER-1 PT-5/PT-9 E4 CORRIDOR GYM TER-1 TER-1 CM-1/CM-2 E5 CORRIDOR TYPICAL TER-1 TER-1 PT-5 F GYMNASIUM WD-1 WD-1 CM-1 F1 GYMNASIUM STORAGE RT-1 B-1 PT-3 I PERFORMING ARTS RT-3 B-1 AP-1/PT-5 I1 PERFORMING ARTS DRAMA RT-4 B-3 PT-4 J RESTROOMS CT-3 CT-2 CT-7/ PT-3 J1 RESTROOMS GIRL CT-3 CT-2 CT-7/CT-10/CT-11/PT-5/PT-3 J2 RESTROOM BOY CT-3 CT-2 CT-7/CT-8/CT-9/PT-5/PT-3 K SUPPORT TER-1 TER-1 PT-1 K1 SUPPORT MDF RT-1 B-1 PT-1 K2 JANITOR ST-1 B-1 PT-1 K3 MECH B-1 PT-1 L LIBRARY CP-1 B-1 PT-5 M TECH LAB PC-1 B-1 PT-5 O OFFICE RT-2 B-1 PT-5 O1 GYM OFFICE ST-1 ST-1 PT-5 P TEACHING THEATER CP-2 B-1 PT-5 Q WEIGHT ROOM B-5 B-1 PT-5 R LOCKER ROOMS ST-1 ST-1 PT-3 S STAGE WD-2 WD-2 PT-4 S1 DRAMA STAGE WD-3 B-3 PT-4 T KITCHEN QT-2 QT-1 CT-4/CT-5 U CAFETERIA TER-1 TER-1 PT-5/PT-8 ABOVE IS THE OUTLINE BASE MATERIAL CONDITIONS REFER TO INTERIOR ELEVATIONS FOR SPECIAL CONDITIONS 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID THE ALPHANUMERIC DESIGNATION IN EACH PARTITION TYPE SYMBOL DESCRIBES THE PARTITION CONSTRUCTION AND THICKNESS. THE NUMBER IN THE BOTTOM HALF OF THE SYMBOL, WHERE OCCURRING, INDICATES THE HOURLY "FIRE RESISTIVE RATINGS" REQUIRED OF THAT PARTITION. A DASH (-) INDICATES A NON-RATED PARTITION. ALL PARTITION TYPES SHOWN HERE ARE DRAWN AS "NON FIRE-RATED". WHERE FIRE RESISTIVE GYPSUM WALLBOARD CONSTRUCTION IS INDICATED, PROVIDE GYPSUM WALLBOARD PER UL DESIGN # AND PROVIDE RATED JOINT ASSEMBLY AT TOP AND BOTTOM AND ALL PENETRATIONS, TYPICAL BOTH SIDES OF PARTITION. UNDERWRITERS LABORATORY AND OTHER TESTING AGENCY DESIGNATIONS INDICATED FOR FIRE RESISTIVE CONSTRUCTION ARE GIVEN FOR PURPOSES OF DESCRIBING CONSTRUCTION REQUIREMENTS ONLY AND ARE NOT INTENDED TO LIMIT MANUFACTURERS OF MATERIALS. COMPLY WITH THE CONSTRUCTION REQUIREMENTS OF THE INDICATED DESIGN. LIMITING HEIGHT INDICATES GIVE THE MAXIMUM UNSUPPORTED HEIGHT FOR THAT PARTITION TYPE BASED ON A DEFLECTION CRITERIA RATION OF L/240. WHERE FLOOR TO STRUCTURE HEIGHT OF PARTITION EXCEEDS THE INDICATED LIMITING HEIGHT, PROVIDE SUPPLEMENTAL BRACING TO THE STRUCTURE OVERHEAD AS REQUIRED TO MAINTAIN DEFLECTION RATIO WITHIN L/240. HEIGHTS LISTED ARE FOR INFORMATION ONLY BASED ON USG MANUFACTURER'S CATALOGUE PARTITION DESIGNATIONC3 2 PARTITION DESIGNATION SUPPLEMENT BRACING CONSISTING OF MTL. STUDS OR MTL. ANGLES VERIFY W/ SCHED. CEILING . LIMITING HEIGHT FOR PARTITION WITH "BRITTLE" FINISHES SUCH AS PLASTER AND CERAMIC TILE, DESIGN PARTITION SYSTEM TO MAINTAIN DEFLECTION RATIO WITH L/360. SUSPENDED CEILINGS SHALL NOT BE CONSIDERED AS BRACING. WHERE GYPSUM WALLBOARD IS THE SUBSTRATE FOR APPLICATION OF CERAMIC TILE, PROVIDE "WATER-RESISTANT" BOARD. WHERE FIRE RESISTIVE CONSTRUCTION IS INDICATED, PROVIDE FIRE RESISTIVE W/R BOARD. STC RATINGS SHOWN FOR SOUND WALLS ARE BASED ON LABORATORY TESTED ASSEMBLIES AND DO NOT NECESSARILY INDICATE THE ACTUAL STC RATING OF THE COMPLETED WORK. PROVIDE MTL. DECK FILLERS WHERE FULL HEIGHT PARTITIONS ARE PERPENDICULAR TO SPAN OF DECK. DECK FILLERS ARE TO BE COMPATIBLE WITH ALL FIRE RATED ASSEMBLIES AND ARE TO BE APPROVED BY ALL GOVERNING AGENCIES. REFER TO FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR APPLIED FINISHES TO PARTITIONS. A3 A4 A6 A2 A1 . . . 5 1/4" . 4 7/8" 3 3/4" 2 7/8" 7 1/4" PARTITION TYPE A: 25 GA METAL STUDS WITH ONE LAYER OF 5/8" GYP BD EACH SIDE. STC RATING ** WITH FULL PERIMETER ACOUSTICAL SEALANT PARTITION TYPE LIMITING HT 24" OC LIMITING HT 16" OC FIRE RATING STC RATING ** A1 A2 A3 A4 A6 8'-3" 10'-9" 13'-6" 14'-3" 15'-0" 9'-6" 12'-6" 16'-0" 17'-3" 20'-0" 1 HR UofC 7-31-62 1 HR UL U419 1 HR UL U465 1 HR UL U465 1 HR UL U465 38 38+ 40 40+ 40+ PROVIDE UL # BW-S-0001 JT ASSEMBLY AT BOTTOM OF FIRE RATED PARTITIONS ONLY 1 5/8" METAL STUD 2 1/2" METAL STUD 3 5/8" METAL STUD 4" METAL STUD 6" METAL STUD 1/2" PROVIDE UL # HW-D-0003 JT ASSEMBLY AT HEAD OF FIRE RATED PARTITIONS ONLY (CONCRETE STRUCTURE) OVERHEAD STRUCTURE RUNNER TOP OF METAL STUD B3 B4 B6 B2 B1 . . . 5 1/4" . 4 7/8" 3 3/4" 2 7/8" 7 1/4" PARTITION TYPE B: 25 GA METAL STUDS WITH ONE LAYER OF 5/8" GYP BD EACH SIDE AND ACOUSTICAL INSULATION FULL HEIGHT. PARTITION TYPE LIMITING HT 24" OC LIMITING HT 16" OC FIRE RATING STC RATING ** B1 B2 B3 B4 B6 8'-3" 10'-9" 13'-6" 14'-3" 15'-0" 9'-6" 12'-6" 16'-0" 17'-3" 20'-0" 1 HR UofC 7-31-62 1 HR UL U419 1 HR UL U465 1 HR UL U465 1 HR UL U465 -- 47 48+ 48+ 48+ CONT ACOUS SEALANT TYP. BOTH SIDES PROVIDE UL # BW-S-0001 JT ASSEMBLY AT BOTTOM OF FIRE RATED PARTITIONS ONLY 1 5/8" METAL STUD 1/2" PROVIDE UL # HW-D-0003 JT ASSEMBLY AT HEAD OF FIRE RATED PARTITIONS ONLY (CONCRETE STRUCTURE) OVERHEAD STRUCTURE RUNNER TOP OF METAL STUD 1 1/2" ACOUS INSUL 2 1/2" METAL STUD 2 1/2" ACOUS INSUL 3 5/8" METAL STUD 3" ACOUS INSUL 4" METAL STUD 4" ACOUS INSUL 6" METAL STUD 4" ACOUS INSUL CONT ACOUS SEALANT TYP. BOTH SIDES C3 C4 C6 C2 C1 PARTITION TYPE C: 25 GA METAL STUDS WITH TWO LAYERS OF 5/8" GYP BD EACH SIDE. STC RATING ** WITH FULL PERIMETER ACOUSTICAL SEALANT PARTITION TYPE LIMITING HT 24" OC LIMITING HT 16" OC FIRE RATING STC RATING ** C1 C2 C3 C4 C6 8'-9" 11'-3" 13'-6" 14'-3" 15'-0" 10'-6" 13'-6" 16'-9" 17'-3" 20'-0" 2 HR UL U419 2 HR UL U411 2 HR UL U411 2 HR UL U411 2 HR UL U411 -- -- 48 48+ 48+ PROVIDE UL # BW-S-0001 JT ASSEMBLY AT BOTTOM OF FIRE RATED PARTITIONS ONLY 1 5/8" METAL STUD 2 1/2" METAL STUD 3 5/8" METAL STUD 4" METAL STUD 6" METAL STUD 3/4" PROVIDE UL # HW-D-0003 JT ASSEMBLY AT HEAD OF FIRE RATED PARTITIONS ONLY (CONCRETE STRUCTURE) OVERHEAD STRUCTURE RUNNER TOP OF METAL STUD 6 1/2" . . . . 8 1/2" 6 1/8" 5" 4 1/8" D3 D4 D6 D2 D1 PARTITION TYPE D: 25 GA METAL STUDS WITH TWO LAYERS OF 5/8" GYP BD EACH SIDE AND ACOUSTICAL INSULATION FULL HEIGHT. PARTITION TYPE LIMITING HT 24" OC LIMITING HT 16" OC FIRE RATING STC RATING D1 D2 D3 D4 D6 8'-9" 11'-3" 13'-6" 14'-3" 15'-0" 10'-6" 13'-6" 16'-9" 17'-3" 20'-0" 2 HR UL U419 2 HR UL U411 2 HR UL U411 2 HR UL U411 2 HR UL U411 -- 51 56 56+ 56+ 3/4" 6 1/2" . . . . 8 1/2" 6 1/8" 5" 4 1/8" CONT ACOUS SEALANT TYP. BOTH SIDES PROVIDE UL # BW-S-0001 JT ASSEMBLY AT BOTTOM OF FIRE RATED PARTITIONS ONLY 1 5/8" METAL STUD PROVIDE UL # HW-D-0003 JT ASSEMBLY AT HEAD OF FIRE RATED PARTITIONS ONLY (CONCRETE STRUCTURE) OVERHEAD STRUCTURE RUNNER TOP OF METAL STUD 1 1/2" ACOUS INSUL 2 1/2" METAL STUD 2 1/2" ACOUS INSUL 3 5/8" METAL STUD 3" ACOUS INSUL 4" METAL STUD 4" ACOUS INSUL 6" METAL STUD 4" ACOUS INSUL CONT ACOUS SEALANT TYP. BOTH SIDES E6 E4 E2 PARTITION TYPE E: 25 GA METAL C-H STUDS AT 24" O.C. W/ 1" SHAFT WALL LINER AND TWO LAYERS OF 5/8" GYP BD AT FINISHED SIDE. ACOUSTICAL INSULATION FULL HEIGHT. 20 GA METAL STUD REQUIRED - DEPENDING ON WALLBOARD PRODUCT USED. PARTITION TYPE E6: 20 GA METAL STUD REQUIRED. PARTITION TYPE LIMITING HT FIRE RATING STC RATING E2 E4 E6 10'-5" 13'-10" 21'-11" (20 GA) 2 HR UL U415, SYSTEM B 2 HR UL U415, SYSTEM B 2 HR UL U415, SYSTEM B 39+ 39+ 39+ SEALANT CONT AT STRUCTURE PROVIDE UL #BW-S-0001 JT ASSEMBLY AT BOTTOM OF FIRE RATED PARTITIONS ONLY 2 1/2" METAL STUD PROVIDE UL # HW-D-0003 JT ASSEMBLY AT HEAD OF FIRE RATED PARTITIONS ONLY (CONCRETE STRUCTURE) OVERHEAD STRUCTURE CONT "J" RUNNER 1" ACOUS INSUL 4" METAL STUD 3" ACOUS INSUL 6" METAL STUD 3" ACOUS INSUL SEALANT CONT AT STRUCTURE . 5 1/4" . 7 1/4" 3 3/4" CEILING WHERE SCHEDULED CONT "J" RUNNER USER NOTE: INSULATION MAY BE DELETED W/O AFFECTING THE FIRE RATING DETAIL NOTE: LIMITING HEIGHT BASED ON INTERMITTENT AIR PRESSURE LOAD OF 7.5 PSF. VERIFY W/ ELEVATOR SPECIFICATIONS. PLAN F3 F4 F6 F2 F1 PARTITION TYPE F: 25 GA METAL STUDS WITH ONE LAYER OF 5/8" GYP BD EACH SIDE. **FIRE RATINGS MAY OR MAY NOT APPLY - SEE NOT ABOVE PARTITION TYPE LIMITING HT 24" OC LIMITING HT 16" OC FIRE RATING ** F1 F2 F3 F4 F6 8'-3" 10'-9" 13'-6" 14'-3" 15'-0" 9'-6" 12'-6" 16'-0" 17'-3" 20'-0" 1 HR UofC 7-31-62 1 HR UL U419 1 HR UL U419 1 HR UL U419 1 HR UL U419 CONT ACOUS SEALANT TYP. BOTH SIDES PROVIDE UL # BW-S-0001 JT ASSEMBLY AT BOTTOM OF FIRE RATED PARTITIONS ONLY 1 5/8" METAL STUD 2 1/2" METAL STUD 3 5/8" METAL STUD 4" METAL STUD 6" METAL STUD 1/2" . 5 1/4" . . . 7 1/4" 4 7/8" 3 3/4" 2 7/8" 1 1/2" SOUND ATTENUATION INSULATION FOLD OVER 12" AT TOP AND BOTTOM TOP OF METAL STUD RUNNER GYP BD CASING BEAD TRIM & CONT ACOUS SEALANT TYP BOTH SIDES ATTACH TOP RUNNER TACK TO CLG GRID MAIN TEES @ 48" O.C. THROUGH CONT NEOPRENE TAPE CONT 2" ACOUSTICAL INSULATION EXTEND 48" BOTH SIDES OF WALL J3 J4 J6 J2 J1 PARTITION TYPE J: 25 GA METAL STUDS WITH ONE LAYER OF 5/8" GYP BD EACH SIDE. **FIRE RATINGS MAY OR MAY NOT APPLY - SEE NOT ABOVE PARTITION TYPE LIMITING HT 24" OC LIMITING HT 16" OC FIRE RATING ** J1 J2 J3 J4 J6 8'-3" 10'-9" 13'-6" 14'-3" 15'-0" 9'-6" 12'-6" 16'-0" 17'-3" 20'-0" 1 HR UofC 7-31-62 1 HR UL U419 1 HR UL U419 1 HR UL U419 1 HR UL U419 CONT ACOUS SEALANT TYP. BOTH SIDES PROVIDE UL # BW-S-0001 JT ASSEMBLY AT BOTTOM OF FIRE RATED PARTITIONS ONLY 1 5/8" METAL STUD 2 1/2" METAL STUD 3 5/8" METAL STUD 4" METAL STUD 6" METAL STUD 1/2" . 5 1/4" . . . TOP OF STEEL STUD RUNNER GYP BD CASING BEAD TRIM TYP BOTH SIDES ATTACH TOP RUNNER TACK TO CLG GRID MAIN TEES @ 48" O.C. THROUGH CONT NEOPRENE TAPE 7 1/4" 4 7/8" 3 3/4" 2 7/8" G3 G2 G1 PARTITION TYPE G: TWO 25 GA METAL STUD WALLS IN BOTH WALLS AND ONE LAYER OF 5/8" GYP BD ON EACH SIDE. PARTITION TYPE LIMITING HT 24" OC L/240 LIMITING HT 16" OC L/240 FIRE RATING G1 G2 G3 11'-6" 15'-6" 19'-3" 1 HR UL U420 1 HR UL U420 1 HR UL U420 CONT ACOUS SEALANT TYP BOTH SIDES PROVIDE UL # BW-S-0001 JT ASSEMBLY AT BOTTOM OF FIRE RATED PARTITIONS ONLY 1 5/8" METAL STUD 2 1/2" METAL STUD 3 5/8" METAL STUD PROVIDE UL # HW-D-0003 JT ASSEMBLY AT HEAD OF FIRE RATED PARTITIONS ONLY (CONCRETE STRUCTURE) OVERHEAD STRUCTURE CONT METAL STUD RUNNERS TOP OF METAL STUD 1/4" . . PLANS. (24" MAX.) VARIES: REFER TO FLOOR PLAN CONT METAL STUD RUNNERS BRACING CUT FROM STEEL STUD RUNNERS MINIMUM 9 1/2" LONG @ 48" O.C. VERTICAL. WHERE STUD CAVITY DEPTH IS 9 1/2" OR LESS BRACING TO BE 5/8" GYP BD X 12" WIDE @ 48" O.C. VERTICAL METAL STUDS CONT ACOUS SEALANT TYP BOTH SIDES LIMITING HT 24" OC L/360 LIMITING HT 16" OC L/360 13'-3" 17'-6" 22'-9" 10'-0" 13'-6" 17'-3" 11'-6" 15'-6" 19'-9" PARTITION USED MAINLY WITH BRITTLE FINISHES L/360 H3 H2 H1 PARTITION TYPE H: TWO 25 GA METAL STUD WALLS IN BOTH WALLS AND ONE LAYER OF 5/8" GYP BD ON EACH SIDE, AND ACOUSTICAL INSULATION FULL HEIGHT. PARTITION TYPE LIMITING HT 24" OC L/240 LIMITING HT 16" OC L/240 FIRE RATING H1 H2 H3 11'-6" 15'-6" 19'-3" 1 HR UL U420 1 HR UL U420 1 HR UL U420 CONT ACOUS SEALANT TYP BOTH SIDES PROVIDE UL # BW-S-0001 JT ASSEMBLY AT BOTTOM OF FIRE RATED PARTITIONS ONLY 1 5/8" METAL STUD 2 1/2" METAL STUD 3 5/8" METAL STUD PROVIDE UL # HW-D-0003 JT ASSEMBLY AT HEAD OF FIRE RATED PARTITIONS ONLY (CONCRETE STRUCTURE) OVERHEAD STRUCTURE CONT METAL STUD RUNNERS TOP OF METAL STUD 1/4" . . PLANS. (24" MAX.) VARIES: REFER TO FLOOR PLAN CONT METAL STUD RUNNERS BRACING CUT FROM STEEL STUD RUNNERS MINIMUM 9 1/2" LONG @ 48" O.C. VERTICAL. WHERE STUD CAVITY DEPTH IS 9 1/2" OR LESS BRACING TO BE 5/8" GYP BD X 12" WIDE @ 48" O.C. VERTICAL METAL STUDS CONT ACOUS SEALANT TYP BOTH SIDES LIMITING HT 24" OC L/360 LIMITING HT 16" OC L/360 13'-3" 17'-6" 22'-9" 10'-0" 13'-6" 17'-3" 11'-6" 15'-6" 19'-9" 1 1/2" ACOUS INSUL 2 1/2" ACOUS INSUL 3" ACOUS INSUL PARTITION USED MAINLY WITH BRITTLE FINISHES L/360 K PARTITION TYPE K: 7/8" METAL FURRING CHANNELS AT 24" O.C. ANCHORED TO SUBSTRATE, WITH 5/8" GYP BD ON FINISHED SIDE WOOD BLOCKING OR FURRING CHANNEL HORIZONTAL @ BASE; CONT BETWEEN VERTICAL FURRING CHANNELS 7/8" METAL FURRING CHANNEL OVERHEAD STRUCTURE LINE OF CEILING WHERE SCHEDULED. WHERE NO CEILING, EXTEND FURRING AND GYP BD AND SEAL TO STRUCTURE MAX 1/2"1 1/2" SHIM SPACE AS REQUIRED SHIM SPACE AS REQUIRED 4" MIN. L3 L4 L6 L2 L1 PARTITION TYPE LIMITING HT 24" OC LIMITING HT 16" OC L1 L2 L3 L4 L6 7'-3" 9'-9" 12'-9" 13'-9" 15'-0" 8'-3" 11'-0" 14'-6" 15'-9" 20'-0" 1 5/8" METAL STUD OVERHEAD STRUCTURE RUNNER 1 1/2" ACOUS INSUL 2 1/2" METAL STUD 2 1/2" ACOUS INSUL 3 5/8" METAL STUD 3" ACOUS INSUL 4" METAL STUD 4" ACOUS INSUL 6" METAL STUD 4" ACOUS INSUL . 4 5/8" . . . 6 5/8" 4 1/4" 3 1/8" 2 1/4" PARTITION TYPE L: 25 GA METAL STUDS WITH ONE LAYER OF 5/8" GYP BD AT FINISHED SIDE. ACOUSTICAL INSULATION FULL HEIGHT P3 P4 P6 P2 P1 PARTITION TYPE P: 25 GA METAL STUDS WITH ONE LAYER OF 5/8" GYP BD AT FINISHED SIDE. PARTITION TYPE LIMITING HT 24" OC LIMITING HT 16" OC P1 P2 P3 P4 P6 7'-3" 9'-9" 12'-9" 13'-9" 15'-0" 8'-3" 11'-0" 14'-6" 15'-9" 20'-0" 1 5/8" METAL STUD OVERHEAD STRUCTURE RUNNER 2 1/2" METAL STUD 3 5/8" METAL STUD 4" METAL STUD 6" METAL STUD. 4 5/8" . . . 6 5/8" 4 1/4" 3 1/8" 2 1/4" M3 M4 M6 M2 M1 PARTITION TYPE LIMITING HT 24" OC LIMITING HT 16" OC M1 M2 M3 M4 M6 8'-3" 10'-9" 13'-6" 14'-3" 15'-0" 9'-6" 12'-6" 16'-0" 17'-3" 20'-0" 1 5/8" METAL STUD OVERHEAD STRUCTURE METAL STUD BRACE TO STRUCTURE @ 48" O.C. 1 1/2" ACOUS INSUL 2 1/2" METAL STUD 2 1/2" ACOUS INSUL 3 5/8" METAL STUD 3" ACOUS INSUL 4" METAL STUD 4" ACOUS INSUL 6" METAL STUD 4" ACOUS INSUL PARTITION TYPE M: 25 GA METAL STUDS AT 24" O.C. WITH ONE LAYER OF 5/8" GYP BD EACH SIDE AND ACOUSTICAL INSULATION FULL HEIGHT . . . 5 1/4" .7 1/4" 4 7/8" 3 3/4" 2 7/8" 6" CEILING WHERE SCHEDULED CONT ACOUS SEALANT TYP BOTH SIDES N3 N4 N6 N2 N1 PARTITION TYPE LIMITING HT 24" OC LIMITING HT 16" OC N1 N2 N3 N4 N6 8'-3" 10'-9" 13'-6" 14'-3" 15'-0" 9'-6" 12'-6" 16'-0" 17'-3" 20'-0" 1 5/8" METAL STUD OVERHEAD STRUCTURE 20 GA METAL STUD BRACE TO STRUCTURE @ 48" O.C. ON LATCH SIDE OF DOOR 1 1/2" ACOUS INSUL 2 1/2" METAL STUD 2 1/2" ACOUS INSUL 3 5/8" METAL STUD 3" ACOUS INSUL 4" METAL STUD 4" ACOUS INSUL 6" METAL STUD 4" ACOUS INSUL PARTITION TYPE N: 25 GA METAL STUDS AT 24" O.C. WITH ONE LAYER OF 5/8" GYP BD EACH SIDE. . . . 5 1/4" .7 1/4" 4 7/8" 3 3/4" 2 7/8" 6" CEILING WHERE SCHEDULED C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:59:35 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 PARTITION TYPES A5.10 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL N.T.S.PARTITION TYPE NOTES 01 N.T.S.PARTITION TYPE A 02 N.T.S.PARTITION TYPE B 04 N.T.S.PARTITION TYPE C 06 N.T.S.PARTITION TYPE D 07 N.T.S.PARTITION TYPE E 09 N.T.S.PARTITION TYPE F 11N.T.S.PARTITION TYPE J 16 N.T.S.PARTITION TYPE G 12 N.T.S.PARTITION TYPE H 14 N.T.S.PARTITION TYPE K 17 N.T.S.PARTITION TYPE L 19N.T.S.PARTITION TYPE P 24 N.T.S.PARTITION TYPE M 3 N.T.S.PARTITION TYPE N 5 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID Q4 Q2 PARTITION TYPE Q: 25 GA METAL C-H STUDS AT 24" O.C. W/ 1" SHAFT WALL LINER AND THREE LAYERS OF 5/8" GYP BD AT FINISHED SIDE. ACOUSTICAL INSULATION FULL HEIGHT. 20 GA METAL STUD REQUIRED - DEPENDING ON WALLBOARD PRODUCT USED. PARTITION TYPE LIMITING HT FIRE RATING Q2 Q4 10'-5" 13'-10" 3 HR UL U415, SYSTEM G 3 HR UL U415, SYSTEM G OBTAIN ENGINEERING JUDGEMENT JT ASSEMBLY AT BOTTOM OF RATED PARTITIONS ONLY 2 1/2" METAL STUD PROVIDE UL # HW-D-0003 JT ASSEMBLY AT HEAD OF FIRE RATED PARTITIONS ONLY (CONCRETE STRUCTURE) OVERHEAD STRUCTURE CONT "J" RUNNER 1" ACOUS INSUL 4" METAL STUD 3" ACOUS INSUL 5 7/8" . CEILING WHERE SCHEDULED CONT "J" RUNNER WALL FIRE RATING MUST NOT EXCEED STRUCTURE RATING. DETAIL NOTE: LIMITING HEIGHT BASED ON INTERMITTENT AIR PRESSURE LOAD OF 7.5 PSF. VERIFY W/ ELEVATOR SPECIFICATIONS. PLAN 4 3/8" R6 R4 R2 PARTITION TYPE R: 25 GA METAL C-H STUDS AT 24" O.C. W/ 1" SHAFT WALL LINER AND ONE LAYER OF 5/8" GYP BD AT FINISHED SIDE. ACOUSTICAL INSULATION FULL HEIGHT. 20 GA METAL STUD REQUIRED - DEPENDING ON WALLBOARD PRODUCT USED. PARTITION TYPE R6: 20 GA METAL STUD REQUIRED. PARTITION TYPE LIMITING HT FIRE RATING R2 R4 R6 8'-6" 13'-4" 21'-2" (20 GA) 1 HR UL U415, SYSTEM A 1 HR UL U415, SYSTEM A 1 HR UL U415, SYSTEM A SEALANT CONT AT STRUCTURE PROVIDE UL #BW-S-0001 JT ASSEMBLY AT BOTTOM OF FIRE RATED PARTITIONS ONLY 2 1/2" METAL STUD PROVIDE UL # HW-D-0003 JT ASSEMBLY AT HEAD OF FIRE RATED PARTITIONS ONLY (CONCRETE STRUCTURE) OVERHEAD STRUCTURE CONT "J" RUNNER 1" ACOUS INSUL 4" METAL STUD 3" ACOUS INSUL 6" METAL STUD 3" ACOUS INSUL CONT ACOUS SEALANT 4 5/8" 4 5/8" 4 5/8"3 1/8" CEILING WHERE SCHEDULED CONT "J" RUNNER DETAIL NOTE: LIMITING HEIGHT BASED ON INTERMITTENT AIR PRESSURE LOAD OF 7.5 PSF. VERIFY W/ ELEVATOR SPECIFICATIONS. PLAN 6 5/8" S6 S4 S2 PARTITION TYPE S: 25 GA METAL C-H STUDS AT 24" O.C. W/ 1" SHAFT WALL LINER AND ONE LAYER OF 5/8" GYP BD AT FINISHED SIDE. 20 GA METAL STUD REQUIRED - DEPENDING ON WALLBOARD PRODUCT USED. PARTITION TYPE S6: 20 GA METAL STUD REQUIRED. PARTITION TYPE LIMITING HT FIRE RATING S2 S4 S6 8'-6" 13'-4" 21'-2" (20 GA) 1 HR UL U415, SYSTEM A 1 HR UL U415, SYSTEM A 1 HR UL U415, SYSTEM A SEALANT CONT AT STRUCTURE PROVIDE UL #BW-S-0001 JT ASSEMBLY AT BOTTOM OF FIRE RATED PARTITIONS ONLY 2 1/2" METAL STUD PROVIDE UL # HW-D-0003 JT ASSEMBLY AT HEAD OF FIRE RATED PARTITIONS ONLY (CONCRETE STRUCTURE) OVERHEAD STRUCTURE CONT "J" RUNNER 4" METAL STUD 6" METAL STUD SEALANT CONT AT STRUCTURE 4 5/8" 4 5/8" 4 5/8"3 1/8" CEILING WHERE SCHEDULED CONT "J" RUNNER DETAIL NOTE: LIMITING HEIGHT BASED ON INTERMITTENT AIR PRESSURE LOAD OF 7.5 PSF. VERIFY W/ ELEVATOR SPECIFICATIONS. PLAN 6 5/8" T6 T4 T2 PARTITION TYPE T: 25 GA METAL C-H STUDS AT 24" O.C. W/ 1" SHAFT WALL LINER AND ONE LAYER OF 5/8" GYP BD AT FINISHED SIDE AND SHAFT SIDE. ACOUSTICAL INSULATION FULL HEIGHT. 20 GA METAL STUD REQUIRED - DEPENDING ON WALLBOARD PRODUCT USED. PARTITION TYPE T6: 20 GA METAL STUD REQUIRED. PARTITION TYPE LIMITING HT FIRE RATING T2 T4 T6 10'-2" 13'-9" 20'-11" (20 GA) 2 HR UL U415, SYSTEM E 2 HR UL U415, SYSTEM E 2 HR UL U415, SYSTEM E CONT ACOUS SEALANT PROVIDE UL #BW-S-0001 JT ASSEMBLY AT BOTTOM OF FIRE RATED PARTITIONS ONLY PROVIDE UL # HW-D-0003 JT ASSEMBLY AT HEAD OF FIRE RATED PARTITIONS ONLY (CONCRETE STRUCTURE) OVERHEAD STRUCTURE CONT "J" RUNNER SEALANT CONT AT STRUCTURE 5 1/4" 5 1/4" 5 1/4" CEILING WHERE SCHEDULED CONT "J" RUNNER PLAN 7 1/4" 3 3/4"2 1/2" METAL STUD 1" ACOUS INSUL 4" METAL STUD 3" ACOUS INSUL 6" METAL STUD 3" ACOUS INSUL EXTEND GYP BD ON "SHAFT SIDE" PAST STRUCTURE, FULL HT U3 U2 U1 PARTITION TYPE U: TWO 25 GA METAL STUD WALLS W/ ONE LAYER OF 5/8" GYP BD ON EACH SIDE, AND ACOUSTICAL INSULATION FULL HEIGHT. AN ADDITIONAL LAYER OF TILE BACKER BOARD IS ADDED TO BOTH SIDES OF PARTITION PARTITION TYPE LIMITING HT 24" OC L/360 LIMITING HT 16" OC L/360 FIRE RATING U1 U2 U3 10'-0" 13'-6" 17'-3" 1 HR UL U420 1 HR UL U420 1 HR UL U420 CONT ACOUS SEALANT TYP BOTH SIDES PROVIDE UL # BW-S-0001 JT ASSEMBLY AT BOTTOM OF FIRE RATED PARTITIONS ONLY 1 5/8" METAL STUD 2 1/2" METAL STUD 3 5/8" METAL STUD PROVIDE UL # HW-D-0003 JT ASSEMBLY AT HEAD OF FIRE RATED PARTITIONS ONLY (CONCRETE STRUCTURE) OVERHEAD STRUCTURE CONT METAL STUD RUNNERS TOP OF METAL STUD PLAN CONT METAL STUD RUNNERS BRACING CUT FROM STEEL STUD RUNNERS MINIMUM 9 1/2" LONG @ 48" O.C. VERTICAL. WHERE STUD CAVITY DEPTH IS 9 1/2" OR LESS BRACING TO BE 5/8" GYP BD X 12" WIDE @ 48" O.C. VERTICAL METAL STUDS CONT ACOUS SEALANT TYP BOTH SIDES 11'-6" 15'-6" 19'-9" 1 1/2" ACOUS INSUL 2 1/2" ACOUS INSUL 3" ACOUS INSUL 1/4" TILE BACKER BOARD AND TILE EA SIDE CONT SEALANT EA SIDE BLOCKING EA SIDE BATH TUB WHERE SCHEDULED . . PLANS. (24" MAX.) VARIES: RE TO FLOOR V3 V2 V1 PARTITION TYPE V: 25 GA METAL STUDS AT 24" O.C. WITH ONE LAYER OF 5/8" GYP BD EACH SIDE AND ACOUSTICAL INSULATION FULL HEIGHT. AN ADDITIONAL LAYER OF TILE BACKER BOARD IS ADDED TO RATED PARTITION. PARTITION TYPE LIMITING HT 24" OC LIMITING HT 16" OC FIRE RATING STC RATING V1 V2 V3 8'-3" 10'-9" 13'-6" 9'-6" 12'-6" 16'-0" -- -- 1 HR UL U465 -- -- 48+ CONT ACOUS SEALANT TYP. BOTH SIDES PROVIDE UL # BW-S-0001 JT ASSEMBLY AT BOTTOM OF FIRE RATED PARTITIONS ONLY 1 5/8" METAL STUD PROVIDE UL # HW-D-0003 JT ASSEMBLY AT HEAD OF FIRE RATED PARTITIONS ONLY (CONCRETE STRUCTURE) OVERHEAD STRUCTURE RUNNER TOP OF METAL STUD 1 1/2" ACOUS INSUL 2 1/2" METAL STUD 2 1/2" ACOUS INSUL 3 5/8" METAL STUD 3" ACOUS INSUL CONT ACOUS SEALANT TYP. BOTH SIDES 1/2" . . 4 7/8" 2 7/8" 3 3/4" SCHEDULED CEILING TILE BACKER BOARD AND TILE FINISH CONT SEALANT BLOCKING BATH TUB WHERE SCHEDULED Y3 Y2 Y1 PARTITION TYPE H: TWO 25 GA METAL STUD WALLS W/ TWO LAYERS OF 5/8" GYP BD ON EACH SIDE, AND ACOUSTICAL INSULATION FULL HEIGHT. PARTITION TYPE LIMITING HT 24" OC L/240 LIMITING HT 16" OC L/240 FIRE RATING Y1 Y2 Y3 12'-6" 16'-0" 19'-3" 2 HR UL U420 2 HR UL U420 2 HR UL U420 CONT ACOUS SEALANT TYP BOTH SIDES PROVIDE UL # BW-S-0001 JT ASSEMBLY AT BOTTOM OF FIRE RATED PARTITIONS ONLY 1 5/8" METAL STUD 2 1/2" METAL STUD 3 5/8" METAL STUD PROVIDE UL # HW-D-0003 JT ASSEMBLY AT HEAD OF FIRE RATED PARTITIONS ONLY (CONCRETE STRUCTURE) OVERHEAD STRUCTURE CONT METAL STUD RUNNERS TOP OF METAL STUD 1/4" . . PLANS. (24" MAX) VARIES: RE TO FLOOR PLAN CONT METAL STUD RUNNERS BRACING CUT FROM STEEL STUD RUNNERS MINIMUM 9 1/2" LONG @ 48" O.C. VERTICAL. WHERE STUD CAVITY DEPTH IS 9 1/2" OR LESS BRACING TO BE 5/8" GYP BD X 12" WIDE @ 48" O.C. VERTICAL METAL STUDS CONT ACOUS SEALANT AT UNRATED PARTITIONS OR CONT JOINT FILL PER JT ASSEMBLY ABOVE AT RATED PARTITIONS EA SIDE LIMITING HT 24" OC L/360 LIMITING HT 16" OC L/360 14'-6" 19'-0" 23'-6" 11'-0" 14'-6" 18'-6" 12'-9" 16'-6" 21'-3" 1 1/2" ACOUS INSUL 2 1/2" ACOUS INSUL 3" ACOUS INSUL PARTITION USED MAINLY WITH BRITTLE FINISHES L/360 W8 W6 W4 PARTITION TYPE W: CONCRETE MASONRY UNIT BLOCK WITH HORIZONTAL JOINT REINFORCING AT 16" O.C. VERTICAL. PARTITION TYPE *LIMITING HEIGHT W4 W6 W8 W12 43 46 49 -- PROVIDE UL # HW-D-1009 JT ASSEMBLY AT HEAD OF 1 OR 2 HR FIRE RATED PARTITIONS ONLY (CONCRETE STRUCTURE) OVERHEAD STRUCTURE CONT ACOUS SEALANT BOTH SIDES 1" COMPRESSIBLE FILLER AT STRUCTURE 3 1/2" x 3 1/2" x 1/4" x 6" LONG AT 48" O.C. BOTH SIDES. EXPANSION BOLT TO STRUCTURE *FIRE RATING 6'-10" 10'-1" 13'-5" 18'-10" 8" & 12" SIZES QUALIFY FOR 1 HR, 2 HR, 3 HR, & 4 HR RATING BASED ON UL DESIGNS U901, U902, U904, U905, U906, & U907. 6" SIZE QUALIFIES FOR 2 HR RATING BASE ON UL # U-906 4" CMU *LIMITING HEIGHTS AND FIRE RATING MAY VARY DEPENDING ON GOVERNING CODE **STC RATINGS INCLUDE SEALING ONE SIDE OF CMU WALL. W125 5/8" 5 5/8" 5 5/8" .3 5/8" 7 5/8" 11 5/8" 6" CMU 8" CMU 12" CMU 8" BOND BM LOCATED FIRST FULL COURSE BELOW STRUCTURE REINFORCE W/ (1) #5 CONT. AT 4" CMU AND (2) #5'S AT 6" AND LARGER. UL FIRE RATED JOINT ASSEMBLIES AT HEAD OF RATED PARTITIONS ARE AVAILABLE FOR FIRE RATINGS EXCEEDING 2 HOUR, BUT RATINGS MUST NOT EXCEED FLOOR STRUCTURE RATING SEE UL # HW-D-1042 UP TO 4 HR RATING **STC RATING X8 X6 X4 PARTITION TYPE X: CONCRETE MASONRY UNIT BLOCK WITH HORIZONTAL JOINT REINFORCING AT 16" O.C. VERTICAL. PARTITION TYPE *LIMITING HEIGHT **STC RATING X4 X6 X8 X12 43 46 49 -- PROVIDE UL # HW-D-1009 JT ASSEMBLY AT HEAD OF 1 OR 2 HR FIRE RATED PARTITIONS ONLY (CONCRETE STRUCTURE) OVERHEAD STRUCTURE CONT ACOUS SEALANT BOTH SIDES 1" COMPRESSIBLE FILLER AT STRUCTURE 3 1/2" x 3 1/2" x 1/4" x 6" LONG AT 48" O.C. BOTH SIDES. EXPANSION BOLT TO STRUCTURE *FIRE RATING 6'-10" 21'-0" 27'-3" 37'-3" 8" & 12" SIZES QUALIFY FOR 1 HR, 2 HR, 3 HR, & 4 HR RATING BASED ON UL DESIGNS U901, U902, U904, U905, U906, & U907. 6" SIZE QUALIFIES FOR 2 HR RATING BASE ON UL # U-906 4" CMU *LIMITING HEIGHTS AND FIRE RATING MAY VARY DEPENDING ON GOVERNING CODE. *REINFORCING MAY VARY, REFERENCE STRUCTURAL FOR REINFORCING REQUIREMENTS. **STC RATINGS INCLUDE SEALING ONE SIDE OF CMU WALL. X125 5/8" 5 5/8" 5 5/8" .3 5/8" 7 5/8" 11 5/8" 6" CMU 8" CMU 12" CMU 8" BOND BM LOCATED FIRST FULL COURSE BELOW STRUCTURE REINFORCE W/ (1) #5 CONT. AT 4" CMU AND (2) #5'S AT 6" AND LARGER. UL FIRE RATED JOINT ASSEMBLIES AT HEAD OF RATED PARTITIONS ARE AVAILABLE FOR FIRE RATINGS EXCEEDING 2 HOUR, BUT RATINGS MUST NOT EXCEED FLOOR STRUCTURE RATING SEE UL # HW-D-1042 UP TO 4 HR RATING 3" MIN. VERTICAL REINFORCING #6 BARS FULL HT IN FULLY GROUTED CORE AT 48" O.C. ZZ4 ZZ2 PARTITION TYPE ZZ: 25 GA METAL C-H STUDS AT 24" O.C. W/ 1" SHAFT WALL LINER AND ONE LAYER OF 5/8" GYP BD "SHAFT SIDE" AND TWO LAYERS OF 5/8" GYP BD AT FINISHED SIDE. PARTITION TYPE *LIMITING HT FIRE RATING ZZ2 ZZ4 10'-5" 13'-10" 3 HR UL U415, SYSTEM H 3 HR UL U415, SYSTEM H SEALANT CONT AT STRUCTURE OBTAIN ENGINEERING JUDGEMENT JT ASSEMBLY AT BOTTOM OF RATED PARTITIONS ONLY PROVIDE UL # HW-D-0003 JT ASSEMBLY AT HEAD OF FIRE RATED PARTITIONS ONLY (CONCRETE STRUCTURE) OVERHEAD STRUCTURE CONT "J" RUNNER SEALANT CONT AT STRUCTURE 5 7/8" . CEILING WHERE SCHEDULED CONT "J" RUNNER PLAN 4 3/8" 2 1/2" METAL STUD 4" METAL STUD EXTEND 5/8" GYP BD ON "SHAFT SIDE" PAST STRUCTURE, FULL HT Z2 PARTITION TYPE Z: 22 GA METAL ANGLES CONT AT PERIMETER WITH 3 LAYERS OF 0.787" THK MINERAL FIBER BD - FULL FLOAT FACE AT FINISHED SIDE TO MATCH ADJACENT WALL FINISH PARTITION TYPE *LIMITING HT FIRE RATING Z2 2 HR UL U523 PROVIDE UL # BW-S-0001 JT ASSEMBLY AT BOTTOM OF FIRE RATED PARTITIONS ONLY PROVIDE UL # HW-D-0003 JT ASSEMBLY AT HEAD OF FIRE RATED PARTITIONS ONLY (CONCRETE STRUCTURE) OVERHEAD STRUCTURE CONT 1 1/2" x 1 1/2" 22 GA GALVANIZED STEEL ANGLE CEILING WHERE SCHEDULED 3 LAYERS OF 0.787" THK MINERAL FIBER BD PLAN 2 1/2" METAL STUD CONT 1 1/2" x 1 1/2" 22 GA GALVANIZED STEEL ANGLE 2 3/8" PLAN INTERSECTION WITH EXTERIOR WALL THERMAL BATT INSUL FILL ALL VOIDS SEALANT OR TAPE SCHEDULED ACOUSTICAL PARTITION EXTERIOR SHEATHING EXTERIOR WALL FINISH PLAN INTERSECTION WITH INTERIOR ACOUSTICAL PARTITION AT DISSIMILAR WALL SURFACE SEALANT AND BACKER ROD PLAN INTERSECTION WITH INTERIOR WALL DISSIMILAR WALL SURFACE SEALANT OR TAPE SEALANT OR TAPE MIN. 8" PLAN INDICATING SEALING OF OPENINGS THROUGH PARTITIONS (SEPARATE STUD CAVITIES) ACOUSTIC SEAL SEALANT AND BACKER ROD PLAN TYPICAL PARTITION INTERSECTIONS OF ACOUSTICAL PARTITION SEALANT OR TAPE SEALANT OR TAPE PLAN TYPICAL PARTITION MULLION INTERSECTION DO NOT FASTEN STUD TO MULLION FOAM TAPE SEALANT APPROX 4" FIRE SAFING STAIR LANDING HANGER ROD SUPPORT SCHEDULED PARTITION ELEVATOR DOOR FRAME JAMB OR HEAD SHIM ELEVATOR INDICATOR BOX 1" GYPSUM LINER AND SHIM FILLER FULL WIDTH OF DOOR AT ELEVATOR DOORS OVER 7'-0" HIGH 4" MIN AC-H STUD WITH INDICATOR BOXES OVER DOOR OR CONTROL BOXES OVER 2 1/2" DEEP ELEVATOR HALL LANTERN OR PUSH BUTTON CALL BOX MIN. 4" 1" GYPSUM LINER BEHIND CUTOUT 25 GA STEEL STRIP (6"x12" MIN) TWO HOUR HORIZONTAL SHAFTWALL AT HORIZONTAL DUCT SHAFT PROTECTION 3 LAYERS HORIZ. 5/8" TYPE "X" GYP BD ON 2 1/2" C-H STUDS WITH 1" LINER PANELS. 2-HOUR FIRE RATED ASSEMBLY (NER 258) 3 3/4" 4 3/8" CONT J RUNNER, TYP. C-H STUD 24" O.C. PROVIDE UL # HW-D-0003 JT ASSEMBLY AT HEAD OF FIRE RATED PARTITIONS ONLY (CONCRETE STRUCTURE) 2 LAYERS VERTICAL 5/8" TYPE "X" GYP BD ON 2 1/2" C-H STUDS WITH 1" LINER PANELS. 2-HOUR FIRE RATED ASSEMBLY (NER 258) C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:59:38 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 PARTITION TYPES A5.11 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL N.T.S.PARTITION TYPE Q 01 N.T.S.PARTITION TYPE R 02 N.T.S.PARTITION TYPE S 04 N.T.S.PARTITION TYPE T 06 N.T.S.PARTITION TYPE U 07 N.T.S.PARTITION TYPE V 09 N.T.S.PARTITION TYPE Y 14 N.T.S.PARTITION TYPE W 11 N.T.S.PARTITION TYPE X 12N.T.S.PARTITION TYPE ZZ 19 N.T.S.PARTITION TYPE Z 16N.T.S.TYP. PARTITION DETAILS 21 N.T.S.STAIR HANGER ROD PROTECTION 23 N.T.S.ELEVATOR HALL/CALL BOX 24 N.T.S.HORIZONTAL SHAFTWALL 25 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID LEVEL 1 0' - 0" 2' - 2" 9' - 10" GL-13 GL-10 TYPE 01 04 A4.10 TYP. 27 A4.10 SIM SIM08 A4.10 LEVEL 1 0' - 0" 2' - 2" 9' - 10" 2' - 0" TYPE 02 GL-10 GL-13 04 A4.10 TYP. 27 A4.10 SIM 20 A4.10 SIM LEVEL 1 0' - 0" 2' - 2" 9' - 10" TYPE 04 GL-10 GL-13 SCHED OPENING 7' - 2" GL-11 GL-10 13 A5.40 TYP. 27 A4.10 SIM 04 A4.10 TYP. 20 A4.10 SIM LEVEL 1 0' - 0" 6' - 2" 9' - 10" 8' - 0" GL-10GL-10 GL-11 TYPE 06 GL-13 2' - 4 1/4" 6' - 2 1/2" 4' - 6 3/8" 4' - 6 3/8" GL-13 27 A4.10 SIM 10 A4.10 TYP. GL-13 11 A4.10 TYP. 26 A4.10 SIM TYPE 05 GL-10 GL-13 9' - 10" 2' - 2" 7' - 2" GL-13 GL-11 GL-10 DOOR SCHED. 3' - 9 1/2" 04 A4.10 TYP. 13 A5.40 TYP.27 A4.10 SIM SIM08 A4.10 LEVEL 1 0' - 0" T.O. LOW PARAPET 16' - 8" 6' - 10" 9' - 10" GL-13 04 A4.10 TYP. 11 A4.10 TYP.SIM07 A4.10 GL-13 26 A4.10 SIM5' - 9 3/4"DOOR SCHED.5' - 9 3/4"5' - 9 3/4"5' - 9 3/4"5' - 9 3/4"5' - 9 3/4"DOOR SCHED.5' - 9 3/4" GL-10GL-10 GL-10 LEVEL 1 0' - 0" LOW ROOF 14' - 8" 5' - 2" 9' - 10" 8' - 0" TYPE 08 CT-10 GL-13 GL-10 GL-11 4' - 6 3/8" 4' - 7 5/8" DOOR SCHED. 2' - 5 7/8" GL-10 10 A4.10 TYP. 27 A4.10 SIM GL-13 26 A4.10 SIM 13 A5.40 TYP. LEVEL 1 0' - 0" LOW ROOF 14' - 8" 3' - 0" 4' - 0" 8' - 0" 3' - 6 1/2" TYPE 09 GL-10 GL-11 GL-11 13 A5.40 TYP. 04 A4.10 TYP. SIM08 A4.10 LEVEL 1 0' - 0" 2' - 2" 9' - 10" 4' - 0" TYPE 03 GL-10 GL-13 27 A4.10 SIM 04 A4.10 TYP. 20 A4.10 SIM LEVEL 1 0' - 0" LOW ROOF 14' - 8" 3' - 0" 12' - 0" 4' - 0" TYPE 10 GL-10 GL-11 27 A4.10 SIM 04 A4.10 TYP. SIM08 A4.10 LEVEL 1 0' - 0" 12' - 0" DOOR SCHED. TYPE 11 GL-11 GL-10 15 A4.10 TYP. 11 A4.10 TYP.27 A4.10 SIM 20 A4.10 SIM LEVEL 1 0' - 0" 4' - 0" 8' - 0" 8' - 0" 4' - 0" TYPE 12 GL-12 GL-12 GL-12 15 A4.10 TYP. 16 A4.10 SIM LEVEL 1 0' - 0" 12' - 0" 8' - 0" TYPE 13 GL-12 GL-12 4' - 0" 15 A4.10 TYP. 16 A4.10 SIM LEVEL 1 0' - 0" LOW ROOF 14' - 8" 8' - 0" 4' - 0" 3' - 10 1/2" TYPE 14 GL-10 GL-13 GL-10 4' - 1 3/4"4' - 1 3/4"DOOR SCHED.3' - 5 3/4"DOOR SCHED.3' - 4 3/4" GL-13 GL-10 GL-10 27 A4.10 SIM 04 A4.10 TYP. 26 A4.10 SIM 11 A4.10 TYP.LEVEL 1 0' - 0" LOW ROOF 14' - 8" 12' - 0" 4' - 5 1/2" 8' - 0" TYPE 15 GL-10 GL-11 GL-11 GL-13 2' - 8 3/8"DOOR SCHED.1' - 3 1/8"DOOR SCHED.5' - 0"4' - 6 1/2" 26 A4.10 SIM 11 A4.10 TYP.27 A4.10 SIM 04 A4.10 TYP. TYPE 17 GL-10 GL-13 9' - 11 1/4" 6' - 8 3/4" 6' - 4 1/8" 6' - 3 3/8" 26 A4.10 SIM 10 A4.10 TYP. 27 A4.10 SIM LEVEL 1 0' - 0" T.O. LOW PARAPET 16' - 8" 9' - 10" 6' - 10" 4' - 8" 4' - 8" 4' - 8" TYPE 16 GL-10 GL-13 27 A4.10 SIM 10 A4.10 TYP. 26 A4.10 SIM LEVEL 1 0' - 0" 8' - 0" 4' - 0" DOOR SCHED.1' - 7 1/2" TYPE 22 GL-10 GL-13 GL-11 GL-13 GL-10 SIM08 A4.10 13 A5.40 TYP. 04 A4.10 TYP. 27 A4.10 SIM EXTERIOR TYPE DESCRIPTION GL-10 SIGU, BOTH LITES TEMPERED, SOLARBAN 60 GL-11 SIGU, BOTH LITES FLOAT GLASS, SOLARBAN 60 GL-12 TRANSLUCENT POLYCARBONATE PANEL GL-13 SHADOW BOX, SIGU, BOTH LITES HEAT STRENGTHENED, SOLARBAN 60 INTERIOR TYPE DESCRIPTION GL-1 1/4" CLEAR TEMPERED GL-2 1/4" CLEAR TEMPERED W/ PRIVACY FILM GL-3 1/4" CLEAR GLAZING GLAZING NOTES: 1. FOR SCHEDULED DOORS AND HARDWARE, SEE DOOR SCHEDULES BEGINNING SHEET A-5.30. 2. FOR EXTERIOR WINDOW, SEE WINDOW SCHEDULE BEGINNING SHEET A-5.20. 3. FOR INTERIOR FRAMING SYSTEMS, SEE INTERIOR WINDOW SCHEDULE BEGINNING SHEET A-5.25. 4. FOR GLAZING SCHEDULE, SEE GLAZING LEGEND SHEET A-5.20 GLAZING GENERAL NOTES: 1. OUTBOARD LITE AT EXTERIOR SIGU IS SOLORGRAY, TYP. WITH SOLOARBAN COATING #2 SURFACE, TYP. 2. INTERIOR LITES ARE 1/4" THK CLEAR, FLOAT, TYP. U.N.O. 3. ALL WINDOWS TO RECEIVE MINI BLINDS EXCEPT NOTED OTHERWISE. LEVEL 1 0' - 0" TYPE 20 9' - 0" 3' - 0" 3' - 6" 1' - 6" GL-10 GL-13 20 A4.10 SIM 04 A4.10 TYP. 27 A4.10 SIM LEVEL 1 0' - 0" 4' - 0" 9' - 0" 3' - 0" GL-10 GL-13 TYPE 21 04 A4.10 TYP. 27 A4.10 SIM 20 A4.10 SIM LEVEL 1 0' - 0" GL-10 GL-11 GL-11 8' - 0" 1' - 10" 2' - 2" TYPE 24 15 A4.10 TYP. 33 A4.10 SIM 20 A4.10 SIM 3' - 0" 9' - 0" 2' - 0"4' - 0" TYPE 23 GL-10 GL-11 20 A4.10 SIM 04 A4.10 TYP. 27 A4.10 SIM C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:59:45 AM 1/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 WINDOW SCHEDULE A5.15 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"WINDOW TYPE 01 01 1/4" = 1'-0"WINDOW TYPE 02 07 1/4" = 1'-0"WINDOW TYPE 04 19 1/4" = 1'-0"WINDOW TYPE 06 31 1/4" = 1'-0"WINDOW TYPE 05 25 1/4" = 1'-0"WINDOW TYPE 07 02 1/4" = 1'-0"WINDOW TYPE 08 20 1/4" = 1'-0"WINDOW TYPE 09 32 1/4" = 1'-0"WINDOW TYPE 03 13 1/4" = 1'-0"WINDOW TYPE 10 38 1/4" = 1'-0"WINDOW TYPE 11 03 1/4" = 1'-0"WINDOW TYPE 12 09 1/4" = 1'-0"WINDOW TYPE 13 15 1/4" = 1'-0"WINDOW TYPE 14 21 1/4" = 1'-0"WINDOW TYPE 15 33 1/4" = 1'-0"WINDOW TYPE 17 40 1/4" = 1'-0"WINDOW TYPE 16 04 1/4" = 1'-0"WINDOW TYPE 22 23 1/4" = 1'-0"GLAZING LEGEND 1/4" = 1'-0"GLAZING SHEET NOTES 1/4" = 1'-0"GLAZING GENERAL NOTES 1/4" = 1'-0"WINDOW TYPE 20 11 1/4" = 1'-0"WINDOW TYPE 21 17 1/4" = 1'-0"WINDOW TYPE 24 35 1/4" = 1'-0"WINDOW TYPE 23 29 #18 & #19 NOT USED 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID LEVEL 1 0' - 0" T.O. LOW PARAPET 16' - 8" 12' - 0" 4' - 8" EQ EQ EQ EQ EQ EQ EQ EQ EQ GL-10 TYPE 27 GL-13 ROLLER SHADE MECHOSYSTEMS; MOUNTED ON INTERIOR FACE OF MULLION SIM08 A4.10 10 A4.10 TYP. 27 A4.10 SIM LEVEL 1 0' - 0" T.O. LOW PARAPET 16' - 8" 4' - 3 1/8" 4' - 3 1/8" 4' - 3 1/8" 4' - 3 1/8" 4' - 3 1/8" TYPE 26 GL-10 4' - 8" 12' - 0" GL-13 ROLLER SHADE MECHOSYSTEMS; MOUNTED ON INTERIOR FACE OF MULLION 27 A4.10 SIM SIM08 A4.10 10 A4.10 TYP. LEVEL 1 0' - 0" T.O. LOW PARAPET 16' - 8" TYPE 25 GL-11 GL-10 4' - 8" 4' - 0" 8' - 0" 6' - 6 1/2" GL-13 SIM08 A4.10 04 A4.10 TYP. 27 A4.10 SIM LEVEL 1 0' - 0" 2' - 10 7/8"2' - 10 1/2"2' - 10 1/2"2' - 10 1/2"2' - 10 1/2"2' - 10 5/8"2' - 10 1/2"2' - 10 3/8"3' - 0 3/4"3' - 1 3/4"3' - 1 1/4"3' - 1 1/4"2' - 10 5/8"2' - 10 5/8" 10' - 10 1/4" 9' - 1 3/4" GL-10GL-10 TYPE 31 GL-13 26 A4.10 SIM 27 A4.10 SIM 06 A4.10 TYP.27 A4.10 SIM LEVEL 1 0' - 0" T.O. LOW PARAPET 16' - 8" 12' - 0" 4' - 8" 2' - 11" 6' - 3 1/2" 2' - 8 3/4" GL-10 GL-13 GL-11 GL-13 GL-10 TYPE 30 11 A4.10 TYP. 27 A4.10 SIM 26 A4.10 SIM LEVEL 1 0' - 0" 2' - 2" 9' - 10" 6' - 0" GL-10 GL-13 TYPE 29 ROLLER SHADE MECHOSYSTEMS; MOUNTED ON INTERIOR FACE OF MULLION 20 A4.10 SIM 04 A4.10 TYP. 27 A4.10 SIM LEVEL 1 0' - 0" 1' - 10" 8' - 0" 6' - 6 1/2" TYPE 28 GL-10 GL-11 04 A4.10 TYP. 20 A4.10 SIM 13 A5.40 TYP. T.O. LOW PARAPET 16' - 8" TYPE 33 GL-12 5' - 3 1/2" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 4' - 7 5/8" 4' - 0" 21 A3.30 SIM 19 A3.30 SIM HIGH ROOF 22' - 0" T.O. LOW PARAPET 16' - 8" 5' - 6" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 5 3/4" 5' - 4 7/8" GL-12 C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:59:49 AM 1/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 WINDOW SCHEDULE A5.16 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"WINDOW TYPE 27 19 1/4" = 1'-0"WINDOW TYPE 26 07 1/4" = 1'-0"WINDOW TYPE 25 01 1/4" = 1'-0"WINDOW TYPE 31 02 1/4" = 1'-0"WINDOW TYPE 30 03 1/4" = 1'-0"WINDOW TYPE 29 37 1/4" = 1'-0"WINDOW TYPE 28 31 1/4" = 1'-0"WINDOW TYPE 33 09 1/4" = 1'-0"WINDOW TYPE 35 08 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID LEVEL 1 0' - 0" 3' - 0" 6' - 0" GL-10 TYPE 50 31 A4.22 TYP. 13 A4.22 TYP. 19 A4.22 TYP. LEVEL 1 0' - 0" 9' - 0" 3' - 0" GL-10 TYPE 51 31 A4.22 TYP. 13 A4.22 TYP. 25 A4.22 TYP. LEVEL 1 0' - 0" 3' - 0" 5' - 1 1/2" 1' - 8 1/2" 3' - 0" 3' - 0" TYPE 52 GL-10GL-10 SLIDING WINDOW GL-11 31 A4.22 TYP. 13 A4.22 TYP. 25 A4.22 TYP. LEVEL 1 0' - 0" TYPE 53 8' - 1 1/4" 1' - 8 3/4" 1' - 2 7/8"DOOR SCHED.4' - 0 1/2"3' - 11 1/4"3' - 11 1/4"3' - 11 1/4"3' - 6 3/4" GL-10 GL-11 GL-10 GL-10 31 A4.22 TYP. 13 A4.22 TYP. 25 A4.22 TYP. LEVEL 1 0' - 0" 3' - 0" 5' - 2 1/2" 3' - 0" GL-10 TYPE 54 13 A4.22 TYP. 31 A4.22 TYP. 19 A4.22 TYP. LEVEL 1 0' - 0" TYPE 55 GL-10 1' - 10" 8' - 0" 3' - 4"3' - 4"DOOR SCHED.3' - 4" 31 A4.22 TYP. 13 A4.22 TYP. 25 A4.22 TYP. GL-10 GL-11 LEVEL 1 0' - 0" TYPE 56 GL-10 GL-11 DOOR SCHED. DOOR SCHED. 9' - 10" 31 A4.22 TYP. 13 A4.22 TYP. LEVEL 1 0' - 0" 9' - 10" 6' - 0" GL-10 TYPE 57 31 A4.22 TYP. 13 A4.22 TYP. 25 A4.22 TYP. LEVEL 1 0' - 0" GL-11 31 A4.22 TYP. 13 A4.22 TYP. 25 A4.22 TYP. LEVEL 1 0' - 0" 4' - 2" 4' - 2" 4' - 2" 4' - 2" 4' - 2" 4' - 2" 6' - 0" 3' - 2" GL-10 TYPE 59 31 A4.22 TYP. 13 A4.22 TYP. 19 A4.22 TYP. C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:59:53 AM 1/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 INTERIOR WINDOW SCHEDULE A5.17 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"WINDOW TYPE 50 01 1/4" = 1'-0"WINDOW TYPE 51 07 1/4" = 1'-0"WINDOW TYPE 52 13 1/4" = 1'-0"WINDOW TYPE 53 19 1/4" = 1'-0"WINDOW TYPE 54 25 1/4" = 1'-0"WINDOW TYPE 55 31 1/4" = 1'-0"WINDOW TYPE 56 02 1/4" = 1'-0"WINDOW TYPE 57 08 1/4" = 1'-0"WINDOW TYPE 58 14 1/4" = 1'-0"WINDOW TYPE 59 20 4 11.16.2016 ISSUE FOR BID D1 SINGLE FLUSH DOOR D2 DOUBLE FLUSH DOOR D3 SINGLE STOREFRONT ENTRY D4 DOUBLE STOREFRONT ENTRY CORRIDOR WIDTH CORRIDOR HEIGHT WIDTH HEIGHT HEIGHT WIDTH D5 OVERHEAD COILING FIRE DOOR W/ EGRESS DOORS CORRIDOR HEIGHT CORRIDOR WIDTH D6 OVERHEAD COILING FIRE DOOR D7 DUTCH DOOR 6' - 8"5' - 8"5' - 4"5' - 0" F1 SINGLE DOOR FRAME F2 SINGLE DOOR FRAME AND TRANSOM F3 SINGLE DOOR FRAME TRANSOM AND SIDELITE F4 SINGLE DOOR FRAME TRANSOM AND SIDELITE F5 SINGLE DOOR FRAME TRANSOM AND SIDELITE F6 SINGLE DOOR FRAME TRANSOM AND SIDELITE F7 DOUBLE DOOR FRAME WIDTH WIDTH WIDTHWIDTH F8 DOUBLE DOOR FRAME WIDTHWIDTHWIDTHWIDTH HEIGHT 9' - 10" HEIGHT 9' - 10" HEIGHT 9' - 10" HEIGHT 9' - 10" HEIGHT 9' - 10" HEIGHT 9' - 10" HEIGHT HEIGHT C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 1:59:58 AM 1/2" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 DOOR SCHEDULE & LEGEND - LEVEL 1 AREA A & B A5.20 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL DOOR SCHEDULE LEVEL 1 AREA A DOOR NO. ROOM NAME DOOR FRAME FIRE RATING HDW SET NO.Comments SIZE TYPE MATERIAL FINISH MATERIAL TYPE FINIS H DETAILS W H THK HEAD JAMB SILL 1000.1 SECRETARY/ RECEPTION 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1000.2 SECRETARY/ RECEPTION 3' - 0" 8' - 0" 1 3/4" D3 ALUM - ALUM N/A <By Catego ry> Smoke 1000.3 CORRIDOR 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F2 PT-3 - 1000.4 CORRIDOR 3' - 0" 8' - 0" 1 3/4" D3 ALUM MT-10 ALUM N/A MT-10 Smoke 1001 ATTENDANCE 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1002 SECURITY 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1003 PARENT WR 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1003A RR 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1004 SECRETARY OFFICE 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1005 PRINCIPAL 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1006 OFFICE 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1007 CONFERENCE 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1008 CONFERENCE 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1009 AP 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1011 AP 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1012 AMDIN FILE 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1013.1 TEACHERS LOUNGE 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1013.2 TEACHERS LOUNGE 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1013A LOUNGE STORAGE 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1014 ADMIN STORAGE 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1016 AP 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1017 AP 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1020 REGISTRAR 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1021 SPC ED CLERK 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1022 ESL CLERK 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F1 PT-3 - 1023 RR 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-5 HM F1 PT-1 - 1024 RR 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-5 HM F1 PT-1 - 1030.1 MAIN ENTRY 6' - 0" 9' - 0" 1 3/4" D4 ALUM MT-10 ALUM N/A MT-10 1030.2 MAIN ENTRY 6' - 0" 9' - 0" 1 3/4" D4 ALUM MT-10 ALUM N/A MT-10 1030.3 MAIN ENTRY 6' - 0" 9' - 0" 1 3/4" D4 ALUM MT-10 ALUM N/A MT-10 1030.4 MAIN ENTRY 6' - 0" 9' - 0" 1 3/4" D4 ALUM MT-10 ALUM N/A MT-10 1040.1 CORRIDOR 6' - 0" 9' - 0" 1 3/4" D4 ALUM MT-10 ALUM N/A MT-10 1040.2 CORRIDOR 6' - 0" 9' - 0" 1 3/4" D4 ALUM MT-10 ALUM N/A MT-10 1216 BOOK RM 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM F2 PT-3 - 1510A.3 3' - 0" 8' - 0" 1 3/4" 2 HM PLAM-1 P-2 - 1/2" = 1'-0"DOOR TYPE LEGEND DOOR SCHEDULE LEVEL 1 AREA B DOOR NO. ROOM NAME DOOR FRAME FIRE RATING HDW SET NO.Comments SIZE TYPE MATERIAL FINISH TYPE MATERIA L FINIS H DETAILS W H THK HEAD JAMB SILL 1640.1 KEYBOARDING 3' - 0" 8' - 0" 1 3/4" SC/WD PL-6 F2 HM PT-10 15/A5.21 14/A5.21 14A5.21 - 1640.2 KEYBOARDING 3' - 0" 8' - 0" 1 3/4" SC/WD PL-2 F2 HM ANOD 15/A5.21 14/A5.21 14A5.21 - 1640A KEYBOARD STOR 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 - 1650A.1 SCIENCE PREP 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 45 Min 1650A.2 SCIENCE PREP 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 45 Min 1655.2 SCIENCE LAB 3' - 0" 8' - 0" 1 3/4" D1 SC/WD - ALUM - - CARD READER 1820A.1 SCIENCE PREP 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 45 Min 1850A.1 SCIENCE PREP 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 45 Min DOOR SCHEDULE LEVEL 1 AREA B DOOR NO. ROOM NAME DOOR FRAME FIRE RATING HDW SET NO.Comments SIZE TYPE MATERIAL FINISH TYPE MATERIA L FINIS H DETAILS W H THK HEAD JAMB SILL 1604 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-6 F2 HM PT-10 15/A5.21 14/A5.21 14A5.21 - 1605 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-6 F2 HM PT-10 15/A5.21 14/A5.21 14A5.21 - 1606 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-6 F2 HM PT-10 15/A5.21 14/A5.21 14A5.21 - 1607 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-6 F2 HM PT-10 15/A5.21 14/A5.21 14A5.21 - 1608 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-6 F2 HM PT-10 15/A5.21 14/A5.21 14A5.21 - 1609 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-6 F2 HM PT-10 15/A5.21 14/A5.21 14A5.21 - 1610.1 ART STUDIO 3' - 0" 8' - 0" 1 3/4" SC/WD PL-6 F2 HM PT-10 15/A5.21 14/A5.21 14A5.21 - 1610.2 ART STUDIO 3' - 0" 8' - 0" 1 3/4" ALUM PL-6 ALUM - Smoke CARD READER 1610A ART STOR 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 - 1620.1 SCIENCE LAB 3' - 0" 8' - 0" 1 3/4" SC/WD PL-1 F2 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1620.2 SCIENCE LAB 3' - 0" 9' - 0" 1 3/4" ALUM - ALUM - Smoke CARD READER 1620A.1 SCIENCE PREP 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 45 Min 1620A.2 SCIENCE PREP 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 45 Min 1625.1 SCIENCE LAB 3' - 0" 8' - 0" 1 3/4" SC/WD PL-1 F2 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1625.2 SCIENCE LAB 3' - 0" 8' - 0" 1 3/4" ALUM - ALUM - Smoke CARD READER 1630C MECH 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 1630F IDF 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 1631 TEACHER WR 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-6 F2 ALUM PT-10 15/A5.21 14/A5.21 14A5.21 - CARD READER 1631A TEACHER RR 3' - 0" 8' - 0" 1 3/4" HM PL-1 HM PT-3 - 1632 TEACHER STOR 2' - 9" 8' - 0" 1 3/4" D1 SC/WD PL-1 F2 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1633 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-6 F2 HM PT-10 15/A5.21 14/A5.21 14A5.21 - 1634 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-6 F2 HM PT-10 15/A5.21 14/A5.21 14A5.21 - 1635 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-6 F2 HM PT-10 15/A5.21 14/A5.21 14A5.21 - 1636 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-6 F2 HM PT-10 15/A5.21 14/A5.21 14A5.21 - 1637 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-6 F2 HM PT-10 15/A5.21 14/A5.21 14A5.21 - 1638 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-6 F2 HM PT-10 15/A5.21 14/A5.21 14A5.21 - 1639 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-6 F2 HM PT-10 15/A5.21 14/A5.21 14A5.21 - DOOR SCHEDULE LEVEL 1 AREA B DOOR NO. ROOM NAME DOOR FRAME FIRE RATING HDW SET NO.Comments SIZE TYPE MATERIAL FINISH TYPE MATERIA L FINIS H DETAILS W H THK HEAD JAMB SILL 1100 CLINIC 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F1 HM PT-3 - 1600.2 CORRIDOR 6' - 0" 8' - 0" 1 3/4" D4 ALUM - ALUM - 1600.3 CORRIDOR 6' - 0" 8' - 0" 1 3/4" D4 ALUM - ALUM - 1600.5 CORRIDOR 3' - 2" 8' - 0" 1 3/4" ALUM - HM - Smoke 1600B JAN 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 1600C MECH 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 1600D.1 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-6 HM PT-10 - 1600D.2 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-6 HM PT-10 - 1600D.3 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-6 HM PT-10 - 1600D.4 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-6 HM PT-10 - 1600E.1 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-6 HM PT-10 - 1600E.2 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-6 HM PT-10 - 1600E.3 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-6 HM PT-10 - 1600E.4 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-6 F8 HM PT-10 - 1600F IDF 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 F2 HM PT-3 - 1601 TEACHER WR 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-6 F2 HM PT-10 15/A5.21 14/A5.21 14A5.21 - CARD READER 1601A TEACHER RR 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 1602 TEACHER STOR 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-6 F2 HM PT-10 15/A5.21 14/A5.21 14A5.21 - 1603 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-6 F2 HM PT-10 15/A5.21 14/A5.21 14A5.21 - 1/2" = 1'-0"FRAME TYPE LEGEND - 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID D1 SINGLE FLUSH DOOR D2 DOUBLE FLUSH DOOR D3 SINGLE STOREFRONT ENTRY D4 DOUBLE STOREFRONT ENTRY CORRIDOR WIDTH CORRIDOR HEIGHT WIDTH HEIGHT HEIGHT WIDTH D5 OVERHEAD COILING FIRE DOOR W/ EGRESS DOORS CORRIDOR HEIGHT CORRIDOR WIDTH D6 OVERHEAD COILING FIRE DOOR D7 DUTCH DOOR C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:00:02 AM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 DOOR SCHEDULE & LEGEND - LEVEL 1 AREA C A5.21 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL DOOR SCHEDULE LEVEL 1 AREA C DOOR NO. ROOM NAME DOOR FRAME FIRE RATING HDW SET NO.Comments SIZE TYPE MATERIAL FINISH TYPE MATERIA L FINIS H DETAILS W H THK HEAD JAMB SILL 1705 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-7 F2 HM PT-11 15/A5.21 14/A5.21 14A5.21 - 1706 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-7 F2 HM PT-11 15/A5.21 14/A5.21 14A5.21 - 1707 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-7 F2 HM PT-11 15/A5.21 14/A5.21 14A5.21 - 1708 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-7 F2 HM PT-11 15/A5.21 14/A5.21 14A5.21 - 1709 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-7 F2 HM PT-11 15/A5.21 14/A5.21 14A5.21 - 1710.1 ART STUDIO 3' - 0" 8' - 0" 1 3/4" SC/WD PL-7 F2 HM PT-11 15/A5.21 14/A5.21 14A5.21 - CARD READER 1710.2 ART STUDIO 3' - 0" 9' - 0" 1 3/4" D1 SC/WD - ALUM - - 1710A ART STOR 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 - 1720 SCIENCE LAB 3' - 0" 8' - 0" 1 3/4" SC/WD PL-1 F2 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1720.2 SCIENCE LAB 3' - 0" 9' - 0" 1 3/4" D1 SC/WD - ALUM - - CARD READER 1720A.1 SCIENCE PREP 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 45 Min 1720A.2 SCIENCE PREP 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 45 Min 1725.1 SCIENCE LAB 3' - 0" 8' - 0" 1 3/4" SC/WD PL-1 F2 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1725.2 SCIENCE LAB 3' - 0" 9' - 0" 1 3/4" D1 SC/WD - ALUM - - CARD READER 1730C MECH 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 - 1730D.1 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" D2 HM PL-7 HM PT-11 - 1730D.2 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" D2 HM PL-7 HM PT-11 - 1730D.3 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" D2 HM PL-7 HM PT-11 - 1730E.1 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" D2 HM PL-7 HM PT-11 - 1730E.2 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" D2 HM PL-7 HM PT-11 - 1730E.3 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" D2 HM PL-7 HM PT-11 - 1730E.4 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" D2 HM PL-7 HM PT-11 - 1730F IDF 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - CARD READER 1731 TEACHER WR 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-7 F2 ALUM PT-11 15/A5.21 14/A5.21 14A5.21 - CARD READER 1731A TEACHER RR 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 1732 SKILLS SPCT 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-7 F2 HM PT-11 15/A5.21 14/A5.21 14A5.21 - 1733 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-7 F2 HM PT-11 15/A5.21 14/A5.21 14A5.21 - 1734 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-7 F2 HM PT-11 15/A5.21 14/A5.21 14A5.21 - 1735 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-7 F2 HM PT-11 15/A5.21 14/A5.21 14A5.21 - 1736 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-7 F2 HM PT-11 15/A5.21 14/A5.21 14A5.21 - 1737 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-7 F2 HM PT-11 15/A5.21 14/A5.21 14A5.21 - 1738 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-7 F2 HM PT-11 15/A5.21 14/A5.21 14A5.21 - 1739 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-7 F2 HM PT-11 15/A5.21 14/A5.21 14A5.21 - 1740.1 KEYBOARDING 3' - 0" 8' - 0" 1 3/4" SC/WD PL-7 F2 HM PT-11 15/A5.21 14/A5.21 14A5.21 - 1740.2 KEYBOARDING 3' - 0" 8' - 0" 1 3/4" SC/WD PL-7 F2 HM PT-11 15/A5.21 14/A5.21 14A5.21 - 1750.1 SCIENCE LAB 3' - 0" 8' - 0" 1 3/4" SC/WD PL-1 F2 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1750.2 SCIENCE LAB 3' - 0" 9' - 0" 1 3/4" D1 SC/WD - ALUM - - CARD READER 1750A.1 SCIENCE PREP 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 45 Min 1750A.2 SCIENCE PREP 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 45 Min 1755.1 SCIENCE LAB 3' - 0" 8' - 0" 1 3/4" SC/WD PL-1 F2 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1755.2 SCIENCE LAB 3' - 0" 9' - 0" 1 3/4" D1 SC/WD - ALUM - - CARD READER DOOR SCHEDULE LEVEL 1 AREA C DOOR NO. ROOM NAME DOOR FRAME FIRE RATING HDW SET NO.Comments SIZE TYPE MATERIAL FINISH TYPE MATERIA L FINIS H DETAILS W H THK HEAD JAMB SILL 1203.1 STRUCTURED LEARNING CENTER 3' - 0" 8' - 0" 1 3/4" SC/WD PL-2 F6 HM ANOD 15/A5.21 14/A5.21 14A5.21 - 1204 RESOURCE ROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-2 F6 HM ANOD 15/A5.21 14/A5.21 14A5.21 - 1205.1 STRUCTURED LEARNING CENTER 3' - 0" 8' - 0" 1 3/4" SC/WD PL-2 F6 HM ANOD 15/A5.21 14/A5.21 14A5.21 - 1206 ADAPTIVE BEHAVIOR 3' - 0" 8' - 0" 1 3/4" SC/WD PL-2 F6 HM ANOD 15/A5.21 14/A5.21 14A5.21 - 1211 RTI CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-1 F6 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1212 RTI CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-1 F6 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1213 RTI CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-1 F6 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1214 DYSLEXIA 3' - 0" 8' - 0" 1 3/4" SC/WD PL-1 F6 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1215 SAC 3' - 0" 8' - 0" 1 3/4" SC/WD PL-1 F6 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1630D.1 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-6 HM PT-10 - 1630D.2 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-6 HM PT-10 - 1630D.3 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-6 HM PT-10 - 1630D.4 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-6 HM PT-10 - 1640B KEYBOARDING STOR 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 - 1650.1 SCIENCE LAB 3' - 0" 8' - 0" 1 3/4" SC/WD PL-6 F2 HM PT-10 15/A5.21 14/A5.21 14A5.21 - 1650.2 SCIENCE LAB 3' - 0" 8' - 0" 1 3/4" ALUM - ALUM - Smoke CARD READER 1650E.1 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-6 HM PT-10 - 1650E.2 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-6 HM PT-10 - 1650E.3 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-6 HM PT-10 - 1650E.4 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-6 HM PT-10 - 1655.1 SCIENCE LAB 3' - 0" 8' - 0" 1 3/4" SC/WD PL-6 F2 HM PT-10 15/A5.21 14/A5.21 14A5.21 - 1700.2 CORRIDOR 6' - 0" 9' - 0" 1 3/4" D4 ALUM - ALUM - 1700.3 CORRIDOR 6' - 0" 8' - 0" 1 3/4" D4 ALUM - ALUM - 1700.4 3' - 2" 8' - 0" 1 3/4" ALUM - ALUM - Smoke 1700.5 3' - 2" 8' - 0" 1 3/4" ALUM - ALUM - Smoke 1700B JAN 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 - 1700C MECH 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 - 1700D.1 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-7 HM PT-11 - 1700D.2 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-7 HM PT-11 - 1700D.3 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-7 HM PT-11 - 1700D.4 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-7 HM PT-11 - 1700E.1 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-7 HM PT-11 - 1700E.2 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-7 HM PT-11 - 1700E.3 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-7 HM PT-11 - 1700E.4 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-7 HM PT-11 - 1700F IDF 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 1701 TEACHER WR 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-7 F2 HM PT-11 15/A5.21 14/A5.21 14A5.21 - CARD READER 1701A TEACHER RR 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 1702 TEACHER STOR 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-7 F2 HM PT-11 15/A5.21 14/A5.21 14A5.21 - CARD READER 1704 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-7 F2 HM PT-11 15/A5.21 14/A5.21 14A5.21 - 1/2" = 1'-0"DOOR TYPE LEGEND 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID D1 SINGLE FLUSH DOOR D2 DOUBLE FLUSH DOOR D3 SINGLE STOREFRONT ENTRY D4 DOUBLE STOREFRONT ENTRY CORRIDOR WIDTH CORRIDOR HEIGHT WIDTH HEIGHT HEIGHT WIDTH D5 OVERHEAD COILING FIRE DOOR W/ EGRESS DOORS CORRIDOR HEIGHT CORRIDOR WIDTH D6 OVERHEAD COILING FIRE DOOR D7 DUTCH DOOR C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:00:05 AM 1/2" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 DOOR SCHEDULE & LEGEND - LEVEL 1 AREA D A5.22 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL DOOR SCHEDULE LEVEL 1 AREA D DOOR NO. ROOM NAME DOOR FRAME FIRE RATING HDW SET NO.Comments SIZE TYPE MATERIAL FINISH TYPE MATERIAL FINIS H DETAILS W H THK HEAD JAMB SILL 1100A CLINIC RR 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 F2 HM PT-3 - 1100B ISOLATION 3' - 0" 8' - 0" 1 3/4" SC/WD PL-1 HM PT-3 - 1100C NURSE'S OFFICE 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 F2 HM PT-3 - 1100D NURSE'S STOR 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F1 HM PT-3 - 1110 COUNS/DIAG WAIT 3' - 0" 8' - 0" 1 3/4" ALUM - HM - Smoke 1110A IDF 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F1 HM PT-3 - CARD READER 1111 DIAG 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F1 HM PT-3 - 1112 DIAG 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F1 HM PT-3 - 1113 SPEECH 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F1 HM PT-3 - 1114 COUNS 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F1 HM PT-3 - 1115 COUNS 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F1 HM PT-3 - 1116 COUNS 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F1 HM PT-3 - 1117 COUNS 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F1 HM PT-3 - 1118 COUNS STOR 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F1 HM PT-3 - 1119 COUNS 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F1 HM PT-3 - 1120.1 TESTING COORD 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F1 HM PT-3 - CARD READER 1120.2 TESTING COORD 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F1 HM PT-3 - CARD READER, DUTCH DOOR WTIH 24"X8"X1" LEDGE ON INTERIOR 1121 COUNS 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F1 HM PT-3 - 1200.3 CORRIDOR 6' - 0" 9' - 0" 1 3/4" D4 ALUM - ALUM - 1201.1 LIBRARY 5' - 7" 8' - 0" 1 3/4" D4 ALUM - ALUM - 1201.2 LIBRARY 5' - 7" 8' - 0" 1 3/4" D4 ALUM - ALUM - 1201.3 LIBRARY 6' - 0" 8' - 0" 1 3/4" D4 ALUM - ALUM - 1201C LIBRARY STORAGE 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-2 HM P-2 - 1202 SP. ED. COUNS. 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-2 F2 HM ANOD - 1203.2 STRUCTURED LEARNING CENTER 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-2 F1 HM ANOD - 1203A STRUCTURED LC LAUNDRY 3' - 0" 8' - 0" 1 3/4" 2 HM PL-2 F1 HM P-2 - 1203B STRUCTURED LC RR 3' - 0" 8' - 0" 1 3/4" 2 HM PL-2 HM P-2 - 1205.2 STRUCTURED LEARNING CENTER 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-2 F1 HM ANOD - 1207 RTI OFFICE 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F2 HM PT-3 - 1208 RTI OFFICE 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F2 HM PT-3 - 1209 SMALL CONF 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F2 HM PT-3 - 1210.1 COMPUTER LAB 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F2 HM PT-3 - 1210.2 COMPUTER LAB 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F2 HM PT-3 - 1500.6 11' - 0" 9' - 10" 1 3/4" D6 STL 90 Min OH DOOR 3192 CORRIDOR 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 ALUM PT-3 - 1/2" = 1'-0"DOOR TYPE LEGEND 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID D1 SINGLE FLUSH DOOR D2 DOUBLE FLUSH DOOR D3 SINGLE STOREFRONT ENTRY D4 DOUBLE STOREFRONT ENTRY CORRIDOR WIDTH CORRIDOR HEIGHT WIDTH HEIGHT HEIGHT WIDTH D5 OVERHEAD COILING FIRE DOOR W/ EGRESS DOORS CORRIDOR HEIGHT CORRIDOR WIDTH D6 OVERHEAD COILING FIRE DOOR D7 DUTCH DOOR C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:00:10 AM 1/2" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 DOOR SCHEDULE & LEGEND - LEVEL 1 AREA E & F A5.23 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL DOOR SCHEDULE LEVEL 1 AREA E DOOR NO. ROOM NAME DOOR FRAME FIRE RATING HDW SET NO.Comments SIZE TYPE MATERIAL FINISH TYPE MATERIAL FINIS H DETAILS W H THK HEAD JAMB SILL 1100F STAGE STORAGE 4' - 0" 8' - 0" 1 3/4" HM PL-5 PT-1 - 1100H JANITOR 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-2 P-2 - 1230.1 TEACHING THEATER 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F2 HM PT-3 - 1230.2 TEACHING THEATER 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F2 HM PT-3 - 1400.5 CAFETERIA 6' - 0" 8' - 0" 1 3/4" D4 ALUM - - 1400.6 CAFETERIA 6' - 0" 8' - 0" 1 3/4" D4 ALUM - - 1420.1 SERVING 3' - 0" 8' - 0" 1 3/4" 2 HM PL-2 ALUM P-2 - 1420.2 SERVING 3' - 0" 8' - 0" 1 3/4" D3 ALUM - - Smoke 1420.3 SERVING 6' - 0" 8' - 0" 1 3/4" D4 ALUM - - 1420.4 SERVING 6' - 0" 8' - 0" 1 3/4" D4 ALUM - - 1420.5 SERVING 6' - 0" 8' - 0" 1 3/4" D4 ALUM - - 1420.6 SERVING 3' - 0" 8' - 0" 1 3/4" D3 ALUM - - Smoke 1430 PREP 4' - 0" 8' - 0" 1 3/4" HM PL-2 HM P-2 - 1431 OFFICE 3' - 0" 8' - 0" 1 3/4" 2 HM PL-2 P-2 - 1432 LOCKER 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-2 HM P-2 - 1433 FOOD RR 3' - 0" 8' - 0" 1 3/4" 2 HM PL-2 HM P-2 - 1434 JANITOR 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-2 HM P-2 - 1435 DRY STORAGE 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-2 HM P-2 - 1440A MECH 6' - 0" 8' - 0" 1 3/4" SC/WD PLAM-1 HM P-2 - 1440B IDF 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-2 P-2 - 1501 DRESSING 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-1 PT-3 - 1510.1 DRAMA 6' - 0" 8' - 0" 1 3/4" D2 HM PL-1 HM PT-3 - 1510.2 DRAMA 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 - 1511 DRAMA OFFICE 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F6 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1520.1 CHORAL ROOM 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F6 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1520.2 CHORAL ROOM 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F6 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1520A C-PRAC 3' - 0" 8' - 0" 1 3/4" 2 HM PL-5 HM PT-1 - 1520B C-PRAC 3' - 0" 8' - 0" 1 3/4" 2 HM PL-5 HM PT-1 - 1520C C-PRAC 3' - 0" 8' - 0" 1 3/4" 2 HM PL-5 HM PT-1 - 1521 BAND HALL 2 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F2 ALUM PT-3 15/A5.21 14/A5.21 14A5.21 - CARD READER 1521A MUSIC LIB 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-5 HM PT-1 - 1522 UNIFORM STOR 3' - 0" 8' - 0" 1 3/4" 2 HM PL-5 HM PT-1 - 1523 EQUIPMENT STOR 3' - 0" 8' - 0" 1 3/4" 2 HM PL-5 HM PT-1 - 1530.1 ENSEMBLE 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-1 F6 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1530.2 ENSEMBLE 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F6 ALUM PT-3 15/A5.21 14/A5.21 14A5.21 - CARD READER 1535.1 BOILER 4' - 0" 8' - 0" 1 3/4" HM PLAM-1 HM P-2 - 1540.1 BAND HALL 2 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F2 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1540.2 BAND HALL 2 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F2 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1540A B-PRAC 3' - 0" 8' - 0" 1 3/4" 2 HM PL-5 HM PT-1 - 1540B B-PRAC 3' - 0" 8' - 0" 1 3/4" 2 HM PL-5 HM PT-1 - 1540C B-PRAC 3' - 0" 8' - 0" 1 3/4" 2 HM PL-5 HM PT-1 - 1540D B-PRAC 3' - 0" 8' - 0" 1 3/4" 2 HM PL-5 HM PT-1 - 1540E B-PRAC 3' - 0" 8' - 0" 1 3/4" 2 HM PL-5 HM PT-1 - 1550.1 BAND HALL 2 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F2 HM PT-3 15/A5.21 14/A5.21 14A5.21 - CARD READER 1550.2 BAND HALL 2 3' - 0" 8' - 0" 1 3/4" ALUM - - Smoke 1551 MUSIC OFFICE 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-1 F6 ALUM PT-3 15/A5.21 14/A5.21 14A5.21 - 1551A MUSIC LIB 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-5 HM PT-1 - 1552 EQUIP STOR 3' - 0" 8' - 0" 1 3/4" 2 HM PL-5 HM PT-1 - 1553.1 UNIFORM STOR 3' - 0" 8' - 0" 1 3/4" 2 HM PL-5 HM PT-1 - 1553.2 UNIFORM STORAGE 3' - 0" 8' - 0" 1 3/4" 2 HM PL-5 HM PT-1 - 1553.54 DRAMA 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F2 ALUM PT-3 15/A5.21 14/A5.21 14A5.21 - CARD READER 1554.1 INSTRUMENT STORAGE 3' - 0" 8' - 0" 1 3/4" 2 HM PL-5 HM PT-1 - 1554.2 INSTRUMENT STORAGE 3' - 0" 8' - 0" 1 3/4" 2 HM PL-5 HM PT-1 - 1/2" = 1'-0"DOOR TYPE LEGEND DOOR SCHEDULE LEVEL 1 AREA F DOOR NO. ROOM NAME DOOR FRAME FIRE RATING HDW SET NO.Comments SIZE TYPE MATERIAL FINISH TYPE MATERIA L FINIS H DETAILS W H THK HEAD JAMB SILL 1400.1 CAFETERIA ENTRY 6' - 0" 8' - 0" 1 3/4" D4 ALUM - ALUM - 1400.2 CAFETERIA ENTRY 6' - 0" 8' - 0" 1 3/4" D4 ALUM - ALUM - 1400.3 CAFETERIA VESTIBULE 6' - 0" 9' - 0" 1 3/4" D4 ALUM - ALUM - 1400.4 CAFETERIA VESTIBULE 6' - 0" 9' - 0" 1 3/4" D4 ALUM - ALUM - 1800.1 CORRIDOR 11' - 0" 9' - 10" 1 3/4" D6 STL 90 Min 1800.2 CORRIDOR 6' - 0" 9' - 0" 1 3/4" D4 ALUM - ALUM - 1800.3 CORRIDOR 3' - 2" 8' - 0" 1 3/4" ALUM - - Smoke 1800.4 CORRIDOR 3' - 2" 8' - 0" 1 3/4" ALUM - - Smoke 1800B JAN 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 1800C MECH 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 1800D.1 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-8 HM PT-12 - 1800D.2 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-8 HM PT-12 - 1800D.3 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-8 HM PT-12 - 1800D.4 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-8 HM PT-12 - 1800E.1 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-8 HM PT-12 - 1800E.2 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-8 HM PT-12 - 1800E.3 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-8 HM PT-12 - 1800E.4 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-8 HM PT-12 - 1800F IDF 3' - 0" 8' - 0" 1 3/4" 2 HM PLAM-1 HM P-2 - 1801 TEACHER WR 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - CARD READER 1801A TEACHER RR 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 1802 TEACHER STOR 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - 1803 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - 1804 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - 1805 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - 1806 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - 1807 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - 1808 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - 1809.1 HEALTH 3' - 0" 8' - 0" 1 3/4" D1 SC/WD - HM - 90 Min 1809.2 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - 1810.1 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - 1810.2 ART STUDIO 3' - 0" 9' - 0" 1 3/4" D1 SC/WD - ALUM - - CARD READER 1810A ART STOR 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 - 1820.1 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-1 F2 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1820.2 SCIENCE LAB 3' - 0" 9' - 0" 1 3/4" D1 SC/WD - ALUM - - CARD READER 1820A.2 SCIENCE PREP 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 45 Min 1825.1 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-1 F2 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1825.2 SCIENCE LAB 3' - 0" 9' - 0" 1 3/4" D1 SC/WD - ALUM - - CARD READER 1830 CORRIDOR 6' - 0" 9' - 0" 1 3/4" D4 ALUM - ALUM - 1830C MECH 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 1830D.1 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-8 HM PT-12 - 1830D.2 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-8 HM PT-12 - 1830D.3 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-8 HM PT-12 - 1830D.4 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-8 HM PT-12 - 1830E.1 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-8 HM PT-12 - 1830E.2 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-8 HM PT-12 - 1830E.3 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-8 HM PT-12 - 1830E.4 NEIGH. STOR 6' - 0" 8' - 0" 1 3/4" 5 SC/WD PL-8 HM PT-12 - 1830F IDF 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - CARD READER 1831 TEACHER WR 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - CARD READER 1831A TEACHER RR 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 1832 TEACHER STOR 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - 1833 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - 1834 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - 1835 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - 1836 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - 1837 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - 1838 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - 1839 CLASSROOM 3' - 0" 8' - 0" 1 3/4" SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - 1840.1 COMPUTER LAB 3' - 0" 8' - 0" 1 3/4" SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - 1840.2 COMPUTER LAB 3' - 0" 8' - 0" 1 3/4" SC/WD PL-8 F2 HM PT-12 15/A5.21 14/A5.21 14A5.21 - 1840A COMPUTER LAB STOR 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 - 1850.1 SCIENCE LAB 3' - 0" 8' - 0" 1 3/4" SC/WD PL-1 F2 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1850.2 SCIENCE LAB 3' - 0" 9' - 0" 1 3/4" D1 SC/WD - ALUM - - CARD READER 1850A.2 SCIENCE PREP 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 45 Min 1855.1 SCIENCE LAB 3' - 0" 8' - 0" 1 3/4" SC/WD PL-1 F2 HM PT-3 15/A5.21 14/A5.21 14A5.21 - 1855.2 SCIENCE LAB 3' - 0" 9' - 0" 1 3/4" D1 SC/WD - ALUM - - CARD READER 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID D1 SINGLE FLUSH DOOR D2 DOUBLE FLUSH DOOR D3 SINGLE STOREFRONT ENTRY D4 DOUBLE STOREFRONT ENTRY CORRIDOR WIDTH CORRIDOR HEIGHT WIDTH HEIGHT HEIGHT WIDTH D5 OVERHEAD COILING FIRE DOOR W/ EGRESS DOORS CORRIDOR HEIGHT CORRIDOR WIDTH D6 OVERHEAD COILING FIRE DOOR D7 DUTCH DOOR C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:00:14 AM 1/2" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 DOOR SCHEDULE & LEGEND - LEVEL 1 AREA G A5.24 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL DOOR SCHEDULE LEVEL 1 AREA G DOOR NO. ROOM NAME DOOR FRAME FIRE RATING HDW SET NO.Comments SIZE TYPE MATERIAL FINISH TYPE MATERIAL FINIS H DETAILS W H THK HEAD JAMB SILL 1300.1 GYM LOBBY 6' - 0" 8' - 0" 1 3/4" D4 ALUM - ALUM - 1300.2 GYM LOBBY 6' - 0" 8' - 0" 1 3/4" D4 ALUM - ALUM - 1300.3 GYM LOBBY 6' - 0" 8' - 0" 1 3/4" D4 ALUM - ALUM - 1300.4 6' - 0" 7' - 0" 1 3/4" SC/WD PL-1 PT-3 - 1300.5 CORRIDOR 8' - 0" 9' - 0" 1 3/4" SC/WD PL-1 PT-3 90 Min 1300A MEN'S RR 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-5 HM PT-1 - 1300B WOMEN'S RR 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 - 1300C CONCESSION 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 - 1300D CONCESSION 6' - 11" 8' - 0" 1/2" STL - 1305.1 BOYS ATHLETIC LOCKER 3' - 0" 8' - 0" 1 3/4" 2 SC/WD PL-1 PT-3 - 1305.2 BOYS ATHLETIC LOCKER 3' - 0" 8' - 0" 1 3/4" 2 SC/WD PL-1 PT-3 - 1306.1 BOYS PE LOCKER 3' - 0" 8' - 0" 1 3/4" 2 SC/WD PL-1 PT-3 - 1306.2 BOYS PE LOCKER 3' - 0" 8' - 0" 1 3/4" 2 SC/WD PL-1 PT-3 - 1310.1 GYMNASIUM 6' - 0" 9' - 0" 1 3/4" SC/WD PL-1 HM PT-3 - 1310.2 GYMNASIUM 6' - 0" 9' - 0" 1 3/4" SC/WD PL-1 HM PT-3 - 1310A GIRL'S ATHLETICS STOR 6' - 0" 9' - 0" 1 3/4" SC/WD PL-2 HM P-2 - 1310B BOY'S ATHLETIC STORAGE 6' - 0" 9' - 0" 1 3/4" SC/WD PL-2 HM P-2 - 1310C GYMNASIUM 6' - 0" 9' - 0" 1 3/4" SC/WD PL-2 P-2 - 1310D GYMNASIUM 6' - 0" 9' - 0" 1 3/4" SC/WD PL-2 P-2 - 1320.1 PRACTICE GYM 6' - 0" 9' - 0" 1 3/4" SC/WD PL-1 HM PT-3 - 1320.2 PRACTICE GYM 6' - 0" 9' - 0" 1 3/4" SC/WD PL-1 HM PT-3 - 1320.3 PRACTICE GYM 6' - 0" 9' - 0" 1 3/4" SC/WD PL-2 P-2 - 1330.1 WEIGHT ROOM 6' - 0" 9' - 0" 1 3/4" SC/WD PL-1 HM PT-3 - 1330.2 WEIGHT ROOM 6' - 0" 9' - 0" 1 3/4" SC/WD PL-1 HM PT-3 - 1331 TECHNICAL SPECIALIST OFFICE 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 - 1331A MDF 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 1340.1 LOTC 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 - 1340.2 LOTC 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 - 1340.3 LOTC 3' - 0" 8' - 0" 1 3/4" ALUM - HM - Smoke 1340A LOTC STOR 3' - 0" 9' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 - 1341.1 TECH ED 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 1341.2 TECH ED 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 HM PT-3 - 1342.1 TECH ED LAB 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 1342.2 TECH ED LAB 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 1342.3 TECH ED LAB 6' - 0" 8' - 0" 1 3/4" D4 ALUM - HM - 1342A TOOL STOR 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 1342B GENERAL STOR 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 1553.52 COACHES' RR 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 1610G STAIR 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 3038.1 GYM STOR 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 3038.2 GYM STOR 3' - 0" 8' - 0" 1 3/4" 2 HM PL-1 HM PT-3 - 3039 GIRLS PE STOR 6' - 0" 8' - 0" 1 3/4" SC/WD PL-1 HM PT-3 - 3041 BOYS PE STOR 6' - 0" 8' - 0" 1 3/4" SC/WD PL-1 HM PT-3 - 3044 6' - 0" 8' - 0" 1 3/4" SC/WD PL-1 PT-3 - GIRLS LOCKER ROOM 3044A STORAGE 3' - 0" 8' - 0" 1 3/4" 2 HM PL-2 P-2 - 3044B GIRLS COACHES OFFICE 3' - 0" 8' - 0" 1 3/4" D1 SC/WD PL-1 F2 ALUM PT-3 15/A5.21 14/A5.21 14A5.21 - CARD READER 3044C 3' - 0" 8' - 0" 1 3/4" 2 SC/WD PL-1 PT-3 - 3044E 3' - 0" 8' - 0" 1 3/4" 2 SC/WD PL-1 PT-3 - 3044F 3' - 0" 8' - 0" 1 3/4" 2 SC/WD PL-1 PT-3 - 3044G 3' - 0" 8' - 0" 1 3/4" 2 SC/WD PL-1 PT-3 - 3045.1 LAUNDRY 6' - 0" 8' - 0" 1 3/4" SC/WD PL-1 HM PT-3 - 3045.2 LAUNDRY 2' - 0" 8' - 0" 1 3/4" HM PL-2 P-2 - 1/2" = 1'-0"DOOR TYPE LEGEND 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID FINISH FLOOR SCHEDULED FRAME SCHEDULED DOOR CL OF DOOR = CL OF FLOOR FINISH TRANSITION (RE:FINISH PLANS) FINISH FLOOR SCHEDULED FRAME BEYOND SCHEDULED DOOR SADDLE THRESHOLD EDGE OF OPENING BEYOND 1 1/2" 1 7/8" VARIES 1 7/8"1/2" THROAT DIM 1/2" 5/8" 1 HOLLOW METAL FRAME (TYPICAL) 4 ALUMINUM FRAME INTERIOR STOREFRONT WITH FLUOROPOLYMER FINISH 5 ALUMINUM FRAME EXTERIOR STOREFRONT WITH FLUOROPOLYMER FINISH 1B HOLLOW METAL FRAME W/ 1" RETURNS (AT EXTERIOR PLASTER FINISH WALLS) EQ VARIES EQ 1" THROAT DIM 1/2" 1 1/2" 5/8" 4" 1/2" THROAT DIM 1/2" 2 HOLLOW METAL FRAME AT 90° HOLD OPEN DOORS 1 1/2" 1 7/8" 5/8" 3 HOLLOW METAL FRAME AT 90° HOLD OPEN DOUBLE EGRESS DOORS 2" POCKET PIVOT HINGE POCKET PIVOT HINGE EQ EQ EQ 1/8" 1 7/8" EQ 1 7/8" VARIES 1 7/8" 7/8" 5/8" 1/2" THROAT DIM 1/2" JAMB HEAD DOOR STOP BEYOND 1 1/2" 5/8" 1/2" THROAT DIM 1/2" EQ 2" EQ @ WALL @ SIDELITE @ WALL @ SIDELITE 6 ALUMINUM FRAME EXTERIOR STOREFRONT/CURTAINWALL WITH FLUOROPOLYMER FINISH @ GLAZING PANEL, SWINGING IN @ GLAZING PANEL, SWINGING OUT T1 T2 SCHED FLR FINISH SCHED FLR FINISH DOOR T3 1/2" MAX SCHED VINYL FLOORING SCHED TERRAZZO FLOORING SCHED FLR FINISH SCHED FLR FINISH DOORT4 1/2" MAX SCHED SEALED CONC FINISH SCHED TERRAZZO FLOORING TRANSITION (TS2) T5 SCHED FLR FINISH SCHED FLR FINISH DOOR T6 SCHED TERRAZZO FLR SCHED CARPET TRANSITION (TS3) 0' - 0 1/2" MAX T7 T8 SLT - CSLT - A SLT - L SCHED FLR FINISH SCHED FLR FINISH DOOR 1/2" MAX SCHED QUARRY TILE SCHED TERRAZZO FLOORING SCH DECO SCHED FLR FINISH SCHED FLR FINISH DOOR 1/2" MAX SCHED STONHARD HRI SCHED TERRAZZO FLOORING RENO - TK SCHED FLR FINISH SCHED FLR FINISH DOOR 1/2" MAX SCHED COURT FLOOR SCHED TERRAZZO FLOORING RENO - T not sure SCHED FLR FINISH SCHED FLR FINISH DOOR 1/2" MAX SCHED TILESCHED TERRAZZO FLOORING RENO U SCHED FLR FINISH SCHED FLR FINISH DOOR SCHED VINYL FLOORING SCHED CARPET TRANSITION (TS8) 0' - 0 1/2" MAX SLT - B T9 T10 SCHED FLR FINISH SCHED FLR FINISH DOOR 1/2" MAX SCHED COURT FLOOR SCHED VINYL FLOORING RENO - T NOT SURE DOOR TRANSITION (TS1) TRANSITION (TS4) TRANSITION (TS5) TRANSITION (TS6) TRANSITION (TS7) SCHED FLR FINISH SCHED FLR FINISH DOOR 1/2" MAX SCHED WOOD FLOOR RENO - T SCHED VINYL FLOORING TRANSITION (TS6) TRANSITION (TS6) SCHED. DOOR ASSEMBLY 1/2" SEALANT ALUM CLAD GALV. SHELF ANGLE BRICK VENEER ON R7.5 TYPE B - CONTINUOUS INSULATION ON VPAB ON EXT. GYP. SHEATHING ON CFMF INFILLED WITH BATT INSULATION MINERAL WOOL FILLED CAVITY CONC. SLAB RE: STRUCT SCHED. DOOR ASSEMBLY SCHED. THRESHOLD SET IN SEALANT 2 3/4" CMU WALL SCHED. DOOR ASSEMBLY GROUT FILL RAKED JT 1/4" DEEP 0' - 2 " 0' - 0 1/2"RE:FLOOR PLAN0' - 0 1/2" PROVIDE TWO 6" METAL STUDS AT DOOR HEAD, TYP. SCHEDULED DOOR GALV. HAT STEEL STUD ANCHOR SCHED. PARTITION CMU WALL SCHED. DOOR ASSEMBLY GROUT FILL RAKED JT 1/4" DEEP SCHED. DOOR ASSEMBLY 1/2" SEALANT SCHEDULED CMU WALL TIE VPAB TO DOOR FRAME BRICK VENEER ON R7.5 TYPE B - CONTINUOUS INSULATION ON VPAB ON EXT. GYP. SHEATHING ON CFMF INFILLED WITH BATT INSULATION MODULAR BRICK WITH FULL MORTARED JOINT NFPA 285 COMPLIANT SCHEDULED ALUM. FRAME AND GLAZING SEAL BOTH SIDES SCHEDULED PARTITION SCHEDULED PARTITION SCHEDULED FRAME SCHEDULED DOOR SEAL BOTH SIDES SCHEDULED CLG . B.O. CLG SCHEDULED FRAME AND GLAZING SCHEDULED P.LAM DOOR DOOR GUIDE - DOUBLE ANGLE BOLTED ROLLING DOOR TOP DOOR GUIDE BEYOND HOOD FLANGE HEAD PLATE BEYOND PAINTED GALV BNT PLATE OPENING FRAME FINISH TO MATCH COIL DOOR FIREPROOF FIRE SAFING FINISH FLOOR DOOR GUIDE - DOUBLE ANGLE BOLTED ROLLING DOOR STRUCTURAL OPENNING SUPPORT WALL BEYOND 0' - 2" 0' - 0 1 / 2 " SC H E D P A R T I T I O N 0' - 0 1 / 2 " PROVIDE TWO 6" METAL STUDS AT DOOR JAMB, TYP. SCHEDULED DOOR GALV. HAT STEEL STUD ANCHOR 0' - 2" 0' - 0 1/2" HOLLOW METAL FRAME SCHEDULED PARTITION WALL SCHEDULED P-LAM DOOR IN HM FRAME P-LAM DOOR SLAB IN HM FRAME @ TRANSOM SCHEDULED DOOR SCHEDULED THRESHOLD IN BED OF SEALANT SEALANT WITH COMPRESSED FILLER 1/2" 1/2"SLOPE SCHEDULED ALUMINUM FRAME DOWEL CONNECTION SCHEDULED FLOOR FINISH C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:00:18 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 DOOR DETAILS A5.40 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 3" = 1'-0"DOOR SILL - NO THERSHOLD 25 3" = 1'-0"DOOR SILL - W/ THRESHOLD 19 3" = 1'-0"DOOR FRAME TYPES 18 1 1/2" = 1'-0"FLOOR TRANSITIONS 01 3" = 1'-0"H.M. DOOR HEAD @ EXT.22 3" = 1'-0"H.M. DOOR SILL @ EXT.20 3" = 1'-0"INT. H.M. DOOR HEAD @ CMU 15 3" = 1'-0"INT. H.M. DOOR HEAD @ GYP.10 3" = 1'-0"INT. H.M. DOOR JAMB @ CMU 14 3" = 1'-0"INT. H.M. DOOR JAMB @ EXT.21 3" = 1'-0"INT. SIDELIGHT AT JAMB 02 3" = 1'-0"INT. STOREFRONT DOOR AT HEAD 04 3" = 1'-0"INT. STOREFRONT DOOR AT JAMB 03 3" = 1'-0"OVERHEAD DOOR HEAD 27 3" = 1'-0"OVERHEAD DOOR SILL 26 3" = 1'-0"INT. H.M. DOOR JAMB @ GYP 08 1 1/2" = 1'-0"TYP. DOOR HEAD @ CLASSROOM 09 3" = 1'-0"EXT. ALUM. DOOR AT SILL 13 4 11.16.2016 ISSUE FOR BID DISPLAY CASE PL-2 PL-2 PL-1 PT-5 04 A3.00 PL-2 TO CORRIDOR 13' - 4" 14' - 2 7/8" 9' - 3" TO OUTDOOR COURTYARD PT-3DEDICATION PLAQUE 41' - 2 1/4" 5' - 9 95/256" 22' - 11 233/256" PL-1 04 A3.00 TO ENTRY TO RECEPTION PT-5 PT-3 PL-1 PL-2 PL-2 PT-5 PT-5PT-6 TO CAFETERIA PT-5 PT-5 TO 6TH GRADE WING 03 A3.00 TO CORRIDOR 03 A3.00 ADMIN. CORRIDOR DISPLAY SCREEN C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:00:30 AM 1/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ELEVATIONS - LOBBY A6.00 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"LOBBY ENTRY NORTH 5 1/4" = 1'-0"LOBBY ENTRY SOUTH 6 1/4" = 1'-0"LOBBY ENTRY NORTH CONTINUATION 7 1/4" = 1'-0"LOBBY ENTRY SOUTH CONTINUATION 8 1/4" = 1'-0"LOBBY ENTRY EAST 9 1/4" = 1'-0"LOBBY ENTRY WEST 10 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID PT-5PT-5 PT-5 TO ENTRY CORRIDOR PL-1 PT-3 PL-1PL-1 PT-3PT-3 PT-5 PT-5 TO GRADE LEVEL CORRIDOR PL-1 PL-1 PL-1 PL-1 PT-3PT-3 PT-3PT-3 PL-1 PT-5PT-5 TO 7TH GRADE CORRIDOR PT-3PT-3PT-3 PL-1 PL-1 22 A3.20 PL-1 PL-2 PL-2 PT-5 PT-5 PT-5 PT-7 PT-11 PT-11PT-11 TO CORRIDOR7TH GRADE WING PL-7 PL-7 PL-7 PT-7 PT-7 PL-1 PL-1 7TH GRADE WINGPT-3 PT-3 TO CORRIDOR PT-5 PT-5 C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:00:39 AM 1/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ELEVATIONS - LOBBY A6.01 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL N/AEAST LOBBY ELEVATION 1 N/AEAST LOBBY ELEVATION Copy 1 2 N/ALOBBY WEST ELEVATION 3 N/ALOBBY WEST ELEVATION Copy 1 4 1/4" = 1'-0"GRADE 07 ENTRY NORTH 5 1/4" = 1'-0"GRADE 07 ENTRY SOUTH 6 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID PT-11 PL-7 PT-5 PT-5 PL-1 PT-3 TO CORRIDORTO CLASSROOM TO CLASSROOMPT-5PT-3 PL-1 PL-7PL-1 PT-3 PT-11 PT-5 7TH GRADE CORRIDOR 7TH GRADE CORRIDOR PT-11PT-11 PL-7 PT-5 PL-7 PL-7 PL-7 PL-7PL-7PL-7 GRADE 7TH CORRIDORPT-11 PL-7 PT-5 PT-5 PT-11PT-11 PL-7 PL-7 1 A3.30 OUTDOOR COURTYARD BEYOND 7TH GRADE CORRIDOR PT-5 PT-3 PL-1 PL-1 PT-3 PT-5 1 A3.30 PT-5PT-11 PL-7 PT-11 PL-7 PT-11PT-11 PL-7PL-7 PT-11 PL-7 PL-7 PT-11 PL-7 PT-11 C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:00:49 AM 1/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ELEVATIONS - GRADE LEVEL CORRIDOR A6.02 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"GRADE 07 EAST 1 1/4" = 1'-0"GRADE 07 WEST 2 1/4" = 1'-0"FLEX 07 EAST 5 1/4" = 1'-0"FLEX 07 WEST 6 1/4" = 1'-0"GRADE 07 NORTH 7 1/4" = 1'-0"GRADE 07 SOUTH 8 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID PT-5 PT-5PT-3 PL-1 CORRIDOR TO 8TH GRADE TO 7TH GRADE CORRIDOR PT-3 PL-1 PT-5 PT-5 TO LIBRARY TO LIBRARY CAFETERIA ENTRY PT-5PT-5PT-5 PT-5 PT-5 PT-5 CORRIDOR TO 8TH GRADE C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:00:54 AM 1/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ELEVATIONS - GRADE LEVEL CORRIDOR A6.03 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"NORTH LOBBY ELEVATION 1 1/4" = 1'-0"SOUTH LOBBY ELEVATION 2 1/4" = 1'-0"SOUTH LOBBY ELEVATION 3 1/4" = 1'-0"NORTH LOBBY ELEVATION 4 4 11.16.2016 ISSUE FOR BID K/S FILLER PANEL WALL BASE K/S FILLER PANEL WALL BASE LOCK LOCK LOCK LOCKLOCKLOCKLOCKLOCK 1' - 5"1' - 6"3' - 0"3' - 0" WALL BASE ICE MAKER 2' - 1 0 " 2' - 2 " 2' - 0 " 2' - 9"3' - 0"3' - 0"3' - 0"3' - 0" MEDICAL REFRIDGEERATOR 9' - 10 1/8" 6' - 6" 6' - 6" CUBICAL TRACK CUBICAL CURTAIN CUBICAL CURTAIN CUBICAL CURTAIN 1' - 0" FINISHED FLOOR EDGE OF CURTAIN EDGE OF WALL WALL BASE FILLER PANEL K/S 2' - 6 " 2' - 0 " 2' - 6 " 1' - 0"1' - 6"3' - 0"1' - 6"1' - 3"3' - 0" 1' - 0"1' - 6"3' - 0"1' - 6"1' - 3" WALL BASE REF.K/S WALL BASE FILLER PANEL 3' - 0"3' - 0"3' - 0"3' - 0" 2' - 6 " 6' - 0 " WALL BASE K/S 1' - 3"1' - 3"3' - 6"1' - 3"1' - 7 3/4" 2' - 6 " 0' - 4 " FILLER PANEL MEDIA SCREEN 3' - 0"3' - 0"3' - 0"1' - 0" 1' - 0 " 2' - 1 0 " EQ EQ 2' - 6 " 2' - 0 " 2' - 6 " 1' - 3"1' - 3"1' - 6"1' - 6"1' - 3"3' - 6"1' - 3"1' - 6" 1' - 9"1' - 9"1' - 3"2' - 9"2' - 9"3' - 6"2' - 9" K/SK/SK/S 1' - 3"1' - 3"2' - 6" 2' - 6 " WALL BASE EQ EQ 2' - 3"3' - 0"3' - 0"3' - 0"2' - 3"1' - 3" MEDIA SCREEN 2' - 1 0 " 1' - 0 " 2' - 6 " 6' - 0 " 3' - 0"3' - 0"3' - 0" WALL BASE 2' - 1 0 " 3' - 2 " 2' - 6 " 3' - 0" 3' - 0"3' - 0" WALL BASE 2' - 6 " 6' - 0 " WALL BASE 2' - 0"1' - 3"3' - 0"3' - 0"3' - 0" 2' - 6 " 2' - 0 " 2' - 6 " 1' - 6"1' - 3"3' - 6"1' - 3"1' - 3"3' - 6"1' - 3"1' - 3" 1' - 9"1' - 9"2' - 6" K/S K/S WALL BASE SLIDING WINDOW 1' - 0 " 2' - 1 0 " EQ EQ MEDIA SCREEN FILLER PANEL FILLER PANEL MEDIA SCREEN 3' - 0 " C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:01:08 AM 3/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED PLANS & ELEVATIONS - ADMIN A6.04 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 3/8" = 1'-0"TEACHER LOUNGE 03 3/8" = 1'-0"INTERIOR ELEVATION @ TYP. ASSIST PRINCIPAL 25 3/8" = 1'-0"INTERIOR ELEVATION @ COUNSELOR'S OFFICE 05 3/8" = 1'-0"INTERIOR ELEVATION @ CLINIC - EAST 04 3/8" = 1'-0"INTERIOR ELEVATION @ CLINIC - WEST 16 3/8" = 1'-0"INTERIOR ELEVATION @ DIAG 27 3/8" = 1'-0"INTERIOR ELEVATION @ CLERK OFFICE 33 3/8" = 1'-0"INTERIOR ELEVATION @ NURSE'S OFFICE 28 3/8" = 1'-0"INTERIOR ELEV @ ADMIN FILE ROOM WEST 08 3/8" = 1'-0"INTERIOR ELEV @ SECURITY 01 3/8" = 1'-0"INTERIOR ELEV @ COUNSELOR CONF 38 3/8" = 1'-0"INTERIOR ELEV @ ATTENDANCE 07 3/8" = 1'-0"INTERIOR ELEV @ ATTENDANCE WINDOW 19 3/8" = 1'-0"INTERIOR ELEV @ ADMIN CONF 1008 37 3/8" = 1'-0"INTERIOR ELEV @ ADMIN FILE ROOM EAST 26 3/8" = 1'-0"INTERIOR ELEV @ ADMIN FILE ROOM NORTH 02 3/8" = 1'-0"INTERIOR ELEV @ ADMIN FILE ROOM SOUTH 20 3/8" = 1'-0"INTERIOR ELEV @ REGISTRAR 21 3/8" = 1'-0"INTERIOR ELEV @ COUNSELOR CONF WEST 11 3/8" = 1'-0"INTERIOR ELEV @ COUNS CONF NORTH 17 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID MS 2B B9 E2 DC ED PROVIDE (22) UNITS OF 18" D X 36" W X 72" H METAL SHELVING DUTCH DOOR W/ TRANSACTION TOP 1120.2 1120.1 03 A6.05 SIM03 A6.05 09 A6.05 15 A6.05 E1 DB B6 B7 B8 LOCKLOCKLOCKLOCKLOCKLOCKLOCK 7 UNITS = 16' - 11" 3' - 0 " LOCK FILLER PANEL 3' - 0 " 2' - 3" K/S 0' - 3"1' - 3"3' - 6"1' - 3"0' - 3" 2' - 6 " FILLER PANEL AF A11 8 A6.05 7 A6.05 10 A6.05 4 A6.05 11 A6.05 2' - 0"4' - 5"2' - 6"3' - 6 1/4" 2' - 1" 4' - 0 " 6' - 0 " 5' - 0 " 6' - 0 " 1' - 0" 1' - 0 " 1' - 0 " 5' - 11" 4' - 11" 4' - 0 " 0' - 6 3 / 4 " 2' - 6 " A10 A12 K/SK/S 1' - 3"1' - 3" 2' - 6 " 0' - 8 " K/S K/S 1' - 3"1' - 3" 0' - 8 " 2' - 6 " K/S K/S 2' - 0 " 1' - 1 0 " 3' - 2 " 7 UNITS = 8' - 9" 6 UNIT = 16' - 6" K/S K/S OPEN TO BEYONG 1' - 3"5' - 0"1' - 3" OPEN TO BEYONG 0' - 1 0 " 2' - 6 " P. LAM TOP FRONT & SIDES 3' - 0"3' - 0"5' - 0"3' - 0"3' - 0" FILLER PANEL 2' - 0 1/4"2' - 4 3/4"2' - 0 1/4"5' - 0"2' - 0 1/4"2' - 4 3/4"2' - 0 1/4" 6' - 5 1/4"5' - 0"6' - 5 1/4" 17' - 10 1/2" OPEN TO BEYONG 3' - 4 " C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:01:17 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED PLANS & ELEVATIONS - ADMIN A6.05 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"ENLARGED FLOOR PLAN @ TESTING COORD 01 3/8" = 1'-0"TEST COORD ISLAND NORTH/SOUTH 03 3/8" = 1'-0"TESTING COORD ISLAND EAST 09 3/8" = 1'-0"TEST COORD ISLAND WEST 15 1/2" = 1'-0"ENLARGED PLAN - SECRETARY DESK/RECEPTION 2 3/8" = 1'-0"INTERIOR ELEV @ RECEPTION DESK SOUTH 4 3/8" = 1'-0"INTERIOR ELEV @ RECEPTION DESK NORTH 7 3/8" = 1'-0"INTERIOR ELEV @ RECEPTION DESK EAST 8 3/8" = 1'-0"INTERIOR ELEV @ RECEPTION DESK WEST 10 3/8" = 1'-0"INTERIOR ELEV @ RECEPTION COUNTER 11 3/8" = 1'-0"INTERIOR ELEV @ RECEPTION COUNTER EAST 12 4 11.16.2016 ISSUE FOR BID 01 A3.00 PT-5 PT-5 PT-5PT-5 PT-2 TO CORRIDOR TO CORRIDOR 01 A3.00 PT-5PT-5PT-5PT-5 PT-5 PT-2 TO EXTERIOR COURTYARD TO EXTERIOR COURTYARD 25 A1.67 TO EXTERIOR COURTYARD PT-2 35 A6.06 29 A6.06 4 SHELVES 3 SHELVES 3' - 0" 5' - 0" PL-1 PL-1 PL-1PT-3 PT-3 PT-3 PT-2 PT-5 SCREEN PROJECTOR GC 2' - 6" 3' - 3 1/4"4' - 8 1/2" 5' - 7 " COMPUTER +2'-6"+3'-0" +3'-7" +3'-0" +2'-6"9' - 8 1/8" 6' - 8 7/8" 2' - 11 1/4" 5' - 0" 2' - 0" 27 A6.06 26 A6.06 8A6.069 A 6.0 6 10 A6.06 28 A6.06 34 A6.06 35 A6.06 29 A6.06 DI 14 A5.17 BOOK DROP OFF HANDICAP ACCESIBLE COUNTER 3' - 0" 3' - 7" 4" MOBILE PRINTER STAND BY OWNER COMPUTER MONITOR CPU TOWER RACK FULL LENGTH KEYBOARD TRAY 2' - 6 3/4" 2' - 3" 1' - 9" 1 1/2" 2' - 11 1/4" 9' - 8 1/4" OPEN BOOK RETURN UNIT W/ BOOK DROP SLOT DEPRESSSIBLE BOOK TRUCK 2' - 0" 3' - 0" 5' - 0" OPEN SHELF CABINETS 4' - 8 1/8" 1' - 9" 2' - 9 1/2" 2' - 0" 3' - 7" 2' - 6" 3' - 0" HANDICAP ACCESIBLE COUNTER BOOK DROP OFF 3' - 7" 4" 3' - 0" 3' - 7" 2' - 6" 1' - 0" 4" 3' - 7" 3' - 0" 4" 1' - 0" 2' - 4 1/2" OAK TRIM W/ 3/4" ROUND OVER DIVIDER 3' O.C.P'LAM ON 3/4" MED. DENSITY PARTICLE BOARD COUNTER TOPS. SIDES AND BACK SHELF RESILIENT BASE H.C. ACCESSIBLE 1' - 6" 3' - 10" 3' - 6" 2' - 10" 1' - 2" 3' - 0" 1' - 4" 3 3/4" 1' - 3"2' - 6"3' - 0"1' - 6" 2' - 0"10 3/4"2' - 6"3' - 0"1' - 6"7' - 2 3/8"3' - 0"3' - 0"3' - 0" 2' - 3" HANDICAP ACCESSIBLE OPEN FILLER STRIP 2' - 10" 3' - 0" 1' - 2" 2' - 10" 9' - 10" 9' - 10" 7' - 0" 2' - 6" 4" FILLER STRIP 9 SHELVES 22' - 6"1' - 6" 9' - 10" 7' - 0" 2' - 10" 18' - 0" 3' - 0" C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:01:40 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED PLAN & ELEVATIONS - LIBRARY A6.06 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"INTERIOR ELEVATION @ LIBRARY - NORTH 02 1/4" = 1'-0"INTERIOR ELEVATION @ LIBRARY SOUTH 01 1/4" = 1'-0"INTERIOR ELEVATION @ LIBRARY - EAST 04 1/4" = 1'-0"INTERIOR ELEVATION @ LIBRARY - WEST 03 1/4" = 1'-0"LIBRARY CHARGING DESK PLAN 25 3/8" = 1'-0"LIBRARY CHARGE COUNTER SOUTH ELEVATION 27 3/8" = 1'-0"LIBRARY CHARGE COUNTER NORTH ELEVATION 26 3/8" = 1'-0"LIBRARY COUNTER WEST ELEVATION 28 3/8" = 1'-0"LIBRARY COUNTER EAST ELEVATION 34 3/8" = 1'-0"LIBRARY COUNTER SECTION COMPUTER 35 3/8" = 1'-0"LIBRARY COUNTER SECTION 29 1/4" = 1'-0"WORK RM ELEVATION EAST 42 1/4" = 1'-0"WORK RM ELEVATION NORTH 30 1/4" = 1'-0"MAKER SPACE ELEVATION 12 1/4" = 1'-0"LIBRARY STORAGE ELEVATION 6 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 4B 4B 4B 4B 2B 1B 2B 2B 2B 04 A6.07 BH BF B1 B3 05A6.07 06 A6.07 BG A19 TEACHER'S CABINET 4' - 0"2' - 11" 2 FULL HEIGHT CABINETS 5' - 10" PT-5 2' - 2" 2' - 10" 7' - 0" B-2 TACK STRIP CHARGER STATION PL-1 PL-1 PL-1 2' - 11" 2' - 11 7/8" 4' - 0" 2' - 10" TACK BOARD MEDIA SCREEN EQEQ B-2 PT-5 B-2 PT-5 MARKER BOARDTACK BOARD 8 1/4" 12' - 0" 7" 6' - 8" 2' - 5 1/8" PT-10PL-6 GC D3 CF D5 DJ STRUCTURED LEARNING CENTER 1205 STRUCTURED LEARNING CENTER 1203 CORRIDOR 1203C RR 1203B LAUNDRY 1203A 18 A6.07 25 A6.07 23 A6.07 A10 DH D4 DI MARKER BOARDTACK BOARD TACK BOARD MEDIA BOARD TEACHER'S CABINET CHARGER STATION STORAGE CUBBIES MARKER BOARDTACK BOARD TACK BOARD MEDIA BOARD TACK BOARD TACK BOARD TEACHER'S CABINET CHARGER STATION STORAGE CUBBIES CHARGER STATION1' - 0" 3 BASE CABINET 7' - 6" FULL HEIGHT CABINET 2' - 11" 2' - 11" TEACHER'S CABINET 4' - 0" 2 STORAGE CUBBIES 6' - 0" TACK BOARD D5 DJ 23 A6.07 D4 DI C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:01:49 AM 1/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED PLANS & ELEVATIONS - CLASSROOM & STRCTRD LRNNG A6.07 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"ENLARGED PLAN - TYP. CLASSROOM 01 1/4" = 1'-0"CLASSROOM NORTH WALL 06 1/4" = 1'-0"CLASSROOM SOUTH WALL 05 1/4" = 1'-0"CLASSROOM EAST WALL 04 1/4" = 1'-0"STRUCTURED LEARNING CENTER 13 1/4" = 1'-0"STRUCTURED LEARNING CENTER EAST 25 1/4" = 1'-0"STRUCTURED LEARNING CENTER SOUTH 18 1/4" = 1'-0"SP. ED. COUNS.16 1/4" = 1'-0"SP. ED. COUNS WEST 23 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 4B 4B 4B 2B MS MS 4B 4B GC D2 A8F1 25 ' - 1 1 1 / 2 " 27' - 11 3/4" MARKER BOARD MEDIA BOARD W/ PROTECTIVE PLEXI CASING TACK BOARD 6 A6.08 ADAPTIVE BEHAVIOR 1206 DH DI 7 A6.08 A15 DE DF RTI CLASSRM 1212 RTI CLASSRM 1213 25 ' - 0 " 27' - 7" 25 ' - 9 1 / 2 " 27' - 7" MEDIA BOARD MARKER BOARD TACK BOARD MEDIA BOARD MARKER BOARD TACK BOARD DG CE A10 D2 A8 CF F1 RTI OFFICE 1207 RTI OFFICE 1208 6,455 SF CORRIDOR 1200 E5 SMALL CONF 1209 10' - 1 1/2" 14' - 1" 9' - 2 1/8" 14' - 1" 3 1/8" 7' - 2 1/2" 14' - 1" 8 A6.08 DH D2 A8 DJ F1 F2 MEDIA BOARD 4" TACK BOARD 4" MARKER BOARD 4" TACK BOARD TEACHER'S CABINET CHARGER STATION 25 ' - 1 1 1 / 2 " 27' - 11 3/4" 9 A6.08 DI FA A15 DD DE MARKER BOARD TEACHER CABINENT MARKER BOARD TACK BOARD TACK BOARD MEDIA BOARD 680 SF DYSLEXIA 1214 750 SF A A10 10 A6.08 24' - 0" MARKER BOARD LEVEL 1 0' - 0" CF 3" 3' - 0" 3' - 0" 3" 3' - 0" 1' - 6" 3' - 6" 1' - 6" 2' - 6" 1' - 8" 4" 2' - 6" 2 FULL HEIGHT CABINET 5' - 10"2' - 11" 2 TEACHER'S CABINET 8' - 0" CHARGER STATION BASE CABINET 1' - 9" 4 BASE CABINET 10' - 0" 3 FULL HEIGHT CABINETS 8' - 9" TEACHER CABINET 4' - 0" 3 OPEN CABINET 6' - 0" 2 BASE CABINET 5' - 0" MARKER BOARD C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:02:00 AM 1/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 PLANS & ELEVATIONS - ADAPTIVE BEHAVIOR, DYSLEXIA, RTI & RESOURCE A6.08 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"ADAPTIVE BEHAVIOR 1 1/4" = 1'-0"RTI CLASSROOM 02 1/4" = 1'-0"RTI OFFICE 3 1/4" = 1'-0"RESOURCE ROOM 4 1/4" = 1'-0"DYSLEXIA 05 1/4" = 1'-0"ADAPTIVE BEHAVIOR -SOUTH 6 1/4" = 1'-0"RTI OFFICE 8 1/4" = 1'-0"RESOURCE ROOM 9 1/4" = 1'-0"ADAPTIVE BEHAVIOR -NORTH 7 1/4" = 1'-0"DYSLEXIA NORTH 10 4 11.16.2016 ISSUE FOR BID 4B 4B DW 14 A6.09 13 A6.09 15 A6.09 B4 B5 02 A3.00 BF BE 1' - 3" 10' - 0" 1' - 3" 33' - 10 1/16" 33' - 1 3/4" 05 A6.09 06 A6.09 17 A6.09 FUME HOOD EYEWASH STATION FRIDGE/FREEZE UNDERCOUNTER ICE MAKER UNDERCOUNTER BG MEDIA BOARD TEACHER DEMONSTATION TABLE MODEL 6016A TEACHER DEMONSTATION TABLE MODEL 6016A OH 15 A6.09 OH14 A6.09 OH13 A6.09 PL-1 EQEQ MEDIA SCREENTACK BOARD B-2 PT-3 2' - 10" 4' - 0" 3' - 0" 12' - 0" 2' - 2" 9' - 10" PT-5 EYE WASHADA SINK APRON DEEP SINK DRYING RACK 9' - 10" 2' - 2" 12' - 0"PT-5 MODEL 5866 T.C. MODEL 3687D BASE CABINET MODEL 3687D 6 BASE CABINET MODEL 5426 2 UPPER CABINETS MODEL 8774 ADA SINK FILLER STRIP 02 A3.00 PT-5 PT-3 PL-1 9' - 10" 2' - 10" 1' - 4" 3' - 0" MODEL 3687D 7 BASE CABINETS MODEL 5426 5 UPPER CABINETS GOGGLE CABINET FIRE EXTINGUISHERFILLER STRIP PT-3 PL-1 MODEL 5426 2 UPPER CABINETOAK FACIA MODEL 5450 2 UPPER GLASS CABINET MODEL 3687D BASE CABINET MODEL 6778 BASE CABINET MODEL 3687D BASE CABINET FILLER STRIPDRYING RACK PL-1 PT-3 9' - 10" FUME HOOD FRIDGE/FREEZER UNDERCOUNTER 2' - 8 " 3' - 0 " 1' - 4 " 2' - 1 0 " MODEL 3687D BASE CABINET MODEL 3687D BASE CABINET MODEL 3632 BASE CABINET MODEL 3622 BASE CABINET MODEL 5426 3 UPPER CABINETSFILLER STRIP ICE MAKER UNDERCOUNTER MODEL 5424 UPPER CABINET MODEL 5364 UPPER CABINET MODEL 5426 UPPER CABINET MODEL 3622 BASE CABINET MODEL 3687C BASE CABINET FILLER STRIP FILLER STRIP C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:02:09 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED PLANS & ELEVATIONS - SCIENCE LAB A6.09 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"ENLARGED PLAN - SCIENCE LAB 001 1/4" = 1'-0"INTERIOR ELEVATION @ SCIENCE LAB - NORTH 14 1/4" = 1'-0"INTERIOR ELEVATION @ SCIENCE LAB - SOUTH 13 1/4" = 1'-0"INTERIOR ELEVATION @ SCIENCE LAB - WEST 15 1/4" = 1'-0"INTERIOR ELEVATION @ PREP - SOUTH 05 1/4" = 1'-0"INTERIOR ELEVATION @ PREP - NORTH 06 1/4" = 1'-0"INTERIOR ELEVATION @ PREP - EAST 17 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 4B 4B 4B 4B MS RC 3' - 2 1/8" 3' - 0" 3' - 0" 3'-0" ADA SINK 3' - 0" 3' - 0" 4' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 0". 9' - 10"TB TBTBTBMARKER BOARD 3 FULL HEIGHT CABINETS 9' - 0" TEACHER'S CABINET 4' - 0" MEZZANINE 12' - 0" BB BA B3 17 A6.10 16 A6.10 962 SF ART STUDIO 1610 83 SF ART STOR 1610A 2' - 0" 4' - 0 3/4" 4' - 2 3/4" 10' - 3" MB TBTB TB TB CLAY DRYING RACKS EASELS SHELVING MS TC 7' - 6" 10' - 7 3/4" 27 A6.10 26 A6.10 19 A5.15 31 A5.15 11 A6.10 12 A6.10 ADA SINK NON-ADA SINK BC LEVEL 1 0' - 0" 1 1/2" 2' - 8 1/2" 7' - 0 1/8" LEVEL 1 0' - 0" CEILING 9' - 6" LEVEL 1 0' - 0" 1 1/2" 2' - 8 1/2" 7' - 0 1/8" LEVEL 1 0' - 0" LEVEL 1 0' - 0" BB BA 2' - 0" MEZZANINE 12' - 0" BBBA 7' - 0"4' - 0 3/4"2' - 0" MEZZANINE 12' - 0" FM 6 A6.10 5 A6.10 4 A6.10 7 A6.10 3' - 0" 1' - 6" 9' - 7 3/8" 2' - 0 1/8" 6' - 9 3/4"10' - 6 5/8" 13' - 3 1/8" 14' - 2" KILN ROOM F5 F6 GF GD GC GA G14 G15 40 ' - 2 " 41' - 4 3/4" 8' - 0 1 / 4 " 41' - 4 3/4" GB GE LEVEL 1 0' - 0" LOW ROOF 14' - 8" FM 9' - 10" 3' - 0" MEZZANINE 12' - 0" LEVEL 1 0' - 0" LOW ROOF 14' - 8" 3' - 0" 3' - 0" MEZZANINE 12' - 0" F6 LEVEL 1 0' - 0" LOW ROOF 14' - 8" 2' - 7 1/2"2' - 4"2' - 0 1/4"2' - 4" MEZZANINE 12' - 0" LEVEL 1 0' - 0" LOW ROOF 14' - 8" FM MEZZANINE 12' - 0" C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:02:19 AM 1/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED PLAN & ELEVATIONS - ART STUDIO, SKILL SPC., & LOTC A6.10 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"ART STUDIO WEST 17 1/4" = 1'-0"ART STUDIO EAST 16 1/4" = 1'-0"ENLARGED FLOOR PLAN - ART STUDIO 01 1/4" = 1'-0"ISLAND ELEVATION 27 1/4" = 1'-0"ISLAND ELEVATION WEST 26 1/4" = 1'-0"ART STUDIO NORTH 11 1/4" = 1'-0"ART STUDIO SOUTH 12 1/4" = 1'-0"KILN ROOM 02 1/4" = 1'-0"LOTC 3 1/4" = 1'-0"KILN ROOM EAST 4 1/4" = 1'-0"KILN ROOM NORTH 5 1/4" = 1'-0"KILN ROOM SOUTH 6 1/4" = 1'-0"KILN ROOM WEST 7 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 2' - 10" 2' - 0" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 1' - 11 1/4" 2' - 1 0 " 2' - 0 " 2' - 6 " 2' - 6 " 2' - 2 " 9' - 1 0 " 2' - 2 " 27' - 5" 2' - 10" 2' - 0" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 1' - 9 3/4" 28' - 0 1/2" 2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6" 45' - 4 1/2" 9' - 1 0 " MEDIA BOARDMARKER BOARD 03A5.15 TECH ED 1341 TECH ED LAB 1342 GENERAL STOR 1342B TOOL STOR 1342A ROLLING MITTER SAW STAND N.I.C. MITTER SAW 24X24 N.I.C. SCROLL SAW N.I.C. WOOD LATHE 15X15 N.I.C. BELT/DIS SANDER 17X9 N.I.C. DRILL PRESS 20X14 N.I.C. BAND SAW 15X20 N.I.C. 12' MB4' TB 4' TB 60" MS 4' MB4' MB TABLES BY ALDINE N.I.C. 21 A6.11 7 A6.11 6 A6.11 22 A6.11 TC PRINTING STATION 35 A5.15 SHELVES SHELVES G15 GH GL GO GJ 20 A5.17 2' - 0" 2' - 10" 2' - 6" 3' - 9 1/4"3' - 0"2' - 6" 4" BACKSPLASHPRINTER9' - 1 0 " 2' - 5"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6" 2' - 2 " 9' - 1 0 " 6' - 4 " 2' - 1 0 " MARKER BOARD MARKER BOARD MEDIA SCREEN 2' - 2 " 2' - 10" 6' - 4" 8" 2' - 2" 9' - 1 0 " 2' - 0 " 2' - 6 " 2' - 6 " 2' - 2 " 0' - 9 3/4" 42' - 3 1/4" MARKER BOARD MEDIA BOARD MARKER BOARD 3' - 0" 4' - 0" 4' - 0"5' - 0"4' - 0"1' - 1"2' - 6"2' - 6" 2' - 10" 2' - 0" 2' - 6" 2' - 6" 2' - 2" 9 5/8" 9' - 1 0 " 2' - 2 " 33' - 2 1/2" C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:02:30 AM 1/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED PLAN & ELEVATIONS - COMPUTER & TECH LAB A6.11 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"INTERIOR ELEVATION @ COMPUTER LAB - EAST 24 1/4" = 1'-0"INTERIOR ELEVATION @ COMPUTER LAB - WEST 23 1/4" = 1'-0"INTERIOR ELEVATION @ COMPUTER LAB - NORTH 9 1/4" = 1'-0"INTERIOR ELEVATION @ COMPUTER LAB - SOUTH 8 1/4" = 1'-0"ENLARGED PLAN - TECH LAB 1 1/4" = 1'-0"WEST TECH ED 6 1/4" = 1'-0"NORTH TECH LAB 21 1/4" = 1'-0"NORTH TECH ED 22 1/4" = 1'-0"SOUTH TECH ED 7 1/4" = 1'-0"INTERIOR ELEVATION @ KEYBOARD - WEST 10 1/4" = 1'-0"INTERIOR ELEVATION @ KEYBOARD - NORTH 25 2 06.10.2016 100% DESIGN DEVELOPMENT 4 11.16.2016 ISSUE FOR BID 01 A3.21 07 A3.21 13 A6.13 27 A1.67 C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:02:38 AM 1/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ELEVATIONS - CAFETERIA A6.12 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"INTERIOR ELEVATION @ CAFETERIA WEST 01 1/4" = 1'-0"INTERIOR ELEVATION @ CAFETERIA NORTH 05 1/4" = 1'-0"INTERIOR ELEVATION @ CAFETERIA EAST 02 1/4" = 1'-0"INTERIOR ELEVATION @ CAFETERIA SOUTH 04 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 4B 4B 1B 1B 1B FINISHED FLOOR 17' - 4" 4' - 9"19' - 9 1/8"4' - 1 3/8" PT-3 PT-3 18' - 0" 7 1/4" 28' - 6 7/8" PT-3PT-3 PT-4 PL-1 PL-1 FINISHED FLOOR MARKER BOARDTACK BOARD TACK BOARD 13' - 2" 13' - 2"6' - 10 1/8" 6' - 1 7/8" 11' - 0" 4' - 0" 3' - 0" PT-3 1' - 4" 1' - 3 1/8" 1' - 1 5/8" 4' - 7 1/8" 10' - 7 1/4"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"2' - 11 5/8" 9' - 0" 9' - 0" 2' - 0" 12' - 0 1/2" 6' - 7 3/4" 6' - 4 1/2" 4' - 11" 6' - 8" 15' - 0 1/4" PT-3 PT-3 PL-1 8" 05 A6.13 4 A6.13 16 A6.13 EJ EI EH EG EF 17 A6.13 35 A6.13 932 SF DRAMA 1510 1,026 SF 324 SF DRAMA STORAGE 1510A 350 SF 165 SF DRAMA STAGE 1018 150 SF E6 E8E7 LEVEL 1 0' - 0" LOW ROOF 14' - 8" HIGH ROOF 22' - 0" T.O. LOW PARAPET 16' - 8" E5 6" 6" 6" 6" 1' - 0"1' - 6 1/2"5 1/2" E4 C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:02:46 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED PLAN - DRAMA + STAGE A6.13 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"INTERIOR ELEVATION @ DRAMA - NORTH 05 1/4" = 1'-0"INTERIOR ELEVATION @ DRAMA - SOUTH 4 1/4" = 1'-0"INTERIOR ELEVATION @ DRAMA - WEST 16 1/4" = 1'-0"DRAMA STORAGE ELEVATION 35 3/8" = 1'-0"DRAMA OFFICE ELEVATION 29 1/4" = 1'-0"INTERIOR ELEVATION @ DRAMA EAST 17 1/4" = 1'-0"DRAMA 1 3/4" = 1'-0"SECTION THROUGH STAGE STEPS 13 2 06.10.2016 100% DESIGN DEVELOPMENT 4 11.16.2016 ISSUE FOR BID 1"/ 12" RAMP PL-5 PL-5 PL-5 PL-5 PL-5 TO CORRIDOR TO CORRIDOR PT-1 PL-1 PT-3 13 A3.21 PT-5 19 A3.21 TACK BOARD PL-5 MARKER BOARD MARKER BOARD WITH MUSIC LINES MEDIA SCREEN PL-5 C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:02:54 AM 1/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED PLAN - BAND HALL 1 A6.14 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"INTERIOR ELEVATION @ BAND HALL - NORTH 02 1/4" = 1'-0"INTERIOR ELEVATION @ BAND HALL - SOUTH 01 1/4" = 1'-0"INTERIOR ELEVATION @ BAND HALL - EAST 16 1/4" = 1'-0"INTERIOR ELEVATION @ BAND HALL - WEST 17 2 06.10.2016 100% DESIGN DEVELOPMENT 4 11.16.2016 ISSUE FOR BID FINISHED FLOOR PT-5 PL-5 PT-1 TO CORRIDOR B-3 MARKER BOARD MARKER BOARD WITH MUSIC LINES B-3 PT-5 2' - 10" 4' - 0"MEDIA SCREENTACK BOARD PT-1 PT-5 PL-5 C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:02:59 AM 1/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED PLAN - BAND HALL 2 A6.15 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"INTERIOR ELEVATION @ PRACTICE BAND HALL - NORTH 02 1/4" = 1'-0"INTERIOR ELEVATION @ PRACTICE BAND HALL - SOUTH 01 1/4" = 1'-0"INTERIOR ELEVATION @ PRACTICE BAND HALL - EAST 17 1/4" = 1'-0"INTERIOR ELEVATION @ PRACTICE BAND HALL - WEST 16 2 06.10.2016 100% DESIGN DEVELOPMENT 4 11.16.2016 ISSUE FOR BID MARKER BOARD MARKER BOARD WITH MUSIC LINES FINISHED FLOOR PT-1 PT-5 PL-5 PL-5 PL-5 TO CORRIDOR TO CORRIDOR PT-3 PL-1 PT-5 B-3 TACK BOARD B-3 PL-5 PL-5 PL-1 PT-5PT-3 PT-1 MEDIA SCREEN C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:03:04 AM 1/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED PLAN - CHORAL A6.16 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"INTERIOR ELEVATION @ CHORAL - NORTH 02 1/4" = 1'-0"INTERIOR ELEVATION @ CHORAL - SOUTH 01 1/4" = 1'-0"INTERIOR ELEVATION @ CHORAL - EAST 11 1/4" = 1'-0"INTERIOR ELEVATION @ CHORAL - WEST 12 2 06.10.2016 100% DESIGN DEVELOPMENT 4 11.16.2016 ISSUE FOR BID 2B 1K 1K 2B 2B GK 152 SF CONCESSION 1300C 125 SF K1 210 SF MENS RR 1300A J 215 SF WOMEN'S RR 1300B J 330 SF LAUNDRY 3045 350 SF K1 W8 - W8 - W8 - W8 - W8 - W8 - W8 - W8 - W8 - W8 -1300B 1300A 21 A6.20 13 A6.20 15 A6.20 14 A6.20 16 A6.20 04A6.20 10 A6.20 05 A6.20 11 A6.20 17 A6.20 18 A6.20 23 A6.20 G7 1300D 3045.1 1300C 3045.2 W8 - W8 - COMBUSTION AIR INLET RE: MEP EXHAUST VENT RE: MEP CHEMICALS, NIC 4" DRAIN UNIT INCEPTOR 12" X 12" X 5'-6" TROUGH RE: STRUCTURAL 4 4 9 95 33 2 1 1 333 7 7 7 2 4 4 W8 - 9 95 5' - 7 7/8" 4' - 3 7/8" 7' - 6 1/2" 1' - 1 3/8" 6' - 7 1/2" 11' - 5 3/4" 36' - 8 7/8" 9' - 7 5/8" 1' - 4 3/4" 10 1/2" 4' - 0 3/4" 5' - 2 1/8" 2' - 0 3/8" 1' - 0 5/8" 1' - 11 5/8" 2' - 7 3/8" 5' - 1 3/4" 4' - 0 3/4" 1' - 6 1/8" 1' - 4 3/4" 15 3' - 1" 3' - 1" 4' - 7 3/4" 2' - 7" 3' - 3 1/4" 2' - 7" 3' - 3 1/4" STAINLESS STEEL GRAB BAR 36" LONG1 STAINLESS STEEL GRAB BAR 42" LONG2 SURFACE MOUNTED TISSUE DISPENSER, OFCI3 SURFACE MOUNTED SOAP DISPENSER, OFCI5 SURFACE MOUNTED TAMPON VENDOR, OFCI6 SURFACE MOUNTED NAPKIN DISPOSAL, OFCI FRAMED 1/4" PLATE GLASS MIRROR 18" X 36" 7 8 FRAMED 1/4" PLATE GLASS MIRROR 24" X 36"9 ROBE HOOK10 URINAL SCREEN 18" X 48"11 ADJUSTABLE CHANGING TABLE12 HIGH/ LOW WATER FOUNTAIN W/ BOTTLE FILLER RE: PLUMBING SURFACE MOUNTED PAPER TOWEL ROLL DISPENSER, OFCI4 15 BABY CHANGING TABLE13 MOP BASIN AND UTILITY HOLDER RE: PLUMBING 14 SHOWER HEAD UNIT RE: PLUMBING 16 ADA SHOWER FIXTURE UNIT (SHOWER HEAD & WAND) & ADA KIT (SHOWER SEAT & HANDRAILS) RE: PLUMBING 17 ROD & SHOWER CURTAIN18 2' - 0" 7' - 0"9' - 0" 17' - 11 1/4" 2' - 11 5/8" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 11 5/8" ROLL UP WINDOW COMMERCIAL REFRIGERATOR 2' - 0"14' - 10 5/8" 2' - 1 1/2"2' - 6"2' - 6"2' - 0" 2' - 6"2' - 6"2' - 6" 3 1/2" 1' - 4" FILLER PIECE 9' - 1 1/2" 4 4 EDGE OF FURR-OUT 9 9 5 10" 8' - 0" 2" 2" 8' - 0" 10" 9' - 0"1 2" 8' - 0" 10" 9' - 0" 10" 8' - 0" 2" 9' - 0" 11' - 2 3/4"7 5/8"5' - 0 1/4" 1 10" 8' - 0" 2" 6' - 10"9' - 0" 4 4 99 5 7 5/8"3' - 8 1/4"7 5/8"6' - 10 7/8" 2" 8' - 0" 10" 9' - 0" 2" 8' - 0" 10" 9' - 0" 10" 8' - 0" 2" 9' - 0" 10 1/2" 4' - 0 3/4" 7' - 9" 12' - 8 3/8" 2' - 10" 2' - 0" 3' - 0" 1' - 2" 9' - 0" 1' - 0" 3' - 0" 3' - 0" 2' - 0" 2' - 6" 2' - 6" 2' - 6" 2"1' - 4"FILLER PIECE 4" BACKSPLASH C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:03:16 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED PLANS & ELEVATIONS - ATHLETICS LOBBY, CONCESSIONS & RR A6.20 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"ENLARGED PLAN - ATHLETIC'S CONCESSION, RR + LAUNDRY 01 1/16" = 1'-0"TOILET ACCESSORIES LEGEND 1/4" = 1'-0"INTERIOR ELEVATION - LAUNDRY - EAST 21 1/4" = 1'-0"INTERIOR ELEV - CONCESSION - N 17 1/4" = 1'-0"INTERIOR ELEV - CONCESSION - S 18 1/4" = 1'-0"INTERIOR ELEV - GYM WOMEN'S RR - N 04 1/4" = 1'-0"INTERIOR ELEV - GYM WOMEN'S RR - S 05 1/4" = 1'-0"INTERIOR ELEV - GYM WOMEN'S RR - E 10 1/4" = 1'-0"INTERIOR ELEV - WOMEN'S RR - W 11 1/4" = 1'-0"INTERIOR ELEV - ATHLETIC MEN'S RR - N 13 1/4" = 1'-0"INTERIOR ELEV - ATHLETIC MEN'S RR - S 14 1/4" = 1'-0"INTERIOR ELEV - ATHLETIC MEN'S RR - E 15 1/4" = 1'-0"INTERIOR ELEV - ATHLETIC MEN'S RR - W 16 1/4" = 1'-0"INTERIOR ELEV - CONCESSION - E 23 4 11.16.2016 ISSUE FOR BID GYM WALL PADGYM WALL PAD TYP. CM-1 FIBERGLASS BACKSTOP FIBERGLASS BACKSTOP 4' - 0"SCOREBOARD 6' - 0" TYP. 2' - 0" TYP 1' - 0" 6' - 0" 1' - 0" CM-1 GLASS BACKSTOP GYM WALL PAD GYM WALL PAD VOLLEYBALL NET FIBERGLASS BACKSTOP FIBERGLASS BACKSTOP CM-1 CM-1 GYM WALL PADGYM WALL PAD 2' - 0" 6' - 0" MOTORIZED BACKBOARD IN MAIN GYMNASIUM ONLY GLASS BACKSTOP VOLLEYBALL NET C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:03:22 AM 1/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED PLANS & ELEVATIONS - GYMNASIUM A6.21A ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"EAST GYMNASIUM 02 1/4" = 1'-0"SOUTH GYMNASIUM 05 1/4" = 1'-0"WEST GYMNASIUM 01 1/4" = 1'-0"NORTH GYMNASIUM 04 4 11.16.2016 ISSUE FOR BID 1B 2B 2B 05 A6.21A 01 A6.21A 02 A6.21A 1S T 4 S E AT S 5 S E AT S 1S T 7 S E AT S 14 S E AT S 7 S E AT S 7 S E AT S 14 S E AT S 7 S E AT S 52 S E AT S 1S T 1S T 373 SEATS & 6 ADA SEATS 14 S E A T S 14 S E A T S 04 A6.21A 24 / A6.21B 50' - 0" 84' - 0" VB INSERT RE: 16/ A6.21B VB INSERT RE: 16 / A6.21B CENTER LINE AND NET VB INSERT RE: 16 / A6.21BVB INSERT RE: 16 / A6.21B SHORT COURT CONFIGURATION LOGO TO BE DETERMINED SHORT COURT CONFIGURATION NOTE: ALL COURT STRIPING, 2" WIDE WD-1 WD-1 VOLLEYBALL STRIPING O.C. VB INSERT RE: 16 / A6.21B VB INSERT RE: 16 / A6.21B GYM WALL PADS GY M W A L L P A D S GY M W A L L P A D S GYM WALL PADS 6' - 0" 21' - 0" 17' - 0" 80' - 0" 4' - 6" 4' - 6" 21' - 0" DRINKING FOUNTAIN SC O R E B O A R D #4 REINF. BARS @12" O.C 5"-0" LONG 6" 6" 6" 6" 2' - 6" 1' - 2" 2 1/2" NON-SHRINK GROUT REINFORCING RE: STRUCTURAL WOOD GYM FLOOR FLOOR PLATE FLUSH W/ FINISH FLOOR SQUARE METAL SLEEVE #4 - REINF. BARS WOOD BLOCKING CONCRETE 5" MINIMUM 0 X 10" HOLE 59' - 0" ALL COURT STRIPING, 2" WIDE, TYPICAL SIDELINE SIDELINE 29' - 6" 29' - 6"29' - 6" CENTERLINE AND NET 1' - 0"50' - 0"1' - 0" TYP TYP 12' - 0" 19' - 0" 6' - 0" 7' - 0" 1' - 0" 3' - 0" 3' - 0" 3' - 0" 2" PAINT LANES SOLID @ MAIN COURTS ALL COURT STRIPING, 2" WIDE, TYPICAL 1' - 3" C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:03:27 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 GYMNASIUM STRIPING PLAN A6.21B ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"GYMNASIUM STRIPING PLAN 1 3/4" = 1'-0"VOLLEYBALL INSERT 16 3/4" = 1'-0"VOLLETBALL INSERT DETAIL 21 1/4" = 1'-0"VOLLEYBALL AREA (TYPICAL)23 1/4" = 1'-0"HALF COURT AREA (TYPICAL) 24 NOTE: FOR INFORMATION REGARDING COURT STRIPING, REFER TO NCAA STANDARDS AND THE NATIONAL FEDERATION OF STATE SCHOOL ASSOCIATIONS 4 11.16.2016 ISSUE FOR BID 2B 2B 4 A6.22 5 A6.22 2 A6.22 3 A6.22 PRACTICE GYM 1320 VB I N S E R T RE : 1 6 / A 6 . 2 1 B VB I N S E R T RE : 1 6 / A 6 . 2 1 B VB INSERT RE: 16 / A6.21B VB INSERT RE: 16 / A6.21B VB I N S E R T RE : 1 6 / 6 . 2 1 B VB I N S E R T RE : 1 6 / A 6 . 2 1 B 50' - 0" 84' - 0" LOGO TO BE DETERMINED NOTE: ALL COURT STRIPING, 2" WIDE WD-1 WD-1 RE: COMPETITION GYM FOR TYPICAL NOTES AND DIMESNIONS 29' - 6" 59' - 0" GYM WALL PADS GYM WALL PADS GYM WALL PADS GYM WALL PADS GYM WALL PADS GYM WALL PADS GYM WALL PADSMANUAL OPERATED CRANK IN PRACTICE GYM ONLY NOTE: COORDINATE WALL PADS WITH ELECTRICAL 10' - 0" 10' - 0" VOLLEYBALL NET WITH GROUND SLEEVES & POLE PADS 2' - 0" 6' - 0" GYM WALL PAD GYM WALL PAD FIBERGLASS BACKBOARD FIBERGLASS BACKBOARD CM-1 GL-12GL-12GL-12 GL-12 16 A4.10 10' - 0" GYM WALL PAD GYM WALL PAD CM-1 10' - 0" FIBERGLASS BACKBOARD 10' - 0" 2' - 0" 6' - 0" GYM WALL PAD GYM WALL PAD CM-1 FIBERGLASS BACKBOARD 2' - 0" 6' - 0" GYM WALL PADGYM WALL PAD 10' - 0" CM-1 FIBERGLASS BACKBOARD FIBERGLASS BACKBOARD C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:03:35 AM 1/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED PLANS & ELEVATIONS - PRACTICE GYM A6.22 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"ENLARGED PLAN @ PRACTICE GYM 1 1/4" = 1'-0"NORTH PRACTICE GYM 3 1/4" = 1'-0"WEST PRACTICE GYM 2 1/4" = 1'-0"EAST PRACTICE GYM 4 1/4" = 1'-0"SOUTH PRACTICE GYM 5 4 11.16.2016 ISSUE FOR BID GI FC GF GD GC G8G6G7 GH G9 GE 3' - 1" 3' - 1" CLR 5' - 0" 4 A6.24 21 A6.24 19 A6.24 20 A6.24 24 A6.24 22 A6.24 34 A6.24 31 A6.24 32 A6.24 33 A6.24 GIRL'S COACHES' OFFICE 3044B COACHES' LOCKERS 3044F COACHES' RR 3044G GIRL'S ATHLETIC LOCKERS 3044C GIRL'S RR + SHOWERS 3044D GIRL'S PE LOCKERS 3044E 446 1' - 9 1/8" 4' - 11 7/8" 10 1/8" 4' - 2 3/4" 3' - 6" BENCH 3' - 0 7/8" 3' - 1" 3' - 1" 3' - 1" 4' - 3 3/8" 6' - 10 1/2" 1' - 2" 13' - 11 1/8" 4' - 1 5/8" 1' - 1 5/8" 1' - 5 5/8" 3' - 5" 6 3/4" 21' - 11 1/2" 1' - 10" 33' - 3 5/8" 3' - 1" 3' - 1" 3' - 1" 3' - 1" 3' - 1" 3' - 1" 6' - 2 1/2" 1' - 4" 9" 6' - 4 1/2" 1' - 2" 3' - 7 1/4" 3' - 1" 3' - 1" 3' - 1" 5' - 0" 1' - 3 3/4" 6' - 9 5/8" 4' - 4 3/4" 6' - 7 5/8" CLR 4' - 9 5/8" 10' - 7 3/4" 8' - 0 7/8" 5' - 10 3/4" 2' - 0 1/4" 4' - 6 3/8"4' - 6 3/8" EQ EQ EQ EQ 4' - 6 1/2"4' - 6 1/2" 13' - 6" 3' - 0" 7' - 0 1/8" 1' - 6" 3' - 6" 3' - 6 1/8" 6' - 7 3/4" 9' - 0" BENCH 7' - 6" BENCH 2' - 0"9' - 0 3/4"3' - 0"9' - 1" 2' - 1 5/8" CLR 5' - 0 1/2" 6' - 0" 14' - 3 1/4" 1' - 4 5/8" ADA TYPE B ADA TYPE B ADA TYPE B ADA TYPE B ADA TYPE B ADA TYPE B ADA TYPE B ADA TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B 2' - 0 1/4"1' - 3 3/4" 22' - 6" 1' - 6" TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B ADA BENCH FINISH PANEL, TYP. 79 DOUBLE TIER LOCKERS = 150 INDIVIDUAL LOCKERS & 8 ADA LOCKERSALIGN W8 - W8 - W8 - W8 - P3 - W6 - W8 - W6 - P6 -P6 - W6 - W8 - W6 - P6 - W6 - W6 - W6 - P6 - P3 - P3 - P3 - W6 - W6 - W6 - P3 - W6 - W6 - 3044C 3044B 3044E 3044F 3044G 3044 TYPE B TYPE B ADA TYPE B TYPE B TYPE B TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C ADA TYPE C TYPE C TYPE C TYPE C TYPE C ADA TYPE C 3 7 3 7 3 7 3 7 3 7 2 1 55 999 16 16 16 16 16 16 16 17 10 10 10 10 10 10 10 ADA BENCH 15 5 8 4 2 3 7 117 ADA BENCH TY P E C AD A TYPE C TYPE C ADA ADA BENCH 17' - 3 5/8" 2' - 0 3/8" 4' - 5 5/8" 12' - 4 1/4" 7' - 4 1/8" 5' - 1" 6' - 6" BENCH 1' - 11 3/4" 7' - 0 1/4" 1' - 11 3/4" 7' - 0 1/4" 1' - 11 3/4" 7' - 0 1/4" EQ EQ 3' - 8" 3' - 8" ADA TYPE C ADA TYPE C ADA TYPE C ADA TYPE C ADA TYPE C TY P E C TY P E C TY P E C TYPE C ADA 152 SIX TIER LOCKERS= 912 INDIVIDUAL LOCKERS, INCLUDING 46 INDIVIDUAL ADA LOCKERS TY P E C FINISH PANEL, TYP. FILLER PIECE, TYP. 11' - 8 1/8" 5' - 5 5/8" EQ EQ 3' - 0" 11' - 0" BENCH 11' - 0" BENCH 11' - 0" BENCH 18' - 0" BENCH 63' - 2 1/8" 49' - 2 5/8" 3' - 6" BENCH 18 W6 - TYPE C ADA TYPE C ADA TYPE C ADA TYPE C ADA TYPE C ADA TYPE C ADA TYPE C ADA TYPE C ADA TYPE C ADA TYPE C ADA TYPE C ADA TY P E C AD A TY P E C AD A 18 18 18 18 18 18 18 5' - 2 7/8" 3' - 1" 3' - 1" 3' - 1" 3' - 1" 3' - 1" 3' - 1" 3' - 0" W8 - W8 - P3 - 18 STAINLESS STEEL GRAB BAR 42 LONG2 SURFACE MOUNTED TISSUE DISPENSER, OFCI3 SURFACE MOUNTED SOAP DISPENSER, OFCI5 SURFACE MOUNTED TAMPON VENDOR, OFCI6 SURFACE MOUNTED NAPKIN DISPOSAL, OFCI FRAMED 1/4" PLATE GLASS MIRROR 18" X 36" 7 8 FRAMED 1/4" PLATE GLASS MIRROR 24" X 36"9 ROBE HOOK10 URINAL SCREEN 18" X 48"11 ADJUSTABLE CHANGING TABLE12 HIGH/ LOW WATER FOUNTAIN W/ BOTTLE FILLER RE: PLUMBING SURFACE MOUNTED PAPER TOWEL ROLL DISPENSER, OFCI4 15 BABY CHANGING TABLE13 MOP BASIN AND UTILITY HOLDER RE: PLUMBING 14 SHOWER HEAD UNIT RE: PLUMBING 16 ADA SHOWER FIXTURE UNIT (SHOWER HEAD & WAND) & ADA KIT (SHOWER SEAT & HANDRAILS) RE: PLUMBING 17 ROD & SHOWER CURTAIN18 1' - 0" GIRL'S & BOY'S P.E. LOCKERS TYPE C PLAN 9" CONTINUOUS CONCRETE CURB, TYP. FRONT ELEVATION SIDE ELEVATION ADA FRONT ELEVATION ADA SIDE ELEVATION 4" FINISHED FLOOR1' - 3" 4' - 0" 1' - 0" CONTINUOUS SLOPING HOOD, TYP. 1' - 0" 1' TYP. RE: PLAN FOR DIMENSIONS VARIES BENCH LOCKER BENCH WIDTH ELEVATION FRONT ELEVATION TYP. 1' - 0" FINISHED FLOOR ADA BENCH WIDTH ELEVATION TYP. 1' - 8" LOCKER BOTTOM TYP. 1' - 6" TYP. 1' - 6" COACHES' LOCKERS 1' - 6" TYPE B 1' - 3" CONTINUOUS CONCRETE CURB, TYP.4" FINISHED FLOOR ADA PLAN ADA TYPE B 1' - 3" 4' - 0" 1' - 6" 3' TYP. 1' - 6" 1' - 3" CONTINUOUS SLOPING HOOD, TYP. ADA TYPE C ADA PLAN GENERAL NOTES: • PROVIDE CONTINUOUS MATCHING PREFINISHED SLOPING HOOD ON ALL LOCKERS • PROVIDE MATCHING PREFINISHED PANEL @ ALL EXPOSED UNIT ENDS • PROVIDE MATCHING PREFINISHED FILLER PANELS • PROVIDE GROMMETS LOCATIONS @ KNEE SPACE TYP • ALL EXPOSED TILE SHALL BE BULLNOSE TILE 8' - 10" 2" 26' - 8 1/2" 10 18 16 10 18 16 10 18 16 10 18 16 10 18 16 10 18 16 10 18 16 17 1' - 2 1/4" 3' - 0 3/4" 11" 21' - 7 1/4" 9' - 0" 1' - 6" BUILT-IN BENCH , TYP. 1 6' - 10" 0" 8' - 10" 2" 9' - 0" 4' - 6"1' - 7 3/4"5' - 0"11' - 10 1/8" OPEN TO BEYOND EDGE OF FURR-OUT 4 46 8' - 10" 2" 9' - 0" 7' - 6 1/4" 9 9 9 55 2" 8' - 10" 9' - 0" 1' - 6" 3' - 0" 1' - 6" 1' - 6" 3' - 0" 1' - 6" 1' - 6" 3' - 0" 1' - 6" 18' - 0" 2' - 6" 2' - 0" 2' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" KNEE SPACE KNEE SPACE KNEE SPACE SCHED. BASE 4" BACKSPLASH PENCIL DRAWER, TYP. 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 1' - 6" 3' - 0" 1' - 6" 1' - 6" 3' - 0" 1' - 6" 1' - 6" 3' - 0" 1' - 6" 18' - 0" 2' - 6" 2' - 0" 2' - 6"KNEE SPACEKNEE SPACE KNEE SPACE PENCIL DRAWER, TYP. SCHED. BASE 4" BACKSPLASH 5' - 0"6' - 9 1/2" 45 8 1 8' - 10" 2" 2 3 7 2" 8' - 10" 1' - 1 1/4" 6' - 0 1/2" 2" 8' - 10" 17 18 2" 0" 7' - 0" C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:03:49 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED PLANS & ELEVATIONS - GIRL'S LOCKER RM, TOILET, SHOWER A6.24 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"ENLARGED PLAN - GIRL'S ATHLETIC & PE LOCKER RM + SHOWER & TOILET 01 TOILET ACCESSORIES LEGEND 1/4" = 1'-0"LOCKER ROOM LEGEND 1/4" = 1'-0"INTERIOR ELEVATION @ GYM GIRL'S SHOWER 4 1/4" = 1'-0"INTERIOR ELEVATION @ GYM GIRL'S RR - W 21 1/4" = 1'-0"INTERIOR ELEVATION @ GYM GIRL'S RR - N 19 1/4" = 1'-0"INTERIOR ELEVATION @ GYM GIRL'S RR - S 20 1/4" = 1'-0"INTERIOR ELEVATION @ GIRL'S COACHES' OFFICE -W 24 1/4" = 1'-0"INTERIOR ELEVATION @ GIRL'S COACHES' OFFICE -E 22 1/4" = 1'-0"INTERIOR ELEVATION @ GIRL'S COACHES' RR - N 31 1/4" = 1'-0"INTERIOR ELEVATION @ GIRL'S COACHES' RR - E 32 1/4" = 1'-0"INTERIOR ELEVATION @ GIRL'S COACHES' RR - S 33 1/4" = 1'-0"INTERIOR ELEVATION @ GIRL'S COACHES' RR - W 34 4 11.16.2016 ISSUE FOR BID GK GI GC G11 935 SF BOYS PE LOCKER 1306 1,050 SF BOYS ATHLETIC LOCKER 1305 516 SF BOY'S TOILET 1306A 315 SF BOY'S SHOWER 1306B 528 SF COACHES' OFFICE 1304 84 SF COACHES' RR 3044 ADA BENCH G13G12 GE 1' - 5 1/2" 26 A6.25 24 A6.25 23 A6.25 31 A6.25 21 A6.25 25 A6.25 19 A6.25 20 A6.25 22 A6.25 TY P E C AD A AD A TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C AD A TY P E C FILLER PIECE, TYP. TY P E C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C 3' - 0"2' - 0"3' - 1"3' - 0" BENCH3' - 1" 5' - 6 121/128" 3' - 0" BENCH 14' - 0" BENCH 14' - 0" BENCH 3' - 6" BENCH TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C 161 SIX TIER LOCKERS = 966 INDIVIDUAL LOCKERS, INCLUDING 50 ADA LOCKERS FINISHED PANEL, TYP. TY P E C TYPE C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C ADA BENCH TY P E C AD A TY P E C ALIGN TYP. TYPE C TY P E C AD A TY P E C AD A TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TY P E C AD A TY P E C AD A TY P E C AD A TYPE C ADA TYPE C ADA TYPE C ADA TYPE C ADA TYPE C ADA AD A TY P E C AD A TY P E C AD A TY P E C AD A TY P E C AD A TY P E C AD A TY P E C AD A TY P E C AD A TY P E C AD A TY P E C AD A TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE CTYPE C TY P E C TY P E C TY P E C TY P E C TY P E C TY P E C 10' - 0" BENCH ADA BENCH 20' - 6" BENCH 20' - 6" BENCH TYPE B 16 10 3 2 4 17 16 10 16 10 16 10 16 10 16 10 16 10 3 3 1 4 TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B ADA TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B ADA TYPE B ADA TYPE B ADA TYPE B ADA TYPE B ADA TYPE B ADA TYPE B ADA TYPE B ADA TYPE B ADA TYPE B TYPE B 4' - 6" BENCH 3' - 0" BENCH 3' - 0" BENCH 4' - 6" BENCH 3' - 6" BENCH TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B ADA TYPE B W8 - W8 - W8 - W8 - W8 - W8 - W8 - W8 - W8 - W8 - P3 - W6 - W6 - W6 - W6 - W6 - W6 - W6 - W6 - W6 -W8 - W8 - W8 - W8 - P6 - W8 - W8 - W8 - W8 - W8 - W6 - P6 - W8 - B6 - P3 -P3 - P3 - P3 - B6 - W6 - W6 - W6 - W8 - W6 - W6 - W6 - ADA TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B ADA TYPE B ADA TYPE B 15 1300.4 30413039 1305.1 1306.1 1305.2 1306.2 1553.521553.53 1553.54 FINISH PANEL18 17 1 2 4 7 85 4 TYPE B 11 32 A6.25 18 18 18 18 18 18 18 18 ADA BENCH 3' - 6" BENCH 131 DOUBLE TIER LOCKERS = 262 INDIVIDUAL LOCKERS, INCLUDING 14 ADA LOCKERS 5' - 5 3/4" 8 5/8" 4' - 0" 1' - 7 5/8" 24' - 2" 7' - 11" 3' - 11 3/4" 1' - 7 7/8" 6' - 2 3/8" 1' - 6" 9' - 0 1/2" 5' - 1 1/4" 1' - 6 1/4" 12' - 7 1/2" 9' - 5 1/2" 3' - 0 3/8" 5' - 2 5/8" 1' - 7 7/8" 4' - 7 5/8" 29' - 6 3/8" 1' - 10" 1' - 1 5/8" 27' - 0" 4' - 7 5/8" 27' - 7 5/8" 3' - 4" 26' - 3 1/4" 5 5/8" 6 3/4" 5 3/4" 1' - 2 5/8" 5' - 1 1/2" 13' - 0" 3' - 1" 5' - 7 5/8" 4' - 0" 7 5/8" 4' - 8 3/8" 3' - 7 1/4" 11 3/8" 4 3/8" 1' - 8 1/4" 7' - 7 5/8" 3' - 0 3/4" 7' - 6 1/8" 1' - 5 1/8" 2' - 4" 14' - 7 7/8" 5' - 3" 5' - 1 1/8" 3' - 0" 2' - 0" 3' - 0" 1' - 0" 3' - 0" 2' - 0" 3' - 0" 1' - 0" 3' - 0"3' - 2" 3' - 0" 1' - 0" 3' - 1" CLR 2' - 6" 3' - 0" 7' - 6" 3' - 8 3/8"3' - 3" 1' - 0" 3' - 3"3' - 4" 1' - 0" 3' - 4" STAINLESS STEEL GRAB BAR 36" LONG1 STAINLESS STEEL GRAB BAR 42" LONG2 SURFACE MOUNTED TISSUE DISPENSER, OFCI3 SURFACE MOUNTED SOAP DISPENSER, OFCI5 SURFACE MOUNTED TAMPON VENDOR, OFCI6 SURFACE MOUNTED NAPKIN DISPOSAL, OFCI FRAMED 1/4" PLATE GLASS MIRROR 18" X 36" 7 8 FRAMED 1/4" PLATE GLASS MIRROR 24" X 36"9 ROBE HOOK10 URINAL SCREEN 18" X 48"11 ADJUSTABLE CHANGING TABLE12 HIGH/ LOW WATER FOUNTAIN W/ BOTTLE FILLER RE: PLUMBING SURFACE MOUNTED PAPER TOWEL ROLL DISPENSER, OFCI4 15 BABY CHANGING TABLE13 MOP BASIN AND UTILITY HOLDER RE: PLUMBING 14 SHOWER HEAD UNIT RE: PLUMBING 16 ADA SHOWER FIXTURE UNIT (SHOWER HEAD & WAND) & ADA KIT (SHOWER SEAT & HANDRAILS) RE: PLUMBING 17 ROD & SHOWER CURTAIN18 1' - 0" GIRL'S & BOY'S P.E. LOCKERS TYPE C PLAN 9" CONTINUOUS CONCRETE CURB, TYP. FRONT ELEVATION SIDE ELEVATION ADA FRONT ELEVATION ADA SIDE ELEVATION 4" FINISHED FLOOR1' - 3" 4' - 0" 1' - 0" CONTINUOUS SLOPING HOOD, TYP. 1' - 0" 1' TYP. RE: PLAN FOR DIMENSIONS VARIES BENCH LOCKER BENCH WIDTH ELEVATION FRONT ELEVATION TYP. 1' - 0" FINISHED FLOOR ADA BENCH WIDTH ELEVATION TYP. 1' - 8" LOCKER BOTTOM TYP. 1' - 6" TYP. 1' - 6" GIRL'S & BOY'S ATHLETIC LOCKERS COACHES' LOCKERS 1' - 6" TYPE B PLAN 1' - 3" CONTINUOUS CONCRETE CURB, TYP. FRONT ELEVATION SIDE ELEVATION ADA FRONT ELEVATION ADA SIDE ELEVATION 4" FINISHED FLOOR ADA PLAN ADA TYPE B 1' - 3" 4' - 0" 1' - 6" 3' TYP. 1' - 6" 1' - 3" CONTINUOUS SLOPING HOOD, TYP. ADA TYPE C ADA PLAN GENERAL NOTES: • PROVIDE CONTINUOUS MATCHING PREFINISHED SLOPING HOOD ON ALL LOCKERS • PROVIDE MATCHING PREFINISHED PANEL @ ALL EXPOSED UNIT ENDS • PROVIDE MATCHING PREFINISHED FILLER PANELS • PROVIDE GROMMETS LOCATIONS @ KNEE SPACE TYP • ALL EXPOSED TILE SHALL BE BULLNOSE TILE 16 10 17 18 16 10 18 16 10 18 16 10 18 16 10 18 16 10 18 1' - 0" 3' - 1 1/8" 1' - 2 5/8" 21' - 8 1/4" 8' - 10" 2" 9' - 0" BUILT-IN BENCH 1' - 6" 16 10 18 17 A7.60 TYP. 4 4 COUNTER 5' - 0" 12' - 4 5/8" 9' - 7 3/8" OPEN TO BEYOND 8' - 10" 2" 9' - 0" 8' - 10" 2" 9 55 99 11 EDGE OF FURR-OUT EDGE OF FURR-OUT 1 9' - 0" 4' - 0" 7 5/8" 9' - 0 1/8" 7 1/4" 17' - 4 5/8" 6' - 10" 5' - 4 1/8" 3' - 0 3/4" 8' - 10" 2" 9' - 0" 17 18 17 18 1 2" 8' - 10" 9' - 0" 8' - 10" 2" 9' - 0"2 4 7 8' - 4 7/8" 8 45 8' - 11 7/8" 3' - 0 3/8" 8' - 10" 2" 9' - 0" 10' - 3 1/4" 1' - 8 3/4" 1' - 6" 3' - 0" 1' - 6" 1' - 6" 3' - 0" 1' - 6" 4' - 4 1/4" 2' - 6" 2' - 0" 2' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 0" KNEE SPACE KNEE SPACE PENCIL DRAWER, TYP. 4" BACKSPLASH 2' - 6" 2' - 0" 2' - 6" 1' - 6" 3' - 0" 1' - 6" 1' - 6" 3' - 0" 1' - 6" 1' - 6" 3' - 0" 1' - 6" 1' - 6" 3' - 0" 1' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" PENCIL DRAWER, TYP. 4" BACKSPLASHKNEE SPACE KNEE SPACE KNEE SPACE KNEE SPACE 8' - 10" 2" 9' - 0" 1' - 6" 9' - 0 1/2" 4' - 6 5/8" C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:04:05 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED PLANS & ELEVATIONS - BOY'S LOCKER RM, TOILET, SHOWER A6.25 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"ENLARGED PLAN - BOY'S ATHLETIC & PE LOCKER RM + SHOWER & TOILET 01 TOILET ACCESSORIES LEGEND 1/4" = 1'-0"LOCKER ROOM LEGEND 1/4" = 1'-0"INTERIOR ELEVATION @ BOY'S SHOWER - E 31 1/4" = 1'-0"INTERIOR ELEVATION @ BOY'S TOILET - W 21 1/4" = 1'-0"INTERIOR ELEVATION @ BOY'S TOILET - E 22 1/4" = 1'-0"INTERIOR ELEV @ BOY'S COACHES' RR - E 26 1/4" = 1'-0"INTERIOR ELEV @ BOY'S COACHES' RR - S 20 1/4" = 1'-0"INTERIOR ELEV @ BOY'S COACHES' RR - W 19 1/4" = 1'-0"INTERIOR ELEV @ BOY'S COACHES' RR - N 25 1/4" = 1'-0"INTERIOR ELEV @ BOY'S COACHES' OFFICE - E 24 1/4" = 1'-0"INTERIOR ELEV @ BOY'S COACHES' OFFICE - W 23 4 11.16.2016 ISSUE FOR BID 1/4" = 1'-0"INTERIOR ELEVATION @ BOY'S TOILET - N 32 MS 1K 1K 1K 1KMS BH 38 A6.40 40 A6.40 39 A6.40 41 A6.40 TEACHER RR 1 2 8 3 4 6 7 5 1' - 5" 6' - 1" 1' - 7" 9' - 1" W8 - P6 - B6 - W8 - B6 - B6 - 7' - 9" 2' - 2 1/4" 9' - 11 1/4" STAINLESS STEEL GRAB BAR 36" LONG1 STAINLESS STEEL GRAB BAR 42" LONG2 SURFACE MOUNTED TISSUE DISPENSER, OFCI3 SURFACE MOUNTED SOAP DISPENSER, OFCI5 SURFACE MOUNTED TAMPON VENDOR, OFCI6 SURFACE MOUNTED NAPKIN DISPOSAL, OFCI FRAMED 1/4" PLATE GLASS MIRROR 18" X 36" 7 8 FRAMED 1/4" PLATE GLASS MIRROR 24" X 36"9 ROBE HOOK10 URINAL SCREEN 18" X 48"11 ADJUSTABLE CHANGING TABLE12 HIGH/ LOW WATER FOUNTAIN W/ BOTTLE FILLER RE: PLUMBING SURFACE MOUNTED PAPER TOWEL ROLL DISPENSER, OFCI4 15 BABY CHANGING TABLE13 MOP BASIN AND UTILITY HOLDER RE: PLUMBING 14 SHOWER HEAD UNIT RE: PLUMBING 16 ADA SHOWER FIXTURE UNIT (SHOWER HEAD & WAND) & ADA KIT (SHOWER SEAT & HANDRAILS) RE: PLUMBING 17 ROD & SHOWER CURTAIN18 10" 8' - 0" 2" 9' - 0" 2 3 11' - 7 1/4" 2" 8' - 0" 10" 9' - 0" 5 11' - 7 1/4" 6' - 0 1/8" 5' - 7 1/4" OPEN TO BEYOND 2' - 3" 2" 8' - 0" 10" 23' - 0 1/2" 5' - 6 1/2" 29' - 0 1/4" 44 EDGE OF WALL EDGE OF WALL 9' - 10" 1' - 2 1/4" 5' - 0" 1' - 3" 10" 8' - 0" 2" 9' - 0" 9' - 10" 8 8 8 5' - 6 1/2" 23' - 0 1/2" 28' - 7" 11 EDGE OF WALL EDGE OF WALL 55 133 10" 8' - 0" 2" 7' - 9" 6 7 3 2 9' - 0" 10" 8' - 0" 2" 9' - 0"8 4 9' - 1" 1 2" 8' - 0" 10" 9' - 0" 5 7' - 9" 2" 8' - 0" 10" 9' - 1" 9' - 0" 2" 8' - 0" 10" 9' - 0" 11' - 7 1/4" 5' - 7 1/4" 6' - 0" 5 6' - 0 1/8"9' - 3" OPEN TO BEYOND 10" 8' - 0" 2" 9' - 10" 9' - 0"8 8 8 23' - 2 1/2" 5' - 6 1/2" 28' - 9" 1 PAINTED GYP. RE: FINISH SCHEDULE 55 7 7 7 7 3 3 33 10" 8' - 0" 2" 9' - 0" 9' - 10" 64 4 EDGE OF WALL EDGE OF WALL 5' - 6 1/2" 23' - 0 1/8" 28' - 9" 2' - 3" 1' - 3" 2' - 6" 2' - 6 1/4" 1' - 2" A4 A6 AF AG ADMIN. RR - WOMEN 1024 ADMIN. RR - MEN 1023 34 A6.40 33 A6.40 27 A6.40 28 A6.40 36 A6.40 29 A6.40 30 A6.40 35 A6.40 3' - 1" 3' - 0" 3' - 10 7/8" 5' - 3 7/8" 3' - 2" 1' - 1 5/8" 5' - 0 1/4" 6' - 8 1/4" 1' - 10" 4' - 6 1/8" 3' - 11 1/4" 8" 1' - 5 5/8" 5' - 5 3/8" 3 5/8" 11' - 6 3/4" 7 1/4" 11' - 6 3/8" 3' - 1" 2' - 11 7/8" 3' - 7 7/8" 11' - 3 1/8" 5' - 2 5/8" 3' - 2" 2' - 10 1/2" 13' - 0 3/8" B6 - B6 - B6 - P6 - P6 - B6 - P6 - 4 8 8 6B4 - P4 - 5 5 5 5 2 2 1 1 3 7 3 7 3 7 3 3 4 18' - 0 5/8" AE A5 3' - 10 1/2" 8 8 5' - 0" EA BH B5 BI 15 A6.40 17 A6.40 16 A6.40 21 A6.40 04 A6.40 05 A6.40 19 A6.40 JAN BOY'S RR GIRL'S RR 7 3 2 1 7 3 7 3 7 3 5 5 8 8 8 4 6 4 32 1 3 11 5 5 8 8 4 4 14 3' - 7 1/4" 3' - 0" 3' - 1" 3' - 0 7/8" 1' - 6 7/8" 14' - 6" 5' - 0 1/4" 3' - 1" 3' - 1" 3' - 1 5/8" 8' - 1 1/4" 6' - 1 1/2" 8 1' - 8" 5' - 7 1/4" 6' - 0 1/8" P6 - W8 - B6 - B6 - B6 - D8 2 B6 - B6 - W8 - W8 - P6 - W8 - B6 - B6 - B6 - Generic - B6 - W8 - 6' - 7" 5' - 0 1/4" 2' - 4 1/4" 5' - 0 1/4" 6' - 7" 42 A6.40 42 A6.40 OPP HAND 10' - 11 3/8" 18' - 3 1/2" B6 - B6 - 8' - 1 1/4" 4' - 0" 9' - 10 1/2" 12' - 0" 9' - 10 1/2" 4' - 0" 2' - 5 7/8" 5' - 2 1/4" 3' - 1" 3' - 1" 3' - 1 3/4" 8' - 1 1/4" 6' - 1 3/4" OVERHEAD FIRE RATE COILING DOOR W/ DOUBLE PARTITION DOORS RE: DOOR SCHEDULE E1 B6 B7 B8 2' - 0" 4' - 0" 5' - 7 1/4" 1' - 8" 1' - 8" 5' - 7 1/4" 4' - 0" 2' - 0 1/8" EDGE OF FURR-OUT 5' - 0 1/4" 5' - 4" 1' - 4 1/4"1' - 10" 6 2 3 7 10" 8' - 0" 2" 9' - 0" 13' - 0 3/8" 5' - 0 1/4" 18' - 0 5/8" 2" 8' - 0" 10" 9' - 0" EDGE OF FURR-OUT 88 4 5' - 0 3/4" 2' - 6 1/4"1 5/8" 10" 8' - 0" 2" 9' - 0" 5 5 10" 8' - 0" 2" 9' - 0" 3' - 1" 3' - 1 1/2" 1 7 7 7 3 3 3 10" 8' - 0" 2" 9' - 0" 5' - 1 1/2" 12' - 11 1/8" 18' - 0 5/8" 18' - 0 5/8" 3 2 2" 8' - 0" 10" 9' - 0" 5' - 0 1/4"13' - 0 3/8" 03 A3.00 8 8 4 11' - 3 1/8" 11' - 3 1/8" 9' - 0" 10" 8' - 0" 2" EDGE OF FURR-OUT 5 5 7' - 7" 03 A3.00 1 2' - 10 1/2" 3' - 2" 5' - 2 1/4" 11' - 3 1/8" 10" 8' - 0" 2" 9' - 0" 33 9' - 3 1/8" 13' - 2 7/8" 2" 8' - 0"OPEN TO BEYOND GENERAL NOTE: • ALL EXPOSED TILE SHALL BE BULLNOSE TILE C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:04:25 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED PLANS & ELEVATIONS - TOILET ROOM A6.40 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"ENLARGED PLAN @ TEACHER RR 37 TOILET ACCESSORIES LEGEND 1/4" = 1'-0"INTERIOR ELEVATION @ BOYS RR - N 15 1/4" = 1'-0"INTERIOR ELEVATION @ BOY'S RR - S 21 1/4" = 1'-0"INTERIOR ELEVATION @ BOYS RR - E 16 1/4" = 1'-0"INTERIOR ELEVATION @ BOYS RR - W 17 1/4" = 1'-0"INTERIOR ELEV - TYP TEACHER RR - N 38 1/4" = 1'-0"INTERIOR ELEV - TYP TEACHER RR - E 40 1/4" = 1'-0"INTERIOR ELEV - TYP TEACHER RR - S 39 1/4" = 1'-0"INTERIOR ELEV - TYP TEACHER RR - W 41 1/4" = 1'-0"INTERIOR ELEVATION @ GIRL'S RR - S 19 1/4" = 1'-0"INTERIOR ELEVATION @ GIRL'S RR - E 04 1/4" = 1'-0"INTERIOR ELEVATION @ GIRL'S RR - W 05 1/4" = 1'-0"INTERIOR ELEVATION @ ADMIN RR - WOMEN - W 25 1/4" = 1'-0"ENLARGED PLAN @ GIRL'S & BOY'S RR 01 1/4" = 1'-0"INTERIOR ELEV @ ADMIN RR - WMN - N 27 1/4" = 1'-0"INTERIOR ELEV @ ADMIN RR - WMN - S 28 1/4" = 1'-0"INTERIOR ELEV @ ADMIN RR - WMN - E 33 1/4" = 1'-0"INTERIOR ELEV @ ADMIN RR - WMN - W 34 1/4" = 1'-0"INTERIOR ELEV @ ADMIN RR - MEN - N 29 1/4" = 1'-0"INTERIOR ELEV @ ADMIN RR - MEN - S 30 1/4" = 1'-0"INTERIOR ELEV @ ADMIN RR - MEN - E 35 1/4" = 1'-0"INTERIOR ELEV @ ADMIN RR - MEN - W 36 1/4" = 1'-0"INTERIOR ELEV - BOY'S & GIRL'S RR - SO 42 TOILET ROOM GENERAL NOTES 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID MS MS 1K MS 2B 4B 1K 2B 1B 2B AC AD 02 A6.41 05 A6.41 03 A6.41 04 A6.41 PARENT RR 1003A 1' - 6 1/8" 14' - 9 1/2" 1' - 5" 7' - 1" 6 5 4 1 1 3 B6 - P3 - A12 EB B3 77 SF CLINIC RR 1100A 08 A6.41 10 A6.41 09 A6.41 11 A6.41 2376 1 8 4 5 B6 - B6 - B6 - P6 -P6 - 9' - 6" 2' - 2 1/4" 8' - 2 1/8" 1' - 6" 5' - 4 1/8" D8 2 zA3.23 6' - 0" 10" 8' - 0" 2" 9' - 0" 7 3 2 6' - 0" 2" 8' - 0" 10" 9' - 0" 2" 8' - 0" 10" 9' - 0" 14' - 9 7/8" 8 2" 8' - 2" 8" 4 5 1 6 14' - 9 7/8" SURFACE MOUNTED TISSUE DISPENSER, OFCI3 SURFACE MOUNTED SOAP DISPENSER, OFCI5 SURFACE MOUNTED TAMPON VENDOR, OFCI6 SURFACE MOUNTED NAPKIN DISPOSAL, OFCI FRAMED 1/4" PLATE GLASS MIRROR 18" X 36" 7 8 FRAMED 1/4" PLATE GLASS MIRROR 24" X 36"9 ROBE HOOK10 URINAL SCREEN 18" X 48"11 ADJUSTABLE CHANGING TABLE12 HIGH/ LOW WATER FOUNTAIN W/ BOTTLE FILLER RE: PLUMBING SURFACE MOUNTED PAPER TOWEL ROLL DISPENSER, OFCI4 15 BABY CHANGING TABLE13 MOP BASIN AND UTILITY HOLDER RE: PLUMBING 14 SHOWER HEAD UNIT RE: PLUMBING 16 ADA SHOWER FIXTURE UNIT (SHOWER HEAD & WAND) & ADA KIT (SHOWER SEAT & HANDRAILS) RE: PLUMBING 17 ROD & SHOWER CURTAIN18 6 7 3 2 9' - 6" 10" 8' - 0" 2" 9' - 0" 2" 8' - 0" 10" 9' - 0" 9' - 6" 5 8 10" 8' - 0" 2" 9' - 0" 8' - 3" 1 2" 8' - 0" 10" 9' - 0" 8' - 3" 4 EE E10 ED 153 SF DRESSING 1501 186 SF BOY'S RR 1500C 64 SF JAN 1500A 195 SF GIRL'S RR 1500B 12 A6.41 18 A6.41 16 A6.41 17 A6.41 14 A6.41 15 A6.41 23 A6.41 20 A6.41 22 A6.41 21 A6.41 ADA BENCH 8 8 4 5 2 1 3 3 8 8 4 5 2 1 3 7 3 7 B6 -P3 - P3 - 14 15 B6 -YY6 - YY6 - P6 - P6 - B6 - 3' - 0" 3' - 1" 5' - 1 1/2" 2' - 2" 2' - 2" 12' - 9 1/2" B6 -B6 - 6 1501 E8 CLR. 5' - 2" E7 5 4 4 15' - 0" 5' - 2 3/4" 8' - 10 5/8" 8' - 0 3/8" 1' - 3" 7' - 6 1/2" 19' - 0 1/8" 14' - 4 71/128" B6 - 3' - 0" CLR3' - 0" CLR 3' - 0 7/8" 5 EDGE OF WALL EDGE OF WALL IN DISTANCE 4 73 10" 8' - 0" 2" 9' - 0" 7 35 14' - 2 1/8" 2" 8' - 0" 10" 9' - 0"2 4 EDGE OF FURR-OUT 9' - 10" 9' - 10" 9' - 0"8 8 4 55 7' - 1" 19' - 0 1/8" 4 9' - 10" 19' - 6 1/8" 1 9' - 0" 6 7 7 7 3 3 3 11' - 2 3/8" 3' - 11 3/8" 12' - 3 5/8" 10" 8' - 0" 2" EDGE OF WALL EDGE OF WALL IN DISTANCE 7' - 6 1/2" 4' - 9 1/8" 9' - 0" 2" 8' - 10" 9' - 0" 5 12' - 3 5/8" 3 2 4 9' - 10" 19' - 7 3/8" 10" 8' - 0" 2" 9' - 0"1 33 3' - 10 1/2" 4' - 5 1/2" EDGE OF FURR-OUT 4 8 8 5 9' - 10" 9' - 10" 9' - 0" 9' - 0" 4 5 18' - 11 1/8" 4" BACKSPLASH MIRROR OPEN KNEE SPACE PL-12 PL-12 VANITY LIGHTS EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ2 7/8"2 7/8" 19' - 0 1/8" 2' - 0" 4' - 6" 2' - 6" EQ EQ EQ EQ 9' - 0" DUPLEX OUTLET, TYP. COUNTER FILLER, TYP. 1' - 6 3/8"5' - 6" ADA BENCH 1' - 6" 2' - 6" 4' - 6" 7' - 0"PL-12 1' - 0" 2' - 0" 7' - 0 3/8" EJ 58 SF FOOD RR 1433 57 SF LOCKER 143226 A6.41 29 A6.41 27 A6.41 28 A6.41 30 A6.41 2' - 11" 5' - 9 3/8" ADA BENCH TYPE ? TYPE ? TYPE ? 8' - 1" 7' - 1 1/2" 2' - 3 1/4" 7' - 3" 5' - 1 3/8" 1' - 5 1/2" 4 7 3 2 1 8 5 8' - 8 3/8" 1432 1433 W8 - W8 - W8 - W8 -W8 - W8 - W8 - 6 E7 10" 8' - 0" 2" PAINTED CMU RE: FINISH SCHEDULE 8' - 0 7/8" 46 18 2" 8' - 0" 10" 9' - 0" 8' - 0 7/8" 7' - 3" 2" 8' - 0" 10" 9' - 0" 5 7' - 3" 10" 8' - 0" 2" 9' - 0" 73 2 6' - 6" 3' - 9"LOCKER PEDESTAL LOCKER SYSTEM CONTINUOUS SLOPING HOOD ADA BENCH PRE-FINISHED LOCKER SYSTEM - END PANEL 1' - 6" 4' - 6" 6' - 0" GC CF D5 33 A6.41 31 A6.41 24 A6.41 32 A6.41 19 A6.41 209 SF RR 1203B J 117 SF LAUNDRY 1203A A 78 SF CORRIDOR 1203C A 1203B B6 - Exterior P6 - B6 - B6 - B6 -B6 - B6 - 1203A DH D4 13 4 8 5 7 3 2 1 1' - 5" 3' - 9" 1' - 3" 6' - 3" 2' - 0" 3' - 3 1/2" 5' - 6" 10' - 7 1/4" 4' - 7 1/4" 11' - 6" 1' - 6 5/8" 10" 8' - 0" 2" 9' - 0" 1 8' - 0" 10" 13 10" 8' - 0" 2" 9' - 0" TALL CABINET 4 5 3 7 2 8 5' - 6" 4' - 6" 1' - 3" 3' - 0" 1' - 3" 15' - 6" 2' - 0" 1' - 6" 2' - 10" WASHER DRYER OPEN K/S GENERAL NOTE: • ALL EXPOSED TILE SHALL BE BULLNOSE TILE C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:04:52 AM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENLARGED PLANS & ELEVATIONS - TOILET ROOM A6.41 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/4" = 1'-0"ENLARGED PLAN @ PARENT RR 1003A 01 1/4" = 1'-0"ENLARGED PLAN - CLINIC RR 07 1/4" = 1'-0"INTERIOR ELEVATION @ PARENT RR 1003A - N 02 1/4" = 1'-0"INTERIOR ELEVATION @ PARENT RR 1003A - S 03 1/4" = 1'-0"INTERIOR ELEVATION @ PARENT RR 1003A - E 04 1/4" = 1'-0"INTERIOR ELEVATION @ PARENT RR 1003A - W 05 TOILET ACCESSORIES LEGEND 1/4" = 1'-0"INTERIOR ELEVATION @ CLINIC RR - N 08 1/4" = 1'-0"INTERIOR ELEVATION @ CLINIC RR - S 09 1/4" = 1'-0"INTERIOR ELEVATION @ CLINIC RR - E 10 1/4" = 1'-0"INTERIOR ELEVATION @ CLINIC RR - W 11 1/4" = 1'-0"ENLARGED PLAN - GIRL'S & BOY'S RR 13 1/4" = 1'-0"INTERIOR ELEV @ MUSIC GIRL'S RR - N 14 1/4" = 1'-0"INTERIOR ELEV @ MUSIC GIRL'S RR - S 15 1/4" = 1'-0"INTERIOR ELEV @ MUSIC GIRL'S RR - E 16 1/4" = 1'-0"INTERIOR ELEV @ MUSIC GIRL'S RR - W 17 1/4" = 1'-0"INTERIOR ELEV @ MUSIC BOY'S RR - N 20 1/4" = 1'-0"INTERIOR ELEV @ MUSIC BOY'S RR - S 21 1/4" = 1'-0"INTERIOR ELEV @ MUSIC BOY'S RR - E 22 1/4" = 1'-0"INTERIOR ELEV @ MUSIC BOY'S RR - W 23 1/4" = 1'-0"INTERIOR ELEVATION @ DRESSING - E 12 1/4" = 1'-0"INTERIOR ELEVATION @ DRESSING - S 18 1/4" = 1'-0"ENLARGED PLAN - FOOD RR & LOCKER 25 1/4" = 1'-0"INTERIOR ELEVATION @ FOOD RR - N 26 1/4" = 1'-0"INTERIOR ELEVATION @ FOOD RR - S 27 1/4" = 1'-0"INTERIOR ELEVATION @ FOOD RR - E 28 1/4" = 1'-0"INTERIOR ELEVATION @ FOOD RR - W 29 1/4" = 1'-0"INTERIOR ELEVATION @ FOOD LOCKER - S 30 1/4" = 1'-0"ENLARGED PLAN - STRUCTRED LEARNING RR + LAUNDRY 6 1/4" = 1'-0"INTERIOR ELEV - STRUCTURED LC - RR - N 19 1/4" = 1'-0"INTERIOR ELEV - STRUCTURED LC - RR - S 24 1/4" = 1'-0"INTERIOR ELEV - STRUCTURED LC - RR - E 31 1/4" = 1'-0"INTERIOR ELEV- STRUCTURED LC - RR - W 32 1/4" = 1'-0"INTR ELEV - STRUCTURED LC - LAUNDRY 33 TOILET ROOM GENERAL NOTES 2 06.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 2' - 8" 3" VARIES 4 1/2" 4 1/2" 4 1/2" 3" 4 1/2" 3" 11" 1' - 9" L3"X2"X3/8" 1/4" BOLTED CONNECTION HSS 1"X2"X3/16" . . COUNTER TOP FASTENER NOTES: -MTL BRACKET ASSEMBLY TO BE PAINTED FINISH, SATIN WHITE. -NO BACKSPLASH @ BENCH & NICHE COUNTER WIDTH OF UNIT: COUNTER = 2' W NICHE COUNTER = 1' W ADA BENCH = 3" 6" 6" REFER TO ELEVATION FOR HEIGHT 4" BACK SPLASH PL-TBD WRAPPED @ ENDS REFER TO NOTE BELOW FOR WIDTH SCHED. PULLS 1/4" PLYWOOD BACK SCHED BASE 0' - 1 1 / 2 " COUNTERTOP AND 4" BACKSPLASH REFER TO ELEVATIONS FOR FINISH SELECTION AT THIS LOCATION. 1' - 0 " 0' - 0 1 / 4 " 0' - 6 " 0' - 0 1 / 4 " 0' - 6 " 0' - 0 1 / 4 " 2' - 1" 0' - 4 " 0' - 3" 2' - 6 " 0' - 4 " SCHED. PULLS 1/4" PLYWOOD BACK SCHED BASE 0' - 1 1 / 2 " PL-4 COUNTERTOP AND 4" BACKSPLASH PL-3 DRAWER DOORS 0' - 1 0 " 0' - 0 1 / 4 " 0' - 6 " 0' - 0 1 / 4 " 0' - 6 " 0' - 0 1 / 4 " 0' - 6 " 0' - 0 1 / 4 " 2' - 1" 2' - 1 0 " 0' - 4 " 1' - 4 " 2' - 6 " 0' - 4 " 0' - 3" 1/4" PLYWOOD BACK ADJ. M.D.F SHELF BORE HOLES @ 2" O.C. SCHED. PULLS 1' - 0" PL-3 CABINET DOOR UNDER CABINET EQUIPMENT 2' - 1" PL-4 COUNTERTOP AND 4" BACKSPLASH 1/4" PLYWOOD BACK ADJ. M.D.F SHELF; SHELF ONE ONLY ABOVE SINK. BORE HOLES SCHED. PULLS 1' - 0" 2' - 1 0 " 0' - 4 " 1' - 4 " 2' - 6 " PL-3 CABINET DOOR 1' - 8" 0' - 4 " 1' - 2 3 / 4 " 1' - 2 3 / 4 " 0' - 4 3 / 4 " 0' - 4 3 / 4 " 0' - 4 3 / 4 " 0' - 4 3 / 4 " 0' - 4 3 / 4 " 0' - 4 3 / 4 " 0' - 4 3 / 4 " 0' - 5 1 / 2 " 6' - 0 1 / 4 " 3/4" MDF SHELVING WITH PL-2 FINISH SCHED BASE SCHED. PULLS 1/4" PLYWOOD BACK SCHED BASE 0' - 1 1 / 2 " PL-4 COUNTERTOP AND 4" BACKSPLASH 1' - 0 " 0' - 0 1 / 4 " 0' - 6 " 0' - 0 1 / 4 " 0' - 6 " 0' - 0 1 / 4 " 3' - 0" 0' - 4 " 0' - 3" 2' - 6 " 0' - 4 " PL-3 DRAWER FACE SCHED. PULLS 3/4" MDF ADJUSTABLE SHELF BORE HOLES @ 2" O.C. 1/4" PLYWOOD BACK SCHED BASE 0' - 1 1 / 2 " PL-4 COUNTERTOP AND 4" BACKSPLASH PL-3 CABINET DOOR 0' - 0 1 / 4 " 3' - 0" 0' - 4 " 0' - 3" 2' - 6 " 0' - 4 " SCHED. PULLS 3/4" MDF ADJUSTABLE SHELF BORE HOLES @ 2" O.C. 1/4" PLYWOOD BACK SCHED BASE PL-4 COUNTERTOP AND 4" BACKSPLASH PL-1 CABINET DOOR 0' - 0 1 / 4 " 0' - 6 " 0' - 0 1 / 4 " 2' - 0" 2' - 1 0 " 0' - 4 " 0' - 4 " 0' - 3" PL-2 COUNTERTOP AND 4" BACKSPLASH 1' - 1 0 " 3' - 0 " 1/4" PLYWOOD BACK ADJ. M.D.F SHELF BORE HOLES @ 2" O.C. SCHED. PULLS PL-1 CABINET DOOR 1 1/2" 1' - 3" 3/4" MDF ADJUSTABLE SHELF BORE HOLES @ 2" O.C. 1/4" PLYWOOD BACK PL-2 0' - 4 " PL-2 COUNTERTOP AND 4" BACKSPLASH 2' - 0" 0' - 4 " 0' - 3" 2' - 1 0 " 0' - 4 " PL-2 AT ALL EXPOSED SURFACES SCHED. PULLS 3/4" MDF ADJUSTABLE SHELF BORE HOLES @ 2" O.C. 1/4" PLYWOOD BACK PL-2 PL-2 COUNTERTOP AND 4" BACKSPLASH PL-1 CABINET DOOR 0' - 0 1 / 4 " 0' - 6 " 0' - 0 1 / 4 " 2' - 0" 2' - 1 0 " 0' - 4 " 0' - 4 " 0' - 3" 1 1/2" 1/4" PLYWOOD BACK ADJ. M.D.F SHELF BORE HOLES PL-22' - 0" 1' - 3" FOR HEIGHT REFER TO ELEVATION PL-1 SCHEDULED A.D.A SINK 0' - 6 " 0' - 0 " 0' - 1 1 / 2 " PL-2 COUNTERTOP AND 4" BACKSPLASH SCHED. PULLS 1/4" PLYWOOD BACK SCHED BASE PL-1 CABINET DOOR 0' - 4 " 0' - 3" 2' - 10" 4" 2' - 0" 2' - 1 0 " 0' - 4 " PL-2 SKIRT SCHEDULED A.D.A SINK WRAP INSULATION AROUND ALL EXPOSED PIPES (TYP.) LINE OF CLEAR KNEE SPACE SCHED BASE 0' - 6 " 0' - 0 " 0' - 1 1 / 2 " 0' - 6" 0' - 9 " 0' - 8" PL-3 COUNTERTOP AND 4" BACKSPLASH 2' - 2 1 / 2 " 1/4" PLYWOOD BACK ADJ. M.D.F SHELF BORE HOLES SCHED. PULLS 1' - 3" PL-2 CABINET DOOR 3' - 0" FOR HEIGHT REFER TO ELEVATION C S E E I T E R S REG E N R A N BAR D A THI C T E T T A S E 589 5 O F T E XAS D Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team 2016.11.16 C:\Users\will.trotty\Documents\Aldine ISD Intermediate School One Story_ CENTRAL_william.trotty.rvt 11/17/2016 2:04:55 AM 1 1/2" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 MILLWORK SECTIONS & DETAILS A7.60 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1 1/2" = 1'-0"HANGING COUNTER 17 1 1/2" = 1'-0"MILLWORK SECTION 8 15 1 1/2" = 1'-0"MILLWORK SECTION 2 25 1 1/2" = 1'-0"MILLWORK SECTION 17 07 1 1/2" = 1'-0"MILLWORK SECTION 21 01 1 1/2" = 1'-0"MILLWORK SECTION 22 27 1 1/2" = 1'-0"MILLWORK SECTION 23 21 1 1/2" = 1'-0"SECTION AT WORK ROOM 09 1 1/2" = 1'-0"SECTION AT BASE CABINET 23 1 1/2" = 1'-0"SECTION AT BASE CABINET 03 1 1/2" = 1'-0"SECTION AT UPPER CABINET 11 1 1/2" = 1'-0"SECTION AT SINK 13 1 1/2" = 1'-0"SECTION AT SINK 19 1 1/2" = 1'-0"SECTION AT UPPER CABINET 05 4 11.16.2016 ISSUE FOR BID FS-5 17 FS-5 FS-5 13 FS-5 FS-5 11 FS-5 10 FS-5 15 FS-5 8 FS-5 7 FS-5 3 FS-5 2 FS-5 5 FS-56 FS-5 4 FS-518 FS-5 9 16 12 1 14 WAREWASH PREP UTENSIL WASH HAND LAV BY DIV 22 HAND LAV BY DIV 22 HAND LAV BY DIV 22 HAND LAV BY DIV 22 COLD PANCOLD PAN PIZZA GRAVITY SERVERY STORE FRONT GLASS BY ARCHITECT RECEIVING PERFORATED OVERSHELF SETUP PRODUCTION 'A' PREP HOSE BIBB BY 114000HAND LAV BY DIV 22 HAND LAV BY DIV 22 PRODUCTION 'B' PRODUCTION 'D' PRODUCTION 'C' BAKE CAN OPENER COOLER OFFICE FREEZER DRY STORAGE RESTROOM JANITOR JANITOR SINK BY DIV 22 LOCKER HAND LAV BY DIV. 22 (4) H/C WELLSCOLD PAN HAND LAV BY DIV 22 TRADITIONAL (4) H/C WELLS COLD PAN GRAVITY PIZZA P I Z Z A - B A S K E T (4) RFP'S (1) RFPP I Z Z A - B A S K E T TABLE LIMIT SWITCH KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team K:\Dropbox (FDP)\FDP-HOUSTON 2014\ALDINE ISD\TOWNSEN MS - 1 STORY\WORKING R15\FDP TOWNSEN MS 11.15.16.rvt 11/15/2016 4:21:15 PM 3/16" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FS COORDINATION PLAN FS-001 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 11/16/2016 BID ISSUE BID ISSUE 3/16" = 1'-0"1 FOODSERVICE COORDINATION PLAN WAREWASH NOTE: (FOR GRAPHICAL REPRESENTATION ONLY) SECTION 11400 TO VERIFY LOCATION OF REFRIGERATION SYSTEM WITH APPROVED ARCHITECT DRAWINGS. PREP UTENSIL WASH HAND LAV BY DIV 22 HAND LAV BY DIV 22 HAND LAV BY DIV 22 HAND LAV BY DIV 22 COLD PAN SERVERY STORE FRONT GLASS BY ARCHITECT RECEIVING NOTE: 4'-0" RECEIVING DOOR TO HAVE: 1. PEEPHOLE 2. DOOR BELL AUDIBLE THROUGHOUT KITCHEN. 3. CANOPY AND LIGHT BY G.C.PERFORATED OVERSHELF SETUP PRODUCTION 'A' PREP HOSE BIBB BY 114000 HAND LAV BY DIV 22 HAND LAV BY DIV 22 PRODUCTION 'B' PRODUCTION 'D' PRODUCTION 'C' BAKE CAN OPENER COOLER OFFICE FREEZER DRY STORAGE RESTROOM JANITOR JANITOR SINK BY DIV 22 LOCKER HAND LAV BY DIV. 22 (4) H/C WELLS COLD PAN HAND LAV BY DIV 22 TRADITIONAL (4) H/C WELLS COLD PAN GRAVITY PIZZA P I Z Z A - B A S K E T (4) RFP'S (1) RFP P I Z Z A - B A S K E T FS-5 17 FS-5 FS-5 13 FS-5 FS-5 11 FS-5 10 FS-5 15 FS-5 8 FS-5 7 FS-5 3 FS-5 2 FS-5 5 FS-56 FS-5 4 FS-518 FS-5 9 16 12 1 14 FREEZE PROOF HOSE BIBB TABLE LIMIT SWITCH COLD PAN GRAVITY PIZZA SERVERY FOODSERVICE EQUIPMENT SCHEDULE FDP ITEM QTY FDP DESCRIPTION FDP REMARKS 174 1 CONVEYOR OVEN 175A 1 REFRIGERATED PREP TABLE 186 1 PASS-THRU HEATED CABINET- 1DR 190 4 REACH-IN HEATED CABINET- 1DR 192 6 REACH-IN REFRIGERATOR - 1DR 196 5 BACK COUNTER 201 1 SERVING COUNTER 205 2 HEATED MERCHANDISER 206 2 REFRIGERATED AIR SCREEN - 36" 207 1 REFRIGERATED AIR SCREEN - 48" 208 2 HANGING HEAT LAMPS 214 4 CASH REGISTER OWNER FURNISHED 215 8 GUIDE RAIL 217 1 SERVING COUNTER 218 1 SERVING COUNTER 249 1 THREE COMPARTMENT SINK W/DISPOSER 251 1 DISHMACHINE - AM15T 254 2 SOILED & CLEAN DISHTABLE 255 4 MOBILE UTENSIL SHELF 256 1 POWERWASH SINK 615 3 VIDEO MONITOR SYSTEM 619 4 RECESSED GAS VALVE HOUSING 741 1 ROLL-THRU REFRIGERATOR 1DR 802 2 CONDIMENT COUNTER 804 1 TWO BURNER RANGE 807 2 GAS COMBI OVEN 808 1 COOK N HOLD 809 1 KETTLE 811 1 MOBILE HOT PROOFER 812 1 REVERSE OSMOSIS WATER SYSTEM 813 1 WATER FILTER FOR ICE & RO SYS FOODSERVICE EQUIPMENT SCHEDULE FDP ITEM QTY FDP DESCRIPTION FDP REMARKS 101 1 AIR SCREEN 103 1 COLD STORAGE REFRIGERATION SYSTEM 104 2 COLD STORAGE SHELVING 105 4 DUNNAGE RACK 107 1 DRY STORAGE SHELVING 108 2 CAN RACK 109 1 ICE MAKER W/ BIN 110A 1 CLOTHES DRYER 110C 1 CLOTHES WASHER 111 1 CHEMICAL SHELF 112 1 FREEZER STORAGE ASSEMBLY 113 1 COOLER STORAGE ASSEMBLY 120M 1 DISPOSER - 3HP 121 1 TWO COMPARTMENT SINK W/DISPOSER 123 2 DISPOSER - 3HP 124 6 WORKTABLE 125 1 20 QT. MIXER W/STAND 128 6 UTILITY CART 129 2 WORKTABLE W/S.BAR UT.RACK 131 1 FOOD PROCESSOR 138 7 PAN RACK 151 5 FIRE PROTECTION SYSTEM 152 1 EXHAUST HOOD 153 1 EXHAUST HOOD 154 1 EXHAUST HOOD 155 1 EXHAUST HOOD 156 1 EXHAUST HOOD 159 1 CONDENSATE HOOD 161 4 CONVECTION OVEN 164B 1 40 GA. TILT BRAISING PAN 167 1 MOBILE WORKTABLE 168 2 S/S WALL CAP KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team K:\Dropbox (FDP)\FDP-HOUSTON 2014\ALDINE ISD\TOWNSEN MS - 1 STORY\WORKING R15\FDP TOWNSEN MS 11.15.16.rvt 11/15/2016 4:21:17 PM 1/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FS EQUIPMENT PLAN FS-1 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 11/16/2016 BID ISSUE BID ISSUE 1/4" = 1'-0"1 FOODSERVICE EQUIPMENT PLAN ISOMETRIC VIEWS WITHIN THIS DRAWING ARE NOT TO SCALE AND ARE PROVIDED FOR REFERENCE PURPOSES ONLY. ISOMETRIC VIEWS ARE NOT INTENDED FOR REGULATORY APPROVAL, PERMITTING, NOR CONSTRUCTION. REFER TO FLOOR PLANS AND DETAILS FOR SPECIFIC PROJECT INFORMATION. KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team K:\Dropbox (FDP)\FDP-HOUSTON 2014\ALDINE ISD\TOWNSEN MS - 1 STORY\WORKING R15\FDP TOWNSEN MS 11.15.16.rvt 11/15/2016 4:21:21 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FS FACILITY MODEL FS-1A ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 11/16/2016 BID ISSUE BID ISSUE 1 FS FACILITY MODEL ISOMETRIC VIEWS WITHIN THIS DRAWING ARE NOT TO SCALE AND ARE PROVIDED FOR REFERENCE PURPOSES ONLY. ISOMETRIC VIEWS ARE NOT INTENDED FOR REGULATORY APPROVAL, PERMITTING, NOR CONSTRUCTION. REFER TO FLOOR PLANS AND DETAILS FOR SPECIFIC PROJECT INFORMATION. KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team K:\Dropbox (FDP)\FDP-HOUSTON 2014\ALDINE ISD\TOWNSEN MS - 1 STORY\WORKING R15\FDP TOWNSEN MS 11.15.16.rvt 11/15/2016 4:21:29 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FS EQUIPMENT MODEL FS-1B ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 11/16/2016 BID ISSUE BID ISSUE 1 FS EQUIPMENT MODEL ISOMETRIC VIEWS WITHIN THIS DRAWING ARE NOT TO SCALE AND ARE PROVIDED FOR REFERENCE PURPOSES ONLY. ISOMETRIC VIEWS ARE NOT INTENDED FOR REGULATORY APPROVAL, PERMITTING, NOR CONSTRUCTION. REFER TO FLOOR PLANS AND DETAILS FOR SPECIFIC PROJECT INFORMATION. KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team K:\Dropbox (FDP)\FDP-HOUSTON 2014\ALDINE ISD\TOWNSEN MS - 1 STORY\WORKING R15\FDP TOWNSEN MS 11.15.16.rvt 11/15/2016 4:21:49 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FS CAMERA VIEW FS-1C ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 11/16/2016 BID ISSUE BID ISSUE 1 RECEIVING COORIDOR 2 COOLER 3 PREP SINK 4 ICE MACHINE 5 CONVECTION OVENS 6 COMBI OVEN 7 2 BURNER RANGE 8 SETUP 9 COOK N HOLD 10 STEAM KETTLE 11 BRAISING PAN 12 FREEZER 13 WAREWASH 14 MIXER 15 WORKTABLES 16 PASS THRU REFRIGERATOR 17 PIZZA OVEN 18 REACH-IN CABINETS 19 BACK COUNTER 20 PROOFER 4'-0" 2-1/2"" 4'-0" 1' - 8 " 1' - 0 " 2' - 8 " 2. G.C. TO FURNISH AND INSTALL 16 GA. STEEL BACKING IN WALL FOR MOUNTING EQUIPMENT FURNISHED BY SECTION 11 40 00. SECTION 11 40 00 TO FURNISH EXACT DIMENSIONED LOCATIONS. 4. INSTALL PROTECTIVE COVER ON WALK-IN WALLS BEFORE INSTALLING CONCRETE FLOORS & CURBS. 3. WALK-IN DOORS MUST BE LEFT OPEN WHILE INTERIOR CONCRETE WALK-IN FLOOR CURES. 1. CONTRACTOR MUST COORDINATE AND VERIFY ALL DIMENSIONS WITH FOODSERVICE EQUIPMENT SHOP DRAWINGS AND MANUFACTURER'S DATA. DIMENSIONS ARE SHOWN FOR DESIGN AND BIDDING PURPOSES ONLY. SPECIAL CONDITIONS NOTES NOTE: FLOOR SLAB COLD STORAGE ASSEMBLIES TO BE DEAD LEVEL BY G.C. REFER TO SPECIFICATIONS FOR EXTERIOR/INTERIOR FINISH OF WALL PANELS. 4" URETHANE WALL PANEL BEYOND 4" URETHANE WALL PANELS WALL SECTION AT TILE FLOORING CAM LOCK TYPICAL OF ALL SECTION JOINTS TILE &SETTING BED BY DIV. 9 3" URETHANE DOOR STAINLESS STEEL BOTH SIDES DOOR HEATER 4" URETHANE FLOOR PANELS BY SECTION 114000 6 MIL. POLYETHYLENE FLOOR MEMBRANE BY SECTION114000 WALL SECTION AT DOOR FLOOR SLAB BY DIV.3 4" URETHANE WALL PANELS FRAME HEATER ADJUSTABLE NEOPRENE WIPERS 1/8" STAINLESS STEEL SILL PLATE & H HEATER ASSEMBLY WALL SECTION AT EXTERIOR STRUCTURE WALL 8- 1 / 2 " ALUMINUM COVE BASE BY DIV.9 ALUMINUM COVE BASE BY DIV.9NOTE: SECTION 11 40 00 TO COORDINATE FINAL LOCATION OF ALL TRENCH LINERS WITH EQUIPMENT POUR PATH. IRVING SUBWAY CRATING TYPE D REMOVABLE ALUMINUM - WITH 1-1/2" X 3/16" BEARING BARS AND PERIMETER FRAME. 14 GAUGE S/S LINER - 3/4" RADIUSED CORNERS - SLOPE TO KLEIN #1814-1010-100 DRAIN & #1870 -1010-3251 SAFETY CHAIN FIT TAILPIECE TO EXTEND DOWN TO HUB DRAIN. FINISHED FLOOR AS REQUIRED 1"2" SETTING BED ZIP CLIPS 4" HUB DRAIN 1-1/2" 1"2" VE R I F Y 9 " SMOOTH AND LEVEL PLATFORM CONCRETE BY DIVISION 3. AS REQUIRED VE R I F Y 4 " 1" FOIL BACKED INSULATION FARINGS CAPS @ ENDS GREASE CUP S/S REMOVABLE FILTER ACCESS DOORS ASTS-90 THERMAL SENSOR FLUOR. LT. FIXTURE ACCORDIAN STYLE FIRE DAMPER VE R I F Y 6 ' - 1 0 " VE R I F Y 2 ' - 6 " VERIFY 10-1/4"VERIFY 8" VE R I F Y 5 " VE R I F Y 4 " VE R I F Y 2 ' - 6 " NOTE TO G.C. AND CEILING GRID INSTALLERS: FASTENERS FOR CEILING GRID SURROUNDING KITCHEN HOOD MUST NOT PENETRATE HOOD CAPTURE AREA OR HOOD GREASE PLENUM. IMPROPER PENETRATIONS THROUGH HOOD IN THESE AREAS VIOLATE HOOD U.L. PROCEDURE AND LOCAL MECHANICAL CODE. 8 1/2" PIT BY G.C. - DEAD LEVEL RECESS CRITICAL. RE: DETAIL #2 G.C. TO PROVIDE ANTI- SWAY SUPPORT ABOVE FOR MENU SYSTEMS. RECESSED GAS VALVE HOUSING RECESSED GAS VALVE HOUSING RECESSED GAS VALVE HOUSING RECESSED GAS VALVE HOUSING KEC TO COORDINATE SIZE & LOCATION OF TRENCH LINERS W/EQUIPMENT POUR PATH. CRITICAL DIMENSIONS. G.C. TO PROVIDE ANTI- SWAY SUPPORT ABOVE FOR MENU SYSTEMS. 8 1/2" PIT BY G.C. - DEAD LEVEL RECESS CRITICAL. RE: DETAIL #2 1' - 10"2' - 0" 3' - 0 " WALL HEADER ABOVE K.E.C. TO PROVIDE S/S PERIMETER TRIM & REMOVABLE S/S PANEL ABOVE. NOTE: (FOR GRAPHICAL REPRESENTATION ONLY) SECTION 114000 TO VERIFY LOCATION OF REFRIGERATION SYSTEM WITH APPROVED ARCHITECT'S DRAWINGS. WALL HEADER ABOVE FULL HT. WALL 3' - 1" 54" HIGH STUB WALL 7' - 9" FULL HT. WALL 12' - 4" FULL HT. WALL 12' - 4" FIELD VERIFY 24' - 3" FIELD VERIFY 9' - 1" G.C. TO PROVIDE ANTI- SWAY SUPPORT ABOVE FOR MENU SYSTEMS. 5' - 8" 4' - 3" 2' - 0" VFY VFY FIELD VERIFY 16' - 5" FIELD VERIFY 15' - 8" MIN. 1' - 9" 0' - 10" 1' - 4"0' - 10" 1' - 4" 1' - 4" 0' - 10" 1' - 4" 0' - 10" 54" HIGH STUB WALL 4' - 1" FULL HT WALL 6' - 9" S/S CORNER FILLER PANEL 3' - TYPICAL MIN G.C. TO PROVIDE SUPPORT ABOVE FOR HEAT LAMPS. G.C. TO PROVIDE SUPPORT ABOVE FOR HEAT LAMPS. 10" MIN: CLEARANCE ABOVE VERIFY W/EQUIPMENT 6" DEEP TIGHT FITTING S/S RECESSED SLEEVES INSTALLED IN FLOOR TO RECEIVE GUIDE RAIL W/ CLOSED BOTTOM SLEEVES. S/S FLANGE W/ SCREWS #16 GUAGE 1 5/8" 'UNITED SHOWCASE' S/S ALL WELDED TUBING GUIDE RAIL, MODEL #WRD-158. FINISHED FLOOR MAX. O.C. CORE DRILL BY G.C. MAX. O.C. FOODSERVICE MECHANICAL SCHEDULE NO. QTY TYPE SIZE LOCATION CFM S.P. FPM M101 2 EXHAUST 10" X 17" CEILING 1875 EA. 0.65" --- M102 2 SUPPLY 10" X 22" CEILING 1125 EA. 0.30" --- M103 2 EXHAUST 10" X 31" CEILING 3300 0.65" --- M104 4 SUPPLY 10" X 19" CEILING 990 EA. 0.30" --- M105 1 EXHAUST 10" X 15" CEILING 1650 0.65" --- M106 1 SUPPLY 10" X 19" CEILING 990 0.30" --- M107 1 EXHAUST 10" X 17" CEILING 1800 0.65" --- M108 1 SUPPLY 10" X 19" CEILING 1080 0.30" --- M109 1 EXHAUST 12" X 12" CEILING 1125 0.30" --- M110 1 EXHAUST 4" ROUND WALL GRAVITY --- --- NONE3SPECIAL CONDITIONS NOTES N.T.S.2 COLD STORAGE ASSEMBLY DEPRESSION DETAIL N.T.S.4 TRENCH LINER DETAIL N.T.S.5 REFRIGERATION RACK 4" PLATFORM DETAIL N.T.S.6 EXHAUST HOOD DETAIL KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team K:\Dropbox (FDP)\FDP-HOUSTON 2014\ALDINE ISD\TOWNSEN MS - 1 STORY\WORKING R15\FDP TOWNSEN MS 11.15.16.rvt 11/15/2016 4:21:51 PM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FS SPECIAL CONDITIONS / MECH PLAN FS-2 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 11/16/2016 BID ISSUE BID ISSUE 1/4" = 1'-0"1 FOODSERVICE SPECIAL CONDITIONS / MECH PLAN N.T.S.7 32" TALL MS GUIDE RAIL DETAIL CWS HTW IW SLOTS AT THE BASE OF EACH VALLEY TO ALLOW DRAINAGE SLOTS AT THE BASE OF SHELF BACKWALL TO ALLOW DRAINAGE OVERSHELF SECTION DETAIL SHOWN EXAGGERATED FOR CLARITY (NOT TO SCALE) 2° (TYP.) 1. DO NOT ROUGH-IN FROM THIS DRAWING. REFER TO THE FOODSERVICE EQUIPMENT SUPPLIER'S DIMENSIONED SHOP DRAWINGS. 2. DIMENSIONS INDICATED ARE TO BE VERIFIED BY FOODSERVICE EQUIPMENT SUPPLIER AND ADJUSTED AS REQUIRED BY EQUIPMENT AND/OR FIELD CONDITIONS. 3. ACCESSORIES PROVIDED LOOSE WITH FOODSERVICE EQUIPMENT BY SECTION 11 40 00 TO BE FIELD INSTALLED BY DIVISION 22. 4. DRAINAGE AND PIPING SYSTEMS TO BE CLEANED PRIOR TO FINAL CONNECTION WITH FOODSERVICE EQUIPMENT. 5. HAND LAVATORY PROVIDED BY SECTION 11 40 00 AND INSTALLED BY DIVISION 22. DIV. 22 TO PROVIDE HOT WATER TEMPERING VALVE, IF REQ'D. 6. JANITOR SINK/FAUCET PROVIDED AND INSTALLED BY DIVISION 22. 7. INTERCONNECTION OF 1/2" CW TO PRE-RINSE AND DISPOSER'S CONE/BODY INLETS PIPED THRU SOLENOID AND VACUUM BREAKER BY DIVISION 22. ** 8. ENGINEER TO VERIFY W/ LOCAL CODE TO BYPASS OR PIPE THRU GREASE TRAP AND/OR INTERCEPTOR. 9. 6" W.C. AT EQUIPMENT. MECHANICAL GAS SHUT-OFF VALVE BY SECTION 11 40 00. FINAL CONNECTION TO EQUIPMENT AND INSTALLATION OF MECHANICAL GAS VALVE BY DIVISION 22. 10. ALL EXHAUST HOOD CONNECTIONS AND CONDENSATE CONNECTIONS FURNISHED INSTALLED BY DIVISION 22. 11. ALL EXPOSED FIRE SYSTEM PIPING TO BE CHROME PLATED OR STAINLESS STEEL. 12. NUMBER NOT USED. 13. ALL PIPING WITHIN COUNTER BODY OR UNDER FABRICATED COUNTERS TO BE RUN TO A CONNECTION POINT BELOW COUNTER BODY BY SECTION 11 40 00. FINAL CONNECTION BY DIVISION 22. 14. NUMBER NOT USED. 15. QUICK DISCONNECTS TO BE SUPPLIED BY SECTION 11 40 00 W/ALL GAS & WATER EQUIPMENT. 16. PROTECTIVE DEVICES TO PROTECT AGAINST BACK FLOW. BACK SYPHONAGE SHALL BE INSTALLED AT ALL FIXTURES AND EQUIPMENT WHERE BACKFLOW AND/OR BACKSYPHONAGE MAY OCCUR AND WHERE A MINIMUM AIR GAP CANNOT BE PROVIDED BETWEEN THE WATER TO THE FIXTURE OR EQUIPMENT AND ITS FLOOD/LEVEL RIM. TO BE PROVIDED AND INSTALLED BY DIVISION 22. VACUUM BREAKERS, WHEN FURNISHED WITH EQUIPMENT, SHALL OVERRIDE ABOVE, IF ACCEPTABLE WITH APPLICABLE CODES, BUT DIV. 22 TO PIPE WHEN NOT PREPIPED BY FACTORY. INTERCONNECT THRU WATER FILTER TO EQUIPMENT BY DIVISION 22. 17. BACKFLOW PREVENTION BY DIVISION 22 NOTE: WATER AND DRAIN CONNECTIONS INDICATED ARE THOSE REQUIRED FOR THE FOODSERVICE EQUIPMENT AND THOSE REQUIRED FOR SUPPORT EQUIPMENT FURNISHED BY DIVISION 22. FOR ADDTIONAL WATER AND DRAIN REQUIRMENTS REFER TO MECHANICAL DRAWINGS. NOTE: REFER TO ELECTRICAL/MECHANICAL DRAWINGS FOR REQUIREMENTS OF EXHAUST FANS AND MAKE-UP AIR HANDLERS AND LOCATION OF AN INTERLOCK AND START/STOP CONTROLS TO BE LOCATED WITHIN FOODSERVICE AREA BY DIVISION 26. HW CW HTW CWS C SS CR DR FD FS HOT WATER COLD WATER 180 F HOT WATER CHILLED WATER GAS SUPPLY STEAM SUPPLY CONDENSATE RETURN DRAIN FLOOR DRAIN FLOOR SINK IW FFD EVC SVC FR PS AFF ST BTC DFA INDIRECT WASTE (EXTEND TO F.D.) FUNNEL FLOOR DRAIN EXHAUST VENT CONNECTION SUPPLY VENT CONNECTION DIRECT-CONNECTED FLUE RISER PIPE SLEEVE ABOVE FINISHED FLOOR STUB UP/OUT BRANCH TO CONN. ON EQUIP DROP FROM ABOVE SECTION 11 40 00 TO PROVIDE LOOSE WITH FOODSERVICE EQUIPMENT DIVISION 22 AND 26 TO PROVIDE INSTALLATION. A B C D E F G H I J K L M N DIVISION 22 TO PROVIDE AND INSTALL DIVISION 26 TO PROVIDE AND INSTALL VACUUM BREAKER DISPOSER TIME DELAY CONTROL PANEL SOLENOID VALVE 1/2" CW INLET FLOW CONTROL 1/2" CW 2" DRAIN LINE 1-1/2" TAILPIECE GATE VALVE 1/2" CW SUPPLY SHOCK STOP POWER SUPPLY G H I N JK L M D E C K A F B 'COMPONENT HARDWARE' MODEL #M48-0112 CABINET CONSTRUCTION OF #18 GAUGE STAINLESS STEEL SLEEVE CONNECTION (VERIFY SIZE WITH DIV. 22).LIFT-AND-TURN FLUSH LATCHES POLISHED CHROME CUP & LEVER, 'SOUTHCO' MODEL # 62-10-702-10 NOTE: SECTION 114000 TO COORDINATE SIZE AND LOCATION OF GAS VALVE HOUSING GAS VALVE FURNISHED BY SECTION 114000 - INSTALLED BY DIV. 22 3/4" EMPTY CONDUIT TO 6" ABOVE FINISHED CEILING. FURNISHED BY SECT. 114000 AND INSTALLED BY DIV. 26. EMT TO BE INSTALLED AT THE SAME TIME AS VALVE HOUSING. INSULATED & HEATED DRAIN LINE BY SECTION 11 40 00 INSULATED DRAIN LINE BY SECTION 11 40 00 JANITOR SINK BY DIV. 22. G G G G FUNNEL FLOOR DRAIN G NOTE: (FOR GRAPHICAL REPRESENTATION ONLY) SECTION 114000 TO VERIFY LOCATION OF REFRIGERATION SYSTEM WITH APPROVED ARCHITECT'S DRAWINGS. REFRIGERATION LINES ARE TO BE THE RESPONSIBILITY OF SECTION 114000 AND COVERED UNDER THIS CONTRACT, FUNNEL FLOOR DRAIN REFER TO MANUFACTURERS ENGINEERING DRAWING FOR R.O. SYSTEM PLUMBING REQUIREMENTS.DIV. 22 TO EXTEND FILTERED WATER TO ALL COLD WATER EQUIPMENT FOODSERVICE PLUMBING SCHEDULE FPD PNO FDP PSIZE FDP PCONN FDP PSERVICE TO FDP PLOC FDP PAFF FDP PREMARKS P5 3/4" H & C WATER JANITOR SINK WALL 48" JANITOR SINK BY PLUMBER P6 4" HUB DRAIN JANITOR SINK FLOOR VERIFY JANITOR SINK BY PLUMBER P7 3/4" H & C WATER HOSE BIBB WALL 18" BTC: RE: NOTE #3 P8 3" FLOOR DRAIN HOSE BIBB DRAIN FLOOR 0" --- P10 VERIFY FLOOR DRAIN GENERAL AREA DRAIN FLOOR VERIFY LOCATE PER ENGINEER'S DRAWING P11 3/4" H & C WATER FAUCET WALL 18" HAND SINK BY DIV. 22 P11A 1 1/2" DIRECT DRAIN HAND SINK WALL 15" HAND SINK BY DIV. 22 P12 12"SQ. FLOOR SINK EQUIPMENT FLOOR 0" 3/4 GRATE - RE: NOTE #4 P14 3/4" H & C WATER MIXING VALVE FLOOR 6" BTC; RE: NOTE #3 - S/S FLEX HOSE TO MIXING VALVE P15 4" FLOOR DRAIN FUNNEL FLOOR DRAIN FLOOR 0" --- P25A 3" FLOOR DRAIN CAN WASH FLOOR -1" LOCATE PER ENGINEER'S DRAWING P26 3/4" H & C WATER FREEZE PROOF HOSE BIBB WALL 48" BTC: RE: NOTE #3 P109 3/4" COLD WATER ICE MACHINE WALL 60" BTC: RE: NOTE #3 & #17 - INTERCONNECT FROM R.O. SYSTEM FILTER P109A (2) 12"SQ. FLOOR SINKS ICE MACHINE FLOOR 0" FULL & 3/4 GRATE - RE: NOTE #4 P110 3/4" H & C WATER CLOTHES WASHER WALL 48" BTC; VALVE BOX P110A 2" INDIRECT DRAIN CLOTHES WASHER WALL 48" VALVE BOX P121 3/4" H & C WATER FAUCET WALL 13" BTC: RE: NOTE #3 P121A 12" SQ. FLOOR SINK SINK FLOOR 0" 3/4 GRATE - RE: NOTE #4 P123 3/4" H & C WATER FAUCET / DISPOSER WALL 13" BTC: RE: NOTE #3 & #7 P123A 2" DIRECT DRAIN DISPOSER WALL 10" BTC: RE: NOTE #3 & #8 P161 (2)3/4" NATURAL GAS CONVECTION OVEN WALL 18"/36" BTC: RE: NOTE #3 & #9 - 60 MBTU/HR EACH P164 4" FUNNEL DRAIN TRENCH LINER FLOOR -9" BTC: RE: NOTE #3 - CRITICAL LOCATION P164A 3/4" H & C WATER TILT BRAISING PAN WALL 36" BTC: RE: NOTE #3 P164B 3/4" NATURAL GAS TILT BRAISING PAN WALL 18" BTC: RE: NOTE #3 & #9 - 144 MBTU/HR P174 (2) 3/4" NATURAL GAS PIZZA OVEN WALL 18"/36" BTC: RE: NOTE #3 & #9 40 MBTU / HR EACH P249 3/4" H & C WATER FAUCET WALL 13" BTC: RE: NOTE #3 P249A 12" SQ. FLOOR SINK SINK FLOOR 0" THREE QUARTER GRATE P251 12"SQ. FLOOR SINK DISHMACHINE FLOOR 0" 3/4 GRATE - RE: NOTE #4 P251A 3/4" HOT WATER DISHMACHINE WALL 18" BTC; RE: NOTE #3 & #16, 140 DEG. MIN. P804A 1" NATURAL GAS RANGE WALL 18" BTC: RE: NOTE #3 & #9 - 70 MBTU/HR P807 12"SQ. FLOOR SINK COMBI OVEN FLOOR 0" 3/4 GRATE - RE: NOTE #4 STEAMER #806 TO DRAIN TO THIS LOCATION P807A 3/4" H & C WATER COMBI OVEN WALL 36" BTC: RE: NOTE #3 - INTERCONNECT THRU RO SYSTEM P807B 3/4" NATURAL GAS COMBI OVEN WALL 18" BTC: RE: NOTE #3 & #9 - 120 MBTU/HR P808 4" FLOOR DRAIN COOK N HOLD FLOOR 0" RE: NOTE #4 P808A 1/2" COLD WATER COOK N HOLD WALL 60" BTC: RE: NOTE #3 & #17 P809 4" HUB DRAIN KETTLE TRENCH LINER FLOOR -9" BTC; RE: NOTE #3; CRITICAL LOCATION P809A 3/4" H & C WATER KETTLE WALL 18" BTC: RE: NOTE #3 P809B 3/4" NATURAL GAS KETTLE WALL 18" BTC: RE: NOTE #3 - 100MBTU/HR P812A --- COLD WATER WATER FILTER WALL --- BTC: RE: NOTE #3 - REFER TO MANUFACTURERS DRAWING FOR DETAILS P812B --- COLD WATER ICE MACHINE WALL --- BTC: RE: NOTE #3 - REFER TO MANUFACTURERS DRAWING FOR DETAILS P812C --- COLD WATER COMBI OVENS & RETHERMALIZER WALL --- BTC: RE: NOTE #3 - REFER TO MANUFACTURERS DRAWING FOR DETAILS NONE3PLUMBING GENERAL NOTES N.T.S.2 PLUMBING COORDINATION NOTES NONE4PLUMBING SYMBOLS N.T.S.5 DISPOSER DETAIL N.T.S.6 GAS V HOUSING DETAIL 1 1/2" = 1'-0"7 PERFORATED OVERSHELF DETAIL KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team K:\Dropbox (FDP)\FDP-HOUSTON 2014\ALDINE ISD\TOWNSEN MS - 1 STORY\WORKING R15\FDP TOWNSEN MS 11.15.16.rvt 11/15/2016 4:21:53 PM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FS PLUMBING PLAN FS-3 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 11/16/2016 BID ISSUE BID ISSUE 1/4" = 1'-0"1 FOODSERVICE PLUMBING CONNECTION PLAN KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team K:\Dropbox (FDP)\FDP-HOUSTON 2014\ALDINE ISD\TOWNSEN MS - 1 STORY\WORKING R15\FDP TOWNSEN MS 11.15.16.rvt 11/15/2016 4:21:54 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FS REFRIGERATION PLAN FS-3A ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 11/16/2016 BID ISSUE BID ISSUE KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team K:\Dropbox (FDP)\FDP-HOUSTON 2014\ALDINE ISD\TOWNSEN MS - 1 STORY\WORKING R15\FDP TOWNSEN MS 11.15.16.rvt 11/15/2016 4:21:56 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FS REVERSE OSMOSIS FS-3B ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 11/16/2016 BID ISSUE BID ISSUE J J J D J J CC 1. DO NOT ROUGH-IN FROM THIS DRAWING. REFER TO THE CONTRACTOR'S DIMENSIONED DRAWINGS. 2. VERIFY ALL ELECTRICAL CHARACTERISTICS WITH ENGINEERING DRAWINGS. 3. DIMENSIONS INDICATED ARE TO BE VERIFIED BY CONTRACTOR AND ADJUSTED AS REQUIRED BY FOODSERVICE EQUIPMENT AND/OR FIELD CONDITIONS. 4. ACCESSORIES AND FITTINGS PROVIDED LOOSE WITH FOODSERVICE EQUIPMENT BY SECTION 11 40 00. FIELD INSTALLED BY DIVISION 26. 5. STAINLESS STEEL DISCONNECT SWITCH PROVIDED AND INSTALLED BY DIVISION 26. 6. ALL ELECTRICAL CONNECTIONS BENEATH EXHAUST HOOD TO EXTEND TO SHUNT TRIP BREAKERS WITHIN ELECTRICAL PANEL BOX FOR SHUT-DOWN DURING FIRE MODE - BY DIVISION 26. 7. DOOR HEATER(S), LIGHT(S), COIL(S) AND PRESSURE RELIEF PORT(S) PRE-WIRED TO JUNCTION BOX AT TOP OF COLD STORAGE ASSEMBLY BY SECTION 14 00 00. FINAL CONNECTION BY DIVISION 26. 8. N/A 9. INTERCONNECT TO EXHAUST HOOD FAN(S) AND SWITCH BY DIVISION 26. 10. INTERCONNECT TO EXHAUST HOOD LIGHT(S) AND SWITCH BY DIVISION 26. 11. INTERCONNECT FIRE PROTECTION SYSTEM TO PANEL BOX SHUNT TRIP(S) AND BUILDING ALARM - BY DIVISION 26. 12. RECEPTACLE(S) TO BE PRE-WIRED TO JUNCTION BOX OR LOAD CENTER FOR FINAL CONNECTION BY DIVISION 26. 13. SECTION 11 40 00 TO VERIFY UTILITY REQUIREMENTS OF EXISTING EQUIPMENT. 14. EMPTY CONDUIT RUN FROM CASHIER STATION TO MANAGERS OFFICE FOR POS SYSTEM BY DIVISION 26. LOCATION OF MANAGER'S OFFICE TO BE VERIFIED. NOTE: ELECTRICAL CONNECTIONS INDICATED ARE THOSE REQUIRED FOR THE FOODSERVICE EQUIPMENT AND THOSE REQUIRED FOR SUPPORT EQUIPMENT FURNISHED BY DIVISION 26. FOR ADDTIONAL REQUIREMENTS REFER TO ELECTRICAL ENGINEER'S DRAWINGS. JUNCTION BOX WITH DISCONNECT BY DIV.26 DROP CORD RECEPTACLE JUNCTION BOX ON CEILING JUNCTION BOX IN WALL SINGLE PURPOSE RECEPTACLE SINGLE PURPOSE RECPT. 208V 1PH FLUSH FLOOR RECEPTACLE PEDESTAL MOUNTED RECPTACLE 20 AMP DUPLEX RECEPTACLE (MOUNT HORIZONTAL) CONDUIT STUB UP/OUT FOR DIRECT CONNECTION CONDUIT STUB BTC ON RECEPT FURNISH WITH EQUIPMENTSCR CS DR JB/DS SR SR FR PMR DCR JB JB FIRE PROTECTION BUZZER BEVERAGE SYSTEM CONDUIT DROP FROM ABOVE ABOVE FINISH FLOOR JUNCTION BOX ON PEDSTAL DISCONNECT SWITCH BRANCH TO CONNECTION ON EQUIPMENT 20 AMP WEATHERPROOF RECEPTACLE (SPRING COVER) CONDUIT FOR COMPUTER CABLES CONDUIT STUB-UP WITH DISCONNECTI BY DIV.26 CC BTC WPR JB/DS FPB BSC DFA AFF CS/JB DS S/S ENCLOSURE W/AGENT TANK AND NITROGEN CARTRIDGE DUCT NOZZLE(S) PLENUM NOZZLE(S) SURFACE PROTECTION NOZZLE(S) FUSIBLE LINK(S) (2) WIRES FROM FIRE SYSTEM TO SHUNT TRIP BREAKERS FOR SHUT DWON OF ELECTRICAL CONNECTIONS LOCATED BENEATH EXHAUST HOOD DURING FIRE MODE REMOTE FIRE PULL GAS VALVE GAS SUPPLY (AS REQUIRED) A B C D E F G H I DDDD CE B I H F A G REFER TO ENGINEER'S/ARCHITECT'S DRAWINGS FOR ADDITIONAL ELECTRICAL REQUIREMENTS. NOTE: 4'-0" RECEIVING DOOR TO HAVE: 1. PEEPHOLE 2. DOOR BELL AUDIBLE THROUGHOUT KITCHEN. 3. CANOPY AND LIGHT BY G.C. ALL COUNTER COMPONENTS TO BE POWERED FROM LOAD CENTER. PROVIDE DEDICATED RECESSED OUTLETS AS REQUIRED. SS HOOD FAN AND LT. SWITCH RE: NOTE #9/#10 DIV. 26 TO INTERCONNECT TABLE LIMIT SWITCH TO DISHMACHINE. SWITCH PROVIDED BY MFR. UTILITY CONNECTIONS TO BE ON KITCHEN SIDE OF WALL DIV. 26 TO INTERCONNECT TEMP SENSOR THRU SWITCH TO EXHAUST/SUPPLY FANS. NOTE: (FOR GRAPHICAL REPRESENTATION ONLY) SECTION 11400 TO VERIFY LOCATION OF REFRIGERATION SYSTEM WITH APPROVED ARCHITECT DRAWINGS. SS HOOD FAN AND LT. SWITCH RE: NOTE #9/#10 SS HOOD FAN AND LT. SWITCH RE: NOTE #9/#10 SS HOOD FAN AND LT. SWITCH RE: NOTE #9/#10 S HEAT LAMP SWITCH HERE. S HEAT LAMP SWITCH HERE UTILITY CONNECTIONS TO BE ON KITCHEN SIDE OF WALL DIV. 26 TO INTERCONNECT DISHMACHINE VENT CONTROL TO CONDENSATE HOOD EXHAUST FAN. DIV. 26 TO INTERCONNECT TEMP SENSOR THRU SWITCH TO EXHAUST/SUPPLY FANS. J FOODSERVICE ELECTRICAL SCHEDULE FDP ENO FDP ECONN FDP ELOAD FDP EVOLT FDP EPH FDP ESERVICE TO FDP ELOC FDP EAFF FDP EREMARKS E10 DR 16.0A 120 1 CONVENIENCE OUTLET WALL 24" --- E11 DR 16.0A 120 1 CONVENIENCE WALL 47" MOUNT HORIZONTAL E13 WPR 16.0A 120 1 CONVENIENCE OUTLET WALL 48" --- E15 JB --- --- -- REMOTE FIRE PULL WALL 48" RE: NOTE #11 - RECESSED JB - EXTEND TO FIRE SYSTEM FOR HOOD E16 JB --- --- -- POS SYSTEM VERIFY VERIFY BTC; RE: NOTE #14 - EMPTY CONDUIT W/ PULL WIRE, EXTEND TO CASH REGISTERS E16A CS --- --- -- POS SYSTEM FLOOR 6" BTC; RE: NOTE #14 EMPTY CONDUIT W/PULL WIRE TO MGR'S OFFICE E101 JB 5.1A 120 1 AIR SCREEN WALL 82" BTC; RE: NOTE #4 - MICRO-SWITCH IN DOOR FRAME E102A JB 16.0A 120 1 DOOR HEATER/LIGHTS CLG DFA BTC; RE: NOTE #4 & #7 E102B DR 5.0A 120 1 TEMP. ALARM CLG DFA BTC; RE: NOTE #4 & #7 E102C JB 5.0A 120 1 PRESSURE RELIEF PORT CLG DFA BTC; RE: NOTE #4 & #7 E103 JB/DS 31.5A 208 3 REFRIGERATION SYSTEM VERIFY VERIFY BTC; RE: NOTE #4 & #5 E103C JB 15.7A 208 1 FREEZER COIL - KE2LOW CLG DFA BTC; RE: NOTE #4 E103D JB 1.8A EA. 120 1 COOLER COIL CLG DFA BTC; RE: NOTE #4 & #7 E109 DR 16.0A 120 1 ICE MACHINE WALL 60" --- E110 DR 16.0A 120 1 CLOTHES WASHER WALL 48" -- E110A SR 30.0A 208 1 CLOTHES DRYER WALL 48" VERIFY NEMA PLUG RECEPTACLE E120M JB 3.0HP 208 3 DISPOSER WALL 24" BTC; RE: NOTE #4 - CONNECT THRU C.P. TO DISPOSER E123 JB 3.0HP 208 3 DISPOSER WALL 24" BTC; RE: NOTE #4 - CONNECT THRU C.P. TO DISPOSER E125 SR 16.0A 120 1 20QT. MIXER WALL 24" TWIST LOCK PLUG & RECEPTACLE E129A DCR 16.0A 120 1 TABLE RECEPTACLE CLG 84" TWISTLOCK PLUG & RECEPTACLE E131 DR 16.0A 120 1 FOOD PROCESSOR WALL 47" MOUNT HORIZONTAL E151 JB 1.0A 120 1 FIRE PROT. SYSTEM CLG DFA BTC; RE: NOTE #4, #6, #9 & #11 E151A JB 1.0A 120 1 FIRE PROT. SYSTEM CLG DFA BTC; RE: NOTE #4, #6, #9 & #11 E153 JB 10.0A 120 1 HOOD LIGHTS CLG DFA BTC; RE: NOTE #4, #6, #9 & #10 E153M JB 1.0A 120 1 HOOD HEAT SENSOR CLG DFA BTC; RE: NOTE #4, #6, #9 & #11 E161B (2)DR 10.0A EA. 120 1 CONVECTION OVEN WALL 24"/48" SHUNT TRIP BREAKER E164 JB 5.0A 120 1 TILT BRAISING PAN WALL 24" SHUNT TRIP BREAKER E174 (2) DR 7.0A EA. 120 1 PIZZA OVEN WALL 24"/48" SHUNT TRIP BREAKER PROVIDED AND INSTALLED BY DIVISION 26 E175A DR 10.0A 120 1 REFRIGERATED PREP TABLE WALL 24" --- E186 JB 7.8A 120/208 1 HEATED CABINET WALL 96" MOUNT ON KITCHEN SIDE E190 JB 7.8A 120/208 1 HEATED CABINET WALL 90" BTC; RE: NOTE #4 E192 JB 8.0A 120 1 REFRIGERATOR WALL 90" --- E201A CS 60.0A 120/208 3 LOAD CENTER FLOOR 6" BTC; RE: NOTE #4 & #12 E208 JB 250 W EA. 120 1 HANGING HEAT LAMPS CLG VERIFY BTC; RE: NOTE #4 - INTERCONNECT TO ON/OFF SWITCH LOCATED IN WALL E251 JB --- --- -- DISHMACHINE WALL 24" BTC; RE: NOTE #4 - INTERCONNECT FROM E251A E251A JB/DS 11.6A 480 3 DISHMACHINE WALL 54" BTC; RE: NOTE #4 & #5 - INTERCONNECT TO E251 E251B JB --- --- -- BOOSTER HEATER WALL 24" BTC; RE: NOTE #4 - INTERCONNECT FROM E251C E251C JB/DS 13.0KW 480 3 BOOSTER HEATER WALL 54" BTC; RE: NOTE #4 & #5 - INTERCONNECT TO E251B E256 JB/DS 12.9A 480 3 POWERSOAK SINK WALL 54" BTC; RE: NOTE #4 - INTERCONNECT TO E256A E256A JB --- --- -- POWER SOAK SINK WALL 24" BTC; RE: NOTE #4 - CONNECT FROM E256THRU C.P. TO PUMP E256C WPR 5.0A 120 1 DETERGENT SYSTEM WALL 24" WATERPROOF RECEPTACLE E615 DR 5.0A 120 1 VIDEO/DATA SYSTEM CLG VERIFY PROVIDE DCO AT VIDEO LOCATION E615A JB --- --- --- VIDEO / DATA SYSTEM CLG VERIFY PROVIDE JB AT DATA LOCATION E741 JB 11.6A 120 1 ROLL-THRU REFRIGERATOR WALL 90" MOUNT ON KITCHEN SIDE E804 DR 1.0A 120 1 RANGE WALL 24" SHUNT TRIP BREAKER E807 DR 15.0A 120 1 COMBI OVEN WALL 48" SHUNT TRIP BREAKER E808 SR 33.7A 208 3 COOK N HOLD CABINET WALL 47" -- E809 DR 5.0A 120 1 KETTLE WALL 24" SHUNT TRIP BREAKER E811 SR 16.7A 120 1 MOBILE HOT PROOFER WALL 24" --- E812 WPR 6.0A 120 1 REVERSE OSMOSIS CONTROL PANEL WALL 60" COORDINATE ABOVE WATER CONNECTIONNONE2ELECTRICAL GENERAL NOTES NTS3ELECTRICAL COORDINATION NOTES NONE4ELECTRICAL SYMBOLS N.T.S.5 FIRE SUPRESSION TYPICAL DETAIL KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team K:\Dropbox (FDP)\FDP-HOUSTON 2014\ALDINE ISD\TOWNSEN MS - 1 STORY\WORKING R15\FDP TOWNSEN MS 11.15.16.rvt 11/15/2016 4:21:58 PM As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FS ELECTRICAL PLAN FS-4 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 11/16/2016 BID ISSUE BID ISSUE 1/4" = 1'-0"1 FOODSERVICE ELECTRICAL CONNECTION PLAN HAND LAV BY DIV 22. HAND LAV BY DIV 22 HAND LAV BY DIV 22. HAND LAV BY DIV 22 HAND LAV BY DIV 22. HAND LAV BY DIV 22. HAND LAV BY DIV 22 HAND LAV BY DIV 22. ITEM #168 S/S WALL CAP ITEM #168 S/S WALL CAP HAND LAV BY DIV 22. HAND LAV BY DIV 22. ITEM #168 S/S WALL CAP KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team K:\Dropbox (FDP)\FDP-HOUSTON 2014\ALDINE ISD\TOWNSEN MS - 1 STORY\WORKING R15\FDP TOWNSEN MS 11.15.16.rvt 11/15/2016 4:22:06 PM 1/2" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FS ELEVATIONS FS-5 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 11/16/2016 BID ISSUE BID ISSUE 1/2" = 1'-0"1 BAKE AREA 1/2" = 1'-0"2 HOLDING W BACK COUNTER 1/2" = 1'-0"3 HOLDING 1/2" = 1'-0"4 HOLDING W BACK COUNTER 2 1/2" = 1'-0"5 HOLDING W BACK COUNTER 3 1/2" = 1'-0"6 HOLDING W BACK COUNTER 4 1/2" = 1'-0"7 PIZZA OVEN AREA 1/2" = 1'-0"8 PREP AREA 1/2" = 1'-0"9 PREP UTENSIL WASH AREA 1/2" = 1'-0"10 PRODUCTION A AREA 1/2" = 1'-0"11 PRODUCTION B AREA 1/2" = 1'-0"12 PRODUCTION C AREA 1/2" = 1'-0"13 PRODUCTION D AREA 1/2" = 1'-0"14 SETUP AREA 1/2" = 1'-0"15 TWO COMP. SINK AREA 1/2" = 1'-0"16 WAREWASH AREA 1/2" = 1'-0"17 WORK TABLES 1 1/2" = 1'-0"18 WORK TABLES 2 3 132 12 4 18 34" 3" 2 1/2" 10" 30" 2" 1 1/2"10" 12" 22" 13 12 18 17 16 FLANGED FEET FRONT ONLY 10 SINK COVER SUPPORTS 12 7'-0" 15" 34" 10" 26" 12" 2" 30" 2 1/2"10" 3" 1 1/2" 18" 1" 12" 2" 3 12 18 16 17 132 4 FLANGED FEET FRONT ONLY 30" 7'-0" 34" 2 1/2" 10" 18" 1 1/2" 3" 12" 2" 1" 12" 2" 2" 1 1/2"10" FLANGED FEET FRONT ONLY 18 1 12 17 16 2 13 7'-0" 10" 30" 1" 18" 2 1/2" 10" 2"12" 34" 1_2" 2" 2" 12" 1 1/2" 2" FLANGED FEET FRONT ONLY 13 18 12 16 17 1/2" 2" 15" 34" 7'-0" 10" 30" 18" 10" 26" 1" 2" 12" 12" 2" 2 1/2" 12 1 2 13 4 18 10" 34" 2" 1 1/2" 2" 1 1/2" 30" 1" 18"2 1/2" 6" 2"12" 2" 1 1/2" 2'-10" 2'-6" 10"132 6'-10" VERIFY 1 1/2" NOTE: SECTION 11400 TO PROVIDE PROTECTIVE COVERING ON SERVING COUNTER TOPS DURING CONSTRUCTION. ALL SURFACES TO HAVE NO SCRATCHES. ELECTRICAL CORD FROM CEILING W/ TWIST LOCK PLUG-IN ELEC. PLUG & CORD FROM BACK OF DUPLEX BOX POST MNTD. RACK WITH S/S POT HOOKS (BEHIND) CEILING TILE 1 5/8" O.D. S/S TUBING - EXTEND TO UNDERSHELF TO PREVENT ANTI-SWAY MOVEMENT 'J' BOX DCO 1.1 1/2" X 1 1/2" X 1/8" GALVANIZED ANGLE IRON. 2.1" X 4" 14 GAUGE STAINLESS STEEL HAT CHANNEL. 3.16 GAUGE STAINLESS STEEL C-CHANNEL. 4.16 GAUGE STAINLESS STEEL UNDERSHELF, COVE UP REAR 2", TURN DOWN FRONT 1 1/2". 5.3/4" MARINE GRADE PLYWOOD BY SECTION 11 40 00 WITH TILE FRONT BY TRADE CONTRACTOR. VERIFY FINISH WITH ARCHITECTURAL DRAWINGS. 6.COLD PAN - 2" RIGID INSULATION WITH 1" C.P. DRAIN - 16 GAUGE STAINLESS STEEL SE CTION FALSE BOTTOM. PERFORATE FALSE BOTTOM WITH 1/4" DIA. HOLES AT 3" O.C. 7.18 GAUGE STAINLESS STEEL INSULATED DOUBLE PAN DOOR WITH RECESSED PULL. 8.MANIFOLD DRAINS AT HOT FOOD UNITS WITH 1" TYPE 'K' COPPER AND EXTEND TO VAVLE IN PLUMBING COMPARTMENT. 9.FINISHED TRUE AND LEVEL MASONRY BASE BY DIVISION 9. CLOSE COUNTER BODY AT BASE AND SEAL BY SECTION 11 40 00. 10.FISHER #22314 DRAIN WITH TAILPIECE AND OVERFLOW. 11.14 GAUGE STAINLESS STEEL BRACKET WITH DRAIN HANDLE BUSHING. 12.16 GAUGE STAINLESS STEEL 'Z' CLIP TO WALL AND SEAL. 13.1 5/8" DIA. 16 GAUGE STAINLESS STEEL LEGS AND CROSS RAILS. 14.1/2" S/S TUBING DRAIN LINE - STRAP TO SHELF AND WALL - EXTEND DOWN TO TOP OF SPLASH. 15.1 5/8" DIA. 16 GAUGE STAINLESS STEEL TUBING - SUPPORT FRONT OF SHELF WITH 1/2" ALL-THREAD INSIDE TUBING EXTENDING TO STRUCTURE ABOVE. 16.1/4" S/S BAR STOCK WELDED TO TOP OF EACH POST - POT HOOKS TO BE COMPONENT HARDWARE #J77-4401 SPACED 8" O.C. 17.1 5/8" 16 GAUGE STAINLESS STEEL TUBING - BOLT TO ANGLE IRON AND EXTEND UP THRU SPLASH TO 7'-0" A.F.F. 18.OVERSHELF - 16 GAUGE STAINLESS STEEL, COVE UP REAR 2", TURN FRONT AND ENDS DOWN 1", ENDS TO BE CAPPED WITH EASED CORNERS WHERE ADJACENT TO WALL / FIXTURE. 19.18 GA. S/S LOUVERED PANEL. 20.18 GAUGE STAINLESS STEEL LOUVERED DOUBLE PAN DOOR WITH RECESSED PULL. 21.NUMBER NOT USED. 22.18 GA. STAINLESS STEEL INSULATED DOUBLE PAN SLIDING DOOR WITH COMPONENT HARDWARE COMPONENTS A.#B57 - (VERIFY LENGTH) EXTRUDED ALUMINUM TRACK. B.#B58-5511 & #B58-5521 FRONT & REAR DOOR SHEAVES. C.#B62-1093 DOOR GUIDE D.#B60-1086 DOOR STOPS WHERE NEEDED E.#P62-1010 RECESS PULLS N.T.S.1 SECTION AT CLEAN/SOILED DISHTABLE N.T.S.2 SECTION AT UTENSIL WASH SINK N.T.S.3 SECTION AT UTENSIL WASH DRAINBOARD N.T.S.4 SECTION AT PREP SINK DRAINBOARD N.T.S.5 SECTION AT PREP TABLE SINK N.T.S.6 SECTION AT WORKTABLE N.T.S.7 SECTION AT ISLAND WORKTABLE N.T.S.10 SECTION DETAIL NOTES KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team K:\Dropbox (FDP)\FDP-HOUSTON 2014\ALDINE ISD\TOWNSEN MS - 1 STORY\WORKING R15\FDP TOWNSEN MS 11.15.16.rvt 11/15/2016 4:22:07 PM N.T.S. TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FS SECTIONS & DETAILS FS-6 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 11/16/2016 BID ISSUE BID ISSUE 14 GA. S/S TRAY SLIDE WITH 1/2'" INVERTED 'V' ON 45 DEG. 1'-0" 3" 3" 3" 3" 2 1/2" 4" 1 1/2" RADIUS TIGHT HEM C.H. LIGHT LOCATE SWITCH AT CASHIER STAND 1 1/2" x 1 1/2" GALVANIZED ANGLE IRON 1 1/2" x 1 1/2" GALVANIZED ANGLE IRON 3 1/4" 3 1/2" 4" 4" 4" DUPLEX RECEPTACLE DISPLA Y LIGHT SWITCH HOT FOOD UNIT INFINITE CONTROL PHENOLIC LABEL PIANO HINGE HEAT LAMP INFINITE CONTROL POWER INDICATOR 7 1/2" 2 1/2" 2 1/2" REAR ENCLOSURE FOR CONDUIT CONNECTIONS FULL LENGTH S/S PIANO HINGE 18 GA. S/S SWING DOWN CONTROL PANEL FRONT 7 1 / 2 " 2" 1 1 / 2 " 2 1 / 2 " EXTEND SIDES TO CEILING EASED EDGES AT EXPOSED CORNERS #14 GA. S/S 2" SQUARE TURNDOWN AT FREE ENDS. 2" WALL 2" TALL x 1/2" DEEP FULLY WELDED BY 11400 18 GAUGE STAINLESS STEEL WINDOW FRAME, VERIFY OPENING WITH EQUIPMENT COORDINATE OPENING HEIGHT AND WIDTH WITH PASS-THRU EQUIPMENT. NOTE: COORDINATE ALL RECEPTACLES WITH ELECTRICAL CONTRACT DRAWING REQUIREMENTS, REFER TO ELECTRICAL PLAN KITCHEN EQUIP. SUPPLIER TO PRE-WIRE PEDESTAL RECEPTACLE WITH APPROVED CONDUIT ACROSS TABLE CHANNEL BRACING, DOWN THRU BODY TO A POINT BELOW COUNTER BODY AND LEAVE 15" LONG TAIL TO ALLOW FOR CONNECTION BY ELECTRICAL CONTRACTOR S/S GUSSETS 1-5/8" O.D. S/S TUBULAR LEGS AND CROSSRAIL PEDESTAL RECEPTACLE ADJ. S/S BULLET FEET ROSETTE SPACER CONDUIT AND WIRING TO J-BOX AS SPECIFIED 3" 14 GA. S/S TOP 4" 2-1/2" 2-1/2" x 6" x 3" 14 GA. S/S MOUNTING BOX WITH OPEN BOX PEDESTAL RECEPTACLE COMPONENT HARDWARE DRAWER PAN AND SLIDES TYPE DRAWER PAN MODEL NO. DRAWER SLIDE MODEL NO. UTILITY BREAD REFRIGERATOR S81-1520 S83-2020 S81-1520 S52-0024 S52-0026 S52-0024 DRAWER SLIDES TO BE SELF-CLOSING, FULL DEPTH FOR EASY REMOVAL OF PAN. SECURE TO PREVENT LATERAL MOVEMENT IN EXTENDED POSITION 1 '-3 "1'-8" 16 GAUGE STAINLESS STEEL FRAME WELDED TO DRAWER FRONT SLIDE ASSEMBLY 18 GAUGE STAINLESS STEEL DOUBLE PAN DRAWER FRONT ASS'Y INSTALL ENCLOSURE WITH CAP NUTS AND STUD BOLTS 7" O.C. 16 GAUGE STAINLESS STEEL ENCLOSURE, FULL DEPTH OF FIXTURE PAN HASP 60º 1" 1/ 2 " 3/ 4 " 1/ 2 " 1" AS R E Q U I R E D 1-1/4" O.D. 12 GA. STAINLESS STEEL TUBING WELDED SOLID TO RACK - TUBES SHALL BE 2" LONG WITH LONG WTIH TOPS CLOSED, WELDED AND SMOOTH 36" 4" 13" 7" 7" 7" 15º 14 GA. S/S CLOSED ENDS 1/2" TURNDOWN 4-1/2" 9" 9" 9" 15º 4-1/2" 5/16" DIAMETER STAINLESS STEEL RODS 2" LONG WELD SOLID TO RACK ROUND OFF ALL ENDS TO PREVENT SHARP EDGES 14 GA. STAINLESS STEEL ACCESSORY RACK SECURED TO WALL WITH SIX (6) CHROME PLATED ACORN NUTS - KITCHEN EQUIPMENT SUPPLIER TO COORDINATE LOCATION OF WALL GROUNDS WITH GENERAL CONTRACTOR NOTE: DO NOT LOCATE CAN OPENER PAD IN A POSITION THAT WOULD ALLOW CAN OPENER TO OBSTRUCT OPENING OF DRAWERS, DOORS, ETC. CAN OPENER ITEM #43 14 GA. S/S CAN OPENER PAD WELDED INTEGRAL WITH TOP OF TABLE A S R E Q 'D AS REQ'D 14 GA. S/S TOP WITH MARINE EDGES 16 GAUGE STAINLESS STEEL SHELF 2 13 FINISHED TILE FLOOR 1 1 / 2 " 10 " S S S MICRO-SWITCH ACTUATING ARM 6" MINIMUM PULL HANDLE PULL REMOTE MANUAL PULL STATION OCTAGON SHAPED HANDY BOX FLUSH MOUNTED AT 54" ABOVE FLOOR BY E.C. WIRE ROPE 1/2" CONDUIT FROM TOP OF OCTAGON BOX TO 6" ABOVE CEILING BY E.C. CEILING LINE CONDUIT AND ELBOWS BY FIRE SYSTEM INSTALLER WIRE PLUG PRESS PLUG TIGHTLY AGAINST TERMINALS PULLEY ELBOW CABLE LEVER BLACK (NORMALLY OPEN) RED (COMMON) BROWN (NORMALLY OPEN) AGENT DISTRIBUTION PIPING AGENT TANK REGULATOR AGENT TANK TANK MOUNTING BRACKET TANK SIZE: 24" TALL 7.75" DIAMETER RELEASE MECHANISM ENCLOSURE CABINET SIZE: 16.5" WIDE 22.5" TALL 7.5" DEEP REGULATED RELEASE MECHANISM ANSUL MODEL R-120 FIRE PROTECTION SYSTEM AND TANK(S) ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL POWER DISCONNECT DEVICES FOR ALL EQUIPMENT BELOW THE HOOD, SHUTTING OFF ALL SERVICE, INCLUDING CONTROL VOLTAGE, UPON ACTIVATION OF THE FIRE PROTECTION SYSTEM. MICRO-SWITCH FURNISHED WITH SYSTEM TO BE INTERWIRED TO THE SHUT-OFF DEVICES FOR THE COOKING EQUIPMENT BY THE ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL AN OCTAGON SHAPED HANDY BOX FOR THE PULL STATION AT 54" ABOVE THE FLOOR WITH 1/2" CONDUIT FROM THE TOP OF THE BOX TO 6" ABOVE THE CEILING. GAS SHUT-OFF VALVE FURNISHED WITH THE SYSTEM (IF REQUIRED) TO BE INSTALLED IN THE GAS LINE SERVING THE COOKING EQUIPMENT BY THE PLUMBING CONTRACTOR. VERIFY SIZE OF GAS LINE. ALL EXPOSED PIPEWORK TO BE STAINLESS STEEL OR CHROME WHERE EXPOSED. VERIFY LOCATION OF REMOTE MANUAL PULL STATION. UNIT MUST BE PLACED WITHIN EASY ACCESS OF EXIT DOOR. WALK-IN VAULT WALL PENETRATIONS ARE TO BE FULLY SEALED BEFORE MOUNTING S/S ESCUTCHEON PLATES ESCUTCHEONS ARE TO BE ANCHORED IN PLACE WITH S/S SHEET METAL SCREWS S/S 5" DIA. BLANK ESCUTCHEON PLATES ARE TO BE NEATLY CUT TO FIT LINE SIZE BY THE TRADE GENERATING THE PENETRATION. ESCUTCHEONS ARE TO BE ANCHORED AND SEALED IN PLACE ON INTERIOR AND EXTERIOR. COPPER DRAIN LINE FROM BLOWER COIL. DRAIN LINE IS INDICATED, BUT TREATMENT OF ELECTRICAL OR REFRIGERATION LINE PENETRATIONS ARE TO BE DONE IN THE SAME MANNER. 1/2" DIA. EMPTY CONDUIT CONCEALED WITHIN WALL CAVITY. EXTENDED UP 6" ABOVE CEILING BY DIVISION 26. BUILDING WALL 4" x 4" OCTAGON BOX BY DIVISION 26 RECESS IN WALL. REMOTE FIRE PULL BY SECTION 114000 18 GA. S/S CLOSURE PANEL TACK WELD CEILING 18 GA. S/S CLOSURE PANEL EXHAUST HOOD POP RIVETS ARE NOT ALLOWED TO JOIN PANELS. OVERLAPPING OF PANELS IS NOT ALLOWED. TACK WELD AT BUTT JOINTS AND SEAL AS REQUIRED. N.T.S.1 SECTION AT TRAYSLIDE N.T.S.2 CONTROL PANEL LAYOUT N.T.S.3 SECTION AT CONTROL PANEL N.T.S.5 S/S WALL CAP DETAIL N.T.S.6 S/S TRIM WRAP DETAIL AT PASS-THRU EQUIPMENT N.T.S.7 ELECTRICAL RECEPTACLE MOUNTED UNDER TOP DETAIL N.T.S.8 DRAWER ASSEMBLY DETAIL N.T.S.11 MIXER ACCESSORY RACK DETAIL N.T.S.12 MARINE EDGE CAN OPENER DETAIL N.T.S.13 TYPICAL UNDERSHELF DETAIL N.T.S.16 FIRE PROTECTION SYSTEM NONE4ESCUTHEON & PENETRATION DETAIL N.T.S.14 FIRE PULL DETAIL N.T.S.15 CLOSURE PANEL DETAIL AT EXHAUST HOOD KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team K:\Dropbox (FDP)\FDP-HOUSTON 2014\ALDINE ISD\TOWNSEN MS - 1 STORY\WORKING R15\FDP TOWNSEN MS 11.15.16.rvt 11/15/2016 4:22:09 PM N.T.S. TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FS DETAILS FS-7 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 11/16/2016 BID ISSUE BID ISSUE WORKING SURFACE TIGHT HEM 2" 1 1/2" 3/4"3"WORKING SURFACE WORKING SURFACE 1" 1/2" 45º 1/2" 1 1/2" TURNDOWN DETAIL 1-1/2" ROLLED RIM DETAIL MARINE EDGE DETAIL 1" AS SPECIFIED WORKING SURFACE 12 2 1/2" 1 1/2" 45.0º12 10 " PROVIDE FLAT AREA IN SPLASH FOR MOUNTING SYPHON BREAKER 14 GA. S/S SPLASH CAP 2 -1 /2 " AS REQ'D1" EXTEND 1-5/8" O.D. S/S TUBULAR UPRIGHTS THROUGH FLAT AREA IN SPLASH, DOWN TO ANGLE SUPPORT, OVER INTERNAL FITTING AND WELD SECURE S/S CAP S/S GUSSET FULLY WELD AROUND PERIMETER OF GUSSET 14 GA. S/S TOP AND SPLASH 2 -1 /2 " (2) 3/4" DIA. HOLES IN RAISED AREA OF SPLASH FOR 1/2" VACUUM BREAKER 6 5/8" 2" 2" 4" WORKING SURFACE SPLASH 1" 1-1/2" PROVIDE HOLES IN BRKT. FOR STUD BOLTING TO UNDERSIDE OF TOP SIZE TO FIT 14 GA. S/S CONSTRUCTION KITCHEN EQUIPMENT CONTRACTOR TO CUT OPENING IN FACE FOR MOUNTING DISPOSER SWITCH AT TIME OF INSTALLATION WELD 1" 1" 1" SI Z E T O F I T S W I T C H 1" 14 GA. S/S COVED CORNERED SINK WELDED INTO TOP 14 GA. S/S TOP HI-LITE FULL VERTICAL FRONT FACE OF TURNDOWN MARINE EDGE 18 GA. S/S APRON 1-1/2" x 1-1/2" x 1/8" STEEL ANGLE FRAME 14 GA. S/S LEVER BRACKET WELDED SECURELY IN PLACE PIPING AND TRAP BY THE MECHANICAL CONTRACTOR FISHER NO. 6100 ROTARY DRAIN IN DIE-STAMPED OPENING SLOPE SINK BOTTOM TO ROTARY DRAIN OVERFLOW 3/4" RADIUS 14 GA. S/S SPLASH 1'-0" 9" 3" CHICAGO #305- VBRCP HOSE BIBB FAUCET W/ CHECK VALVES TABLE 6" 14 GAUGE STAINLESS STEEL MOUNTING BRACKET 2" x 1-1/2" 12 GA. S/S ANGLES SMOOTH, DEBURR, & POLISH 1-1/2" x 1-1/2" x 12 GA. S/S ANGLE CONSTRUCTION FULLY WELDED DISPOSER OPENING 14 GA. S/S TOP & SPLASH 30º BEND TYPICAL SMOOTH, DEBURR, & POLISH 2" 2" TO FIT SINK O PENIN GTO F I T S I N K O P E N I N G MOUNT TO WALL WITH S/S BOLTS AS REQUIRD. KITCHEN EQUIPMENT CONTRACTOR TO COORDINATE THE LOCATION OF WOOD GROUNDS WITH THE GENERAL CONTRACTOR. 5" PROVIDE HOLES IN BRACKET 14 GA. S/S CONSTRUCTION STOP BY PLUMBER INSIDE TIGHT HEMCHICAGO #512-GC FILLER FAUCET 3" 2" 5" 5 " 3/ 4 " CHICAGO #512-GC FILLER FAUCET ITEM NO. 61 FILLER FAUCET ASSEMBLY 14 GA. S/S CONSTR. PROVIDE HOLES IN BRACKET MOUNT TO WALL WITH S/S BOLTS AS REQUIRD. KITCHEN EQUIPMENT CONTRACTOR TO COORDINATE THE LOCATION OF WOOD GROUNDS WITH THE GENERAL CONTRACTOR. 5'-0" LONG STAINLESS STEEL FLEXIBLE HOSE 14 GA. S/S CONSTR. 3/4"12"3/4" 2" 2"8" O.C. 5" 5 " 3/ 4 " 3" ROLL-DOWN SHUTTER & TRACK BY GEN. CONTRACTORHILITE FULL FACE 3/4" 14 GA. S/S TOP 2" 30 " A . F . F . 29 - 1 / 4 " A . F . F . 1-1/2" 1" 1/2" KIT. EQUIP. CONTR. TO CUT DISHTABLE SPLASH TO MATCH WINDOW TRIM VERIFY FLAT 18 GA. S/S WINDOW TRIM ON FACE OF SIDES AND TOP ON DISHWASHER SIDE ROLL-DOWN SHUTTER & TRACK BY GEN. CONTR. MARINE EDGE S/S JAMB 2" 18 GA. S/S SEAMLESS DUCTS WITH 18 GA. S/S WELDED COLLARS AT CEILING VE R I F Y 6" VARIES V A R I E S SPLASH 14 GA. S/S TOP ROLLED EDGE 1-1/2"TO F I T MAC HI N E O P E NI NG 1/4" 1-1/4" NO GAP AT COVE JUNCTION NO GAP AT COVE JUNCTION 1/4" NOTCH AS PER MANUFACTURER'S INSTRUCTIONS NOTCH AS PER MANUFACTURER'S INSTRUCTIONS BOLT TO WARESWASHER AS REQUIRED BOLT TO WARESWASHER AS REQUIRED 1-1/4" NO GAP AT COVE JUNCTION NO GAP AT COVE JUNCTION SPLASH 14 GA. S/S TOP ROLLED EDGE 1-1/2" TO FIT M AC HINE OPE NIN G 1" 12" 18 1' - 8 " A T P R E P A R A T I O N S I N K WO R K I N G S U R F A C E 1' - 6 " A B O V E RADIUS CORNERS 2" 1" 3/4" R. REAR EDGE TURNED UP 2" AND HEMMED DOWN TIGHT 3" OVERSHELVES MOUNTED ON FIXTURES NOT ADJACENT TO WALLS TO HAVE AT OPEN CORNERS. FRONT TURNS DOWN 1" AND HEMS 1/2" EXPOSED ENDS TO HAVE 1" RADIUS 3/4" R. V A R I E S S E E P L A N ENDS AGAINST WALLS OR OTHER FIXTURES TO BE TURNED UP 2" WITH SMOOTH RAW EDGE 3/4" R. & HEM 1" DOWN V A R I E S S E E P L A N 12" 2" CEILING PANEL PLUMBING, REFRIGERATION, OR ELECTRICAL LINE WALL OR EACH TRADE SHALL SEAL OWN PENETRATION BLANK TO ACCOMMODATE S/S SHEET METAL SCREWS UTILITY LINE EACH TRADE SHALL CUT NEAT HOLE IN 5" DIA. BLANK S/S ESCUTCHEON PLATE SLEEVE PLASTIC WIDE BY 1/2" DEEP SEALANT JOINT 1/4" MIN. OR 1479 MATERIAL TO MEET UL 723 NON-CONDUCTIVE BACKING A.WORK SHALL BE DONE IN AN APPROVED WORKMANLIKE MANNER, TO COMPLETE SATISFACTION OF THE CONSULTANT. B.STAINLESS STEEL SHALL BE U.S. STANDARD GAUGES AS CALLED FOR. 18-8, TYPE 304, NOT OVER .012% MAXIMUM CARBON, NO. 4 FINISH. C.GALVANIZED IRON SHALL BE ARMCO OR EQUAL. FRAMEWORK OF GALVANIZED IRON SHALL BE WELDED CONSTRUCTION, HAVING WELDS SMOOTH, AND WHERE GALVANIZING HAS BURNED OFF, TOUCHED UP WITH HIGH-GRADE ALUMINUM BRONZE. D.LEGS AND CROSSRAILS SHALL BE CONTINUOUSLY WELDED, UNLESS OTHERWISE NOTED, AND GROUND SMOOTH. E.BOTTOM OF LEGS AT FLOOR SHALL BE FITTED WITH SANITARY STAINLESS STEEL BULLET-TYPE FOOT, WITH NO LESS THAN 1/2" ADJUSTMENT. F.LEGS SHALL BE FASTENED TO EQUIPMENT AS FOLLOWS: 01.TO SINKS BY MEANS OF CLOSED GUSSETS. GUSSETS SHALL BE STAINLESS STEEL, REINFORCED WITH BUSHING, HAVING SET SCREWS FOR SECURING LEGS. 02.TO TABLES AND DRAINBOARDS WITH CLOSED GUSSETS WHICH SHALL BE WELDED TO GALVANIZED HAT SECTIONS OR CHANNELS, 14 GAUGE OR HEAVIER, EXPOSED HAT SECTIONS HAVING CLOSED ENDS. BRACING SHALL BE UNDERSIDE OF TOPS. G.CLOSED GUSSETS SHALL BE 3" MINIMUM DIAMETER AT TOP, WELDED TO FRAME MEMBERS OR TO SINK BOTTOM. H.ROLLS SHALL BE 1 1/2" DIAMETER, EXCEPT AS DETAILED TO THE CONTRARY, WITH CORNERS BULLNOSED, GROUND, AND POLISHED. I.SEAMS AND JOINTS SHALL BE SHOP-WELDED WHERE POSSIBLE. WELDS TO BE GROUND AND POLISHED TO MATCH ORIGINAL FINISH. MATERIALS 18 GAUGE OR HEAVIER SHALL BE WELDED. J.METAL TOPS SHALL BE ONE-PIECE WELDED CONSTRUCTION UNLESS SPECIFIED OTHERWISE, REINFORCED ON UNDERSIDE WITH GALVANIZED HAT SECTIONS OR CHANNELS WELDED IN PLACE. CROSSBRACE TO BE NOT MORE THAN 30" ON CENTERS. K.HARDWARE SHALL BE SOLID MATERIALS AND EXCEPT WHERE EXPOSED OR SPECIFIED TO THE CONTRARY, OF CAST BRASS, CHROME-PLATED. IDENTIFY ALL HARDWARE WITH MANUFACTURER'S NAME AND NUMBER SO THAT BROKEN OR WORN PARTS MAY BE ORDERED AND REPLACED. L.FABRICATE SINK COMPARTMENTS WITH 3/4" COVERED VERTICAL AND HORIZONTAL CORNERS. MULTIPLE- COMPARTMENT PARTITIONS TO BE DOUBLE THICKNESS, CONTINUOUSLY WELDED WHERE SHEETS JOIN AT TOP. FRONT OF MULTIPLE-COMPARTMENT PARTITIONS TO BE CONTINUOUS ON EXTERIOR. BOTTOMS SHALL BE CREASED TO DRAIN. M.ENDS OF FIXTURES, SPLASHBACKS, SHELVES, ETC., SHALL BE FINISHED FLUSH TO WALLS OR ADJOINING FIXTURES. N.DISHTABLES, DRAINBOARDS, SPLASHBACKS, AND TURN-UP EDGES SHALL HAVE RADIUS BENDS IN ALL HORIZONTAL AND VERTICAL CORNERS, COVED AT INTERSECTIONS. O.ROUNDED AND COVED CORNERS OR RADIUS BENDS SHALL BE 1/2" RADIUS OR LONGER. P.UNDERSIDES OF TOPS TO BE COATED WITH HEAVY-BODIED RESINOUS MATERIAL COMPOUND FOR PERMANENT, NON-FLAKING ADHESION TO METAL, 1/8" THICK, APPLIED AFTER REINFORCING MEMBERS HAVE BEEN INSTALLED, DRYING WITHOUT DIRT- CATCHING CREVICES. Q.SHELVES ARE TO BE TURNED UP 2" ON THE BACK EDGE. TURN OTHER EDGES DOWN 1 1/2" TO FORM OPEN CHANNELS. REINFORCE SHELF UNITS TO SUPPORT 40 LBS. PER SQUARE FOOT LOADING, PLUS 100% IMPACT LOADING. R.TRIMWORK AND FRAMING AT MASONRY OPENINGS SHALL BE 18 GAUGE STAINLESS STEEL AND FORMED SO AS TO FIT SNUG TO WALLS AND ADJACENT SURFACES. FRAMING SHALL EXTEND A MINIMUM OF 2" ON EACH SURFACE. SEAL TRIMWORK TO WALLS. REFER TO DRAWINGS. S.METAL COMPONENTS, UNLESS SPECIFIED OR NOTED OTHERWISE, TO BE THE FOLLOWING GAUGES: TABLETOPS 14 GAUGE STAINLESS STEEL WALL SHELVES 16 GAUGE STAINLESS STEEL UNDERSHELVES 16 GAUGE STAINLESS STEEL SINKS & DRAINBOARDS 14 GAUGE STAINLESS STEEL EXHAUST DUCTS 18 GAUGE STAINLESS STEEL LEGS - 1 5/8" DIA.16 GAUGE STAINLESS STEEL N.T.S.1 EDGE DETAILS N.T.S.2 1" SQUARE SPLASH N.T.S.3 45º ANGLED BACKSPLASH DETAIL N.T.S.4 SPLASH DETAIL AT SYPHON BREAKER N.T.S.5 SPLASH DETAIL AT UPRIGHT (DISH TABLE) N.T.S.6 VACUUM BREAKER DETAIL N.T.S.7 DISPOSER SWITCH BRACKET DETAIL N.T.S.8 SINK ASSEMBLY DETAIL N.T.S.9 HOSE BIBB DETAIL N.T.S.10 REMOVABLE ANGLE SLIDE RACK DETAIL N.T.S.11 FILL FAUCET DETAIL N.T.S.12 VERTICAL SECTION AT TRAY DROP N.T.S.13 PLAN SECTION AT TRAY DROP WINDOW N.T.S.14 VENT RISER DETAIL N.T.S.15 CLEAN & SOILED DISHTABLE CONNECTION DETAIL 1/4" = 1'-0"17 SECTION AT WALL SHELF N.T.S.16 COLD STORAGE ASSEMBLY WALL PENETRATION DETAIL NONE18CUSTOM FAB NOTES KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team K:\Dropbox (FDP)\FDP-HOUSTON 2014\ALDINE ISD\TOWNSEN MS - 1 STORY\WORKING R15\FDP TOWNSEN MS 11.15.16.rvt 11/15/2016 4:22:10 PM NONE TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FS DETAILS FS-8 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 11/16/2016 BID ISSUE BID ISSUE NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:21:57 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 3D VIEW & SHEET INDEX S0.00 N.T.S. ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1 OVERALL 3D VIEW SHEET LIST Sheet Number Sheet Name S0.00 3D VIEW & SHEET INDEX S0.01 GENERAL STRUCTURAL CRITERIA S1.01 COMPOSITE FOUNDATION PLAN S1.01A FOUNDATION PLAN AREA A S1.01B FOUNDATION PLAN AREA B S1.01C FOUNDATION PLAN AREA C S1.01D FOUNDATION PLAN AREA D S1.01E FOUNDATION PLAN AREA E S1.01F FOUNDATION PLAN AREA F S1.01G FOUNDATION PLAN AREA G S2.01 MISC FRAMING PLANS & DETAILS S2.11 COMPOSITE LOW ROOF FRAMING PLAN S2.11A LOW ROOF FRAMING PLAN AREA A S2.11B LOW ROOF FRAMING PLAN AREA B S2.11C LOW ROOF FRAMING PLAN AREA C S2.11D LOW ROOF FRAMING PLAN AREA D S2.11E LOW ROOF FRAMING PLAN AREA E S2.11F LOW ROOF FRAMING PLAN AREA F S2.11G LOW ROOF FRAMING PLAN AREA G S2.21 COMPOSITE HIGH ROOF FRAMING PLAN S2.21A ENTRY ROOF FRAMING PLAN S2.21D SKYLIGHT ROOF FRAMING PLANS S2.21E HIGH ROOF FRAMING PLAN AREA E S2.21G HIGH ROOF FRAMING PLAN AREA G S3.01 DRILLED PIER & PLINTH SCHEDULE & DETAILS S3.02 COLUMN SCHEDULE S4.02 BRACE ELEVATIONS S5.01 FOUNDATION DETAILS S5.02 FOUNDATION DETAILS S5.03 FOUNDATION DETAILS S5.04 TENNIS COURT PLAN S5.05 TENNIS COURT DETAILS S6.01 TYPICAL FRAMING DETAILS S6.02 ROOF FRAMING DETAILS S6.03 ROOF FRAMING DETAILS S6.05 STANDARD STEEL & CMU SECTIONS 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 5. EXCAVATION, BACKFILLING & FOUNDATIONS A GEOTECHNICAL EXPLORATION OF SUBSURFACE CONDITIONS, CONTAINING TEST BORINGS, LABORATORY TEST, ENGINEERING ANALYSIS AND FOUNDATION RECOMMENDATIONS, PERFORMED BY HTS, INC. CONSULTANTS REPORT NO. 16-5-215, DATED JULY 29, 2016 IS AVAILABLE FOR REVIEW. MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION SO THAT PONDING OF WATER DOES NOT OCCUR IN THE BUILDING AREA. SUB-GRADE PREPARATION . EXCAVATE EXISTING SOILS AS REQUIRED TO REMOVE ALL EXISTING VEGETATION ROOTS & DELETERIOUS MATERIALS FROM THE PROPOSED BUILDING AREA, & AS REQUIRED BY SOIL REPORT. THE CLEARING SHOULD EXTEND AT LEAST FIVE (5) FEET BEYOND THE BUILDING EDGES. ONCE ROUGH GRADE IS ESTABLISHED, THE EXPOSED SURFACE SHOULD BE PROOF-ROLLED IN ACCORDANCE WITH TxDOT ITEM 216 (2014). ANY SOFT POCKETS OF SOFT OR WEAK SOILS ENCOUNTERED SHOULD BE REMOVED. BUILD BUILDING PAD AS REQUIRED BY SOIL REPORT. A MINIMUM OF ONE (1) FEET OF SELECT FILL MATERIAL PLUS SIX (6) INCHES OF SUBGRADE STABILIZATION WITH HYDRATED LIME (OR FLY-ASH) IS REQUIRED UNDER THE FLOOR SLAB AND SHALL EXTEND BEYOND THE BUILDING PERIMETER AS REQUIRED BY THE SOIL REPORT. THE MATERIAL USED TO CONSTRUCT THE BUILDING PAD SHOULD CONSIST OF A SELECT NON-ACTIVE, INORGANIC SANDY CLAY TYPE SOIL HAVING A PLASTICITY INDEX (P.I.) BETWEEN 10 & 20. SELECT FILL MATERIAL SHOULD BE PLACED UNDER LABORATORY CONTROL, IN NO GREATER THAN EIGHT (8) INCH LOOSE LAYERS, AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY AS DETERMINED BY ASTM D-698 PROCEDURE, AT OPTIMUM MOISTURE CONTENT (0 TO +2%). REFER TO THE GEOTECHNICAL EXPLORATION FOR ADDITIONAL INFORMATION. 67 60*(1) INTERNATIONAL BUILDING CODE, 2012 EDITION WITH CITY OF HOUSTON AMENDMENTS. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE); MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7-10, AS AMENDED. AMERICAN CONCRETE INSTITUTE (ACI), BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11, AS AMENDED. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, 14TH EDITION (ASD), AS AMENDED. AMERICAN WELDING SOCIETY (AWS). STEEL JOIST INSTITUTE (SJI), STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS AND JOIST GIRDERS. STEEL DECK INSTITUTE (SDI), DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS, ROOF DECKS, AND CELLULAR METAL FLOOR DECK WITH ELECTRICAL DISTRIBUTION. SUPERIMPOSED LOADS ARE GIVEN IN POUNDS PER SQUARE FOOT (PSF). BUILDING AREA C. GRAVITY LOADS: LIVE LOAD (PSF) 0 DEAD LOAD (PSF) 100 B. BUILDING CODES AND DESIGN STANDARDS: THE STRUCTURE AS SHOWN HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS AND DESIGN STANDARDS TO SUPPORT THE FINAL BUILDING SERVICE LOADS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADDITIONAL SUPPORTS FOR THE STRUCTURE IF NECESSITATED BY THE CONSTRUCTION SEQUENCE OR METHODS OF FABRICATION, HANDLING, ERECTION, AND OTHER CONSTRUCTION OPERATIONS. A. DESIGN CONCEPT: CONSTRUCTION METHODS, PROCEDURES AND SEQUENCES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND THE CONTRACTOR SHALL TAKE ALL THE NECESSARY MEANS TO MAINTAIN AND PROTECT THE STRUCTURAL INTEGRITY OF ALL CONSTRUCTION AT ALL STAGES. ALL PROPOSED SUBSTITUTIONS MUST BE EQUAL OR BETTER AND SHALL BE REVIEWED BY THE ARCHITECT/ENGINEER PRIOR TO ANY PERTINENT WORK AND PRIOR TO THE AWARD OF THE CONTRACT. NOT ALL OPENINGS AND OTHER COMPONENTS THAT ARE REQUIRED HAVE BEEN SHOWN IN THE STRUCTURAL DRAWINGS. COORDINATE WITH THE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS AND VERIFY THE LOCATIONS AND SIZES OF ALL CHASES, INSERTS, OPENINGS, SLEEVES, FINISHES, DEPRESSIONS, PADS AND OTHER PROJECT REQUIREMENTS. FLOOR PLAN WILL BE FURNISHED FOR THAT PURPOSE. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS TO DETERMINE WHERE OPENINGS ARE REQUIRED IN REINFORCED CONCRETE BEAMS, SLABS AND WALLS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, DETAILING ALL THE OPENINGS, INCLUDING ADDED REINFORCEMENT AS SHOWN ON THE TYPICAL WALL, SLAB AND BEAM OPENING DETAILS FOR REVIEW. ADDITIONAL REINFORCEMENT ABOVE THAT SHOWN IN THE TYPICAL SLAB AND BEAM OPENING DETAILS MAY BE REQUIRED AND WILL BE REVIEWED ON THE SHOP DRAWINGS. USE THE MANUFACTURER'S CERTIFIED DRAWINGS AND SPECIFICATIONS FOR THE EQUIPMENT ANCHORAGE AND DETAILS. ALL CONSTRUCTION JOINTS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE INCORPORATED INTO THE STRUCTURE. ADDITIONAL CONSTRUCTION JOINTS TO FACILITATE CONSTRUCTION SHALL BE LOCATED AND DETAILED ON THE SHOP DRAWINGS FOR REVIEW. HORIZONTAL CONSTRUCTION JOINTS SHALL NOT BE PERMITTED IN BEAMS UNLESS SHOWN ON THE STRUCTURAL DRAWINGS. ALL CONSTRUCTION AND CONTROL JOINTS FOR BEAMS WHICH ARE EXPOSED TO VIEW ARE TO BE LOCATED TO COINCIDE WITH THE ARCHITECTURAL RUSTICATION JOINTS AS SHOWN ON THE BUILDING ELEVATION SHEETS OR AS REVIEWED IN WRITING. SHOP DRAWINGS: 10067 8067 10047 *INCLUDES AN ALLOWANCE OF 15 PSF FOR PARTITION OR IF WEIGHT OF EQUIPMENT IS MORE. 2020 3. STRUCTURAL CONCEPT, STANDARDS AND LOADS 4. GENERAL NOTES FOR CONSTRUCTION 1. 2. 3. 4. 5. 6. 7. WIND LOADS FOR AN ULTIMATE WIND SPEED OF 150 MPH 3-SECOND GUST (ASCE 7-10 METHOD), WITH A RISK CATEGORY III. COMPONENT AND CLADDING PRESSURES ARE AS FOLLOWS: D. LATERAL DESIGN LOADS: 1. 2. THE TERM "SHOP DRAWINGS" INCLUDES FABRICATION, MANUFACTURING, ERECTION AND SETTING DRAWINGS, BROCHURES, CERTIFICATES, AND PRODUCT DATA DESCRIBING MATERIALS AND EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE ALL PERTINENT INFORMATION REQUIRED FOR THE ENGINEER TO FULLY EVALUATE THE MATERIALS BEING REPRESENTED BY THE SUBMITTAL INCLUDING THE PHYSICAL PROPERTIES, DIMENSIONS, LOCATIONS AND METHOD OF INSTALLATION. SHOP DRAWINGS WILL BEAR THE REVIEW STAMP OF THE CONTRACTOR INDICATING THAT HE HAS REVIEWED THE DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS; COORDINATED ITEMS INCLUDED IN THE SUBMITTAL WITH RELATED ITEMS; AND VERIFIED AND COORDINATED DIMENSIONS. REPRODUCTIONS OF THE ENGINEERING DRAWINGS WILL NOT BE ACCEPTABLE AS SHOP DRAWINGS. ANY SHOP DRAWING NOT CONFORMING TO THESE REQUIREMENTS WILL BE CAUSE FOR REJECTION AND WILL BE RETURNED WITHOUT ANY FURTHER ACTION. A. B. C. D. E. F. G. H. I. J. K. 1. 2. 3. 4. 1. SLAB ON GRADE 2. CLASS ROOMS 3. ELEVATOR LOBBY 4. ELEVATED FLOOR CORRIDORS 5. STAIRS 6. ROOF 7. MECHANICAL AREAS 67 150*2 TYPE TRIBUTARY AREA PRESSURES (PSF) CORNER PERIMETER FIELD WALLS 10 FT 2 10 FT 2 10 FT 2 +54, -72 +24, -148 +186, -109 - +24, -98 - +54, -98 +24, -59 +136, -95 ROOF PARAPET RE: IBC 2012 FOR DESCRIPTION OF CORNER, PERIMETER & FIEILD. POSITIVE PRESSURES ARE PRESSURES ACTING TOWARD THE BUILDING. NEGATIVE PRESSURES ARE PRESSURES ACTING AWAY FROM THE BUILDING. A. B. C. E. GROUND SNOW LOADS: 0 PSF F: SPECIAL LOADS: STAIR TREADS, RAILING AND GUARDRAILS ITEM REQUIRED CAPACITY TREADS TOP RAILS OTHER RAILS, FILLERS & CONNECTIONS HAND RAILS 300 POUNDS AT CENTER 50 PLF HORIZONTALLY 50 PSF HORIZONTALLY 200 POUNDS ANY DIRECTION 1. 2. 3. A. B. C. D. 1.STRUCTURAL ABBREVIATIONS CONTROL JOINTCTJ ELECTRICALELEC FLOOR DRAINFD ELEV EQ EW EXIST EXP ELEVATOR EQUAL(LY) EACH WAY EXISTING EXPANSION CENTER LINE CAP PLATE CARBON STEEL DRILLED FOOTING CONTINUOUS DEAD LOAD EACH FACE EXPANSION JOINT DIAGONALDIAG E EA EF EJ EL DIM DL DN DO DWG DWL EAST EACH ELEVATION DIMENSION DOWN DITTO DRAWING DOWEL CS D DET DF DIA CL CLR COL CONC CPL CONT DEPTH DETAIL DIAMETER CLEAR COLUMN CONCRETE STEEL CONSTRUCTION AMERICAN INSTITUTE OF STEEL INSTITUTE AMERICAN IRON AND STANDARD INSTITUTE AMERICAN NATIONAL APPROXIMATE(LY) ARCHITECTURAL CIVIL ENGINEERS AMERICAN SOCIETY OF TESTING MATERIALS BOTTOM CHORD BOTTOM OF DECK AMERICAN WELDING SOCIETY BEAM (MILD REINFORCED) BASE PLATE BOTH SIDES CHANNEL, COMPRESSION CAST-IN-PLACE CONSTRUCTION JOINT AMERICAN SOCIETY OF B, BM BS C CAMB CIP CSJ BC BLDG BOD BOT BP BRG CAMBER BUILDING BOTTOM BEARING APPROX. ARCH ASCE AWS ASTM AISC AISI ANSI AMERICAN ASSOCIATION OF STATE HIGHWAY AND ANCHOR ROD ADDITIONAL AMERICAN CONCRETE TRANSPORTATION OFFICIALS AASHTO AR ACI ADJ ADDL ADJACENT INSTITUTE FINISH FLOOR ELEVATIONF.F.E. MATL MECH MFG(S) OPNG FOUNDATION FS FND FAR SIDE PLF PL MT NS NTS OC OD OPP NIC NO. NOM N MILL MIN MISC ML MO MS MC MID MAX POUNDS PER LINEAR FOOT PLATE STRUCTURAL TEE CUT FROM MISC. STEEL NOT IN CONTRACT NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE OPENING NUMBER NOMINAL NORTH MATERIAL MOMENT CONNECTION, MISC. CHANNEL MECHANICAL MANUFACTURER(S) MILL FACE MISCELLANEOUS MATCH LINE MASONRY OPENING MILD STEEL MINIMUM MIDDLE MAXIMUM HORIZ GALV LL LLBB LLH LLV LP LW L Ld LG LGT LH ID IN JT K KSI HP HR HSS FT GA GB FTG KIPS PER SQUARE INCH LONG LEG BACK TO BACK SPAN, LEFT DEVELOPMENT LENGTH LONG, LONGITUDINAL LEFT HAND LIVE LOAD LONG LEG HORIZ. LONG LEG VERTICAL LOW POINT LONG WAY LENGTH HORIZONTAL HIGH POINT INSIDE DIAMETER KIPS, JOIST SERIES HOLLOW STRUCTURAL INCHES JOINT SECTION HOUR GRADE BEAM GALVANIZED FEET, FOOT GAUGE GRADE FOOTING JST JOIST WORKING POINT LEVEL, WORKING LINE WIDE FLANGE REFERENCE ROOF DRAIN RIGHT, RISER, RADIUS (ING), (MENT) REINFORCE(D), RIGHT HAND ROUGH OPENING SOUTH, SLAB SCHEDULE(D) STEEL DECK INSTITUTE SQUARE FEET STEEL JOIST INSTITUTE REVISION SPECIFICATION(S) STANDARD STIFFENER STIRRUP STRUCTURAL TOP, TENSION TOP AND BOTTOM TONGUE AND GROOVE TEMPERATURE THICK(NESS) TOP OF FOOTING TOP OF LEDGE TOP OF PANEL TOP OF STEEL TOP OF WALL TREAD(S) TOP OF JOIST UNDERWRITERS LABORATORY UNIFORM UNLESS OTHERWISE BEAM END SHEAR VERTICAL BRACE VERTICAL WALL, WEST, WIDTH, WIND LOAD, WATER WATERPROOF, TOP OF CONCRETE REQUIRED TEMP PLUMB PROJ PSI PSF PR PLUMBING POUNDS PER SQUARE INCH PROJECTION POUNDS PER SQUARE FOOT PAIR WP UL UNIF UON VERT W W/ WL V VB WITH NOTED TOW TRD(S) TOT TOJ TYP THK TOF TOL TOP TOS TOC TOTAL TYPICAL SPEC(S) STIF STIR T & B T & G STL STR T SPA SQ STD STEEL SPACE SQUARE SCHED SECT SDI SF SHT SIM SJI SL RH RO S REV SECTION SHEET SIMILAR SLOPE REINF REQD R REF RE RD REFER DIAMETER %PERCENT KNEE BRACE STANDARD ROLLED SHAPE STEEL ANGLE STANDARD ROLLED CHANNEL STEEL ANGLE BACK TO BACK STANDARD STEEL PIPE HOLLOW STRUCTURAL SECTION CENTER LINE OC C x BY ON CENTER & @ AND AT L W KB STANDARD AISC ROLLED SHAPE BEAM 6 CONNECTORS / 12 CONNECTORS LEFT TO RIGHT AS 10 CONNECTORS / CONNECTORS EQUALLY SPACED FROM W21x50 WITH 28 HEADED SHEAR STANDARD AISC ROLLED SHAPE OF CONNECTED TO A ROLLED SHAPE COLUMNMC W21x50 - 10, 6, 12 BE A M BE A M REFER TORE: P PLATE WITH A STANDARD WELDED MOMENT CONNECTION STANDARD 'K' SERIES JOIST10K1 STRUCTURAL LEGEND2. STANDARD SJ1 OPEN WEB WITH 5 KIPS END SHEAR STEEL JOIST, K SERIES 20K7 V = 5K TYPE 2 DECK S1 1B1 J1 W14x22 WITH 10 HEADED SHEAR STANDARD AISC ROLLED SHAPE OF W18x35 WITH 20 KIPS BEAM END SHEAR STANDARD AISC ROLLED SHAPE OF W21x55 WITH 1" UPWARD CAMBER STANDARD AISC ROLLED SHAPE OF W27x84 AT ELEVATION 24'-0" STANDARD AISC ROLLED SHAPE OF CONNECTORS EQUALLY SPACED CWF1 CONTINUOUS WALL FOOTING MARK A GB1 B1 BASEMENT WALL MARK BASE PLATE MARK RETAINING WALL MARK BW1 BP1 RW1 PLINTH MARK COLUMN MARK ITEM SPREAD FOOTING MARK PRECAST CONCRETE PANEL SYMBOL P-1 W18x35 W14x22 (10) W21x555 c=1" 20K (+24'-0") W27x84 C1 P1 20K SPAN DIRECTION OF A BARE STEEL DECK TYPE 2 NOT HAVING ANY CONCRETE TOPPING SPAN DIRECTION OF A MILD REINFORCED CONCRETE SLAB WITH MAIN REINFORCING MARK S1 MILD REINFORCED CONCRETE JOIST MARK MILD REINFORCED CONCRETE BEAM MARKS STRUCTURAL STEEL COLUMN SPLICE TYPE TYPE TYPE 1 5 1/2" SLAB SPAN DIRECTION OF 5 1/2" THICK CONCRETE SLAB W/ TYPE 1 STEEL DECK F1 STRAIGHT SHAFT DRILLED PIER/FOOTING24/24 SLAB DEPRESSION AND AMOUNT (DRAWN AS DETAIL 2 ON SHEET S5.1) SECTION OR DETAIL REFERENCE ANGLE IN DEGREES, MINUTES AND SECONDS DIMENSION TO COLUMN GRID OR CENTER LINE BUILDING GRID LINES "2" AND "B" 2/S5.01 B 2 REVISION MARK2 DIMENSION TO FACE OR NUMBER (BAR SIZE) DATUM ELEVATION SQUARE # 6" 126'-0" S2-01 2 4 5 . 0 0 ° DIM PROVIDE DEFORMED NEW BILLET STEEL BARS CONFORMING TO ASTM A615, GRADE 60. ALL REINFORCING STEEL SHALL BE SECURELY HELD IN PLACE; PROVIDE ADDITIONAL BARS OR STIRRUPS FOR SUPPORT AS REQUIRED. WELDED WIRE FABRIC SHALL CONSIST OF FLAT SHEETS AND SHALL CONFORM TO ASTM A185, WITH A MINIMUM YIELD STRENGTH OF 65.0 KSI PROVIDE FULL EMBEDMENT WITH STANDARD 90 DEGREE HOOKS FOR ALL DOWELS. IF NOT OTHERWISE SPECIFIED, THE DOWEL SIZE AND SPACING SHALL BE THE SAME AS THE MAIN REINFORCING. WHEN REINFORCING STEEL IN GRADE BEAMS, WALLS, SLABS AND BEAMS, IS NOTED AS CONTINUOUS, SPLICE REINFORCING STEEL ONLY WHEN UNAVOIDABLE DUE TO STOCK LENGTHS. STAGGER ALL SPLICES A MINIMUM OF 4'-0". ADJACENT BAR SPLICES ARE NOT ACCEPTABLE. LOCATE THE TOP BAR SPLICES WITHIN THE MIDDLE HALF OF THE SPAN AND LOCATE THE BOTTOM BAR SPLICES AT SUPPORTS OR BETWEEN SUPPORTS AND 1/3 SPAN POINT, UNLESS NOTED OTHERWISE ON PLANS, DETAILS OR SCHEDULES. PROVIDE INTERIOR AND EXTERIOR HORIZONTAL LAPPED CORNER BARS AT ALL CORNERS TO MATCH THE SIZE, TYPE AND SPACING OF THE WALL AND GRADE BEAM HORIZONTAL REINFORCING. UNLESS SPECIFICALLY NOTED, SCHEDULED OR DETAILED OTHERWISE, PROVIDE DEVELOPMENT LENGTH FOR REINFORCING IN CONCRETE COMPONENTS IN ACCORDANCE WITH THE SCHEDULE IN NOTE G. BELOW. THIS SCHEDULE SHALL APPLY TO ALL DEVELOPMENT LENGTHS NOT OTHERWISE NOTED, DETAILED OR SCHEDULED IN THE DRAWINGS OR SPECIFICATIONS. REINFORCING BAR DEVELOPMENT LENGTHS (Ld) IN INCHES FOR VARIOUS CONCRETE STRENGTHS IN POUNDS PER SQUARE INCH (PSI). TOP BARS ARE DEFINED AS HORIZONTAL REINFORCING SO PLACED IN A MEMBER THAT MORE THAN 12 INCHES OF CONCRETE IS CAST BELOW THE BAR. ALL OTHER CONDITIONS ARE CONSIDERED BOTTOM BARS FOR DEVELOPMENT AND SPLICE LENGTH PURPOSES. BAR SIZE GRADE 60 6000 #8 #9 #10 #11 #7 #4 #5 #3 #6 3000 50004000 40003000 5000 6000 Ld FOR TOP BARS 28 DAY CYLINDER CONCRETE STRENGTH (PSI) Ld FOR BOTTOM BARS 3500 NORMAL WEIGHT 2. SLAB-ON-GRADE 4. GRADE BEAMS AND PLINTHS BUILDING COMPONENT 1. DRILLED PIERS 3000 4000 28 DAY CYLINDER COMPRESSIVE STRENGTH POUNDS PER SQUARE INCH(PSI) A. CONCRETE SCHEDULE 22 29 36 43 63 72 81 89 98 19 25 31 37 54 62 70 78 85 17 23 28 34 49 56 62 69 76 16 21 26 31 45 51 57 63 70 17 22 28 33 48 55 62 69 76 15 19 24 29 42 48 54 60 66 13 17 22 26 38 43 48 53 59 12 16 20 24 34 39 44 49 54 3. SLAB-ON-METAL DECK MAX. AGGREGATE SIZE (IN.) SLUMP (IN.) NOTE: PROVIDE 8" MINIMUM BEARING EACH END FOR STEEL LOOSE LINTELS. ONE ANGLE SHALL BE PROVIDED FOR EACH WYTHE OF BRICK. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS. HOT DIP GALVANIZE ALL LINTELS AFTER FABRICATION. 7'-0" BUT LESS THAN 8'-6" 6'-0" BUT LESS THAN 7'-0" 5'-0" BUT LESS THAN 6'-0" 4'-0" BUT LESS THAN 5'-0" LESS THAN 4'-0" MASONRY OPENING L 6 x 4 x 5/16 LLV L 6 x 3 1/2 x 5/16 LLV L 5 x 3 1/2 x 1/4 LLV L 4 x 4 x 1/4 L 3 1/2 x 3 1/2 x 1/4 SIZE L L DETAIL L L L 5. TILT-WALL PANELS A. ROLLED SHAPES: B. CONNECTIONS D. OPEN WEB STEEL JOISTS: C. HEADED SHEAR CONNECTORS E. STEEL DECK: TYPE 1 6. CONCRETE 11. MASONRY 9. LOOSE MASONRY LINTEL SCHEDULE 7. STRUCTURAL STEEL CONSTRUCT REINFORCED MASONRY IN ACCORDANCE WITH "SPECIFICATION FOR MASONRY STRUCTURES", ACI 530.1/ASC36. MASONRY ALLOWABLE DESIGN STRESSES ARE BASED UPON REQUIRING NO SPECIAL INSPECTION. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N, TYPE 1 MINIMUM FACE THICKNESS SHALL BE 1.25". ALL WALLS ARE LIGHT WEIGHT BLOCKS (105 PCF OR LESS). REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. ALL BOLTS USED FOR ANCHORAGE SHALL BE ASTM A307 HEADED BOLTS. MASONRY STRENGTH (F'M) AT 28 DAYS SHALL BE A MINIMUM OF 2,000 PSI. USE TYPE M OR S MORTAR. MASONRY UNITS SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 2800 PSI. GROUT SHALL CONFORM TO ASTM C476. GROUT STRENGTH SHALL BE AT LEAST 2800 PSI. PROVIDE MORTAR BED OR WEB BETWEEN GROUTED BED AND HOLLOW CELL. USE FULL HEAD AND BED JOINTS. UNLESS SHOWN ON DETAILS, PROVIDE #9 LADDER OR TRUSS HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. PROVIDE 2-#5 AT ALL JAMBS AND ENDS OF WALLS. GROUT SOLID THE FIRST CELL ON EITHER SIDE OF DOOR OPENINGS, UNLESS OTHERWISE NOTED. PROVIDE 8" U-BLOCK CMU LINTEL WITH 8" BEARING EACH END; REINFORCE WITH (2) #4 BOTTOM. EMBED ALL BOLTS IN FULL GROUTED CELL. PLACE BOLTS IN SAME VERTICAL CELL AS REINFORCING IF POSSIBLE. MINIMUM EMBEDDED LENGTH IS ONE-HALF WIDTH OF CELL. UNLESS SHOWN ON DETAILS, PROVIDE (2) #5 HORIZONTAL REINFORCEMENT IN FULY GROUTED CELL AT 48" OC VERTICALLY. GROUT SOLID THE FIRST CELL ON EACH LEVEL & ROOF. REINFORCE WITH HORIZTONAL AS PER NOTE 1. RE: TO DETAIL 9 ON THE TYPICAL CMU DETAIL SHEET. A. B. C. D. E. F. G. H. I. J. 28 DAY CYLINDER CONCRETE STRENGTH (PSI) ALL STRUCTURAL STEEL FOR ALL THE HORIZONTAL FRAMING MEMBER SHALL CONFORM TO ASTM A992, GRADE 50, UNLESS OTHERWISE NOTED ALL STRUCTURAL STEEL FOR HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500, GRADE B, UNLESS OTHERWISE NOTED. ALL STRUCTURAL STEEL FOR PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE B, UNLESS OTHERWISE NOTED. ALL STRUCTURAL STEEL FOR ANGLES, CHANNELS, PLATES AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A36, UNLESS OTHERWISE NOTED. ALL EXPOSED STEEL TO BE GALVINIZED. 1. 2. 3. 4. 5. 1. 2. 3. 4. 5. ALL HEADED SHEAR CONNECTORS SHALL BE 3/4 IN. DIAMETER STUDS x 4 1/2 IN. LONG AFTER WELDING AND SHALL CONFORM TO ASTM A108 UNLESS OTHERWISE NOTTED. PLACE MAXIMUM NUMBER OF STUDS IN A SINGLE ROW PATTERN AND THE BALANCE IN A DOUBLE ROW PATTERN AS NECESSARY TO SATISFY THE AISC SPACING REQUIREMENT. 1. 2. AS APPLICABLE FOR THE OPEN WEB STEEL JOIST TYPE INDICATED ON THE DRAWINGS, CONFORMING TO SJI OR AISC, WHICHEVER IS MORE STRINGENT. PROVIDE JOIST BRIDGING IN ACCORDANCE WITH SJI. DESIGN ROOF JOISTS FOR NET UPLIFT PRESSURES OF 60 PSF. PROVIDE STEEL ROOF DECK 1 1/2" DEEP TYPE B 20 GAUGE STEEL SHEETS AND CONFORMING TO ASTM A653, STRUCTURAL STEEL (SS), GRADE 33, GALVANIZED COATING DESIGNATION G60. PROVIDE STEEL ROOF DECK WITH THE FOLLOWING MINIMUM SECTION PROPERTIES: MOMENT OF INERTIA: I =0.201 INCHES /FOOT WIDTH SECTION MODULUS: Sp =0.234 INCHES /FOOT WIDTH SECTION MODULUS: Sn =0.247 INCHES /FOOT WIDTH ATTACH STEEL ROOF DECK TO STEEL SUPPORTS AND AT SIDE LAPS AS FOLLOWS: POWDER-ACTUATED FASTENERS: SUPPORTS: "HILTI" X-EDNK22 THQ12 AND "HILTI" X-ENP-19L15, 36/5 PATTERN SIDELAPS: #10 "TEK" @ 16" O.C. MAXIMUM SCREWS: SUPPORTS: #12 "TEK" SCREWS, 36/7 PATTERN SIDELAPS: #10 "TEK" @ 16" O.C. MAXIMUM 4 3 3 1. 2. a. b. c. 3. a. b. 1. 2. 3. PROVIDE 8" MINIMUM BEARING EACH END FOR CMU LINTELS. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS. CURVE CMU LINTEL AND REINFORCING FOR THE RADIUS OF THE WALL WHERE OCCURRING AND PROVIDE 1'-4" MINIMUM BEARING EACH END. LESS THAN 4'-8" 4'-8" BUT LESS THAN 5'-8" 5'-8" BUT LESS THAN 6'-8" GREATER THAN 6'-8" REINFORCING - 8" x 8" MASONRY OPENING U-BLOCK 8" x 8" 8" x 8" RE: PLAN FOR DETAILS (2) #6 (2) #4 (2) #5 10. CONCRETE MASONRY UNIT (CMU) LINTEL SCHEDULE A. B. B. C. D. E. F. G. H. PROVIDE LAP SPLICE LENGTHS FOR REINFORCING BARS 1.3 TIMES THE Ld NOTED IN NOTE H ABOVE. WHEN TWO BARS OF DIFFERENT SIZES ARE LAPPED, THE SMALLER SIZE SHALL GOVERN THE LAP LENGTH UNLESS SPECIFICALLY NOTED. WELDED OR MECHANICAL SPLICES CAPABLE OF DEVELOPING 125% OF THE BAR YIELD STRENGTH MAY BE USED IN LIEU OF THE LAPS. SUCH SPLICES MAY BE EITHER FULL BUTT WELDS OR SERIES "C CADWELDS OR EQUAL." THE GENERAL NOTES, LAP LENGTHS OR DETAILS PERTAINING TO REINFORCING STEEL AS SHOWN ON THE DETAIL SHEETS OR OTHER SCHEDULES SHALL SUPERSEDE THE NOTES SHOWN ON THIS SHEET. PROVIDE THE FOLLOWING COVER FOR CAST-IN-PLACE CONCRETE REINFORCING. UNFORMED SURFACES IN CONTACT WITH EARTH: 3 INCHES UNFORMED SURFACES OVER MOISTURE BARRIER: 2 INCHES FORMED SURFACES EXPOSED TO EARTH OR WEATHER #6 AND LARGER: 2 INCHES #5 AND SMALLER: 1 1/2" INCHES FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER SLABS AND WALLS: 3/4 INCHES BEAMS AND COLUMNS 1 1/2 INCHES I. 1. 2. J. K. 1. 2. 3. a. b. 4. a. b. 6. ALL OTHER CONCRETE 8. INDEPENDENT TESTING LABORATORY THE DESIGN OF STRUCTURAL STEEL CONNECTIONS IS THE RESPONSIBILITY OF THE CONTRACTOR AND THE STEEL FABRICATOR. THE DESIGN OF THE CONNECTIONS SHALL BE PERFORMED BY A REGISTERED PROFESSIONAL ENGINEER. WHERE NO REACTION IS SHOWN, DESIGN THE CONNECTION FOR 15 KIPS. CONNECTIONS NOT HANDLED BY DETAILS ON THESE PLANS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND THE STEEL FABRICATOR. PROVIDE STANDARD BOLTED CONNECTIONS CONFORMING TO AISC BOLTED CONNECTIONS, USING 3/4" DIAMETER ASTM A325-N HIGH STRENGTH BOLTS . PROVIDE MINIMUM OF TWO BOLTS FOR ALL CONNECTIONS. UNLESS OTHERWISE NOTED, ALL MOMENT CONNECTIONS SHALL BE MADE WITH FULL PENETRATION WELDS AND SHALL BE DESIGNED TO DEVELOP THE FULL CAPACITY OF THE MEMBER. ALL WELDED CONNECTIONS SHAL CONFORM TO AWS UNLESS OTHERWISE NOTED. WHERE FILLET WELD IS NOT SHOWN ON DETAIL, ITS SIZE SHALL BE ASSUMED TO BE THE PLATE THICKNESS OF THE THINNEST PEICE MINUS 1/16". W/C RATIO 5-71 1/2" 1" 3/4" 1" 1" 1" 4-6 3-5 4-6 3-5 4-6 0.55 0.50 0.45 0.50 0.45 0.50 A GEOTECHNICAL EXPLORATION OF SUBSURFACE CONDITIONS, CONTAINING TEST BORINGS, LABORATORY TEST, ENGINEERING ANALYSIS AND FOUNDATION RECOMMENDATIONS, PERFORMED BY HTS, INC. CONSULTANTS REPORT NO. 16-S-215, DATED JULY 29, 2016 IS AVAILABLE FOR REVIEW. EMPLOYMENT OF A TESTING LABORATORY IN NO WAY RELIEVES THE CONTRACTOR OF ANY OBLIGATION TOPERFORM WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. CONTRACTOR RESPONSIBILITIES: SPECIAL INSPECTIONS: DELIVER TO LABORATORY AT DESIGNATED LOCATION ADEQUATE SAMPLES OF MATERIALS PROPOSED TO BE USED WHICH REQUIRE TESTING, TOGETHER WITH PROPOSED MIX DESIGNS. COOPERATE WITH LABORATORY PERSONNEL AND PROVIDE ACCESS TO WORK AND TO MANUFACTURER'S FACILITIES. PROVIDE INCIDENTAL LABOR AND FACILITIES TO PROVIDE ACCESS TO WORK TO BE TESTED, TO OBTAIN AND HANDLE SAMPLES AT THE SITE OR AT SOURCE OF PRODUCTS TO BE TESTED, TO FACILITATE TEST AND INSPECTIONS AND FOR STORAGE AND CURING OF TEST SAMPLES. NOTIFY LABORATORY OF MATERIAL SOURCES AND FURNISH NECESSARY QUANTITIES OF REPRESENTATIVE SAMPLES OF MATERIALS PROPPOSED FOR USE WHICH ARE REQUIRED TO BE TESTED. NOTIFY ARCHITECT AND LABORATORY 24 HOURS PRIOR TO EXPECTED TIME FOR OPERATIONS REQUIRING INSPECTION AND TESTING SERVICES. ADVISE LABORATORY IN A TIMELY FASHION TO COMPLETE REQUIRED INSPECTION AND TESTING PRIOR TO SUBSEQUENT WORK BEING PERFORMED. PAY FOR ALL SUBSEQUENT RE-TESTING OF PRODUCTS OR SYSTEMS FOUND TO BE DEFECTIVE OR OTHERWISE NOT IN ACCORDANCE WITH SPECIFICATION REQUIREMENTS. REMOVE REJECTED PRODUCTS AND REPLACE WITH PRODUCTS OF SPECIFIED QUALITY. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTOR(S) TO PROVIDE INDPECTIONS DURING CONSTRUCTION ON THE TYPES OF CONSTRUCTION LISTED IN THIS SECTIONS. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE TO THE INSPECTIONS BEING PERFORMED TO THE SATISFACTION OF THE ENGINEER OF RECORD AND THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR SHALL HAVE EXPERIENCE WITH AT LEAST FIVE OTHER PROJECTS SIMILAR IN NATURE. THE PURPOSE OF THE INSPECTIONS SHALL BE TO ENFORCE COMPLIANCE WITH THE CONSTRUCTION DRAWINGS, SPECIFICATIONS, GEOTECHNICAL REPORT AND THE 2015 INTERNATIONAL BUILDING CODE, SECTION 1704. THE FOLLOWING ITEMS REQUIRE INSPECTION BY THE SPECIAL INSPECTOR: REFERENCED STANDARD FREQUENCY STRUCTURAL / REINFORCING STEEL: HIGH STRENGTH BOLTING BEARING TYPE CONNECTIONS PERIODIC SLIP CRITICAL CONNECTIONS CONTINUOUS WELDING OF STRUCTURAL STEEL FULL PENETRATION GROOVE WELDS CONTINUOUS MULTI-PASS FILLET WELDS CONTINUOUS SINGLE-PASS FILLET WELDS > 5/16"CONTINUOUS SINGLE-PASS FILLET WELDS <=5/16"PERIODIC FLOOR AND DECK WELDS PERIODIC WELDING OF REINFORCING STEEL WELDABILITY OF STEEL, OTHER THE ASTM A706 PERIODIC SHEAR REINFORCEMENT CONTINUOUS OTHER REINFORCEMENT PERIODIC INSPECTION OF STEEL FRAME AND JOISTS DETAILS SUCH AS BRACING AND STIFFENING PERIODIC MEMBERS SIZES AND LOCATION PERIODIC APPLICATION OF CONNECTION DETAIL PERIODIC CONCRETE CONSTRUCTION REINFORCING STEEL PERIODIC RANDOMLY @ 20% CONCRETE MIX DESIGN PERIODIC EACH CONCRETE POUR SAMPLING OF FRESH CONCRETE CONTINUOUS (SEE NOTE 1) MAINTENANCE OF SPECIFIED CURING TEMPS PERIODIC AND TECHNIQUES EACH POUR INSPECTION OF CONCRETE PLACEMENT FOR CONTINUOUS PROPER APPLICATION TECHNIQUES INSPECTION OF MAINTENANCE OF SPECIFIED PERIODIC CURING TEMPERATURE AND TECHNIQUES DRILLED & EPOXIED ANCHORS EACH APPLICATION (SEE NOTE 2) INSPECT FORMWORK FOR SHAPE, LOCATION PERIODIC AND DIMENSIONS SOILS (SLAB-ON-GRADE): VISUAL OBSERVATIONS PERIODIC PROOFROLLING OBSERVATION CONTINUOUS MOISTURE CONDITIONING & RECOMPACTION CONTINUOUS OR PERIODIC, 1 DENSITY TEST FOR EACH 2,000 SF DURING FILL PLACEMENT CONTINUOUS OR PERIODIC EVALUATION OF INPLACE DENSITY FILL CONTINOUS OR PERIODIC PIERS: OBSERVE DRILLING OPERATIONS AND CONTINUOUS COMPLETE RECORD OF DRILLING VERIFY PLACEMENTS LOCATIONS AND CONTINUOUS LUMBNESS, LENGTH, EMBEDEMENT AND ADEQUATE BEARING STRENGTH CAPACITY CONFIRM PIER DIAMETER, REINFORCING STEEL - RE CONCRETE ABOVE NOTES:1. PROVIDE A SET OF 4 FOR EVERY 75 CY OF BUT NOT LESS THAN 1 5,000 SF OF SLAB OR WALL SURFACE AREA. MONITOR SLUMP AND AIR CONTENT OF CONC. AND NOTIFY DELIVERY DRIVER IF SLUMP DEVIATES MORE THAN 1" FROM SPEC'D VALUE. 2. ALL DRILLED AND EPOXIED ANCHORS (REBAR, BOLTS, THREADED RODS ETC.) SHALL BE PULL TESTED TO 110% FOR NO LESS THAN 3 MIN. ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE WILL BE PERFORMED TO DETERMINE COMPLIANCE OF REPLACED OR ADDITIONAL WORK WITH SPECIFIED REQUIREMENTS. CORRECT DEFICIENCIES IN WORK THAT TEST REPORTS AND INSPECTIONS INDICATE DO NOT COMPLY WITH THE CONTRACT DOCUMENTS. PROVIDE THE ENGINEER OF RECORD (EOR) COPIES OF ALL SPECIAL INSPECTIONS SO A SPECIAL INSPECTIONS REPORT CAN BE PREPARED FOR OBTAINING A CERTIFICATE OF OCCUPANCY. A. B. C. 1. 2. 3. 4. 5. 6. 7. D. 1. 2. 3. 4. 5. 6. 12. COLD FORMED METAL FRAMING COLD-FORMED STEEL JOISTS AND ACCESSORIES SHALL CONFORM TO ASTM A446-83, GRADE A, C OR D. COLD-FORMED STEEL MEMBERS SHALL CONFORM TO THE 1986 EDITION OF THE SPECIFICATION FOR THE DESIGN OF COLD-FORMED STRUCTURAL MEMBERS. MINIMUM YIELD STRESS SHALL BE 33,000 FOR GRADE A, 40,000 PSI FOR GRADE C AND 50,000 PSI FOR GRADE D. PLYWOOD WALL SHEATHING OVER COLD-FORMED STEEL STUDS SHALL BE APA RATED CD INTERIOR WITH EXTERIOR GLUE, THICKNESS AS SHOWN ON THE DRAWINGS. SPAN RATING SHALL BE 32/16. SCREW PLYWOOD AT 4" O.C. ALONG PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS AND BLOCKING WITH 1 15/16 INCH 8-18 PILOT POINT BUGLE HEAD SCREWS UNLESS NOTED OTHERWISE ON THE DRAWINGS. EXTERIOR GYPSUM SHEATHING (SEE ARCHITECTURAL DRAWINGS) SHALL BE SCREWED AT 4" O.C. ALONG PANEL EDGES WITH 1 15/16 INCH 8-18 PILOT POINT BUGLE HEAD SCREWS. COLD-FORMED JOIST BRIDGING SHALL CONSIST OF SOLID BLOCKING AT ALL BEARING LOCATIONS AND AT 6'-0" O.C. MAX. FOR THE FIRST TWO JOIST SPACINGS AND THEN 1 1/2 INCH BY 18 GA. STRAP BRACING OR 1 1/2 INCH 16 GA. COLD-FORMED CHANNEL BETWEEN JOISTS AND SCREWED WITH THREE (3) 5/8" 8-18 S-12 PAN HEAD SCREWS MIN AT BLOCKING AND ONE (1) 5/8" 8-18 S-12 PAN HEAD SCREW AT EACH JOIST. COLD-FORMED WALL STUDS SHALL CONFORM TO ASTM A446-83, GRADE A. COLD-FORMED STEEL MEMBERS SHALL CONFORM TO THE 1986 EDITION OF THE SPECIFICATION FOR THE DESIGN OF COLD-FORMED STRUCTURAL MEMBERS, MINIMUM YIELD STRESS SHALL BE 33,000 FOR GRADE A. STUD BRACING SHALL CONSIST OF A 1 1/2 INCH, 16 GAGE 'U' CHANNEL SPACED AT 4'-0" ON CENTER VERTICALLY WITH A 1 1/2 INCH x1 1/2 INCH BY 16 GAGE CLIP ANGLE WITH TWO (2) #10-16 SCREWS TO BRIDGING AND STUD OR BRIDGECLIP AS MANUFACTURED BY THE STEEL NETWORK. PROVIDE TRIPLE STUDS AT ALL CORNERS AND AT ALL BEAM BEARINGS THROUGH TO FOUNDATION UNLESS NOTED OTHERWISE. ANCHOR METAL RUNNER TRACK 18 GA. MINIMUM TO CONCRETE WITH .145" DIAMETER BY 1 1/2" EMBED HILTI X-DNI POWDER DRIVEN PINS AT 12" ON CENTER. SPACE PINS AT 9" ON CENTERS WITHIN 12'-0" OF BUILDING CORNERS. PROVIDE A MINIMUM OF TW0 PINS PER PIECE OF TRACK AND PROVIDE ONE PIN 6" MAXIMUM FROM ENDS OF TRACK. COLD-FORMED FRAMING MANUFACTURER SHALL SUBMIT DRAWINGS FOR APPROVAL SHOWING ALL MEMBER FORCES, SIZES AND CONNECTORS. DRAWINGS SHALL BE SEALED BY A REGISTERED ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED. SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD. PLANS AND DETAILS FOR FRAMING ARE A SCHEMATIC REPRESENTATION OF THE FRAMING AT VARIOUS LOCATIONS AND CONDITIONS ON THIS PROJECT. THE CONTRACTOR SHALL NOT SCALE OR COUNT FRAMING MEMBERS SHOWN AS A SUBSTITUTE FOR SHOP DRAWINGS AND AN ACCURATE QUANTITY TAKEOFF. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL FRAMING NECESSARY TO COMPLETELY FRAME THE PROJECT AND PROVIDE FOR ALL CONDITIONS SHOWN ON THE ARCHITECTURAL DRAWINGS. JOIST AND RAFTER HANGERS, TIES, HOLDDOWNS AND OTHER PRE-ENGINEERED CONNECTORS SHALL BE "SIMPSON STRONG-TIE" OR APPROVED EQUAL. SIZE AND USAGE SHALL BE AS SHOWN ON THE DRAWINGS, SPECIFIED IN THESE NOTES AND AS RECOMMENDED BY THE MANUFACTURER. A. B. C. D. E. F. G. H. I. NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:21:59 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 GENERAL STRUCTURAL CRITERIA S0.01 AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID AREA A AREA B AREA C AREA D AREA E AREA F AREA G 1" = 20'-0"1 COMPOSITE FOUNDATION PLAN NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:07 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 COMPOSITE FOUNDATION PLAN S1.01 AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID A10 B1 B1 EB AI AI AD AC BA A1 A1 A2 A2 A4 A4 AH AG AG BG BB BD BE A8 A8 EA A15 A15 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 DATUM = 0'-0" RE: NOTE 1 24/48 24/48 24/48 24/48 24/48 24/48 36/72 24/4824/4824/4824/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 1'-6"14'-0 1/2"8'-5 7/8"19'-1 1/2"42'-10 1/4"1'-4" 77'-9 7/8" 66 ' - 1 0 1 / 8 " 1' - 6 " 11 ' - 0 1 / 2 " 8' - 1 0 3 / 8 " 24 ' - 0 " 19 ' - 1 1 1 / 4 " 16 ' - 0 1 / 4 " 122'-5 3/4"41'-2 1/4" 1'-6"19'-10 1/2"5'-3 5/8"12'-0"12'-7 7/8"4'-11 1/4"23'-0 3/4"19'-9 1/8"2'-9 1/4"8'-10 5/8"3'-4"6'-10 7/8"8'-1 1/8"15'-0"15'-0"6'-1 1/8" 1'-6"19'-10 1/2"17'-3 1/2"17'-7"23'-0 3/4" 13 7 ' - 4 1 / 4 " 1' - 2 " BF DB HSS 1 2 X 8 X5 /8 24/48 HSS 6 X 6 X 3 /8 24/48 HSS 6 X 6 X 3 /8 24/48 HSS 6 X 6 X 3 /8 24/48 HSS 6 X 6 X 3 /8 24/48 HSS 6 X 6 X 3 /8 24/48 15 ' - 1 0 1 / 2 " 1' - 2 " HSS 6 X 6 X 3 /8 24/48HSS 6 X 6 X 3 /8 24/48 A12 A12 AE AE HSS 6 X 6 X 3 /8 24/48 A3 A5 A6 A6 HSS 6 X 6 X 3 /8 24/48 HSS 6 X 6 X 3 /8 24/48 5" THICK SLAB-ON-GRADE REINF. WITH #4 @ 14" OC EW, RE: 1/S5.01 HSS 6 X 6 X 3 /8 24/48 HSS 6 X 6 X 3 /8 24/48 HSS 6 X 6 X 3 /8 24/48 HSS 6 X 6 X 3 /8 24/48 HSS 6 X 6 X 3 /8 A13 HSS 6 X 6 X 3 /8 AF HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 24/48 30/60 2' - 7 1 / 8 " 14 ' - 1 1 1 / 8 " 1' - 6 3 / 4 " 11 ' - 0 1 / 2 " 1' - 4 " 7' - 6 3 / 8 " 14 ' - 0 3 / 4 " 9' - 1 1 1 / 8 " 4' - 4 7 / 8 " 17 ' - 0 1 / 4 " 14 ' - 6 1 / 2 " 9' - 5 1 / 2 " 24 ' - 0 " 24 ' - 0 " 24 ' - 0 " 24 ' - 0 " 1' - 6 " 18/36 18/36 9'-11 1/4"9'-11 1/4"17'-3 1/2"17'-7"11'-6 3/8"11'-6 3/8" 18/36 18/36 18/36 9' - 1 1 3 / 8 " 9' - 1 1 3 / 8 " 12 ' - 0 " 12 ' - 0 " 9' - 1 1 5 / 8 " 9' - 1 1 5 / 8 " 1' - 6 " 18/36 18/36 18/36 18/36 12'-7"12'-7"12'-3 7/8"12'-3 7/8"11'-4 3/4"39'-1 5/8"9'-7"9'-6 1/2" 18/36 9' - 6 1 / 2 " 9' - 6 1 / 2 " 18/36 18/36 18/36 18/36 18/36 17 ' - 0 1 / 4 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 18/36 18/36 18/36 18/36 10'-5 7/8"12'-7 1/4"9'-5 7/8"11'-7 1/4" 24/48 24/48 DA HSS 6 X 6 X 3 /8 30/60 BI 1'-6"41'-2 1/4"1'-6" 14'-8 5/8"14'-8 5/8"14'-9" A19 A19 AA AA BR A C E " A 1 " A11 A14 A16 A17 A18 163'-8" 24/48 24/48 24/48 24/4824/48 HSS 6 X 6 X 3 /8 2 S5.02 5 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 2 S5.02 2 S5.02 2 S5.02 1 S5.02 2 S5.02 2 S5.02 2 S5.025 S5.02 1 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 2 S5.02 2 S5.02 2 S5.02 1'-6"41'-2 1/4"1' - 6 " 1'-6" 13 7 ' - 4 1 / 4 " 2 S5.02 2 S5.02 1 S5.02 2 S5.02 HSS 6 X 6 X 3 /8 24/48 HSS 6 X 6 X 3 /8 24/48 1' - 5 1 / 8 " 1' - 2 " 30/60 GB-1 GB - 1 GB-1 GB - 1 GB-1 GB - 1 GB-1 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS 1 2 X 8 X5 /8 GB - 1 S1.01D S1.01B S1 . 0 1 A S1 . 0 1 B S1 . 0 1 A S1 . 0 1 B A9 24/48 T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-2 1/2" HATCHED REGION INDICATES AREA OF SLAB DEPRESSION, SEE DETAIL 10/S5.01. VERIFY/ COORDINATE EXTENTS/ DIMENSIONS WITH ARCH PRIOR TO CONSTRUCTION. T.O.C. = - 0'-2 1/2" FOUNDATION NOTES: 1. DATUM ELEVATION 0'-0" CORRESPONDS TO TRUE ELEVATION = ---------, RE: CIVIL 2. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION TYP, U.N.O. 3. TOP OF ALL PIERS AT PERIMETER GRADE BEAMS IS <-3'-0"> BELOW F.F.E. TYP, U.N.O. TOP OF ALL INTERIOR PIERS IS <-2'-8"> BELOW F.F.E. TYP, U.N.O. 4. TOP OF ALL EXTERIOR PLINTHS ARE AT <-1'-0"> TYP, U.N.O. TOP OF ALL INTERIOR PLINTHS ARE AT <-0'-8"> TYP, U.N.O. ALL CORNER PLINTHS ARE TYPE P3, U.N.O. ALL EXTERIOR PLINTHS ARE TYPE P2, U.N.O. ALL INTERIOR PLINTHS ARE TYPE P1, U.N.O. ALL INTERIOR PLINTHS AT PIERS WITH 24" SHAFT ARE TYPE P1 ALL INTERIOR PLINTHS AT PIERS WITH 30" & 36" SHAFT ARE TYPE P4 ALL INTERIOR PLINTHS AT PIERS WITH 42" OR LARGER SHAFT ARE TYPE P5 5. GB1 INDICATES GRADE BEAM TYPE. ALL PERIMETER GRADE BEAMS TO BE TYPE GB1 TYP, U.N.O., REFER TO SCHEDULE IN S3.01 6. ALL BASEPLATES AT 6" COLUMNS SHALL BE TYPE BP1 TYP., U.N.O. ALL BASEPLATES AT 8" COLUMNS SHALL BE TYPE BP2 TYP., U.N.O. 7. BOTTOM OF PIER ELEVATION IS 8'-0" BELOW EXISTING GRADE. 8. ALL PERIMETER GRADE BEAMS TO BE TYPE GB1 TYP, U.N.O. 9. VERIFY ALL SLOPES, DEPRESSIONS, ELEVATIONS WITH ARCH. PRIOR TO CONSTRUCTION. 10. PROVIDE CONTROL JOINTS AT EVERY COLUMN LINE AND AT A MAXIMUM SPACING OF 36 TIMES THE SLAB THICKNESS (NOT TO EXCEED 18 FEET), U.N.O. NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:09 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FOUNDATION PLAN AREA A S1.01A AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"1 FOUNDATION PLAN AREA A 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID B1 B1 B4 B4 B8 B8 E1 B10 B10 B12 B12 EB EB AI AD AC BA BA B11 B11 B2 B2 B3 B3 AH BH.1 BG BG BH D12 BB BB BD BD BE BE BG.1 BG.1 EA A15 B5 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 8 X 8 X 3 /8 HSS6X6X3/ 8 DATUM = 0'-0" RE: NOTE 1 24/48 24/48 36/72 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/4824/48 24/48 24/48 24/4824/48 24/4824/48 24/48 24/48 30/60 24/48 24/48 24/48 24/48 24/4824/48 24/48 30/60 30/60 30/60 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 12 ' - 7 1 / 4 " 22 ' - 1 1 1 / 8 " 14 ' - 4 " 5' - 6 1 / 4 " 10 ' - 0 1 / 4 " 1' - 5 3 / 4 " 6' - 3 " 8' - 3 1 / 2 " 9' - 5 1 / 2 " 24 ' - 0 " 24 ' - 0 " 21 ' - 8 " 2' - 4 " 24 ' - 0 " 1' - 6 " 204'-6" 78'-6"47'-6"78'-6" 15'-0"15'-0"4'-9 1/8"1'-4"30'-0 1/2"12'-3 1/4"33'-2 1/4"50'-6"33'-2 1/4"12'-3 1/4"30'-0 1/2"1'-6" 1'-6" 1' - 2 " 13 1 ' - 1 0 " HSS 6 X 6 X 3 /8 24/48 HSS6X6X3/ 8 24/48 44'-2 1/4"30'-0 1/2"1'-9 1/8"10'-6 1/8"20'-2 3/8"12'-11 7/8"13'-8 1/2"5'-2 7/8"12'-7 1/4"6'-4 1/2"12'-6 7/8"4'-7"12'-7 1/4"16'-0"12'-3 1/4"4'-2"25'-10 1/2"1'-6" BF BF D8 24/48 HSS6X6X3/ 8 30/60 B9B6 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 24/48 24/48 30/60 HSS 6 X 6 X 3 /8 24/48 HSS 6 X 6 X 3 /8 30/60 15 ' - 1 0 1 / 2 " 1' - 2 " 1'-6" 12 ' - 7 1 / 4 " 1' - 4 " 27 ' - 1 0 1 / 4 " 25 ' - 1 " 6' - 3 " 17 ' - 9 " 24 ' - 0 " 24 ' - 0 " 21 ' - 8 " 2' - 4 " 24 ' - 0 " 1' - 6 " 24/48 AF HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 24/48 30/60 HSS 8 X 8 X 3 /8 B7 E2 24/48 E5 24/48 HSS8X8X3/ 8 17 3 ' - 1 1 1 / 4 " 18/36 18/36 18/36 18/36 18/36 18/36 18/36 18/36 18/36 18/36 18/36 18/36 14 ' - 7 1 / 8 " 14 ' - 7 1 / 8 " 12 ' - 6 1 / 2 " 12 ' - 6 1 / 2 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 9' - 8 " 2' - 4 " 12 ' - 0 " 12 ' - 0 " 18/36 18/36 18/36 18/36 15'-0 1/4"15'-0 1/4"16'-7 1/8"16'-7 1/8"15'-0 1/4"15'-0 1/4"16'-7 1/8"16'-7 1/8" 18/36 18/36 18/36 18/36 17 ' - 9 " 17 ' - 9 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 10 ' - 1 0 " 10 ' - 1 0 " 13 ' - 2 " 13 ' - 2 " 18/36 18/36 18/36 18/36 17 ' - 9 " 17 ' - 9 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 10 ' - 1 0 " 10 ' - 1 0 " 13 ' - 2 " 13 ' - 2 " 18/36 18/36 10'-5 7/8"12'-7 1/4"9'-5 7/8"11'-7 1/4" HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 24/4824/48 24/48 24/48 BC BC BI A19 A19 AA BR A C E " B 5 " BRACE "B1" BR A C E " B 2 " BR A C E " B 3 " A16 A17 A18 24/48 24/4824/48 1 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 2 S5.02 2 S5.02 1'-6"41'-2 1/4"1' - 6 " 1'-6" 13 7 ' - 4 1 / 4 " 2 S5.02 2 S5.02 5 S5.02 2 S5.02 2 S5.02 5 S5.02 2 S5.02 5 S5.02 5 S5.02 5 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 5 S5.02 5 S5.02 5 S5.02 1 S5.02 1 S5.02 1 S5.02 1 S5.02 1 S5.02 1 S5.02 1 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 1 S5.02 HSS 6 X 6 X 3 /8 24/48 HSS 6 X 6 X 3 /8 24/48 30/60 30/6030/60 T.O.C. = -2'-4 1/2" (VERIFY W/ ARCH) GB - 1 GB-1 GB - 1 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS6X6X3/ 8 GB-1 GB - 1 GB-1 GB - 1 GB-1 BRACE "B4" GB - 1 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 <-3'-5"> <-3'-5"> <-3'-5"> <-3'-5"> S1 . 0 1 A S1 . 0 1 B S1 . 0 1 A S1 . 0 1 B S1.01D S1.01B S1 . 0 1 D S1 . 0 1 E S1.01D S1.01B BRACE "B6" HATCHED REGION INDICATES AREA OF SLAB DEPRESSION, SEE DETAIL 10/S5.01. VERIFY/ COORDINATE EXTENTS/ DIMENSIONS WITH ARCH PRIOR TO CONSTRUCTION. HATCHED REGION INDICATES AREA OF SLAB DEPRESSION, SEE DETAIL 10/S5.01. VERIFY/ COORDINATE EXTENTS/ DIMENSIONS WITH ARCH PRIOR TO CONSTRUCTION. T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-1 1/2" DATUM = 0'-0" RE: NOTE 1 5" THICK SLAB-ON-GRADE REINF. WITH #4 @ 14" OC EW, RE: 1/S5.01 5" THICK SLAB-ON-GRADE REINF. WITH #4 @ 14" OC EW, RE: 1/S5.01 T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-1 1/2"T.O.C. = - 0'-1 1/2" FOUNDATION NOTES: 1. DATUM ELEVATION 0'-0" CORRESPONDS TO TRUE ELEVATION = ---------, RE: CIVIL 2. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION TYP, U.N.O. 3. TOP OF ALL PIERS AT PERIMETER GRADE BEAMS IS <-3'-0"> BELOW F.F.E. TYP, U.N.O. TOP OF ALL INTERIOR PIERS IS <-2'-8"> BELOW F.F.E. TYP, U.N.O. 4. TOP OF ALL EXTERIOR PLINTHS ARE AT <-1'-0"> TYP, U.N.O. TOP OF ALL INTERIOR PLINTHS ARE AT <-0'-8"> TYP, U.N.O. ALL CORNER PLINTHS ARE TYPE P3, U.N.O. ALL EXTERIOR PLINTHS ARE TYPE P2, U.N.O. ALL INTERIOR PLINTHS ARE TYPE P1, U.N.O. ALL INTERIOR PLINTHS AT PIERS WITH 24" SHAFT ARE TYPE P1 ALL INTERIOR PLINTHS AT PIERS WITH 30" & 36" SHAFT ARE TYPE P4 ALL INTERIOR PLINTHS AT PIERS WITH 42" OR LARGER SHAFT ARE TYPE P5 5. GB1 INDICATES GRADE BEAM TYPE. ALL PERIMETER GRADE BEAMS TO BE TYPE GB1 TYP, U.N.O., REFER TO SCHEDULE IN S3.01 6. ALL BASEPLATES AT 6" COLUMNS SHALL BE TYPE BP1 TYP., U.N.O. ALL BASEPLATES AT 8" COLUMNS SHALL BE TYPE BP2 TYP., U.N.O. 7. BOTTOM OF PIER ELEVATION IS 8'-0" BELOW EXISTING GRADE. 8. ALL PERIMETER GRADE BEAMS TO BE TYPE GB1 TYP, U.N.O. 9. VERIFY ALL SLOPES, DEPRESSIONS, ELEVATIONS WITH ARCH. PRIOR TO CONSTRUCTION. 10. PROVIDE CONTROL JOINTS AT EVERY COLUMN LINE AND AT A MAXIMUM SPACING OF 36 TIMES THE SLAB THICKNESS (NOT TO EXCEED 18 FEET), U.N.O. NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:11 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FOUNDATION PLAN AREA B S1.01B AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"1 FOUNDATION PLAN AREA B 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID F1 F1 C1 C1 C5 C5 C8 C8 C10 C10 C11 C11 FD CJ CJ CH CH CG CG CD CD CB CB CA CA CI CI CC CC C4 C4 C9 C9 DK FA 5" THICK SLAB-ON-GRADE REINF. WITH #4 @ 14" OC EW, RE: 1/S5.01 DATUM = 0'-0" RE: NOTE 1 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 30/60 24/48 24/48 24/48 24/48 24/48 24/4824/48 24/48 24/48 24/4824/4824/4824/4824/4824/48 30/60 30/60 24/48 24/48 24/4824/4824/4824/4824/4824/4824/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 30/60 24/48 176'-8"44'-0" 1'-6"24'-0"2'-4"21'-8"24'-0"24'-0"17'-9"6'-3"11'-6"13'-7"28'-7"1'-4"20'-2"25'-6" 28 ' - 5 5 / 8 " 1' - 4 " 26 ' - 8 " 26 ' - 7 1 / 4 " 14 ' - 4 3 / 4 " 12 ' - 9 1 / 2 " 18 ' - 1 1 " 8' - 7 1 / 4 " 1' - 6 " 94 ' - 7 1 / 2 " 42 ' - 1 1 3 / 4 " 66 ' - 1 0 3 / 4 " 1' - 2 " 20 4 ' - 6 " 78 ' - 6 " 47 ' - 6 " 78 ' - 6 " 1' - 6 " 30 ' - 0 1 / 2 " 12 ' - 3 1 / 4 " 33 ' - 2 1 / 4 " 50 ' - 6 " 33 ' - 2 1 / 4 " 12 ' - 3 1 / 4 " 30 ' - 0 1 / 2 " 1' - 6 " 1' - 6 " 131'-10"1'-2" 1'-6" 1'-6" C2 C2 C7C6 C6 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 24/48 24/48 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 24/48 24/48 1'-6"24'-0"2'-4"21'-8"24'-0"24'-0"17'-9"6'-3"11'-6"13'-7"28'-7"1'-6" 1' - 6 " D1 D1 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 24/48 24/48 24/48 HSS 6 X 6 X 3 /8 24/48 DH DF 1'-6" 18 ' - 9 1 / 2 " 33 ' - 2 1 / 4 " 12 ' - 3 1 / 4 " 30 ' - 0 1 / 2 " 1' - 6 " 24 ' - 7 " 12 ' - 3 1 / 4 " 30 ' - 0 1 / 2 " 1' - 6 " 176'-8" GB GE GD GC 18/3618/36 10'-7 1/2"10'-10 1/2"12'-8 7/8"12'-9 1/4" 18/3618/36 10'-7 1/2"10'-10 1/2"12'-8 7/8"12'-9 1/4" 18/36 15 ' - 0 1 / 4 " 15 ' - 0 1 / 4 " 18/36 12 ' - 3 1 / 2 " 12 ' - 3 1 / 2 " 18/36 18/36 18/36 15 ' - 0 1 / 4 " 15 ' - 0 1 / 4 " 11 ' - 0 3 / 4 " 11 ' - 0 3 / 4 " 11 ' - 0 3 / 4 " 18/3618/3618/3618/3618/3618/3618/36 12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-6 1/2"12'-6 1/2"14'-3 1/2"14'-3 1/2" 18/36 18/36 18/36 18/36 18/36 18/36 18/36 12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-6 1/2"12'-6 1/2"14'-3 1/2"14'-3 1/2" 18/36 18/36 18/36 18/36 15 ' - 0 1 / 4 " 15 ' - 0 1 / 4 " 16 ' - 7 1 / 8 " 16 ' - 7 1 / 8 " 15 ' - 0 1 / 4 " 15 ' - 0 1 / 4 " 16 ' - 7 1 / 8 " 16 ' - 7 1 / 8 " 18/36 18/36 18/36 18/36 13'-2"10'-10"13'-2"10'-10"12'-0"12'-0"12'-0"12'-0"17'-9"17'-9" 18/36 18/36 18/36 18/36 13'-2"13'-2"10'-10"10'-10"12'-0"12'-0"12'-0"12'-0"17'-9"17'-9" 18/36 18/36 12 ' - 6 1 / 2 " 14 ' - 1 0 7 / 8 " 14 ' - 2 7 / 8 " 14 ' - 0 " 13 ' - 4 " 18/36 CF HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 24/48 24/48 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 24/48 24/48 C3 C3 GA FB C12 C12 HSS 6 X 6 X 3 /8 24/48 CE BR A C E " C 1 " BR A C E " C 3 " BRACE "C2" BRACE "C4" BR A C E " C 5 " BR A C E " C 7 " BRACE "C6" 2 S5.02 2 S5.02 5 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 2 S5.02 DATUM = 0'-0" RE: NOTE 1 5" THICK SLAB-ON-GRADE REINF. WITH #4 @ 14" OC EW, RE: 1/S5.01 2 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 2 S5.02 5 S5.02 2 S5.02 2 S5.02 5 S5.02 2 S5.02 1 S5.02 2 S5.02 1 S5.02 1 S5.02 1 S5.025 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 1 S5.02 1 S5.02 1 S5.02 5 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 1 S5.02 4 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 2 S5.02 3 S5.02 2 S5.02 4 S5.02 1 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 GB-1 GB - 1 GB - 1 GB-1 GB - 1 GB-1 GB - 1 GB - 1 GB-1 GB-1 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 GB-1 GB - 1 S1 . 0 1 C S1 . 0 1 D S1 . 0 1 C S1 . 0 1 A S1.01D S1.01A S1.01F S1.01D HATCHED REGION INDICATES AREA OF SLAB DEPRESSION, SEE DETAIL 10/S5.01. VERIFY/ COORDINATE EXTENTS/ DIMENSIONS WITH ARCH PRIOR TO CONSTRUCTION. HATCHED REGION INDICATES AREA OF SLAB DEPRESSION, SEE DETAIL 10/S5.01. VERIFY/ COORDINATE EXTENTS/ DIMENSIONS WITH ARCH PRIOR TO CONSTRUCTION. T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-2 1/2" FOUNDATION NOTES: 1. DATUM ELEVATION 0'-0" CORRESPONDS TO TRUE ELEVATION = ---------, RE: CIVIL 2. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION TYP, U.N.O. 3. TOP OF ALL PIERS AT PERIMETER GRADE BEAMS IS <-3'-0"> BELOW F.F.E. TYP, U.N.O. TOP OF ALL INTERIOR PIERS IS <-2'-8"> BELOW F.F.E. TYP, U.N.O. 4. TOP OF ALL EXTERIOR PLINTHS ARE AT <-1'-0"> TYP, U.N.O. TOP OF ALL INTERIOR PLINTHS ARE AT <-0'-8"> TYP, U.N.O. ALL CORNER PLINTHS ARE TYPE P3, U.N.O. ALL EXTERIOR PLINTHS ARE TYPE P2, U.N.O. ALL INTERIOR PLINTHS ARE TYPE P1, U.N.O. ALL INTERIOR PLINTHS AT PIERS WITH 24" SHAFT ARE TYPE P1 ALL INTERIOR PLINTHS AT PIERS WITH 30" & 36" SHAFT ARE TYPE P4 ALL INTERIOR PLINTHS AT PIERS WITH 42" OR LARGER SHAFT ARE TYPE P5 5. GB1 INDICATES GRADE BEAM TYPE. ALL PERIMETER GRADE BEAMS TO BE TYPE GB1 TYP, U.N.O., REFER TO SCHEDULE IN S3.01 6. ALL BASEPLATES AT 6" COLUMNS SHALL BE TYPE BP1 TYP., U.N.O. ALL BASEPLATES AT 8" COLUMNS SHALL BE TYPE BP2 TYP., U.N.O. 7. BOTTOM OF PIER ELEVATION IS 8'-0" BELOW EXISTING GRADE. 8. ALL PERIMETER GRADE BEAMS TO BE TYPE GB1 TYP, U.N.O. 9. VERIFY ALL SLOPES, DEPRESSIONS, ELEVATIONS WITH ARCH. PRIOR TO CONSTRUCTION. 10. PROVIDE CONTROL JOINTS AT EVERY COLUMN LINE AND AT A MAXIMUM SPACING OF 36 TIMES THE SLAB THICKNESS (NOT TO EXCEED 18 FEET), U.N.O. NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:13 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FOUNDATION PLAN AREA C S1.01C AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"1 FOUNDATION PLAN AREA C 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID F1 A10 A10 B1 F4 F7 F8 F9 F10 E1 DC DC EB AI COURT YARD D12 CE.1 A8 A8 DK DK FA FA F3 DL DL DE D6D5 DD A15 D10 EJ HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 1 /2 HSS 8 X 8 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 5" THICK SLAB-ON-GRADE REINF. WITH #4 @ 14" OC EW, RE: 1/S5.01 DATUM = 0'-0" RE: NOTE 1 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/4824/48 24/48 24/48 24/48 24/48 24/4824/48 24/48 24/48 30/60 24/48 24/48 24/48 24/48 24/48 30/60 24/48 24/48 24/4824/4824/48 24/48 24/48 24/4824/48 24/48 24/48 30/60 30/60 30/60 30/60 30/60 30/60 30/60 30/60 42 ' - 1 1 3 / 4 " 96 ' - 6 3 / 4 " 1'-6"41'-2 1/4"88'-10 1/2"1'-10" 1'-6"27'-11 1/8"14'-0 1/2" 2 1/8" 32'-1 3/8"1'-2 7/8"12'-7 3/8"6'-4"12'-7 1/4" 2'-10 3/8" 16'-1"5'-8 3/4"22'-0 1/4"5'-5 1/4"12'-3 1/4"3'-10 5/8"26'-1 7/8"1'-4" 17 ' - 2 1 / 4 " 12 ' - 1 1 / 2 " 8' - 2 1 / 8 " 10 ' - 9 1 / 4 " 25 ' - 1 1 / 2 " 26 ' - 6 3 / 8 " 38 ' - 4 3 / 4 " 16 ' - 4 1 / 2 " 1' - 4 " 23 ' - 3 1 / 2 " 14 ' - 0 " 12 ' - 8 " 1' - 4 " EH D8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 24/48 24/48 F5 F6 D7 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 24/48 D9 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 24/48 HSS 6 X 6 X 3 /8 24/48 D4 DH HSS6X6X3/ 8 24/48 HSS 6 X 6 X 3 /8 24/48 DF HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 24/48 24/48 HSS 6 X 6 X 3 /8 24/48 HSS 6 X 6 X 3 /8 24/48 DB HSS 1 2 X 8 X5 /8 24/48 14 ' - 8 5 / 8 " 94 ' - 0 3 / 4 " 11 ' - 1 1 1 / 4 " 1' - 6 " 9'-4 1/8"1'-2"17'-1 1/4"1'-6" 1' - 4 " 12 ' - 8 " 14 ' - 0 " 26 ' - 7 1 / 4 " 14 ' - 4 3 / 4 " 12 ' - 9 1 / 2 " 2' - 1 3 / 4 " 25 ' - 4 1 / 2 " 26 ' - 0 1 / 4 " 26 ' - 4 1 / 4 " 16 ' - 3 3 / 4 " 11 ' - 9 1 / 2 " 2' - 7 1 / 8 " 14 ' - 1 1 7 / 8 " 1' - 6 " 23'-0 3/4"14'-0 1/2"8'-5 7/8"19'-1 1/2"42'-10 1/4"1'-4"31'-9 5/8"30'-8 1/2"26'-8 3/8" HSS 6 X 6 X 3 /8 24/48HSS 6 X 6 X 3 /8 24/48 A12A6 HSS 6 X 6 X 3 /8 24/48 GB EF 18/36 11'-6 3/8"11'-6 3/8" 18/36 18/36 18/36 18/36 13 ' - 0 1 / 8 " 13 ' - 0 1 / 8 " 13 ' - 2 1 / 8 " 13 ' - 2 1 / 8 " 14 ' - 0 5 / 8 " 14 ' - 0 5 / 8 " 9' - 6 1 / 2 " 9' - 6 1 / 2 " 18/36 13'-11 3/8"13'-11 3/4" 18/36 18/36 18/36 18/36 18/36 18/36 18/36 18/36 18/36 11'-5 3/4"10'-10 7/8"10'-10 7/8"10'-10 7/8"10'-10 7/8"10'-10 7/8"11'-1 3/8"10'-8 1/4"10'-10 7/8"13'-9 7/8"13'-9 7/8" 18/36 9'-1 5/8"9'-1 5/8" 18/36 18/36 18/36 12 ' - 8 1 / 4 " 12 ' - 8 1 / 4 " 13 ' - 0 1 / 8 " 13 ' - 0 1 / 8 " 13 ' - 2 1 / 8 " 13 ' - 2 1 / 8 " 18/36 18/36 18/36 18/36 18/36 14'-8 5/8"14'-8 5/8"14'-9"15'-10 5/8"15'-11"15'-4 1/4"15'-4 1/4"13'-4 1/4"13'-4 1/4" 18/36 12 ' - 0 5 / 8 " 12 ' - 0 5 / 8 " 14 ' - 3 5 / 8 " 12 ' - 3 3 / 4 " 14 ' - 2 5 / 8 " 12 ' - 8 7 / 8 " 12 ' - 4 5 / 8 " 1' - 6 " 10 6 ' - 0 " 1' - 6 " HSS 8 X 8 X 3 /8 30/60 18/36 18/36 18/36 CF CF HSS 8 X 8 X 3 /8 24/48 ED HSS 6 X 6 X 3 /8 24/48DA HSS 6 X 6 X 3 /8 30/60 1'-6" 1' - 6 " EE 30/60 24/4824/4824/4824/4824/4824/48 HSS 6 X 6 X 3 /8 24/48 HSS 6 X 6 X 3 /8 GA FB FB 1'-6"41'-2 1/4"1'-6" 1' - 6 " 14 ' - 2 " A19 F11 HSS 6 X 6 X 3 /8 24/48 HSS 6 X 6 X 3 /8 24/48 CE HSS 6 X 6 X 3 /8 24/48 HSS6X6X3/ 8 24/48 2 S5.02 2 S5.025 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 2 S5.02 5 S5.02 2 S5.02 1 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 1 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 2 S5.02 1 S5.02 1 S5.02 1 S5.02 1 S5.02 1 S5.02 2 S5.02 5 S5.02 2 S5.02 2 S5.02 2 S5.02 1' - 5 1 / 8 " 1' - 2 " 123'-9 5/8" 13'-10 1/4"21'-9 3/4"21'-9 3/4"22'-0 1/4"21'-7 1/8" 1'-6" 24'-3 5/8" 6 1 / 4 " 8 1/4" GB-1 GB-1 HSS 1 2 X 8 X5 /8 GB-1 GB - 1 GB-1 GB - 1 GB - 1 GB - 1 GB-1 GB - 1 GB - 1 GB-1 GB-1 GB - 1 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 S1 . 0 1 A S1 . 0 1 D S1.01D S1.01A S1.01D S1.01B S1.01F S1.01D S1.01F S1.01E S1.01E S1.01D S1 . 0 1 D S1 . 0 1 E S1.01F S1.01D BRACE "D2" BRACE "F6"BRACE "F7" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" HATCHED REGION INDICATES AREA OF SLAB DEPRESSION, SEE DETAIL 10/S5.01. VERIFY/ COORDINATE EXTENTS/ DIMENSIONS WITH ARCH PRIOR TO CONSTRUCTION. T.O.C. = - 0'-2 1/2" HATCHED REGION INDICATES AREA OF SLAB DEPRESSION, SEE DETAIL 10/S5.01. VERIFY/ COORDINATE EXTENTS/ DIMENSIONS WITH ARCH PRIOR TO CONSTRUCTION. 5" THICK SLAB-ON-GRADE REINF. WITH #4 @ 14" OC EW, RE: 1/S5.01 DATUM = 0'-0" RE: NOTE 1 T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-1 1/2" FOUNDATION NOTES: 1. DATUM ELEVATION 0'-0" CORRESPONDS TO TRUE ELEVATION = ---------, RE: CIVIL 2. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION TYP, U.N.O. 3. TOP OF ALL PIERS AT PERIMETER GRADE BEAMS IS <-3'-0"> BELOW F.F.E. TYP, U.N.O. TOP OF ALL INTERIOR PIERS IS <-2'-8"> BELOW F.F.E. TYP, U.N.O. 4. TOP OF ALL EXTERIOR PLINTHS ARE AT <-1'-0"> TYP, U.N.O. TOP OF ALL INTERIOR PLINTHS ARE AT <-0'-8"> TYP, U.N.O. ALL CORNER PLINTHS ARE TYPE P3, U.N.O. ALL EXTERIOR PLINTHS ARE TYPE P2, U.N.O. ALL INTERIOR PLINTHS ARE TYPE P1, U.N.O. ALL INTERIOR PLINTHS AT PIERS WITH 24" SHAFT ARE TYPE P1 ALL INTERIOR PLINTHS AT PIERS WITH 30" & 36" SHAFT ARE TYPE P4 ALL INTERIOR PLINTHS AT PIERS WITH 42" OR LARGER SHAFT ARE TYPE P5 5. GB1 INDICATES GRADE BEAM TYPE. ALL PERIMETER GRADE BEAMS TO BE TYPE GB1 TYP, U.N.O., REFER TO SCHEDULE IN S3.01 6. ALL BASEPLATES AT 6" COLUMNS SHALL BE TYPE BP1 TYP., U.N.O. ALL BASEPLATES AT 8" COLUMNS SHALL BE TYPE BP2 TYP., U.N.O. 7. BOTTOM OF PIER ELEVATION IS 8'-0" BELOW EXISTING GRADE. 8. ALL PERIMETER GRADE BEAMS TO BE TYPE GB1 TYP, U.N.O. 9. VERIFY ALL SLOPES, DEPRESSIONS, ELEVATIONS WITH ARCH. PRIOR TO CONSTRUCTION. 10. PROVIDE CONTROL JOINTS AT EVERY COLUMN LINE AND AT A MAXIMUM SPACING OF 36 TIMES THE SLAB THICKNESS (NOT TO EXCEED 18 FEET), U.N.O. NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:15 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FOUNDATION PLAN AREA D S1.01D AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"1 FOUNDATION PLAN AREA D 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID B8E1 B10 B12 DC DC EB FC FA DL EA EA B5 T.83 EJ EJ G8 G8 HSS 6 X 6 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 1 /2 HSS 8 X 8 X 3 /8 HSS8X8X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS 8 X 8 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 DATUM = 0'-0" RE: NOTE 1 5" THICK SLAB-ON-GRADE REINF. WITH #4 @ 14" OC EW, RE: 1/S5.01 24/4824/48 24/48 30/60 30/60 30/60 24/48 24/48 24/48 24/48 24/48 30/60 24/48 24/48 24/48 24/48 1' - 2 " 9' - 3 1 / 2 " 1' - 4 " 12 ' - 8 " 9' - 1 1 5 / 8 " 16 ' - 4 1 / 8 " 10 ' - 1 1 3 / 4 " 1' - 4 " 16 ' - 4 1 / 2 " 38 ' - 4 3 / 4 " 26 ' - 6 3 / 8 " 25 ' - 1 1 / 2 " 10 ' - 9 1 / 4 " 8' - 2 1 / 8 " 12 ' - 1 1 / 2 " 17 ' - 2 1 / 4 " 12 ' - 7 1 / 4 " 1' - 4 " EH HSS6X6X3/ 8 30/60 B9B6 30/60 HSS 6 X 6 X 3 /8 30/60 12 ' - 7 1 / 4 " 1' - 4 " HSS 8 X 8 X 3 /8 24/48 HSS 8 X 8 X 3 /8 B7 E2 HSS 6 X 6 X 3 /8 HSS 8 X 8 X 3 /8 24/48 24/48 G14G13G5G4G2 GB GB GE G7G3 GDGD G11G10 GF GCGC HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS8X8X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 24/48 24/4824/4824/4824/4824/4830/6030/6030/6030/6030/60 30/60 24/48 24/48 24/48 24/48 24/48 24/48 24/48 30/60 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 E10E5E-4 EI T.203E6 EC 42/90 24/48 30/60 30/60 24/48 24/48 24/48 24/48 24/4824/4824/48 24/4830/6024/48 24/48 24/48 24/48 24/48 24/48 24/48 D-8 E-2 HSS8X8X3/ 8 HSS8X8X3/ 8 HSS8X8X3/ 8 HSS8X8X3/ 8 HSS8X8X3/ 8 HSS8X8X3/ 8 HSS8X8X3/ 8 HSS8X8X3/ 8 HSS8X8X3/ 8 HSS8X8X3/ 8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS8X8X3/ 8 HSS 8 X 8 X 3 /8 HSS8X8X3/ 8 HSS8X8X3/ 8 HSS8X8X3/ 8 HSS 8 X 8 X 3 /8 HSS8X8X1/ 2 24/48 HSS 8 X 8 X 3 /8 24/48 HSS 8 X 8 X 3 /8 EFEF EG 24/48 HSS 8 X 8 X 3 /8 24/48 HSS 8 X 8 X 3 /8 24/48 HSS 8 X 8 X 3 /8 24/48 HSS8X8X3/ 8 42/90 HSS 8 X 8 X 3 /8 29'-7"28'-0"28'-0"28'-0"29'-2 1/8"26'-10 1/4"18'-8 1/4"11'-4 3/4"36'-6 1/2"11'-3 1/4" 10 ' - 7 3 / 4 " 10 ' - 1 0 1 / 4 " 16 ' - 4 1 / 8 " 10 ' - 1 1 3 / 4 " 1' - 8 " 52 ' - 7 3 / 8 " 1'-10"57'-1 7/8" 7'-2 1/2"24'-9 7/8"25'-3 1/2"1'-10" 11 6 ' - 2 1 / 4 " 1' - 1 0 " 19 ' - 1 0 " 22 ' - 1 " 18 ' - 1 1 3 / 8 " 3' - 0 " 30 ' - 3 1 / 4 " 18 ' - 4 5 / 8 " 5'-2 7/8"12'-7 1/4"6'-4 1/2"12'-6 7/8"4'-7"12'-7 1/4"16'-0"11'-6 3/8"4'-10 7/8"21'-9 3/8"4'-1 1/8"15'-4 5/8"10'-0 3/4"25'-3 3/4"6'-4 7/8"24'-9 7/8"25'-3 1/2"1'-10" 1'-6"107'-7 3/8" EK HSS8X8X3/ 8 30/60 17 ' - 8 1 / 2 " 17 ' - 1 1 5 / 8 " 20 ' - 5 1 / 8 " 18/36 14 ' - 7 1 / 8 " 18/36 12 ' - 0 5 / 8 " 12 ' - 0 5 / 8 " 14 ' - 3 5 / 8 " 12 ' - 3 3 / 4 " 14 ' - 2 5 / 8 " 12 ' - 8 7 / 8 " 12 ' - 4 5 / 8 " 24/48 24/48 24/48 24/48 11'-9 1/2"11'-9 1/2"11'-9 1/2"15'-7 3/8"15'-7 3/8"12'-7 3/4"12'-7 3/4" 24/48 24/48 24/48 24/48 30/60 24/48 1' - 1 0 " 9' - 2 3 / 8 " 9' - 2 1 / 4 " 16 ' - 7 5 / 8 " 16 ' - 7 5 / 8 " 25 ' - 1 0 3 / 4 " 15 ' - 1 1 / 2 " 9' - 1 1 " 9' - 1 1 " 15'-11 1/8"15'-11 1/8"12'-7 3/4"12'-7 3/4" 20 ' - 5 1 / 8 " 17 ' - 1 1 5 / 8 " 16 ' - 0 1 / 2 " 18/36 18/36 23'-10 3/4"11'-4 3/4"12'-2 1/8"12'-2 1/8"12'-2 1/8"11'-3 1/4" 18/36 14'-9 1/2"14'-9 1/2" 18/36 HSS 8 X 8 X 3 /8 30/60 18/36 18/36 18/36 CF CF 18/36 HSS 8 X 8 X 3 /8 24/48 ED HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 24/48 24/48 HSS 6 X 6 X 3 /8 24/48 HSS 6 X 6 X 3 /8 24/48 13'-4" HSS 8 X 8 X 3 /8 30/60 EEEE 30/60 HSS 6 X 6 X 3 /8 GA GA HSS8X8X3/ 8 HSS8X8X3/ 8 HSS8X8X3/ 8HSS 8 X 8 X 3 /8 HSS8X8X3/ 8 HSS8X8X3/ 8 BI BI FB G6 E9 E9 F11 G1 2 S5.02 2 S5.02 2 S5.02 5 S5.02 2 S5.02 1 S5.02 1 S5.02 1 S5.02 1 S5.02 1 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 3 S5.02 5 S5.02 3 S5.02 1 S5.02 2 S5.02 2 S5.02 1 S5.02 5 S5.02 2 S5.02 2 S5.02 3 S5.02 3 S5.02 1 S5.02 3 S5.02 1 S5.02 5 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 2 S5.02 2 S5.02 24/48 6 1 / 4 " T.O.C. = + 0'-6 1/4" 6 1 / 4 " 2 1 / 4 " SL O P E 6 1/4" T.O.C. = + 1'-10 1/4" SL O P E 30/60 30/60 GB-2 GB - 2 GB-2 GB-2 GB-2 GB - 2 GB-2 GB - 3 GB - 2 GB-2 SL O P E T.O.C. = -2'-4 1/2" (VERIFY W/ ARCH) DATUM = 0'-0" RE: NOTE 1 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 GB - 1 GB-1 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 GB-1 GB - 1 GB-1 GB-1 GB-3 GB - 3 GB-1 GB - 3 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS 8 X 8 X 3 /8 HSS 6 X 6 X 3 /8 <-3'-5"> <-3'-5"> <-3'-5"> <-3'-5"> <-3'-5"> <-3'-5"> S1 . 0 1 D S1 . 0 1 E S1.01D S1.01B S1.01E S1.01D S1 . 0 1 D S1 . 0 1 E S1 . 0 1 F S1 . 0 1 G S1.01G S1.01E S1.01F S1.01D BR A C E " E 2 " BRACE "D1" BRACE "E1" BRACE "B6" GB-1 <-1'-0"> 30/60 14 ' - 4 1 / 2 " 18/36 18/36 18/36 14'-4"14'-4"14'-0"14'-0"14'-0"14'-0" HATCHED REGION INDICATES AREA OF SLAB DEPRESSION, SEE DETAIL 10/S5.01. VERIFY/ COORDINATE EXTENTS/ DIMENSIONS WITH ARCH PRIOR TO CONSTRUCTION. 8" EXTERIOR CMU WALL W/#5 VERT. BARS @ 24" O.C. IN FULLY GROUTED CELLS 10" EXTERIOR CMU WALL W/#7 VERT. BARS @ 16" O.C. IN FULLY GROUTED CELLS 10" EXTERIOR CMU WALL W/#7 VERT. BARS @ 16" O.C. IN FULLY GROUTED CELLS 24/48 GB - 1 GB-1 18/36 18/36 9' - 2 1 / 4 " 9' - 2 3 / 8 " 12'-7 3/4"12'-7 3/4" 24/4824/48 14'-9 1/4"14'-9 1/4"12'-4 1/8"12'-4 1/8" 24/48 16 ' - 7 5 / 8 " 16 ' - 7 5 / 8 " 24/48 13'-4 1/8"13'-4 1/8" 24/48 24/48 24/48 24/48 13'-4 1/8"13'-4 1/8" 11 ' - 7 1 / 2 " 16 ' - 7 1 / 2 " 18 ' - 7 1 / 2 " 24/48 24/48 ALL CELLS TO BE FULLY GROUTED. PROVIDE VERT. REINFORCEMENT PER SCHEDULE ALL CELLS TO BE FULLY GROUTED. PROVIDE VERT. REINFORCEMENT PER SCHEDULE ALL CELLS TO BE FULLY GROUTED. PROVIDE VERT. REINFORCEMENT PER SCHEDULE T.O.C. = - 0'-2 1/2" HATCHED REGION INDICATES AREA OF SLAB DEPRESSION, SEE DETAIL 10/S5.01. VERIFY/ COORDINATE EXTENTS/ DIMENSIONS WITH ARCH PRIOR TO CONSTRUCTION. T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-8 1/2" T.O.C. = - 0'-8 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-1 1/2"T.O.C. = - 0'-1 1/2" FOUNDATION NOTES: 1. DATUM ELEVATION 0'-0" CORRESPONDS TO TRUE ELEVATION = ---------, RE: CIVIL 2. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION TYP, U.N.O. 3. TOP OF ALL PIERS AT PERIMETER GRADE BEAMS IS <-3'-0"> BELOW F.F.E. TYP, U.N.O. TOP OF ALL INTERIOR PIERS IS <-2'-8"> BELOW F.F.E. TYP, U.N.O. 4. TOP OF ALL EXTERIOR PLINTHS ARE AT <-1'-0"> TYP, U.N.O. TOP OF ALL INTERIOR PLINTHS ARE AT <-0'-8"> TYP, U.N.O. ALL CORNER PLINTHS ARE TYPE P3, U.N.O. ALL EXTERIOR PLINTHS ARE TYPE P2, U.N.O. ALL INTERIOR PLINTHS ARE TYPE P1, U.N.O. ALL INTERIOR PLINTHS AT PIERS WITH 24" SHAFT ARE TYPE P1 ALL INTERIOR PLINTHS AT PIERS WITH 30" & 36" SHAFT ARE TYPE P4 ALL INTERIOR PLINTHS AT PIERS WITH 42" OR LARGER SHAFT ARE TYPE P5 5. GB1 INDICATES GRADE BEAM TYPE. ALL PERIMETER GRADE BEAMS TO BE TYPE GB1 TYP, U.N.O., REFER TO SCHEDULE IN S3.01 6. ALL BASEPLATES AT 6" COLUMNS SHALL BE TYPE BP1 TYP., U.N.O. ALL BASEPLATES AT 8" COLUMNS SHALL BE TYPE BP2 TYP., U.N.O. 7. BOTTOM OF PIER ELEVATION IS 8'-0" BELOW EXISTING GRADE. 8. ALL PERIMETER GRADE BEAMS TO BE TYPE GB1 TYP, U.N.O. 9. VERIFY ALL SLOPES, DEPRESSIONS, ELEVATIONS WITH ARCH. PRIOR TO CONSTRUCTION. 10. PROVIDE CONTROL JOINTS AT EVERY COLUMN LINE AND AT A MAXIMUM SPACING OF 36 TIMES THE SLAB THICKNESS (NOT TO EXCEED 18 FEET), U.N.O. NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:18 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FOUNDATION PLAN AREA E S1.01E AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"1 FOUNDATION PLAN AREA E 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID F1 F1 A10 F4 F4 F7 F7 F8 F9 F9 F10 E1 FM FM FL FL FI FI FF FF FE FE FD FD FC FC A8 FA FA F3 FJ FJ DL DL D6D5 D10 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS6X6X3/ 8 HSS6X6X3/ 8 5" THICK SLAB-ON-GRADE REINF. WITH #4 @ 14" OC EW, RE: 1/S5.01 DATUM = 0'-0" RE: NOTE 1 30/60 24/4824/4824/48 24/48 24/48 30/60 30/60 30/60 30/60 30/60 30/60 30/60 30/60 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/4824/48 24/48 24/48 24/48 24/48 24/4824/4824/48 24/48 24/48 24/48 24/4824/4824/48 24/48 24/48 24/48 24/4824/4824/48 24/48 24/48 24/48 24/4824/4824/48 24/48 24/48 24/48 24/4824/4824/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 204'-6" 78'-6"47'-6"78'-6" 1'-6"30'-0 1/2"12'-3 1/4"33'-2 1/4"50'-6"33'-2 1/4"12'-3 1/4"30'-0 1/2"1'-6" 1'-6"1'-6" 1' - 2 " 13 1 ' - 1 0 " 12 ' - 8 " 1' - 4 " 9' - 3 1 / 2 " 19 ' - 2 1 / 4 " 13 ' - 7 " 11 ' - 6 " 6' - 3 " 17 ' - 9 " 24 ' - 0 " 24 ' - 0 " 21 ' - 8 " 2' - 4 " 24 ' - 0 " 1' - 6 " 1' - 2 " HSS6X6X3/ 8 24/48 1'-6"27'-11 1/8"2'-1 3/8"11'-11 1/8"32'-3 1/2"1'-2 7/8"12'-7 3/8"6'-4"12'-7 1/4"2'-10 3/8"16'-1"5'-8 3/4"22'-0 1/4"17'-8 1/2"3'-10 5/8"27'-7 5/8" F5 F6 FH FH FG FG 30/60 D7 HSS6X6X3/ 8 24/48 D9 HSS6X6X3/ 8 24/48 D4 12 ' - 8 " 1' - 4 " 9' - 3 1 / 2 " 19 ' - 2 1 / 4 " 13 ' - 7 " 11 ' - 6 " 6' - 3 " 17 ' - 9 " 24 ' - 0 " 24 ' - 0 " 21 ' - 8 " 2' - 4 " 24 ' - 0 " 1' - 6 " 18/36 18/36 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 6 1 / 2 " 12 ' - 6 1 / 2 " 14 ' - 1 0 7 / 8 " 14 ' - 2 7 / 8 " 14 ' - 0 " 18/36 18/36 18/36 18/36 18/36 18/36 18/36 18/36 18/36 18/36 18/36 18/36 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 6 1 / 2 " 12 ' - 6 1 / 2 " 9' - 7 1 / 8 " 9' - 7 1 / 8 " 16 4 ' - 7 1 / 4 " 13 ' - 2 " 13 ' - 2 " 10 ' - 1 0 " 10 ' - 1 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 17 ' - 9 " 17 ' - 9 " 18/36 18/36 18/36 18/36 18/36 18/36 18/36 18/36 1' - 6 " 13 ' - 2 " 13 ' - 2 " 10 ' - 1 0 " 10 ' - 1 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 17 ' - 9 " 17 ' - 9 " 24/48 24/48 18'-11 3/8"12'-7 1/4"18'-11 3/8" 18/36 18/36 18/36 15'-0 1/4"15'-0 1/4"16'-7 1/8"16'-7 1/8"16'-7 1/8"16'-7 1/8"15'-0 1/4"15'-0 1/4" F2 F2 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 24/4824/48 24/48 24/48 FK FK FB FB 18/36 F11 BRACE "F4" BR A C E " F 5 " BRACE "F1" BR A C E " F 2 " BR A C E " F 3 " 2 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 2 S5.02 5 S5.02 2 S5.02 2 S5.02 5 S5.02 2 S5.02 2 S5.02 1 S5.02 2 S5.02 1 S5.02 1 S5.02 1 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 1 S5.02 1 S5.02 1 S5.02 5 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 1 S5.02 4 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 2 S5.02 2 S5.02 2 S5.02 GB - 1 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS6X6X3/ 8 GB-1 GB - 1 GB-1 GB - 1 GB-1 GB - 1 S1.01F S1.01E S1 . 0 1 D S1 . 0 1 E S1.01F S1.01D BRACE "F6"BRACE "F7" HATCHED REGION INDICATES AREA OF SLAB DEPRESSION, SEE DETAIL 10/S5.01. VERIFY/ COORDINATE EXTENTS/ DIMENSIONS WITH ARCH PRIOR TO CONSTRUCTION. T.O.C. = - 0'-2 1/2" HATCHED REGION INDICATES AREA OF SLAB DEPRESSION, SEE DETAIL 10/S5.01. VERIFY/ COORDINATE EXTENTS/ DIMENSIONS WITH ARCH PRIOR TO CONSTRUCTION. T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2"HATCHED REGION INDICATES AREA OF SLAB DEPRESSION, SEE DETAIL 10/S5.01. VERIFY/ COORDINATE EXTENTS/ DIMENSIONS WITH ARCH PRIOR TO CONSTRUCTION. T.O.C. = - 0'-2 1/2" 18'-2" 18/36 18/36 18/3618/36 18/36 S2.01 3 FOUNDATION NOTES: 1. DATUM ELEVATION 0'-0" CORRESPONDS TO TRUE ELEVATION = ---------, RE: CIVIL 2. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION TYP, U.N.O. 3. TOP OF ALL PIERS AT PERIMETER GRADE BEAMS IS <-3'-0"> BELOW F.F.E. TYP, U.N.O. TOP OF ALL INTERIOR PIERS IS <-2'-8"> BELOW F.F.E. TYP, U.N.O. 4. TOP OF ALL EXTERIOR PLINTHS ARE AT <-1'-0"> TYP, U.N.O. TOP OF ALL INTERIOR PLINTHS ARE AT <-0'-8"> TYP, U.N.O. ALL CORNER PLINTHS ARE TYPE P3, U.N.O. ALL EXTERIOR PLINTHS ARE TYPE P2, U.N.O. ALL INTERIOR PLINTHS ARE TYPE P1, U.N.O. ALL INTERIOR PLINTHS AT PIERS WITH 24" SHAFT ARE TYPE P1 ALL INTERIOR PLINTHS AT PIERS WITH 30" & 36" SHAFT ARE TYPE P4 ALL INTERIOR PLINTHS AT PIERS WITH 42" OR LARGER SHAFT ARE TYPE P5 5. GB1 INDICATES GRADE BEAM TYPE. ALL PERIMETER GRADE BEAMS TO BE TYPE GB1 TYP, U.N.O., REFER TO SCHEDULE IN S3.01 6. ALL BASEPLATES AT 6" COLUMNS SHALL BE TYPE BP1 TYP., U.N.O. ALL BASEPLATES AT 8" COLUMNS SHALL BE TYPE BP2 TYP., U.N.O. 7. BOTTOM OF PIER ELEVATION IS 8'-0" BELOW EXISTING GRADE. 8. ALL PERIMETER GRADE BEAMS TO BE TYPE GB1 TYP, U.N.O. 9. VERIFY ALL SLOPES, DEPRESSIONS, ELEVATIONS WITH ARCH. PRIOR TO CONSTRUCTION. 10. PROVIDE CONTROL JOINTS AT EVERY COLUMN LINE AND AT A MAXIMUM SPACING OF 36 TIMES THE SLAB THICKNESS (NOT TO EXCEED 18 FEET), U.N.O. NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:20 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FOUNDATION PLAN AREA F S1.01F AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"1 FOUNDATION PLAN AREA F 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID G8 5" THICK SLAB-ON-GRADE REINF. WITH #4 @ 14" OC EW, RE: 1/S5.01 DATUM = 0'-0" RE: NOTE 1 GJ G15 G15 G14 G14 G13 G13 G12G9G5 G5 G4 G4 G2 G2 GPGP GHGH GO GBGB GK GEGE G7 G7 G3 G3 G11G10 GM GM.1 GF GL GCGC HSS 6 X 6 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS8X8X3/ 8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 8 X 8 X 3 /8 HSS 6 X 6 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS6X6X3/ 8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 6 X 6 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS8X8X3/ 8 HSS 8 X 8 X 3 /8 HSS 8 X 8 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 HSS 6 X 6 X 3 /8 24/48 30/60 30/60 24/48 24/48 30/60 24/48 36/72 36/72 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/4824/4824/4824/4824/4830/6030/6030/6030/6030/60 30/60 24/48 24/48 24/48 24/48 24/48 24/48 24/48 30/60 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/48 24/4824/4824/4824/4824/48 36/72 36/72 36/72 36/72 36/72 36/72 30/60 30/60 36/72 36/72 24/48 24/48 24/48 36/72 93 ' - 3 3 / 8 " 1' - 4 " 10 ' - 1 1 3 / 4 " 27 ' - 2 3 / 8 " 28 ' - 9 " 28 ' - 9 " 28 ' - 9 " 28 ' - 9 " 1' - 1 0 " 87'-8"25'-6 1/8"97'-1 3/4"51'-10 3/8" 1'-10"28'-0"28'-0"28'-0"29'-2 1/8"33'-5 1/8"30'-7 7/8"29'-4 7/8"11'-3 1/4"40'-9 1/8"1'-8" 1'-10"1'-10"1'-10" 17 ' - 1 0 3 / 8 " 1' - 2 " 13 ' - 9 1 / 4 " 14 2 ' - 1 1 1 / 8 " 15 6 ' - 8 3 / 8 " 1' - 1 0 " 13 ' - 7 1 / 4 " 3' - 7 " 9' - 0 1 / 4 " 20 ' - 1 3 / 8 " 6' - 1 1 / 4 " 28 ' - 9 7 / 8 " 5' - 0 " 18 ' - 1 3 / 8 " 10 ' - 7 3 / 4 " 27 ' - 2 3 / 8 " 10 ' - 1 1 3 / 4 " 1' - 8 " 1'-4"28'-0"28'-0"28'-0"29'-2 1/8"19'-9 3/4"7'-0 1/2"18'-8 1/4"11'-4 3/4"36'-6 1/2"11'-3 1/4"40'-9 1/8"1'-8" 18/36 18/36 23'-10 3/4"11'-4 3/4"12'-2 1/8"12'-2 1/8"12'-2 1/8"11'-3 1/4" 24/48 24/48 24/48 14 ' - 4 1 / 2 " 14 ' - 4 1 / 2 " 14 ' - 4 1 / 2 " 14 ' - 4 1 / 2 " 14 ' - 4 1 / 2 " 14 ' - 4 1 / 2 " 5' - 2 1 / 4 " 24/48 24/48 24/48 24/48 24/48 24/48 18/36 18/36 18/36 14'-0"14'-0"14'-0"14'-0"14'-0"14'-0"14'-7"14'-7"16'-8 1/2"16'-8 1/2"15'-3 7/8"15'-3 7/8"14'-8 3/8"14'-8 3/8"11'-3 1/4"13'-7"13'-7"13'-7" 18/36 18/36 18/36 1' - 8 " 12 ' - 7 3 / 8 " 10 ' - 0 5 / 8 " 10 ' - 0 5 / 8 " 13 ' - 3 3 / 4 " 13 ' - 3 3 / 4 " 8' - 3 3 / 4 " 11 ' - 6 5 / 8 " 11 ' - 6 5 / 8 " 12 ' - 7 3 / 8 " 12 ' - 7 3 / 8 " 12 ' - 7 3 / 8 " 13'-7"13'-7"13'-7" 18/36 18/36 24/48 HSS6X6X3/ 8 GN 18/36 GAGA HSS8X8X3/ 8 HSS8X8X3/ 8 HSS8X8X3/ 8HSS 8 X 8 X 3 /8 HSS8X8X3/ 8 HSS8X8X3/ 8 E9G1 GI 1'-8" 3 S5.02 2 S5.02 2 S5.02 2 S5.02 5 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 2 S5.02 1 S5.02 2 S5.02 2 S5.02 1 S5.02 2 S5.02 5 S5.02 2 S5.02 1 S5.02 7 S5.02 5 S5.02 7 S5.02 7 S5.02 7 S5.02 7 S5.02 7 S5.02 7 S5.02 5 S5.02 7 S5.02 7 S5.02 1 S5.02 7 S5.02 7 S5.02 7 S5.02 7 S5.02 5 S5.02 6 S5.02 24/48 30/60 GB-1 GB-1GB-1 HSS 6 X 6 X 3 /8 HSS6X6X3/ 8 HSS 8 X 8 X 3 /8 HSS 6 X 6 X 3 /8 GB - 3 GB-3 GB - 3 GB-1 GB - 3 GB-3 GB - 3 GB-1 GB - 1 GB-1 GB - 1 S1 . 0 1 F S1 . 0 1 G S1.01F S1.01D S1.01G S1.01E BRACE "E1" BR A C E " G 1 " 18/36 18/36 GB-1 <-1'-0"> GB - 1 < - 1 ' - 0 " > GB - 2 < - 1 ' - 0 " > GB-1 <-1'-0"> 18/36 14'-0"14'-0"14'-0"14'-0"14'-0"14'-0" 18/3618/36 18/36 18/36 30/60 30/60 30/60 14 ' - 4 1 / 2 " 14 ' - 4 1 / 2 " 14 ' - 4 1 / 2 " 14 ' - 4 1 / 2 " 14 ' - 4 1 / 2 " 14 ' - 4 1 / 2 " HATCHED REGION INDICATES AREA OF SLAB DEPRESSION, SEE DETAIL 10/S5.01. VERIFY/ COORDINATE EXTENTS/ DIMENSIONS WITH ARCH PRIOR TO CONSTRUCTION. T.O.C. = - 0'-2 1/2" VOLLEYBALL SLEVE SEE DETAIL 12/S5.02 (TYP.) VOLLEYBALL SLEVE SEE DETAIL 12/S5.02 (TYP.) GB - 1 < - 1 ' - 0 " > GB-1 <-1'-0"> GB-1 <-1'-0"> GB - 1 < - 1 ' - 0 " > GB - 1 < - 1 ' - 0 " > GB - 1 < - 1 ' - 0 " > GB - 2 < - 1 ' - 0 " > 30/60 13 ' - 1 3 / 8 " 13 ' - 1 3 / 8 " 30/60 30/60 24/48 30/60 30/60 30/60 30/60 30/60 18/36 18/36 18/36 14'-4"14'-4"14'-0"14'-0"14'-0"14'-0" 19 ' - 5 5 / 8 " 8 5/8"18'-11 3/8"19'-8"18'-3 7/8"1'-4 1/8" 16'-8 1/2"15'-3 7/8"15'-3 7/8"14'-8 3/8"14'-8 3/8" 14 ' - 5 " 14 ' - 5 " 30/60 13 ' - 1 3 / 8 " 13 ' - 1 3 / 8 " HATCHED REGION INDICATES AREA OF SLAB DEPRESSION, SEE DETAIL 10/S5.01. VERIFY/ COORDINATE EXTENTS/ DIMENSIONS WITH ARCH PRIOR TO CONSTRUCTION. T.O.C. = - 0'-2 1/2" 10" EXTERIOR CMU WALL W/#7 VERT. BARS @ 16" O.C. IN FULLY GROUTED CELLS 10" EXTERIOR CMU WALL W/#7 VERT. BARS @ 16" O.C. IN FULLY GROUTED CELLS 10" EXTERIOR CMU WALL W/#7 VERT. BARS @ 16" O.C. IN FULLY GROUTED CELLS 8" EXTERIOR CMU WALL W/#5 VERT. BARS @ 24" O.C. IN FULLY GROUTED CELLS 8" EXTERIOR CMU WALL W/#5 VERT. BARS @ 24" O.C. IN FULLY GROUTED CELLS 8" EXTERIOR CMU WALL W/#5 VERT. BARS @ 24" O.C. IN FULLY GROUTED CELLS T.O.C. = - 0'-8 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-2 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-1 1/2" T.O.C. = - 0'-2 1/2" FOUNDATION NOTES: 1. DATUM ELEVATION 0'-0" CORRESPONDS TO TRUE ELEVATION = ---------, RE: CIVIL 2. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION TYP, U.N.O. 3. TOP OF ALL PIERS AT PERIMETER GRADE BEAMS IS <-3'-0"> BELOW F.F.E. TYP, U.N.O. TOP OF ALL INTERIOR PIERS IS <-2'-8"> BELOW F.F.E. TYP, U.N.O. 4. TOP OF ALL EXTERIOR PLINTHS ARE AT <-1'-0"> TYP, U.N.O. TOP OF ALL INTERIOR PLINTHS ARE AT <-0'-8"> TYP, U.N.O. ALL CORNER PLINTHS ARE TYPE P3, U.N.O. ALL EXTERIOR PLINTHS ARE TYPE P2, U.N.O. ALL INTERIOR PLINTHS ARE TYPE P1, U.N.O. ALL INTERIOR PLINTHS AT PIERS WITH 24" SHAFT ARE TYPE P1 ALL INTERIOR PLINTHS AT PIERS WITH 30" & 36" SHAFT ARE TYPE P4 ALL INTERIOR PLINTHS AT PIERS WITH 42" OR LARGER SHAFT ARE TYPE P5 5. GB1 INDICATES GRADE BEAM TYPE. ALL PERIMETER GRADE BEAMS TO BE TYPE GB1 TYP, U.N.O., REFER TO SCHEDULE IN S3.01 6. ALL BASEPLATES AT 6" COLUMNS SHALL BE TYPE BP1 TYP., U.N.O. ALL BASEPLATES AT 8" COLUMNS SHALL BE TYPE BP2 TYP., U.N.O. 7. BOTTOM OF PIER ELEVATION IS 8'-0" BELOW EXISTING GRADE. 8. ALL PERIMETER GRADE BEAMS TO BE TYPE GB1 TYP, U.N.O. 9. VERIFY ALL SLOPES, DEPRESSIONS, ELEVATIONS WITH ARCH. PRIOR TO CONSTRUCTION. 10. PROVIDE CONTROL JOINTS AT EVERY COLUMN LINE AND AT A MAXIMUM SPACING OF 36 TIMES THE SLAB THICKNESS (NOT TO EXCEED 18 FEET), U.N.O. NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:23 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FOUNDATION PLAN AREA G S1.01G AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"1 FOUNDATION PLAN AREA G 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID GJ G12G9 GK G7 DECK TYPE 1 INDICATES LOAD BEARING 8" CMU W/ #6 BARS @ 24" O.C. IN FULLY GROUTED CELLS STAIR LANDING BY OTHERS, MATCH T.O.C. ELEVATION W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 TOC = 12'-0" W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 33'-5 1/8"30'-7 7/8" 1' - 2 5 / 8 " 17 ' - 1 1 1 / 4 " G8 GJ GK 10K1 10K1 10K1 10K1 8'-3 1/4"5 3/4" 5" 19 ' - 4 1 / 2 " SLOPE B.O.D. = 33' - 6 3/8"B.O.D. = 33' - 4 1/2" B.O.D. = 33' - 4 1/2"B.O.D. = 33' - 6 3/8" F4 FM 18'-2"14'-4" 13 ' - 3 1 / 8 " 1' - 6 " 5" THICK SLAB-ON-GRADE REINF. WITH #4 @ 14" OC EW, RE: 1/S5.01 T.O.C.= 0'-0" 1'-5 3/4"11'-4 1/2"1'-5 3/4" 1' - 5 3 / 4 " 10 ' - 3 5 / 8 " 1' - 5 3 / 4 " HSS4X4X5/16 HSS 4 X 4 X 5 /16 HSS4X4X5/16 HSS 4 X 4 X 5 /16 18/36 18/36 18/3618/36 GB1 GB 1 GB1 GB 1 1'-5 3/4" 9'-3 7/8"3'-6 3/8" F4 FM HSS8X3X5/16 HS S 8 X 3 X 5 / 1 6 HSS8X3X5/16 HS S 8 X 3 X 5 / 1 6 C8X11.5 17'-9 1/4"15'-0 3/4" 1'-10 1/2"11'-4 1/2"1'-9 3/4" 2' - 0 " 14 ' - 3 1 / 8 " 1' - 1 1 3 / 4 " 10 ' - 3 5 / 8 " 1' - 1 1 3 / 4 " 1'-10 1/2"9'-3 7/8"3'-10 3/8" B.O.D. = 12' - 11"B.O.D. = 12' - 8" B.O.D. = 12' - 8"B.O.D. = 12' - 11" DE C K TY P E 2 SLOPE 3/16 . 2 BM TO PLATE #5 VERT BARS @ 24" OC IN FULLY GROUTED CELLS NOTE: RE: 1/S6.01 FOR MORE INFORMATION NOT SHOWN 2 STEEL DECK RE: PLAN L5" x 3" x 1/2" CONT. HILTI 5/8" DIA. HILTI HAS ROD EPOXY INTO CMU WITH HY 150 ADHESIVE @ 24" O.C. WITH (4" EMBED) B.O.D. ELEVATION - RE:PLAN TOP OF SLAB AND FIN FL. - RE:PLAN 8" (NOM.) x 8" DEEP CONT. CMU BOND BEAM REINF. WITH - (2) - #4 CONT EMBED PLATE "B1" 3/8" x 6" (W) x 11" (L) W/ (2) 1/2" Ø x 4" LONG HEADED CONCRETE ANCHORS 8" (NOM.) x 8" DEEP CONT. CMU BOND BEAM REINF. WITH - (2) - #4 CONT EMBED PLATE "B1" 3/8" x 6" (W) x 11" (L) W/ (2) 1/2" Ø x 4" LONG HEADED CONCRETE ANCHORS PLATE "B1" 1/4 3 TYP. 6" 3"3" 2" 7" 2" 11 " F.F.E. RE: PLAN COMPOSITE FLOOR SLAB RE: STRUCTURAL NOTES CONT 5 1/2" X 5" X 1/4" BENT PLATE (LLV), TYP METAL DECK RE: PLAN (2) #4 X 3'-0" LONG DBA @ 6" OC WELDED TO ANGLE @ EVERY EMBEDDED PLATE 3/16 2 TYP. NOTE: RE: 1/S6.01 FOR INFORMATION NOT SHOWN SEE PLAN CONT. BOND BEAM W/ (2)-#5 BARS 8" CMU WALL CONT L7X4X3/8 (LLV) W/ 3/4" Ø EXP ANCHOR BOLTS (5" EMBED" @ 24" OC IN SLOTTED HOLES. WELD TO BEAM BOTTOM FLANGE W/ 1/4" FILLET WELD ON 2-12 PATTERN 5" 2 1/2"2 1/2" 2" 7" 2" 11 " METAL DECK RE: PLAN CONT L3 x 3 x1/4" 8" (NOM.) x 8" DEEP CONT. CMU BOND BEAM REINF. WITH - (2) - #5 CONT SLOPE EMBED PLATE 3/8" x 5" (W) x 11" (L) W/ (2) 1/2" Ø x 4" LONG HEADED CONCRETE ANCHORS T.O.S. SEE PLAN 5" 2 1/2"2 1/2" 2" 7" 2" 11 " METAL DECK RE: PLAN CONT L3 x 3 x1/4" 8" (NOM.) x 8" DEEP CONT. CMU BOND BEAM REINF. WITH - (2) - #5 CONT EMBED PLATE 3/8" x 5" (W) x 11" (L) W/ (2) 1/2" Ø x 4" LONG HEADED CONCRETE ANCHORS T.O.S. VARIES STEEL JOIST, SEE PLAN HSS5X2 1/2X1/4 - WELD TO EMBED NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:25 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 MISC FRAMING PLANS & DETAILS S2.01 AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"1 MEZZANINE FRAMING PLAN 1/8" = 1'-0"2 AREA G ROOF ACCESS 1/8" = 1'-0"3 KILN FOUNDATION PLAN 1/8" = 1'-0"4 KILN ROOF FRAMING PLAN 3/4" = 1'-0"5 SECTION 3/4" = 1'-0"6 SECTION 3/4" = 1'-0"7 SECTION 3/4" = 1'-0"8 SECTION 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID AREA A AREA B AREA C AREA D AREA E AREA F AREA G NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:26 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 COMPOSITE LOW ROOF FRAMING PLAN S2.11 AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1" = 20'-0"1 COMPOSITE LOW ROOF FRAMING PLAN 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID A10 B1 B1 EB AI AI AD AC BA A1 A1 A2 A2 A4 A4 AH AG AG BG BB BD BE A8 A8 EA A15 A15 W1 8 X 3 5 W12X19 W1 4 X 2 2 HSS16X8X3/8 (T.O.S. = 14'-8") W14X22W18X40W18X40 W18X40 W18X40 W18X40 W1 4 X 2 2 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W14X22 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W1 4 X 2 2 W1 4 X 2 2 W16X26W12X19W12X19 HSS16X8X3/8 (T.O.S. = 14'-8") W1 8 X 4 0 W1 4 X 2 2 W1 8 X 3 5 W 1 8 X 3 5 W1 8 X 3 5 BF DB W14X22 W18X40 A12 A12 W14X22 W1 8 X 3 5 18 K 3 12 K 1 12 K 1 12 K 1 12K1 12K1 12K1 18K3 AE AE A3 A5 A6 A6 A13 AF W12X19 W18X40 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W16X26W12X19W12X19 12 K 1 12 K 1 12 K 1 W1 2 X 1 9 W1 2 X 1 9 W12X19 W1 2 X 1 9 W1 4 X 2 2 W1 4 X 2 2 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 W1 2 X 1 9 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 19'-10 1/2"17'-3 1/2"17'-7"23'-0 3/4" 14'-0 1/2"8'-5 7/8"19'-1 1/2"42'-10 1/4"1'-4" 2' - 7 1 / 8 " 14 ' - 1 1 1 / 8 " 1' - 6 3 / 4 " 11 ' - 0 1 / 2 " 1' - 4 " 7' - 6 3 / 8 " 14 ' - 0 3 / 4 " 9' - 1 1 1 / 8 " 4' - 4 7 / 8 " 17 ' - 0 1 / 4 " 24 ' - 0 " 24 ' - 0 " 24 ' - 0 " 24 ' - 0 " 24 ' - 0 " 19'-10 1/2"5'-3 5/8"12'-0"12'-7 7/8"4'-11 1/4"23'-0 3/4"4'-9 1/8"15'-0"2'-9 1/4"8'-10 5/8"3'-4"6'-10 7/8"8'-1 1/8"15'-0"15'-0"6'-1 1/8" 19 ' - 1 0 3 / 4 " 24 ' - 0 " 19 ' - 1 1 1 / 4 " 16 ' - 0 1 / 4 " DECK TYPE 1 1'-4" B.O.D. = 16' - 0"B.O.D. = 16' - 0" B.O.D. = 14' - 8" B.O.D. = 15' - 9 3/8" B.O.D. = 14' - 8" B.O.D. = 14' - 8" 15 ' - 6 1 / 2 " W12X19 W1 8 X 4 0 DA 12 K 1 12 K 1 12 K 1 12 K 1 18K3 18K3 W1 8 X 3 5 BC 12 K 1 12 K 1 12 K 1 10 K 1 10 K 1 BI A19 A19 AA AA B.O.D. = 14' - 8" B.O.D. = 15' - 8 5/8" 12K1 W12X19W18X35 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 W18X40 W1 2 X 1 9 W18X35 SLOPE B.O.D. = 14' - 8" SLOPE SLOPE SLOPE SLOPE A11 A14 A16 A17 A18 3 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 1 S6.03 1 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 3 S6.03 W18X40 W14X22 W1 2 X 1 9 W1 2 X 1 9 12 K 1 12 K 1 12 K 1 W1 4 X 2 2 S2.11C S2.11A S2 . 1 1 A S2 . 1 1 B S2 . 1 1 A S2 . 1 1 B S2 . 1 1 C S2 . 1 1 A 3 3 / 4 " 3 3/4" 3 3 / 4 " 3 3/4" 3 3/4" 3 3 / 4 " 3 3 / 4 " 3 3/4" 12 K 1 12 K 1 12 K 1 W1 2 X 1 9 A9 HSS16X8X3/8 (T.O.S. = 14'-8") HSS16X8X3/8 (T.O.S. = 14'-8")HSS16X8X3/8 (T.O.S. = 14'-8") ROOF FRAMING PLAN NOTES: 1. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION. 2. METAL DECK TYPE 1 AT ROOF IS RIGID INSULATION BOARD ON 1 1/2" DEEP TYPE "B" 22 GA. GALVANIZED STEEL DECK 3. T.O. STEEL ELEVATION AT DECK TYPE 1 AT B.O. DECK, UON. RE: 7E/S1.02 FOR DECK TYPE INFORMATION 4. FOR PRICING PURPOSES ASSUME ALL STEEL BEAMS UNDER TYPE 1 METAL DECK ARE SPACED AT 10'-0" OC MAX AND JOISTS UNDER TYPE 1 METAL DECK ARE SPACED AT 5'-0" OC MAX. 5. ALL COLUMNS ARE HSS6x6x3/8", UNO NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:27 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 LOW ROOF FRAMING PLAN AREA A S2.11A AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"1 LOW ROOF FRAMING PLAN AREA A 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID B1 B1 B4 B4 B8 B8 E1 B10 B10 B12 B12 EB EB AI AD AC BA BA B11 B11 B2 B2 B3 B3 AH BH.1 BH.1 BG BG BH D12 BB BB BD BD BE BE BG.1 BG.1 EA A15 B5 W1 4 X 2 2 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W14X22 W14X22 W14X22 W1 6 X 2 6 W1 4 X 2 2 W1 4 X 2 2 W1 4 X 2 2 W1 4 X 2 2 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W1 2 X 1 9 W1 4 X 2 2 W18X35W18X35 W1 6 X 2 6 W1 4 X 2 2 W1 4 X 2 2 W1 6 X 2 6 W14X22 W14X22 W14X22 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W12X19 W12X19 W12X19 W1 8 X 4 0 W1 4 X 2 2 W18X35 W18X35 W14X22 W16X26 W14X22 W18X35 W16X31 W16X31 W18X35W18X35W18X35W18X35 W1 8 X 3 5 W1 6 X 3 1 W1 2 X 1 9 W1 8 X 3 5 W1 2 X 1 9 W1 2 X 1 9 W1 6 X 2 6 W1 2 X 1 9 W1 2 X 1 9 W1 8 X 3 5 W1 6 X 3 1 W12X19 W12X19 W1 2 X 1 9 W1 2 X 1 9 W1 6 X 2 6 W1 4 X 2 2 W1 4 X 2 2 W1 4 X 2 2 W1 4 X 2 2 W1 4 X 2 2 W1 6 X 2 6 W12X19 W12X19 W1 4 X 2 2 W1 6 X 2 6 W1 4 X 2 2 W1 8 X 3 5 W1 2 X 1 9 W12X19 W21X50 W18X35 W12X19 W12X19 W12X19 W12X19 W12X19 W1 6 X 2 6 W12X19 W1 4 X 2 2 W12X19 W1 4 X 2 2 W1 4 X 2 2 W1 6 X 3 1 W1 6 X 3 1 W1 6 X 2 6 W1 2 X 1 9 W1 8 X 3 5 W1 6 X 2 6 W1 4 X 2 2 W12X19 W12X19 W12X19 W12X19 W12X19 W18X35 W21X50 W12X19 W1 6 X 3 1 BF BF D8 B9B6 W18X35 W1 2 X 1 9 W1 6 X 3 1 W18X35 W18X35 W12X19 W1 6 X 2 6 W12X19 W12X19 W1 4 X 2 2 W12X19 W1 4 X 2 2 AF W1 4 X 2 2 B7 E2 W12X19 W1 4 X 2 2 W18X35 E5 8'-1 1/8"15'-0"15'-0"6'-1 1/8" 1' - 6 3 / 4 " 11 ' - 0 1 / 2 " 22 ' - 1 1 1 / 8 " 14 ' - 4 " 5' - 6 1 / 4 " 10 ' - 0 1 / 4 " 16 ' - 0 1 / 4 " 1'-4"30'-0 1/2"12'-3 1/4"33'-2 1/4"50'-6"33'-2 1/4"12'-3 1/4"30'-0 1/2" 42'-10 1/4"1'-4"30'-0 1/2"1'-9 1/8"10'-6 1/8"20'-2 3/8"12'-11 7/8"13'-8 1/2"5'-2 7/8"12'-7 1/4"6'-4 1/2"12'-6 7/8"4'-7"12'-7 1/4"16'-0"12'-3 1/4"4'-2"25'-10 1/2" 5' - 6 1 / 4 " 11 ' - 6 " 6' - 3 " 17 ' - 9 " 24 ' - 0 " 24 ' - 0 " 21 ' - 8 " 2' - 4 " 24 ' - 0 " 12 ' - 7 1 / 4 " 1' - 4 " 27 ' - 1 0 1 / 4 " 13 ' - 7 " 11 ' - 6 " 6' - 3 " 17 ' - 9 " 24 ' - 0 " 24 ' - 0 " 21 ' - 8 " 2' - 4 " 24 ' - 0 " DE C K TY P E 1 DE C K TY P E 1 DE C K TY P E 1 12 ' - 7 1 / 4 " 1' - 4 " B.O.D. = 14' - 8"B.O.D. = 14' - 8"B.O.D. = 14' - 8"B.O.D. = 14' - 8" B.O.D. = 14' - 8"B.O.D. = 14' - 8" 15 ' - 6 1 / 2 " W1 8 X 4 0 W1 2 X 1 9 W1 4 X 2 2 W1 4 X 2 2 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K410K1 10K1 10K1 10K1 10K1 10K1 10K1 W1 8 X 3 5 W1 8 X 3 5 22K4 20KCS2 20KCS2 20KCS2 22K4 22K4 20K3 20K3 20K3 W12X19 W12X19 22K4 22K4 22K4 20K3 20K3 20K3 22K4 22K4 22K4 22K4 22K4 20K3 20K3 20K3 20K3 20K3 22K4 22K4 22K4 22K4 22K4 22K4 20K4 20K4 20K4 20K4 22K4 22K4 20K3 20K3 10K1 10K1 10K1 10K1 10K1 10K1 10K1 10K1 10K1 20K3 20K3 22K4 22K4 20K3 20K3 22K4 22K4 20K3 20K3 22K4 22K4 10K1 10K1 22K4 22K4 20K3 20K3 BC BC 22K4 22K4 20K3 22K4 22K4 20K3 20K3 20K322K422K4 22K4 22K4 20K3 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10K1 10K1 10K1 10K1 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 10K1 10K1 10K1 10K1 20K3 20K3 20K3 20K3 20K3 20K3 BI A19 A19 AA AA W21X50 10K1 10K1 10K1 10K1 W21X50 10K1 10K1 10K1 10K1 W12X19 HSS6X6X3/ 8 POST-UP HSS 6 X 6 X 3 /8 POS T - U P HSS6X6X3/ 8 POST-UP HSS6X6X3/ 8 POST-UP HSS6X6X3/ 8 POST-UP HSS 6 X 6 X 3 /8 POS T - U P W12X19 W2 1 X 5 0 C = 1 " W2 1 X 5 0 C = 1 " HSS 6 X 6 X 3 /8 POS T - U P HSS 6 X 6 X 3 /8 POS T - U P 12K1 12K1 12K1 12K1 12K1 12K1 12K1 10K1 10K1 10K1 10K1 10K1 10K1 10K1 12K1 14KCS3 14KCS3 14KCS3 12K1 12K1 12K1 10 K 1 W18X35W18X35W18X35W18X35W18X35W18X35W18X35 W18X35 W16X31 10 K 1 10 K 1 10K1 10K1 10K1 10K1 10K1 10K1 10K1 10K1 10K1 10K1 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPESLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE B.O.D. = 14' - 8"B.O.D. = 15' - 6 5/8"B.O.D. = 14' - 8" B.O.D. = 15' - 6 5/8" B.O.D. = 14' - 0 1/8" B.O.D. = 14' - 0 1/8"B.O.D. = 14' - 8"B.O.D. = 14' - 8"B.O.D. = 15' - 6 5/8" B.O.D. = 15' - 6 5/8" 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 B.O.D. = 15' - 8 5/8" B.O.D. = 15' - 8 5/8" A16 A17 A18 3 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 1 S6.03 1 S6.03 1 S6.03 1 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 3 S6.03 W1 4 X 2 2 S2 . 1 1 A S2 . 1 1 B S2 . 1 1 A S2 . 1 1 B S2.11D S2.11B S2 . 1 1 D S2 . 1 1 E S2.11D S2.21B 3 3/4" 3 3/4" 3 3 / 4 " 3 3/4" 6 1 / 2 " 3 3/4" 3 3 / 4 " 3 3/4" RIDGE RIDGE RIDGE RIDGE VALLEY W12X19 W12X19 W12X19 W12X19 HSS6X6X3/ 8 POST-UP HSS 6 X 6 X 3 /8 POS T - U P HSS 6 X 6 X 3 /8 POS T - U P HSS 6 X 6 X 3 /8 POS T - U P HSS6X6X3/ 8 POST-UP HSS6X6X3/ 8 POST-UP 3"6'-8"3" 3" 14 ' - 0 " 20 ' - 0 " 14 ' - 0 " 3" 3"6'-8"3" 3" 14 ' - 0 " 20 ' - 0 " 14 ' - 0 " 3" S2.21D 2 S2.21D 3 W12X19 W12X19 W12X19 W12X19 5 5 / 8 " HSS16X8X3/8 (T.O.S. = 14'-8") HSS16X8X3/8 (T.O.S. = 14'-8")HSS16X8X3/8 (T.O.S. = 14'-8") 10 K 1 10 K 1 4400 LBS ERV-6 ROOF FRAMING PLAN NOTES: 1. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION. 2. METAL DECK TYPE 1 AT ROOF IS RIGID INSULATION BOARD ON 1 1/2" DEEP TYPE "B" 22 GA. GALVANIZED STEEL DECK 3. T.O. STEEL ELEVATION AT DECK TYPE 1 AT B.O. DECK, UON. RE: 7E/S1.02 FOR DECK TYPE INFORMATION 4. FOR PRICING PURPOSES ASSUME ALL STEEL BEAMS UNDER TYPE 1 METAL DECK ARE SPACED AT 10'-0" OC MAX AND JOISTS UNDER TYPE 1 METAL DECK ARE SPACED AT 5'-0" OC MAX. 5. ALL COLUMNS ARE HSS6x6x3/8", UNO NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:29 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 LOW ROOF FRAMING PLAN AREA B S2.11B AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"1 LOW ROOF FRAMING PLAN AREA B 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID F1 F1 C1 C1 C5 C5 C8 C8 C10 C10 C11 C11 FD CJ CJ CH CH CG CG CD CD CB CB CA CA CI CI CC CC C4 C4 C9 C9 DK FA W1 6 X 3 1 W1 4 X 2 2 W1 8 X 3 5 W 1 8 X 3 5 W1 8 X 3 5 W1 8 X 4 0 W1 8 X 4 0 W14X22 W1 4 X 2 2 W 1 4 X 2 2 W1 4 X 2 2 W1 6 X 2 6 W1 4 X 2 2 W18X40W18X40W18X40W18X40W18X40W18X40W18X40 W1 4 X 2 2 W1 4 X 2 2 W1 4 X 2 2 W16X26 W16X26 W16X26 W16X26 W14X22 W1 8 X 3 5 W1 8 X 3 5 W14X22 W1 8 X 3 5 W16X26W16X26W16X26W16X26W16X26 W1 4 X 2 2 W1 6 X 2 6 W1 4 X 2 2 W18X40 W18X40 W18X40 W18X40 W18X40 W18X40 W18X40 W1 4 X 2 2 W1 6 X 2 6 W1 4 X 2 2 W1 4 X 2 2 W16X31 W14X22 W14X22 W16X26 W16X26 W16X26 W16X31 W1 4 X 2 2 W16X31 W1 2 X 1 9 W1 2 X 1 9 W16X26 W16X26 W14X22 W16X31 W18X35 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W2 1 X 5 0 W1 8 X 3 5 W1 2 X 1 9 W1 2 X 1 9 W2 1 X 5 0 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W14X22 W16X26 W16X26W14X22 W18X35 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W16X31 W14X22 W14X22 W1 2 X 1 9 W1 2 X 1 9 W16X26 W16X26 W16X26 W16X31 W1 6 X 3 1 W1 2 X 1 9 W1 4 X 2 2 W16X31W12X19W16X26W16X26W16X26 W1 4 X 2 2 W16X26W16X31 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W2 1 X 5 0 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W1 8 X 3 5 W1 2 X 1 9 W1 6 X 3 1 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 22 K 4 24 K 4 22 K 4 22 K 4 22 K 4 22 K 4 22 K 4 22 K 4 22 K 4 10 K 1 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 4 20 K 4 20 K 4 20 K 4 20 K 4 22 K 4 22 K 4 22 K 4 22 K 4 22 K 4 22 K 4 22 K 4 20 K C S 2 10 K 1 22 K 4 22 K 4 20 K 3 20 K 3 20 K 3 22 K 4 20 K C S 2 20 K C S 2 10 K 1 10 K 1 10 K 1 20 K 3 20 K 3 20 K 3 20 K C S 2 20 K C S 2 20 K C S 2 10 K 1 10 K 1 10 K 1 C2 C2 C7C6 C6 D1 D1 22 K 4 22 K 4 DH DF W16X26 W1 2 X 1 9 W16X26 W1 4 X 2 2 W16X26 W14X22 W12X19W14X22 W18X35W18X35 W1 2 X 1 9 W1 6 X 3 1 W1 4 X 2 2 20 K 3 20 K 3 20 K C S 2 10 K 1 20 K 3 20 K 3 20 K C S 2 10 K 1 16K2 16K2 22 K 4 22 K 4 22 K 4 W1 2 X 1 9 16K2 16K2 16K2 16K2 16K2 14K1 14K1 GB GE GD GC 24'-0"2'-4"21'-8"24'-0"24'-0"17'-9"6'-3"11'-6"13'-7"28'-7"1'-4"20'-2"25'-6" 30 ' - 0 1 / 2 " 12 ' - 3 1 / 4 " 33 ' - 2 1 / 4 " 50 ' - 6 " 33 ' - 2 1 / 4 " 12 ' - 3 1 / 4 " 30 ' - 0 1 / 2 " 24'-0"2'-4"21'-8"24'-0"24'-0"24'-0"11'-6"13'-7"28'-7"1'-4" 24 ' - 7 " 12 ' - 3 1 / 4 " 30 ' - 0 1 / 2 " 28 ' - 5 5 / 8 " 1' - 4 " 26 ' - 8 " 26 ' - 7 1 / 4 " 14 ' - 4 3 / 4 " 12 ' - 9 1 / 2 " 18 ' - 1 1 " 8' - 7 1 / 4 " DECK TYPE 1 DECK TYPE 1 DE C K TY P E 1 1' - 4 " B.O.D. = 14' - 8" B.O.D. = 14' - 8" B.O.D. = 14' - 8" B.O.D. = 14' - 8" B.O.D. = 14' - 8" 30 ' - 0 1 / 2 " 12 ' - 3 1 / 4 " 33 ' - 2 1 / 4 " 18 ' - 9 1 / 2 " B.O.D. = 14' - 8" CF 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 22 K 4 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 W14X22 W16X26 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 W16X26 W16X26 22 K 4 22 K 4 22 K 4 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 20 K 3 20 K 3 22 K 4 22 K 4 20 K 3 20 K 3 20 K 4 20 K 4 20 K 3 20 K 3 20 K 4 22 K 4 10 K 1 10 K 1 C3 C3 20 K 4 22 K 4 20 K 3 22 K 4 20 K 3 22 K 4 10 K 1 10 K 1 22 K 4 22 K 4 20 K 3 20 K 3 22 K 4 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 14K1 14K1 14K1 14K1 14K1 GA FB C12 C12 HSS 6 X 6 X 3 /8 POS T - U P HSS 6 X 6 X 3 /8 POS T - U P HSS 6 X 6 X 3 /8 POS T - U P HSS 6 X 6 X 3 /8 POS T - U P HSS6X6X3/ 8 POST-UP HSS6X6X3/ 8 POST-UP HSS6X6X3/ 8 POST-UP W21X50 C=1" W21X50 C=1" W1 2 X 1 9 12 K 1 12 K 1 12 K 1 12 K 1 14 K C S 1 14 K C S 1 14 K C S 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 12 K 1 12 K 1 12 K C S 1 14 K C S 1 14 K C S 1 14 K C S 1 14 K C S 1 B.O.D. = 14' - 8" CE W1 4 X 2 2 W1 2 X 1 9 22 K 4 22 K 4 22 K 4 22 K 4 22 K 4 22 K 4 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 B.O.D. = 15' - 6 5/8" B.O.D. = 14' - 8" B.O.D. = 14' - 0 1/8"B.O.D. = 14' - 0 1/8" B.O.D. = 14' - 8" B.O.D. = 14' - 8"B.O.D. = 14' - 8" B.O.D. = 15' - 6 5/8"B.O.D. = 15' - 6 5/8" DECK TYPE 1 SL O P E SL O P E SL O P E SL O P E SL O P E SL O P E SL O P E SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE W1 4 X 2 2 W1 4 X 2 2 SLOPE SLOPE VALLEY B.O.D. = 15' - 1" B.O.D. = 15' - 1" B.O.D. = 14' - 8" B.O.D. = 14' - 8" 1 S6.03 1 S6.03 1 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 3 S6.03 1 S6.03 1 S6.03 1 S6.03 1 S6.03 1 S6.03 1 S6.03 3 S6.03 1 S6.03 1 S6.03 1 S6.03 2 S6.03 S2 . 1 1 C S2 . 1 1 A S2 . 1 1 C S2 . 1 1 D S2.11D S2.11A S2.11F S2.11D S1.01D S1.01A S1.01F S1.01D S2.11F S2.11D RIDGE VALLEY RIDGE RIDGE RIDGE 3 3 / 4 " 3 3/4" 3 3 / 4 " 6 1/2" 3 3 / 4 " 3 3/4" 3 3 / 4 " 3 3/4" 3 3/4" 6 1 / 2 " 3 3 / 4 " 3"3 3/4" HSS6X6X3/ 8 POST-UP HSS6X6X3/ 8 POST-UP HSS6X6X3/ 8 POST-UP HSS6X6X3/ 8 POST-UP HSS 6 X 6 X 3 /8 POS T - U P W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 HSS 6 X 6 X 3 /8 POS T - U P HSS 6 X 6 X 3 /8 POS T - U P 3" 6' - 8 " 3" 3"48'-0"3" 3" 6' - 8 " 3" 3"48'-0"3" S2.21D 5 S2.21D 4 3 3/4" 4400 LBS ERV-1 4400 LBS ERV-2 W1 8 X 3 5 ROOF FRAMING PLAN NOTES: 1. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION. 2. METAL DECK TYPE 1 AT ROOF IS RIGID INSULATION BOARD ON 1 1/2" DEEP TYPE "B" 22 GA. GALVANIZED STEEL DECK 3. T.O. STEEL ELEVATION AT DECK TYPE 1 AT B.O. DECK, UON. RE: 7E/S1.02 FOR DECK TYPE INFORMATION 4. FOR PRICING PURPOSES ASSUME ALL STEEL BEAMS UNDER TYPE 1 METAL DECK ARE SPACED AT 10'-0" OC MAX AND JOISTS UNDER TYPE 1 METAL DECK ARE SPACED AT 5'-0" OC MAX. 5. ALL COLUMNS ARE HSS6x6x3/8", UNO NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:31 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 LOW ROOF FRAMING PLAN AREA C S2.11C AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"1 LOW ROOF FRAMING PLAN AREA C 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID F1 A10 A10 B1 F4 F7 B4 F8 F9 F10 E1 E1 DC DC EB EB B2 B3 D12 CE.1 A8 A8 DK FA FA F3 DL DL DE D6D5 DD A15 D10 EJ W16X26 W1 4 X 2 2 W1 4 X 2 2 W1 2 X 1 9 W14X22 W27X84W14X22W14X22W27X84W14X22W14X22 W1 2 X 1 9 W14X22 W1 6 X 2 6 W1 4 X 2 2 W1 8 X 3 5 W1 8 X 3 5 W12X19 W1 4 X 2 2 W1 6 X 3 1 W1 6 X 3 1 W1 4 X 2 2 W1 8 X 3 5 W 1 8 X 3 5 W1 8 X 3 5 W14X22 HSS16X8X3/8 (T.O.S. = 14'-8") W18X46 W18X35 W1 2 X 1 9 W18X35 W14X22 W1 4 X 2 2 W1 2 X 1 9 W1 2 X 1 9 W1 6 X 2 6 W1 8 X 3 5 W1 8 X 3 5 W12X19 W18X35 W18X35 W12X19 W12X19 W14X22 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W1 8 X 3 5 W1 8 X 3 5 W1 2 X 1 9 W16X26 W14X22 W16X26 W14X22 W21X44 W14X22 W1 6 X 3 1 W1 6 X 3 1 W1 2 X 1 9 W1 2 X 1 9 W1 6 X 3 1 W1 6 X 3 1 W1 2 X 1 9 W18X35 W14X22 W27X84 W14X22 W14X22 W27X84 W16X26 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W18X35 W14X22 W18X35 W18X35 W14X22 W16X26 W1 8 X 3 5 W1 8 X 3 5 W1 6 X 3 1 W1 2 X 1 9 W1 2 X 1 9 W12X19 18K3 18K3 18K3 18K3 W1 8 X 3 5 12K1 12K1 10 K 1 16 K 3 16 K 3 16 K 3 16 K 3 16 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 EH 18K3 18K3 D8 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 10 K 1 10 K 1 F5 F6 D7 D9 12K1 12K1 D4 16 K 3 16 K 3 18 K 3 18 K 3DH DF DB W12X19 W18X35 W1 2 X 1 9 W1 6 X 2 6 W1 8 X 3 5 W1 8 X 3 5 W1 8 X 3 5 W1 8 X 3 5 W18X35 W14X22 W14X22 W14X22 W12X19 W1 2 X 1 9 W1 8 X 3 5 W16X26 A12 W14X22 W1 8 X 3 5 18 K 3 18 K 3 18 K 3 18 K 3 18K3 12K1 16 K 3 18 K 3 16K2 16K2 W1 8 X 3 5 W1 8 X 3 5 12K1 12K1 12K1 18K3 18K3 18K3 18K3 18K3 18K3 18K3 18K3 18K3 18K3 18K3 18K3 18K3 18K3 18K3 18K3 18K3 18K3 18K3 18K316K2 16K2 16K2 16K2 16K2 16 K 3 16 K 3 16 K 3 16 K 3 12 K 1 12 K 1 12 K 1 12 K 1 A6 W18X40 W1 2 X 1 9 GB EF DE C K TY P E 1 1' - 4 " 12 ' - 8 " 14 ' - 0 " 26 ' - 7 1 / 4 " 27 ' - 2 1 / 4 " 2' - 1 3 / 4 " 25 ' - 4 1 / 2 " 26 ' - 0 1 / 4 " 26 ' - 4 1 / 4 " 16 ' - 3 3 / 4 " 11 ' - 9 1 / 2 " 2' - 7 1 / 8 " 14 ' - 1 1 1 / 8 " 23'-0 3/4"14'-0 1/2"8'-5 7/8"19'-1 1/2"44'-2 1/4"30'-0 1/2"1'-9 1/8"10'-6 1/8"20'-2 3/8"12'-11 7/8"13'-8 1/2" 1' - 4 " 12 ' - 8 " 37 ' - 3 1 / 2 " 1' - 4 " 16 ' - 4 1 / 2 " 38 ' - 4 3 / 4 " 26 ' - 6 3 / 8 " 25 ' - 1 1 / 2 " 18 ' - 1 1 3 / 8 " 12 ' - 1 1 / 2 " 2' - 3 1 / 8 " 14 ' - 1 1 1 / 8 " 27'-11 1/8"14'-0 1/2" 4 1/8" 31'-11 3/8"1'-2 7/8"12'-7 3/8"6'-4"12'-7 1/4"2'-10 3/8"16'-1"5'-8 3/4"22'-0 1/4"5'-5 1/4"12'-3 1/4"3'-10 5/8"26'-1 7/8"1'-5 3/4" DECK TYPE 1 DE C K TY P E 1 DECK TYPE 1 B.O.D. = 15' - 9 3/8" B.O.D. = 15' - 9 3/8" B.O.D. = 14' - 8" B.O.D. = 14' - 10" COURT YARD BELOW INDICATES HIGH ROOF CF ED 10 K 1 W1 2 X 1 9 W1 4 X 2 2 W21X50 16 K 3 W14X22 DA DA 10K1 10K1 12 K 1 12 K 1 12 K 1 12 K 1 18K3 18K3 W1 8 X 3 5 18 K 3 16 K 3 12 K 1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 14 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 W1 4 X 2 2 W1 4 X 2 2 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 GA FB FB A19 W14X22W14X22W14X22W14X22W14X22W14X22W14X22W14X22W14X22 W3 3 X 1 1 8 C = 1 - 1 / 2 W3 3 X 1 1 8 C = 1 - 1 / 2 W14X22 W14X22 W36X135 C=1-1/2 W36X135 C=1-1/2 W1 8 X 3 5 W1 8 X 3 5 W1 8 X 3 5 F11 16 K 3 16 K 3 18 K 3 18 K 3 18 K 3 16 K 3 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 W16X26 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 18 K 3 18 K 3 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 16 K 3 16 K 3 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 10 K 1 10 K 1 16 K 3 16 K 3 16 K 3 16 K 3 16 K 3 B.O.D. = 14' - 8"B.O.D. = 15' - 6 5/8"B.O.D. = 14' - 8"B.O.D. = 14' - 0 1/8" B.O.D. = 14' - 8"B.O.D. = 14' - 8"B.O.D. = 15' - 6 5/8" CE 16 K 3 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 SLOPE SLOPE SLOPE SLOPE VALLEY VALLEY 10 K 1 10 K 1 B.O.D. = 14' - 8" B.O.D. = 14' - 11 5/8"B.O.D. = 14' - 11 5/8" B.O.D. = 15' - 5 3/4" 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 B.O.D. = 15' - 3 1/8" B.O.D. = 14' - 8" B.O.D. = 15' - 5 3/4" B.O.D. = 14' - 8" B.O.D. = 15' - 3 1/8" B.O.D. = 14' - 8" B.O.D. = 14' - 11 3/4"B.O.D. = 14' - 11 3/4" B.O.D. = 15' - 1"B.O.D. = 15' - 1" 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 B.O.D. = 14' - 8" B.O.D. = 15' - 8 5/8" B.O.D. = 14' - 10" SLOPE SLOPE W14X22 W14X22 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 W1 2 X 1 9 W16X31 W12X19 W12X19 DECK TYPE 1 SLOPE SLOPE SLOPE SLOPE SLOPE RIDGE B.O.D. = 15' - 9 3/8" B.O.D. = 15' - 1 7/8" B.O.D. = 15' - 1 7/8" B.O.D. = 14' - 8" B.O.D. = 14' - 8" 2 S6.03 2 S6.03 2 S6.03 2 S6.03 1 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 1 S6.03 3 S6.03 3 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.031 S6.03 1 S6.03 1 S6.03 1 S6.03 W18X40 W14X22 W1 2 X 1 9 W1 2 X 1 9 12 K 1 12 K 1 12 K 1 W1 4 X 2 2 SLOPE DECK TYPE 1 DECK TYPE 1 DECK TYPE 1 SLOPE SLOPE SLOPE SLOPE 10 K 1 10 K 1 S1 . 0 1 A S1 . 0 1 D S2.11D S2.11B S2.11D S2.21B S2.11D S2.11A S2.11F S2.11D S1 . 0 1 A S1 . 0 1 D S1.01D S1.01A S1.01F S1.01D S2.11F S2.11E S2.11E S2.11D S2 . 1 1 D S1 . 0 1 E S2.11F S2.11D 3 3 / 4 " 3 3 / 4 " 3 3/4"3 3/4" 3 3 / 4 " 3 3 / 4 " 3 3 / 4 " 6 1/2" 3 3/4" 3 3 / 4 " 5 3/4" 5 3 / 4 " 3 3/4" 3 3 / 4 " 3 3/4" 11'-7 3/8"11'-10 3/4"9'-11"13'-7 1/8"8'-5 1/8"15'-0 7/8" 11'-7 3/8"11'-10 3/4"9'-11"13'-7 1/8"8'-5 1/8"15'-0 7/8" 35 ' - 5 5 / 8 " 10 K 1 10 K 1 W1 8 X 3 5 W1 8 X 3 5 (T . O . S . = 1 4 ' - 8 " ) (T . O . S . = 1 4 ' - 8 " ) ROOF FRAMING PLAN NOTES: 1. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION. 2. METAL DECK TYPE 1 AT ROOF IS RIGID INSULATION BOARD ON 1 1/2" DEEP TYPE "B" 22 GA. GALVANIZED STEEL DECK 3. T.O. STEEL ELEVATION AT DECK TYPE 1 AT B.O. DECK, UON. RE: 7E/S1.02 FOR DECK TYPE INFORMATION 4. FOR PRICING PURPOSES ASSUME ALL STEEL BEAMS UNDER TYPE 1 METAL DECK ARE SPACED AT 10'-0" OC MAX AND JOISTS UNDER TYPE 1 METAL DECK ARE SPACED AT 5'-0" OC MAX. 5. ALL COLUMNS ARE HSS6x6x3/8", UNO NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:32 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 LOW ROOF FRAMING PLAN AREA D S2.11D AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"1 LOW ROOF FRAMING PLAN AREA D 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID B8 F10 E1 B10 B12 DC EB FC B11 FA DL EA EA B5 T.83 EJ EJ G8 W16X26 W16X31 W14X22 W1 4 X 2 2 W1 2 X 1 9 W18X35 W14X22 W14X22 W1 2 X 1 9 W18X35 W16X31 W16X31 W18X35W18X35 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 18 K 3 EH EH B9B6 W1 8 X 3 5 W18X35 W18X35 16 K 3 12 K 1 B7 E2 G14G13G5G4G2 GBGB GEGE G7G3 GDGD G11G10 GF GCGC W1 2 X 1 9 W12X19 W1 4 X 2 2 W 1 4 X 2 2 W14X22 E10E5E-4 EI T.203E6 EC D-8 E-2 EFEF EG EK DECK TYPE 1 1'-4"28'-3"1'-4"28'-0"28'-0"28'-0"29'-2 1/8"26'-10 1/4"18'-8 1/4"11'-4 3/4"36'-6 1/2"11'-3 1/4" 9' - 3 1 / 2 " 1' - 4 " 11 ' - 9 3 / 8 " 10 5 / 8 " 9' - 1 1 5 / 8 " 16 ' - 4 1 / 8 " 10 ' - 1 1 3 / 4 " 1' - 4 " 16 ' - 4 1 / 2 " 38 ' - 4 3 / 4 " 26 ' - 6 3 / 8 " 25 ' - 1 1 / 2 " 10 ' - 9 1 / 4 " 8' - 2 1 / 8 " 12 ' - 1 1 / 2 " 17 ' - 2 1 / 4 " 12 ' - 7 1 / 4 " 1' - 4 " 5'-2 7/8"12'-7 1/4"6'-4 1/2"12'-6 7/8"4'-7"12'-7 1/4"16'-0"11'-6 3/8"8 7/8"4'-2"21'-9 3/8"4'-1 1/8"15'-4 5/8"10'-0 3/4"25'-3 3/4"31'-2 3/4"25'-3 1/2" B.O.D. = 14' - 10" W1 2 X 1 9 CF CF ED W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W1 4 X 2 2 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 W1 2 X 1 9 W1 4 X 2 2 W21X50 W1 4 X 2 2 W21X50 W1 4 X 2 2 W2 1 X 4 4 W16X26 W18X40 W1 2 X 1 9 W16X26 W18X40 W2 1 X 4 4 W1 2 X 1 9 W16X26 W18X40 W2 1 X 4 4 W1 2 X 1 9 W18X40 W16X31 W21X50 W21X50 W21X50 W2 1 X 5 0 W24X62 W1 2 X 1 9 W1 2 X 1 9 W16X26 W1 2 X 1 9 W21X48 W24X55 W27X84 HS S 1 6 X 8 X 3 / 8 W1 4 X 2 2 W1 2 X 1 9 W14X22 W18X35W18X50 W18X35 C=1" HS S 1 6 X 8 X 3 / 8 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W16X31 W1 2 X 1 9 W18X40 W18X40 W18X35 W2 4 X 6 8 W2 4 X 5 5 W1 4 X 2 2 10 K 1 W14X22 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 14 K 1 14 K 1 14 K 1 14 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 14 K 1 10 K 1 22 K 6 16 K 3 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 16 K 3 16 K 3 16 K 3 16 K 3 16 K 3 16 K 2 16 K 2 16 K 2 W14X22 W12X19 W18X35W12X19 22K4 20KCS2 20KCS2 10K1 10K1 10K1 W21X50 10 ' - 7 3 / 4 " 10 ' - 1 0 1 / 4 " 16 ' - 4 1 / 8 " 10 ' - 1 1 3 / 4 " 1' - 4 " 16 ' - 4 1 / 2 " 17 ' - 1 1 5 / 8 " 20 ' - 5 1 / 8 " 18 ' - 4 5 / 8 " 8' - 1 3 / 4 " 22 ' - 1 1 / 2 " 3' - 0 " 10 ' - 9 1 / 4 " 30 ' - 3 " 19 ' - 1 0 " 1' - 4 " 13'-4" EEEE 10 K 1 10 K 1 10 K 1 10 K 1 14 K 1 14 K 1 14 K 1 14 K 1 14 K 1 14 K 1 14 K 1 14 K 1 14 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 20K3 20K3 20K3 W1 4 X 2 2 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 16 K 2 16 K 2 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 16 K 3 16 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 10 K 1 10 K 1 10 K 1 GAGA BI BI FB G6 E9 W14X22 F11 12K1 12K1 12K1 10K1 10K1 10K1 12K1 14KCS3 14KCS3 B.O.D. = 14' - 8" 10 K 1 W18X35W18X35W18X35 W18X35 W18X35 W16X31 G1 16 K 3 16 K 3 16 K 3 16 K 3 16 K 3 10 K 1 10 K 1 B.O.D. = 14' - 0 1/8"B.O.D. = 14' - 8"B.O.D. = 14' - 8"B.O.D. = 15' - 6 5/8" 16 K 3 16 K 3 10 K 1 10 K 1 SLOPE SL O P E SL O P E SL O P E SL O P E SL O P E SL O P E SL O P E 10 K 1 10 K 1 DECK TYPE 1 DECK TYPE 1 DECK TYPE 1 VALLEY VALLEY VALLEY VALLEY RIDGE B.O.D. = 15' - 9" B.O.D. = 15' - 9" B.O.D. = 15' - 2 3/4" B.O.D. = 14' - 8" B.O.D. = 14' - 10 3/4" B.O.D. = 15' - 2 3/8" B.O.D. = 14' - 8" B.O.D. = 15' - 8 3/8"B.O.D. = 15' - 8 3/8" B.O.D. = 15' - 2 5/8" B.O.D. = 14' - 11" SL O P E SL O P E SL O P E B.O.D. = 14' - 8" B.O.D. = 14' - 8" B.O.D. = 14' - 11 5/8" B.O.D. = 15' - 5 3/4" 10 K 1 14 K 1 14 K 1 14 K 1 14 K 1 14 K 1 14 K 1 10 K 1 10 K 1 10 K 1 B.O.D. = 14' - 8"B.O.D. = 14' - 8" B.O.D. = 15' - 8 5/8" SL O P E SL O P E B.O.D. = 16' - 6"B.O.D. = 16' - 6" SL O P E 2 S6.03 2 S6.03 2 S6.03 2 S6.03 3 S6.03 SL O P E DECK TYPE 1 DECK TYPE 1 SL O P E S2 . 1 1 D S2 . 1 1 E S2.11D S2.21B S2.11E S2.11D S2 . 1 1 D S1 . 0 1 E S2.11G S2.11E S2.11F S2.11D BRACE 5 3/4" 5 3 / 4 " 6 1 / 2 " 3 3 / 4 " 9' - 7 1 / 2 " 1' - 6 " W1 6 X 3 1 1' - 8 " 1' - 1 0 " 1' - 1 0 " 1'-10" 1' - 6 " 1'-6" 5 5 / 8 " 6" 6" 4400 LBS ERV-6 W1 8 X 3 5 W14X22 W24X55 ROOF FRAMING PLAN NOTES: 1. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION. 2. METAL DECK TYPE 1 AT ROOF IS RIGID INSULATION BOARD ON 1 1/2" DEEP TYPE "B" 22 GA. GALVANIZED STEEL DECK 3. T.O. STEEL ELEVATION AT DECK TYPE 1 AT B.O. DECK, UON. RE: 7E/S1.02 FOR DECK TYPE INFORMATION 4. FOR PRICING PURPOSES ASSUME ALL STEEL BEAMS UNDER TYPE 1 METAL DECK ARE SPACED AT 10'-0" OC MAX AND JOISTS UNDER TYPE 1 METAL DECK ARE SPACED AT 5'-0" OC MAX. 5. ALL COLUMNS ARE HSS6x6x3/8", UNO NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:34 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 LOW ROOF FRAMING PLAN AREA E S2.11E AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"1 LOW ROOF FRAMING PLAN AREA E 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID F1 F1 A10 F4 F4 F7 F7 F8 F9 F9 F10 E1 FM FM FL FL FI FI FF FF FE FE FD FD FC FC A8 A8 FA FA F3 FJ FJ DL DL D6D5 D10 W1 4 X 2 2 W14X22 W14X22 W14X22 W1 6 X 2 6 W1 4 X 2 2 W1 4 X 2 2 W1 8 X 3 5 W1 2 X 1 9 W18X35 W18X35 W1 2 X 1 9 W18X35 W1 4 X 2 2 W1 4 X 2 2 W1 4 X 2 2 W1 4 X 2 2 W1 6 X 2 6 W14X22 W14X22 W14X22 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 3 5 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W1 8 X 4 0 W12X19 W12X19 W12X19 W12X19 W1 4 X 2 2 W1 4 X 2 2 W1 4 X 2 2 W1 6 X 3 1 W1 6 X 3 1 W1 6 X 2 6 W1 6 X 3 1 W1 4 X 2 2 W1 6 X 2 6 W12X19 W12X19 W12X19 W1 2 X 1 9 W 1 4 X 2 2 W1 4 X 2 2 W1 6 X 2 6 W1 4 X 2 2 W12X19 W12X19 W12X19 W12X19 W12X19 W18X35 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W1 2 X 1 9 W1 2 X 1 9 W12X19 W1 6 X 2 6 W1 4 X 2 2 W1 4 X 2 2 W1 4 X 2 2 W1 4 X 2 2 W1 4 X 2 2 W1 6 X 2 6 W1 2 X 1 9 W 1 4 X 2 2 W1 4 X 2 2 W1 6 X 2 6 W1 4 X 2 2 W12X19 W12X19 W12X19 W12X19 W12X19 W21X50 W12X19 W18X35 W21X50 W12X19 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W18X35 W1 2 X 1 9 W14X22 W1 2 X 1 9 W1 6 X 3 1 W1 8 X 3 5 W1 6 X 2 6 W1 2 X 1 9 W1 2 X 1 9 W18X35 W14X22 W27X84 W14X22 W14X22 W27X84 W16X26 W1 6 X 2 6 W1 8 X 3 5 W1 2 X 1 9 W1 2 X 1 9 W1 6 X 3 1 W1 6 X 3 1 W1 2 X 1 9 W18X35 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 W1 8 X 3 5 10 K 1 22K4 22K4 10 K 1 10 K 1 F5 F6 22K4 22K4 22K4 22K4 22K4 22K4 FH FH FG FG D7 D9D4 W12X19 W1 4 X 2 2 W12X19 20K3 22K4 22K4 20K3 W1 8 X 3 5 W1 8 X 3 5 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 22K4 1'-4" 27'-11 1/8"2'-1 3/8"12'-3 1/4"33'-2 1/4"50'-6"33'-2 1/4"12'-3 1/4"30'-0 1/2"1'-4" 24 ' - 0 " 2' - 4 " 21 ' - 8 " 24 ' - 0 " 24 ' - 0 " 17 ' - 9 " 6' - 3 " 11 ' - 6 " 13 ' - 7 " 19 ' - 2 1 / 4 " 9' - 3 1 / 2 " 1' - 4 " 12 ' - 8 " 24 ' - 0 " 2' - 4 " 21 ' - 8 " 24 ' - 0 " 24 ' - 0 " 17 ' - 9 " 6' - 3 " 11 ' - 6 " 13 ' - 7 " 19 ' - 2 1 / 4 " 9' - 3 1 / 2 " 1' - 4 " 12 ' - 8 " 27'-11 1/8"2'-1 3/8"11'-11 1/8"32'-3 1/2"1'-2 7/8"12'-7 3/8"6'-4"12'-7 1/4"2'-10 3/8"16'-1"5'-8 3/4"22'-0 1/4"17'-8 1/2"3'-10 5/8"27'-7 5/8" DECK TYPE 1 DE C K TY P E 1 DE C K TY P E 1 DECK TYPE 1 B.O.D. = 14' - 8"B.O.D. = 14' - 8"B.O.D. = 14' - 8"B.O.D. = 14' - 8" B.O.D. = 14' - 8"B.O.D. = 14' - 8" W21X50 16 K 3 F2 F2 20K3 20K3 20K3 10K1 10K1 10K1 10K1 10K1 10K1 10K1 10K1 22K4 22K4 W12X19 W1 2 X 1 9 W1 8 X 3 5 10K1 10K1 10K1 10K1 10K1 10K1 10K1 10K1 10K1 10K1 10K1 10K1 10K1 22K4 22K4 W1 4 X 2 2 W1 2 X 1 9 10K1 10K1 10K1 10K1 10K1 10K1 10K1 10K1 10K1 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 22K4 22K4 22K4 20K3 20K3 20K3 20K3 20K3 20K3 20K3 20K3 22K4 22K4 22K4 10K1 10K1 10K1 16 K 3 20K3 22K4 22K4 20K310K1 FK FK 22K4 22K4 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 FB FB W14X22W14X22W14X22W14X22W14X22W14X22W14X22W14X22W14X22 12KCS1 12KCS1 12KCS1 12KCS1 12KCS1 10K1 10K1 10K1 10K1 10K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 10K1 10K1 12K1 12K1 W12X19 W1 4 X 2 2 W21X50 W12X19 10K1 W2 1 X 5 0 C = 1 " HSS 6 X 6 X 3 /8 POS T - U P HSS 6 X 6 X 3 /8 POS T - U P HSS 6 X 6 X 3 /8 POS T - U P F11 16 K 3 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 16 K 3 16 K 3 10 K 1 10 K 1 16 K 3 16 K 3 16 K 3 16 K 3 16 K 3 W12X19 B.O.D. = 15' - 6 5/8" B.O.D. = 14' - 8"B.O.D. = 15' - 6 5/8"B.O.D. = 14' - 8" B.O.D. = 14' - 0 1/8" B.O.D. = 14' - 0 1/8" B.O.D. = 14' - 8" B.O.D. = 15' - 6 5/8" B.O.D. = 14' - 8"B.O.D. = 15' - 6 5/8" SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPESLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE RIDGE RIDGE RIDGE RIDGE VALLEY W12X19 16 K 3 10K1 10K1 10K1 10K1 20K310K110K120K3 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 10K1 10K1 10K1 10K1 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W12X19 W21X50 W2 1 X 5 0 C = 1 " W21X50 GIGI SLOPE SLOPE B.O.D. = 15' - 8 3/8" 10 K 1 10 K 1 B.O.D. = 15' - 5 3/4" 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 B.O.D. = 15' - 5 3/4" 1 S6.03 3 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 1 S6.03 1 S6.03 1 S6.03 1 S6.03 3 S6.03 DECK TYPE 1SLOPE 10 K 1 S2.11F S2.11E S2 . 1 1 D S1 . 0 1 E S2.11F S2.11D 6 1 / 2 " 3 3/4" 3 3 / 4 " 3 3/4" 6 1 / 2 " 3 3/4" 3 3 / 4 " 3 3/4" HSS 6 X 6 X 3 /8 POS T - U P HSS6X6X3/ 8 POST-UP HSS6X6X3/ 8 POST-UP HSS6X6X3/ 8 POST-UP 3"6'-8"3" 3" 48 ' - 0 " 3" S2.21D 8 S2.21D 7 HSS6X6X3/ 8 POST-UP HSS6X6X3/ 8 POST-UP HSS6X6X3/ 8 POST-UP HSS 6 X 6 X 3 /8 POS T - U P HSS 6 X 6 X 3 /8 POS T - U P HSS 6 X 6 X 3 /8 POS T - U P HSS6X6X3/ 8 POST-UP 3"6'-8"3" 3" 48 ' - 0 " 3" S2.01 4 11'-7 3/8" 4400 LBS ERV-3 ROOF FRAMING PLAN NOTES: 1. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION. 2. METAL DECK TYPE 1 AT ROOF IS RIGID INSULATION BOARD ON 1 1/2" DEEP TYPE "B" 22 GA. GALVANIZED STEEL DECK 3. T.O. STEEL ELEVATION AT DECK TYPE 1 AT B.O. DECK, UON. RE: 7E/S1.02 FOR DECK TYPE INFORMATION 4. FOR PRICING PURPOSES ASSUME ALL STEEL BEAMS UNDER TYPE 1 METAL DECK ARE SPACED AT 10'-0" OC MAX AND JOISTS UNDER TYPE 1 METAL DECK ARE SPACED AT 5'-0" OC MAX. 5. ALL COLUMNS ARE HSS6x6x3/8", UNO NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:35 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 LOW ROOF FRAMING PLAN AREA F S2.11F AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"1 LOW ROOF FRAMING PLAN AREA F 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID FC DL G8 GJ G15 G15 G14 G14 G13 G13 G12G9G5 G5 G4 G4 G2 G2 GPGP GH GO GBGB GK GEGE G7 G7 G3 G3 G11G10 GM GM.1 GF GL GCGC W1 4 X 2 2 W1 4 X 2 2 W2 1 X 4 4 W16X26 W18X40 W1 2 X 1 9 W16X26 W18X40 W2 1 X 4 4 W1 2 X 1 9 W16X26 W18X40 W2 1 X 4 4 W1 2 X 1 9 W18X40 W16X31 W21X50 W21X50 W21X50 W2 1 X 5 0 W24X62 W1 2 X 1 9 W1 2 X 1 9 W16X26 W1 2 X 1 9 W21X48 W24X55 W27X84 HS S 1 6 X 8 X 3 / 8 W1 4 X 2 2 W1 2 X 1 9 W14X22 W18X35W18X50 W18X35 C=1" HS S 1 6 X 8 X 3 / 8 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W16X31 W1 2 X 1 9 W18X40 W18X40 W18X35 W2 4 X 6 8 W2 1 X 4 4 W1 8 X 4 0 W18X40 W18X40 W1 8 X 4 0 W1 8 X 4 0 W16X31 W1 4 X 2 2 W18X35 W1 6 X 3 1 W16X26 W16X31 W1 2 X 1 9 W18X35 W21X44 W1 8 X 3 5 W1 8 X 3 5 W24X55 W1 2 X 1 9 W1 8 X 4 0 W18X40 W1 8 X 4 0 W2 4 X 5 5 W14X22 W24X62 W1 8 X 3 5 W1 8 X 3 5 W1 4 X 2 2 W24X62 W1 8 X 3 5 W24X55 W18X50 W1 8 X 3 5 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 W14X22 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 14 K 1 14 K 1 14 K 1 14 K 1 10 K 1 10 K 1 10 K 1 10 K 1 22 K 6 22 K 6 22 K 6 22 K 6 22 K 6 22 K 6 16 K 3 16 K 3 16 K 3 16 K 3 16 K 3 16 K 3 14 K 1 14 K 1 14 K 1 14 K 1 14 K 1 14 K 1 22 K 4 22 K 4 22 K 4 22 K 4 22 K 4 22 K 4 16 K 3 16 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 12 K 1 16 K 3 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 10 K 1 10 K 1 14 K 1 10 K 1 22 K 6 16 K 3 14 K 1 22 K 4 12 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 16 K 3 16 K 2 16 K 2 16 K 2 GN 10 K 1 10 K 1 16 K 2 16 K 2 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 16 K 3 16 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 18 K 3 10 K 1 10 K 1 10 K 1 GA G6 E9 16 K 3 16 K 3 16 K 3 16 K 3 16 K 3 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 G1 16 K 3 GI 16 K 3 16 K 3 10 K 1 10 K 1 SLOPE SLOPE SL O P E SLOPE SLOPE SLOPE 28'-0"28'-0"28'-0"29'-2 1/8"33'-5 1/8"30'-7 7/8"29'-4 7/8"11'-3 1/4"40'-9 1/8" 13 ' - 7 1 / 4 " 12 ' - 7 3 / 8 " 20 ' - 1 3 / 8 " 6' - 1 1 / 4 " 28 ' - 9 7 / 8 " 23 ' - 1 3 / 8 " 10 ' - 7 3 / 4 " 27 ' - 2 3 / 8 " 10 ' - 1 1 3 / 4 " 1'-4"28'-0"28'-0"28'-0"14'-7 1/8"14'-7"19'-9 3/4"7'-0 1/2"18'-8 1/4"11'-4 3/4"36'-6 1/2"11'-3 1/4"40'-9 1/8" 17 ' - 2 3 / 8 " 11 ' - 6 3 / 4 " 28 ' - 9 " 28 ' - 9 " 6' - 4 1 / 4 " 22 ' - 4 7 / 8 " 10 5 / 8 " 26 ' - 3 3 / 4 " 10 ' - 1 1 3 / 4 " 1' - 4 " SL O P E SL O P E SL O P E SL O P E SL O P E SL O P E 10 K 1 10 K 1 DECK TYPE 1 DECK TYPE 1 DECK TYPE 1 DECK TYPE 1 DECK TYPE 1 VALLEY VALLEY VALLEY RIDGE B.O.D. = 14' - 8" B.O.D. = 15' - 9" B.O.D. = 15' - 9"B.O.D. = 14' - 8" B.O.D. = 15' - 2 3/4" B.O.D. = 14' - 8" B.O.D. = 14' - 10 3/4" B.O.D. = 15' - 2 3/8" B.O.D. = 14' - 8" B.O.D. = 15' - 8 3/8" B.O.D. = 14' - 11" B.O.D. = 14' - 8" B.O.D. = 14' - 8"B.O.D. = 14' - 8" B.O.D. = 16' - 6"B.O.D. = 16' - 6" SL O P E SL O P E SL O P E DECK TYPE 1 2 S6.03 2 S6.03 2 S6.03 1 S6.03 1 S6.03 1 S6.03 1 S6.03 6 S6.03 1 S6.03 S2 . 1 1 F S2 . 1 1 G S2.11F S2.11D S2.11G S2.11E 3 3 / 4 " 3 3/4" 3 3 / 4 " 6 1 / 2 " W1 6 X 2 6 W1 8 X 3 5 1'-10" 1'-8" 1'-8" 9' - 7 1 / 2 " 1' - 6 " W1 6 X 3 1 W1 8 X 4 0 W1 8 X 4 0 W1 4 X 2 2 1' - 8 " 1'-8" 1'-8" 1'-10"1'-10" 1' - 1 0 " 1' - 1 0 " 1'-10" 6" 6" W14X22 W24X55 ROOF FRAMING PLAN NOTES: 1. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION. 2. METAL DECK TYPE 1 AT ROOF IS RIGID INSULATION BOARD ON 1 1/2" DEEP TYPE "B" 22 GA. GALVANIZED STEEL DECK 3. T.O. STEEL ELEVATION AT DECK TYPE 1 AT B.O. DECK, UON. RE: 7E/S1.02 FOR DECK TYPE INFORMATION 4. FOR PRICING PURPOSES ASSUME ALL STEEL BEAMS UNDER TYPE 1 METAL DECK ARE SPACED AT 10'-0" OC MAX AND JOISTS UNDER TYPE 1 METAL DECK ARE SPACED AT 5'-0" OC MAX. 5. ALL COLUMNS ARE HSS6x6x3/8", UNO NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:37 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 LOW ROOF FRAMING PLAN AREA G S2.11G AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"1 LOW ROOF FRAMING PLAN AREA G 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID AREA A AREA B AREA C AREA D AREA E AREA F AREA G NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:38 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 COMPOSITE HIGH ROOF FRAMING PLAN S2.21 AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1" = 20'-0"1 COMPOSITE HIGH ROOF FRAMING PLAN 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID DC DC AI AD AC AC AH AG A8 A8 A15 A15 DB AE AF DA A19 A19 AA AA A11 A14 A16 A17 A18 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W16X36 W1 6 X 3 1 W1 6 X 3 1 W16X36 W18X40 W1 6 X 3 1 W16X31 W16X31 W16X31 W16X31 W16X36 W1 6 X 3 6 W1 6 X 3 1 W1 6 X 3 1 W18X40 W1 6 X 3 1 W1 6 X 3 1 W1 6 X 3 1 W16X36 W18X40 W1 6 X 3 1 W16X31 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 3 1 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 3 6 W1 6 X 3 6 W1 6 X 3 6 W1 6 X 3 6 W1 6 X 3 6 W1 6 X 3 6 W1 6 X 3 6 W1 6 X 3 6 W1 6 X 3 6 W1 6 X 3 6 W1 6 X 3 6 W1 6 X 3 6 W1 6 X 3 6 W1 6 X 3 6 W1 6 X 3 6 W1 6 X 3 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 3'-3"41'-7 7/8"42'-10 1/4"3'-3" 41'-7 7/8"49'-4 1/4" 11 5 ' - 5 3 / 4 " 1' - 6 " 14 ' - 4 5 / 8 " 27 ' - 6 3 / 8 " 22 ' - 1 1 1 / 8 " 14 ' - 4 " 15 ' - 6 1 / 2 " 16 ' - 0 1 / 4 " 3' - 3 " 91'-0 1/8" 3'-3"4'-9 1/8"15'-0"15'-0"6'-10 7/8"8'-1 1/8"15'-0"15'-0"4'-9 1/8"3'-3" 42 ' - 5 1 / 2 " 73 ' - 0 1 / 4 " 1' - 6 " 11 ' - 9 1 / 2 " 19 ' - 1 " 19 ' - 1 0 3 / 4 " 24 ' - 0 " 19 ' - 1 1 1 / 4 " 16 ' - 0 1 / 4 " 3' - 3 " A9 HS S 1 6 X 8 X 3 / 8 HS S 1 6 X 8 X 3 / 8 HS S 1 6 X 8 X 3 / 8 H S S 1 6 X 8 X 3 / 8 HSS16X8X3/8 11 5 ' - 5 3 / 4 " 91'-0 1/8" 3'-3" 3' - 3 " W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 DECK TYPE 1TYPE 2 DECK TYPE 1TYPE 2 DECK TYPE 1TYPE 2 DECK TYPE 1TYPE 2 DECK TYPE 1TYPE 2 DECK TYPE 1TYPE 2 B.O.D. = 22' - 0" B.O.D. = 22' - 0"B.O.D. = 22' - 0" B.O.D. = 22' - 0"B.O.D. = 22' - 0" B.O.D. = 22' - 0" B.O.D. = 22' - 0" W16X31 W1 6 X 3 1 W1 6 X 3 1 CANTILEVERED END CANTILEVERED END CANTILEVERED END NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN E A B D C Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:39 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ENTRY ROOF FRAMING PLAN S2.21A AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"1 HIGH ROOF FRAMING PLAN AREA A 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID B3 BG BE W1 2 X 1 9 W12X19 W1 2 X 1 9 W1 2 X 1 9 W10X19 W1 2 X 1 9 W12X19 W10X12 W10X12 8 1 / 2 " 14 ' - 0 " 20 ' - 0 " 14 ' - 0 " 8 1 / 2 " 1'-7"6'-8"8 1/2" W1 2 X 1 9 W1 2 X 1 9 W10X12 W10X12 W10X12 W10X12 W10X12 8'-11 1/2" 49 ' - 5 " B.O.D. = 23' - 8 3/8" B.O.D. = 23' - 8 3/8"B.O.D. = 23' - 11 1/4" B.O.D. = 23' - 11 1/4" DE C K TY P E 2 SLOPE W10X19 B10 BG BE 8 1/2"6'-8"1'-7" 8 1 / 2 " 14 ' - 0 " 20 ' - 0 " 14 ' - 0 " 8 1 / 2 " W12X19 W1 2 X 1 9 W1 2 X 1 9 W12X19 W1 2 X 1 9 W1 2 X 1 9 W10X19 W1 2 X 1 9 W1 2 X 1 9 W10X19 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 8'-11 1/2" 49 ' - 5 " B.O.D. = 23' - 11 1/4"B.O.D. = 23' - 8 3/8" B.O.D. = 23' - 11 1/4"B.O.D. = 23' - 8 3/8" DE C K TY P E 2 SLOPE C5 C8 CH 8 1/2"14'-0"20'-0"14'-0"8 1/2" 1' - 7 " 6' - 8 " 8 1 / 2 " W12X19 W12X19 W1 2 X 1 9 W12X19W12X19 W1 0 X 1 9 W1 2 X 1 9 W12X19 W12X19 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 49'-5" 8' - 1 1 1 / 2 " DECK TYPE 2 SL O P E B.O.D. = 23' - 11 1/4"B.O.D. = 23' - 11 1/4" B.O.D. = 23' - 8 3/8"B.O.D. = 23' - 8 3/8" W1 0 X 1 9 C5 C8 CC 8 1/2"14'-0"20'-0"14'-0"8 1/2" 1' - 7 " 6' - 8 " 8 1 / 2 " W12X19 W12X19 W1 2 X 1 9 W12X19W12X19 W1 0 X 1 9 W1 2 X 1 9 W1 0 X 1 9 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 W1 0 X 1 2 DECK TYPE 2 SL O P E 8' - 1 1 1 / 2 " 49'-5" B.O.D. = 23' - 8 3/8"B.O.D. = 23' - 8 3/8" B.O.D. = 23' - 11 1/4"B.O.D. = 23' - 11 1/4" W12X19 W12X19 ROOF FRAMING PLAN NOTES: 1. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION. 2. METAL DECK TYPE 1 AT ROOF IS RIGID INSULATION BOARD ON 1 1/2" DEEP TYPE "B" 22 GA. GALVANIZED STEEL DECK 3. T.O. STEEL ELEVATION AT DECK TYPE 1 AT B.O. DECK, UON. RE: 7E/S1.02 FOR DECK TYPE INFORMATION 4. FOR PRICING PURPOSES ASSUME ALL STEEL BEAMS UNDER TYPE 1 METAL DECK ARE SPACED AT 10'-0" OC MAX AND JOISTS UNDER TYPE 1 METAL DECK ARE SPACED AT 5'-0" OC MAX. 5. ALL COLUMNS ARE HSS6x6x3/8", UNO GB GD GC GA W14X22 W14X22 W14X22 W1 4 X 2 2 W1 4 X 2 2 W14X22W14X22W14X22 W1 4 X 2 2 W1 4 X 2 2 24 K 4 24 K 4 24 K 4 24 K 4 24 K 4 24 K 4 24 K 4 24 K 4 24 K 4 24 K 4 24 K 4 24 K 4 24 K 4 24 K 4 B.O.D. = 20' - 8" B.O.D. = 20' - 8" B.O.D. = 20' - 8" B.O.D. = 20' - 8" 42 ' - 5 5 / 8 " 77'-6 1/4" 3'-6"23'-6 1/8"23'-6 1/8"23'-6 1/8"3'-6" 3' - 6 " 35 ' - 5 5 / 8 " 3' - 6 " FI FF F3 1'-7"6'-8"8 1/2" 8 1 / 2 " 14 ' - 0 " 20 ' - 0 " 14 ' - 0 " 8 1 / 2 " W1 2 X 1 9 W1 2 X 1 9 W12X19 W1 2 X 1 9 W1 2 X 1 9 W10X19 W12X19 W10X19 W1 2 X 1 9 W1 2 X 1 9 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 8'-11 1/2" 49 ' - 5 " B.O.D. = 23' - 8 3/8" B.O.D. = 23' - 8 3/8" B.O.D. = 23' - 11 1/4" B.O.D. = 23' - 11 1/4" DE C K TY P E 2 SLOPE F8 FI FF 8 1/2"6'-8"1'-7" 8 1 / 2 " 14 ' - 0 " 20 ' - 0 " 14 ' - 0 " 8 1 / 2 " W1 2 X 1 9 W1 2 X 1 9 W12X19 W1 2 X 1 9 W1 2 X 1 9 W10X19 W12X19 W10X19 W1 2 X 1 9 W1 2 X 1 9 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 W10X12 8'-11 1/2" 49 ' - 5 " B.O.D. = 23' - 11 1/4" B.O.D. = 23' - 11 1/4" B.O.D. = 23' - 8 3/8" B.O.D. = 23' - 8 3/8" DE C K TY P E 2 SLOPE NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:42 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 SKYLIGHT ROOF FRAMING PLANS S2.21D AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"2 SKYLIGHT ROOF FRAMING PLAN AREA B (1 OF 2) 1/8" = 1'-0"3 SKYLIGHT ROOF FRAMING PLAN AREA B (2 OF 2) 1/8" = 1'-0"4 SKYLIGHT ROOF FRAMING PLAN AREA C (1 OF 2) 1/8" = 1'-0"5 SKYLIGHT ROOF FRAMING PLAN AREA C (2 OF 2) 1/8" = 1'-0"6 HIGH ROOF FRAMING PLAN AREA D 1/8" = 1'-0"7 SKYLIGHT ROOF FRAMING PLAN AREA F (1 OF 2) 1/8" = 1'-0"8 SKYLIGHT ROOF FRAMING PLAN AREA F (2 OF 2) 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID E1 E1 B10 B12 EB EA EA T.83 EJ EJ W18X40W18X46W18X40W14X22W16X31 W14X22W14X22W14X22W14X22 W1 4 X 2 2 W1 6 X 2 6 W1 6 X 2 6 W2 4 X 6 8 EH B7 E2 G5G4 G7G3 E10E5E-4 EI T.203 T.203 E6 ECEC D-8 E-2 EFEF EG W14X22W18X40 54G17N11.6K 54G17N6.5K W1 4 X 2 2 W1 2 X 1 9 W18X35 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W14X22 W18X35 C=3/4"W21X44 W16X31 W1 6 X 2 6 W1 4 X 2 2 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W1 2 X 1 9 W21X44 C=1 1/4"W18X35 C=1" W1 4 X 2 2 W1 4 X 2 2 W1 4 X 2 2 W1 4 X 2 2 W1 4 X 2 2 W1 2 X 1 9 W1 2 X 1 9 W1 4 X 2 2 W12X19 W18X40 C=1"W21X44 W16X26 W1 2 X 1 9 W1 2 X 1 9 W1 4 X 2 2 W1 2 X 1 9 W16X26 W16X26 32 L H 0 6 EK 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 20 K 4 20 K 4 20 K 4 10 K 1 10 K 1 10 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 W1 2 X 1 9 28'-1 1/4"29'-4"28'-0"28'-0"24'-3 5/8"4'-10 1/2"19'-9 3/4" 16 ' - 4 1 / 2 " 17 ' - 1 1 5 / 8 " 20 ' - 5 1 / 8 " 18 ' - 4 5 / 8 " 30 ' - 3 1 / 4 " 3' - 0 " 10 ' - 9 1 / 4 " 30 ' - 3 " 19 ' - 1 0 " 24'-2 5/8"17'-1 7/8"28'-7 1/4"11'-6 3/8"4'-10 7/8"21'-9 3/8"4'-1 1/8"15'-4 5/8"10'-0 3/4"25'-3 3/4"31'-2 3/4"25'-3 1/2" 16 ' - 4 1 / 2 " 38 ' - 4 3 / 4 " 26 ' - 6 3 / 8 " 25 ' - 1 1 / 2 " 31 ' - 0 3 / 4 " 9' - 1 1 1 / 2 " 7' - 2 3 / 4 " 12 ' - 7 1 / 4 " DECK TYPE 1 DECK TYPE 1 DECK TYPE 1 B.O.D. = 23' - 3 1/4" B.O.D. = 23' - 3 1/4" CF CF ED EE 10 K 1 10 K 1 20 K 4 20 K 4 10 K 1 10 K 1 W21X44 W18X35 W18X40 W18X35 W18X35 W18X35 W14X22 W1 4 X 2 2 W1 4 X 2 2 W1 4 X 2 2 32 L H 0 6 32 L H 0 6 30 K C S 4 W1 4 X 2 2 30 K C S 4 30 K C S 4 30 K C S 4 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 30 K 9 30 K 9 30 K 9 30 K 9 30 K 9 30 K 9 30 K 9 30 K 9 30 K 9 30 K 9 30 K 9 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 12 K 1 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 10 K 1 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 30 K C S 4 30 K C S 4 22 K 4 22 K 4 22 K 4 22 K 4 22 K 4 30 K 9 30 K 9 30 K 9 30 K 9 30 K 9 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 30 K C S 4 30 K C S 4 30 K C S 4 30 K C S 4 30 K C S 4 32 L H 0 6 30 K C S 4 30 K C S 4 30 K C S 4 30 K C S 4 32 L H 0 6 GAGA E9 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 G1 W21X44 W18X40 W12X19 2'-8" B.O.D. = 22' - 0"B.O.D. = 22' - 0" B.O.D. = 23' - 1 3/4"B.O.D. = 23' - 1 3/4" B.O.D. = 22' - 0"B.O.D. = 22' - 0" B.O.D. = 23' - 1 3/4"RIDGE RIDGE VALLEY VALLEY DECK TYPE 1 DECK TYPE 1 DECK TYPE 1 SL O P E SL O P E SL O P E SL O P E SL O P E SL O P E SL O P E SL O P E SL O P E 1 S6.03 1 S6.03 1 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 1 S6.03 1 S6.03 1 S6.03 1 S6.03 1 S6.03 1 S6.03 2 S6.03 2 S6.03 S2 . 1 1 D S2 . 2 1 E S2.11D S2.21B S2.21E S2.11D S2 . 1 1 D S2 . 2 1 G S2.21G S2.21E 4 5 / 8 " 5 3/4" 5 3 / 4 " 5 3/4" 5 3 / 4 " 3 3/4" 3 3 / 4 " 5 3/4" HS S 1 2 X 8 X 3 / 8 ( T . O . S . = 1 6 ' - 9 1 / 2 " ) HS S 1 2 X 8 X 3 / 8 ( T . O . S . = 1 6 ' - 9 1 / 2 " ) HS S 1 2 X 8 X 3 / 8 ( T . O . S . = 1 6 ' - 9 1 / 2 " ) 9 3/4" 9 3/4" 9 3/4" 4400 LBS ERV-7 4200 LBS AHU- 10 5400 LBS AHU-8 4300 LBS AHU-11 INDICATES 150 PLF DEAD LOAD FROM STAGE LIGHTING RE: MEP FOR EXACT LOCATION ROOF FRAMING PLAN NOTES: 1. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION. 2. METAL DECK TYPE 1 AT ROOF IS RIGID INSULATION BOARD ON 1 1/2" DEEP TYPE "B" 22 GA. GALVANIZED STEEL DECK 3. T.O. STEEL ELEVATION AT DECK TYPE 1 AT B.O. DECK, UON. RE: 7E/S1.02 FOR DECK TYPE INFORMATION 4. FOR PRICING PURPOSES ASSUME ALL STEEL BEAMS UNDER TYPE 1 METAL DECK ARE SPACED AT 10'-0" OC MAX AND JOISTS UNDER TYPE 1 METAL DECK ARE SPACED AT 5'-0" OC MAX. 5. ALL COLUMNS ARE HSS6x6x3/8", UNO NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:43 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 HIGH ROOF FRAMING PLAN AREA E S2.21E AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"1 HIGH ROOF FRAMING PLAN AREA E 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID G8 G8 GJ G15 G15 G13 G13 G12G9G5 G5 G4 G4 G2 G2 GPGP GH GO GK GEGE G7G3 G3 G11 GM GM.1 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 W18X50W18X46W18X50W18X40W16X31 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 6 X 2 6 W1 4 X 2 2 W1 4 X 2 2 W1 4 X 2 2 W1 4 X 2 2 W1 6 X 2 6 W18X40 W16X36 W16X31 W24X62 W16X31 W18X40 W18X50 W21X44W21X44W24X55 W1 6 X 2 6 W1 4 X 2 2 W1 4 X 2 2 W21X44 C=1"W21X44W18X35 W1 4 X 2 2 W1 4 X 2 2 W1 6 X 2 6 W1 6 X 2 6 W1 4 X 2 2 W1 4 X 2 2 W1 6 X 2 6 W1 6 X 2 6 54G17N6.2K 54G17N6.2K 54G17N6.2K W1 6 X 2 6 32 L H 0 6 32 L H 0 6 W1 4 X 2 2 W1 6 X 2 6 W18X40 22 K 4 22 K 4 22 K 4 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 16 K C S 2 16 K C S 2 16 K C S 2 22 K 4 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 32 L H 0 6 20 K 3 28'-0"28'-0"28'-0"29'-2 1/8"26'-10 1/4"6'-6 7/8"30'-7 7/8"29'-4 7/8"52'-0 3/8" 13 ' - 7 1 / 4 " 3' - 7 " 9' - 0 1 / 4 " 26 ' - 2 5 / 8 " 28 ' - 9 7 / 8 " 33 ' - 9 " 39 ' - 6 1 / 8 " 28'-0"28'-0"28'-0"56'-0 1/4"30'-1"36'-6 1/2"52'-0 3/8" 28 ' - 9 " 28 ' - 9 " 28 ' - 9 " 28 ' - 9 " 39 ' - 6 1 / 8 " DECK TYPE 1 DECK TYPE 1 B.O.D. = 22' - 0" GN W14X22 W14X22 W14X22 W14X22 W1 2 X 1 9 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 10 K 1 10 K 1 10 K 1 10 K 1 22 K 4 22 K 4 22 K 4 22 K 4 22 K 4 22 K 4 22 K 4 22 K 4 22 K 4 22 K 4 22 K 4 22 K 4 22 K 4 DECK TYPE 1 DECK TYPE 1 W18X40 W18X35 W18X35 W18X35 W14X22 W1 4 X 2 2 GA GA G6 10 K 1 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 20 K 3 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 E9 GI B.O.D. = 23' - 11" B.O.D. = 22' - 0" B.O.D. = 23' - 11" B.O.D. = 24' - 3" B.O.D. = 24' - 3" B.O.D. = 23' - 11 3/8"B.O.D. = 22' - 0" B.O.D. = 23' - 11 3/8"B.O.D. = 22' - 0" SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE RIDGE B.O.D. = 22' - 0" 1 S6.03 1 S6.03 1 S6.03 1 S6.03 1 S6.03 1 S6.03 1 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 2 S6.03 S2 . 1 1 F S2 . 2 1 G S2.11F S2.11D S2.21G S2.21E 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 32 L H 0 6 1' - 6 " 3 3 / 4 " STAIR LANDING BY OTHERS, RE: ARCH FOR T.O.C. EL. 10 K 1 20 K 3 W1 6 X 2 6 W14X22 W1 6 X 2 6 17'-7 1/4"6" 5 3/4" 6'-6 7/8" 6" 8' - 6 1 / 2 " 5" 5 3 / 4 " 5 3/4" 5 3/4" 5 3 / 4 " 5 3/4" 5 3 / 4 " 5 3 / 4 " 5 3 / 4 " 5 3/4" 4 5 / 8 " 4400 LBS ERV-4 4400 LBS ERV-5 4200 LBS INDICATES BASKETBALL GOAL BELOW RE: ARCH FOR EXACT LOCATION INDICATES 800LB POINT LOAD VERIFY LOCATIONS W/ ARCH INDICATES 800LB POINT LOAD VERIFY LOCATIONS W/ ARCH INDICATES 800LB POINT LOAD VERIFY LOCATIONS W/ ARCH INDICATES 800LB POINT LOAD VERIFY LOCATIONS W/ ARCH INDICATES 800LB POINT LOAD VERIFY LOCATIONS W/ ARCH INDICATES 800LB POINT LOAD VERIFY LOCATIONS W/ ARCH INDICATES 800LB POINT LOAD VERIFY LOCATIONS W/ ARCH ROOF FRAMING PLAN NOTES: 1. ALL ELEVATIONS ARE RELATIVE TO DATUM ELEVATION. 2. METAL DECK TYPE 1 AT ROOF IS RIGID INSULATION BOARD ON 1 1/2" DEEP TYPE "B" 22 GA. GALVANIZED STEEL DECK 3. T.O. STEEL ELEVATION AT DECK TYPE 1 AT B.O. DECK, UON. RE: 7E/S1.02 FOR DECK TYPE INFORMATION 4. FOR PRICING PURPOSES ASSUME ALL STEEL BEAMS UNDER TYPE 1 METAL DECK ARE SPACED AT 10'-0" OC MAX AND JOISTS UNDER TYPE 1 METAL DECK ARE SPACED AT 5'-0" OC MAX. 5. ALL COLUMNS ARE HSS6x6x3/8", UNO NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:45 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 HIGH ROOF FRAMING PLAN AREA G S2.21G AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"1 HIGH ROOF FRAMING PLAN AREA G 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID A. TYPICAL DRILLED PIER1. DRILLED PIER SCHEDULE 2. CONCRETE PLINTH SCHEDULE P2 P3 P1 PLINTH TYPE MARK REMARKS REINFORCING VERTICAL TIES B. DRILLED PIER GENERAL NOTES C. DRILLED PIER REMARKS C. PLINTH REMARKS RE: PLAN & DETAILS~TYP. GRADE BEAM OR WALL 1. A GEOTECHNICAL REPORT IS AVAILABLE FOR REVIEW RE: 5/S0.01 2. THE INDEPENDENT TESTING LABORATORY SHALL CONFIRM THE ALLOWABLE SOIL BEARING CAPACITY IN THE FIELD AT THE ELEVATION DESIGNATED AS THE PLANE OF BEARING FOR THE DRILLED PIER. 3. THE INDEPENDENT TESTING LABORATORY SHALL INSPECT THE BOTTOM AND SIDES OF THE DRILLED PIER PRIOR TO PLACING REINFORCING AND CONCRETE. 4. CENTER ALL DRILLED PIERS UNDER THEIR COLUMNS, UON. 5. MAINTAIN CLOSE AND ACCURATE DRILLING PRACTICES TO ACHIEVE CLOSE TOLERANCES WITH THE REINFORCING STEEL AND THE ANCHOR ROD TEMPLATE. 6. ALL REINFORCING STEEL FOR DRILLED PIERS SHALL BE DEFORMED NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. 7. ALL SCHEDULED REINFORCEMENT SHALL BE UNIFORMLY DISTRIBUTED. 8. DEPOSIT CONCRETE TO ITS FINAL POSITION BY THE USE OF A TREMIE. 9. CONSOLIDATE CONCRETE IN ITS FINAL POSITION BY VIBRATING. REMARKS NUMBER SIZE VERTICAL REINFORCING SPACING (IN) SIZE TIES 1. EXTEND VERTICAL REINFORCING FROM DRILLED PIERS & TERMINATE WITH STANDARD HOOKS 2. RE: PLAN FOR TYPE. 3. RE: SECTIONS FOR REINFORCING. TIES (TYP.) VERTICAL REINFORCING (TYP.) B. PLINTH GENERAL NOTES 1. RE: PLAN FOR THE ORIENTATION OF PLINTHS. 2. WHERE A PLINTH IS INTEGRAL WITH A WALL OR GRADE BEAM, EXTEND THE HORIZONTAL STEEL THROUGH THE PLINTH A. PLINTH TYPES NO SCALE NO SCALE TYPE P2TYPE P1 618 #5 12 SHAFT DIAMETER 8#6 #4 @ 10" OC 8#6 8#6 RE:PLAN 1'-0" TYPICAL 2" CLEAR 2'-0" EQ EQ TYPICAL 2" CLEAR RE : P L A N 1' - 0 " RE : P L A N 1' - 0 " 624 #6 12 TYPE P3 VERTICAL REINFORCING (TYP.) TIES (TYP.)TIES (TYP.) VERTICAL REINFORCING (TYP.) 2'-0" TYPICAL 2" CLEAR 2' - 0 " P2 P3 P1 TYPE P4 TIES (TYP.) VERTICAL REINFORCING (TYP.) 3'-6" EQ EQ TYPICAL 2" CLEAR 3' - 6 " P4 12#6P4 630 #8 12 836 #8 12 1042 #8 #4 12 1248 #8 #4 12 EQ EQ EQ EQ EQ EQ #4 @ 10" OC #4 @ 10" OC #4 @ 10" OC #4 #4 #4 #4 3. GRADE BEAM AND STRAP BEAM SCHEDULE 1654 #9 #4 12 GB2 GB3 GB1 MARK 1'-4" GB4 SIZE WIDTH DEPTH REINFORCING TOP BOTT.MIDDLE TIES REMARKS SIZE SPACING SB1 2'-0"(3)-#7 (2)-#4 #4 12" 1'-6"2'-0"(4)-#7 (2)-#4 #4 12" 2'-0"2'-0"(5)-#7 (2)-#5 #4 12" 2'-3"2'-0"(6)-#7 (2)-#5 #4 12" 3'-0"2'-0"(6)-#8 (2)-#5 #4 12" (3)-#7 (4)-#7 (5)-#7 (6)-#7 (6)-#8 A. STRAP BEAM DETAILS SHAFT DIAMETER RE : PLAN PLANE OF BEARING SCHEDULE VERTICAL REINFORCING & TIES 8' - 0 " BOTTOM OF DRILLED PIER BELOW EXISTING GRADE PLAN 3 - #4 TIES @ 4" O.C. BALANCE AS SCHEDULED HOOK VERTICAL REINFORCING MATCH VERTICAL PLINTH REINFORCING STEEL COLUMN RE: PLAN RE: PLAN DATUM. RE: PLAN TOP OF PIER SCHEDULE PLINTH RE: SCHEDULE MIN. 3" RE: PLAN TOP OF PLINTH EXISTING GRADE 8" RE : P L A N VA R I E S CONSTRUCTION JOINT RE: 3/S-501 BELL DIA. MIN.60.00° 2" 4" . MI N . B E L O W E X I S T I N G G R A D E 3" CLEAR 1.3 Ld LAP SELECT FILL RE: GENERAL NOTES 1. THE CONTRACTOR SHALL BE PREPARED TO USE TEMPORARY CASING AS REQUIRED TO FINISH THE DRILLED PIERS. THE SIZE OF THE CASING SHALL HAVE AN INTERIOR DIAMETER EQUAL TOTHE SPECIFIED SHAFT DIAMETER SHOWN. 2. THE CONTRACTOR SHALL INSTALL 3 TEST PIERS AT APPROXIMATELY BUILDING LOCATIONS AROUND THE SITE TO DETERMINE WHETHER A STABLE BELL CAN BE FORMED OR IF STRAIGHT SHAFT PIERS WILL BE REQUIRED. THE TEST PIER DIAMETER SHALL BE EQUAL TO THE LARGEST BELL DIAMETER SHOWN ON THE PLANS. AFTER THE TEST PIERS HAVE BEEN DRILLED, THEY SHOULD BE BACKFILLED WITH EITHER CEMENT STABILIZED SAND, FLOWABLE FILL OR LEAN CONCRETE. 3. WHERE A DRILLED FOOTING IS SHOWN ON THE PLANS CLOSER THAN 6'-0" FROM THE EDGE OF ONE FOOTING TO AN ADJACENT FOOTING, DRILL ONE FOOTING, FILL WITH CONCRETE AND LET CURE FOR 24 HOURS BEFORE DRILLING THE ADJACENT FOOTING. 4. TEH CONTRACTOR SHALL PROVIDE TEMPORARY STELL CASINGS FOR STRAIGHT SHAFT INSTALLATIONS. INSIDE DIAMETER OF CASING SHALL EQUAL THE OUTSIDE DIAMETER OF THE STRAIGHT SHAFT PIERS. TYPE P5 TIES (TYP.) 3'-9" EQ EQ TYPICAL 2" CLEAR 3' - 9 " EQ EQ 2'-0" 2' - 6 " BOT REINF (3) #4 2 LEG STIRRUPS @ 10" OC NOTE: FOR STRAP BEAM TO PIER CONNECTION RE: DETAIL 5 ON THIS SHEET SECTION PLAN 13'-0" 2' - 0 " 1' - 0 " 1' - 0 " 2'-0"9'-0"2'-0" DRILLED PIER RE: PLAN STRAP BEAM RE: PLAN STRAP BEAM RE: SECTION VIEW FOR REINF (8) #9 DOWELS STAGGERED FROM HORIZ REINF RE: DETAIL 6 ON THIS SHEET (MIDDLE REINF TOP REINF ELEVATION RE : S T R A P B E A M D E T A I L DRILLED PIER RE: PLAN RE: STRAP BEAM DETAILS FOR LENGTH DETAIL RE: STRAP BEAM HORIZONTAL REINFORCING RE: STRAP BEAM DETAIL STIRRUPS RE: STRAP BEAM DETAIL DOWELS INTO PIER RE: SB DETAILS 5'-0" 7' - 0 " VERTICAL HOOK BARS RE: DRILLED PIER SCHEDULE RE : S T R U C T U R A L N O T E S 2' - 0 " M I N NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:46 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 DRILLED PIER & PLINTH SCHEDULE & DETAILS S3.01 AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID GRID GRID GRID GRID GRID GRID GRID GRID 1. STRUCTURAL STEEL COLUMN SCHEDULE AND DETAILS B. COLUMN GENERAL NOTES C. COLUMN REMARKS 1. PROVIDE STRUCTURAL STEEL FOR W SHAPES CONFORMING TO ASTM 992, GRADE 50. 2. PROVIDE STRUCTURAL STEEL FOR HSS COLUMNS CONFORMING TO ASTM A500, GRADE B. 3. PROVIDE STEEL FOR STIFFENER PLATES, CONNECTION PLATES AND ANGLES CONFORMING TO ASTM A36. 4. SAW OR MILL SURFACES NOTED FIN. (FINISHED) FOR TRUE AND FULL CONTACT. 5. USE E70XX WELDING ELECTRODES FOR ALL WELDS, UNLESS OTHERWISE NOTED. 6. WEB DOUBLER PLATES ARE NOT REQUIRED. A. CAP PLATE DETAIL (NO SCALE) E. BASE PLATE GENERAL NOTES 1. PROVIDE STEEL FOR BASE PLATES CONFORMING TO ASTM A36. 2. PROVIDE HOLES IN BASE PLATES 7/16" LARGER THAN THE SCHEDULED ANCHOR ROD DIAMETER. 3. PROVIDE ANCHOR RODS CONFORMING TO ASTM F1554, GRADE 55 WELDABLE. 4. PROVIDE ANCHOR RODS WITH PLATE WASHERS AND HEX NUTS. 5. USE E70XX WELDING ELECTRODES FOR ALL WELDS, UNLESS OTHERWISE NOTED. 6. MILL SURFACES NOTED FIN. (FINISHED) FOR TRUE AND FULL CONTACT. 7. SET ANCHOR RODS WITH TEMPLATE. 8. PROVIDE NON-METALLIC SHRINK-RESISTANT GROUT WITH 8000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS. D. STUB COLUMN BASE PLATE DETAIL (NO SCALE) F. MOMENT CONNECTION DETAILS (NO SCALE) 2. BASE PLATE SCHEDULE AND DETAILS BP1 MARK PLATE DIMENSIONS TYPE B (IN) N (IN) tp (IN)NUMBER LENGTH, L ANCHOR RODS TYPE PROJECTION, P (IN)(IN) W (IN) WELD SIZE REMARKS 12A 12 3/4"4 A 6 2'-0"5/16 BP2 14A 14 1"4 A 6 2'-0"5/16 BP4 16B 14 1"4 A 6 2'-0"5/16 BP3 14B 12 3/4"4 A 6 2'-0"5/16 BASE PLATE MARK BOTTOM OF BASE PLATE EL. REMARKS LEVEL CAP PLATE DETAIL A/S302 A/S302 A/S302 A/S302 A/S302 A/S302A/S302 A/S302 A/S302 BP1 - - - - BP2 - - BP2 - BP2 F.F.E.= 0'-0" LOW ROOF ROOF B.O.D. ELEVATION = RE: PLAN B.O.D. ELEVATION = RE: PLAN HIGH ROOF B.O.D. ELEVATION = RE: PLAN A/S302 A/S302 A/S302 --------- ------ ------ SKYLIGHT/ ENTRY ROOF B.O.D. ELEVATION = RE: PLAN HS S 6 X 6 X 3 / 8 HS S 8 X 8 X 3 / 8 HS S 8 X 8 X 3 / 8 HS S 8 X 8 X 3 / 8 HS S 8 X 8 X 3 / 8 HS S 6 X 6 X 3 / 8 HS S 6 X 6 X 3 / 8 - BP2 - - TYPE " B" ANCHOR RODS AT BRACE LOCATIONS TYPE " B" ANCHOR RODS AT BRACE LOCATIONS TYPE " B" ANCHOR RODS AT BRACE LOCATIONS TYPE " B" ANCHOR RODS AT BRACE LOCATIONS TYP STEEL COLUMN FLANGE CUT- AWAY VIEW STIFFENER PLATE THICKNESS TO MATCH BEAM FLANGE THICKNESS, TYPICAL STEEL COLUMN . . TYPTYP. . .TYP. STIFFENER PLATE B.S. THICKNESS TO MATCH BEAM FLANGE THICKNESS,TYPICAL 3/16 RE:PLAN RE:PLAN GRID GRID . COLUMN RE: SCHEDULE 1/2" TYPICAL, U.O.N. GRID ( THICKNESS SHALL MATCH BEAM FLANG THICKNESS AT MOMENT CONNECTION) . 1 1 / 2 " 1 1 / 2 " . . SECTION PLAN B.O.D. RE:PLAN GAGE B/2 B/2 B . N/ 2 N/ 2 N 3" tp DIAM. 1 ANCHOR BOLTS 1/4" STIFFENER PLATES ADD AND WELD BRACE L5x5x5/16 TO TOP FLANCE OF ADJACENT (W) BEAM STUB COLUMN W/ 3/4" THICK x 0' - 9 1/2" x 1'- 4" LONG BASE PLATE W/ (4) 3/4" DIA. A325 BOLTS ANCHOR RODS TOP OF PLINTH BOLT HEAD OR NUT TACK WELD TYPE A SECTION W PLAN GR O U T DATUM EL. 0'-0" tp 1 1 / 2 " 3x3x1/4 PLATE N N/ 2 N/ 2 1 1/2" 1 1 / 2 " 1 1/2" B/2 B/2 B 1 1 / 2 " ANCHOR RODS TOP OF PLINTH BOLT HEAD OR NUT TACK WELD TYPE C SECTION .W PLAN GR O U T DATUM EL. 0'-0" tp 1 1 / 2 " 3x3x1/4 PLATE B B/2 B/2 N 1 1/2"1 1/2" 1 1 / 2 " 1 1 / 2 " 4 1 / 4 " 1' - 0 " 1' - 0 " BASE PLATES ANCHOR RODS TOP OF PLINTH BOLT HEAD OR NUT TACK WELD TYPE B SECTION .W PLAN GR O U T DATUM EL. 0'-0" tp 1 1 / 2 " 3x3x1/4 PLATE B B/2 B/2 N 1 1/2"1 1/2" 1 1 / 2 " 1 1 / 2 " N/ 2 1' - 0 " N/ 2 TYPE "A" WASHER TOP OF COLUMN BASE PL. TOP OF CONCRETE 3/4"Ø F1554-55 ANCHOR ROD (U.N.O.) TYPE "B" 1"Ø F1554-55 ANCHOR ROD (U.N.O.) 3x3x1/4 PLATE DOUBLE NUT WASHER TOP OF COLUMN BASE PL. TOP OF CONCRETE ANCHOR RODS NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:46 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 COLUMN SCHEDULE S3.02 AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID HSS BRACE WT (TYP) STEEL COLUMN BOD EL. RE: PLAN 3/8" GUSSET PLATE (TYP.) WT (TYP.) STEEL BEAM HSS BRACE WORK POINT 3/8" STIFFENER PLATE (TYP.) STEEL BEAM 1 3/8" STIFFENER PLATE E.S. (TYP.) WORKING POINT 1 3/8" GUSSET PLATEHSS BRACEWT. (TYP.) BOD RE: PLAN STEEL BEAM 3/8" STIFFENER PLATE E.S. (TYP.) WORK POINT STEEL COLUMN 3/8" GUSSET PLATE (TYP.) H S S B R A C E NO BOTTOM DIAGNAL AT SIMILAR BOD RE: PLAN STEEL BEAM 3/8" STIFFENER PLATE E.S. (TYP.) WORK POINT STEEL COLUMN 3/8" GUSSET PLATE (TYP.) H S S B R A C E H S S B R A C E BOD RE: PLAN WT (TYP.) STEEL COLUMN RE. PLAN H S S B R A C E WORKING POINT 1 1 /2 " 3 " 1 1 /2 " 1 1 /2 " 1 1 /2 " WT (TYP.) STEEL COLUMN H S S B R A C E WORK POINT 7 S4.01 1 1 / 2 " 6 1 / 2 " DATUM RE: PLAN T.O.S. SEE PLAN BEAM C.L. W.P.STEEL BEAM, RE: PLAN COLUMN, RE: PLAN 3/8" GUSSET PL. (TYP.) HSS5X5X3/8" BRACE EQ EQ GRID GRID WORK POINT DATUM RE: PLAN WORK POINT DATUM RE: PLAN T.O.S. SEE PLAN 5' - 0 " M A X BEAM C.L. W.P. W.P. STEEL BEAM, RE: PLAN POST-UP, RE: PLAN 1/4" GUSSET PL. (TYP.) HSS4X4X1/4 KNEE BRACE 5'-0" MAX 1 1 T.O.S. SEE PLAN 5' - 0 " M A X BEAM C.L. W.P. W.P. STEEL BEAM, RE: PLAN POST-UP, RE: PLAN 1/4" GUSSET PL. (TYP.) HSS4X4X1/4 KNEE BRACE 5'-0" MAX EQ 5'-0" MAX EQ W.P. HSS4X4X1/4 KNEE BRACE 1 1 STEEL BEAM 3/8" STIFFENER PLATE E.S. (TYP.) WORK POINT STEEL COLUMN 3/8" GUSSET PLATE (TYP.) BOD RE: PLAN H S S B R A C E NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:48 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 TYPICAL BRACE ELEVATIONS & DETAILS S4.01 AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 3/4" = 1'-0"7 SECTION 3/4" = 1'-0"6 SECTION 3/4" = 1'-0"8 BRACE CONNECTION DETAIL AT BEAM 3/4" = 1'-0"9 SECTION 3/4" = 1'-0"5 SECTION 3/4" = 1'-0"11 BRACE CONNECTION DETAIL 3/4" = 1'-0"4 SECTION 3/4" = 1'-0"1 TYPICAL BRACE ELEVATION DETAIL 3/4" = 1'-0"3 TYPICAL KNEE BRACE DETAIL 3/4" = 1'-0"2 TYPICAL KNEE BRACE DETAIL 3/4" = 1'-0"10 401-10 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID LEVEL 1 0' - 0" LOW ROOF 14' - 8" AI AG HSS6X6X3/8 H S S 6 X 6 X 3 /8 EQ EQ SEE PLAN T=C=XXk T = C = X X k S4.01 6 S4.01 4 S4.01 4 O.H. LEVEL 1 0' - 0" LOW ROOF 14' - 8" B2 B3 SEE PLAN EQEQ HSS6X6X3/8 H S S 6 X 6 X 3 / 8T=C= XXk T = C = X X k S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" LOW ROOF 14' - 8" BABC SEE PLAN EQ EQ HSS6X6X3/8 H S S 6 X 6 X 3 / 8T=C=XXk T = C = X X k S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" LOW ROOF 14' - 8" B10 B11 SEE PLAN EQEQ HSS6X6X3/8 H S S 6 X 6 X 3 / 8T=C=XXk T = C = X X k S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" LOW ROOF 14' - 8" BH.1 BG.1 EQ EQ SEE PLAN HSS6X6X3/8 H S S 6 X 6 X 3 / 8T=C=XXk T = C = X X k S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" LOW ROOF 14' - 8" B12E5 EQEQ SEE PLAN HSS6X6X3/8 H S S 6 X 6 X 3/8T=C=XXk T = C = X X k S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" LOW ROOF 14' - 8" CHCI EQ EQ SEE PLAN HSS6X6X3/8 H S S 6 X 6 X 3 / 8T=C=XXk T = C = X X k S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" LOW ROOF 14' - 8" C5C4 EQEQ SEE PLAN HSS6X6X3/8 H S S 6X 6X3/8T=C=XXk T=C=XXk S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" LOW ROOF 14' - 8" CH CI EQ EQ SEE PLAN HSS6X6X3/8 H S S 6 X 6 X 3 / 8 T = C = X X kT=C=XXk S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" LOW ROOF 14' - 8" C1C3 EQ EQ SEE PLAN HSS6X6X3/8 H S S 6 X 6 X 3 /8T=C=XXk T = C = X X k S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" LOW ROOF 14' - 8" CBCC EQ EQ SEE PLAN HSS6X6X3/8 H S S 6 X 6 X 3 / 8 T = C = X X kT=C=XXk S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" LOW ROOF 14' - 8" C9 C7 EQ EQ SEE PLAN HSS6X6X3/8 H S S 6 X 6 X 3 / 8T=C=XXk T = C = X X k S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" LOW ROOF 14' - 8" CB CC EQ EQ SEE PLAN HSS6X6X3/8 H S S 6 X 6 X 3 / 8T=C= XXk T = C = X X k S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" LOW ROOF 14' - 8" HIGH ROOF 22' - 0" B7 E2 EQEQ SEE PLAN EQEQ HSS6X6X3/8 H S S 6 X 6 X 3 / 8 HSS6X6X3/ 8 HSS6X6X3/8 T=C=XXk T = C= X Xk T=C=XXk T = C = X X k S4.01 6 S4.01 4 O.H. S4.01 6 S4.01 4 S4.01 9 O.H. S4.01 9 LEVEL 1 0' - 0" LOW ROOF 14' - 8" D5 D4 HSS6X6X3/8 H S S 6 X 6 X 3 / 8T=C=XXk T = C = X X k EQ EQ SEE PLAN S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" HIGH ROOF 22' - 0" G7 E9 T=C=XXk EQ EQ SEE PLAN HSS6X6X3/8 H S S 6 X 6 X 3 / 8 T = C = X X k S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" HIGH ROOF 22' - 0" EJ EI HSS6X6X3/8 H S S 6 X 6 X 3 / 8T=C=XXk EQ EQ SEE PLAN T = C = X X k S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" LOW ROOF 14' - 8" F8F9 EQ EQ SEE PLAN HSS6X 6X3/8 H S S 6 X 6 X 3 / 8T=C=XXk T = C = X X k S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" LOW ROOF 14' - 8" FIFJ EQ EQ SEE PLAN T=C=XXk T=C=XXkHSS6X6X3/8 H S S 6X6X3/8 S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" LOW ROOF 14' - 8" FMFK EQ EQ SEE PLAN HSS6X6X3/8 H S S 6 X 6 X 3/8T=C=XXk T=C=XXk S4.01 6 S4.01 4 S4.01 4 O.H. LEVEL 1 0' - 0" LOW ROOF 14' - 8" F3 F2 EQ EQ SEE PLAN HSS6X 6X3/8 H S S 6 X 6 X 3 / 8T=C=XXk T = C = X X k S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" LOW ROOF 14' - 8" FE FG EQ EQ SEE PLAN HSS6X6X3/8 H S S 6 X 6 X 3 / 8T=C=XXk T = C = X X k S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" LOW ROOF 14' - 8" F3 F2 EQ EQ SEE PLAN HSS6X 6X3/8 H S S 6 X 6 X 3 / 8T=C=XXk T = C = X X k S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" LOW ROOF 14' - 8" F8F9 HSS6X6X3/8 H S S 6 X 6 X 3 / 8 EQ EQ SEE PLAN T=C=XXk T = C = X X k S4.01 6 S4.01 4 O.H. S4.01 4 LEVEL 1 0' - 0" LOW ROOF 14' - 8" GB GC EQ EQ SEE PLAN HSS6X6X3/8 H S S 6 X 6 X 3 / 8T=C=XXk T = C = X X k S4.01 6 S4.01 4 O.H. S4.01 4 NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:52 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 BRACE ELEVATIONS S4.02 AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 3/16" = 1'-0"1 BRACE "A1" 3/16" = 1'-0"2 BRACE "B1" 3/16" = 1'-0"3 BRACE "B3" 3/16" = 1'-0"4 BRACE "B4" 3/16" = 1'-0"5 BRACE "B5" 3/16" = 1'-0"6 BRACE "B6" 3/16" = 1'-0"7 BRACE "C1" 3/16" = 1'-0"8 BRACE "C2" 3/16" = 1'-0"9 BRACE "C3" 3/16" = 1'-0"10 BRACE "C4" 3/16" = 1'-0"11 BRACE "C5" 3/16" = 1'-0"12 BRACE "C6" 3/16" = 1'-0"13 BRACE "C7" 3/16" = 1'-0"14 BRACE "D1" 3/16" = 1'-0"15 BRACE "D2" 3/16" = 1'-0"16 BRACE "E1" 3/16" = 1'-0"17 BRACE "E2" 3/16" = 1'-0"18 BRACE "F1" 3/16" = 1'-0"19 BRACE "F2" 3/16" = 1'-0"20 BRACE "F3" 3/16" = 1'-0"21 BRACE "F4" 3/16" = 1'-0"22 BRACE "F5" 3/16" = 1'-0"23 BRACE "F6" 3/16" = 1'-0"24 BRACE "F7" 3/16" = 1'-0"25 BRACE "G1" 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 15 MIL THICK VAPOR RETARDER COMPACTED SUB-GRADE RE: GEOTECHNICAL REPORT FOR REQUIREMENTS REINFORCING STEEL SUPPORT W/ BEARING PLATES @ EA REBAR SLAB REINFORCING RE: PLAN RE : P L A N 1 1 / 2 " DATUM RE: PLAN 1 2_3 " NEW PLACEMENT 2'-6" #4 SMOOTH BARS @ 1'- 6" OC ,TYP PREFORMED GALVANIZED KEYWAY (TYP) GREASE & WRAP THIS END PREVIOUS PLACEMENT 1'-0"1'-0" 1 1/2" NOTE 1. RE: 1/S501 FOR MORE INFORMATION NOT SHOWN. DATUM RE: PLAN 1 SAW CUT JOINT CUT ALTERNATE BARS 1/4" MAX. 0. 2 5 % S L A B T H I C K N E S S DATUM RE: PLAN CORNER BARS TO MATCH LONGITUDINAL REINFORCING PROVIDE STANDARD HOOKS AT EXTERIOR ENDS HORIZONTAL REINFORCING STIRRUPS RE: SECTIONS 1'-6" 1' - 6 " 0' - 0 1 / 2 " NOTES: 1. GENERAL CONTRACTOR SHALL SUBMIT DESIRED CONSTRUCTION JOINT LAYOUT AS A SHOP DRAWING FOR APPROVAL A MINIMUM OF TWO WEEKS PRIOR TO POUR. 2. CONSTRUCTION JOINT LOCATIONS SHALL BE COORDINATED WITH REINFORCING STEEL SUPPLIER AND ERECTOR. 3. ACCEPTABLE JOINT LOCATIONS ARE AS FOLLOWS: a. FOR BEAMS NOT SUPPORTING INTERSECTING BEAMS: PLACE JOINT AT MIDDLE THIRD OF SPAN. b: FOR BEAMS SUPPORTING INTERSECTING BEAMS, CHECK WITH STRUCTURAL ENGINEER. 4. FOR JOINT LOCATIONS OTHER THAN MIDDLE THIRD OF SPAN, CONTRACTOR SHALL COORDINATE REQUIRED ADDITIONAL REINFORCEMENT WITH THE ENGINEER ON THE SHOP DRAWINGS. SCHEDULED BEAM TOP & BOTTOM REINFORCEMENT. DO NOT DISCONTINUE AT CONSTRUCTION JOINT PROVIDE (1) ADDITIONAL BEAM STIRRUP EA. SIDE OF CONSTRUCTION JOINT AND EA. END OF ADDITIONAL DOWELS (NOT SCHEDULED) BE A M D E P T H " D " D/ 3 D/ 3 D/ 3 EQ EQ 3"2"5"3" CONSTRUCTION JOINT LOCATION FORMED SHEAR KEY (HORIZONTAL) ADDITIONAL DOWELS. USE (2)-#5x4'-0" TOP AND BOTTOM UNLESS REQUIRED OTHERWISE BY NOTE 3 OR 4. OPEN NOTE: RE: ARCHITECTURAL, PLUMBING AND ELECTRICAL DRAWINGS FOR SIZES AND LOCATIONS OF THE FLOOR PENETRATIONS. SLAB-ON-GRADE RE: 1/S5.01 (2) #4, TYP #4 TYP TYP 45.00°TYP2" CLEAREQEQMIN1'-0" TYP3" TYPMIN1'-0" TYP 1 1/2" TYP EQ EQ PLAN VIEW CSJ OR CTJ RE: PLAN GRID SLAB-ON-GRADE RE: DETAIL 1 THIS SHEET CSJ OR CTJ RE: PLAN STEEL COLUMN AND BASE PLATE #4 TOP AND BOT CONSTRUCTION JOINT PLAN VIEW3" MIN, TYPGRID 9 S5.01(TYP.)3"GRID CSJ OR CTJ RE: PLAN GRID SLAB-ON-GRADE RE: DETAIL 1 THIS SHEET WF & HSS COLUMN & BASE PLATE RE: SCHEDULE SLAB BLOCKOUTSCHEDULE PLINTH AND GRADE BEAM BELOW GRADE BEAM & SLAB EDGE NOTE: RE: PLAN FOR ORIENTATION OF COLUMNS. PLAN VIEW 9 S5.014" TYPGRID SCHEDULED COLUMN RE: PLAN #4 TOP & BOTTOM SLAB REINF RE: DETAIL 1 THIS SHEET CONSTRUCTION JOINT RE: DETAIL 2 & 7/S501 SCHEDULED PLINTH RE: PLAN #4 @ 8" OC, EW#4 @ 8" OC, EW BASE PLATE AND ANCHOR BOLTS & NON-SHRINK GROUT RE: 2/S302 DATUM RE: PLAN RE : P L A N 3" MIN, TYP (1) #4 CONT. HORIZ. @ 12" O.C. RE: PLAN FOR SLAB REINF 1'-0" 1'-0" (2) #4 CONT. #4 @ 15" O.C. RE: PLAN FOR SLAB REINF RE : P L A N L E S S T H A N 6 " DE P R E S S I O N RE : P L A N 6" MIN. .. DE P R E S S I O N DE E P E R T H A N 6 " BU T N O T M O R E TH A N 2 4 " RE : P L A N RE: PLAN FOR SLAB REINF BARS INTERRUPTED BY OPENING CLASS 'B' SPLICE OR 2'-0" MIN. WHICHEVER IS GREATER. 2 - #5 x 4'-0" EA. CONER , EA. FACE. 1/2 NUMBER OF BARS INTERRUPTED BY OPNG. PLUS ONE. TYP. ON EACH FACE OF OPNG. 2' - 0 " M A X U . N . O . 1' - 6 1/8"1' - 6 1/8" 2'-0" MAX U.N.O. RE: PLAN FIN. FLOOR EL. #4 @ 12" O.C. 3 #4 CONT SLAB REIF. RE: PLAN STAIR - RE: ARCH 12" SLAB REINF. RE: PLAN 1' - 7 1/4"1' - 7 1/4" 3' - 2 1/2" 1'-6"1'-6" 3'-0" FINISH FLOOR ELEVATION TOP REINFORCEMENT SEE SCHEDULE. BOT.REINFORCEMENT WHERE SCHEDULED 3/4" CHAMFER (TYP.) 2'-0" 2'-0" NOTES: 1. GENERAL CONTRACTOR TO COORDINATE WITH MECHANICAL DRAWINGS AND SPECIFICATIONS TO DETERMINE REQUIREMENTS FOR HOUSEKEEPING PADS OVER SLAB ON GRADE AND PROVIDE WHERE REQUIRED WHETHER SHOWN ON STRUCTURAL DRAWINGS OR NOT. COORDINATE DIMENSIONS AND OTHER SPECIAL REQUIREMENTS WITH EQUIPMENT MANUFACTURERS AS REQUIRED. SEE ARCHITECTURAL OR MEP DRAWINGS FOR HOUSEKEEPING PAD PLAN DIMENSIONS AND THICKNESS. (4" MINIMUM THICKNESS). 1-#4 CONTINUOUS AT PERIMETER WITH 1-#4 x 4'-0" AT EXTERIOR CORNERS AND 1-#4 x 4'-0" DIAGONAL AT INTERIOR CORNERS. 2" SLAB ON GRADE. 3/4" CLEAR COVER. t PAD THICKNESS TOP REINFORCEMENT BOTTOM REINF. 4" < t <= 6" 4"x 4",W4.0 x W4.0 NONE 6" < t <= 8" 4"x 4",W5.5 x W5.5 NONE 8" < t <= 12"#4@12"EW #3@18"EW 12" < t <= 16" #4@12"EW #4@12"EW t <= 4" 6"x 6",W2.9 x W2.9 NONE HOUSEKEEPING PAD REINFORCING SCHEDULE RE: PLAN FOR CONC. SLAB REINF. RE: PLAN FOR CONC. SLAB DEPTH ADDITIONAL REINF. 1- #4 4'-0" @ TOP & BOTT. RE: PLAN FOR CONC. SLAB REINF. RE: PLAN FOR CONC. SLAB DEPTH RE: PLAN BACKFILL COMPACTION IN ACCORDANCE W/ GEOTECHNICAL REPORT FIN. FLOOR EL. RE: PLAN FIN. FLOOR EL. PIPING BELOW GRADE BEAM 1-TIE # 4 @ EACH SIDE OF CONDUIT 6" MIN. CONC. 6" MIN. CONC. 12" Ø MAX SLEEVE CONDUIT BELOW GRADE BEAM CONDUIT THRU GRADE BEAM14A14B CENTER LINE OF GRADE BEAM 5" CENTER LINE OF GRADE BEAM THRU-BEAM CONDUIT RE: MEP. ADDITIONAL 3 SET STIRRUPS EACH SIDE FINISH FLOOR3" 3" D+ 3 " SC H E D . B M . D E P T H 1.5D D 1.5D 2'-6"2'-6" 2 #4 BARS ON EACH SIDE OF OPENING 2' - 0" MIN 2' - 0 " M I N2'-0"2'-0"RECTANGULAR OR ROUND OPENING 2- #4 x 3' - 0" AT EACH OPENING 2' - 0" MIN 5'-0" MAX 5' - 0 " M A X2"5' - 0" MAX2' - 0" TYP 2"2" 3" CLEAR PROVIDE 2 ADDITIONAL TIES AT TOP OF BASE GROUND SEE MEP FOR GROUND 3000 PSI CONCRETE PIER SEE MEP DRAWINGS FOR CONDUIT PAVING RE. CIVIL 2' - 0" DIA. SEE POLE MANUFACTURER FOR ANCHOR SIZE AND LOCATION. 5~#5 VERTICAL WITH #3 @ 10" O.C. CIRCULAR TIES 5~#5 VERTICAL WITH #3 @ 10" O.C. CIRCULAR TIES 10 ' - 0 " (1 2 " I F M O R E T H A N 3 ' - 0 " A W A Y F R O M C U R B / P A V I N G ) 3' - 0 " ( V E R I F Y w / A R C H ) RE: SITE PLAN FOR LOCATIONS LIGHT POLE RE: ARCH/ MEP (25'-0" MAX HEIGHT) DESIGN CRITERIA IBC 2012 WIND SPEED: 150 MPH (ULTIMATE) EXPOSURE: C RE: PLAN FOR CONC. SLAB REINF. RE: PLAN FOR CONC. SLAB DEPTH 5" G. C . T O C O O R D I N A T E W/ E L E V A T O R M F G R . . ELEVATOR ROUGH OPENINGS . AT ELEVATOR PIT WITH NO ANGLE 1'-0" RE: PLAN FOR CONC. SLAB REINF. RE: PLAN FOR CONC. SLAB DEPTH 5" G. C . T O C O O R D I N A T E W/ E L E V A T O R M F G R 6" . 3/4 DIA EXPANSION BOLTS RE: ELEVATOR MFGR’S DWG FOR SILL ANGLE SIZE AND REQUIREMENTS 3" M I N RE: PLAN FIN. FLOOR EL. AT ELEVATOR PIT W/ANGLE 1'-0" 0' - 8 " 1' - 0 " 0' - 8 " 1' - 0 " DATUM RE: CIVIL NEW SLAB ON GRADE REINFORCE w/ #4 BARS @ 12" OC, EW. 2'-0" LONG #4 DOWELS @ 12" OC DRILLED & EPOXIED W/ 6" EMBED 1' - 6 " 1'-6" 6" GENERATOR RE: ARCH/MEP PAVING RE: CIVIL 1'-6" (VERIFY w/ MANUFACTURER) 7'-6" MIN VAPOR BARRIER SELECT FILL #4 BENT BARS @ 12" OC (1'-6" LAP) (2) - CONTINUOUS #5 BARS (TYP) 3" C L R NOTE: SEE ARCHITECTURAL SITE PLAN FOR PAD LOCATION AND OVERALL DIMENSIONS. STD HOOK NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 A B C KEY PLAN Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:55 PM 3/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FOUNDATION DETAILS S5.01 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 3/4" = 1'-0"1 TYPICAL SLAB DETAIL 3/4" = 1'-0"2 TYPICAL CONSTRUCTION SLAB JOINT 3/4" = 1'-0"3 TYPICAL SLAB CONTROL JOINT 3/4" = 1'-0"4 TYPICALGRADE BEAM PLAN 3/4" = 1'-0"5 TYP. GRADE BEAM CONSTRUCTION JOINT 3/4" = 1'-0"6 TYPICAL SLAB ADD'L REINF. AT OPENING 3/4" = 1'-0"7 INTERIOR COLUMN BLOCKOUT 3/4" = 1'-0"8 PERIMETER COLUMN BLOCKOUT 3/4" = 1'-0"9 TYPICAL INTERIOR COLUMN SECTION 3/4" = 1'-0"10 TYPICAL SLAB DEPRESSION DETAILS 3/4" = 1'-0"11 TYPICAL ADDN'L BAR FOR WALL OR SLAB OPENING 3/4" = 1'-0"12 THICKENED SLAB AT STAIR STRINGER 3/4" = 1'-0"13 HOUSEKEEPING PAD 3/4" = 1'-0"14 TYP. CONDITION OF CONDUIT 3/4" = 1'-0"15 TYPICAL THRU. BEAM CONDUIT 3/4" = 1'-0"16 TYPICAL OPENING IN SLAB ON GRADE 3/4" = 1'-0"17 TYPICAL LIGHT POLE DETAIL 3/4" = 1'-0"18 TYPICAL OPENING IN SLAB ON GRADE 3/4" = 1'-0"19 TYPICAL OPENING IN SLAB ON GRADE (3) CONT #7 TOP AND BOT W/ #4 STIRRUPS @12" OC, EXTEND GRADE BEAM TO ADJACENT FOOTING SLAB ON GRADE RE: PLAN SLAB ON GRADE RE: PLAN #4 DOWEL @ 16" OC 2'-0" 2' - 0 " GRID SIDEWALK OR PAVING RE: CIVIL 2'-0" LONG #4 DOWELS @ 32" OC EXPANSION JOINT 15 MIL VAPOR BARRIER, TYP (3) CONT #7 TOP AND BOT W/ #4 STIRRUPS @10" OC, EXTEND GRADE BEAM TO ADJACENT FOOTING F.F.E. RE: PLAN FOR SUB GRADE PREP RE: GEOTECHNICAL REPORT 1'-4" 1' - 0 " 2' - 0 " RE: PLAN NO EXT. SLAB @SIM (3) CONT #7 TOP AND BOT W/ #4 STIRRUPS @12" OC, EXTEND GRADE BEAM TO ADJACENT FOOTING SLAB ON GRADE RE: PLAN SLAB ON GRADE RE: PLAN #4 DOWEL @ 16" OC 2'-0" 2' - 0 " GRID 15 MIL VAPOR BARRIER, TYP (3) CONT #7 TOP AND BOT W/ #4 STIRRUPS @10" OC, EXTEND GRADE BEAM TO ADJACENT FOOTING F.F.E. RE: PLAN FOR SUB GRADE PREP RE: GEOTECHNICAL REPORT 1'-4" 1' - 0 " 2 ' - 0 " RE: PLAN 8 1/4" EXTERIOR BRICK RE: ARCH CMU WALL W/ DOWEL TO MATCH VERT REINF RE: PLAN CL A S S " B " L A P METAL STUD @ SIM SLAB ON GRADE RE: PLAN GRID #4 DOWELS @ 16" OC 2'-6" 2'-6" #4 STIRRUPS @ 10" O.C. CONT GRADE BEAM REINF STRUCTURAL COLUMN RE: PLAN CONT GRADE BEAM REINF NOTE: FOR ANY INFORMATION NOT SHOWN RE: DETAIL 1 ON THIS SHEET SIDEWALK OR PAVING RE: CIVIL PIER/FOOTING RE: PLAN RE: PLAN F.F.E. RE: PLAN NO EXT. SLAB @ SIM (4) CONT #7 TOP AND BOT W/ #4 STIRRUPS @12" OC, EXTEND GRADE BEAM TO ADJACENT FOOTING SLAB ON GRADE RE: PLAN SLAB ON GRADE RE: PLAN #4 DOWEL @ 16" OC 2'-0" 2' - 0 " GRID SIDEWALK OR PAVING RE: CIVIL 2'-0" LONG #4 DOWELS @ 32" OC EXPANSION JOINT (4) CONT #7 TOP AND BOT W/ #4 STIRRUPS @12" OC, EXTEND GRADE BEAM TO ADJACENT FOOTING F.F.E. RE: PLAN 2'-0" 1' - 0 " 1' - 1 1 " RE: PLAN (3) CONT #7 TOP AND BOT W/ #4 STIRRUPS @12" OC, EXTEND GRADE BEAM TO ADJACENT FOOTING SLAB ON GRADE RE: PLAN SLAB ON GRADE RE: PLAN #4 DOWEL @ 16" OC 2'-0" 2' - 0 " GRID (4) CONT #7 TOP AND BOT W/ #4 STIRRUPS @10" OC, EXTEND GRADE BEAM TO ADJACENT FOOTING F.F.E. RE: PLAN 2'-0" 1' - 0 " 2 ' - 0 " RE: PLAN 8 1/4" EXTERIOR BRICK RE: ARCH CMU WALL W/ DOWEL TO MATCH VERT REINF RE: PLAN 42 " L A P (2) CONT #5 BOT SLAB ON GRADE RE: PLAN SLAB ON GRADE RE: PLAN #4 DOWEL TO MATCH VERT CMU REINF RE: 9/S7.03 (ALTERNATE DIRECTION) 1'-0" 3' - 6 " INTERIOR CMU WALL RE: PLAN 1'-6" EQ EQ F.F.E. RE: PLAN 1' - 6 " #4 DWL @ 16" OC 2'-0" 2' - 0 " NOTE: RE: 1/S5.01 & 1/S5.03 FOR MORE INFORMATION NOT SHOWN (4) CONT #7 TOP & BOT #4 STIRRUPS @ 8" OC INTERIOR CMU WALL RE: PLAN DOWEL TO MATCH VERT CMU REINF RE: 9/S7.03 CL A S S " B " L A P F.F.E. RE: PLAN (3) CONT #7 TOP AND BOT W/ #4 STIRRUPS @12" OC, EXTEND GRADE BEAM TO ADJACENT FOOTING SLAB ON GRADE RE: PLAN SLAB ON GRADE RE: PLAN 2'-0" 2' - 0 " GRID DOWELS TO MATCH CMU WALL VERTICAL REINF. 15 MIL VAPOR BARRIER, TYP (3) CONT #7 TOP AND BOT W/ #4 STIRRUPS @10" OC, EXTEND GRADE BEAM TO ADJACENT FOOTING F.F.E. RE: PLAN FOR SUB GRADE PREP RE: GEOTECHNICAL REPORT 1'-4" 1' - 0 " 2' - 0 " RE: PLAN 8" CMU WALL REINF. WITH #6@ 32" O.C. 6" PIER/FOOTING RE: PLAN #4 DOWELS @16" O.C. VERIFY LOCATION OF SLEEVE WITH ARCHITECTURAL 3" 6" DE P T H SL E E V E 6"6" WIDTH SLEEVE VOLLEY BALL SLEEVE (2) #5 BENT DOWELS .SLAB ON GRADE RE: PLAN #5 STIRRUP @ EA FACE SLAB ON GRADE RE: PLAN SLAB ON GRADE RE: PLAN #4 DOWEL @ 16" OC 2'-0" 2' - 0 " GRID TYPICAL GRADE BEAM RE: DETAIL 1 ON THIS SHEET F.F.E. RE: PLAN NOTE: FOR ANY INFORMATION NOT SHOWN RE: DETAIL 1 ON THIS SHEET (3) CONT #7 TOP AND BOT W/ #4 STIRRUPS @12" OC, EXTEND GRADE BEAM TO ADJACENT FOOTING SLAB ON GRADE RE: PLAN SLAB ON GRADE RE: PLAN #4 DOWEL @ 16" OC 2'-0" 2' - 0 " GRID 15 MIL VAPOR BARRIER, TYP (3) CONT #7 TOP AND BOT W/ #4 STIRRUPS @10" OC, EXTEND GRADE BEAM TO ADJACENT FOOTING F.F.E. RE: PLAN FOR SUB GRADE PREP RE: GEOTECHNICAL REPORT 1'-4" 1' - 0 " 2 ' - 0 " RE: PLAN 8 1/4" EXTERIOR BRICK RE: ARCH METAL STUD SLAB ON GRADE RE: PLAN GRID #4 DOWELS @ 16" OC 2'-6" 2'-6" #4 STIRRUPS @ 10" O.C. CONT GRADE BEAM REINF STRUCTURAL COLUMN RE: PLAN CONT GRADE BEAM REINF NOTE: FOR ANY INFORMATION NOT SHOWN RE: DETAIL 1 ON THIS SHEET ARCH FINISH RE: ARCH PIER/FOOTING RE: PLAN RE: PLAN F.F.E. RE: PLAN 1 ' - 0 " 2 ' - 0 " NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:57 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FOUNDATION DETAILS S5.02 AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 3/4" = 1'-0"1 TYPICAL GRADE BEAM DETAIL 3/4" = 1'-0"3 EXTERIOR SECTION @ CMU / BRICK 3/4" = 1'-0"4 EXTERIOR COLUMN WITH PLINTH SECTION 3/4" = 1'-0"6 EXTERIOR SECTION @ GB3 3/4" = 1'-0"7 EXTERIOR SECTION @ GB3 3/4" = 1'-0"8 TYP CMU WALL LESS THAN 11'-0" TALL 3/4" = 1'-0"9 TYP CMU WALL GREATER THAN 14'-0" TALL 3/4" = 1'-0"10 SECTION AT CMU WALL 3/4" = 1'-0"12 SECTION @ VOLLEYBALL SLEEVE 3/4" = 1'-0"11 SECTION AT INTERNAL GRADE BEAM 3/4" = 1'-0"2 EXTERIOR SECTION @ CMU / BRICK 3/4" = 1'-0"5 EXTERIOR COLUMN WITH PLINTH SECTION 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID SLAB ON GRADE RE: PLAN SLAB ON GRADE RE: PLAN F.F.E. 0'-0" T.O. CONCRETE RE: PLAN #5 DOWEL @ 16" OC 8" CAST IN PLACE WALL REINF W/ (3) CONT #5 ES & #5 @ 16" OC GRADE BEAM GB2 RE: SCHEDULE FOR SIZE & REINF.DOWEL RE: TYPICAL GRADE BEAM VAPOR BARRIER WATER STOP WATER STOP CMU WALL RE: PLAN LA P L d DOWEL TO MATCH VERT CMU WALL RE: 9/S7.03 1' - 6 " M I N . SLAB ON GRADE RE: PLAN SLAB ON GRADE RE: PLAN F.F.E. 0'-0" T.O. CONCRETE RE: PLAN CONT #6 TYP #5 DOWEL @ 16" OC #5 DOWELS @ 16" OC 8" CAST IN PLACE WALL REINF W/ (3) CONT #5 ES & #5 @ 16" OC GRADE BEAM GB2 RE: SCHED. FOR SIZE & REINF. DOWEL RE: TYPICAL GRADE BEAM VAPOR BARRIER WATER STOP WATER STOP 11"11"11" 6" 6" 6" 4 1 / 4 " STRUCTURAL STYROFOAM STRUCTURAL SLAB RE: PLAN 1 #4 CONT. 2' - 6 " #4 @ 12"OC WATER STOP #5 @ 12" VERT, EF #5 @ 12" HORIZ, EF #5 @ 12" TOP & BOT #5 @ 12" TOP & BOT 2'-6" 12" 1'-0" WATER STOP . 1' - 4 " VARIES - RE: PLAN FOR DIMENSION FOR SILL ANGLE SUPPORT DETAIL RE: DETAILS THIS SHEET 1' - 0 " 0' - 8 "8" RE : E L E V A T O R M F R F O R E L E V A T O R D E P T H (V A R I E S ) F.F.E. RE: PLAN 6" T.O. CONCRETE RE: PLAN 15 MIL VAPOR BARRIER SLAB ON GRADE RE: PLAN 1 #4 CONT. 2' - 6 " #4 @ 12"O.C. #5 @ 12" VERT, EF #5 @ 12" HORIZ, EF 2'-6" 12"SLAB ON GRADE RE: PLAN CONTINUOUS 2x6 KEY 6". VARIES - RE: PLAN FOR DIMENSION 2". . WATERSTOP (6) #4 X 3’-6” @ 12” OC 3" C L R 1' - 4 " . 2" C L R FIBERGLASS / STEEL GRATING L1X1Xx1/4" (GALV) FRAMING WITH MITERED CORNERS & 3/8” Ø X 4” LONG HEADED CONCRETE ANCHORS @ 16” OC (4) #4 @ 8” OC @ SUMP (5) #7 0' - 8 " RE : E L E V A T O R M F R F O R E L E V A T O R D E P T H 2' - 0 " 2' - 0" SQUARE 1' - 0 " 1' - 0 " 1' - 0 " 8"RE: PLAN F.F.E. RE: PLAN TYP 2'-0" #5 @ 12" TOP & BOT #5 @ 12" TOP & BOT #5 DOWEL @ 12" OC 2' - 8 " #7 @ 6" OC (5) #4 2 LEG STIRRUPS (4) CONT #5 #5 @ 12" 15 MIL VAPOR BARRIER 73 MIL WATER PROOFING MEMBRANE 6" FOR SILL ANGLE SUPPORT DETAIL RE: DETAILS THIS SHEET 2' - 0 " 1 ' - 0 " SLAB ON GRADE RE: PLAN T.O. CONCRETE RE: PLAN #5 DOWEL @ 16" OC 8" CAST IN PLACE WALL REINF W/ (3) CONT #5 ES & #5 @ 16" OC GRADE BEAM GB3 RE: SCHEDULE FOR SIZE & REINF. VAPOR BARRIER WATER STOP CMU WALL RE: PLAN SLAB ON GRADE RE: PLAN F.F.E. 0'-0" #5 DOWEL @ 16" OC GRADE BEAM GB2 RE: SCHEDULE FOR SIZE & REINF. DOWEL RE: TYPICAL GRADE BEAM VAPOR BARRIER WATER STOP CMU WALL RE: PLAN LA P L d DOWEL TO MATCH VERT CMU WALL RE: 9/S7.03 T.O. GRADE BEAM -0'-8" SEE ARCH VA R I E S 8" 8" PAVING, RE: CIVIL GRID RE: GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION (TYPICAL) AVADEK CANOPY COLUMN, BY OTHERS 1'-9" SQUARE PLINTH REINF. W/ (8)-#6 VERT. BARS & #4 TIES @ 10" O.C. T.O. PLINTH 1' - 0 " 2' - 6 " 6" T.O. PAVING RE: CIVIL RE : C I V I L 3'-0" SQUARE 3'-0" SQUARE SPREAD FOOTING REINF. W/ (3)-#4 EA. WAY NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 A B C KEY PLAN Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:22:58 PM 3/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 FOUNDATION DETAILS S5.03 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 3/4" = 1'-0"1 SECTION 3/4" = 1'-0"3 CAST IN PLACE STAIRS 3/4" = 1'-0"4 ELEVATOR PIT WALL DETAIL 3/4" = 1'-0"5 SUMP PIT DETAIL 3/4" = 1'-0"2 SECTION 3/4" = 1'-0"6 TYPICAL DETAIL AT EXTERIOR CANOPY COLUMN 4 11.16.2016 ISSUE FOR BID 20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0" 120'-0"120'-0" 240'-0" 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 60 ' - 0 " INDICATES PERIMETER FENCE POST (TYP.) INDICATES PERIMETER FENCE POST (TYP.) 1'-6"1'-6"1'-6" PIPE SLEEVE, RE: ARCH PIPE SLEEVE, RE: ARCH PIPE SLEEVE, RE: ARCH PIPE SLEEVE, RE: ARCH U.N.O. 1'-0" TYP. U.N.O. 1' - 0 " T Y P . U.N.O. 1'-0" TYP. U.N.O. 1' - 0 " T Y P . 1 S5.05 1 S5.05 1 S5.05 1 S5.05 3 S5.05 2 S5.05 3 S5.05 4 S5.05 3 S5.05 4 S5.05 3 S5.05 4 S5.05 3 S5.05 4 S5.05 (4)- EQUAL SPACES 6"TENDON SPACING 6" (4 ) - E Q U A L S P A C E S (4 ) - E Q U A L S P A C E S (4 ) - E Q U A L S P A C E S (4)-EQUAL SPACES NOTE: RE: ARCH FOR REQUIRED SLOPES 3 S5.05 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 60 ' - 0 " INDICATES PERIMETER FENCE POST (TYP.) INDICATES PERIMETER FENCE POST (TYP.) 1'-6"1'-6"1'-6" PIPE SLEEVE, RE: ARCH PIPE SLEEVE, RE: ARCH PIPE SLEEVE, RE: ARCH PIPE SLEEVE, RE: ARCH U.N.O. 1'-0" TYP. U.N.O. 1' - 0 " T Y P . U.N.O. 1'-0" TYP. U.N.O. 1' - 0 " T Y P . 1 S5.05 1 S5.05 1 S5.05 3 S5.05 3 S5.05 3 S5.05 2 S5.05 3 S5.05 4 S5.05 3 S5.05 4 S5.05 (4)- EQUAL SPACES 6" TENDON SPACING 6" (4 ) - E Q U A L S P A C E S (4 ) - E Q U A L S P A C E S (4 ) - E Q U A L S P A C E S 9" 9" (4)-EQUAL SPACES INDICATES PRESTRESSING TENDONS (TYP.) 3 S5.05 1' - 6 " 1 S5.05 12 0 ' - 0 " INDICATES PRESTRESSING TENDONS (TYP.) NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:23:00 PM 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 TENNIS COURT PLAN S5.04 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1/8" = 1'-0"1 FOUNDATION PLAN - TENNIS COURT 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 2-#4 CONTINUOUS BEHIND ANCHOR (TYP.) TENDONS - RE: PLAN TENDON CHAIR (TYP.) VAPOR BARRIER RE: GENERAL NOTES COMPACTED SELECT FILL SUB-BASE SIDEWALK - RE: ARCH. 1-#5 CONTINUOUS TOP AND BOTTOM TYPICAL ALL BEAMS CL FENCE POST RE: ARCH FOR FENCE POST DETAIL DATUM T.O.C. EL. 4" 5 1 / 2 " 5 1 / 2 " 3" C L R . 5" 2' - 6 " M I N . 2 1 / 2 " 2 1 / 2 " 1'-0"2'-3" 3 3/4" TERMINAL POST LINE POST 11 1 / 2 " TENDONS 2-#5 CONT. TYP. ALL BEAMS NOTE: 1. RE: 2/S5.07 FOR INFORMATION NOT SHOWN. 2. RE: ARCH FOR TOC EL. & SLOPE. SLOPE 5" DATUM T.O.C. EL. 2' - 6 " M I N . 1'-0" 11 1 / 2 " 3 1 / 2 " C L R . CL FENCE POST CL BEAM 2-#5 CONT. TYP. ALL BEAMS SLEEVE FOR FENCE OR NET POSTS. RE: ARCH. FOR DETAIL. FENCE OR NET POST RE: ARCH. BOTTOM OF GRADE BEAM BEYOND 11 1 / 2 " 2' - 4 1 / 2 " CL R . 1' - 1 1 / 2 " 6 1/2"2 1/2" 9"9" 1'-6" 5" 2' - 6 " 10 " 3' - 4 " SLOPE TENDONS DATUM T.O.C. EL. NOTE: 1. RE: 2/S5.07 FOR INFORMATION NOT SHOWN. 2. RE: ARCH FOR TOC EL. & SLOPE. 4 S5.05 CL FENCE POST 2-#5 CONT. TYP. ALL BEAMS SLEEVE FOR FENCE OR NET POSTS. RE: ARCH. FOR DETAIL. FENCE OR NET POST RE: ARCH. BOTTOM OF GRADE BEAM BEYOND 11 1 / 2 " 1' - 6 1 / 2 " 10 " 2' - 6 " TENDONS DATUM T.O.C. EL. 10"1'-0"1'-0"10" CORNER BARS TO MATCH LONGITUDINAL REINFORCING PROVIDE STANDARD HOOKS AT EXTERIOR ENDS PROVIDE STANDARD HOOKS AT EXTERIOR ENDS HORIZONTAL REINFORCING 1'-6" 1' - 6 " 0 " 0" 2-#4 CONTINUOUS BEHIND ANCHOR (TYP.) TENDONS - RE: PLAN TENDON CHAIR (TYP.) VAPOR BARRIER RE: GENERAL NOTES COMPACTED SELECT FILL SUB-BASE SIDEWALK - RE: ARCH. 1-#5 CONTINUOUS TOP AND BOTTOM TYPICAL ALL BEAMS CL FENCE POST RE: ARCH FOR FENCE POST DETAIL DATUM T.O.C. EL. 6 1/2" 5 1 / 2 " 5 1 / 2 " 3" C L R . 5" 2' - 6 " M I N . 2 1 / 2 " 2 1 / 2 " 1'-6"2'-3" 11 1 / 2 " NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:23:01 PM 3/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 TENNIS COURT DETAILS S5.05 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 3/4" = 1'-0"1 SECTION 3/4" = 1'-0"2 SECTION 3/4" = 1'-0"3 SECTION 3/4" = 1'-0"4 SECTION 3/4" = 1'-0"5 SECTION 3/4" = 1'-0"6 SECTION 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 6 ROWSW33 & W36 W27 & W30 4 ROWS 2 ROWS 5 ROWS 3 ROWS W18, W21, & W24 W14 & W16 6. THE MINIMUM NUMBER OF ROWS OF BOLTS SHALL BE AS FOLLOWS: BOLT CAPACITY, ALLOWABLE WELD CAPACITY, SUPPORTING PLATE CAPACITY OR THE WEB 5. THE CAPACITY OF THE CONNECTION SHALL BE THE LESSER VALUE OF THE ALLOWABLE 4. FOR COPED BEAM CONNECTIONS, THE CAPACITY OF THE NET SHEAR AREA OF THE WEB TWO SIDES, THE SUM OF THE LOADS PER BOLT SHALL BE CONSIDERED. NET SHEAR AREA CAPACITY. SHALL BE VERIFIED. OF PLATE THICKNESS FOR ASTM A572, GRADE 50 MATERIAL. FOR BEAM CONNECTIONS ON OF 65 KIPS PER INCH OF PLATE THICKNESS FOR A36 MATERIAL OR 73 KIPS PER INCH 3. THE SUPPORTING PLATE CAPACITY SHALL BE BASED UPON AN ALLOWABLE LOAD PER BOLT PROPORTIONALLY FOR A LESSER WEB THICKNESS. MATERIAL AND 3/8" FOR ASTM A572, GRADE 50 MATERIAL. REDUCE THIS CAPACITY 2. ALLOWABLE WELD CAPACITY IS BASED UPON A BEAM WEB THICKNESS OF 1/2" FOR A36 W10 & W12 1. REFER TO AISC - MANUAL OF STEEL CONSTRUCTION (SECTION 1). NOTES: 215 198 180 160 143 122 100 77 48 186 167 148 130 111 93 74 56 29 1/2" 37 26 1/2" 23 1/2" 20 1/2" 17 1/2" 14 1/2" 11 1/2" 8 1/2" 5 1/2" 10 9 8 7 6 5 3/4" Ø A325 BOLTS - BEARING CONN. - STANDARD HOLES 4 3 2 ALLOWABLE WELD CAPACITY (KIPS)CAPACITY (KIPS) ALLOWABLE BOLTL (INCHES)"n" SUPPORTING PLATE (NOTE 2) MIN. WEB THICKNESS RO W S @ 3 " E70XX 1/4" 2 - L4x3 1/2x5/8 4"4" 1" MIN VARIES 1" MIN n B O L T 1- 1 / 4 " 1- 1 / 4 " NO T E 1 NO T E 1 k ( M I N ) k ( M I N ) L 3 1/2" 1/2" MIN. TO COPE SEATED CONN. @ AT WEB (REF NOTE: 1) OR LRFD OF A.I.S.C. OMIT STIFF. IF NOT REQD. ROLLED TEE OR BUILTUP TEE ERECTION BOLTS CHAPTER 'K' OF ASD STIFFENER IF REQD. BY ANGLE WITH NO STIFFENER WHEN SHEAR PERMITS USE (REF NOTE: 1)(REF NOTES: 1 & 2) AT WEB 2-ANGLES k COL BOLTED TO COL.WELDED TO COL. AT FLANGE WELDED TO COL.BOLTED TO COL. tf = GREATER k COL NOTES:- CONN. TO BE ADEQUATE FOR AXIAL BRACING FORCE = 1% OF WORKING COLUMN LOAD IN ADDITION TO END REACTION DETERMINED PER STEEL GENERAL NOTES SHEET (U.N.O. ON DWG.) ALLOWABLE STRESS CAN BE INCREASED 1/3 FOR THIS CONDITION. COLUMN LOAD WILL BE FURNISHED OR CAN BE DETERMINED FROM AISC MANUAL FOR FLOOR TO FLOOR HEIGHT. 1. 2. SINGLE PLATE CONNECTION IS ALLOWED ONLY WHEN AXIAL FORCE BRACING THE COLUMN IS LESS THAN 20 KIPS. THE DESIGN OF SINGLE PLATE CONNECTION WITH AXIAL FORCE LESS THAN 20 KIPS. SHOULD BE SUBSTANTIATED BY CALCULATION AND IS SUBJECT TO ENGINEER'S APPROVAL. AT TOP & BOT. WITH 1" RETURN THAN 1 1/2"2-ANGLES 3/4" Ø A325 BOLTS - BEARING CONN. - STANDARD HOLES .... 3"3"3"2" EQEQ EQ EQ 1/2" THRU PL TOP & BOT W/ (6) A325 1/2" DIA. THRU BOLTS, TYP 45.00° 4 5 . 0 0 ° 2"3"3"3"3"3"3"2" TC-U4c TYPM WIDE FLANGE BEAMS TO HSS COL - SECTION 3"3"3"2" EQEQ EQ EQ 1/2" THRU PL TOP & BOT W/ (6) A325 1/2" DIA. THRU BOLTS, TYP 45.00° 4 5 . 0 0 ° 3"3"3"2" EQEQ EQ EQ 1/2" THRU PL TOP & BOT W/ (6) A325 1/2" DIA. THRU BOLTS, TYP (2) WIDE FLANGE BEAMS TO HSS COL - PLAN (3) WIDE FLANGE BEAMS TO HSS COL - PLAN (4) WIDE FLANGE BEAMS TO HSS COL - PLAN WIDE FLANGE BEAMS NOT SHOWN FOR CLARITY TYPICAL HSS BEAM TO HSS COL - PLAN 1/4 TYP @ SIDES 1/2" THRU PL TOP & BOT W/ (6) A325 1/2" DIA. THRU BOLTS, TYP G 1/4 1/4TYP @ TOP & BOT TYPICAL HSS BEAM TO HSS COL - SECTION 1/4 TYP @ SIDES 1/4 1/4TYP @ TOP & BOT WELD TO DEVELOP REACTION BACKING BAR SINGLE PLATE FRAMING CONNECTION HIGH STRENGTH SLIP CRITICAL BOLTS TO DEVELOP BEAM REACTION. STANDARD HOLE AT MID-DEPTH OF CONNECTION. NOTES: 1. BOLTS IN WEB CONNECTION SHALL BE SNUG TIGHTENED PRIOR TO WELDING OF FLANGES. 2. SLIP-CRITICAL BOLTED CONNECTION IN WEB USING A325 BOLTS IN HORIZONTAL SHORT-SLOTTED HOLES U.N.O. RESISTANCE BY BOLTS TO SHEAR SHALL BE BY FRICTION, PROPORTIONED USING THE STANDARD HOLE VALUE ON A CLASS "A" SURFACE. 3. REFER TO SPECIFICATIONS FOR CONNECTION DESIGN CRITERIA. 4. PROVIDE PREDESIGNED SHEAR CONNECTIONS AS SHOWN IN AISC LRFD MANUAL WHERE APPLICABLE. 5. IF MOMENT IS SHOWN ON DRAWINGS, PARTIAL PENETRATION WELD TO DEVELOP MOMENT CAN BE USED IN LIEU OF CJP WELD. FOR THIS CASE, WELD SHALL BE REQUIRED TO DEVELOP THE BEAM FLANGE FORCE COMPUTED AS FOLLOWS: Pu = (Mu)/(0.95D). WHERE: Mu = DESIGN MOMENT (KIP-IN). D = BEAM DEPTH (INCHES). Pu = BEAM FLANGE FORCE (KIPS). STANDARD HOLE AT MID- DEPTH OF CONNECTION. SEE NOTE 5. SEE NOTE 5. BEAM TO BEAM MOMENT CONNECTION BEAMS OF THE SAME NOMINAL DEPTH - SECTION 2"3"3"3"3"3"3"2" TC-U4c TYP M WIDE FLANGE BEAMS W/ TWO DIFF BEAM SIZES TO HSS COL - SECTION 1/2" THRU PL TOP & BOT W/ (6) A325 1/2" DIA. THRU BOLTS, TYP 4" TALL 1/2" STIFF PL 1/ 2 " 6" WIDE 1/2" STIFF PL 12" MIN BOTTOM FLANGE OF SMALLER BEAM NOTES: 1. BOLTS IN WEB CONNECTION SHALL BE SNUG TIGHTENED PRIOR TO WELDING OF FLANGES, AND FULLY TIGHTENED AFTER WELDING OF FLANGES. 2. SLIP-CRITICAL BOLTED CONNECTION IN WEB USING A325 BOLTS IN HORIZONTAL SHORT-SLOTTED HOLES UON,. RESISTANCE BY BOLTS TO SHEAR SHALL BE BY FRICTION, PROPORTIONED USING THE STANDARD HOLE VALUE ON CLASS "A" SURFACE. 3. REFER TO SPECIFICATIONS FOR CONNECTION DESIGN CRITERIA. 4. PROVIDE PREDESIGNED SHEAR CONNECTIONS AS SHOWN IN AISC LRFD MANUAL WHERE APPLICABLE. 't' 't' 't' 't'> 't' 4 1/2" MIN SPACING } SLAB THICKNESS C OF SUPPORTLLC OF SUPPORT LC OF SUPPORT 3" MIN. 1i" MIN. 3" MIN. 4 1/2" MIN SPACING 3 STUD PER LINE 2 STUD PER LINE 1 STUD PER LINE 5 1/4"< < 6" HAVE THE STUDS AT MAX. 24" O.C. ALL BEAMS PART OF LATERAL IN SEISMIC AREA. BEAM, SHALL HAVE STUDS 30" O.C. IN NON-SEISMIC AREA AND 18" O.C. LOAD RESISTANCE SYSTEM, EITHER WIND GIRDER OR HORIZONTAL BRACING SYSTEM, SUPPORTING METAL DECK WITH ALL CONCRETE FILL SHALL 3. ALL BEAMS AND GIRDERS, NOT PART OF LATERAL LOAD RESISTING FROM EACH END OF BEAM OR GIRDER. STUDS SHALL BE PLACED IN TWO OR MORE ROWS PER TROUGH STARTING OF BEAM. WHEN STUDS FILL EVERY TROUGH OF METAL DECK REMAINING 2. ONE STUD PER TROUGH SHALL BE PLACED STARTING FROM BOTH ENDS STUDS AS SHOWN ABOVE. 1. ALL SHEAR STUDS SHALL BE 3/4" HEADED STUDS WITH HEIGHT OF AS NOTED BELOW 10" METAL DECK FLR. BEAM C OF SUPPORTL ASTERISK (*) IS SHOWN ON PLAN WITH SHEAR CONNECTOR QUANTITIES. ABOVE PLACEMENT OF SHEAR CONNECTORS IS APPLICABLE WHERE AT 16" O.C. O.C. OR PROVIDE CONNECTORS TO STEEL BEAM AT ALT. 32" (PUDDLE) WELD METAL DECK AT 32"O.C. AND ARC SPOT PROVIDE SHEAR CONNECTORS (EQUALLY SPACED) INDICATED ON PLAN 1/2 OF SHEAR CONNECTORS (EQUALLY SPACED) INDICATED ON PLAN 1/2 OF SHEAR CONNECTORS SEE DETAILS AT RIGHT ARRANGEMENT OF STUDS 25 STUDS15 STUDS NO. OF STUDS SEE PLAN FOROR (15-25 S.C.) FLOOR BEAM REACTION FROM SPAN (40 S.C.) BEAM SEE PLAN THICKNESS SLAB 6" < < 6 1/2" 6 1/2"< < 10" 4" 5" 5 1/2" 8" FIN. STUD LENGTH NO. OF STUDS (--SC) SIMP; 3/4" HEADED STUDS 3" MIN. 1i" MIN. OVER WEB OF BEAM STUD CENTERED 24" MAX. 4 1/2" MIN SPACING FULL LENGTH OF BEAM 40 STUDS EQUALLY SPACED ALONG SEE PLAN FOR NUMBER OF STUDS (40 S.C.) BEAM OR COLUMN SEE PLAN FOR BEAM SIZE & ELEVATION WELDED SHEAR STUD NOTES PLAN ELEVATION SPECIAL PLACEMENT OF SHEAR CONNECTORSSECTION ELEVATION PLAN PLAN 4 1 / 2 " 3"3" "X " FOR BEAM ON ONE SIDE FOR OFFSET BEAMS OR WHEN OPPOSITE FOR TWO BEAMS AS SHOWN ON PLANS. 2. END REACTION TO BE DETERMINED PER GENERAL NOTES SHEET OR CAUSED BY ECCENTRICITY BETWEEN WELD GROUP & BOLT CENTERLINE. 1. BOTH THE WELDS & THE BOLTS TO BE DESIGNED FOR MOMENT NOTES:- AND LESS THAN 12" "X" IS MORE THAN 1" DISTANCE WHEN DIM. EXTEND STIFF'S TO "K" 1 3/4" HOLD 1/2" TO 1" VARIES 4 1 / 2 " SHEAR CONNECTION TYP BEAM TO BEAM 2-ANGLES TO DEVELOP DESIGN CAPACITY OF CONNECTION PLAN VIEW ELEVATION PROVIDE 1/2" CAP PLATE LP IN TENSION WELD TO DEVELOP PLATES. TYPICAL ALL BEAM REACTION DEVELOP WELD TO PLATE THICKNESS. TO BE 1/16" LARGER THAN FROM TOP. WIDTH OF NOTCH WELDED PLATE ASSEMBLY NOTCH COLUMN AND ENTER NOTES. REF. GENERAL SHOP WELD REF. GENERAL NOTES. BOLTED CONNECTION REACTION. DEVELOP BEAM SHEAR PLATES TO AT ROOF COLUMN. NO SCALE WF TO TUBEWF TO TUBE PLAN ELEVATION PLAN ELEVATION THRU PLATE A.I.S.C. CONNECTION. i W E B A.I.S.C. CONNECTION. THRU PLATE TYPICAL SECTION BEAM TO TUBE COLUMN SHEAR CONN. 3/4" A325 BOLTS - BEARING CONN. - STANDARD HOLES TS COLUMNWF BEAMS DOUBLE ANGLES WITH 1" RETURN AT TOP, TYP TS COLUMN WF BEAM 1 . SECTION FINISH STRUCT. REQUIRED SPACER SHEET AS OVER BEAM. USE CENTER DECK VALLEY SLAB STEEL DECK COMPOSITE TYPE #4 X 6'-0" AT 1'-0" 0.C. NOTES) W.W.F. (SEE 3/ 4 " C L E A R M E S H 1" C L E A R B A R S TOTAL NUMBERS S.C.) STUD (SEE PLAN FOR DIA. HEADED SHEAR CENTERLINE OF 3/4" WF BEAM EQEQ 1" MIN. 3" MIN. SEE SECTION 11/S-603 FOR TYP. SHEAR STUD SPACING NOTE: FOR DECK CLOSURE SEE SPECIFICATIONS TO SPILL THRU. USE A MIN OF L3x3x 1/4 CUTS IN METAL DECK COULD CAUSE CONCRETE LARGE COLUMNS, ETC. OR WHERE EXCESSIVE OF DECK AT PIPE CHASES, MOMENT CONN., PROVIDE ANGLES AS REQUIRED FOR SUPPORT METAL DECK METAL DECK LOADS EXCEEDING 500 POUNDS. ABOVE. CONTACT STRUCTURAL ENGINEER FOR ALL AN ADDITIONAL WEB MEMBER ANGLE L2x2x 1/4" AS SHOWN ABOVE A TOP CHORD PANEL POINT. FIELD INSTALL TO JOIST TOP CHORD AND ARE NOT LOCATED DIRECTLY SUPPORTS FOR ROOF TOP MECH'L UNITS) FRAME WHEN CONCENTRATED LOADS (SUCH AS HEADER WELD ALL AROUND. JOIST TOP AND BOTTOM CHORDS WITH 3/16" ANGLE L2x2x 1/4" AS SHOWN. FIELD WELD TO ROOF JOIST CONCENTRATED LOAD TYP 1/4"(3'-0" MAX) OPENING DIMENSIONS RE: ARCH DWGS. FOR ROOFING, INSULATION, ETC. SECTION "B-B" STEEL ROOF DECK A- A OPENING DIMENSIONS B- B NOTE: AFTER DECK OPENING IS CUT, PROVIDE UPWARD VERTICAL CLOSURE PIECE IF REQUIRED CONTINOUOS DECK SUPPORT L3x3x1/4" ANGLE CUT & REMOVE DECK AFTER FASTENING TO ALL FOUR DECK SUPPORT ANGLES L 3 1/2"x 31/2" x 1/4" ANGLE FTWO SIDES OF OPENING BEAM/JOIST SPACING MINUS 6" 0' - 5"0' - 5"3"3" 10'-0" MAX FOR BEAMS 6'-0" MAX FOR JOIST NOTES: 1. THESE DETAILS APPLY TO ALL OPENINGS WITH A DIMENSION GREATER THAN 12'. 2. THESE DETAILS APPLY TO FLOOR DRAINS, ROOF DRAINS, & OVERFLOWN DRAINS. 3. NOTE THAT ANGLE FRAME AND OPENING MAY BE REQUIRED THAT ARE NOT INDICATED ON THE STRUCTURAL DRAWINGS. 4. COORDINATE WITH ARCHITECTURAL & M.E.P. DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC... NOT INDICATED ON THE STRUCTURAL DRAWINGS. 5. THE LOCATION OF SLEEVES & OR OPENINGS SHALL BE SUBMITTED TO ASA DALLY INC. FOR REVIEW. 6. HEAVIER STRUCTURAL MEMBERS MAY BE REQUIRED FOR OPENINGS LARGER THAN INDICATED IN THIS DETAIL. STEEL ROOF DECK RE: PLAN WIDE FLANGE STEEL BEAM OR STEEL BAR JOIST (SEE PLAN) . SECTION "A-A" GRID F.F.E. RE: PLAN COMPOSITE FLOOR SLAB RE: STRUCTURAL NOTES HEADED SHEAR CONNECTORS RE: STRUCTURAL NOTES STEEL BEAM RE: PLAN STRUCTURAL NORMAL WEIGHT CONCRETE (TYPICAL) REINFORCING CHAIR, TYP 5 1 / 2 " 3 1 / 2 " 2" COMPOSITE REINFORCEMENT RE: STRUCTURAL NOTES METAL DECK RE: STRUCTURAL NOTES 3/16 TYP GRID HSS COL. W12X40 SEAT WELDED TO COLUMN AND HSS BEAM GRID ARCH FINISH L4X4X3/8" TOP WELDED TO COLUMN AND HSS BEAM HSS BEAM HSS COL. W12X40 SEAT WELDED TO COLUMN AND HSS BEAM ELEVATION SECTION NOTE: THIS DETAIL TO BE USED WHERE HSS BEAM CLEARS THE SIDE OF COLUMN. SEE ARCH GRID HSS COL. (2) 3/8" STIFF. PLATES (AT C.L. OF HSS BEAM & AT C.L. OF COLUMN) WELD CONT. TO ANGLE GRID ARCH FINISH L4X4X3/8" TOP WELDED TO COLUMN AND HSS BEAM HSS BEAM HSS COL. ELEVATION SECTION NOTE: THIS DETAIL TO BE USED WHERE HSS BEAM BUTTS INTO SIDE OF COLUMN. SEE ARCH NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:23:03 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 TYPICAL FRAMING DETAILS S6.01 AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL N.T.S.1 STANDARD BEAM CONNECTION N.T.S.2 TYPICAL BEAM TO COLUMN CONNECTION @ FLANGE & WEB 3/4" = 1'-0"14 TYPICAL MOMENT CONNECTION DETAILS 3/4" = 1'-0"3 TYPICAL SHEAR CONNECTOR DETAILS 3/4" = 1'-0"4 TYPICAL BEAM CONNECTION DETAILS 3/4" = 1'-0"5 TYPICAL BEAM CONNECTION TO HSS (TUBE) COLUMNS 3/4" = 1'-0"6 BEAM TO TUBE SHEAR CONN. DETAIL 3/4" = 1'-0"8 TYPICAL COMPOSITE GIRDER DETAIL 3/4" = 1'-0"9 TYPICAL DETAIL FOR SUPPORT OF METAL DECK AT COLUMN 3/4" = 1'-0"10 TYPICAL DETAIL - LOAD OFFSET FROM PANEL POINT 3/4" = 1'-0"12 TYPICAL OPENING AT ROOF 3/4" = 1'-0"13 TYPICAL DETAIL 3/4" = 1'-0"11 OFFSET BEAM TO COLUMN CONNECTION 2 3/4" = 1'-0"7 OFFSET BEAM TO COLUMN CONNECTION 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID GRID STEEL BEAM RE: PLAN METAL DECK RE: PLAN STEEL JOIST RE: PLAN B.O. DECK RE: PLAN 1/4"1/4" 2 1 / 2 " 1/8 2 JOIST TO BEAM METAL DECK RE: PLAN CONT HORIZONTAL BRIDGING (CROSS BRIDGING,WHERE REQUIRED) STEEL JOIST RE: PLAN RE: PLAN NOTE: ATTACH BRIDGING TO JOISTS WITH FIELD WELDS OR BOLTS AS REQUIRED TYP B.O. DECK RE: PLAN GRID METAL DECK RE: PLAN STEEL BEAM RE: PLAN NOTE: RE: PLAN FOR SLOPES SCHEDULED COLUMN RE: PLAN WORK POINT FOR SLOPE RE: PLAN B.O. DECK RE: PLAN GRID METAL DECK RE: PLAN STEEL BEAM RE: PLAN STEEL BEAM RE: PLAN NOTE: RE: PLAN FOR ROOF SLOPES SCHEDULED COLUMN RE: PLAN STEEL JOIST RE: PLAN WORK POINT FOR SLOPE RE: PLAN B.O. DECK RE: PLAN METAL RE: PLAN STEEL JOIST RE: PLAN STEEL JOIST BRIDGING RE: JOIST MANUFACTORER B.O. DECK RE: PLAN STEEL BEAM RE: PLAN CONT L3X3X1/4 3/16 2 @ 12 CONT L3X3X1/4 2 1 / 2 " B.O. DECK RE: PLAN 3/16 2 JOIST TO BM & DECK B.O. DECK RE: PLAN L3X3X1/4 @ 4'-0" OC 3/16 1 1/2 @ 12 RE: PLAN CONT L3X3X1/4 CONT L3X3X1/4 2 1 / 2 " B.O. DECK RE: PLAN 3/16 2 JOIST TO BM & DECK RE: PLAN JOIST SEAT EXTENSION CONT L3X3X1/4 2 1 / 2 " B.O. DECK RE: PLAN RE: PLAN L3X3X1/4 @ 4'-0" OC 3/16 TYP GRID METAL DECK RE:PLAN C6X8.2 @ 4'-0" OC CONT L7x4x1/4 (LLH) W/ HILTI HIT HY-70 L3X3X1/4" CONT. RE:PLAN STEEL BEAM RE: PLAN STEEL JOIST RE:PLAN L3X3X1/4 @ 4'-0" OC B.O. DECK RE: PLAN 3/16 TYP T.O. PARAPET HSS 6X2X1/4(LLH) PL7X8X3/8 W/ (2) NELSON STUDS L6X4X3/8 CONT (LLH) W/ 9/16" Ø HOLS @ 24" OC 5" 2' - 0 " CONT L5x4x1/4 (LLH) BOND BEAM T.O. CMU RE: ARCH METAL DECK ( TYPE 2) RE: PLAN CONT L3X3X1/4 5" B.O. DECK RE: PLAN 3/16 2 JOIST TO BM & DECK GRID C6X8.2 @ 4'-0" OC HSS6X2X1/4(LLH) CONT L3X3X1/4 RE:PLAN RE:PLAN L3X3X1/4 @ 4'-0" OC L3X3X1/4 @ 4'-0" OC T.O. OPENING RE: ARCH B.O. DECK RE: PLAN 3/16 TYP 3' - 1 " 2' - 0 " T.O. PARAPET HSS6X2X1/4(LLH) 3/8" BENT PLATE (GALV) L6X4X5/16 CONT (LLH) W/ 9/16" Ø HOLS @ 24" OC GRID C6X8.2 @ 4'-0" OC HSS6X2X1/2(LLH) CONT L3X3X1/4 RE:PLAN L3X3X1/4 @ 4'-0" OC T.O. OPENING RE: ARCH B.O. DECK RE: PLAN 3/16 TYP T.O. PARAPET HSS6X2X1/4(LLH) 3/8" BENT PLATE (GALV) L6X4X5/16 CONT (LLH) W/ 9/16" Ø HOLS @ 24" OC 3' - 4 " 2' - 0 " CONT L4X4X1/4 AA AB L3-1/2" X 3-1/2" X 1/4" ANGLE @ 2 SIDES OF OPENING CONT L3X3X1/4 INDICATED IN THIS DETAIL. HEAVIER STRUCTURAL MEMBERS MAY BE REQUIRED FOR OPENINGS LARGER THAN THE LOCATION OF SLEEVES AND/OR OPENINGS SHALL BE SUBMITTED TO ASA DALLY INC.FOR REVIEWNOTE THAT ANGLE FRAMES AND OPENINGS MAY BE REQUIRED THAT ARE NOT INDICATED ON THE STRUCTURAL DRAWINGS. INSERTS, ETC... NOT INDICATED ON THE STRUCTURAL DRAWINGS. COORDINATE WITH THE ARCHITECTURAL AND MEP DRAWINGS FOR SLEEVES, CURBS, NOTES: THESE DETAILS APPLY TO ALL OPENINGS WITH A DIMENSION GREATER THAN 12". THESE DETAILS APPLY TO FLOOR DRAINS, ROOF DRAINS, AND OVERFLOW DRAINS. 6. 5. 2. 1.4. 3. WIDE FLANGE STEEL BEAM OR STEEL BAR JOIST RE: PLAN FOR ROOFING, INSULATION, ETC. RE: ARCH METAL DECK RE: STRUCTURAL NOTES NOTE: AFTER DECK OPENING IS CUT, PROVIDE UPWARD VERTICAL CLOSURE PIECE (IF REQUIRED) CUT AND REMOVE DECK AFTER FASTENING TO ALL FOUR DECK SUPPORT ANGLES METAL DECK RE: PLAN AA BEAM/JOIST SPACING MINUS 6" AB 1/4 TYP ROOF DECK AND JOISTS NOT SHOWN FOR CLARITY.3/4" THICK (MIN.) CAP PLATE (TYPICAL WITH 3/8" STIFFNER PLATE EACH SIDE STABILIZER PLATE 3/4"x6"x0'-61/2" WELD AFTER ROOF DEAD LOAD IS APPLIED. JO I S T B E A R I N G E L E V A T I O N SE E R O O F F R A M I N G P L A N 1" 7 1 / 2 " 1/4 NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:23:06 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ROOF FRAMING DETAILS S6.02 AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 3/4" = 1'-0"1 TYPICAL ROOF SECTION 3/4" = 1'-0"2 TYPICAL ROOF SECTION 3/4" = 1'-0"3 TYPICAL ROOF SECTION 3/4" = 1'-0"4 TYPICAL ROOF SECTION 3/4" = 1'-0"5 ROOF SECTION 3/4" = 1'-0"6 ROOF SECTION 3/4" = 1'-0"7 SECTION 3/4" = 1'-0"8 SECTION 3/4" = 1'-0"9 SECTION 3/4" = 1'-0"11 ROOF SECTION 3/4" = 1'-0"16 ROOF SECTION 3/4" = 1'-0"10 ROOF SECTION 3/4" = 1'-0"12 ROOF SECTION 3/4" = 1'-0"13 ROOF SECTION 3/4" = 1'-0"14 ROOF SECTION 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID STEEL DECK RE: PLAN RE: PLAN RE: PLAN RE : A R C H RE : M N F R L4X4X1/4 @ 4'-0" OC CONT C6X8.4 HANGING PARTITION RE: ARCH/MNFR 3/16" TYP WOOD BLOCKING RE: ARCH L5X5X1/4 @ 4'-0" OC DRILL HOLES PER FOLDING PARTITION MNFR RECOMMENDATION GRID STEEL BEAM RE: PLAN RE: PLAN B.O. DECK RE: PLAN T.O. PARAPET RE: ARCH METAL DECK RE: PLAN CONT L4 x 3 x1/4" BEYOND SLIDING STUD CLIP STEEL JOIST RE: PLAN 8 1/4" L3X3X1/4 @ 4'-0" OC CONT. 1/4" BENT. PL. 4" GRID STEEL BEAM RE: PLAN RE: PLAN B.O. DECK RE: PLAN T.O. PARAPET RE: ARCH GRID METAL DECK RE: PLAN L3X3X1/4 @ 4'-0" OC STEEL JOIST, SEE PLAN CONT L4 x 3 x1/4" BEYOND SLIDING STUD CLIP 8 1/4" B.O. DECK RE: PLAN METAL DECK RE: PLAN CONT L4 x 3 x1/4" BEYOND T.O. PARAPET RE: PLAN STEEL JOIST BEYOND GRID CURTAINWALL SYSTEM MC 3 x 7.1 @ 3'-0" O.C. (INFILL W/ 3 5/8" MTL. STUDS) CONT. L4X3X1/4" L3X3X1/4 CLIP L3X3X1/4 @ 4'-0" OC RE: PLAN 7 1/2" L3X3X1/4 @ EA VERTICAL GRID STEEL BEAM RE: PLAN RE: PLAN B.O. DECK RE: PLAN T.O. PARAPET RE: ARCH METAL DECK RE: PLAN CONT L4 x 3 x1/4" BEYOND C6X8.2 @ 4'-0" O.C. (INFILL W/ MTL. STUDS) CONT. 1/4" BENT. PL. 4" L3X3X1/4 @ 4'-0" OC STEEL JOIST, SEE PLAN T.O. STOREFRONT RE: ARCH GALV 3/8" BENT. PL. 4" 1/2" 8 1/4" STOREFRONT, RE: ARCH L4X4X1/4 @ 4'-0" OC CONT HSS6x2x1/4" STEEL JOIST RE: PLAN STEEL DECK RE: PLAN STEEL BEAM RE: PLAN CONT L3X3X1/4 2 1 / 2 " B.O. DECK RE: PLAN 3/16 TYP T.O. STEEL RE: PLAN HSS TUBE RE: PLAN RE: ARCH EQ EQ ARCH FINISH RE: ARCH LADDER RE: ARCH HSS3X3X1/4 W/ PL 4X4X1/4" (GALV). COORD W/ LADDER SUPPLIER STEEL JOIST RE: PLAN L3X3X1/4 @ 4'-0" OC CONT L3X3X1/4 2 1 / 2 " B.O. DECK RE: PLAN HSS3X3X1/4 W/ PL 4X4X1/4" (GALV). COORD W/ LADDER SUPPLIER GRID STEEL DECK RE: PLAN GRID STEEL BEAM RE: PLAN RE: PLAN B.O. DECK RE: PLAN T.O. PARAPET RE: ARCH STEEL JOIST RE: PLAN CONT L4 x 3 x1/4" BEYOND METAL DECK 8 5/8" CONT. BOND BEAM W/ (2)-#5 BARS 8" CMU WALL CONT. BOND BEAM W/ (2)-#5 BARS CONT L7X4X3/8 (LLV) W/ 3/4" Ø EXP ANCHOR BOLTS (5" EMBED" @ 24" OC IN SLOTTED HOLES. WELD TO BEAM BOTTOM FLANGE W/ 1/4" FILLET WELD ON 2-12 PATTERN 10" CMU WALL L3X3X1/4 @ 4'-0" OC CONT L7 x 4 x 5/16" w/1/2" DIA EXP ANCHOR BOLTS @ 24" O.C. ( 4" EMBED) STEEL BEAM RE: PLAN L3X3X1/4 @ 4'-0" OC STEEL JOIST, SEE PLAN GRID RE: PLAN B.O. DECK RE: PLAN T.O. PARAPET RE: ARCH CONT L4 x 3 x1/4" BEYOND METAL DECK 8 5/8" CONT. BOND BEAM W/ (2)-#5 BARS 8" CMU WALL CONT. BOND BEAM W/ (2)-#5 BARS CONT L7X4X3/8 (LLV) W/ 3/4" Ø EXP ANCHOR BOLTS (5" EMBED" @ 24" OC IN SLOTTED HOLES. WELD TO BEAM BOTTOM FLANGE W/ 1/4" FILLET WELD ON 2-12 PATTERN 10" CMU WALL CONT L7 x 4 x 5/16" w/1/2" DIA EXP ANCHOR BOLTS @ 24" O.C. ( 4" EMBED) B.O. DECK RE: PLAN METAL DECK RE: PLAN CONT L4 x 3 x1/4" BEYOND T.O. PARAPET RE: PLAN STEEL JOIST BEYOND GRID CURTAINWALL SYSTEM MC 3 x 7.1 @ 3'-0" O.C. (INFILL W/ 3 5/8" MTL. STUDS) CONT. L3X3X1/4" L3X3X1/4 CLIP L3X3X1/4 @ 4'-0" OC RE: PLAN 11 5/8" 3/8" STIFF PLATE B.O. DECK RE: PLAN METAL DECK RE: PLAN CONT L4 x 3 x1/4" BEYOND T.O. PARAPET RE: PLAN GRID CURTAINWALL SYSTEM MC 3 x 7.1 @ 3'-0" O.C. (INFILL W/ 3 5/8" MTL. STUDS) CONT. L3X3X1/4" L3X3X1/4 CLIP RE: PLAN 11 5/8" STEEL JOIST L3X3X1/4 @ 4'-0" OC 3/8" STIFF PLATE GRID STEEL BEAM RE: PLAN RE: PLAN B.O. DECK RE: PLAN T.O. PARAPET RE: ARCH METAL DECK RE: PLAN L3X3X1/4 @ 4'-0" OC STEEL JOIST, SEE PLAN CONT L4 x 3 x1/4" BEYOND SLIDING STUD CLIP B.O. SOFFIT RE: ARCH 3/8" BENT. PL. (GALV) 4" CONT BLOCKING RE: ARCH STORE FRONT RE: ARCH RE: ARCH HSS TUBE RE: PLAN STEEL COLUMN BEYOND RE: PLAN CONT. 1/4" BENT. PL. 4" STEEL DECK RE: PLAN GRID 6" 16 GA METAL STUD WALL B.O. DECK VARIES CONT L4X3X1/4 (LLH) STEEL DECK RE: PLAN CONT L6x3 1/2x5/16 (LLV) w/ FIELD APPLIED CONT L6x3 1/2x5/16" (LLV) w/ 9/16" DIA HOLES @ 24" O.C. GRID B.O. DECK VARIES RE: PLAN 6 1/4"RE: PLAN WOOD BLOCKING C3x7.1 @ 4'-0" O.C (INFILL w/ METAL STUDS) STEEL JOIST RE: PLAN L3X3X1/4 @ 4'-0" OC L3X3X1/4 @ 4'-0" OC SEE PLAN CONT. BOND BEAM W/ (2)-#5 BARS 8" CMU WALL CONT L7X4X3/8 (LLV) W/ 3/4" Ø EXP ANCHOR BOLTS (5" EMBED" @ 24" OC IN SLOTTED HOLES. WELD TO BEAM BOTTOM FLANGE W/ 1/4" FILLET WELD ON 2-12 PATTERN METAL DECK RE: PLAN CONT L4 x 3 x1/4" BEYOND STEEL JOIST L3X3X1/4 @ 4'-0" OC T.O.S. VARIES NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:23:08 PM 3/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 ROOF FRAMING DETAILS S6.03 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 3/4" = 1'-0"7 SECTION 3/4" = 1'-0"1 SECTION 3/4" = 1'-0"2 SECTION 3/4" = 1'-0"3 SECTION 3/4" = 1'-0"6 SECTION 3/4" = 1'-0"8 ROOF SECTION 3/4" = 1'-0"4 SECTION 3/4" = 1'-0"5 SECTION 3/4" = 1'-0"9 SECTION 3/4" = 1'-0"10 SECTION 3/4" = 1'-0"11 SECTION 3/4" = 1'-0"12 SECTION 3/4" = 1'-0"13 SECTION 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 321 4 876 9 5 10 DETAIL AT STAIR HANGER 131211 14 A A 3/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0" NOTE: THIS DETAIL IS TO BE USED ONLY IF INTERSECTING SUPPORT WALLS EXCEED A SPACING OF 36 TIMES THE NOMINAL WALL THICKNESS. L3x3x1/4 CONTINUOUS BETWEEN JOISTS (SHOP PRIME) BRACE L3x3x3/16 (SHOP PRIME) @ 5'-0" O.C. MAXIMUM. 30° MIN. 45° MAX. FINISH CEILING 3/16 2" MINIMUM TYPICAL L3x3x1/4 (SHOP PRIME) L5x3x1/4x0'-6" (LLV) (SHOP PRIME) WELD TO ANGLE. WALL THICKNESS MINIMUM CLIP L3x3x1/4x0'-4" AT EACH BRACE (SHOP PRIME) WELD TO L3x3 CROSS MEMBER. TYPICAL 2" MINIMUM3/16 3" M I N . (SHOP PRIME) BETWEEN JOISTS L3x3x1/4 CONTINUOUS CL E A R MI N I M U M SEE "TYPICAL DETAIL STIFFENING OF STEEL JOIST FOR CONCENTRATED LOADS" FOR ANGLE SIZE. 4 1/2" 6' - 0 " M A X I M U M IF D I S T A N C E I S G R E A T E R , CO N T A C T E N G I N E E R F O R IN S T R U C T I O N S . 3/16 2" MINIMUM 3/16 2" MINIMUM COORDINATE WITH ARCHITECTURAL DRAWINGS. 16 " N O M I N A L NO M I N A L D E P T H #3 AT 16"O.C. NOMINAL SCHEDULED CLEAR SPAN REINFORCING REQUIREMENTS IN NOMINAL LINTEL SECTION 4x8 6x8 6x16 8x8 8x16 10x8 10x16 12x8 12x16 3-4 1-#3 1-#3 2-#3 2-#3 4-0 1-#3 1-#4 2-#3 2-#3 2-#4 4-8 1-#4 1-#4 2-#4 2-#4 2-#4 5-4 1-#4 2-#4 2-#4 2-#4 2-#5 6-0 2-#4 1-#4 2-#4 2-#3 2-#5 2-#4 2-#5 2-#4 2-#3 6-8 N/A 1-#5 2-#4 N/A 2-#4 2-#4 7-4 1-#5 N/A 2-#4 2-#4 2-#5 8-0 1-#6 2-#4 2-#5 2-#5 8-8 1-#6 2-#5 2-#5 2-#6 9-4 1-#7 2-#5 2-#6 2-#6N/A N/A N/A N/A N/A 1-#3 TYPE A TYPE B TYPE C #3 AT 24" 8" N O M I N A L GROUT FILL 16 " N O M I N A L 3 (MINIMUM). 1 1 / 2 " C L E A R 1-#5 N/A 2-#6 N/A NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS. 2. PROVIDE 1" OF BEARING AT EACH JAMB FOR EACH FOOT OF CLEAR SPAN BUT NOT LESS THAN 7 5/8". REINFORCEMENT SHALL PROJECT A MINIMUM OF 6" ONTO THE BEARING. 3. MINIMUM MASONRY COMPRESSIVE STRENGTH OF GROUTED PRISM f'm=1500 psi. 4. LINTELS SCHEDULED AS 16" HIGH MAY BE EITHER TYPE "B" OR TYPE "C" AS DETAILED BELOW. 5. PRECAST CONCRETE LINTELS AS SHOWN MAY BE USED WITH ARCHITECT'S APPROVAL. MINIMUM f'c = 3000 psi. NOMINAL NOMINAL NOMINAL WIDTH SCHEDULED WIDTH SCHEDULED WIDTH WIDTH SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE FULL MORTAR BED. FULL MORTAR BED. GROUT FILL GROUT FILL SAME SCHEDULED REINFORCING AT TOP AND BOTTOM. NOTES: 1. DEFINITIONS: "H" CLEAR WALL HEIGHT, FEET, BETWEEN CONNECTIONS TO STRUCTURE. "U.R." UNREINFORCED WALL (NO VERTICAL REINFORCEMENT IS REQUIRED, EXCEPT AS DETAILED ON DRAWINGS AT OPENINGS, ETC.). "N.A." NOT APPLICABLE, THICKER WALL REQUIRED FOR SPAN. 2. SPECIFIED REINFORCING STEEL SHALL BE PLACED IN CENTER OF WALL. (Fy=60 ksi) 3. SEE GENERAL NOTES AND SPECIFICATIONS FOR HORIZONTAL REINFORCING REQUIREMENTS. 4. THIS TABLE SHALL ONLY BE USED FOR VERTICALLY SPANNING C.M.U. WALLS. 5. SEE TYPICAL DETAILS FOR BRACING REQUIREMENTS AT THE TOP/ENDS OF THE WALL AND DOWELS TO THE STRUCTURE. REINFORCING STEEL SHALL BE CENTERED IN THE C.M.U. WALL BY USING BAR POSITIONERS AT 8'-0" O.C. VERTICALLY. 6. SPLICING OF VERTICAL STEEL: SEE TYPICAL DETAIL FOR REQUIRED LAP SPLICE LENGTHS. 7. FOR USE WITH PORTLAND CEMENT/LIME MORTAR. <30' < H 32' 38' < H 40' 32' < H 34' 34' < H 36' 36' < H 38' -< <- - <- 24' < H 26' 26' < H 28' 28' < H 30'-< -< <- 18' < H 20' 20' < H 22' 22' < H 24' <- <- -< N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. #4 @ 8" < H 6' 10' < H 12' 12' < H 14' 14' < H 16' 16' < H 18' <- <- - <- 6' < H 8' 8' < H 10'-< < - -< HEIGHT (FEET) CLEAR WALL 8" CMU U.R. 6" CMU U.R.U.R. U.R. 10" CMU 12" CMU N.A. N.A. N.A. #4 @ 48" #4 @ 40" #4 @ 48" #5 @ 40" #5 @ 32" #5 @ 48" #6 @ 48" #6 @ 40" #5 @ 16" #4 @ 8" #5 @ 16" #7 @ 40" #7 @ 48" #6 @ 48" #5 @ 40" N.A. N.A. N.A. N.A. N.A. N.A. N.A. #4 @ 40" #4 @ 48" #4 @ 48" #4 @ 48" #4 @ 40" N.A. N.A. N.A. N.A. N.A. N.A. N.A. #5 @ 32" N.A. #6@8" #4 @ 48" #4 @ 32" N.A. N.A. N.A. 1/4" 3/16 (SHOP PRIME) TYPICAL, @ 48" MAXIMUM SPACING 3/16 6 1 / 2 " 1 1 / 2 " M I N I M U M CL E A R J O I N T 2 COMPRESSIBLE FILLER, SEE ARCHITECT'S DRAWINGS AND SPECIFICATIONS 2 L 5x3x1/4x0'-6" (LLV). 1/4"x8" BENT PLATE, LENGTH AS REQUIRED (SHOP PRIME) @ 48" MAXIMUM SPACING. SEE NOTE 2. NOTE: 1. THIS DETAIL IS TO BE USED ONLY IF INTEGRAL INTERSECTING SUPPORT WALLS AT EACH END EXCEED A SPACING OF 36 TIMES THE NOMINAL WALL THICKNESS. 2. FOR 4" PARTITIONS GREATER THAN 9'-0" TALL, REDUCE CONNECTION SPACING TO 3'-6". 3/16 2 TO P 1" C L E A R CO U R S E JO I N T COMPRESSIBLE FILLER, SEE ARCHITECT'S DRAWINGS AND SPECIFICATIONS NOTE: 1. THIS DETAIL IS TO BE USED ONLY IF INTERSECTING SUPPORT WALLS EXCEED A SPACING OF 36 TIMES THE NOMINAL WALL THICKNESS. TRIANGULAR TIE (GALVANIZED) EMBEDDED IN MORTAR JOINT. SEE SPECIFICATIONS. STRAP ANCHORS. FIELD WELD AT 32" MAXIMUM SPACING. SEE SPECIFICATIONS. 3/16 2 MINIMUM L 5x3x1/4x0'-6"(LLV) (SHOP PRIME)- WELD TO BOTTOM CHORD OF JOISTS. SEE ARCHITECTURE FOR MASONRY EXTENSION REQUIREMENTS 1" M I N I M U M CL E A R NOTE: 1. THIS DETAIL IS TO BE USED ONLY IF INTERSECTING SUPPORT WALLS EXCEED A SPACING OF 36 TIMES THE NOMINAL WALL THICKNESS. 3/43/16 1/8 1" M I N I M U M CL E A R P 3/16x3x0'-3" (SHOP PRIME) L 2 1/2x2 1/2x3/16 (SHOP PRIME) WELDED TO JOISTS 3/16 2 MINIMUM L 2 1/2x2 1/2x3/16 (SHOP PRIME) BRACE AT EACH CONNECTION SEE ARCHITECTURE FOR MASONRY EXTENSION REQUIREMENTS 3/16 2 MINIMUM L 5x3x1/4x0'-6"(LLV) (SHOP PRIME)-WELD TO ANGLE 1" MINIMUM CLEAR TOP OF WALL AT BOT OF ANGLE NOTE: 1. THIS DETAIL IS TO BE USED ONLY IF INTERSECTING SUPPORT WALLS EXCEED A SPACING OF 36 TIMES THE NOMINAL WALL THICKNESS. @ 4'-0" O.C. 4 1/2" MI N I M U M CL E A R 3" M I N . MINIMUM WALL THICKNESS TO ANGLE. (SHOP PRIME) WELD L5x3x1/4x0'-6" (LLV) L3x3x1/4 (SHOP PRIME) TYPICAL 2" MINIMUM3/16 FINISH CEILING @ JOIST PANEL POINTS (SHOP PRIME) BRACE L3x3x3/16 EXCEED A SPACING OF 36 TIMES THE NOMINAL WALL THICKNESS. THIS DETAIL IS TO BE USED ONLY IF INTERSECTING SUPPORT WALLS NOTE: SEE "TYPICAL DETAIL BEAM BOTTOM FLANGE BRACE" FOR BRACE CONN. TO JOISTS AT PANEL POINTS. CONNECT BRACES ONLY AT JOIST PANEL POINTS. 6' - 0 " M A X I M U M IF D I S T A N C E I S G R E A T E R , CO N T A C T E N G I N E E R F O R I N S T R U C T I O N S . (4'-0" MAX.) 30° MIN. 60° MAX. 60° MAX. 0° MIN. COORDINATE WITH ARCHITECTURAL DRAWINGS. 3/16 2" MINIMUM 3/4" = 1'-0" 3/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0" 3/4" = 1'-0" COMPRESSIBLE FILLER TO FOLLOW STRUCTURAL PROFILE, SEE ARCHITECT'S DRAWINGS AND SPECIFICATIONS. L5x3x1/4x0'-6" (LLV) (SHOP PRIME) AT 48" O.C. MAXIMUM ANCHORED WITH (1)-5/8" EXPANSION BOLT (MINIMIUM 2 3/4" EMBEDMENT). SEE SPECIFICATIONS. SEE NOTE 3. NOTE: 1. THIS DETAIL IS TO BE USED ONLY IF INTEGRAL INTERSECTING SUPPORT WALLS AT EACH END EXCEED A SPACING OF 36 TIMES THE NOMINAL WALL THICKNESS. 2. DO NOT USE THIS DETAIL AT POST-TENSIONED SLABS. 3. FOR 4" PARTITIONS GREATER THAN 9'-0" TALL, REDUCE CONNECTION SPACING TO 3'-6". 1" M I N I M U M 3/4" HANGER ROD MC12 STRINGER FIN. FLR CL OF COLUMN 3/4" BEARING PLATE GIRDER STIFFENER PLATES SAME THICKNESS AND MATERIAL AS FLANGE OF COLUMN (FINISH TOP OF STIFFENER PLATES) NOTE 2 PLATES SHALL BE SAME GRADE STL. AS COLUMN. PLATE THICKNESS = 0.33 x COLUMN SECTION AREA DIVIDED BY BEAM FLANGE WIDTH. CL OF COLUMN AND GIRDER WELD TO DEVELOP FORCE EQUAL TO STIFFENER AREA x 0.6 FY SECTION A-A NOTE : 1. FIT STIFFENER PLATES TIGHT TO TOP FLANGE AND STOP AT FILLET OF BOTTOM FLANGE. 2. ALL WELDS SHALL BE IN ACCORDANCE WITH AISC LRFD SPECIFICATIONS (MIN. 1/4"). SEE NOTE 3FI N I S H CO L U M N (4) 3/4" BOLTS SEE SPECIFICATIONS FOR TYPE CL OF COLUMN A 3/4" BEARING PLATE GIRDER A STIFFENER PLATES SAME THICKNESS AND MATERIAL AS FLANGE OF COLUMN (FINISH TOP OF STIFFENER PLATES) (4) 3/4" BOLTS SEE SPECIFICATIONS FOR TYPE NOTE 2 PLATES SAME AREA AND GRADE STEEL AS FLANGE OF COLUMN CL OF COLUMN AND GIRDER WELD TO DEVELOP FORCE EQUAL TO STIFFENER AREA x 0.6 FY SECTION A-A NOTE : 1. FIT STIFFENER PLATES TIGHT TO TOP FLANGE AND STOP AT FILLET OF BOTTOM FLANGE. 2. ALL WELDS SHALL BE IN ACCORDANCE WITH AISC LRFD SPECIFICATIONS (MIN. 1/4"). SEE NOTE 3 FI N I S H CO L U M N CL OF COLUMN A 3/4" BEARING PLATE A STIFFENER PLATES SAME THICKNESS AND MATERIAL AS FLANGE OF COLUMN (FINISH TOP OF STIFFENER PLATES) NOTE 2 FI N I S H CO L U M N CL OF COLUMN AND GIRDER WELD TO DEVELOP FORCE EQUAL TO STIFFENER AREA x 0.6 FY SECTION A-A NOTE : 1. FIT STIFFENER PLATES TIGHT TO TOP FLANGE AND STOP AT FILLET OF BOTTOM FLANGE. 2. ALL WELDS SHALL BE IN ACCORDANCE AISC LRFD SPECIFICATIONS (MIN. 1/4"). 3. THE MINIMUM AREA OF THE ADDED PLATES SHALL BE EQUAL TO THE OVERHANG PORTION OF THE COLUMN FLANGE AND SHALL FIT WITHIN WIDTH OF BEAM FLANGE. (4)-3/4" BOLTS. REFER TO SPECIFICATIONS FOR TYPE. (USE (2)-3/4" FOR COLUMNS LESS THAN 8" DEEP). ADD PLATES WHEN WIDTH OF COLUMN FLANGE IS MORE THAN 125% OF BEAM WIDTH. (SEE NOTE 3). PLATE SHALL BE SAME GRADE STEEL AS COLUMN. NOTE 4 1" (TYP.) 1" (TYP.) GIRDER 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"3/4" = 1'-0" CL OF COLUMN A 3/4" BEARING PLATE GIRDER A STIFFENER PLATES SAME THICKNESS AND MATERIAL AS FLANGE OF COLUMN (FINISH TOP OF STIFFENER PLATES) NOTE 2 CL OF COLUMN AND GIRDER WELD TO DEVELOP FORCE EQUAL TO STIFFENER AREA x 0.6 FY SECTION A-A NOTE : 1. FIT STIFFENER PLATES TIGHT TO TOP FLANGE AND STOP AT FILLET OF BOTTOM FLANGE. 2. ALL WELDS SHALL BE IN ACCORDANCE WITH AISC LRFD SPECIFICATIONS (MIN. 1/4"). (4)-3/4" BOLTS. REFER TO SPECIFICATIONS FOR TYPE. (USE (2)-3/4" FOR COLUMNS LESS THAN 8" DEEP) FI N I S H CO L U M N 1" (TYP) 1" (TYP.) TYPICAL DETAIL INTERIOR NON-LOAD BEARING CMU WALL TOP CONNECTION PERPENDICULAR TO STEEL JOISTS (LOW WALL) TYPICAL DETAIL INTERIOR NON-LOAD BEARING BLOCK LINTEL SCHEDULE TYPICAL DETAIL INTERIOR NON-LOADBEARING CMU WALL REINFORCEMENT SCHEDULE TYPICAL DETAIL INTERIOR NON-LOADBEARING CMU WALL TOP CONNECTION TO STEEL BEAM TYPICAL DETAIL INTERIOR NON-LOAD BEARING CMU WALL SIDE CONNECTION TO STEEL BEAM TYPICAL DETAIL INTERIOR NON-LOAD BEARING CMU WALL TOP CONNECTION PERPENDICULAR TO BAR JOISTS TYPICAL DETAIL INTERIOR NON-LOAD BEARING CMU WALL TOP CONNECTION PARALLEL TO BAR JOISTS TYPICAL DETAIL INTERIOR NON-LOAD BEARING CMU WALL TOP CONNECTION PARALLEL TO STEEL JOISTS (LOW WALL) TYPICAL DETAIL AT INTERIOR NON-LOAD BEARING CMU WALL TOP CONNECTION TO CONCRETE SLAB / DECK TYPICAL DETAIL STEEL WIDE FLANGE COLUMN TRANSFER COLUMN FLANGE NARROWER THAN GIRDER FLANGE TYPICAL DETAIL STEEL WIDE FLANGE COLUMN TRANSFER COLUMN FLANGE WIDER THAN GIRDER FLANGE TYPICAL DETAIL STEEL WIDE FLANGE COLUMN TRANSFER COLUMN FLANGE NARROWER THAN GIRDER FLANGE TYPICAL DETAIL STEEL WIDE FLANGE COLUMN TRANSFER COLUMN DEPTH GREATER THAN GIRDER FLANGE 1" PRECAST L 1" #5@16" N.A. #6@32" NEO A L IGENS O SI N EF RE AS X F T E P R TS A T E O N S E DECIL FRED DALLY 90904 11/16/2016 TEXAS REGISTERED ENGINEERING FIRM F-003426 ASA Dally S T R U C T U R A L E N G I N E E R S 9800 Richmond Avenue, Suite 460 Houston, Texas 77042 t 713 337 8881 Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: Project Name PROJECT #: 16-177-00 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Team P:\ASA Dally 2016\16-177-00 Townsen Middle School\ISSUE\Models\2016-11-16\16-177 Townsen Middle School_R15_STRUCT_11-16-16.rvt 11/16/2016 5:23:09 PM TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 STANDARD STEEL & CMU SECTIONS S6.05 AS NOTED ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID T T T B B B B B B B B B B B B B B B 12"x12"16"x12"16"x12"12"x12" T T VAV-14.01 1330 CFM VA V - 1 4 . 0 2 75 5 C F M VA V - 1 4 . 0 4 65 5 C F M VAV-2.23 400 CFM 6"øA70 CFM 6"øA25 CFM 8"øA155 CFM 8"øA160 CFM 8"øA155 CFM 6"øA95 CFM 6"øA95 CFM 10"øA230 CFM 8"øA195 CFM 10"øA230 CFM 10"øA260 CFM B 10"øA250 CFM 8"øA210 CFM 10"øA250 CFM 6"øA85 CFM 10"øA250 CFM B B VAV-2.22 900 CFM 10"øC300 CFM 10"øC300 CFM 6"øA45 CFM 12 " x 1 2 " SP ED CLERK 1021 ESL CLERK 1022 ADMIN CONF. 1007 SECRETARY/ RECEPTION 1000 OFFICE 1006 ADMIN CONF. 1008 ASSIST PRINCIPAL 1009 ATTENDANCE 1001 SECURITY 1002 PARENT RR 1003A ADMIN STORAGE 1014 ADMIN FILE 1012 ADMIN. RR − WOMEN 1024 SAC 1215 VENDING 1013 TEACHERS LOUNGE 1013 PRINCIPAL 1005 ADMIN. RR − MEN 1023 BOOK RM 1216 SECRETARY OFFICE 1004 MAIN LOBBY 1040 REGISTRAR 1020 COORIDOR 1000 AP WAITING 1010 ASSIST PRINCIPAL 1011 LOUNGE STOR 1013A AP WAITING 1015 ASSIST PRINCIPAL 1016 ASSIST PRINCIPAL 1017 PARENT WR 1003 VESTIBULE 1030 10"øA315 CFM TYP.4 26"x14" RA 26"x14" RA 10"øA260 CFM 8"x10"12"x12" 10 " x 1 0 " R A 10 " x 1 0 " R A 10 " x 1 0 " R A 10 " x 1 0 " R A 10 " x 1 0 " R A 10 " x 1 0 " R A 28"/18" 10 " x 1 0 " R A 10 " x 1 0 " R A 10 " x 1 0 " R A 6"øA45 CFM B B 10 " x 1 0 " R A 10 " x 1 0 " R A 6"øA70 CFM 6"øA70 CFM 8"øA220 CFM 6"øA40 CFM 6"øA40 CFM B 6"øA40 CFM 6"øA40 CFM 8" x 8 " R A 8" x 8 " R A 6"øC100 CFM 8"øA150 CFM TYP.2 10"øA235 CFM 6"øA95 CFM VAV-14.09 490 CFM 10"x10" RA 18 " x 1 4 " 12 " x 1 2 " VA V - 1 4 . 0 3 31 0 C F M T B B B B 16 " x 1 6 " 6"øC100 CFM 14 " x 1 2 " E A VA V - 1 4 . 0 5 26 0 C F M VA V - 1 4 . 0 6 10 4 5 C F M VA V - 1 4 . 0 7 12 1 0 C F M VA V - 1 4 . 1 0 15 9 0 C F M 14"x14" 605 CFM TYP.2 12"x10" 265 CFM TYP.4 TYP.2 12"x10" 265 CFM 12 " x 1 2 " 12 " x 1 2 " 12 " x 1 2 " 16 " x 8 " R A 14"/14"18"/14" 18 " / 1 4 " B 18 " x 1 4 " 14 " x 1 2 " 10"ø 260 CFM TYP.3 10"ø 260 CFM TYP.3 VA V - 1 4 . 0 8 63 0 C F M 16"x12" 36"/14" 20 " / 1 4 " C11 EA BH CA EB BI BF A1 A2 A4 A6 AC AD AF AG AH AI A8 A9 A15 A16 DC DA D5 BG C12 DB AE AA A3 A5 A7 A10 A11 A12 A13A14 A17 D4 KEY PLAN A B C D E F G KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Carlo\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Carlo.rvt 11/16/2016 8:48:24 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 MECHANICAL PLAN - Area A M2.01A ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 Mechanical Plan - Area A 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID B B 6"øC100 CFM 6"øC100 CFM 26 " x 1 4 " R A 26"x14" RA 26"x14" RA 26"x14" RA 26"x14" RA 26"x14" RA 26 " x 1 4 " R A 26"x14" RA 26"x14" RA 26"x14" RA 26"x14" RA 26"x14" RA M3.01 5 M3.01 6 VAV-13.01 800 CFM VAV-13.02 975 CFM VAV-13.09 875 CFM VAV-13.07 1000 CFM VAV-13.08 1130 CFM VAV-12.07 1080 CFM VAV-12.09 875 CFM VAV-12.10 1305 CFM VAV-12.11 240 CFM VAV-12.12 1375 CFM VAV-12.02 915 CFM VAV-12.13 1800 CFM VAV-12.14 550 CFM 12"øC400 CFM 28 " x 1 6 " E A 14 " x 1 4 " E A T T T T T 10"øA225 CFM TYP.4 VAV-13.03 975 CFM 10"øA225 CFM TYP.4 VAV-13.04 975 CFM 10"øA225 CFM TYP.4 VAV-13.05 975 CFM 10"øA225 CFM TYP.4 VAV-13.06 900 CFM 10"øA225 CFM TYP.4 T T 10"øA270 CFM TYP.4 16"x12" 16"x12" 16"x12" 16"x12" 16"x12" 16"x12" 16"x12" T T T T T 16"x12" 16"x12" 16"x12" 12 " x 1 2 " 6"øA75 CFM 6"øC100 CFM26"x14" RA 26"x14" RA12 " x 1 2 " 26"x14" RA 6"øA30 CFM 10"øA225 CFM TYP.4 T 10"øA250 CFM TYP.4 VAV-12.01 1100 CFM VAV-12.03 900 CFM 16"x12" 10"øA225 CFM TYP.4 VAV-12.04 900 CFM 10"øA225 CFM TYP.4 VAV-12.05 900 CFM 10"øA225 CFM TYP.4 VAV-12.06 915 CFM 10"øA225 CFM TYP.4 12"x12" EA12"x12" EA ? EF-8 ? EF-9 12"x12" EA12"x12" EA 26 " x 1 4 " R A 18 " x 1 4 " 12"øA350 CFM TYP.3 12"øC385 CFM 12"øC385 CFM TYP.3 10"øC340 CFM 10"øC340 CFM 12"øC385 CFM TYP.3 12"øC385 CFM TYP.3 B CLASSROOM 1637 IDF 1630F TEACHER RR 1601A TEACHER RR 1631A MECH 1630C IDF 1600F TEACHER STOR 1632 TEACHER WORKROOM 1631 CLASSROOM 1634 CLASSROOM 1638FLEX 1630 FLEX 1600 SCIENCE LAB 1625 CLASSROOM 1607 CLASSROOM 1608 CLASSROOM 1604 CLASSROOM 1605 CLASSROOM 1606 ART STUDIO 1610 CLASSROOM 1639 CLASSROOM 1633 KEYBOARDING STOR 1640A NEIGH. STOR 1630E PREP 1650A NEIGH. STOR 1600E SCIENCE LAB 1655 ART STOR 1610A SCIENCE LAB 1620 SKILLS SPCT 1602 TEACHER WORKROOM 1601 CLASSROOM 1603 PREP 1620A CLASSROOM 1609 GIRL’S RR 1630ABOY’S RR 1600A CLASSROOM 1636 NEIGH. STOR 1630D NEIGH. STOR 1600D SCIENCE LAB 1650 COORIDOR 1600 KEYBOARDING 1640 CLASSROOM 163512"x10" 240 CFM 12"x10" 240 CFM 12"x10" 360 CFM 12"x10" 360 CFM 10"øA240 CFM 10"øA240 CFM VAV-13.10 1245 CFM VAV-13.11 240 CFM VAV-13.12 1315 CFM 12"x10"16"x12"20"x14" 8"ø 200 CFM TYP.3 18 " x 1 4 " 18 " x 1 4 " 18 " x 1 4 " 6"øA35 CFM6"øA35 CFM 10"øA320 CFM TYP.3 10"øA320 CFM TYP.3 T26"x14" RA 10"øA270 CFM TYP.4 16"x12" 16"x12" 16"x12" VAV-12.08 1950 CFM 14"x12"14"x12" 36"/14" 60"/16" RA 60 " x 1 6 " R A ACU-6B T T T T 22 " x 1 6 " E A 6"øA25 CFM 6"øA100 CFM 10"øA230 CFM 8"øA145 CFM 6"øA115 CFM 8"øA150 CFM 6"øA80 CFM B B B B 12"øA350 CFM TYP.3 26"x14" RA 26"x14" RA 26"x14" RA 26"x14" RA B B B B B B B B B B B B B B 6"øA75 CFM 6"øA70 CFM B B B B B 12"øC400 CFM? ACU-5B 26"x14" RA 28"x14" ? AHU-12 46"/22" PROVIDE 24"X18" RUSKIN ELF375X EXHAUST LOUVER AT APPROXIMATE LOCATION SHOWN PROVIDE 24"X18" RUSKIN ELF375X EXHAUST LOUVER AT APPROXIMATE LOCATION SHOWN 20 " x 1 4 " E A 12 " / 1 4 " E A VA V - 1 3 . 1 3 42 0 C F M 52 " / 1 6 " 52"/16" 10"øG275 CFM 10"ø 365 CFM 10"øA340 CFM TYP.4 12"øA350 CFM TYP.3 22"x16" 8"øA200 CFM TYP.4 38 " / 1 8 " 30 " / 1 8 " 24 " / 1 8 " 20 " / 1 6 " 16 " / 1 4 " 22 " / 1 6 " 18 " / 1 6 " 30 " / 1 6 " 34 " / 1 6 " 46 " / 1 6 " 36"/14" B9 EA BH B4 B5 B10 B11 E2 BI BF BE BD BB BA B2 B12B3 D6 D7 D10 E5 D9 D8 D12 BG BC E4 E6E3E1 A18 B1 B6 B7 B8 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Carlo\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Carlo.rvt 11/16/2016 8:48:32 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 MECHANICAL PLAN - Area B M2.01B ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 Mechanical Plan - Area B 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID T T T T B B B B B B B 10"øG275 CFM TYP.4 10"øA240 CFM T 12"øC400 CFM 6"øC80 CFM VA V - 1 . 0 7 10 0 0 C F M VA V - 1 . 0 8 11 3 0 C F M VA V - 1 . 0 9 87 0 C F M VA V - 1 . 0 6 10 1 0 C F M VA V - 1 . 0 5 90 0 C F M VA V - 1 . 0 4 90 0 C F M VA V - 1 . 0 3 90 0 C F M VA V - 1 . 0 2 97 5 C F M T 16"/14"20"/16"30"/18"38"/18" 18"x14" B B B B B B B B B T 6"øC100 CFM 6"øA25 CFM B T T T T T T VAV-1.11 240 CFM ACU-1B 16 " x 1 2 " 16 " x 1 2 " 16 " x 1 2 " 16 " x 1 2 " 16 " x 1 2 " 16 " x 1 2 " 12"x12" 6"øA30 CFM T T T T T T 6"øA30 CFM 12"øA350 CFM TYP.3 12"øA350 CFM TYP.3 10"øA225 CFM TYP.4 10"øA225 CFM TYP.4 10"øA225 CFM TYP.4 10"øA225 CFM TYP.4 10"øA250 CFM B B VAV-1.13 370 CFM 16"/12" 14 " x 1 2 " T 8"øA150 CFM 6"øA115 CFM B 10"øA320 CFM TYP.3 6"øA90 CFM B T VA V - 1 . 1 2 13 6 0 C F M B 12"x10" 240 CFM VA V - 2 . 0 7 10 4 0 C F M VA V - 2 . 1 0 14 1 0 C F M VA V - 2 . 0 9 63 5 C F M VA V - 2 . 0 6 90 0 C F M VA V - 2 . 0 5 90 0 C F M VA V - 2 . 0 4 90 0 C F M VA V - 2 . 0 3 90 0 C F M VA V - 2 . 0 2 97 5 C F M VAV-2.11 240 CFM VAV-2.13 550 CFM VA V - 2 . 1 2 14 8 0 C F M 12"x12" 12"x10" 240 CFM 6"øA70 CFM 6"øA70 CFM 10"øA250 CFM TYP.4 12"x10" 360 CFM 12"x10" 360 CFM 8"ø 200 CFM TYP.3 8"ø 200 CFM TYP.3 8"ø 200 CFM TYP.3 10"øA225 CFM TYP.4 10"øA225 CFM TYP.4 10"øA225 CFM TYP.4 10"øA225 CFM TYP.4 10"øA225 CFM TYP.4 10"øA260 CFM TYP.4 12"øA350 CFM TYP.3 12"øA350 CFM 10"øA320 CFM TYP.3 6"øA35 CFM 6"øA25 CFM 8"øA130 CFM 10"øA250 CFM6"øA75 CFM 6"øA30 CFM VA V - 2 . 0 8 19 5 0 C F M 8"øA145 CFM VA V - 1 . 1 0 12 9 0 C F M VAV-2.14 1800 CFM 12"x12" 20 " x 1 4 " 16 " x 1 2 " 12 " x 1 0 " 26"/18" 38 " / 1 8 " 18"/16"30"/16"34"/16"46"/18" 46 " / 1 8 " 22"x16" EA 22"x16" EA 26"x14" RA 26 " x 1 4 " R A 26 " x 1 4 " R A 26 " x 1 4 " R A 26 " x 1 4 " R A 26 " x 1 4 " R A 26 " x 1 4 " R A 26"x14" RA 26 " x 1 4 " R A 26 " x 1 4 " R A 26 " x 1 4 " R A 26 " x 1 4 " R A 26 " x 1 4 " R A 26 " x 1 4 " R A 26 " x 1 4 " R A M3.01 1 M3.01 2 20"x14" EA 28"x16" EA 12"øC400 CFM 26 " x 1 4 " R A VA V - 1 . 0 1 10 0 0 C F M 10"øA225 CFM TYP.4 10"øA270 CFM TYP.4 10"ø 365 CFM TYP.2 12"/14" EA 16 " x 1 2 " 16 " x 1 2 " 16 " x 1 2 " 16 " x 1 2 " 16 " x 1 2 " EF-5 EF-4 1 1/4"HWR 1 1/4"HWS 6"øA75 CFM 12"øC385 CFM TYP.3 10"øC340 CFM 12"øC385 CFM TYP.3 12"øC385 CFM 10"øC340 CFM 12"øC385 CFM TYP.3 26"x14" RA 22"x16" 22 " x 1 6 " 3"CHR 3"CHS ACU-2B T B B 26 " x 1 4 " R A 26 " x 1 4 " R A 18"x14" 18"x14"18"x14" 26 " x 1 4 " R A 26 " x 1 4 " R A B 10"x10" RA 10"x10" RA 10"x10" RA 8"x8" RA 1" H W S 1" H W R 1" H W S 1" H W R 1" H W S 1" H W R 1" H W S 1" H W R 1" H W S 1" H W R 1 1 / 4 " H W S 1 1 / 4 " H W R 8"x8" RA 10"x10" RA MDF 1730F CLASSROOM 1709 IDF 1700F JAN 1700B TEACHER RR 1701A TEACHER WORKROOM 1701 MECH 1700C TEACHER RR 1731ANEIGH. STOR 1730D SCIENCE LAB 1725 ART STOR 1710A ART STUDIO 1710 FLEX 1700 MECH 1730C FLEX 1730 CLASSROOM 1738 CLASSROOM 1737 CLASSROOM 1736 CLASSROOM 1735 CLASSROOM 1734 CLASSROOM 1704 CLASSROOM 1705 CLASSROOM 1706 CLASSROOM 1708 CLASSROOM 1739 NEIGH. STOR 1700E PREP 1750ANEIGH. STOR 1730E SKILLS SPCT 1732 TEACHER STOR 1702 CLASSROOM 1703 KEYBOARDING STOR 1640B PREP 1720A SCIENCE LAB 1720 BOY’S RR 1700A GIRL’S RR 1730A CLASSROOM 1707 CLASSROOM 1733 NEIGH. STOR 1700D SCIENCE LAB 1750 KEYBOARDING 1740 SCIENCE LAB 1755 COORIDOR 3030 B B B B TT T T 6"øA25 CFM 6"øC100 CFM VA V - 2 . 0 1 10 0 0 C F M 10"øA340 CFM TYP.6 PROVIDE 24"X18" RUSKIN ELF375X EXHAUST LOUVER AT APPROXIMATE LOCATION SHOWN PROVIDE 24"X18" RUSKIN ELF375X EXHAUST LOUVER AT APPROXIMATE LOCATION SHOWN 38 " / 1 8 " 10"øA240 CFM CD CG CJ C1 C2 C4 C5 C6 C8 C10 C11 CB CC CI CH CA A1 CF C3 C12C9C7 CE KEY PLAN A B C D E F G KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Carlo\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Carlo.rvt 11/16/2016 8:48:39 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 MECHANICAL PLAN - Area C M2.01C ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 Mechanical Plan - Area C 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 1 1 / 2 " H W R 4" C H S 4" C H R T T T T T T T T T T T T B B B B B B B B B B B B B B B B B B B B B B B B 10"øA225 CFM TYP.4 BVAV-2.23 400 CFM VAV-2.20 900 CFM VAV-2.19 900 CFM VAV-2.18 900 CFM VAV-3.18 0 CFM VAV-3.19 0 CFM VAV-3.16 900 CFM VAV-3.17 440 CFM VA V - 2 . 1 5 20 4 0 C F M VAV-12.20 715 CFM VA V - 1 2 . 1 9 77 5 C F M 6"øA70 CFM 6"øA25 CFM 8"øA155 CFM 8"øA160 CFM 8"øA155 CFM T B VAV-2.22900 CFM B 16"x12" 38"/18" 16"x12" 10"øA340 CFM TYP.6 10"øA235 CFM TYP.2 10"øA225 CFM TYP.4 ACU-1B VA V - 2 . 1 7 10 6 0 C F M B 6"øC100 CFM T 10"øA240 CFM 6"øA100 CFM 6"øA100 CFM B B 10"øA225 CFM TYP.4 16"x12" 16"x12" B 10"ø 255 CFM TYP.3 10"ø 255 CFM TYP.3 VA V - 2 . 2 1 15 3 0 C F M VAV-2.16 840 CFM 8"ø 210 CFM TYP.4 6"ø 60 CFM 6"ø 60 CFM 10"øA225 CFM TYP.4 16"x12" 16"x12" 28 " / 1 8 " 10"øA225 CFM M3.01 1 M3.01 2 M3.01 6 26"x14" RA 26"x14" RA 26"x14" RA 36 " x 1 4 " R A 26 " x 1 4 " R A 26"x14" RA 26"x14" RA 26"x14" RA 26"x14" RA 12"x12" 16"x12" 8" x 8 " R A 16"x12" 8"x10" 6"øA65 CFM 8"øA200 CFM TYP.4 ACU-2B T MDF 1730F STRUCTURED LEARNING CENTER 1203 RTI OFFICE 1207 RTI OFFICE 1208 SP. ED. COUNS. 1202 SPEECH 1113 STRUCTURED LEARNING CENTER 1205 IDF 1700F WORK ROOM 1201B RESOURCE ROOM 1204 CLINIC RR 1100A NURSE’S STOR 1100D IDF 1110A CORRIDOR 1203C LAUNDRY 1203A COUNS 1116 COUNS 1114 DIAG 1112NURSE’S OFFICE 1100C DIAG 1111 RTI CLASSRM 1212 RTI CLASSRM 1213 DYSLEXIA 1214 SAC 1215 RESOURCE ROOM 1211 SMALL CONF 1209 ADAPTIVE BEHAVIOR 1206 CLINIC 1100 COUNS 1115 RR 1203B LIBRARY STORAGE 1201C BOOK RM 1216 COUNS/DIAG WAIT 1110 MAIN LOBBY 1040 REGISTRAR 1020 ISOLATION 1100B LOUNGE STOR 1013A AP WAITING 1015 ASSIST PRINCIPAL 1016 ASSIST PRINCIPAL 1017 LIBRARY 1201 COORIDOR 1200 MAKER SPACE 1201A COMPUTER LAB 1210 12 " x 1 2 " 12 " x 1 2 " VAV-3.15 900 CFM 10"øA260 CFM 8"x10"12"x12"26"/22" 60 " x 1 6 " R A 14"x14" 430 CFM 26"/16" 20"/16"38"/18"18"/12" 26 " / 1 6 " 26 " x 1 4 " R A 26 " x 1 4 " R A 36 " x 1 4 " R A 42 " x 1 8 " R A 42 " x 1 8 " R A 42 " x 1 8 " R A 10"x10" RA 8"øA195 CFM TYP.4 8"øA130 CFM 6"øA30 CFM 8"øA200 CFM TYP.2 8"øA155 CFM 6"øA25 CFM 6"øA100 CFM 10"øA250 CFM 6"øA100 CFM 8"øA135 CFM 8"øA135 CFM 6"øA30 CFM 12 " x 1 0 " R A 12 " x 1 0 " R A 12 " x 1 2 " 12 " x 1 0 " R A 12 " x 1 0 " R A 12 " x 1 0 " R A 12 " x 1 0 " R A 12 " x 1 0 " R A 8"øC150 CFM 8"øA220 CFM B B 8"øA150 CFM 6"øA100 CFM 10"øA225 CFM TYP.4 14"x14" 430 CFM HWC-3 3"CHR 12"x10" 265 CFM TYP.4 18 " x 1 4 " 14 " x 1 2 " 10"ø 260 CFM TYP.3 10"ø 260 CFM TYP.3 18 " x 1 4 " 16 " x 1 2 " 6"øA25 CFM 6"øA80 CFM T 6"CHS 4"CHS 4"CHS4"CHR 4"CHS 4"CHR ? ACU-7B B 6"øA75 CFM 6"øA80 CFM 6"øA100 CFM 6"øA100 CFM T T T 14"/14" 38 " / 1 8 " T 16"x12" VAV-2.24 1560 CFM 20 " / 1 4 " 28"/18" CD CG C11 CB CC CH GC GA EA B4 B5 CA EB D2 D1 BI B2A1 F4 F7 A2 A4 A6 F3 F8 F9 EK EJ EI EH EG EF EE B3 D6 D7 D10 AH AI A8 A9 D3 A15 DC DD DE DF CF ED DA D5 D9 DJ F1 F2 D8 D12 EC C12 DG CE DB A5 A7 A10 A12 A13 B1 DH GB D4 DI F5 F6 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Carlo\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Carlo.rvt 11/16/2016 8:48:47 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 MECHANICAL PLAN - Area D M2.01D ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 Mechanical Plan - Area D 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID B B B B B B B B B B B B B B B VA V - 1 1 . 0 7 0 C F M VA V - 1 1 . 0 9 0 C F M VA V - 1 1 . 0 2 0 C F M VA V - 1 1 . 0 1 0 C F M VA V - 1 1 . 0 5 0 C F M VA V - 1 1 . 0 4 0 C F M VAV-12.15 2120 CFM 10"øC300 CFM 10"øC300 CFM 6"øC75 CFM 6"øA60 CFM 10"øA230 CFM TYP.4 10"øG250 CFM 10"øG250 CFM 10"øG250 CFM M3.01 5 M3.01 6 M3.01 7 12"øC400 CFM B COUNS 1117 MUSIC OFFICE 1521 C−PRAC 1520A C−PRAC 1520B C−PRAC 1520C D OFFICE 1511 MUSIC LIB 1521A B−PRAC 1540E B−PRAC 1540D B−PRAC 1540B B−PRAC 1540C LOCKER 1432 FOOD RR 1433 SECURE ROOM 1120.1 DRAMA STAGE 1018 JAN 1434 EQUIP STOR 1523 UNIFORM STOR 1522 COUNS STOR 1118 INSTRUMENT STORAGE 1554COUNS 1119 ENSEMBLE 1530 COUNS 1116 UNIFORM STOR 1553 DRESSING 1501 BAND HALL 2 1550 JAN 1500A COUNS 1115 SERVING 1420 BOILER 1535 MUSIC LIB 1551A MUSIC OFFICE 1551 COORIDOR 3192 COUNS CONF 1121 GIRL’S RR 1500B BOY’S RR 1500C STAGE STORAGE 1410A TESTING COORD 1120 CHORAL ROOM 1520 EQUIP STOR 1552 TEACHING THEATER 1230 BAND HALL 1 1540 CAFETERIA 1400 12"x12" ACU-6B T TTTTT T 8"øA200 CFM TYP.5 16"x12"12"x12" 26 " x 1 4 " R A 8" x 8 " R A 8" x 8 " R A 8" x 8 " R A 8" x 8 " R A 8" x 8 " R A B−PRAC 1540A 6"øA75 CFM 8"øA160 CFM 20"x16"18"x14" 20"x16" 12"x12" TTT VA V - 1 1 . 0 3 60 0 C F M 12"x12" T 36 " x 1 4 " R A 6"øA30 CFM 6"øA30 CFM 8"øA140 CFM 26 " x 1 4 " R A 6"øA30 CFM 10"øA230 CFM TYP.2 B 12 " x 1 0 " R A 12 " x 1 0 " R A 12 " x 1 0 " R A 12"x10" RA 12 " x 1 0 " R A VA V - 1 2 . 1 8 74 5 C F M VA V - 1 2 . 1 7 76 0 C F M 20 " x 1 4 " 18"x16" 18 " x 1 4 " 8" x 8 " R A 8" x 8 " R A 8" x 8 " R A 8"øA140 CFM 8" x 8 " R A 6"øA95 CFM VA V - 1 1 . 1 0 20 0 C F M VAV-11.06 1000 CFM 6"øA115 CFM B 20"x14"16"x14"14 " x 1 4 " 6"øA25 CFM 6"øA40 CFM 6"øA80 CFM 6"øA25 CFM 8"øA135 CFM 10"øA295 CFM TYP.6 10"øA280 CFM TYP.8 10"øA305 CFM TYP.6 T 8"øA220 CFM 8" x 8 " R A 8" x 8 " R A 8"ø 265 CFM TYP.8 18"x18" 14 " x 1 4 " T 6"øA25 CFM 6"øA25 CFM 6"6" 6"6"6"6" 6"6" 8"8" 6"6" CHS/R LATERNALS 9FT ABOVE GRADE , SUPPORT PER 22/M5.01 ON INTERVALS SHOWN. TYPICAL.TRANSITION 10"CHS/R MAIN DOWN FROM 12FT AFF TO 10FT ABOVE GRADE. SLEEVE AND SEAL WALL PENETRATION PER DETAIL 7/M5.01 CHS/R MAINS 10FT ABOVE GRADE , SUPPORT PER 22/M5.01 ON INTERVALS SHOWN. CH-3 PCHP-3 CH-4 CH-1CH-2 PCHP-4 PCHP-2 PCHP-1 PRIMARY CHILLED WATER PUMP INSTALLED INSIDE CHILLLER FRAME. REFERENCE CHILLER & PUMP SCHEDULES ON SHEET M4.00 6"øC80 CFM 6"øC100 CFM 6"øC105 CFM B 6"øA50 CFM 12"øA390 CFM TYP.8 36 " ø 20"ø 20"ø 16 " ø 22 " ø 26 " ø 24 " ø 28 " ø 32 " ø B B B B B B B B 8"øA150 CFM B 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM 14"ø 665 CFM B 6"øA95 CFM 12"øC400 CFM HWC-3 3"CHR 3"CHS 4"CHR 4"CHS 4"CHR 4"CHS 4"CHS 4"CHR 4"CHS 4"CHR 8"CHR 8"CHS 28"x28"18"/16" 24 " / 1 6 " 18"/16" 18"/16" 10"x10" EA 42"x36" 42"x36" 42"x36" 42"x36" 42"x36" RA 42"x36" RA 42"x36" RA 42"x36" RA 34"x34" 40"x40" BOTTOM OF R/A BOOT TO BE INSTALLED 6" ABOVE CEILING BOTTOM OF R/A BOOT TO BE INSTALLED 6" ABOVE CEILING 6"øA75 CFM 6"øA80 CFM 6"øA80 CFM 8"øA205 CFM 6"øA100 CFM 6"øA100 CFM 8"øA190 CFM T VA V - 1 2 . 1 6 20 5 C F M 12"x12"8"x10"12 " x 1 0 " R A 38"x14" RA 24"/16" 46"/22" 14 " ø 14"ø 14 " x 1 4 " 19"x10" 10"x17" 10"x17" 19 " x 1 0 " 19 " x 1 0 " 22 " x 1 0 " B9 GA EA B10 B11 EB E2 BI B12 EK EJ EI EH EG EF EE G14G11 G8G5 G6 G2 G3 G4 E12E11E10E5 DC CF ED EC E4 E6 E8E3E1 G7 B6 B7 B8 E7 G10 G13 GB G12G9 E9 G1 KEY PLAN A B C D E F G KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Carlo\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Carlo.rvt 11/16/2016 8:48:56 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 MECHANICAL PLAN - Area E M2.01E ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 Mechanical Plan - Area E 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID B B B 6"øC100 CFM 6"øC100 CFM VAV-3.07 1050 CFM VAV-3.10 1305 CFM VAV-3.08 1950 CFM VAV-3.09 635 CFM VAV-3.06 900 CFM VAV-3.05 900 CFM VAV-3.04 900 CFM VAV-3.03 900 CFM VAV-3.02 915 CFM VA V - 3 . 1 1 24 0 C F M VA V - 3 . 1 4 55 0 C F M VAV-3.12 1520 CFM 10"øA270 CFM 10"øA225 CFM 10"øA225 CFM 10"øA225 CFM 10"øA225 CFM 10"øA225 CFM 10"øA250 CFM 8"øA125 CFM 8"øA180 CFM 6"øA100 CFM 26 " x 1 4 " R A 26"x14" RA 26"x14" RA 26"x14" RA 26"x14" RA 26"x14" RA 26"x14" RA 26 " x 1 4 " R A 26"x14" RA 26"x14" RA 26"x14" RA 26"x14" RA 26"x14" RA VAV-4.08 1130 CFM VAV-4.07 1000 CFM VAV-4.09 860 CFM VAV-4.06 900 CFM VAV-4.10 1245 CFM VAV-4.05 900 CFM VAV-4.04 840 CFM VAV-4.03 840 CFM VA V - 4 . 1 1 24 0 C F M VAV-4.12 1315 CFM VAV-4.02 915 CFM VAV-4.01 1000 CFM M3.01 3 M3.01 4 26"x14" RA 12"øC400 CFM 12"øC400 CFM VAV-4.13 420 CFM T T T T T T T T T T T T T 14 " x 1 4 " E A 22 " x 1 6 " E A 20 " x 1 4 " E A 10"ø 365 CFM TYP.2 EF-7EF-6 16"x12" 16"x12" 16"x12" 16"x12" 16"x12" 16"x12" 12 " x 1 2 " 12 " x 1 2 " 16"x12" 16"x12" 16"x12" 16"x12" 16"x12" 16"x12" VAV-3.01 1000 CFM 26"x14" RA 16"x12" 28 " x 1 6 " E A 26"x14" RA T 10"øA225 CFM TYP.4 10"øA225 CFM TYP.4 10"øA225 CFM TYP.4 10"øA225 CFM TYP.4 10"øA225 CFM TYP.4 12"øA350 CFM TYP.3 12"øA350 CFM TYP.3 10"øA240 CFM 12"øA350 CFM TYP.3 10"øA240 CFM 12"øA350 CFM TYP.3 IDF 1830F TEACHER STOR 1802 IDF 1800F JAN 1800B MECH 1800C TEACHER WORKROOM 1801 TEACHER RR 1801A TEACHER RR 1831A TEACHER WORKROOM 1831SKILLS SPCT 1832 SCIENCE LAB 1825 FLEX 1800 CLASSROOM 1803 CLASSROOM 1804 CLASSROOM 1805 CLASSROOM 1806 CLASSROOM 1807 FLEX 1830CLASSROOM 1838 CLASSROOM 1837 CLASSROOM 1836 CLASSROOM 1835 CLASSROOM 1834 CLASSROOM 1839 CLASSROOM 1808 SCIENCE LAB 1855 PREP 1850A ART STOR 1810A COMPUTER LAB STOR 1840B NEIGH. STOR 1830E NEIGH. STOR 1800E SCIENCE LAB 1820 PREP 1820A CLASSROOM 1833 ART STUDIO 1810 MECH 1830C GIRL’S RR 1830A BOY’S RR 1800A NEIGH. STOR 1830D NEIGH. STOR 1800D SCIENCE LAB 1850 COORIDOR 1830 CAFETERIA VESTIBULE 1400 HEALTH 1809 COMPUTER LAB 1840 KILN ROOM 1610K 6"øA25 CFM ACU-3B T ACU-4B T 44 " / 2 0 " 18 " x 1 4 " 12 " x 1 2 " 18 " x 1 4 " 18 " x 1 4 " 12 " x 1 2 " 18 " x 1 4 " 12"øC385 CFM TYP.3 10"øC340 CFM 12"øC385 CFM TYP.3 10"øA280 CFM TYP.3 10"øA280 CFM TYP.3 22"x16" 16"x12" 14"x12"14"x12" 6"øA80 CFM 6"øA90 CFM B B B B B B B B 6"øA70 CFM 6"øA70 CFM 2 2 " x 1 6 " E A 8"ø 180 CFM TYP.3 20"x14"16"x12" 8"ø 180 CFM TYP.3 8"øA150 CFM 12"x10" 400 CFM 12"x10" 400 CFM 8" x 8 " R A 10 " x 1 0 " R A 10 " x 1 0 " R A 12 " x 1 0 " R A 6"øA25 CFM ? AHU-3 ? AHU-4 ? AHU-5 10"øA340 CFM TYP.6 6"øC100 CFM B B B B B B B B BB B B 6"øA30 CFM B B B B B ? HWC-1 ? AHU-5 PROVIDE 24"X18" RUSKIN ELF375X EXHAUST LOUVER AT APPROXIMATE LOCATION SHOWN PROVIDE 24"X18" RUSKIN ELF375X EXHAUST LOUVER AT APPROXIMATE LOCATION SHOWN 10"øG275 CFM TYP.4 16"/12" B 12 " / 1 4 " E A 12"øC385 CFM TYP.3 10"øC340 CFM 12"øC385 CFM TYP.3 10"øA225 CFM TYP.4 46"/16" 46 " / 1 6 " 34 " / 1 6 " 30 " / 1 6 " 22 " / 1 6 " 18 " / 1 6 " 16 " / 1 4 " 20 " / 1 6 " 24 " / 1 8 " 30 " / 1 8 " 38 " / 1 8 " 38"/18" FM GP FL FJ FD FF FH FI GN GM GK GI FC GF D2 F4 F7F3 F8 F9 F10 D6 D7 D10 G2A8D3 D5 D9 F1 F2 E1A10 GH GL GO G1 GJ D4 FE FG FK F11 FBFA F5 F6 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Carlo\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Carlo.rvt 11/16/2016 8:49:03 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 MECHANICAL PLAN - Area F M2.01F ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 Mechanical Plan - Area F 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID T T T T T B B VAV-9.13 1220 CFM VAV-9.12 1380 CFM VAV-9.11 0 CFM VA V - 9 . 0 1 46 0 C F M 10"øA270 CFM TYP.4 B 14 " x 1 4 " E A 14 " x 1 4 " E A --- - 10"øC250 CFM TYP.2 10"øC300 CFM TYP.2 VA V - 9 . 1 0 11 4 0 C F M 16 " x 1 2 " 10"øA260 CFM TYP.4 VAV-9.09 420 CFM VA V - 9 . 0 8 13 6 0 C F M 10"øA255 CFM TYP.4 16 " x 1 2 " 6"øA40 CFM 6"øA50 CFM 8"øA175 CFM TYP.2 6"øA20 CFM VA V - 9 . 0 7 76 0 C F M 6"øA60 CFM 10"øA275 CFM 6"øA30 CFM 10"øA260 CFM TYP.3 VAV-9.04 1330 CFM 6"øA60 CFM 10"øA250 CFM TYP.3 8"øA130 CFM 8"øA200 CFM 6"øA75 CFM 6"øA75 CFM 6"øA110 CFM 8"ø 140 CFM TYP.4 16 " x 1 2 " 16"x12" 16"x12" 16 " x 1 2 " 22"/14" 14"/14" 10"øC300 CFM 10"øC300 CFM 10"øC300 CFM 10"øC300 CFM 10"øC250 CFM 10"øC250 CFM 8"øA130 CFM VA V - 9 . 0 5 72 5 C F M 10"øC320 CFM TYP.2 20"x14" EA14"x14" EA 16 " x 1 2 " VAV-9.03 1330 CFM 12"x12" EA VA V - 9 . 0 2 23 6 0 C F M 38"x14" RA WOMEN’S RR 1300B MENS RR 1300A COACHES’ OFFICE 1304 STAIR 1610G CONCESSION 1300C LAUNDRY 3045 BOYS ATHLETIC STORAGE 1310B GIRL’S PE STORAGE 3039 BOY’S PE STORAGE 3041 MDF 1331A BOYS ATHLETIC LOCKER 1306 BOY’S TOILET 1306A GYMNASIUM 1310 LOBBY 1300 BOYS PE LOCKER 1305 COACHES’ LOCKER 3044A COACHES’ RR 3044 GIRLS ATHLETICS STOR 1310A TECHNICAL SPECIALIST OFFICE 1331 PRACTICE GYM 1320 TOOL STOR 1342A GENERAL STOR 1342B LOTC 1340 TECH ED 1341 TECH ED LAB 1342 GYM STOR 3038 WEIGHT ROOM 1330 GIRL’S ATHLETIC LOCKERS 3044C GIRL’S COACHES’ OFFICE 3044B GIRL’S PE LOCKERS 3044E COACHES’ LOCKERS 3044F 36"x14" RA 36"x14" RA 20 " x 1 4 " 18 " x 1 4 " 20 " x 1 4 " 10"øA285 CFM TYP.4 8"øA200 CFM TYP.6 10"øA270 CFM 8" x 8 " R A 8" x 8 " R A 8" x 8 " R A B B B 6"øA30 CFM B 8"øA135 CFM 8"ø 70 CFM 8"ø 70 CFM 8"ø 70 CFM 12"øC345 CFM TYP.3 8"ø 100 CFM 6"øA65 CFM 10"øA265 CFM 6"øA50 CFM B B 12 " x 1 2 " 16"x16"24"x16" B B B B B B B 8"øA125 CFM TYP.2 8"øA125 CFM TYP.2 12"x10" 10"øA295 CFM TYP.8 12 " x 8 " R A 28 " x 1 8 " R A 28 " x 1 8 " R A 8"ø 140 CFM 8"ø 140 CFM 8"ø 90 CFM 6"øC100 CFM 6"øC80 CFM 8"ø 130 CFM 42 " / 2 4 " T ? ACU-8B 16 " x 1 2 " 34 " ø 24"ø 32"ø 24 " ø 24 " ø DUCT SOCK WITH INTERNAL HOOP SYSTEM DUCT SOCK WITH INTERNAL HOOP SYSTEM GP GN GM GK GI FC GF GD GC GA G14G11G8G5G6G2G3G4E12E11E10E5 DJ G15E4E6E8E3 G7 E7 G10 G13 GB GH GL GO G12G9E9G1 GJ GE KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Carlo\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Carlo.rvt 11/16/2016 8:49:10 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 MECHANICAL PLAN - Area G M2.01G ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 Mechanical Plan - Area G 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID KSF-5 KEF-5 KSF-2 KSF-4 KEF-4 KEF-2 KSF-1 KSF-3 KEF-3 ERV-1 ERV-3 ERV-5 ERV-8 ERV-9 ACU-1A ERV-2 ERV-4 ERV-6 ERV-7 ACU-6A ACU-5A EF-3 EF-2 EF-1 ACU-2B ACU-3A ACU-4A - --- KEF-1 KEF-10 AHU-10 AHU-9 SF-2 SF-1 SF-3 AHU-11 ACU-7A KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Carlo\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Carlo.rvt 11/16/2016 8:49:11 PM 1" = 20'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 Roof Mechanical Plan M2.02 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID KEY PLAN A B C D E F G KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Carlo\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Carlo.rvt 11/16/2016 8:49:17 PM 1/4" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 Enlarged Mechanical Plans M3.01 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/4" = 1'-0"1 Level 1 Mechanical Plan - Callout 1 SCALE: 1/4" = 1'-0"2 Level 1 Mechanical Plan - Callout 2 SCALE: 1/4" = 1'-0"3 Level 1 Mechanical Plan - Callout 3 SCALE: 1/4" = 1'-0"4 Level 1 Mechanical Plan - Callout 4 SCALE: 1/4" = 1'-0"5 Mechanical Room 1630C SCALE: 1/4" = 1'-0"6 Mechanical Room 1600C SCALE: 1/4" = 1'-0"7 Level 1 Mechanical Plan - Callout 7 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 11.16.2016 11.16.2016 RC RC RCRC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC 2B 2B MS MS 2B 2B MS MS 2B MS 2B 1K 1K MS 2B 2B MS 2B MS MS MS MS MS MS MS MS MS MS MS MS MS 2B MS RC 2B 2B RC JJ C8 C10 C11 EA BH CA EB BI BF A1 A2 A4 A6 AC AD AF AG AH AI A8 A9 A15 A16 DC DA D5 BG C12C9 DB AE AA A3 A5 A7 A10A11 A12 A13A14 A17 D4 FX F FF HSX HSHSHSHSHSHSHSHSHSHSHSHSHS F F F K8 K10X K6X A AX A A A A AX A A A AAX AX AAX AX AX A A AX A A AX AX AX AX AX A AX AX AX A AX AAX AX AX AX A AX K4 K4X K4 K4X K4 K11 K11 DX D DX DX D DX B BX B B BX B B BX BX B BX B BXBXBB AX A AA AA AA A M12X M12 M12 M12 M12 M12 M12 M12 M12X M12 M12 M12 M12 M12 M12 M12 M12X M12 M12 M12 K4X K4 K4 SP ED CLERK 1021 ESL CLERK 1022 ADMIN CONF. 1007 SECRETARY/ RECEPTION 1000 OFFICE 1006ADMIN CONF. 1008 ASSIST PRINCIPAL 1009 ATTENDANCE 1001 SECURITY 1002 PARENT RR 1003A ADMIN STORAGE 1014 ADMIN FILE 1012 ADMIN. RR − WOMEN 1024 SAC 1215 VENDING 1013 TEACHERS LOUNGE 1013 PRINCIPAL 1005 ADMIN. RR − MEN 1023 BOOK RM 1216 SECRETARY OFFICE 1004 MAIN LOBBY 1040 REGISTRAR 1020 COORIDOR 1000 AP WAITING 1010ASSIST PRINCIPAL 1011 LOUNGE STOR 1013A AP WAITING 1015 ASSIST PRINCIPAL 1016 ASSIST PRINCIPAL 1017 PARENT WR 1003 VESTIBULE 1030 HA-2 HA-2 HA - 2 HA-2 HA-2 HA - 2 HA-2 HA-2 HA-2 HA-1 HA - 2 HA - 2 HA- 2 HA- 2 HA- 2 HA - 2 HA - 2 HA-2 HA-2 HA - 2 HA - 2 HA-2 HA-2 HA - 2 HA-5 DISPLAY CASE LIGHTS SHALL BE OFF WITH CORRIDOR LIGHTS KEY PLAN A B C D E F G KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Stanton_Draft_01\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Connor.rvt 11/16/2016 8:47:13 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 LIGHTING PLAN - Area A EL-2.01A ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 - Lighting Plan - Area A 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID DWDW RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RCRC PC PC PC PC MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS PC PC PC PC 2B 4B 4B 4B 4B 4B 4B 4B 4B 4B 1B 1B MS MS MS MS MS 4B 4B MS 1B 1B MS MS MS 1K 1K RC 1B 1B 4B 4B 4B 4B 2B 2B MS MS M S 1K1K 1K MS 4B 4B 4B 4B 4B 4B 4 B 4B 1B 2B RC 1B 1B RC MS RC B9 EA BH B4 B5 B10 B11 E-2 E2 BI BF BE BD BB BA B2 B12B3 D6 D7 D10 E5 D9 D8 D12 BG BC E4 E6E3E1 A18 B1 B6 B7 B8 F F F F FX FX FFX F FFX F FX FX HS HS F FFF F F K9XK9X CX LA XA CPA XCA HA DA LA2 CPA2 A A A AX A A A A AX A AAA A A A AX A A A A A AA A AX A A AX A A A A A A A A AX A A A A A A A A AX A A A A A A AX A A A A AX A A A A A A A AX A A A A A A A AX AX A A A AA A A A A A A A AX A A A A A AAX A A A A AX A A A A AX A A A AX A A AAXA A AX A A AX A A A A A A A A AX A AAXA A AX A AX A A A AA CX C L L L L LX L LX LLAX D2 D2 D2 D2X D2 D2 D2X D2 D2 D2 D2 D2 D2 D2 D2X D2 D2 D2 D2 D2 D2 D2 D2X D2 D2X D2 D2X D2 D2 D2 D2 D2 D2X D2 D2 D2 D2 D2 D2 D2 DX D D DX D K7 K14 K4 D2 D2 D2X D2D2D2XD2D2 D2 D2D2D2D2D2 D2XD2 D2D2 D2XD2 D2 D2X D2 D2 D2 D2 D2XD2 D2D2 D2 D2D2D2D2D2D2D2 DXD D DX D K7 K14 K4 C CX D2X D2 D2 C C CX C C C C CXC C C C CX C CX A AX A M12 M12X M12 M12 M12 M12 M12 M12X M12 CX C CX C K4 K4 K4 CLASSROOM 1637 IDF 1630F JAN 1600B TEACHER RR 1601A MECH 1600C TEACHER RR 1631A MECH 1630C IDF 1600F TEACHER STOR 1632 TEACHER WORKROOM 1631 CLASSROOM 1634 CLASSROOM 1638 FLEX 1630 FLEX 1600 SCIENCE LAB 1625 CLASSROOM 1607 CLASSROOM 1608 CLASSROOM 1604 CLASSROOM 1605 CLASSROOM 1606 ART STUDIO 1610 CLASSROOM 1639 CLASSROOM 1633 KEYBOARDING STOR 1640A NEIGH. STOR 1630E PREP 1650A NEIGH. STOR 1600E SCIENCE LAB 1655 ART STOR 1610A SCIENCE LAB 1620 SKILLS SPCT 1602 TEACHER WORKROOM 1601 CLASSROOM 1603 PREP 1620A CLASSROOM 1609 GIRL’S RR 1630ABOY’S RR 1600A CLASSROOM 1636 NEIGH. STOR 1630DNEIGH. STOR 1600D SCIENCE LAB 1650 COORIDOR 1600 KEYBOARDING 1640 CLASSROOM 1635 LA-75 HA-7 HA-8 HA-7 HA - 7 HA - 7 HA - 7 HA - 7 HA - 7 HA-7 HA-7 HA - 7 HA-7 HA - 8 HA-8 HA-8 HA - 8 HA - 8 HA - 8 HA - 8 HA-10 HA - 8 HA - 1 2 HA - 1 2 HA - 1 1 HA-12 HA - 1 2 HA-12 HA-12 HA - 1 2 HA - 1 2 HA - 1 1 HA - 1 1 HA - 1 1 HA - 1 1 HA-11 HA-11 HA - 1 1 HA-12 HA-11 HA-11 HA - 1 1 HA-14 HA-15 HA-16 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Stanton_Draft_01\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Connor.rvt 11/16/2016 8:47:20 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 LIGHTING PLAN - Area B EL-2.01B ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 - Lighting Plan - Area B 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID DW DW RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC 1K 1K MS 4B 4B 1B 1B 4B 4B 4B 4B 4B 4B 4B 1B 2B MS MS 4B 2B 2B 4B 4B 4B MS 4B 4B 4B 4B 4B 4B 4B 2B MS 1B 1B 4B4B 4B 4B 4B 4B 1B 1B 4B MS MS MS MS MSMS MS MS MS MSMS MS MSMS MS MSMSMS MS MS MS MS MS MS MSMSMS MS MS MS MS MS MS MS RC MS PC PC PC PC PC PC PC PC MS MS MS 2B 2B 1B 1B RC MS MS PC PC CD CG CJ C1 C2 C4 C5 C6 C8 C10 C11 CB CC CI CH CA A1 CF C3 C12C9C7 CE F F FFFF F F FX FX F FFX FFXFFXFX F F F F F F F F K9X CX CPB2LB2 LB XB CPBHB XCB K9X CX C K9 K14 K14K9 CX C CXC C C C CX A AX A AX A A A AX A A A AA AX A A AAA A AX A A AA AX A A AAA A AX A AAA AX AX A A A A A A A A A AX A A A AX A A A A AX A A A A AAA A A A AX A A A AX A A AX A A AX A A A AA AX A A A A A A AX A A A A AX A A A A A AX AX A AX A A A A A AX A A A A A AX A AX A A A A A A A A A A AX A A A A A A A A A A A A A A AX A A AX A A A D2 D2 D2 D2X D2 D2 D2 D2 D2D2X D2 D2 D2X D2 D2 D2 D2X D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2X D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2X D2 D2 D2 D2 D2 D2X D2D2 D2X D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2X D2 D2X D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 DX D D DX D D DX D DX D A A C C C C C K4X K4 CX C C CX K4 MDF 1730F CLASSROOM 1709 IDF 1700F JAN 1700B TEACHER RR 1701A TEACHER WORKROOM 1701 MECH 1700C TEACHER RR 1731A NEIGH. STOR 1730D SCIENCE LAB 1725 ART STOR 1710A ART STUDIO 1710 FLEX 1700 MECH 1730C FLEX 1730 CLASSROOM 1738 CLASSROOM 1737 CLASSROOM 1736 CLASSROOM 1735 CLASSROOM 1734 CLASSROOM 1704 CLASSROOM 1705 CLASSROOM 1706 CLASSROOM 1708 CLASSROOM 1739 NEIGH. STOR 1700E PREP 1750A NEIGH. STOR 1730E SKILLS SPCT 1732 TEACHER STOR 1702 CLASSROOM 1703 KEYBOARDING STOR 1640B PREP 1720A SCIENCE LAB 1720 BOY’S RR 1700A GIRL’S RR 1730A CLASSROOM 1707 CLASSROOM 1733 NEIGH. STOR 1700D SCIENCE LAB 1750 KEYBOARDING 1740 SCIENCE LAB 1755 COORIDOR 3030 CX C C CX HB - 3 HB-3 HB-3 HB-3 HB - 3 HB-3 HB-3 HB-1 HB-1 HB-1 HB-1 HB - 1 HB - 1 HB-1 HB-1 HB - 3 HB - 3 HB-3 HB-1 HB-11 HB-5 HB-13 HB-8 HB - 8 HB-8 HB-8 HB-8 HB-7 HB-7 HB-7 HB - 8 HB-8 HB-8 HB - 8 HB - 8 HB-7 HB - 7 HB - 7 HB-7 HB-7 HB-7 HB - 7 HB-9 HB - 1 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Stanton_Draft_01\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Connor.rvt 11/16/2016 8:47:26 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 LIGHTING PLAN - Area C EL-2.01C ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 - Lighting Plan - Area C 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID RC RC RC RC RC RC RC RC RCRC RC RC RC RCRC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC MS 4B 4B 4B 4B 4B 4B 4B 2B MS 4B 4B 4B 2B MS MS MS MS MS MS MS MS MS MS MS MS MS MS 4B 2B 1B PC RC MS MS 2B 2B 2B MS 2B MS MS 2B MS MS MS MS MS MS MS 2B 2B 2B MS MS MS MS MS MS RC 4B 4B 4B PC 2B 3B RC JJ CD CG C11 CB CC CH GC GA EA B4 B5 CA EB D2 D1 BI B2A1 F4 F7 A2 A4 A6 F3 F8 F9 EK EJ EI EH EG EF EE B3 D6 D7 D10 AH AI A8 A9 D3 A15 DC DD DE DF CF ED DA D5 D9 DJ F1 F2 D8 D12 EC C12 DG CE DB A5 A7 A10 A12 A13 B1 DH GB D4 DI F5 F6 FX F F F F F F F FF F C C C C A AX AX A AX AX AAX AX A AAX A A A A A A A AAA AX AX AX AX A A A A AX A A A A A A A A AX A A A A AX A AX AX A AAX AAX A A A A AX A A AX A A A A A A A A AX A A AX A A A A AX A A A AAX AX AAX AX AX A A A A A A AAA AX A A A AXAX AX AX A AX AX AX A AX A B BX A A A A AX A A A A AX AAA A K4 K4X K4 K4X K4 K4X K4 K4X K4 K4X K4 K4X K4X K4X K4X D D K4X K4 K4X K4 K4X K4X K4X K4X K4X K4X K4X K4X AX A AX A D2X D2 D2 D2X D2 D2 D2X D2 D2 D2X D2 D2X D2 D2D2XD2D2D2XD2D2 D2X D2 D2X D2 B C C A AX A M12X M12 M12 M12 M12X M12 M12 M12 M12 M12 M12 M12 K4 K4 K4 K4 K8X D DX D2 D2 D2X K4X K4X K4K4 K4 K4 K4XK4 K4 K4X Q20 Q20X Q20 Q20 K11 MDF 1730F STRUCTURED LEARNING CENTER 1203 RTI OFFICE 1207RTI OFFICE 1208 SP. ED. COUNS. 1202 SPEECH 1113 STRUCTURED LEARNING CENTER 1205 IDF 1700F WORK ROOM 1201B RESOURCE ROOM 1204 CLINIC RR 1100A NURSE’S STOR 1100D IDF 1110A CORRIDOR 1203C LAUNDRY 1203A COUNS 1116 COUNS 1114 DIAG 1112NURSE’S OFFICE 1100C DIAG 1111 RTI CLASSRM 1212 RTI CLASSRM 1213 DYSLEXIA 1214 SAC 1215 RESOURCE ROOM 1211 SMALL CONF 1209 ADAPTIVE BEHAVIOR 1206 CLINIC 1100 COUNS 1115 BOY’S RR 1700A RR 1203B LIBRARY STORAGE 1201C BOOK RM 1216 COUNS/DIAG WAIT 1110 MAIN LOBBY 1040 REGISTRAR 1020 ISOLATION 1100B LOUNGE STOR 1013A AP WAITING 1015 ASSIST PRINCIPAL 1016 ASSIST PRINCIPAL 1017 LIBRARY 1201 COORIDOR 1200 MAKER SPACE 1201A COMPUTER LAB 1210 Q20XQ20Q20 HC-10 HC-10 HC-10 HC - 1 0 HC - 1 0 HC - 1 0 HC - 1 0 HC-10 HC-10 HC-10 HC - 1 0 HC-11 HC - 1 1 HC - 1 1 HC - 1 1 K4X HB-17 HB-10 HB - 1 0 HB - 1 0 HB - 1 0 HA-2 HA - 2 HA - 2 HA-2 HA-8 HA - 1 1 HA - 1 3 HA-13 HA - 1 3 HA - 1 3 HA-13 HA - 1 3 HA - 1 3 HA - 1 3 HA-13 HA-13 HA-13 HA-13 DISPLAY CASE LIGHTS SHALL BE OFF WITH CORRIDOR LIGHTS KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Stanton_Draft_01\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Connor.rvt 11/16/2016 8:47:32 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 LIGHTING PLAN - Area D EL-2.01D ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 - Lighting Plan - Area D 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID RC RC RC RC RC RC RC RC MS MS MS MS MS RC RC RC RC RC RC 2B 2B M S MS 2K 2B 2B 2B 2B 2B MS MS MS MS MS 2B MSMS RC MS MS 4B 4B 2B 1K MS RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC 2B 1B 1B 1B 1B MS MS MS MS MS M S MS MS 4B 4B 4B 4B MS M S M S MS M S M S 2B MS 2B M S MS M S 1B 1B MS MS 1B MS MS MS 1K RC RC MS MS 3B 1B 1B 3B 4B4B4B RC RC RC MS MS RC 3D RC 3 3 RC RC MS MS MS RC MS RC RC B9 GA EA B10 B11 E-2 EB E2 BI B12 EK EJ EI EH EG EF EE G14G11 G8G5 G6 G2 G3 G4 E12E11E10E5 DC CF ED EC E4 E6 E8E3E1 G7 B6 B7 B8 E7 G10 G13 GB G12G9 E9 G1 FF HX F F FX F FFF2X FX LK HM LM CPM XK XM K4X K4X K4X K4X K4X K4X K4X K4X AX A AX A A A A AX A AXA AX A A A A A AX BX B B A AX A AX AX A A A A AA AX A AX A AXAA A AX A AX A A A A A AX AA A A A A AX A A A A A AX A A A A A A AX A A A A A A AX A A A A A A A AX AX K4X K4X CD K4 D K4 BX AX A A A A A A A AA DX D2X D2 D2 D2X D2 D2 D2X D2 D2 D2X D2 D2 D2X DX DX AX A A A A A AX C CK4 K4 K4 D2D2 AX AX A A A A A AX A D2 DX DX D DX D DX D DX D K11 K11 D2 AA A AX K4 K4 K4 K4 K4 K4 K4X K4 K4X K4 K4 K4 K4 K4 K4 Q4 Q4 Q4 Q4 Q4 Q4 Q4 Q4 Q4 Q4 Q4 Q4 Q4 Q4 Q4 Q4 Q4 Q4 Q4 Q4 Q4 Q4 Q4 K4 K4X K4 K4X M6X M6 M6 M6 M6 M6 M6 M6 M6 M6 M6X M6 M6X M6 M6 M6 M6 M6 M6 M6 M6M6 M6 M6 M6 M6 M6X M6 M6 M6 M6X M6 M6X M6 M6 M6 M6X M6 M6X M6 M6 M6 M6X M6 M6 M6M6 M6 M6 M6M6 M6 M6 M6M6 M6 M6 M6M6 M6 M6 M6M6 M6 M6 M12M12M12M12M12 M12X M12 M12X M12 M12 M12 M12 M12 M12X M12 M12X M12 M12 M12 M12 M12 M12X M12 M12X M12 M12 M12 M12 M12 M12X M12 M12X M12 M12 M12 M12 A LKBLKA A AAX K4 K4 K4 K4 K4 K4X K4 K4X K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4X K4 K4 K4X K4 K4 K4 K4 K4 K4 K4 A AX M6M6 M6 M6 M6 C CX C CX CX CX C CX C C C CX C A COUNS 1117 MUSIC OFFICE 1521 C−PRAC 1520A C−PRAC 1520B C−PRAC 1520C D OFFICE 1511 MUSIC LIB 1521A B−PRAC 1540EB−PRAC 1540D B−PRAC 1540A B−PRAC 1540B B−PRAC 1540C LOCKER 1432 FOOD RR 1433 SECURE ROOM 1120.1 DRAMA STAGE 1018 JAN 1434 EQUIP STOR 1523 UNIFORM STOR 1522 COUNS STOR 1118 INSTRUMENT STORAGE 1554 TEACHER WORKROOM 1631 COUNS 1119 ENSEMBLE 1530 UNIFORM STOR 1553 DRESSING 1501 BAND HALL 2 1550 JAN 1500A COUNS 1115 SERVING 1420 BOILER 1535 MUSIC LIB 1551A MUSIC OFFICE 1551 COORIDOR 3192 COUNS CONF 1121 GIRL’S RR 1500B BOY’S RR 1500C STAGE STORAGE 1410A TESTING COORD 1120 CHORAL ROOM 1520 EQUIP STOR 1552 TEACHING THEATER 1230 BAND HALL 1 1540 CAFETERIA 1400 D Q4 K6 K6 D DX D DX C C K4 K4 K4 K4 K4 K4 K4 K4 K4 B BX HM-6 HM-6 HM - 6 HM-6 HM-6 HM - 6 HM - 6 HM-13 HM-14 HM-6 HM-6 CX HM-6 HM-13 HM-13 HM-13 HM-13 HM-13 HM-13 HM-16 HM - 1 5 TH4 TH4 TH4 TH4 DX D D DX DD TH5TH5 LM-31 LM-31 HM-15 WIRE DOWNLIGHTS AND TRACK CIRCUITS TO SEPERATE DIMMER SWITCHES HM - 1 5 HM - 1 5 HM-15 C CX CX C VANITY LIGHT AROUND MIRROR, REF ARCH FOR LAYOUT. HM-6 HM-13 HM-13 HM-13 HM-13 HM-13 HM-14 ALL FIXTURES IN CAFETERIA AND SURROUNDING CORRIDORS SHALL BE DIMMABLE AND ALSO CONTROLLED BY THE THEATRICAL LIGHTING SYSTEM. HM-20 HM-22 M6X HM-18 HM-23 HM-24 HD-38 CX C C C AX HM-25 HM-25 HA-13 HA-13 HA-13 HA-13 HA-13 HA - 1 3 HA-13 HA-13 HM - 1 5 MSB CX C HM-26 HM-26 HM - 2 6 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Stanton_Draft_01\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Connor.rvt 11/16/2016 8:47:40 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 LIGHTING PLAN - Area E EL-2.01E ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 - Lighting Plan - Area E 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID DW DW RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC MS RC RC 4B 4B 4B 4B 4B 4B 4B 2B 2B MS 1B1B 4B 4B 4B 4B 4B 4B 4B 4B 4B 4B 2B 2B 4B 4B 4B 4 B 2B 2B MS MS PC PC PC PC MS MS MS RCRC MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS 1K1K MS MS 1B 1B 1B 1B 4B 4B 4B 4B 2B 1B MS MS MS MS MS MS MS MS MS 1B 1B MS MS MS MS MS MS MS MS MS MS MS 4B MS PC PC PC RC RC PC PC PC PC PC FM GP FL FJ F-A FD FF FH FI GN GM GK GI FC GF E-2D2 F4 F7F3 F8 F9 F10 D6 D7 D10 G2A8D3 D5 D9 F1 F2 E1A10 GH GL GO G1 GJ D4 FE FG FK F11 FBFA F5 F6 F F F F F F FX FX F FFX FFX F FX F F F F F F F F CX K9 C C CX C C C HC CPC XCC LC XC DC K14 K9 LC2 CPC2 K9X CX C K9 K14 CX AX C CX A A A AX A AX A A AX A A A A A A A A AX A A AX A A A A A A A A AX A A AA A AX A A A A A AX A A A A A AX A AAA A AX A A A A A AX A A A A AX A A A A A A A A AX A A AX AX A A AA A A AX A A A A A AX A A AX A A A A A A A A AX A A AX A A A A A A A AAXA A A A A A A A AX AA AX A A D2 D2 D2X D2 D2 D2 D2 D2 D2X D2 D2 D2 D2D2X D2D2 D2D2X D2D2 D2D2X D2D2 D2D2X D2D2 D2D2 D2D2 D2 D2 D2 D2X D2 D2 D2 D2 D2 D2 D2X D2 D2 D DX D DX DX D D DX D D2 D2 D2 D2 D2X D2 D2 D2 D2 D2 D2X D2 D2 D2X D2 D2 D2 D2 D2 D2 D2 D2X D2 D2 D2 D2X D2 D2 D2 D2X D2 D2 D2 D2 D2 D2 D2D2D2D2 D2 D2D2D2 L LX L L L LX L L L A K4 K4X K4X K4 K4X K4 K4X K4 K4X K4 K4X K4 K4X D2 D2X A A A A AX A A A A A A A A AX A A A A D K4 K4 K4 LE C CX C CX C C CX C C CX C CX C K4 K4 IDF 1830F TEACHER STOR 1802 IDF 1800F JAN 1800B MECH 1800C TEACHER WORKROOM 1801 TEACHER RR 1801ATEACHER RR 1831A TEACHER WORKROOM 1831SKILLS SPCT 1832 SCIENCE LAB 1825 FLEX 1800 CLASSROOM 1803 CLASSROOM 1804 CLASSROOM 1805 CLASSROOM 1806 CLASSROOM 1807 FLEX 1830CLASSROOM 1838 CLASSROOM 1837 CLASSROOM 1836 CLASSROOM 1835 CLASSROOM 1834 CLASSROOM 1839 CLASSROOM 1808 SCIENCE LAB 1855 PREP 1850A ART STOR 1810A COMPUTER LAB STOR 1840B NEIGH. STOR 1830E NEIGH. STOR 1800E SCIENCE LAB 1820 PREP 1820A CLASSROOM 1833 ART STUDIO 1810 MECH 1830C GIRL’S RR 1830A BOY’S RR 1800A NEIGH. STOR 1830D NEIGH. STOR 1800D SCIENCE LAB 1850 COORIDOR 1830 CAFETERIA VESTIBULE 1400 HEALTH 1809 COMPUTER LAB 1840 KILN ROOM 1610K HC - 1 HC - 1 HC - 1 HC-1 HC-1 HC - 1 HC-1 HC - 1 HC-1 HC - 1 HC - 1 HC - 3 HC - 3 HC - 3 HC-3 HC-3 HC - 3 HC-3 HC - 3 HC-3 HC-3 HC-3 HC-3 LE-10 HC - 4 HC - 4 HC-4 HC - 4 HC - 4 HC - 4 HC - 4 HC-4 HC - 4 HC - 5 HC - 5 HC - 5 HC-4 HC - 5 HC - 5 HC-5 HC-6 HC-8 HC-7 HC-9 HC-12 K4 HC-19 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Stanton_Draft_01\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Connor.rvt 11/16/2016 8:47:46 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 LIGHTING PLAN - Area F EL-2.01F ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 - Lighting Plan - Area F 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID RC 3 3 4 RC RC RC 2B 1K 1K 2B 2B 2B 1B 2B RC RC MS MS 1B 1BRCRC MS MS MSMS MS RC 2BMSMS RC RC RC RCRC MS MS RC MS MS MS MS RC RC RC RC RC RC RC RC RC RC RC MS MS MS RC RC RC RC RC RC RC GP GN GM GK GI FC GF GD GC GA G14G11 G8G5 G6 G2 G3 G4 E12E11E10E5 DJ G15 E4 E6 E8E3 G7 E7 G10 G13 GB GH GL GO G12G9 E9G1 GJ GE F F FF FX F F F F2X F F F2X F F2X F FFF F F EP-2.01M 2 EP-2.01M 3 CX CX CX AA A A A A A A A A AX A AX A A A A A AX A A A A A A A A A AX A A A A A NX N NX N N N N N NX N NX N N N N N NX N NX N N N N N N N N N N N NX N NX N NX N N N N N C C C C CX C CCXC C C C A A AX A A A A A NX N NX NN N N N A A A A AX A AX A A A A A A A A A AX A AX A A A A A AX A AX WOMEN’S RR 1300B MENS RR 1300A COACHES’ OFFICE 1304 STAIR 1610G CONCESSION 1300C LAUNDRY 3045 BOYS ATHLETIC STORAGE 1310B GIRL’S PE STORAGE 3039 BOY’S PE STORAGE 3041 MDF 1331A BOY’S TOILET 1306A GYMNASIUM 1310 LOBBY 1300 BOYS PE LOCKER 1305 COACHES’ LOCKER 3044A COACHES’ RR 3044 GIRLS ATHLETICS STOR 1310A TECHNICAL SPECIALIST OFFICE 1331 PRACTICE GYM 1320 TOOL STOR 1342A GENERAL STOR 1342B LOTC 1340 TECH ED 1341 TECH ED LAB 1342 GYM STOR 3038 WEIGHT ROOM 1330 GIRL’S ATHLETIC LOCKERS 3044C GIRL’S COACHES’ OFFICE 3044B GIRL’S PE LOCKERS 3044E COACHES’ LOCKERS 3044F K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 K4 HD-38 HD-39 HD-40 HD-41 HD-39 HD-6 A A AX A A A DX D D DX DX DXD D K7 K7 K11 K11 CX CC C SD DX D2 A AX A A A AX A A S S S S S S S S D D D D D D D AX A A A A AX D2 D2X A AX A A DX D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 DX D D CXC C C C C CX C AX AX A A A AA DX DX S DX BOYS ATHLETIC LOCKER 1306 S S S S S S S S DXDD D D DX DX D D DX A A A A AX A A A A AX A AX A A A A AX AX A A AX A A HD-8 HD-14HD-14 HD-14 HD - 1 0 HD - 1 0 HD-10 HD - 8 HD-10 HD-10 HD-10 HD-10 HD-10 HD-10 HD-10 HD - 1 2 HD - 8 HD - 1 2 D2 D2X D2 HD - 1 2 HD - 1 2 AX A HD - 1 2 HD-1 2 HD-1 2 HD-1 2 HD - 1 2 HD - 1 2 HD - 1 2 HD - 1 6 HD - 1 6 HD - 1 6 AX A A AX HD-16 HD-16 LTE KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Stanton_Draft_01\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Connor.rvt 11/16/2016 8:47:53 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 LIGHTING PLAN - Area G EL-2.01G ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 - Lighting Plan - Area G 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID CD CG CJ C1 FM GP B9 C2 C4 C5 C6 C8 C10 C11 CB CC FL CI CH FJ FD FF FH FI GN GM GK GI FC GF GD GC GA EA BH B4 B5 B10 B11 CA EB E2 D2 D1 BI BF BE BD BB BA B2 A1 B12 F4 F7 A2 A4 A6 F3 F8 F9 F10 EK EJ EI EH EGEF EE B3 D6 D7 D10 AC AD AF AG AH G14G11 G8G5 G6 G2 G3 G4 E12E11 AI A8 A9 D3 A15A16 DC DD DE DF CF EDDA D5 D9 DJ F1 F2 D8 D12 BG C3 BC EC E8E1 G7 C12C9C7 DGCE DB AE AA A3 A5 A7 A10A11A12A13A14 A17 A18 B1 B6 B7 B8 DH E7 G10 G13 GB GH GL GO G12G9 E9 G1 GJ GE D4 FE FG FK F11 DI FBFA F5 F6 ? ERV-1 ? ERV-2 ? ACU-2B ? ERV-3 ? ERV-4 ? SF-1 ? ACU-3A ? ACU-4A ? AHU-9 ? AHU-10 ? KSF-5 ? KEF-5 ? KEF-10 ? KEF-2 ? KSF-2 ? KEF-4 ? KSF-4 ? KEF-3 ? KSF-3 ? KSF-1 ? KEF-1 ? EF-2 ? AHU-11 ? ERV-7 ? ERV-8 ? ACU-6A ? ERV-9 ? ACU-5A ? SF-3 ? EF-3 ? ACU-1A ? EF-1 ? ERV-5 ? ERV-6 ? SF-2 3R 3R HB-21,23,25 HB-27,29,31 HC-13,15,17 HC-14,16,18 HD-27,29,31 HD-33,35,37 3R 3R HM-17,19,21 3R HM-50,52,54 HM-44,46,48 HM-38,40,42 3R 3R 3R 3R 3R 3R HA-17,19,21 HA-18,20,22 LB-46,48 LB2-11,13 GFI, WP 3R GFI, WP GFI, WP MOUNT RECEPTACLE AT DISCONNECT, TYPICAL PROVIDE HEAVY DUTY, NEMA 3R DISCONNECT MOUNTED AT EACH ACU, ERV, AND AHU, TYPICAL. 3R3R LA-76,78 LA2-33,35 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Stanton_Draft_01\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Connor.rvt 11/16/2016 8:48:27 PM 1" = 20'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 ROOF MECH/ELEC COORDINATION PLAN EP-2.00 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1" = 20'-0"1 Roof Mech/Elec Coordination Plan 4 11.16.2016 ISSUE FOR BID FACP J C11 EA BH CA EB BI BF A1 A2 A4 A6 AC AD AF AG AH AI A8 A9 A15 A16 DC DA D5 BG C12 DB AE AA A3 A5 A7 A10A11 A12 A13A14 A17 D4 GFI GFI GFI, * GFI, * LB-21 CPB-26 LA-1 LA-2 LA-3 LA-6 LA-5 LA-4 CPA-1 LA-9 LA-10 LA-11 CPA-2 * LA-13 LA-14 CPA-4 LA-19 LA-18LA-7 LA-33 GFI, WP IM CPA-6 CPA-7 E CPA-39 E E E E E E E E LA-21 CPA-8 LA-20 E E E GFI GFI GFI +42" +60" LA-15 * IM E LA-22CPA-40 LA-16 GFI GFI, WP LA-12 CPA-3 CPA-5 GFI, WP E LA-67 CPA-31 E LA-69 CPA-41 SP ED CLERK 1021 ESL CLERK 1022 ADMIN CONF. 1007 SECRETARY/ RECEPTION 1000 OFFICE 1006 ADMIN CONF. 1008 ASSIST PRINCIPAL 1009 ATTENDANCE 1001 SECURITY 1002 PARENT RR 1003A ADMIN STORAGE 1014 ADMIN FILE 1012 ADMIN. RR − WOMEN 1024 SAC 1215 VENDING 1013 TEACHERS LOUNGE 1013 PRINCIPAL 1005 ADMIN. RR − MEN 1023 BOOK RM 1216 SECRETARY OFFICE 1004 MAIN LOBBY 1040 REGISTRAR 1020 COORIDOR 1000 AP WAITING 1010 ASSIST PRINCIPAL 1011 LOUNGE STOR 1013A AP WAITING 1015 ASSIST PRINCIPAL 1016 ASSIST PRINCIPAL 1017 PARENT WR 1003 VESTIBULE 1030 LA-43 HDWR LA-74 NEMA LA-71,73LA-72 LA-8 LA-55,57 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Stanton_Draft_01\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Connor.rvt 11/16/2016 8:48:28 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 POWER PLAN - Area A EP-2.01A ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 - Power Plan - AREA A 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID DWDW J PB J B9 EA BH B4 B5 B10 B11 E2 BI BF BE BD BB BA B2 B12B3 D6 D7 D10 E5 D9 D8 D12 BG BC E4 E6E3E1 A18 B1 B6 B7 B8 LA2 CPA2 DA HA LA CPA XA XCA LA-23 CPA-9 LA-25 LA-24 CPA-11 LA-26 CPA-10 LA-27 CPA-12 CPA-13 GFI GFI, * GFI, * GFI, * GFI, * GFI GFI GFI CPA-14 LA-28CPA-15 CPA-17 CPA-16 LA-29 CPA-18 LA-30 CPA-19 CPA-21 LA-31CPA-20 GFI LA-36 GFI GFI GFI GFI GFI GFI LA2-8 CPA2-3 CPA2-4 LA2-9 CPA2-5 LA2-10 CPA2-6 LA2-11 CPA2-8 CPA2-7 CPA2-9 LA2-12 CPA2-10 CPA2-12 LA2-13 CPA2-11 CPA2-13 LA2-14 CPA2-14 LA2-16 CPA2-15 LA2-15 LA-41 LA2-17 LA2-18 MOUNT RECEPTACLES HORIZONTALLY IN BACKSPLASH EP-2.01P 4 EP-2.01P 3 GFI, WP IM IM IM IM IM IM IM CPA-22 LA-32 IM IM GFI, WP IM IM IM IM IM IM IM IM GFI, WP GFI, WP GOGGLE GFI, * GFI, * GFI, * GFI, * GFI, * GFI, * GFI IM GFI GFI GFI GFI GFI, *GFI, * GFI, * IM GFI, * GFI, * GFI, * GFI, * GFI, *GFI, * GFI GFI GFI GFI GOGGLE W W W IM IM GOGGLE GFI, * GFI, *GFI, * GFI, * GFI, * GFI, * GFI GFI GFI GFI GFI GFI GFI GFI, * GFI, * GFI, * GFI, * GFI, * GFI, * GFI, *GFI, * GFI, * GFI, * GFI GFI GOGGLE LA-34 LA-35 LA-37 LA-39 CPA-36 E E LTS DDC LA-40 LA-56 LA-58 LA-60 LA-62 LA-64 LA-59 LA-61 LA-68 LA-66 CPA-38 E E SEE LAB UTILITY DETAIL, TYP WIRE TYPE LED INDICATOR LIGHT TO EMERGENCY SHUTOFF CIRCUIT. LED INDICATOR LIGHT MOUNTED ON WALL ABOVE DOOR. LIGHT SHALL BE ON WHEN LAB UTILITIES ARE ACTIVE, REF LAB UTILITY DETAIL, TYPICAL GFI, WP LA2-2 E E CPA2-17 LA2-6 LA2-20 LA2-22 LA2-1 LA2-25 LA2-23 LA2-24 LA2-26 LA2-27 LA2-28 CPA2-19 E E LA2-29 LA2-30 LA2-31 DDC LA2-32 LA-63 K LA2-21 ? EF-8 ? EF-9 CLASSROOM 1637 IDF 1630F JAN 1600B TEACHER RR 1601A MECH 1600C TEACHER RR 1631A MECH 1630C IDF 1600F TEACHER STOR 1632 TEACHER WORKROOM 1631 CLASSROOM 1634 CLASSROOM 1638FLEX 1630 FLEX 1600 SCIENCE LAB 1625 CLASSROOM 1607 CLASSROOM 1608 CLASSROOM 1604 CLASSROOM 1605 CLASSROOM 1606 ART STUDIO 1610 CLASSROOM 1639 CLASSROOM 1633 KEYBOARDING STOR 1640A NEIGH. STOR 1630E PREP 1650A NEIGH. STOR 1600E SCIENCE LAB 1655 ART STOR 1610A SCIENCE LAB 1620 SKILLS SPCT 1602 TEACHER WORKROOM 1601 CLASSROOM 1603 PREP 1620A CLASSROOM 1609 GIRL’S RR 1630A BOY’S RR 1600A CLASSROOM 1636 NEIGH. STOR 1630D NEIGH. STOR 1600D SCIENCE LAB 1650 COORIDOR 1600 KEYBOARDING 1640 CLASSROOM 1635 LA-38 RA HA-2 ? AHU-13 ? AHU-14 ? AHU-12 VFD DA-4 LA-42 DA-6 DA-5 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Stanton_Draft_01\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Connor.rvt 11/16/2016 8:48:32 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 POWER PLAN - Area B EP-2.01B ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 - Power Plan - AREA B 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID DW DW PB PB J PB PB J CD CG CJ C1 C2 C4 C5 C6 C8 C10 C11 CB CC CI CH CA A1 CF C3 C12C9C7 CE HB XB XCB LB CPB LB2CPB2 GFI GFI GFI GFI GFI CPB-1 CPB-2 LB-1 CPB-3 LB-2 CPB-4 CPB-5 LB-3 CPB-6 CPB-7 LB-4 CPB-8 CPB-10 LB-5 CPB-9 LB-6 CPB-11 CPB-12 CPB-14 GFI, *GFI, * GFI, * GFI, * GFI, * GFI, * GFI GFI GFI GFI GFI CPB2-1 CPB2-3 LB2-3 LB2-4 CPB2-5 CPB2-4 LB2-5 CPB2-6 CPB2-7 LB2-6 CPB2-17 CPB2-8 LB2-7 CPB2-9 LB2-8 CPB2-11 CPB2-10 CPB2-12 CPB2-13 LB2-12 LB-15 GFI GFI GFI GFI LB2-9 LB2-12 IM IM IM IM IM IM IM IM IM GOGGLE GFI, WP GFI, WP GFI GFI, * GFI, * GFI, * GFI, *GFI, * GFI, * LB2-14 E CPB2-19 LB2-15 LB2-21 LB2-23 GFI IM GFI GFI GOGGLE GFI, * GFI, * GFI, * GFI GFI GFI GFI GFI, * GFI, * GFI, * GFI GFI E E E CPB2-20 LB2-18 LB2-25 LB2-24 LB2-19 GFI, * GFI, * GFI, * GFI, * GFI, * SEE LAB UTILITY DETAIL, TYP WIRE TYPE LED INDICATOR LIGHT TO EMERGENCY SHUTOFF CIRCUIT. LED INDICATOR LIGHT MOUNTED ON WALL ABOVE DOOR. LIGHT SHALL BE ON WHEN LAB UTILITIES ARE ACTIVE, REF LAB UTILITY DETAIL, TYPICAL LB2-26 LB2-27 LB2-29 LB2-30 LB2-31 LB2-28 GFI, WP IM GFI GFI GFI GFI IM GOGGLE GFI GFI, * GFI, * GFI, * GFI, * GFI, * GFI, * GFI GFI GFI, WP GFI IM GFI GFI GOGGLE GFI, * GFI, * GFI, * GFI GFI GFI, * GFI, *GFI, * GFI GFI GFI, * GFI, * GFI, * GFI, * GFI, *LB-17 LB-14 LB-12 CPB-31 LB-23 E E LB-26 LB-25LB-28 LB-27 LB-30 LB-29 E LB-32 LB-31 LB-34 LB-33 LB-36 E IM IMIMIMIM IM IM CPB-13 LB-7 LB-9 GFI LB-8 CPB-15 GFI, WP IM EP-2.01P 8 EP-2.01P 5 GFI LB2-17 DDC LB2-1 CPB-35 LB-20 CPB2-2 IM ? EF-5 ? EF-4 LB-10 DDC LB2-2 LB2-16 MDF 1730F CLASSROOM 1709 IDF 1700F JAN 1700B TEACHER RR 1701A TEACHER WORKROOM 1701 MECH 1700C TEACHER RR 1731A NEIGH. STOR 1730D SCIENCE LAB 1725 ART STOR 1710A ART STUDIO 1710 FLEX 1700 MECH 1730C FLEX 1730 CLASSROOM 1738 CLASSROOM 1737 CLASSROOM 1736 CLASSROOM 1735 CLASSROOM 1734 CLASSROOM 1704 CLASSROOM 1705 CLASSROOM 1706 CLASSROOM 1708 CLASSROOM 1739 NEIGH. STOR 1700E PREP 1750ANEIGH. STOR 1730E SKILLS SPCT 1732 TEACHER STOR 1702 CLASSROOM 1703 KEYBOARDING STOR 1640B PREP 1720A SCIENCE LAB 1720 BOY’S RR 1700A GIRL’S RR 1730A CLASSROOM 1707 CLASSROOM 1733 NEIGH. STOR 1700D SCIENCE LAB 1750 KEYBOARDING 1740 SCIENCE LAB 1755 COORIDOR 3030 CPB-18 CPB-44CPB-49 CPB-47 CPB-46 CPB-50 CPB-45 LB-13 CPB-48 W W W W CPB2-22 ? AHU-2 ? AHU-2B RB HB-2 ? AHU-1 VFD HB-26,28,30 HB-20,22,24 HB-14,16,18 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Stanton_Draft_01\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Connor.rvt 11/16/2016 8:48:36 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 POWER PLAN - Area C EP-2.01C ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 - Power Plan - AREA C 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID CD CG C11 CB CC CH GC GA EA B4 B5 CA EB D2 D1 BI B2A1 F4 F7 A2 A4 A6 F3 F8 F9 EK EJ EI EH EG EF EE B3 D6 D7 D10 AH AI A8 A9 D3 A15 DC DD DE DF CF ED DA D5 D9 DJ F1 F2 D8 D12 EC C12 DG CE DB A5 A7 A10 A12 A13 B1 DH GB D4 DI F5 F6 GFI GFI GFI GFI GFI GFI, * GFI, * LC2-6 LC2-4 LC2-3 LC2-5 E E E E LC2-7 LC2-10 LC-24 LC-26 CPC-30 LC-19 CPC-7 LC-25 CPC-28 CPC-29 CPC-26 CPC-27 LB-16 CPB-20 CPB-19 CPB-21 LB-19 CPB-22 LB-21 CPB-26 CPB-25 LA-1 CPA-1 LA-9 LA-10 LA-11 CPA-2 LA-24 GFI LA-45 LA-47 LA-48 CPA-27 LA-49 LA-50 LA-51 CPA-29 LA-54 IM CPB-13 EP-2.01P 8 EP-2.01P 5 EP-2.01P 3 EP-2.01P 1 IM E LC-28 LC-30 CPC-32 IM GFI, WP IM IM LA-70 LA-65 LA-46 CPA-28 PROJ IM IM CPC-36 GFI, WP GFI, WP GFI, WP CPB-24 IM LB-18 CPB-23 IM CPB-33 LB-11 CPB-34 IM LB-20 CPB-36 CPB-37 CPB-38 CPB-39 CPB-42 CPB-41 CPB-40 CPB-43 CPC-6 CPC-8 * LC-8 GFI GFI MDF 1730F STRUCTURED LEARNING CENTER 1203 RTI OFFICE 1207 RTI OFFICE 1208 SP. ED. COUNS. 1202 SPEECH 1113 STRUCTURED LEARNING CENTER 1205 IDF 1700F WORK ROOM 1201B RESOURCE ROOM 1204 CLINIC RR 1100A NURSE’S STOR 1100D IDF 1110A CORRIDOR 1203C LAUNDRY 1203A COUNS 1116 COUNS 1114 DIAG 1112NURSE’S OFFICE 1100C DIAG 1111 RTI CLASSRM 1212 RTI CLASSRM 1213 DYSLEXIA 1214 SAC 1215 RESOURCE ROOM 1211 SMALL CONF 1209 ADAPTIVE BEHAVIOR 1206 CLINIC 1100 COUNS 1115 RR 1203B LIBRARY STORAGE 1201C BOOK RM 1216 COUNS/DIAG WAIT 1110 MAIN LOBBY 1040 REGISTRAR 1020 ISOLATION 1100B LOUNGE STOR 1013A AP WAITING 1015 ASSIST PRINCIPAL 1016 ASSIST PRINCIPAL 1017 LIBRARY 1201 COORIDOR 1200 MAKER SPACE 1201A COMPUTER LAB 1210 NEMA LC2-20LC2-24,26 GFI, * LA-44 LC-3 LC-20 LC-22 CPC-38 SCRN E E CPC2-24 BOOK BOOK BOOK BOOK BOOK BOOK BOOK BOOK BOOK BOOK LC-23 LC-35 NEMA LA-71,73LA-72 NEMA +38" LC-42,44 GFI +38" MOUNT IN BASE OF BOOKCASE GFI ? AHU-2 VFD HB-26,28,30 COOR REC WITH ADJUSTABLE TABLE LOCATION, MAINTAIN ACCESS FOR CORD CONNECTION. ? AHU-14 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Stanton_Draft_01\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Connor.rvt 11/16/2016 8:48:41 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 POWER PLAN - Area D EP-2.01D ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 - Power Plan - AREA D 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID J J J B9 GA EA B10 B11 EB E2 BI B12 EK EJ EI EH EG EF EE G14G11 G8G5 G6 G2 G3 G4 E12E11E10E5 DC CF ED EC E4 E6 E8E3E1 G7 B6 B7 B8 E7 G10 G13 GB G12G9 E9 G1 MSB XK XM LK CPM HM LKA LKB E CPA2-3 LA-49 CPA-29 LA-52 GFI LM GFI GFI GFI LM-12 GFI LM-27 EP-2.01P 4 EP-2.01P 2 IM GFI, WP GFI, WP EP-2.01K 1 GFI, WP GFI, WP IM LM-1 GFI, WP LM-3 CPM-1 LM-2 IM CPM-2 LM-4 LM-5 LM-6 LM-7 IM LM-8 CPM-3 LSR DR DS LM-9 LM-10 IM LM-13 LM-14 CPM-4 LM-11 GFI, WP DDC LM-15 LM-17 LM-16 K PROJ LA2-7 CPA2-20 LA2-5 LA2-19 GFI, WP * IM E LA-53 CPA-30 LA-70 E E E PROVIDE POWER CONNECTION TO TABLE COUNS 1117 MUSIC OFFICE 1521 C−PRAC 1520A C−PRAC 1520B C−PRAC 1520C D OFFICE 1511 MUSIC LIB 1521A B−PRAC 1540E B−PRAC 1540D B−PRAC 1540A B−PRAC 1540B B−PRAC 1540C LOCKER 1432 IDF 1630F FOOD RR 1433 SECURE ROOM 1120.1 DRAMA STAGE 1018 JAN 1434 EQUIP STOR 1523 UNIFORM STOR 1522 COUNS STOR 1118 INSTRUMENT STORAGE 1554COUNS 1119 ENSEMBLE 1530 COUNS 1116 UNIFORM STOR 1553 DRESSING 1501 BAND HALL 2 1550 JAN 1500A COUNS 1115 SERVING 1420 BOILER 1535 MUSIC LIB 1551A MUSIC OFFICE 1551 COORIDOR 3192 COUNS CONF 1121 GIRL’S RR 1500B BOY’S RR 1500C STAGE STORAGE 1410A TESTING COORD 1120 CHORAL ROOM 1520 EQUIP STOR 1552 TEACHING THEATER 1230 BAND HALL 1 1540 CAFETERIA 1400 GFI, * GFI, * GFI, * GFI, * GFI, * GFI, * GFI, * GFI, * LM-18 LM-19 LM-20 LM-21 LM-22 LM-23 LM-24 LM-25 LM-26 RM HM-2 HEAT TRACE LM-28,30 NOTE: INTERLOCK KITCHEN HOOD FIRE SUPPRESSION SYSTEM & KITCHEN HOOD SUPPLY/EXHAUST FANS WITH FIRE ALARM SYSTEM PER NFPA 72. HM-27,29,31 MSB-8 LM-33 HM-28,30,32 LM-35 MSB-9 MSB-10 MSB-11 HM-33,35,37 LM-36 HM-39,41,43 LM-37 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Stanton_Draft_01\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Connor.rvt 11/16/2016 8:48:47 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 POWER PLAN - Area E EP-2.01E ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 - Power Plan - AREA E 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID DW DW J J PB PB PB PB J FM GP FL FJ FD FF FH FI GN GM GK GI FC GF D2 F4 F7F3 F8 F9 F10 D6 D7 D10 G2A8D3 D5 D9 F1 F2 E1A10 GH GL GO G1 GJ D4 FE FG FK F11 FBFA F5 F6 DCXC XCC LC2 CPC2 CPC-22 CPC-21 LC-15 CPC-15 CPC-14 LC-14 CPC-20 CPC-19 LC-13 CPC-18 LC-12 CPC-17 CPC-16 LC-11 CPC-13 LC-10 CPC-12 CPC-11 LC-9 CPC-9 CPC-10 GFI GFI GFI GFI GFI, * GFI, * GFI, * GFI, * GFI, * GFI, * GFI, * GFI, * GFI, * GFI, * GFI GFI GFI GFI GFI GFI CPC2-4 CPC2-3 LC2-11 CPC2-5 LC2-12 CPC2-6 CPC2-8 LC2-13 CPC2-7 CPC2-9 LC2-14 CPC2-10 CPC2-12 CPC2-11LC2-15 CPC2-13 CPC2-14 LC2-16 CPC2-15 CPC2-16 LC2-17 GFI LC-2 GFI LC-17 LC2-22 CPC-25 LC2-25LC-18 SB HC CPC LC EP-2.01P 6EP-2.01P 7 IM IM IM IM IM IM IM GFI, WP GFI, WP GFI, WP GFI, WP GFI, WP GFI, WP IMIM IM IM IM IM IM IM IM IM SEE LAB UTILITY DETAIL, TYP WIRE TYPE LED INDICATOR LIGHT TO EMERGENCY SHUTOFF CIRCUIT. LED INDICATOR LIGHT MOUNTED ON WALL ABOVE DOOR. LIGHT SHALL BE ON WHEN LAB UTILITIES ARE ACTIVE, REF LAB UTILITY DETAIL, TYPICAL GOGGLE GFI, * GFI, * GFI, * GFI, * GFI, * GFI, * GFI GFI GFI IM GFI GFI GFI GFI LC-5 LC-4 LC-1 LC-7 CPC-23 E E CPC-24 LC-32 LC-16 LC-27 GFI, *GFI, * GFI, *GFI, * GFI, * LC-34 LC-29 IM GFI, * GFI, * GFI, * GFI, *GFI, * GFI, * GFI GFI GFI GFI GFI GFI GFI GOGGLE LC-33 LC-31 E LC-29 LC-36 E CPC-34 IM IM GOGGLE GFI, * GFI, *GFI, * GFI, * GFI, * GFI, * GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI, * GFI, * GFI, * GFI, * GFI, * GFI, * LC2-1 LC2-2 LC2-8 LC2-18 E CPC2-1 E LC2-23 LC2-27 LC2-29 LC2-30 GFI, *GFI, * GFI, * GFI, *GFI, * LC2-31 LC2-32 CPC2-20 E ELC2-33 GFI GFI LC2-36 LC2-34 LC2-35 GOGGLE LC2-21 CPC-5 LC-6 DDC DDC LC2-19 CPC-37 CPC2-22 LE NEMA NEMAGFIGFI LE-2,4,6 LE-1 LE-5,7,9 LE-3 GFI LE-8 ? EF-6 ? EF-7 LC-40 IDF 1830F TEACHER STOR 1802 IDF 1800F JAN 1800B MECH 1800C TEACHER WORKROOM 1801 TEACHER RR 1801A TEACHER RR 1831A TEACHER WORKROOM 1831 SKILLS SPCT 1832 SCIENCE LAB 1825 FLEX 1800 CLASSROOM 1803 CLASSROOM 1804 CLASSROOM 1805 CLASSROOM 1806 CLASSROOM 1807 FLEX 1830CLASSROOM 1838 CLASSROOM 1837 CLASSROOM 1836 CLASSROOM 1835 CLASSROOM 1834 CLASSROOM 1839 CLASSROOM 1808 SCIENCE LAB 1855 PREP 1850A ART STOR 1810A COMPUTER LAB STOR 1840B NEIGH. STOR 1830E NEIGH. STOR 1800E SCIENCE LAB 1820 PREP 1820A CLASSROOM 1833 ART STUDIO 1810 MECH 1830C GIRL’S RR 1830A BOY’S RR 1800A NEIGH. STOR 1830D NEIGH. STOR 1800D SCIENCE LAB 1850 COORIDOR 1830 CAFETERIA VESTIBULE 1400 HEALTH 1809 COMPUTER LAB 1840 KILN ROOM 1610K LC2-9 ? EWH-2 W W W W K SB FINAL CONNECTION TO SCOREBOARD BY ELEC CONTRACTOR. COOR WITH OTHER TRADES PRIOR TO ROUGH-IN. J-BOX FOR SCOREBOARD CONTROL CONNECTION HC-2 RC ? AHU-3 ? AHU-4 ? AHU-5 VFD DC-4 DA-5 DA-6 VFD VFD KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Stanton_Draft_01\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Connor.rvt 11/16/2016 8:48:52 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 POWER PLAN - Area F EP-2.01F ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 - Power Plan - AREA F 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID J J D D D D MP MP MP MP MP MP GP GN GM GK GI FC GF GD GC GA G14G11G8G5G6G2G3G4E12E11E10E5 DJ G15E4E6E8E3 G7 E7 G10 G13 GB GH GL GO G12G9E9G1 GJ GE GFI GFI LM-29 SB LD-21 LD-22 LD-14 LD-15 LD-19 LD-18 LM-34 LSR K LD-1,3,5 NEMA NEMA *** * **** NEMA LTE-1 LTE-2 LD-16 EP-2.01P 9 EP-2.01M 1 GFI GFI GFI GFI IM GFI, WP GFI, WP WOMEN’S RR 1300B MENS RR 1300A COACHES’ OFFICE 1304 STAIR 1610G CONCESSION 1300C LAUNDRY 3045 BOYS ATHLETIC STORAGE 1310B GIRL’S PE STORAGE 3039 BOY’S PE STORAGE 3041 MDF 1331A BOYS ATHLETIC LOCKER 1306 BOY’S TOILET 1306A GYMNASIUM 1310 LOBBY 1300 BOYS PE LOCKER 1305 COACHES’ LOCKER 3044A COACHES’ RR 3044 GIRLS ATHLETICS STOR 1310A TECHNICAL SPECIALIST OFFICE 1331 PRACTICE GYM 1320 TOOL STOR 1342A GENERAL STOR 1342B LOTC 1340 TECH ED 1341 TECH ED LAB 1342 GYM STOR 3038 WEIGHT ROOM 1330 GIRL’S ATHLETIC LOCKERS 3044C GIRL’S COACHES’ OFFICE 3044B GIRL’S PE LOCKERS 3044E COACHES’ LOCKERS 3044F LD-13 GFI GFI K K K K K K GFI, WP GFI, WP LD-23 LD-24 LD-25 LD-26 LD-27 K SCRN LD-28 IN AREAS WITH NO CEILING CONCEAL ALL CABLING IN CONDUIT. ALL CONDUIT SHALL BE MOUNTED ABOVE JOISTS, CONCEALED AS MUCH AS POSSIBLE AT A CONTINUOUS GRADE AND SQUARE TO THE BUILDING. PAINT ALL EXPOSED CONDUIT TO MATCH, TYPICAL OF ALL. IN AREAS WITH NO CEILING CONCEAL ALL CABLING IN CONDUIT. ALL CONDUIT SHALL BE MOUNTED ABOVE JOISTS, CONCEALED AS MUCH AS POSSIBLE AT A CONTINUOUS GRADE AND SQUARE TO THE BUILDING. PAINT ALL EXPOSED CONDUIT TO MATCH, TYPICAL OF ALL. LD-29 IM LD-30 LD-17 LD-31 LD-32 LD-33 GFI GFI GFI GFI GFI GFI GFI LD-34 GFI, * GFI, * GFI GFI, * LD-12 LD-38 LD-37 LD-39 LD-36 LD-35 SB LD-40 LTE LD-41 LD-42 LD-43 LD-44 LD-46 LD-47 GFI, * GFI GFI LD-49 LD-50 LD-51 GFI +38"+38" LD-52LD-53 LD-54 LD-55 LD-48 LD-20 KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Stanton_Draft_01\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Connor.rvt 11/16/2016 8:48:57 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 POWER PLAN - Area G EP-2.01G ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 - Power Plan - AREA G 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID J F F F F J J JJ F D D J J J J J J D D J J J J J J J PP P P J J J J CC CJ J J J J J J J J J J J J J J J J J J J J J J J MP MP MP MP MP MP J GA EK EJ G8G5 G6 G2 G3 G4 E10E5 CF E4 E6 E8E3 G7 E7 GB E9 G1 LKBLKA LKA-1LKA-2,4 GFI GFI, WP LKA-3 GFI GFI LKA-6 LKA-5 LKA-7 LKA-8 LKA-11 LKA-12 LKA-13 LKA-14 LKA-16 LKA-17 LKA-18 LKA-19 LKA-20 LKA-21 LKA-23LKA-22 LKA-24 LKA-25 LKB-1 LKA-26 LKA-27 LKA-28 LKA-29 LKA-30LKA-32 LKB-2 LKB-3 LKB-4 LKA-31 LKA-33 LKB-5,7,9 LKB-6,8,10 LKB-11,13,15 LKB-12 LKB-14 LKB-16 LKB-17 HM-8,10,12 HM-7,9,11 LKA-34,36,38 LKA-9 GFI, WP LKA-10HM-1,3,5 LKA-37,39,41 LKA-40 4XSS 4XSS LKA-42LKA-43 4XSS LKA-45 LKA-46 4XSS 4XSS 4XSS 4XSS LKB-18 LKA-47,49,51 LKA-48 LKB-20LKB-19 LKB-21 GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI +38"NEMA +38" GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFIGFI GFI GFI GFI GFI GFI GFI NEMA GFI GFI GFI NEMA NEMA GFI GFI CLG LKA-15 LKA-35 LKA-50 LKA-52 LKA-53 LKA-54 LKB-22 PROVIDE J-BOXES AND CONDUIT FOR REMOTE FIRE PULLS, SEE FOODSERVICE DETAIL DRAWING FOR REQUIREMENTS WIRE HOOD TEMP SENSOR AHEAD OF HOOD LIGHT SWITCH, TYPICAL PROVIDE DROP CORD RECEPTACLES WITH HUBBEL KELLEMS LIQUIDTIGHT GRIPS FOR STRAIN RELIEF, TYPICAL OF ALL LKA-55 3-12 WIRE TO SHUNT TRIP CB(S) 3-12 WIRE TO SHUNT TRIP CB(S) 3-12 WIRE TO SHUNT TRIP CB(S) 3-12 WIRE TO SHUNT TRIP CB(S) POINT OF SALE, SEE FOODSERVICE AND TECHNOLOGY DRAWINGS, TYPICAL LOAD CENTER, SEE FOODSERVICE AND TECHNOLOGY DRAWINGS, TYPICAL 3-12, 3/4" C TO HOOD KEF-X & KSF-X STARTERS/ CONTACTO RS 3-12, 3/4" C TO HOOD KEF-X & KSF-X STARTERS/ CONTACTO RS 3-12, 3/4" C TO HOOD KEF-X & KSF-X STARTERS/ CONTACTO RS 3-12, 3/4" C TO HOOD KEF-X & KSF-X STARTERS/ CONTACTO RS LKB-23,25 LKB-24 LKB-26 LKB-27,29 LKB-28,30 LKB-31 LKB-32,34 LKB-33,35 LKB-36 LKB-37 LKA-56 LKA-57,59 Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C: \ U s e rs \ S t a n t o n _ D ra f t _ 0 1 \ D o c um e n t s \ 1 6 0 1 _A L D I N E _ M S_ L E V E L _ O NE C A R L O S F I L E _ C o n n or . r v t 11 / 1 6 / 20 1 6 8 : 4 9 : 0 0 P M 3/16" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 ENLARGED KITCHEN POWER PLAN EP-2.01K ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 3/16" = 1'-0"1 Enlarged Kitchen Power Plan 4 11.16.2016 ISSUE FOR BID 3 4 S S GK G11G8 G7 G9E9 GJ CX CX C C C CX C C C C CX C HD-1 HD-1 HD-1 GK G8E9 GJ CX CXHD-1 GK G11G8 G7 G9E9 GJ LD XD HD RD HD-2 XCD CPD LSR CPD-2CPD-1 ? AHU-6 ? AHU-8 ? AHU-7 HD-9,11,13 VFD ? HD-15,17,19 VFD VFD HD-21,23,25 TYPICAL GAS WATER HEATER (GWH) NOTES: 1.PROVIDE TIME CLOCK TO TURN OFF CIRCULATION PUMPS AT NIGHT. 2.WIRE AQUA STAT FOR CIRCULATION PUMP. 3.ALL FLEX CONNECTIONS SHALL HAVE LIQUID TIGHT CONSTRUCTION AND BE MAXIMUM 6FT LONG. 4.ELECTRICIAN SHALL CONNECT CO2 MONITOR PROVIDED WITH GWH TO THE GWH 120V CONTROL CIRCUIT PER MANUFACTURER'S RECOMMENDATIONS. LD XDHD Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C: \ U s e rs \ S t a n t o n _ D ra f t _ 0 1 \ D o c um e n t s \ 1 6 0 1 _A L D I N E _ M S_ L E V E L _ O NE C A R L O S F I L E _ C o n n or . r v t 11 / 1 6 / 20 1 6 8 : 4 9 : 0 2 P M 1/4" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 ENLARGED MEZZANINE PLAN EP-2.01M ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/4" = 1'-0"2 Lighting Plan - Mezzanine SCALE: 1/4" = 1'-0"3 Lighting Plan - Mezzanine landing stairs to roof SCALE: 1/4" = 1'-0"1 Mezzanine Mech/Elec Coordination Plan SCALE: 1/4" = 1'-0"4 Enlarged Mezzanine Fire Plan 4 11.16.2016 ISSUE FOR BID J MP MP J J MP J MP J MP J MP J MP J MP J J MP B4 EB D9 HDWRIDF 1110A CPA-25 CPA-26 +8ft CPA-32,34 FINAL CONNECTION TO DOOR HARDWARE BY ELECTRICIAN POWERED FROM OUTSIDE UNIT NEMA EK E10E9 HDWR+8ft FINAL CONNECTION TO DOOR HARDWARE BY ELECTRICIAN POWERED FROM OUTSIDE UNIT CPM-5 CPM-6,8 CPM-7 NEMA EA BI D10 D12 IDF 1600F HDWR +8ft FINAL CONNECTION TO DOOR HARDWARE BY ELECTRICIAN POWERED FROM OUTSIDE UNIT CPA-23 CPA-24 CPA-42,44 NEMA LA-74 EA BI E3 HDWR CA IDF 1630F TEACHER WORKROOM 1631 +8ft COOR WITH ACCESS CONTROL CONTRACTOR FOR LOCATION FINAL CONNECTION TO DOOR HARDWARE BY ELECTRICIAN POWERED FROM OUTSIDE UNIT CPA2-1 CPA2-2 CPA2-16,18 CPA2-21 NEMA LA-74 C11C12 HDWR CA IDF 1700F +8ft COOR WITH ACCESS CONTROL CONTRACTOR FOR LOCATION FINAL CONNECTION TO DOOR HARDWARE BY ELECTRICIAN POWERED FROM OUTSIDE UNIT CPB2-15 CPB2-14 CPB2-16,18 CPB2-21 NEMA FC FB FA HDWR CA IDF 1800F+8ft COOR WITH ACCESS CONTROL CONTRACTOR FOR LOCATION FINAL CONNECTION TO DOOR HARDWARE BY ELECTRICIAN POWERED FROM OUTSIDE UNIT CPC2-18 CPC2-17 CPC2-19,21 CPC2-23 NEMA FC FB FA HDWR IDF 1830F TEACHER WORKROOM 1831 +8ft FINAL CONNECTION TO DOOR HARDWARE BY ELECTRICIAN POWERED FROM OUTSIDE UNIT CPC-1 CPC-2,4 CPC-3 NEMA GI FC G11 GH SEC CA HDWR MDF 1331A COOR WITH ACCESS CONTROL CONTRACTOR FOR LOCATION COOR WITH SECURITY CONTROL CONTRACTOR FOR LOCATION FINAL CONNECTION TO DOOR HARDWARE BY ELECTRICIAN POWERED FROM OUTSIDE UNIT POWER FOR TELEPHONE EQUIPMENT, COOR WITH UTILITY COMPANYFOR LOCATION +8ft +60" LD-2 LD-4 LD-8,10 LD-6 LD-7 LD-11 LD-9 C11 MDF 1730F +8ft NEMA HDWR FINAL CONNECTION TO DOOR HARDWARE BY ELECTRICIAN POWERED FROM OUTSIDE UNIT CPB-17 CPB-27,29 CPB-16 LB-22 Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C: \ U s e rs \ S t a n t o n _ D ra f t _ 0 1 \ D o c um e n t s \ 1 6 0 1 _A L D I N E _ M S_ L E V E L _ O NE C A R L O S F I L E _ C o n n or . r v t 11 / 1 6 / 20 1 6 8 : 4 9 : 0 9 P M 1/4" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 ENLARGED POWER PLANS EP-2.01P ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/4" = 1'-0"1 IDF 1110A SCALE: 1/4" = 1'-0"2 IDF 1440A SCALE: 1/4" = 1'-0"3 IDF 1600F SCALE: 1/4" = 1'-0"4 IDF 1630F SCALE: 1/4" = 1'-0"5 IDF 1700F SCALE: 1/4" = 1'-0"6 IDF 1800F SCALE: 1/4" = 1'-0"7 IDF 1830F SCALE: 1/4" = 1'-0"9 MDF 1331A SCALE: 1/4" = 1'-0"8 MDF 1730F 4 11.16.2016 ISSUE FOR BID DW DW DW DW s PSV s s s s s s s S V PS PS H V s s sssssss s s HH H V s s PS H s ss VssHH H V s s V V V s s s s s s s s s s V s s PS S s s s s s s s s V PS V PS V PS V PS s H s s H H HV s H s H H V s s s s s V PS s s S PS PS H s s PS PS PS PS PS PS PS PS PS PS PS PS PS PSPSPSPS PSPSPSPS PS s V V s PSV S s s PS PS H V s s V V V s V H V PS PS PS V PS PS PS PS PS PS PS PS PS PS PS PS s s s s ss s S S s SS s sSS S S s S s s s s S s s s s s S S s s S S S D S D S D S D PS PS S PS PS s S PS PS PSPSs sSS s PS PS PS PS PS PS PSSS s s s s s V PS s V S s H DC XC XCC HB XBXCBLBCPB LB2CPB2 LC2 CPC2 LE HC LC CPC DDC DDC DDC DDC MDF 1730F CLASSROOM 1709 STRUCTURED LEARNING CENTER 1203 RTI OFFICE 1207 RTI OFFICE 1208 SP. ED. COUNS. 1202 STRUCTURED LEARNING CENTER 1205 IDF 1700F WORK ROOM 1201B JAN 1700B RESOURCE ROOM 1204 IDF 1830F TEACHER STOR 1802 IDF 1800F JAN 1800B TEACHER RR 1701A TEACHER WORKROOM 1701 MECH 1700C TEACHER RR 1731A MECH 1800C TEACHER WORKROOM 1801 TEACHER RR 1801A TEACHER RR 1831A TEACHER WORKROOM 1831 SKILLS SPCT 1832 NEIGH. STOR 1730D CORRIDOR 1203C LAUNDRY 1203A SCIENCE LAB 1825 FLEX 1800 SCIENCE LAB 1725 ART STOR 1710A ART STUDIO 1710 FLEX 1700 MECH 1730C FLEX 1730 CLASSROOM 1738 CLASSROOM 1737 CLASSROOM 1736 CLASSROOM 1735 CLASSROOM 1734 CLASSROOM 1704 CLASSROOM 1705 CLASSROOM 1706 CLASSROOM 1708 CLASSROOM 1803 CLASSROOM 1804 CLASSROOM 1805 CLASSROOM 1806 CLASSROOM 1807 FLEX 1830CLASSROOM 1838 CLASSROOM 1837 CLASSROOM 1836 CLASSROOM 1835 CLASSROOM 1834 CLASSROOM 1839 CLASSROOM 1739 CLASSROOM 1808 RTI CLASSRM 1212 RTI CLASSRM 1213 DYSLEXIA 1214 SAC 1215 NEIGH. STOR 1700E PREP 1750ANEIGH. STOR 1730E SKILLS SPCT 1732 RESOURCE ROOM 1211 SMALL CONF 1209 TEACHER STOR 1702 SCIENCE LAB 1855 PREP 1850A ART STOR 1810A ADAPTIVE BEHAVIOR 1206 COMPUTER LAB STOR 1840B NEIGH. STOR 1830E NEIGH. STOR 1800E SCIENCE LAB 1820 PREP 1820A CLASSROOM 1833CLASSROOM 1703 KEYBOARDING STOR 1640B PREP 1720A SCIENCE LAB 1720 ART STUDIO 1810 MECH 1830C GIRL’S RR 1830A BOY’S RR 1800A BOY’S RR 1700A GIRL’S RR 1730A RR 1203B LIBRARY STORAGE 1201C CLASSROOM 1707 CLASSROOM 1733 NEIGH. STOR 1830D NEIGH. STOR 1700D NEIGH. STOR 1800D SCIENCE LAB 1750 KEYBOARDING 1740 SCIENCE LAB 1755 SCIENCE LAB 1850 COORIDOR 3030 COORIDOR 1830 LIBRARY 1201 COORIDOR 1200 MAKER SPACE 1201A HEALTH 1809 COMPUTER LAB 1840 COMPUTER LAB 1210 KILN ROOM 1610K Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Stanton_Draft_01\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Connor.rvt 11/16/2016 8:46:22 PM 1/16" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 FIRE ALARM PLAN A EFA-2.01 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/16" = 1'-0"1 Level 1 - Fire Alarm Plan - Area A 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID V VPS S S S PS PS PS PS PS PS PS PS PS PS PS PS S S S S PS VPS s V s H V V V s s s PS V s s V PS s PS VPS V PS s s s s s PS PS PS PS PSPSPSPSPS PS V PSVPS V V V V V V V S s s s V V sPS V V S H PS s S PSH PS PS PS PS PS PS PS PS PSPSPS PS PS PS PS PS PS PS PS s s S s sssSS s S s s S s s s S s s s s s s S s S S s PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PSPS PSPS PS s sS S S S Ss s PS PS s PS PSS H H H S PS s V V V PS V PS S PS S PS s s PSH V V V V V s s V s sV PSs S s S s s s V s s V S H PS sHH H s s ss sHsH H D MSB XK XM LK CPM HM LKALKB LM WG WG WG WG WG WG WG WG WG WG WG WG WG WG WG WG WG WG WG WG WG WG WG WG WG WG WG WG WG WG WG WG WG WGWG WG, WP WG WG, WP WG WG WG WG WG WG WG EP-2.01M 4 LSR LSR DDC MUSIC OFFICE 1521 C−PRAC 1520A C−PRAC 1520B C−PRAC 1520C D OFFICE 1511 MUSIC LIB 1521A LOCKER 1432 FOOD RR 1433 WOMEN’S RR 1300B MENS RR 1300A DRAMA STAGE 1018 JAN 1434 EQUIP STOR 1523 UNIFORM STOR 1522 ENSEMBLE 1530 COACHES’ OFFICE 1304 STAIR 1610G CONCESSION 1300C LAUNDRY 3045 SERVING 1420 BOYS ATHLETIC STORAGE 1310B GIRL’S PE STORAGE 3039 BOY’S PE STORAGE 3041 MDF 1331A BOYS ATHLETIC LOCKER 1306 BOY’S TOILET 1306A GYMNASIUM 1310 LOBBY 1300 BOYS PE LOCKER 1305 COACHES’ LOCKER 3044A COACHES’ RR 3044 GIRLS ATHLETICS STOR 1310A TECHNICAL SPECIALIST OFFICE 1331 BOILER 1535 STAGE STORAGE 1410A PRACTICE GYM 1320 CHORAL ROOM 1520 TOOL STOR 1342A GENERAL STOR 1342B LOTC 1340 TECH ED 1341 TECH ED LAB 1342 CAFETERIA VESTIBULE 1400 GYM STOR 3038 WEIGHT ROOM 1330 CAFETERIA LOBBY 1400 CAFETERIA 1400 GIRL’S ATHLETIC LOCKERS 3044C GIRL’S COACHES’ OFFICE 3044B GIRL’S PE LOCKERS 3044E COACHES’ LOCKERS 3044F Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Stanton_Draft_01\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Connor.rvt 11/16/2016 8:46:26 PM 1/16" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 FIRE ALARM PLAN B EFA-2.02 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/16" = 1'-0"1 Level 1 - Fire Alarm Plan - Area B 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID DWDW ss s s V V PS V PS V V V V V V V V V V V V V V V V s V V PS V PS V V s V V s VVVV V s s s s s s s PS PS PS V s VV V PS s s s s s s s s s s PSH S s V s H s H H V V s H s H HV s s s VVVVV V V V HV s V PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PSPSPSPSPS V V s s s V PS s V PS V V s PS s V s s PS s PS V S HPS V H V PS V PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PSPS PS PS PSPS PS PS S s s s s S s S S Ss s s s S S S S s S s s s s S s s S s s s s s s S sssSS S D S D PS PS PS V PS V PS PS PS PSPSs sSS PS PS PSsS s s s V V V V V LA2CPA2 DA HA LA CPA XA XCA ANN DDC LTS DDC CLASSROOM 1637 COUNS 1117 SPEECH 1113 SP ED CLERK 1021 ESL CLERK 1022 ADMIN CONF. 1007 B−PRAC 1540E B−PRAC 1540D B−PRAC 1540A B−PRAC 1540B B−PRAC 1540C SECRETARY/ RECEPTION 1000 OFFICE 1006 ADMIN CONF. 1008 ASSIST PRINCIPAL 1009 ATTENDANCE 1001 SECURITY 1002 IDF 1630F JAN 1600B TEACHER RR 1601A CLINIC RR 1100A PARENT RR 1003A ADMIN STORAGE 1014 ADMIN FILE 1012 ADMIN. RR − WOMEN 1024 MECH 1600C TEACHER RR 1631A MECH 1630C IDF 1600F NURSE’S STOR 1100D IDF 1110A SECURE ROOM 1120.1 COUNS STOR 1118 INSTRUMENT STORAGE 1554 TEACHER STOR 1632TEACHER WORKROOM 1631 COUNS 1119 CLASSROOM 1634 COUNS 1116 COUNS 1114 DIAG 1112 NURSE’S OFFICE 1100C CLASSROOM 1638 FLEX 1630 DIAG 1111 CLASSROOM 1734 FLEX 1600 SCIENCE LAB 1625 CLASSROOM 1607 CLASSROOM 1608 CLASSROOM 1604 CLASSROOM 1605 CLASSROOM 1606 UNIFORM STOR 1553 ART STUDIO 1610 CLASSROOM 1639 CLASSROOM 1633 DRESSING 1501 SAC 1215 BAND HALL 2 1550 JAN 1500A VENDING 1013 TEACHERS LOUNGE 1013 PRINCIPAL 1005 KEYBOARDING STOR 1640A NEIGH. STOR 1630E PREP 1650A NEIGH. STOR 1600E SCIENCE LAB 1655 ART STOR 1610A SCIENCE LAB 1620 SKILLS SPCT 1602 TEACHER WORKROOM 1601 CLASSROOM 1603 PREP 1620A CLINIC 1100 CLASSROOM 1609 COUNS 1115 GIRL’S RR 1630A MUSIC LIB 1551A MUSIC OFFICE 1551 COORIDOR 3192 COUNS CONF 1121 GIRL’S RR 1500B BOY’S RR 1500C ADMIN. RR − MEN 1023 BOY’S RR 1600A BOOK RM 1216 SECRETARY OFFICE 1004 TESTING COORD 1120 COUNS/DIAG WAIT 1110 CLASSROOM 1733 MAIN LOBBY 1040 REGISTRAR 1020 COORIDOR 1000 AP WAITING 1010 ASSIST PRINCIPAL 1011 CLASSROOM 1636 ISOLATION 1100B LOUNGE STOR 1013A AP WAITING 1015 ASSIST PRINCIPAL 1016 ASSIST PRINCIPAL 1017 PARENT WR 1003 NEIGH. STOR 1630D NEIGH. STOR 1600D SCIENCE LAB 1650 EQUIP STOR 1552 COORIDOR 1600 TEACHING THEATER 1230 BAND HALL 1 1540 VESTIBULE 1030 KEYBOARDING 1640 CLASSROOM 1635 Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team C:\Users\Stanton_Draft_01\Documents\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE_Connor.rvt 11/16/2016 8:46:28 PM 1/16" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 FIRE ALARM PLAN C EFA-2.03 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/16" = 1'-0"1 Level 1 - Fire Alarm Plan - AREA C 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID C11 EA BH CA EB BI BF A1 A2 A4 A6 AC AD AF AG AH AI A8 A9 A15 A16 DC DA D5 BG C12 DB AE AA A3 A5 A7 A10 A11 A12 A13A14 A17 D4 CO CO 2" 2" 2" 10" STORM FL=FF -5.3 WH-2 WH-2 WH-2 3"FD WC WC WC2 UR WC2 WC 3"FD WC2 LAV2 3"FD SP ED CLERK 1021 ESL CLERK 1022 ADMIN CONF. 1007 SECRETARY/ RECEPTION 1000 OFFICE 1006 ADMIN CONF. 1008 ASSIST PRINCIPAL 1009 ATTENDANCE 1001 SECURITY 1002 PARENT RR 1003A ADMIN STORAGE 1014 ADMIN FILE 1012 ADMIN. RR − WOMEN 1024 SAC 1215 VENDING 1013 TEACHERS LOUNGE 1013 PRINCIPAL 1005 ADMIN. RR − MEN 1023 BOOK RM 1216 SECRETARY OFFICE 1004 MAIN LOBBY 1040 REGISTRAR 1020 COORIDOR 1000 AP WAITING 1010 ASSIST PRINCIPAL 1011 LOUNGE STOR 1013A AP WAITING 1015ASSIST PRINCIPAL 1016 ASSIST PRINCIPAL 1017 PARENT WR 1003 VESTIBULE 1030 8" STORM FL=FF -4.4 6" RDL RDL 8" RDL 8" 8" RDL 8"ø RD 6"ø ORD 6"ø RD ODL 6"ø ORD 6"ø RD 8" 3/4" 1 1/4" 1 1/4" - --- 6"6" ODL RDL RDL 1 1/2"1 1/4" 1 1/2" 1/2"10" 8" RDL RDL 4" 4"1 1/4" 2" CW DOWN INTO CHASE. 6"ø ORD 6"ø RD RDL 8" RDL 8"8" EWH-5 ABOVE CEAILING SPACE 1 1/4"1 1/4" 1 1/4" 1 1/4"1 1/4" - --- 2" 1 1/2" 2" 2" CW DOWN INTO CHASE. 4" 3/4" 3/4" 6"DS 6"DS DOWNSPOUT SEEDETAIL 7/4.01. DOWNSPOUT SEEDETAIL 7/4.01. 4" 4" 4" SANITARY FL=FF -3.4 4" 4" 2" 1 1/4" 1 1/4" 1 1/4" 3/4" 3/4"3/4" 3/4" 1 1/4" 6"6" KEY PLAN A B C D E F G KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team H:\Projects\2016\1601 - Aldine Middle Schools\MEP\Revit\ALDINE MS ONE STORY\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE.rvt 11/16/2016 8:11:25 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 PLUMBING PLAN - Area A P-2.01A ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 Plumbing Plan - Area A 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 11.16.2016 DWDW B9 EA BH B4 B5 B10 B11 E2 BI BF BE BD BB BA B2 B12B3 D6 D7 D10 E5 D9 D8 D12 BG BC E4 E6E3E1 A18 B1 B6 B7 B8 ACOACO ACO 3/4" 2" 10" STORM FL=FF -5.0 WH-2 WH-2 WH-2 WH-2 WH-2 2" 3/4" 4" 2" CW & 3/4" HW . DOWN INTO CHASE. 1 1/2" 1/2" WC2 LAV2 WC LAV2 WC2 UR UR MB 3"FD 3"FD 3/4" 2" 3"FD WC WC2 WC WC LAV2 4"FD 4"FSINK 4"FSINK EWH-2 RCP-1 WC2 LAV2 3"FD 3"FD SKAW SKAWSKAW WH-2 WH-2 WH-2 CLASSROOM 1637 IDF 1630F JAN 1600B TEACHER RR 1601A MECH 1600C TEACHER RR 1631A MECH 1630C IDF 1600F TEACHER STOR 1632 TEACHER WORKROOM 1631 CLASSROOM 1634 CLASSROOM 1638FLEX 1630 FLEX 1600 SCIENCE LAB 1625 CLASSROOM 1607 CLASSROOM 1608 CLASSROOM 1604 CLASSROOM 1605 CLASSROOM 1606 ART STUDIO 1610 CLASSROOM 1639 CLASSROOM 1633 KEYBOARDING STOR 1640A NEIGH. STOR 1630E PREP 1650A NEIGH. STOR 1600E SCIENCE LAB 1655 ART STOR 1610A SCIENCE LAB 1620 SKILLS SPCT 1602 TEACHER WORKROOM 1601 CLASSROOM 1603 PREP 1620A CLASSROOM 1609 GIRL’S RR 1630A BOY’S RR 1600A CLASSROOM 1636 NEIGH. STOR 1630D NEIGH. STOR 1600D SCIENCE LAB 1650 COORIDOR 1600 KEYBOARDING 1640 CLASSROOM 1635 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 8" RDL RDL 8" RDL 8" 8"ø RD RDL RDL 6"ø RD-1 6"ø ORD 8" 8" ODL 8" - --- 3/4" 2" 1 1/4"1 1/4" 2" 1 1/4"1 1/4" 6"ø RD 6"ø ORD 3/4" 6"DS 2"2" 4" AW 1 1/4"1 1/4" 2" 1 1/4"1 1/4" 4"FSINK 1 1/4"1 1/4" 1/2" 4" 6" 1 1/4"1 1/4"2" 4" 2" 3/4" 6"DS 6"DS 6"DS 6"DS 2"1 1/4"1 1/4"2"1 1/4"1 1/4" 1 1/2"1/2" 1 1/4"1 1/4" 2" 1 1/4"1 1/4" 2" 3/4" 1 1/4"1 1/4" 2" 1 1/4"1 1/4" 2" 3/4" 4" 4"4"4" 6" 6"6" 6" 10" 4" AW 6"ø ORD 6"ø RD 6"ø ORD 6"ø RD CO AW AW AW AW 2" CW & 3/4" HW . DOWN INTO CHASE. SK SK 4" 4" 4" 4" 4" 3/4" 4" 4" A.WASTE FL=FF -4.2 6"ø ORD 6"ø RD 6"DS 6"DS 6"DS 6"DS 6"ø RD 6"ø ORD 6"ø ORD 6"ø RD 6"ø ORD 6"ø RD 4" AW 4" AW 4" 6"ø RD 6"ø ORD 6"ø RD 6"ø ORD 4" SANITARY FL=FF -2.9 3/4"4"3/4" 3/4" KEY PLAN A B C D E F G KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team H:\Projects\2016\1601 - Aldine Middle Schools\MEP\Revit\ALDINE MS ONE STORY\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE.rvt 11/16/2016 8:11:29 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 PLUMBING PLAN - Area B P-2.01B ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 Plumbing Plan - Area B 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 11.16.2016 DW DW - --- CD CG CJ C1 C2 C4 C5 C6 C8 C10 C11 CB CC CI CH CA A1 CF C3 C12C9C7 CE 8" STORM FL=FF -4.4 WH-2 WH-2 WH-2 WH-2 WH-2 - --- 2"3/4" 4" 2" CW & 3/4" HW . DOWN INTO CHASE. 1 1/2" 1/2" WC2LAV2 WC LAV2 WC2 URUR MB 3"FD 3"FD 3/4"2" 3"FD WCWC2WCWC LAV2 4"FD 4"FSINK 4"FSINK EWH-3 RCP-1 WC2LAV2 3"FD 3"FD 6" SANITARY FL=FF -5.4 SKAW SKAW 4" A.WASTE FL=FF -4.2 WH-2 WH-2 4"FSINK CO ACO MDF 1730F CLASSROOM 1709 IDF 1700F JAN 1700B TEACHER RR 1701A TEACHER WORKROOM 1701 MECH 1700C TEACHER RR 1731ANEIGH. STOR 1730D SCIENCE LAB 1725 ART STOR 1710A ART STUDIO 1710 FLEX 1700 MECH 1730C FLEX 1730 CLASSROOM 1738 CLASSROOM 1737 CLASSROOM 1736 CLASSROOM 1735 CLASSROOM 1734 CLASSROOM 1704 CLASSROOM 1705 CLASSROOM 1706 CLASSROOM 1708 CLASSROOM 1739 NEIGH. STOR 1700E PREP 1750ANEIGH. STOR 1730E SKILLS SPCT 1732 TEACHER STOR 1702 CLASSROOM 1703 KEYBOARDING STOR 1640B PREP 1720A SCIENCE LAB 1720 BOY’S RR 1700A GIRL’S RR 1730A CLASSROOM 1707 CLASSROOM 1733 NEIGH. STOR 1700D SCIENCE LAB 1750 KEYBOARDING 1740 SCIENCE LAB 1755 COORIDOR 3030 6" STORM FL=FF -4.1 6" STORM FL=FF -4.16" STORM FL=FF -4.1 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 8"ø RD 6"ø RD 6"ø RD 6"ø ORD 6"ø ORD 6"ø ORD 6"ø RD 6"ø RD 6"ø ORD 6"ø ORD 6"ø RD-1 8"ø ORD 6"ø RD-16"ø RD-16"ø RD-16"ø RD-1 6"ø RD 6"ø ORD 6"ø ORD 6"ø RD 6"ø ORD 1 1/4"1 1/4"2" 3/4" 1 1/4"1 1/4"2"1 1/4"1 1/4"2" 3/4" 4"4" 4" 4" 4"4" 1 1/4"1 1/4" 2" 6" 6" 1 1/4"1 1/4" 4" 6" 1 1/4"1 1/4" 2"2" 8"8" 8"8" 6" 2" 1 1/4" 1 1/4" 2"1 1/4"1 1/4"2"1 1/4"1 1/4"2"1 1/4"1 1/4" 4"4"4" AW AW 3/4" 3/4" 3/4" 4" 3/4" 2" 6"DS 6"DS SK 4"FD 4"AW 6"DS 6"DS 6"DS 6"DS 6"ø RD 4" 6" 4" 4" AW 4" 4" 6"DS 6"DS 6" STORM FL=FF -4.1 6" KEY PLAN A B C D E F G KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team H:\Projects\2016\1601 - Aldine Middle Schools\MEP\Revit\ALDINE MS ONE STORY\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE.rvt 11/16/2016 8:11:31 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 PLUMBING PLAN - Area C P-2.01C ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 Plumbing Plan - Area C 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 11.16.2016 CD CG C11 CB CC CH GC GA EA B4 B5 CA EB D2 D1 BI B2A1A2A4A6 EK EJ EI EH EG EF EE B3 D6 D7 D10 AG AH AI A8 A9 D3 A15 DC DD DE DF CF ED DA D5 D9 F1 D8 D12 EC C12 DG CE DB A5 A7 A10 A12 A13 B1 DH GB D4 DI 3/4" 2" 2" 2" 2" 3"2" 10" STORM FL=FF -4.6 WH-2 WH-2 WH-2 WH-2 WH-2 WH-2 WH-2 WH-2 WH-2 - --- WC WC WC2 UR 1 1/2" LAV2 3"FD WC2 MDF 1730F STRUCTURED LEARNING CENTER 1203 RTI OFFICE 1207 RTI OFFICE 1208 SP. ED. COUNS. 1202 SPEECH 1113 STRUCTURED LEARNING CENTER 1205 IDF 1700F WORK ROOM 1201B CLINIC RR 1100A IDF 1600F NURSE’S STOR 1100D IDF 1110A CORRIDOR 1203C LAUNDRY 1203A COUNS 1116 COUNS 1114 DIAG 1112NURSE’S OFFICE 1100C DIAG 1111 RTI CLASSRM 1212 RTI CLASSRM 1213 DYSLEXIA 1214 SAC 1215 RESOURCE ROOM 1211 SMALL CONF 1209 ADAPTIVE BEHAVIOR 1206 CLINIC 1100 COUNS 1115 BOY’S RR 1700A RR 1203B LIBRARY STORAGE 1201C BOOK RM 1216 COUNS/DIAG WAIT 1110 MAIN LOBBY 1040 REGISTRAR 1020 ISOLATION 1100B LOUNGE STOR 1013A AP WAITING 1015ASSIST PRINCIPAL 1016 ASSIST PRINCIPAL 1017 LIBRARY 1201 COORIDOR 1200 MAKER SPACE 1201A COMPUTER LAB 1210 6"6" 6" RDL 6" 3/4" 6"6" RDL ODL 6" RDL ODL 6" DOWNSPOUT SEEDETAIL 7/4.01. DOWNSPOUT SEEDETAIL 7/4.01. RDL ODL 6"6" 3/4" 6"ø ORD 6"ø RD 6" RDL 6" RDL 8" 8" RDL 8" 6"ø ORD 6"ø RD ODL RDL 6"6" 6" STORM FL=FF -4.1 6"ø ORD 6"ø RD 6"6" RDL ODL 6" 8" 6"ø ORD 6"ø RD 6"ø ORD 6"ø RD 8" 3/4" 1 1/4" 6"ø ORD 6"ø RD RDL 8" RDL 8"8" 1 1/4"1 1/4" 6"DS 6"DS DOWNSPOUT SEEDETAIL 7/4.01. DOWNSPOUT SEEDETAIL 7/4.01. 3/4"3/4" 3/4" 1 1/4" 4"FSINK 1 1/4"1 1/4" 4" 2" 3/4" 6"6" 6"6" 6"ø ORD 6"ø ORD 6"ø RD 3" 3" 2" 3/4" 2" 3/4" 2" 3/4"1/2"1/2" 1 1/4"1 1/4" 4" 1/2" 2 1/2" 6"ø RD 6"ø ORD 6"ø RD SK 2"S 2 1/2" RDL ODL ODL RDL 6"6" 6"ø RD 3/4" 3/4" KEY PLAN A B C D E F G KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team H:\Projects\2016\1601 - Aldine Middle Schools\MEP\Revit\ALDINE MS ONE STORY\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE.rvt 11/16/2016 8:11:33 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 PLUMBING PLAN - Area D P-2.01D ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 Plumbing Plan - Area D 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 11.16.2016 B9 GA EA B10 B11 EB E2 BI B12 EK EJ EI EH EG EF EE G14G11 G8G5 G6 G2 G3 G4 E12E11E10E5 DC CF ED EC E4 E6 E8E3E1 G7 B6 B7 B8 E7 G10 G13 GB G12G9 E9 G1 2 1/2" 2 1/2" 2" 6" 6" SANITARY FL=FF -4.5 10" STORM FL=FF -4.5 WH-2 WH-2 WH-2 WC WC WC 4"FD 4"FSINK P-3.00 1 2" 1/2"1/2"1/2"1/2" 2-1/2" CW UP TO CEILING SPACE. COUNS 1117 MUSIC OFFICE 1521 C−PRAC 1520A C−PRAC 1520BC−PRAC 1520C D OFFICE 1511 MUSIC LIB 1521A B−PRAC 1540E B−PRAC 1540D B−PRAC 1540A B−PRAC 1540B B−PRAC 1540C LOCKER 1432 FOOD RR 1433 SECURE ROOM 1120.1 DRAMA STAGE 1018 JAN 1434 EQUIP STOR 1523 UNIFORM STOR 1522 COUNS STOR 1118 INSTRUMENT STORAGE 1554 COUNS 1119 ENSEMBLE 1530 COUNS 1116 UNIFORM STOR 1553 DRESSING 1501 BAND HALL 2 1550 JAN 1500A COUNS 1115 SERVING 1420 BOILER 1535 MUSIC LIB 1551A MUSIC OFFICE 1551 COORIDOR 3192 COUNS CONF 1121 GIRL’S RR 1500B BOY’S RR 1500C STAGE STORAGE 1410A TESTING COORD 1120 CHORAL ROOM 1520 EQUIP STOR 1552 TEACHING THEATER 1230 BAND HALL 1 1540 CAFETERIA 1400 - --- RDL ODL RDL ODL RDL ODL 8"8" 4" 4" 2 1/2" 4" 2 1/2" 3/4"3/4" DOWNSPOUT SEE DETAIL 7/4.01. RDL ODL 6"6" 3/4" ODLRDL 8"ø ORD8"ø RD 8"8"8"10"10" ODL RDL 10"10" 8"ø ORD8"ø RD 8"ø ORD8"ø RD 12"12" ODLRDL 12" STORM FL=FF -4.7 ODL RDL 8"ø RD 8"ø ORD 8" RDL 8" RDL 8" DOWNSPOUT SEEDETAIL 7/4.01. 4"8" 4"2" TYPICAL GAS CONN., SEE 7/P4.02 2CO FIRE SPRINKLER RISER, SEE DETAIL 8/P4.01 FSR 3" G5 GAS LINE UP FROM GAS METER ONTO ROOF. REFERENCE ROOF PLAN P2.02 FOR ROUTING. 4" GAS DOWN FROM ROOF, EXTEND TO BOILERS. CO 4"FD3 4"FD3 4"FD3 4"FD3 4"FD3 4" 4"4" 4" 4" SANITARY FL=FF -4.6 WH-2 HB 3/4" 4" 8"8" 3/4"CW 4"S 2 1/2"CW 2 1/2"CW 8"8" 8"ø RD 8"ø ORD 8"ø ORD 8"ø RD 4" 4" EWH-4 KEY PLAN A B C D E F G KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team H:\Projects\2016\1601 - Aldine Middle Schools\MEP\Revit\ALDINE MS ONE STORY\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE.rvt 11/16/2016 8:11:35 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 PLUMBING PLAN - Area E P-2.01E ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 Plumbing Plan - Area E 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 11.16.2016 DW DW FM FL FJ FD FF FH FI GN GM GK GI FC GF D2 F4 F7F3 F8 F9 F10 D6 D7 D10 A8 D3 D5 D9 F1 F2 E1A10 GH GL GO GJ D4 FE FG FK F11 FBFA F5 F6 CO CO ACO 4"4" 6" SANITARY FL=FF -5.5 AW EDF WH-2 WH-2 WH-2 WH-2 WH-2 WH-2 2" 3/4" 4" 2" CW & 3/4" HW . DOWN INTO CHASE. 1 1/2" 1/2" WC2 LAV2 WC LAV2 WC2 UR UR MB 3"FD 3"FD 3/4" 2" 3"FD WC WC2 WC WC LAV2 3/4" 4"FD4"FSINK 4"FSINK EWH-1 RCP-1 WC2 LAV2 3"FD 3"FD WH-2 4" A.WASTE FL=FF -4.1 WH-2 IDF 1830F TEACHER STOR 1802 IDF 1800F JAN 1800B MECH 1800C TEACHER WORKROOM 1801 TEACHER RR 1801A TEACHER RR 1831A TEACHER WORKROOM 1831 SKILLS SPCT 1832 SCIENCE LAB 1825 FLEX 1800 CLASSROOM 1803 CLASSROOM 1804 CLASSROOM 1805 CLASSROOM 1806 CLASSROOM 1807 FLEX 1830CLASSROOM 1838 CLASSROOM 1837 CLASSROOM 1836 CLASSROOM 1835 CLASSROOM 1834 CLASSROOM 1839 CLASSROOM 1808 SCIENCE LAB 1855 PREP 1850A ART STOR 1810A COMPUTER LAB STOR 1840B NEIGH. STOR 1830E NEIGH. STOR 1800E SCIENCE LAB 1820 PREP 1820A CLASSROOM 1833 ART STUDIO 1810 MECH 1830C GIRL’S RR 1830A BOY’S RR 1800A NEIGH. STOR 1830D NEIGH. STOR 1800D SCIENCE LAB 1850 COORIDOR 1830 CAFETERIA VESTIBULE 1400 HEALTH 1809 COMPUTER LAB 1840 KILN ROOM 1610K 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 6" STORM FL=FF -4.1 4" 8" STORM FL=FF -4.4 8" 6"ø RD 6"ø ORD 3/4" 1 1/4"1 1/4" 2" 4" 3/4" 4" 1 1/4"1 1/4" 2" 3/4" 1 1/4"1 1/4" 2" AW 4" 6" 4" 1 1/4"1 1/4"2"6" 2" 2" 1 1/4"1 1/4"2"6" 1 1/4"1 1/4"2"6" 1 1/4"1 1/4" 2"4" 4" AW 1 1/4"1 1/4" 2" 4" 3/4" AW 3/4" 3/4"4"3/4" 3/4" 4" 3/4" AW 4" 4" 6"SD 6"ø ORD 6"ø RD 6"ø ORD 6"ø RD 6"ø RD-1 6"ø RD-1 6"ø RD-1 6"ø RD-1 6"ø RD-1 6"ø RD-1 6"ø RD-1 6"ø RD-1 6"ø ORD 6"ø RD 6"ø RD 6"ø ORD 6"ø RD 6"ø ORD SK 1 1/2" 3/4" 6"SD 6"SD 6"SD 6"SD 6"SD 6"SD 6"SD 6"SD 4" 4" 4" 4" 4" KEY PLAN A B C D E F G KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team H:\Projects\2016\1601 - Aldine Middle Schools\MEP\Revit\ALDINE MS ONE STORY\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE.rvt 11/16/2016 8:11:38 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 PLUMBING PLAN - Area F P-2.01F ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 Plumbing Plan - Area F 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 11.16.2016 GP GN GM GK GI FC GF GD GC GA G14G11G8G5G6G2G3G4E12E11E10E5 DJ G15E4E6E8E3 G7 E7 G10 G13 GB GH GL GO G12G9E9G1 GJ GE 2 1/2" 2"2" 4"3" 2 1/2" 6" WH-2 WH-2 WH-2 WH-2 SHW SHW SHW SHW SHW SHW SHW SHW 3"FD 3"FD WC2 WC 3"FD WC2 WC 3"FD 3"FD ??? 2" 3/4" 3/4" 2" SHW WC WC WC - --- WOMEN’S RR 1300B MENS RR 1300A COACHES’ OFFICE 1304 STAIR 1610G CONCESSION 1300C LAUNDRY 3045 BOYS ATHLETIC STORAGE 1310B GIRL’S PE STORAGE 3039 BOY’S PE STORAGE 3041 MDF 1331A BOYS ATHLETIC LOCKER 1306 BOY’S TOILET 1306A GYMNASIUM 1310 LOBBY 1300 BOYS PE LOCKER 1305 COACHES’ LOCKER 3044A COACHES’ RR 3044 GIRLS ATHLETICS STOR 1310A TECHNICAL SPECIALIST OFFICE 1331 PRACTICE GYM 1320 TOOL STOR 1342A GENERAL STOR 1342B LOTC 1340 TECH ED 1341 TECH ED LAB 1342 GYM STOR 3038 WEIGHT ROOM 1330 GIRL’S ATHLETIC LOCKERS 3044C GIRL’S COACHES’ OFFICE 3044B GIRL’S PE LOCKERS 3044E COACHES’ LOCKERS 3044F 10" STORM FL=FF -4.5 6"RDL 6"ODL 10"ODL 10"RDL 8"ODL 8"RDL 6"RDL 6"ODL 6"6" 8"8" 6"6" ODL RDL 6"RDL 6"ODL RDL ODL 6"6" 10" STORM FL=FF -4.5 10"ODL 10"RDL 8"ODL 8"RDL KEY PLAN A B C D E F G KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team H:\Projects\2016\1601 - Aldine Middle Schools\MEP\Revit\ALDINE MS ONE STORY\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE.rvt 11/16/2016 8:11:40 PM 1/8" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 LEVEL 1 PLUMBING PLAN - Area G P-2.01G ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/8" = 1'-0"1 Level 1 Plumbing Plan - Area G 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 11.16.2016 - CD CG CJ C1 FM GP B9 C2 C4 C5 C6 C8 C10 C11 CB CC FL CI CH FJ FD FF FH FI GN GM GK GI FC GF GD GC GA EA BH B4 B5 B10 B11 CA EB E2 D2 D1 BI BF BE BD BB BA B2 A1 B12 F4 F7 A2 A4 A6 F3 F8 F9 F10 EK EJ EI EH EGEF EE B3 D6 D7 D10 AC AD AF AG AH G14G11 G8G5 G6 G2 G3 G4 E12E11 AI A8 A9 D3 A15A16 DC DD DE DF CF EDDA D5 D9 DJ F1 F2 G15 D8 D12 BG C3 BC EC E8E1 G7 C12C9C7 DGCE DB AE AA A3 A5 A7 A10A11A12 A13A14 A17 A18 B1 B6 B7 B8 DH E7 G10 G13 GB GH GL GO G12G9 E9 G1 GJ GE D4 FE FG FK F11 DI FBFA F5 F6 1" 1" 1" 1" G5 G5 G5 G5 G5 G5 G5 G5 G5G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5G5 G5 G5 G5 G5 G5 1" 1" G5 1" 1"1" 1" 1"1" 1" 1" 1"1"1"1" 1 1/2"1 1/2" 1 1/2" 1 1/2" 2" 2" 2 1/2" 2 1/2" 1" 1" 1" 1"1" 1" 3/4" GAS DOWN TO FLOOR BELOW. 3/4" GAS DOWN TO FLOOR BELOW. 3/4" GAS DOWN TO FLOOR BELOW. 1" 3 1/2" 3/4" GAS DOWN TO FLOOR BELOW. PRV-1 PRV-2 PRV-3 PRV-4 PRV-5 PRV-6 PRV-7 PRV-8 PRV-9 PRV-1 0 1" GAS DOWN TO FLOOR BELOW. 1-1/2" GAS DOWN TO FLOOR BELOW. 2" GAS DOWN TO FLOOR BELOW. 2" GAS DOWN TO FLOOR BELOW. KEY PLAN A B C D E F G KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team H:\Projects\2016\1601 - Aldine Middle Schools\MEP\Revit\ALDINE MS ONE STORY\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE.rvt 11/16/2016 8:11:40 PM 1" = 20'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 ROOF PLUMBING PLAN P-2.02 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1" = 20'-0"1 Roof Plumbing Plan 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 11.16.2016 GA EK EJ G8G5 G6 G2 G3 G4 E10E5 CF E4 E6 E8E3 G7 E7 GB E9 G1 3/4" CW/HW BELOW SLAB TO SERVING LINE. PROVIDE CONTINUOUS 2" PVC SLEEVE . SLEEVE SHALL EXTEND 3" ABOVE CEILING AND 3" AFF. P12 P11 P11A P11 P11A P109A P109 P11 P11A P123 P123A P10 P161 P161 P161 P804A P161 P807 P10 P807A P807B P121 P121A P123 P123A P809 P809A P164A P164B P15 P10 P15 WCO P812B P812A P812C P10 P10 P110 P110A P5 P6 P251B P251A P123 P123A P249 P249 P249A P10 P7 P8 P11 P11A P11 P11A P808P808A P807 P807A P807B P10 P174 12" OVERFLOW DOWNSPOUT, SEE FLOOR PLAN 12" ROOF DRAIN DOWNSPOUT, SEE FLOOR PLAN P26 P25A P11 P11A P12 P14P14 P12 P12 P11 P11A LAV DI WATER PIPING SHALL BE SCH.40 CPVC WITH CPVC VALVES P10 P/D8 3"VTR P/D3 2" VTR 1.25" GAS FROM ANSUL VALVE TO EQUIPMENT, CONTINUOUSLY SLEEVED IN WALL. SEE FLOOR PLAN P1.05 FOR CONTINUATION. SEE RISER DIAGRAMS FOR COMPLETE SIZING AND SLEEVE ROUTING. TYPICAL OF 5 LOCATIONS IN KITCHEN. P809B 1.25" GAS FROM ANSUL VALVE TO EQUIPMENT, CONTINUOUSLY SLEEVED IN WALL. SEE FLOOR PLAN P1.05 FOR CONTINUATION. SEE RISER DIAGRAMS FOR COMPLETE SIZING AND SLEEVE ROUTING. TYPICAL OF 5 LOCATIONS IN KITCHEN. P/D6 4" VTR P/D7 3"VTR GK G11G8 G7 G9E9 GJ LD XDHD - --- KEY PLAN A B C D E F G KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team H:\Projects\2016\1601 - Aldine Middle Schools\MEP\Revit\ALDINE MS ONE STORY\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE.rvt 11/16/2016 8:11:47 PM 1/4" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 ENLARGED PLUMBING PLANS - KITCHEN AND MEZZANINE P-3.00 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/4" = 1'-0"1 Level 1 Plumbing Plan - Enlarged Kitchen Floor Plan SCALE: 1/4" = 1'-0"2 Mezzanine Plumbing Plan 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 11.16.2016 15/P4.02 15/P4.02 15/P4.02 GA EK EJ G8G5 G6 G2 G3 G4 E10E5 CF E4 E6 E8E3 G7 E7 GB E9 G1 3/4"3/4"3/4"3/4" 4"4"4"4" COCOCOCO 2"2"2"2" COCOCOCO COCOCOCO 1/2"1/2"1/2"1/2" 1/2"1/2"1/2"1/2" 2"2"2"2" 4"4"4"4" 4"4"4"4" 1/2"1/2"1/2"1/2" 2"2"2"2" 2"2"2"2" 3/4"3/4"3/4"3/4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4" 3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4" 3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4" 3/4"3/4"3/4"3/4" 3/4"3/4"3/4"3/4" 4"4"4"4" 4"4"4"4" 2"2"2"2" 1 1/4"1 1/4"1 1/4"1 1/4" 2"2"2"2" 2"2"2"2" 2"2"2"2" 2"2"2"2" 2"2"2"2" 2"2"2"2"2"2"2"2" 2"2"2"2" 1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2" 1 1/2"1 1/2"1 1/2"1 1/2"2"2"2"2" 2"2"2"2" 2"2"2"2"2"2"2"2" 2"2"2"2" 2"2"2"2" 1"1"1"1"1"1"1"1" 1"1"1"1"1"1"1"1" 1/2"1/2"1/2"1/2"3/4"3/4"3/4"3/4" 1"1"1"1"1"1"1"1" 1/2"1/2"1/2"1/2" 1 1/2"1 1/2"1 1/2"1 1/2"1"1"1"1"3/4"3/4"3/4"3/4" 4"4"4"4" 2"2"2"2" COCOCOCO 4"4"4"4" 4"4"4"4" 4"4"4"4"4"4"4"4"4"4"4"4"4"4"4"4" 4"4"4"4" 4"4"4"4" 4"4"4"4"4"4"4"4" 4"4"4"4" 4"4"4"4"4"4"4"4" 4"4"4"4" 4"4"4"4" 4"4"4"4" 4"4"4"4" 4"4"4"4" 4"4"4"4" 4"4"4"4" 4"4"4"4" 4"4"4"4" 4"4"4"4"4"4"4"4" COCOCOCO 4"4"4"4"4"4"4"4" 4"4"4"4" 4"4"4"4" 4"4"4"4"4"4"4"4" 3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4" 1 1/4"1 1/4"1 1/4"1 1/4" 2"2"2"2" 1 1/4"1 1/4"1 1/4"1 1/4"2"2"2"2" 2"2"2"2" 3/4"3/4"3/4"3/4"4"4"4"4" 3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4" 4"4"4"4" 3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4" 1"1"1"1"3/4"3/4"3/4"3/4" 1"1"1"1"3/4"3/4"3/4"3/4" 3/4"3/4"3/4"3/4"1"1"1"1" 1"1"1"1" 2"2"2"2" 3/4"3/4"3/4"3/4" 2"2"2"2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2" 1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2" 3/4"3/4"3/4"3/4" WC-2WC-2WC-2WC-2 3"FD3"FD3"FD3"FD GTGTGTGT GTGTGTGTGTGTGTGTGTGTGTGTGTGTGTGT G TGTGTGT GTGTGTGT GTGTGTGT GTGTGTGT GTGTGTGT GTGTGTGT GTGTGTGT GTGTGTGTGTGTGTGTCOCOCOCO 2"2"2"2" 2"2"2"2" 1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2" COCOCOCO 3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4" 3/4" CW/HW BELOW SLAB TO SERVING LINE. PROVIDE CONTINUOUS 2" PVC SLEEVE . SLEEVE SHALL EXTEND 3" ABOVE CEILING AND 3" AFF. P12 P11 P11A P11 P11A P109A P109 P11 P11A P123 P123A P249 P249A P249 P249A P10 P161 P161 P161 P804A P161 P807 P10 P807A P807B P121 P121A P123 P123A 3/4"3/4"3/4"3/4" 3/4"3/4"3/4"3/4" 3/4"3/4"3/4"3/4" 3/4"3/4"3/4"3/4" 4"4"4"4" 2"2"2"2"1"1"1"1" 3/4"3/4"3/4"3/4" P809 P809A P164A P164B P15 P10 P15 2"2"2"2"2"2"2"2" 4"4"4"4" 4"4"4"4"4"4"4"4" 4"4"4"4" 3"3"3"3" WCOWCOWCOWCOWBOXWBOXWBOXWBOX MBMBMBMB P812B P812A P812C P10 P10 P110 P110A P5 P6 P251B P251A P123 P123A P249 P249 P249A P10 P7 P8 P11 P11A P11 P11A P808P808A P807 P807A P807B P10 P174 2"2"2"2" 4"4"4"4" 2"2"2"2"4"4"4"4" 3/4"3/4"3/4"3/4" P26 P25A P11 P11A P12 P14P14 P12 P11 P11A P12 P11 P11A 4"4"4"4" 4"4"4"4" 4"4"4"4"4"4"4"4" GTGTGTGTGTGTGTGTGTGTGTGT LAVLAVLAVLAV 3/4"3/4"3/4"3/4" DIDIDIDI DIDIDIDI DIDIDIDI DIDIDIDI DIDIDIDI DIDIDIDI DIDIDIDI DIDIDIDI DI WATER PIPING SHALL BE SCH.40 CPVC WITH CPVC VALVES 3/4"3/4"3/4"3/4" 3/4"3/4"3/4"3/4" 3/4"3/4"3/4"3/4" COCOCOCO 4"4"4"4"4"4"4"4" 4"4"4"4" 4"4"4"4" 2"2"2"2"2"2"2"2" 2"2"2"2"3/4"3/4"3/4"3/4" P10 2"2"2"2" 3"3"3"3" 2"2"2"2"2"2"2"2" 2"2"2"2" 3"3"3"3" 3"3"3"3" VVVV VVVV VVVV VVVV VVVV VVVV VVVV P/E8P/E8P/E8P/E8 3"VTR3"VTR3"VTR3"VTR P/E3P/E3P/E3P/E3 2" VTR2" VTR2" VTR2" VTR VVVV VVVV 4"4"4"4" 4"4"4"4" 2"2"2"2"2"2"2"2" 1 1/4"1 1/4"1 1/4"1 1/4" 3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4" 3/4"3/4"3/4"3/4" 1.25" GAS FROM ANSUL VALVE TO1.25" GAS FROM ANSUL VALVE TO1.25" GAS FROM ANSUL VALVE TO1.25" GAS FROM ANSUL VALVE TO EQUIPMENT, CONTINUOUSLY SLEEVED INEQUIPMENT, CONTINUOUSLY SLEEVED INEQUIPMENT, CONTINUOUSLY SLEEVED INEQUIPMENT, CONTINUOUSLY SLEEVED IN WALL. SEE FLOOR PLAN P1.05 FORWALL. SEE FLOOR PLAN P1.05 FORWALL. SEE FLOOR PLAN P1.05 FORWALL. SEE FLOOR PLAN P1.05 FOR CONTINUATION. SEE RISER DIAGRAMSCONTINUATION. SEE RISER DIAGRAMSCONTINUATION. SEE RISER DIAGRAMSCONTINUATION. SEE RISER DIAGRAMS FOR COMPLETE SIZING AND SLEEVEFOR COMPLETE SIZING AND SLEEVEFOR COMPLETE SIZING AND SLEEVEFOR COMPLETE SIZING AND SLEEVE ROUTING. TYPICAL OF 5 LOCATIONS INROUTING. TYPICAL OF 5 LOCATIONS INROUTING. TYPICAL OF 5 LOCATIONS INROUTING. TYPICAL OF 5 LOCATIONS IN KITCHEN.KITCHEN.KITCHEN.KITCHEN. GGGG GGGG P809B GGGGGGGG 1"1"1"1"1"1"1"1"3/4"3/4"3/4"3/4"1"1"1"1" GGGG GGGGGGGG 1"1"1"1"1"1"1"1"1"1"1"1" 1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4" 3/4"3/4"3/4"3/4" GGGG GGGG GAS FROM ANSUL VALVE TOGAS FROM ANSUL VALVE TOGAS FROM ANSUL VALVE TOGAS FROM ANSUL VALVE TO EQUIPMENT, CONTINUOUSLY SLEEVED INEQUIPMENT, CONTINUOUSLY SLEEVED INEQUIPMENT, CONTINUOUSLY SLEEVED INEQUIPMENT, CONTINUOUSLY SLEEVED IN WALL. SEE FLOOR PLAN P1.05 FORWALL. SEE FLOOR PLAN P1.05 FORWALL. SEE FLOOR PLAN P1.05 FORWALL. SEE FLOOR PLAN P1.05 FOR CONTINUATION. SEE RISER DIAGRAMSCONTINUATION. SEE RISER DIAGRAMSCONTINUATION. SEE RISER DIAGRAMSCONTINUATION. SEE RISER DIAGRAMS FOR COMPLETE SIZING AND SLEEVEFOR COMPLETE SIZING AND SLEEVEFOR COMPLETE SIZING AND SLEEVEFOR COMPLETE SIZING AND SLEEVE ROUTING. TYPICAL OF 5 LOCATIONS INROUTING. TYPICAL OF 5 LOCATIONS INROUTING. TYPICAL OF 5 LOCATIONS INROUTING. TYPICAL OF 5 LOCATIONS IN KITCHEN.KITCHEN.KITCHEN.KITCHEN. VVVV 4"4"4"4" 4"4"4"4" P/E6P/E6P/E6P/E6 4" VTR4" VTR4" VTR4" VTR 2"2"2"2"3"3"3"3" 3"3"3"3" 3"3"3"3" VVVV VVVV VVVV VVVV VVVVVVVVVVVVVVVVVVVV VVVV VVVV VVVV 2"2"2"2" 2"2"2"2" 2"2"2"2" 2"2"2"2"2"2"2"2" 2"2"2"2" 2"2"2"2"2"2"2"2" P/E7P/E7P/E7P/E7 3"VTR3"VTR3"VTR3"VTR P/E5P/E5P/E5P/E5 3"VTR3"VTR3"VTR3"VTR 2"2"2"2" 2"2"2"2" VVVV VVVV P/E4P/E4P/E4P/E4 2" VTR2" VTR2" VTR2" VTR KEY PLAN A B C D E F G KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com MORRIS ARCHITECTS ARCHITECT Project Name Project Team H:\Projects\2016\1601 - Aldine Middle Schools\MEP\Revit\ALDINE MS ONE STORY\1601_ALDINE_MS_LEVEL_ONE CARLOS FILE.rvt 11/16/2016 8:11:47 PM 1/4" = 1'-0" ONE STORY MIDDLE SCHOOL PROTOTYPE ALDINE INDEPENDENT SCHOOL DISTRICT 08/10/2016 R304261.01 ENLARGED PLUMBING PLAN - TYPICAL SCIENCE LAB P-3.01 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS KITCHEN CONSULTANT SCALE: 1/4" = 1'-0"1 Level 1 Plumbing Plan - Enlarged Science Lab Typical Layout 1 06.03.2016 100% SCHEMATIC DESIGN 2 08.10.2016 100% DESIGN DEVELOPMENT 3 09.23.2016 50% CONSTRUCTION DOCUMENTS 4 11.16.2016 ISSUE FOR BID 11.16.2016 15 DW DW DW DW DW DW MM CLASSROOM 1709 CLASSROOM 1708 CLASSROOM 1707 CLASSROOM 1706 CLASSROOM 1705 CLASSROOM 1704 COORIDOR 3030 ART STUDIO 1710 FLEX 1700 NEIGH. STOR 1700E SCIENCE LAB 1725 SCIENCE LAB 1720 TEACHER STOR 1702 CLASSROOM 1703 TEACHER WORKROOM 1701 IDF 1700F MECH 1700CJAN 1700B BOY'S RR 1700A GIRL'S RR 1730A COORIDOR 3030 SCIENCE LAB 1750 MECH 1730C IDF 1730F TEACHER RR 1731A SKILLS SPCT 1732 COORIDOR 3030 SCIENCE LAB 1755 PREP 1750A PREP 1720A FLEX 1730 NEIGH. STOR 1730E KEYBOARDING 1740 KEYBOARDING STOR 1640B CLASSROOM 1739 CLASSROOM 1738 CLASSROOM 1737 CLASSROOM 1736 CLASSROOM 1735 CLASSROOM 1734 CLASSROOM 1733 COMPUTER LAB 1210 RESOURCE ROOM 1211 RTI CLASSRM 1212 RTI CLASSRM 1213 DYSLEXIA 1214 SAC 1215 RTI OFFICE 1207 RTI OFFICE 1208 SMALL CONF 1209 ADAPTIVE BEHAVIOR 1206 RESOURCE ROOM 1204 CLASSROOM 1833 SKILLS SPCT 1832 COORIDOR 1830 GIRL'S RR 1830A MECH 1830C IDF 1830F TEACHER WORKROOM 1831 CLASSROOM 1834 CLASSROOM 1835 CLASSROOM 1836 CLASSROOM 1837 CLASSROOM 1838 CLASSROOM 1839 COMPUTER LAB 1840 COMPUTER LAB STOR 1840B COORIDOR 1830 FLEX 1830 SCIENCE LAB 1855 PREP 1850A SCIENCE LAB 1850 BOY'S RR 1800A JAN 1800B MECH 1800C TEACHER WORKROOM 1801 TEACHER STOR 1802 HEALTH 1809 CLASSROOM 1803 CLASSROOM 1804 CLASSROOM 1805 CLASSROOM 1806 CLASSROOM 1807 CLASSROOM 1808 ART STUDIO 1810 FLEX 1800 SCIENCE LAB 1825 PREP 1820A SCIENCE LAB 1820 COORIDOR 1830 IDF 1800F CAFETERIA LOBBY 1400 STRUCTURED LEARNING CENTER 1203 STRUCTURED LEARNING CENTER 1205 SP. ED. COUNS. 1202 LIBRARY 1201LAUNDRY 1203A RR 1203B LIBRARY STORAGE 1201C WORK ROOM 1201B MAKER SPACE 1201A COORIDOR 1200 BOOK RM 1216 REGISTRAR 1020 ASSIST PRINCIPAL 1017 ASSIST PRINCIPAL 1016 LOUNGE STOR 1013A ADMIN STORAGE 1014 ADMIN FILE 1012 ASSIST PRINCIPAL 1011 AP WAITING 1010 ASSIST PRINCIPAL 1009 ADMIN CONF. 1008 OFFICE 1006 PRINCIPAL 1005 ESL CLERK 1022 SP ED CLERK 1021 ADMIN CONF. 1007COORIDOR 1000 SECRETARY/ RECEPTION 1000 ATTENDANCE 1001 SECURITY 1002 PARENT WR 1003 SECRETARY OFFICE 1004 VESTIBULE 1030 CORRIDOR 1200 CLINIC 1100 NURSE'S OFFICE 1100C ISOLATION 1100B DIAG 1111 DIAG 1112 IDF 1110A COUNS/DIAG WAIT 1110 COUNS 1116 COUNS 1114 SPEECH 1113 COUNS 1115 COUNS 1117 COUNS 1119 COUNS CONF 1121 TESTING COORD 1120 COORIDOR 3192 CLASSROOM 1603 SKILLS SPCT 1602 TEACHER WORKROOM 1601 IDF 1600F MECH 1600C JAN 1600B BOY'S RR 1600A GIRL'S RR 1630A MECH 1630C IDF 1630F TEACHER STOR 1632 CLASSROOM 1633 CLASSROOM 1634 CLASSROOM 1635 SCIENCE LAB 1650 PREP 1650A CLASSROOM 1636 SCIENCE LAB 1655 CLASSROOM 1637 CLASSROOM 1638 FLEX 1630 KEYBOARDING 1640 CLASSROOM 1639 ART STUDIO 1610ART STOR 1610A CLASSROOM 1609 CLASSROOM 1608 FLEX 1600 CLASSROOM 1607 SCIENCE LAB 1625 PREP 1620A SCIENCE LAB 1620CLASSROOM 1605 CLASSROOM 1606 CLASSROOM 1604 COORIDOR 1600 TEACHING THEATER 1230 BAND HALL 2 1550 BAND HALL 1 1540 INSTRUMENT STORAGE 1554 UNIFORM STOR 1553 MUSIC OFFICE 1551 DRESSING 1501 CHORAL ROOM 1520D OFFICE 1511 MUSIC OFFICE 1521 UNIFORM STOR 1522 EQUIP STOR 1523 DRAMA 1510 STAGE 1410A CAFETERIA 1400 ENSEMBLE 1530 BOILER 1535 SERVING 1420 FREEZER 1430A JAN 1434 FOOD RR 1433 LOCKER 1432 GYM STOR 3038 TECHNICAL SPECIALIST OFFICE 1331 WEIGHT ROOM 1330 GYMNASIUM 1310 BOYS ATHLETIC STORAGE 1310B GIRLS ATHLETICS STOR 1310A LOBBY 1300 CONCESSION 1300C WOMEN'S RR 1300B MENS RR 1300A LAUNDRY 3045 BOY'S PE STORAGE 3041 GIRL'S PE STORAGE 3039 PRACTICE GYM 1320 TECH ED 1341 TECH ED LAB 1342 BOYS ATHLETIC LOCKER 1306 MDF 1331A TRAINING ROOM 3044J BOY'S TOILET 1306A BOY'S SHOWER 1306B BOYS PE LOCKER 1305 COACHES' OFFICE 1304 COACHES' LOCKER 3044A LOTC 1340 GENERAL STOR 1342B TOOL STOR 1342A TEACHERS LOUNGE 1013 ALL CABLE IN THIS AREA SHALL BE ROUTED TO IDF 1110A ALL CABLE IN THIS AREA SHALL BE ROUTED TO IDF 1630F ALL CABLE IN THIS AREA SHALL BE ROUTED TO IDF 1730F ALL CABLE IN THIS AREA SHALL BE ROUTED TO IDF 1700F ALL CABLE IN THIS AREA SHALL BE ROUTED TO IDF 1830F ALL CABLE IN THIS AREA SHALL BE ROUTED TO IDF 1800F ALL CABLE IN THIS AREA SHALL BE ROUTED TO MDF 1331A ALL CABLE IN THIS AREA SHALL BE ROUTED TO IDF 1600F ALL CABLE IN THIS AREA SHALL BE ROUTED TO IDF 1440A T3.02 5 T3.02 6 T3.02 1 T3.02 3 T3.02 4 T3.02 2 T3.02 9 T3.02 7 T3.02 8 IDF 1440A C-PRAC 1520A C-PRAC 1520B C-PRAC 1520C MUSIC LIB 1521A B-PRAC 1540E B-PRAC 1540D B-PRAC 1540A B-PRAC 1540B B-PRAC 1540C NEIGH. STOR 1800D NEIGH. STOR 1830D NEIGH. STOR 1700D TEACHER RR 1601A CLINIC RR 1100A PARENT RR 1003A ADMIN. RR - WOMEN 1024 TEACHER RR 1631A TEACHER RR 1701A TEACHER RR 1801A TEACHER RR 1831A NURSE'S STOR 1100D NEIGH. STOR 1730D CORRIDOR 1203C SECURE ROOM 1120.1 DRAMA STAGE 1018 COUNS STOR 1118 TEACHER WORKROOM 1631 STAIR 1610G JAN 1500A ART STOR 1810A VENDING 1013 NEIGH. STOR 1830E NEIGH. STOR 1800E KEYBOARDING STOR 1640A NEIGH. STOR 1630E NEIGH. STOR 1630D NEIGH. STOR 1600D NEIGH. STOR 1600E COACHES' RR 3044 EQUIP STOR 1552 MUSIC LIB 1551A GIRL'S RR 1500B BOY'S RR 1500C ADMIN. RR - MEN 1023 AP WAITING 1015 ART STOR 1710A GIRL'S RR + SHOWERS 3044D GIRL'S ATHLETIC LOCKERS 3044C GIRL'S COACHES' OFFICE 3044B GIRL'S PE LOCKERS 3044E COACHES' RR 3044G COACHES' LOCKERS 3044F KILN ROOM 1610K 24070 DESNECIL S A XET S T A T E OF MELVIN KALMANS REENIGNEL P R O F E SSI O N A 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 281.664.1900 | Registration No. F-4111 Houston | Dallas/Ft. Worth | Baton Rouge KMES Project No. |expect a difference | KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com Project Name MORRIS ARCHITECTS ARCHITECT Project Team 11/16/2016 1 11/16/2016 BID SET 1" = 20'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 TECHNOLOGY FIRST FLOOR COMPOSITE PLAN T1.01 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL Scale: 1" = 20'-0"1 1-TECHNOLOGY FIRST FLOOR COMPOSITE PLAN GFCI GFCI GFCI GFCI GFCI DW DW DW DW DW DW GFCI GFCI GFCI WW W W W W W W W W W W W W W W WW W W W W W W W W W W W W W W W W W W W W W WWW W W W W W W W WWWWWW W W W WWWWWWW W W W W S2 S2 S2 S2 W W W W W W W W W W W W WW W W W W WW W WW W W W W W W W W W W W W W W W W W W W W W W W W W W K W W W W W W W W W K S3 S3 W W S S3 W W S W S MMMMM M S M M M M SW SW W S M M M M M M M M W W M M M SWM SWM SWM SWM SWM S3W DD M W W W CR M W W W M M M DD D S M M S S S CR S3 S W P P W SWM S S D D DD DD P D S S P P S S S S S D L S L S L S L S D D CR S L S S S S M S S DD MM M M M SB SB SB SB SB SB M M M M M M M M M SB SB SB SB MM DD S CR 24070 DESNECIL S A XET S T A T E OF MELVIN KALMANS REENIGNEL P R O F E SSI O N A 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 281.664.1900 | Registration No. F-4111 Houston | Dallas/Ft. Worth | Baton Rouge KMES Project No. |expect a difference | KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com Project Name MORRIS ARCHITECTS ARCHITECT Project Team 11/16/2016 1 11/16/2016 BID SET 1" = 60'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 TECHNOLOGY TOWNSEN SITE PLAN T1.02 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL Scale: 1" = 60'-0"1 TOWNSEN SITE PLAN S S S S S S S S S S S S S S S S S S S S S S S S CR S WW W W W W W S S W M M MMM M M M M M M M M M M S3 S3 S3 DD DD DD DD D S S S S S S W W K W D1V1 D1V1 D1V1 D1V1 D1V1 D1V1 D1V1 D1V1 D1V1 D1V1 D1V1 D1V1 D1V1 D1V1 D1V1 D1V1 D1V1 D3V1 D1V1 D1V1 D1V1 D1V1 D1V1 D1V1 D1V1 D1 IM D-2D-1 B-H A-1 A-3 A-A A-C A-F A-6 A-9 CORRIDOR 1200 LOUNGE STOR 1013A SP ED CLERK 1021 ESL CLERK 1022 ADMIN CONF. 1007 SECRETARY/ RECEPTION 1000 OFFICE 1006 ADMIN CONF. 1008 ASSIST PRINCIPAL 1009 AP WAITING 1010 ASSIST PRINCIPAL 1011 ATTENDANCE 1001 PARENT RR 1003A ADMIN STORAGE 1014 ADMIN FILE 1012 ADMIN. RR - WOMEN 1024 VENDING 1013 TEACHERS LOUNGE 1013 PARENT WR 1003 PRINCIPAL 1005 ADMIN. RR - MEN 1023 SECRETARY OFFICE 1004 SECURITY 1002 VESTIBULE 1030 ASSIST PRINCIPAL 1017 ASSIST PRINCIPAL 1016 COORIDOR 1000 REGISTRAR 1020 TS V1 1 TECHNOLOGY KEYED NOTES 1 DATA DROP FOR TIMECLOCK. 24070 DESNECIL S A XET S T A T E OF MELVIN KALMANS REENIGNEL P R O F E SSI O N A 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 281.664.1900 | Registration No. F-4111 Houston | Dallas/Ft. Worth | Baton Rouge KMES Project No. |expect a difference | KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com Project Name MORRIS ARCHITECTS ARCHITECT Project Team 11/16/2016 1 11/16/2016 BID SET As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 TECHNOLOGY FIRST FLOOR PLAN- AREA A T2.01 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL Scale: 1/8" = 1'-0"1 TECHNOLOGY FIRST FLOOR PLAN- AREA A S S S S S S S W W W W W W W S W S S S S SSS S S S S SW WSSW S W S W S W S W S W S W S W S S S CRCR S S SSS S SSS S S S W S W S S W W M M M M M M M M M M M M M M M M M S3 S3 S3 S3 S3 D D D D D D D D M W S S W M S D S W W S W M S W M W W W W S3 S3 W M S S D P D S S P P S S S S S D L S L S L S L S V1 V1 IM IM IM IM IM IM IM IM IM D2 V1 D2 D2 V1 V1 D2 V1 D2 V1 D2 V1 IM D2 V1 V1 D2 D2 V1 V1 D2 V1 D2 V1 D2 V1 D2 D2 V1 IM IM IM IM IM IM IM IM V1 D2 D2 V1 IM IM IM D1 D1V1 D1 V1 V1 D1V1 V1 D2 D2D2 IM D1V1 B-G B-H G-N G-O G-P G-Q G-R G-4 G-5 G-1 G-3 D-D D-C D4 D4 D4 D4 D4 D4 D4 ART STUDIO 1610 CLASSROOM 1639 CLASSROOM 1633 CLASSROOM 1637 B-PRAC 1540E B-PRAC 1540D B-PRAC 1540A B-PRAC 1540B B-PRAC 1540C IDF 1630F JAN 1600B TEACHER RR 1601A MECH 1600C TEACHER RR 1631A MECH 1630C IDF 1600F DRESSING 1501 UNIFORM STOR 1553 INSTRUMENT STORAGE 1554 BAND HALL 2 1550 TEACHER STOR 1632 TEACHER WORKROOM 1631 BAND HALL 1 1540 JAN 1500A KEYBOARDING STOR 1640A NEIGH. STOR 1630E PREP 1650A NEIGH. STOR 1630D NEIGH. STOR 1600D SCIENCE LAB 1650 NEIGH. STOR 1600E SCIENCE LAB 1655 ART STOR 1610A SCIENCE LAB 1620 SKILLS SPCT 1602 TEACHER WORKROOM 1601 CLASSROOM 1603 GIRL'S RR 1630A EQUIP STOR 1552 MUSIC LIB 1551A MUSIC OFFICE 1551 TEACHING THEATER 1230 GIRL'S RR 1500B BOY'S RR 1500C BOY'S RR 1600A COORIDOR 1600 COUNS/DIAG WAIT 1110 FLEX 1600 SCIENCE LAB 1625 PREP 1620A KEYBOARDING 1640 CLASSROOM 1638 FLEX 1630 CLASSROOM 1604 CLASSROOM 1605 CLASSROOM 1606 CLASSROOM 1607 CLASSROOM 1608 CLASSROOM 1636 CLASSROOM 1635 CLASSROOM 1634 CLASSROOM 1609 D1V1 AV1 D2 D2 D2 TS TS 1 1 2 2 2 TECHNOLOGY KEYED NOTES 1 DATA DROP FOR BMCS. COORDINATE FINAL LOCATION WITH DIVISION 26. 2 PROJECTOR SCREEN LOCATION. 24070 DESNECIL S A XET S T A T E OF MELVIN KALMANS REENIGNEL P R O F E SSI O N A 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 281.664.1900 | Registration No. F-4111 Houston | Dallas/Ft. Worth | Baton Rouge KMES Project No. |expect a difference | KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com Project Name MORRIS ARCHITECTS ARCHITECT Project Team 11/16/2016 1 11/16/2016 BID SET As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 TECHNOLOGY FIRST FLOOR PLAN- AREA B T2.02 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL Scale: 1/8" = 1'-0"1 TECHNOLOGY FIRST FLOOR PLAN- AREA B WS W S WS WS WS WSWSWSWSWS WS WS S WS WS WSWSWSWSWSWSWS S S S S S S S S S SSSS S S M M M M M M M M M CR CR S W W W S3 S3 S3 S3 D D DD WS M M M M S D D D M M D D M M M M M M M W S S3 W W S S D D V1 IM IM IM IM IM IM IM IM V1 V1 V1 V1 V1 IM IM D2 D2V1 V1 IM IM D2 D2V1 V1 IM IM IM IM IM D2 D2V1 V1 D2 V1 D1 D1V1 IM IM D2V1 IMIM D2V1 V1 D1 V1 D2V1D2V1 D2V1D2V1 V1 D2 IM D2 D2D2 D2D2 D2D4 D4 D4 D1V1 C-D C-H C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-B C-C C-G C-F G-A E-C D4 D4 D2 D2 CLASSROOM 1739 MECH 1730C CLASSROOM 1709 IDF 1700FNEIGH. STOR 1700D JAN 1700B TEACHER RR 1701A TEACHER WORKROOM 1701 MECH 1700C TEACHER RR 1731A SCIENCE LAB 1750 NEIGH. STOR 1730DKEYBOARDING 1740 SCIENCE LAB 1755 NEIGH. STOR 1700E PREP 1750A NEIGH. STOR 1730E SKILLS SPCT 1732 TEACHER STOR 1702 BOY'S RR 1700A GIRL'S RR 1730A COORIDOR 3030 CLASSROOM 1703 CLASSROOM 1704 CLASSROOM 1705 CLASSROOM 1706 CLASSROOM 1707 CLASSROOM 1708 IDF 1730F KEYBOARDING STOR 1640B CLASSROOM 1738 CLASSROOM 1737 CLASSROOM 1736 CLASSROOM 1735 CLASSROOM 1734 CLASSROOM 1733 ART STOR 1710A ART STUDIO 1710 FLEX 1700 SCIENCE LAB 1725 PREP 1720A SCIENCE LAB 1720 FLEX 1730 D1V1 D2 D2 1 1 TECHNOLOGY KEYED NOTES 1 DATA DROP FOR BMCS. COORDINATE FINAL LOCATION WITH DIVISION 26. 24070 DESNECIL S A XET S T A T E OF MELVIN KALMANS REENIGNEL P R O F E SSI O N A 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 281.664.1900 | Registration No. F-4111 Houston | Dallas/Ft. Worth | Baton Rouge KMES Project No. |expect a difference | KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com Project Name MORRIS ARCHITECTS ARCHITECT Project Team 11/16/2016 1 11/16/2016 BID SET As indicated TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 TECHNOLOGY FIRST FLOOR PLAN- AREA C T2.03 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL Scale: 1/8" = 1'-0"1 TECHNOLOGY FIRST FLOOR PLAN- AREA C S S S S S S S S S SS SSS W W S S W S W S S W S W S W S S S W S W S W S W S W S W S S W S S W S W SSWS S S CR S SSSSSS S S W W W W S W S S W S M M MM M M S M M M M S W S W S3 P CR S L S MM M M M SB SB SB SB SB SB M M M M M M M M M SB SB SB SB MM D2 D1V1 IM IM D2 V1 D2 V1 D2 V1 D2 V1 IM IM IMD2 V1D2 V1 D1V1 D1V1 D1V1 D2 V1 D2 V1 D2 V1 D2 V1 IM IM IM IM IM IM D1V1 D1V1 D1V1 D1V1 D1V1 D1V1 V1 D1V1D1V1 D1V1D1V1 D2 D2 D2 D2 D2V1 C-8 G-D G-C D-2D-1 F-4F-3 F-6 F-8 E-C D-12 D-16 D-F D-H D-I D-C D-9 AV1 D4 D4 D4 D4 D4 D4 D4 D4 STRUCTURED LEARNING CENTER 1203 RTI OFFICE 1207 RTI OFFICE 1208 SP. ED. COUNS. 1202 COUNS 1117 COUNS 1115 SPEECH 1113 STRUCTURED LEARNING CENTER 1205 WORK ROOM 1201B RESOURCE ROOM 1204 LIBRARY 1201 CLINIC RR 1100A NURSE'S STOR 1100D IDF 1110A CORRIDOR 1203C LAUNDRY 1203A SECURE ROOM 1120.1 COUNS STOR 1118 ISOLATION 1100B RTI CLASSRM 1212 RTI CLASSRM 1213 DYSLEXIA 1214 SAC 1215 COUNS 1119 RESOURCE ROOM 1211 SMALL CONF 1209 ADAPTIVE BEHAVIOR 1206 RR 1203B COORIDOR 1200 LIBRARY STORAGE 1201C MAKER SPACE 1201A COORIDOR 3192 COUNS CONF 1121 BOOK RM 1216 TESTING COORD 1120 COUNS 1116 COUNS 1114 DIAG 1112 NURSE'S OFFICE 1100C CLINIC 1100 DIAG 1111 COMPUTER LAB 1210 V1 D1V1 IM D1V1 D1V1 IM 24070 DESNECIL S A XET S T A T E OF MELVIN KALMANS REENIGNEL P R O F E SSI O N A 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 281.664.1900 | Registration No. F-4111 Houston | Dallas/Ft. Worth | Baton Rouge KMES Project No. |expect a difference | KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com Project Name MORRIS ARCHITECTS ARCHITECT Project Team 11/16/2016 1 11/16/2016 BID SET 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 TECHNOLOGY FIRST FLOOR PLAN- AREA D T2.04 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL Scale: 1/8" = 1'-0"1 TECHNOLOGY FIRST FLOOR PLAN- AREA D SSSSSS SS SS SSS SS SSS SS S S S W S S W S W S S W S S S S S S S S S W W W W M S3 S3 CR D D S S W CRK W S CR P D S S S M IM V1 D2 D1V1 D1V1 D1V1 D1 D1 D1 D2 G-A E-J E-H E-G E-E G-4 G-5G-1 G-2 G-3 D-F D-G D-H D-I V1 AV1 MUSIC OFFICE 1521 C-PRAC 1520A C-PRAC 1520B C-PRAC 1520C D OFFICE 1511 MUSIC LIB 1521A LOCKER 1432 FREEZER 1430A FOOD RR 1433 DRAMA STAGE 1018 DRAMA 1510 JAN 1434 EQUIP STOR 1523 UNIFORM STOR 1522 SERVING 1420 ENSEMBLE 1530 BOILER 1535 CAFETERIA 1400 STAGE 1410A CHORAL ROOM 1520 IDF 1440A D1 D1 D1 D1 D2 IM V1 D2 COOLER 1430B MECHANICAL ROOM 1440 OFFICE 1431 PREP 1430 2 3D1 4 4 4 5 5 1 D1 D1 1 1 6 TECHNOLOGY KEYED NOTES 1 DATA DROP FOR BMCS. COORDINATE FINAL LOCATION WITH DIVISION 26. 2 DATA DROP FOR LOCAL SOUND SYSTEM. COORDINATE FINAL LOCATION WITH DIVISION 26. 3 DATA DROP FOR THEATRICAL LIGHTING SYSTEM. COORDINATE FINAL LOCATION WITH DIVISION 26. 4 DATA DROP FOR MENU BOARDS. COORDINATE FINAL LOCATION WITH FOOD SERVICES. 5 DATA DROP FOR P.O.S. EQUIPMENT. COORDINATE FINAL LOCATION WITH FOOD SERVICES. 6 PROJECTOR SCREEN LOCATION. 24070 DESNECIL S A XET S T A T E OF MELVIN KALMANS REENIGNEL P R O F E SSI O N A 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 281.664.1900 | Registration No. F-4111 Houston | Dallas/Ft. Worth | Baton Rouge KMES Project No. |expect a difference | KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com Project Name MORRIS ARCHITECTS ARCHITECT Project Team 11/16/2016 1 11/16/2016 BID SET 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 TECHNOLOGY FIRST FLOOR PLAN- AREA E T2.05 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL Scale: 1/8" = 1'-0"1 TECHNOLOGY FIRST FLOOR PLAN- AREA E S W S W S W S W S W S W S W S W S S S W S W S W S W S W S W S W S CR CR S S S S S SW S W S S S S S S SS S W W M M M M M S3S3 S3 S3 D D D D D D D M M M M M M M M W W M M M S W M S W M S W M S W M S W M S3 W D D S WM S S DD D2 V1 D2 V1 D2 V1 D2 V1 D2 V1 D2 V1 D2 V1 IM IM IM IM IM IM IM D2 V1 IM D2 V1 D2 V1 IM D2 V1 D2 V1 IM IM D2 V1 IM D2 V1 D2 V1 D2 V1 D2 V1 D2 V1 D2 V1 D2 V1 IM IM IM IM IM IM IM D1 D1 V1 V1 IM IM D1V1 IM D1V1 F-H F-F F-B F-C F-D F-E F-4 F-5F-3 F-6 F-7 F-8F-I F-2 D4D4 D4 D4 D2 D2 D2 CLASSROOM 1839 CLASSROOM 1808 NEIGH. STOR 1800D NEIGH. STOR 1830D IDF 1830F TEACHER STOR 1802 IDF 1800F JAN 1800B MECH 1800C TEACHER WORKROOM 1801 TEACHER RR 1801A TEACHER RR 1831A TEACHER WORKROOM 1831 SKILLS SPCT 1832 SCIENCE LAB 1855 PREP 1850A SCIENCE LAB 1850 ART STOR 1810A COMPUTER LAB STOR 1840B NEIGH. STOR 1830E NEIGH. STOR 1800E SCIENCE LAB 1820 MECH 1830C GIRL'S RR 1830A BOY'S RR 1800A COORIDOR 1830 HEALTH 1809 CLASSROOM 1803 CLASSROOM 1804 CLASSROOM 1805 CLASSROOM 1806 CLASSROOM 1807 SCIENCE LAB 1825 PREP 1820A FLEX 1800 COMPUTER LAB 1840 CLASSROOM 1838 CLASSROOM 1837 CLASSROOM 1836 CLASSROOM 1835 CLASSROOM 1834 CLASSROOM 1833 FLEX 1830 ART STUDIO 1810 KILN ROOM 1610K D2 D4 D4 1 1 TECHNOLOGY KEYED NOTES 1 DATA DROP FOR BMCS. COORDINATE FINAL LOCATION WITH DIVISION 26. 24070 DESNECIL S A XET S T A T E OF MELVIN KALMANS REENIGNEL P R O F E SSI O N A 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 281.664.1900 | Registration No. F-4111 Houston | Dallas/Ft. Worth | Baton Rouge KMES Project No. |expect a difference | KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com Project Name MORRIS ARCHITECTS ARCHITECT Project Team 11/16/2016 1 11/16/2016 BID SET 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 TECHNOLOGY FIRST FLOOR PLAN- AREA F T2.06 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL Scale: 1/8" = 1'-0"1 TECHNOLOGY FIRST FLOOR PLAN- AREA F S S S S S S S S S S S S S S S S S S S S S S S2 S2 S2 S2 M S S S S S S S S W S S S S S S S W S W S W S W CR W W W M M M M S3 S3 S3S3 S3 CR D D D D D D D D DD D DD D S S M W W W CR W W W M M M D D D S M M S S S W D D D D D D S CR D1V1 D1V1 D1V1 IM D2 V1 IM IM V1 D2 D2 V1 G-I G-H G-G G-E G-D G-C G-A F-8 G-10G-8G-7G-4 G-5G-1 G-2 G-3 D-L D2 D4 D4 D4 D4 D4 D4 D4 D4 D4 D4 D4 D4 D4 D4 D1V1 D1V1 FREEZER 1430A TOOL STOR 1342A CONCESSION 1300C GENERAL STOR 1342B LAUNDRY 3045 WOMEN'S RR 1300B MENS RR 1300A GYM STOR 3038 LOTC 1340 TECH ED LAB 1342 TECH ED 1341 COACHES' OFFICE 1304 STAIR 1610G BOYS ATHLETIC STORAGE 1310B GIRL'S PE STORAGE 3039 BOY'S PE STORAGE 3041 TRAINING ROOM 3044J MDF 1331A BOYS ATHLETIC LOCKER 1306 BOY'S SHOWER 1306B BOY'S TOILET 1306A GYMNASIUM 1310 LOBBY 1300 BOYS PE LOCKER 1305 COACHES' LOCKER 3044A COACHES' RR 3044 GIRLS ATHLETICS STOR 1310A WEIGHT ROOM 1330 TECHNICAL SPECIALIST OFFICE 1331 PRACTICE GYM 1320 CAFETERIA LOBBY 1400 GIRL'S RR + SHOWERS 3044D GIRL'S ATHLETIC LOCKERS 3044C GIRL'S COACHES' OFFICE 3044B GIRL'S PE LOCKERS 3044E COACHES' RR 3044G COACHES' LOCKERS 3044F D2 1 V1 V1 V1 D2 1 TECHNOLOGY KEYED NOTES 1 DATA DROP FOR LOCAL SOUND SYSTEM. COORDINATE FINAL LOCATION WITH DIVISION 26. 24070 DESNECIL S A XET S T A T E OF MELVIN KALMANS REENIGNEL P R O F E SSI O N A 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 281.664.1900 | Registration No. F-4111 Houston | Dallas/Ft. Worth | Baton Rouge KMES Project No. |expect a difference | KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com Project Name MORRIS ARCHITECTS ARCHITECT Project Team 11/16/2016 1 11/16/2016 BID SET 1/8" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 TECHNOLOGY FIRST FLOOR PLAN- AREA G T2.07 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL Scale: 1/8" = 1'-0"1 TECHNOLOGY FIRST FLOOR PLAN- AREA G DESCRIPTION (DISREGARD ITEMS NOT SHOWN ON PLANS)SYMBOL SUBSCRIPTS AND ABBREVIATIONS DATA OUTLET WITH CABLE AND TERMINATION QUANTITIES AS INDICATED SYMBOL SCHEDULE INTERACTIVE MONITOR LOCATION INDICATES WEATHERPROOF INDICATES WIREGUARD WP WG NEXT TO ANY SYMBOL INDICATES FINAL ROUGH-IN FIELD COORDINATION BY CONTRACTOR WITH ARCHITECTURAL MILLWORK DRAWINGS AND OTHER TRADES CONCEALED SERVICE MULTI-ACCESS FLOOR BOX WITH DATA DROPS WITH CABLE AND TERMINATION QUANTITIES AS INDICATED TWO CHANNEL POWER/COMMUNICATIONS POWER POLE TRANSFORMER FOR DOOR BELL/BUZZER CHIME/BUZZER MULTI-MEDIA STATION INPUT MULTI-MEDIA OUTPUT SPEAKER FOR LOCAL SOUND REINFORCEMENT SYSTEM MICROPHONE OUTLET WIRELESS ACCESS POINT LOCATION. PROVIDE (2) DATA DROPS AT LOCATION INDICATED. CEILING MOUNTED RECESSED COMMUNICATIONS SYSTEM SPEAKER SURFACE MOUNTED COMMUNICATIONS SYSTEM SPEAKER SURFACE MOUNTED COMMUNICATIONS SYSTEM HORN COMBINATION DATA & VOICE OUTLET WITH CABLE AND TERMINATION QUANTITIES AS INDICATED VOICE OUTLET WITH CABLE AND TERMINATION QUANTITIES AS INDICATED DATA AND COMMUNICATION DEVICES DOOR POSITION SWITCH CEILING MOUNTED SECURITY SYSTEM MOTION SENSOR WALL MOUNTED SECURITY SYSTEM MOTION SENSOR KEYPAD CARD READER SAFETY AND SECURITY GLASS BREAK SENSOR SECURITY CAMERA LIFE SKILLS CAMERA SECURITY SIREN SCHOOL COMMUNICATION SYSTEM ADMINISTRATION CONTROL STATION OUTLET AND DESK MOUNTED ACS HAND SET SCHOOL COMMUNICATION SYSTEM OUTLET AND DESK MOUNTED STAFF STATION HAND SET SCHOOL COMMUNICATION SYSTEM OUTLET AND WALL MOUNTED STAFF STATION HAND SET SCHOOL COMMUNICATION SYSTEM ADMINISTRATIVE MICROPHONE OUTLET SECURITY SYSTEM LOCKDOWN BUTTON VERIFY MOUNTING HEIGHTS OF ALL DEVICES WITH CASEWORK ELEVATIONS PRIOR TO ROUGH-IN. REFER TO ARCHITECTURAL DRAWINGS FOR ROOM ELEVATIONS FOR LOCATION AND COORDINATION OF ELECTRICAL OUTLETS. AT KNEESPACE LOCATIONS, LOCATE DROPS WITHIN KNEESPACE ADJACENT TO ELECTRICAL OUTLET, UNLESS NOTED OTHERWISE. AT COUNTERS WITHOUT KNEESPACE, LOCATE DROPS HORIZONTALLY 6-INCHES ABOVE BACK SPLASH, UNLESS NOTED OTHERWISE. TECHNOLOGY GENERAL NOTES: 1. POPITS FOR DEVICES IN HIGH-CEILING CORRIDORS SHALL BE LOCATED IN THE NEAREST MECHANICAL OR STORAGE ROOM. 2. RECESSED EXTERIOR COMMUNICATIONS SYSTEM HORN UNLESS INDICATED OTHERWISE, DATA DROPS IN MECHANICAL ROOMS ARE FOR BMCS. COORDINATE FINAL LOCATION WITH BMCS CONTRACTOR PRIOR TO INSTALLATION. 3. INTERACTIVE TOUCH SCREEN LOCATION S M W S S2 S3 S4 # # T L # # D M M K CR GB SB A D W H P IM AV1 P TS SCALE: SCALE:2 1 9 2 45 1 2 2 2 10 6 7 8 4 9 2 45 1 2 2 2 10 6 7 8 5 5 DETAIL KEYED NOTES: 1 CONTRACTOR TO FURNISH 1RU FIBER OPTIC ENCLOSURE. FOR TERMINATION OF FIBER BACKBONE TIE 2 CONTRACTOR FURNISH 48-PORT LOADED ANGLED PATCH PANEL FOR TERMINATION OF NEW CAT-6 CABLING. QUANTITY SHOWN FOR REFERENCE PLEASE PROVIDE NECESSARY AMOUNT. 3 CONTRACTOR TO FURNISH 6KVA UPS. 4 5 CONTRACTOR TO FURNISH NEW 6" VERTICAL WIRE MANAGERS 6 CONTRACTOR TO FURNISH NEW 12-STRAND OS2, INTERLOCKING ARMORED FIBER BACK TO MC. 7 CONTRACTOR TO FURNISH (2) NEW CATEGORY 6 CMP COPPER TIE CABLE BACK TO MC. 8 CONTRACTOR FURNISH 24-PORT LOADED FLAT PATCH PANEL FOR TERMINATION OF CAT-6 BACKBONE COPPER TIE 9 CONTRACTOR TO FURNISH NEW 10KVA UPS. 10 CONTRACTOR TO FURNISH NEW NETWORK CHASSIS SWITCH 11 CONTRACTOR TO FURNISH NEW NETWORK STACKING SWITCH CONTRACTOR TO FURNISH NEW 10" VERTICAL WIRE MANAGERS TYPICAL IC LAYOUT DETAIL 2 RACKS NONE TYPICAL MC LAYOUT DETAIL 3 RACKS NONE SCALE:SCALE:45NONE LADDER RACK DETAIL NUC RACK TO RUNWAY MOUNTING PLATE CABLE RUNWAY ELEVATION KIT ROUTE ALL TECHNOLOGY CABLES ON 12" RUNWAY RE: SPECIFICATIONS VERTICAL CABLE MANAGEMENT (TYPICAL) FLOOR MOUNTED NETWORK RACK A SDF FINISH FLOOR CEILING TACKBOARD MARKER BOARD 54" 65" INTERACTIVE MONITOR INTERACTIVE MONITOR TYPICAL LAYOUT NONE SCALE: BLANKBLANK 3 P KEYED NOTES (DETAIL) SYMBOL INDICATED ON DRAWINGS FOR MULTI-MEDIA INLET, WIRING, CONNECTIONS, AND COMMUNICATION CABLING ADJACENT TO POWER RECEPTACLE. SYMBOL INDICATED ON DRAWINGS FOR CEILING MOUNTED PROJECTOR, CONNECTIONS, ADJACENT TO POWER RECEPTACLE. EXISTING RECEPTACLE FOR REFERENCE ONLY. FLOOR CABLING INSIDE 1" CONDUIT STUBBED ABOVE CEILING. DATA CEILING DATA PROVIDE J-BOXES, FACEPLATES, AND DATA/VOICE CABLING BACK TO MDF/IDF. DATA SHOWN FOR REFERENCE ONLY CEILING MOUNTED FACEPLATE WITH THE FOLLOWING TERMINATIONS: 1. (1) HDMI 2. (1) VGA 3. (1) 3.5MM AUDIO 2-GANG STAINLESS STEEL FACEPLATE WITH DEVICES AS INDICATED. PLENUM RATED RUNNER CABLES WITH SERVICE LOOP ABOVE CEILING AS REQUIRED. +18" A.F.F. AV1 HDMI VGA AUDIO 3.54 3 5 1 2 3 2 11 6 6 CEILING MOUNTED PROJECTOR MULTI-MEDIA OUTLET LAYOUT NONE 5 2 4 24070 DESNECIL S A XET S T A T E OF MELVIN KALMANS REENIGNEL P R O F E SSI O N A 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 281.664.1900 | Registration No. F-4111 Houston | Dallas/Ft. Worth | Baton Rouge KMES Project No. |expect a difference | KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com Project Name MORRIS ARCHITECTS ARCHITECT Project Team 11/16/2016 1 11/16/2016 BID SET TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 TECHNOLOGY SCHEDULES, NOTES, AND DETAILS T3.01 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL F-6D-X IDF 1110A 1 1 4 5 5 8 2 6 3 3 9 7 10 10 IDF 1440A 1145 5 8 26 3 3 9 710 B-H F-7 IDF 1600F 1 1 4 5 5 8 2 6 3 3 9 7 10 10 E-A B-H G-2 1 1 4 5 5 8 2 63 3 9 7 10 10 C-8 1 1 4 5 5 8 2 6 3 3 9 7 10 10 IDF 1700F C-8 1 1 4 5 5 8 2 6 3 3 9 7 10 10 IDF 1730F 1 1 4 5 5 8 2 63 3 9 7 10 10 IDF 1800F 1 1 4 5 5 8 2 6 3 3 9 7 10 10 IDF 1830F G-E G-8 1145 5 8 26 3 3 9 710 10 14 MDF 1331A CABLE RUNWAY WALL ANGLE SUPPORT TECHNOLOGY KEYED NOTES 1 2 19" 2-POST RACK CABLE RUNWAY JUNCTION SPLICE KIT3 10" VERTICAL WIRE MANAGER4 6" VERTICAL WIRE MANAGER5 CABLE RUNWAY TO BE RAN VERTICALLY TO COORIDOR CONDUITS. PROVIDE VERTICAL MOUNT AND RADIUS DROP KITS 6 TMGB STYLE GROUNDING BUS BAR7 CABLE RUNWAY END CAPS8 12" WIDE CABLE RUNWAY9 LOCATION OF FIRE RATED PLYWOOD. COVER ENTIRE WALL. 10 24070 DESNECIL S A XET S T A T E OF MELVIN KALMANS REENIGNEL P R O F E SSI O N A 10930 W. Sam Houston Parkway N., Suite 900 Houston, Texas 77064 281.664.1900 | Registration No. F-4111 Houston | Dallas/Ft. Worth | Baton Rouge KMES Project No. |expect a difference | KEY PLAN A B C D E F G Drawing Number Project Number Drawing Name Issue DescriptionDateNo. Scale: 1001 Fannin Street, Suite 4040 | Houston, TX 77002 USA Phone 713.622.1180 | Fax 713.622.7021 www.morris-hz.com Project Name MORRIS ARCHITECTS ARCHITECT Project Team 11/16/2016 1 11/16/2016 BID SET 1/4" = 1'-0" TOWNSEN BOULEVARD MIDDLE SCHOOL 20155 TOWNSEN BLVD W. HUMBLE, TX 11/16/2016 R306407.01 TECHNOLOGY ENLARGED PLANS T3.02 ALDINE INDEPENDENT SCHOOL DISTRICT OWNER STANLEY SPURLING & HAMILTON CIVIL ENGINEER ASA DALLY STRUCTURAL ENGINEER STANTON ENGINEERING GROUP, LLC MEP ENGINEER M2L ASSOCIATES LANDSCAPE CONSULTANT KME SALAS O'BRIEN TECHNOLOGY FOOD SERVICE DESIGN PROFESSIONALS FOOD SERVICE PROJECT COST RESOURCES COST ESTIMATOR ACOUSTICIAN JAFFEE HOLDEN TECHNOLOGIES PROGRAM MANAGER JLL Scale: 1/4" = 1'-0"1 IDF 1110A Scale: 1/4" = 1'-0"2 IDF 1440A Scale: 1/4" = 1'-0"3 IDF 1600F Scale: 1/4" = 1'-0"4 IDF 1630F Scale: 1/4" = 1'-0"5 IDF 1700F Scale: 1/4" = 1'-0"6 IDF 1730F Scale: 1/4" = 1'-0"7 IDF 1800F Scale: 1/4" = 1'-0"8 IDF 1830F Scale: 1/4" = 1'-0"9 MDF 1331A Building Permit Application City of Humble on ADIJJWSS: NAME OF EST/\IJLISHMGNT 20155 TOWNSEN BLVD, W. HUMBLE, TX TOWNSEN MIDDLE SCHOOL LEGAL DESCRlPTION: LOT NO: BLOCK: TR/\CT: SUBDIVISION: TRACT 13 VOL 976 PG 9 HCDR N/A LOT DESCRIPTION: TOTAL AREA: CLERK'S FILE X173919 50.5 ACRES ENERAL CONTRACTOR: Mailing Address ARCHITECT/ DESIGNER/ ENGINEER: Mailing Address SET BACKS: FRONT 25' City City REAR LEFT RIGHT 1 O' 7 1 /2' 7 1 /2' Zip Area Code/Phone Number Zip Area Code/Phone Number MORRIS ARCHITECTS 1001 FANNIN ST STE 4040, HOUSTON, TX 77002 CLASS OF WORK: (713)850-6613 iNEW 0 ADDITION 0 ALTERATION 0 REPAIR 0 MOVE <) INTERIOR DEMO DESCRIBE CONSTUCTION WORK: T Tl F I E-T 2 EDUCATION FACILITY WITH ATHLETIC FIELDS. VALUATION: 46,000,000 YPE OF CONSTRUCTION: OCCUPANCY GROUP TOTAL SQ. FT. NO. OF STORIES IIB E 202 333 1 FLOOD ZONE: Yes:__ No:_½_ W "YES" SLAD ELEVATION@ 1.5' ABOVE UFE Se parate permits are required for electrical, plumbing, heating, ventilationg or airconditioning This permit becomes null and void after 6 months of construction inactivity Please complete the following questions: Was an asbestos survery performed in accordance with Texas Asbestos Health Protection Rules (TAHPR) and the National Emission for Hazardous Air Pollutants (NESHAP)? Yes: __ _ No:____L Date of Smvey: ____ _ TDH License No.------ Has the building or facility been registered with TDLR for compliance with Texas Accesibility Standards? Yes: X TDLR Project Number: EABPRJB7803858 11.23.2016 DATE SIGNATURE OF PROPERTY OWNER DATE •• •• •• • FOR DEPAltT1\IENT USE ONLY • • BLDG PERMIT#: ________ _ DATE ISSUED: ________ _ Sewer Capacity LJ Health Dcparlment D TDLR LJ Taxes lJ N/A N/A WA R E W A S H NO T E : (F O R G R A P H I C A L RE P R E S E N T A T I O N O N L Y ) SE C T I O N 1 1 4 0 0 T O V E R I F Y LO C A T I O N O F RE F R I G E R A T I O N S Y S T E M WI T H A P P R O V E D A R C H I T E C T DR A W I N G S . PR E P U T E N S I L W A S H HA N D LA V B Y DI V 2 2 HA N D LA V B Y DI V 2 2 HA N D LA V B Y DI V 2 2 HA N D LA V B Y DI V 2 2 CO L D PA N SE R V E R Y ST O R E F R O N T G L A S S B Y A R C H I T E C T RE C E I V I N G NO T E : 4' - 0 " R E C E I V I N G D O O R T O H A V E : 1. P E E P H O L E 2. D O O R B E L L A U D I B L E T H R O U G H O U T K I T C H E N . 3. C A N O P Y A N D L I G H T B Y G . C . 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