HomeMy WebLinkAboutCOHM-R002797-081225 Final Letter
Post Office Box 12548, Austin, Texas 78711-2548 • (512) 463-2100 • www.texasattorneygeneral.gov
October 30, 2025
Mr. Joseph G. Hays
Counsel for the City of Humble
Olson & Olson, L.L.P.
2727 Allen Parkway
Houston, Texas 77019-2133
OR2025-039313
Dear Mr. Hays:
You ask whether certain information is subject to required public disclosure under the
Public Information Act (the “Act”), chapter 552 of the Government Code. Your request
was assigned ID# 25-038328 (Ref. COHM-R002797-081225).
The City of Humble (the “city”), which you represent, received a request for information
pertaining to a specified property. You state some of the requested information has been
released. Although you take no position as to whether the submitted information is
excepted under the Act, you state release of the submitted information may implicate the
proprietary interests of third parties. Accordingly, you state, and provide documentation
showing, you notified Doshi Engineering & Surveyors and Hovis Surveying Company of
the request for information and of their right to submit arguments to this office as to why
the submitted information should not be released. See Gov’t Code § 552.305(d); see also
Open Records Decision No. 542 (1990) (statutory predecessor to section 552.305 permits
governmental body to rely on interested third party to raise and explain applicability of
exception in the Act in certain circumstances). We have reviewed the submitted
information.
An interested third party is allowed ten business days after the date of its receipt of the
governmental body’s notice under section 552.305(d) of the Government Code to submit
its reasons, if any, as to why requested information relating to it should be withheld from
disclosure. See Gov’t Code § 552.305(d)(2)(B). As of the date of this letter, this office has
not received comments from the notified third parties explaining why their information
should not be released to the requestor. Thus, we have no basis to conclude the release of
the information would implicate the third parties’ interests, and none of the information
may be withheld on that basis. See, e.g., id. § 552.110 (requiring provision of specific
factual evidence demonstrating applicability of exception). The city must release the
submitted information.
Mr. Joseph G. Hays - Page 2
This letter ruling is limited to the particular information at issue in this request and limited
to the facts as presented to us; therefore, this ruling must not be relied upon as a previous
determination regarding any other information or any other circumstances.
This ruling triggers important deadlines regarding the rights and responsibilities of the
governmental body and of the requestor. For more information concerning those rights and
responsibilities, please visit our website at https://www.texasattorneygeneral.gov/open-
government/members-public/what-expect-after-ruling-issued or call the OAG’s Open
Government Hotline, toll free, at (877) 673-6839. Questions concerning the allowable
charges for providing public information under the Public Information Act may be directed
to the Cost Rules Administrator of the OAG, toll free, at (888) 672-6787.
Sincerely,
Lindsay E. Hale
Assistant Attorney General
Open Records Division
LEH/mo
Ref: ID# 25-038328
c: Requestor
2 Third Parties
Jennifer Namie
From: No Reply <no-reply@mycusthelp.com>
Sent: Monday, August 18, 2025 9:07 AM
To: Alesia Brister
Subject: Alesia Brister Forwarded Request: R002797-081225:: R002797-081225
Reference No: R002797-081225
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: 8/12/2025 10:28:30 AM
Update Date: 8/15/2025 1:15:21 PM
Last Reviewed: 8/15/2025 1:15:21 PM
Source: Web
: Public Information Center
: City of Humble
Pursuant to Texas Government Code, Ch. 552, I am requesting certain information, specifically: - Copy of Open/Active
housing, building, and fire code violations-Copy of Certificate of Occupancy-Copy of Site plan, variances, use permits,
planned unit development, or planning approvals-Copy of right-of-way projects that might affect access to the subject
property- Copy of currently open/expired building permits
Date Range From: 01/03/2000
Date Range To: 08/12/2025
City of Humble Address or Location(s): 440 Artesian Plaza Drive
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 $40 or more, then I will receive a cost estimate before any work
is done.: I agree
Redaction Disclaimer:
I acknowledge that the City of Humble will not provide me with any further notice that those types of information have
been redacted.: I agree
1
CONSTRUCTION PLAN FOR PROPOSED
LABRADOR EXPRESS, LLC,
440 ARTESIAN PLAZA DRIVE, HUMBLE, TEXAS, 77338
VICINITY MAP
KEY MAP N0. 335 -V
N.T.S.
DOSHI ENGINEERING,& SURVEYING COMPANY
CONSULTING ENGINEERS & SURVEYORS
2019 SHADOW PARK DRIVE
KATY, TEXAS. 77494 -2135
OFFICE: (281) 395 -9906
FAX: (281) 395 -3891
4
v
HASM M H. DOW
42994 41'
REGISTRATION NO. F -9873
SHEET 1 OF 9
2012 - 041 -C1 _DWG
INDEX OF DRAWINGS
SHEET NO. PTION
CIVIL-
C -1 N• COVER SHEET
C -2 Mason EXISTING TOPOGRAPHIC SURVEY (BY OTHERS)
C -3 Mason• PAVING AND DRAINAGE PLAN
C -4 UTILITIES PLAN
C -5 ON• DIMENSION PLAN
C_6 swan. STORMWAT ER POLLUTION PREVENTION PLAN
C -7 N• STORMWATER POLLUTION PREVENTION NOTES AND DETAILS
C -8 N. NOTES AND DETAILS
C-9 NOTES AND DETAILS
4
v
HASM M H. DOW
42994 41'
REGISTRATION NO. F -9873
SHEET 1 OF 9
2012 - 041 -C1 _DWG
a 'O 3
O o
o E Q m tof) w
U INWJOF- Z m
Q 0 N
U 4j
aEW LL
LLJ i
0IcHO m0
Z z
y w c p CO W
U vv OQ N
2p`
m'
II
it
o m o
v
00 m
a 'd$ c NHS
O0-p
1 Z N
LL.
ILL OQQvi N
F- Q o
LL Z C < m LLJ
Z p
NW
Lo
ILL
N >o
1yd O I
F•••i
0 Qry(=U Q
O a O = 303 Nn NiO 33d Nn NWO "
IL m n F
K
N
D
4 ci
o
0
N
C
w e w 0 c wu7ao 0 c 0
a_ +u'.
o w
ai
vioo
O 'a —'E 4) . v >
N
rO
01
0 _
E'- oaor °2O° CCvim
o
c c 210 p o c v= v y o= cv c `
a +
0 0 uLE ++'j Ca
I
w0 •> C r- U. E f00
N .a w •_ o 0 E d O C C
W :E 0°EE °
air w 3 cog
0 w°
0 w av °WZ~ `v o w
o N v c o
c
Na
a` 0m a w o L Qa c 05v o z c
a i ,°
E a w. ., c=
0 L! v w v w
0
w
a LL: M
u o°o L'cow° °co °
a. m
w E - U c V o 00.
0
EV o mc '>
a0- c rrn vo vo a•N c a°UOc 'a rd
30t
4u)
vw w C 4) o 0 30N33 MN NM 10
t c
v -• -0 'o
t
y a c vvyo vc o
0; 00 v O v
0o
O D
CA v- t
C 0M0 UZV0 , t v C C OC
V p
00
N 7 C N y v 0 v 4, oz C O m C C w E 3'e— 0
H F 30 Em a' a_ > V:') v m Tt wo N U 3 Q o-a LA o 48 0 7
Z N M L6
a
LL
Z
Z
IL
00
20=W
n
r- 0Z~ O
i?L OZWO = N
WQF - w
Q
LL OQ
ON
n F-
Ya_<O N
LLJ i
n W ;
5 Z
CtWN UNK FENCE w opJFS <o w
U o z I 4:
l FNif'ZG \ \ Z
W C14
to O O g 00WO
LLa7x'IL \ \ \
Iwir
WON
O
LL LL _
Fit '_ °
t Np u Z w zQ —
z
3 (LOX w
o ooWM
NE / NWOrnn z
Y NQO pN J 4
73- oD O Y w O O
0 to
LL \
LL o pw?m 11 mz II
z Qoo F- g a:m
DE d /
n \
LL
t \\ P5 GP ^ / /
1'L
LL /-
13 m M - X LL1 mm ow
n F- Z 2 W
LL ''
N /
n \ " '
ONVU. 33N3d HNII NIVH2__— --- — Fy'7NFi 73
I
IL n
6Ea '
OLD .B 1 —minx
IL-l! .Ql LL 71.9CLD
A,
9Nl'fL
mma 1.MI
CL
LL 1L 73A W
m
D
3L3LI3NOJ ^ '
t g
U
y
O
u LLgoq U
T
Zow
09) Q VZY7d 1tp'IS o
Q
U
J
z
w
O :
3 0 3 Lq J
QQQ 0 U Q: O
vo= m03 ?w
n in m OZO maui48gO
WZOZ W W0paW a.W
J
MZa:g w Y SOd C9g0
D U }OJa. II a ttaaSl7
O>
zws
YM II =_ .ZZ ,.=a:
90zC.) a LL.25 -&
Il -pO II 3pUIIWUII
w II
II
o0
II II II II II ti II II = II II
z
X
II II
Jm`
m0 C-)
co
0=iaa2zaI a.9
W
0
0
0
Ci
2
TG =73.40
subdivision recorded under Vol, 331, Pg, 21 M,R.H,C,
PROP. TYPE "D" INLET FL011LINE SET BY CITY BENCHMARK:
TG= 73.40' if /40 IF 18" RCP 3, Surveyor did not abstract tract. RM 070285: FLOODPLAIN REFERENCE MARK NUMBER 070285 IS A
FLOALINE SET BY CITY 8" SAN•
Ste'
BRASS DISK STAMPED 070285 ON HEADWALL AT NORTH HOUSTON
a 'v '
4, () Indicates deed or plat call, AVENUE AND G103 -44 -00 LOCATED ON THE NORTH END OF
SAN. M.H. W /40 IF ^ 18 RCP • e DOWNSTREAM HEADWALL ON THE EAST SIDE OF THE ROAD IN KEYMAP
TR =73.45 • PROP S _ 5, Based on graphical plotting no portion of this 335V IN THE SAN JACINTO RIVER WATERSHED NEAR STREAM
FL =69.05 (8" N) 01p.
3Q AY CONL, 0
a , tract lies within a '100 year flood hazard area' G103- 44 -00.
FL =69.00 (8" S) vs ir a as designated on The National Flood Insurance
01'ZC• `'il'
W °
Program - Flood Insurance Rate Map Issued by
ELEV. = 62.50 (NAND 1988, 2001 ADJUSTED)
FL =69.63 (8 E) ri
the Federal Emergency Management Agency under TBM:
V - ,
for City of Humble, Texas, dated June 18
Community Panel Numbers 480297 0485 L and 0295 L
2007,
NORTH BOLT ON TOP FLANGE OF FIRE HYDRANT AS SHOWN HEREON.
1
e . - 7$• d - a
Sp,N
5
V
7g•17 S ° s „ °
The '100 year flood hazard area' Is subject to
change as detailed studies become available ELEV. = 74.46 ,
HYEL ,
73
and /or watershed or channel conditions change,
7
CL DITCH
DIRT DRIVE y
6'
An Easement for drainage purposes extending a
r ie' FL-71,38 CULVERT LEGENDfR20 - - - - is, "7 , ' e distance of 15' on each side of the center -line
aixnc - - 0 of all natural drainage courses, Vol, 331, P 21 ' ua .......... ........ 1 _ . e V g g' = LL GOAL
K
FENCE CONTRACTOR TO M,R,H,c,
B A
Q 72.3Ha 726HB . .. .. .. ............... ...... , V 7. C = CONCRETEI-IN z/ // •• • • • .. 1 REGRADE EXISTING • v N v
Subject to the restrictions and regulations
v '
s cHA N //
DITCH PER CITY STD. ' " I -
E DITCHCLDCENTERLINE
o . ±/ / a 40 , Imposed by Ordinances of the City of Houston,
CORD R CENTERLINE
Vie} R20 R20 mD recorded in Volume 4184 Page 518 D.R.H.C, and
C H RD =CITY OF HOUSTON ORDINANCE
W•1 • •' • ' ' \ '" ! amendments thereto recorded in Vo1.4897, P ,67
FH = FIRE HYDRANT
and Vol.5448, .
FL FLOW FLOW LINEPg,421 D,R,H,C, and under H,C,C,F,
30 No.J040968 regarding ' Jetero Airport Site ' (Bush
g, 1 GpN / • •00' i Intercontinental Airport).
GP = GATE POST
Q.OQ c 80•
p HB = HIGH -BANK3 „' ' ,< FL -71•` H,C,C_F, NO, = HARRIS COUNTY CLERK'S FILE NUMBER
A 2g.OQ PROP. 5 CONC. WALK ` $s40, % TBM V c - I.R. - IRON ROD
I.P. = IRON PIPE
V
V TP 3.50
9
ryo hid 731Ha
TP TP ro n
ro
V .t
rd
7w V
Z V -
AREA »C" J r
U \ G 1
CHAIN UNK a
o 4 • 9
PROP. GRATE t . -
AREA A Z PROP., BLDG. V
INLET J ; 2A" o F.F. 74.00' PROP. '
V CONC. APRON TG= 73.00'
rj
n=66.88, (8" E) ° '
V
w
C V L J
U Zi
L PROP. GRATE INLET s • °°
CB 24 ° (AREA
a
N • a+ D-E- y aZITG =73.00 oa a+ FAI1iBAN2L MORSE PUMP OR EQUAL APPROVED. 3 BHP
a FL= 69.00' (10" NE) a '
Z
V =
o
U
TGO
GRATE
73.
00'
INLET "A"
75' x 105' LONG
FL= 69.00' (8" E)
0 EL= 73.50' _ 1' FREEBOARD - '
pp,,
EL -72.00 EL -73.00
Z
E• z
TP 3.50 TP TP . .2 12" PVC (SDR36)
pp rr OVERFLOW LINE
rr BRICK RETAINING WALL
2 ^ EL= 66.00'
s
CHAIN LINK FENCE
6' 4 55' x 85' 4' 6'
v
PROP. 12" PVC PROP. 6' HIGH 60' x 90' x 7' = 37, 800 CFT (t) AVERAGE
SD CHAINLINK FENCE DETENTION PO
INTAKE
ND
PROP. 6' DLA. RCP LIFT TAKE LINE AROUND PROP. N.T.S.
DETENTION PONDAREA "D" STATION if 560 GPM Ns
M,R,H,C, = MAP RECORDS OF HARRIS COUNTY
in= 3.328 "/hr
NG = NATURAL GROUND
TIME OF CONCENTRATION = 26.17
SAN. M.H.
1.8749 z 0.20 z 3.328
NOTESi ._
PP = POWER POLE
ALLOWABLE DISCHARGE =
TR =73.08
SANMH = SANITARY MANHOLE
560 GPM
PROVIDE 560 GPM SUBMERSIBLE PUMP TO DISCHARGE THE
N FL =69.46 (8- N)
FULLY DEVELOPED CONDITION RUN -OFF
TOTAL AREA =
1, This survey was performed without the benefit of KEY MAP N0. 335 -V
DEVELOPED AREA =
NOTES:
FL =69.45 (8 S)
1.614/1.8749 z 100
a current title report therefore all easements
CONTRACTOR TO FL =70.47 (4" W) CONTRACTOR TO REMOVE and other matters of record which may have been
REGRADE EXISTING
BARS, 24" LONG C -C, DRILLED AND EMBEDDED
EXIST. DRIVEWAY AND 18" granted may not be shown hereon, 20 10 0 20
DITCH PER CITY STD.
EQUAL.
PVC SDR 35
CULVERT PROP. TYPE "D" INLET 2. Bearing orientation based on the Easterly line of
FEET
B B
8" SAN S 9 Artesian Plaza Reserve Partial Re lat aTG =73.40
subdivision recorded under Vol, 331, Pg, 21 M,R.H,C,
PROP. TYPE "D" INLET FL011LINE SET BY CITY BENCHMARK:
TG= 73.40' if /40 IF 18" RCP 3, Surveyor did not abstract tract. RM 070285: FLOODPLAIN REFERENCE MARK NUMBER 070285 IS A
FLOALINE SET BY CITY 8" SAN•
Ste'
BRASS DISK STAMPED 070285 ON HEADWALL AT NORTH HOUSTON
a 'v '
4, () Indicates deed or plat call, AVENUE AND G103 -44 -00 LOCATED ON THE NORTH END OF
SAN. M.H. W /40 IF ^ 18 RCP • e DOWNSTREAM HEADWALL ON THE EAST SIDE OF THE ROAD IN KEYMAP
TR =73.45 • PROP S _ 5, Based on graphical plotting no portion of this 335V IN THE SAN JACINTO RIVER WATERSHED NEAR STREAM
FL =69.05 (8" N) 01p.
3Q AY CONL, 0
a , tract lies within a '100 year flood hazard area' G103- 44 -00.
FL =69.00 (8" S) vs ir a as designated on The National Flood Insurance
01'ZC• `'il'
W °
Program - Flood Insurance Rate Map Issued by
ELEV. = 62.50 (NAND 1988, 2001 ADJUSTED)
FL =69.63 (8 E) ri
the Federal Emergency Management Agency under TBM:
V - ,
for City of Humble, Texas, dated June 18
Community Panel Numbers 480297 0485 L and 0295 L
2007,
NORTH BOLT ON TOP FLANGE OF FIRE HYDRANT AS SHOWN HEREON.
1
e . - 7$• d - a
Sp,N
5
V
7g•17 S ° s „ °
The '100 year flood hazard area' Is subject to
change as detailed studies become available ELEV. = 74.46 ,
HYEL ,
73
and /or watershed or channel conditions change,
7
CL DITCH
DIRT DRIVE y
6'
An Easement for drainage purposes extending a
r ie' FL-71,38 CULVERT LEGENDfR20 - - - - is, "7 , ' e distance of 15' on each side of the center -line
aixnc - - 0 of all natural drainage courses, Vol, 331, P 21 ' ua .......... ........ 1 _ . e V g g' = LL GOAL
K
FENCE CONTRACTOR TO M,R,H,c,
B A
Q 72.3Ha 726HB . .. .. .. ............... ...... , V 7. C = CONCRETEI-IN z/ // •• • • • .. 1 REGRADE EXISTING • v N v
Subject to the restrictions and regulations
v '
s cHA N //
DITCH PER CITY STD. ' " I -
E DITCHCLDCENTERLINE
o . ±/ / a 40 , Imposed by Ordinances of the City of Houston,
CORD R CENTERLINE
Vie} R20 R20 mD recorded in Volume 4184 Page 518 D.R.H.C, and
C H RD =CITY OF HOUSTON ORDINANCE
W•1 • •' • ' ' \ '" ! amendments thereto recorded in Vo1.4897, P ,67
FH = FIRE HYDRANT
and Vol.5448, .
FL FLOW FLOW LINEPg,421 D,R,H,C, and under H,C,C,F,
30 No.J040968 regarding ' Jetero Airport Site ' (Bush
g, 1 GpN / • •00' i Intercontinental Airport).
GP = GATE POST
Q.OQ c 80•
p HB = HIGH -BANK3 „' ' ,< FL -71•` H,C,C_F, NO, = HARRIS COUNTY CLERK'S FILE NUMBER
A 2g.OQ PROP. 5 CONC. WALK ` $s40, % TBM V c - I.R. - IRON ROD
I.P. = IRON PIPE
V
V TP 3.50
9
ryo hid 731Ha
TP TP ro n
ro
V .t
rd
7w V
Z V -
AREA »C" J r
U \ G 1
CHAIN UNK a
o 4 • 9
PROP. GRATE t . -
AREA A Z PROP., BLDG. V
INLET J ; 2A" o F.F. 74.00' PROP. '
V CONC. APRON TG= 73.00'
rj
n=66.88, (8" E) ° '
V
w
C V L J
U Zi
L PROP. GRATE INLET s • °°
CB 24 ° (AREA
a
N • a+ D-E- y aZITG =73.00 oa a+ FAI1iBAN2L MORSE PUMP OR EQUAL APPROVED. 3 BHP
a FL= 69.00' (10" NE) a '
Z
V =
o
U
TGO
GRATE
73.
00'
INLET "A"
75' x 105' LONG
FL= 69.00' (8" E)
0 EL= 73.50' _ 1' FREEBOARD - '
pp,,
EL -72.00 EL -73.00
Z
E• z
TP 3.50 TP TP . .2 12" PVC (SDR36)
pp rr OVERFLOW LINE
rr BRICK RETAINING WALL
2 ^ EL= 66.00'
s
CHAIN LINK FENCE
6' 4 55' x 85' 4' 6'
v
PROP. 12" PVC PROP. 6' HIGH 60' x 90' x 7' = 37, 800 CFT (t) AVERAGE
SD CHAINLINK FENCE DETENTION PO
INTAKE
ND
PROP. 6' DLA. RCP LIFT TAKE LINE AROUND PROP. N.T.S.
DETENTION PONDAREA "D" STATION if 560 GPM Ns
UNDEVELOPED CONDITION RUN -OFF & PUMP SIZING
A =TOTAL UNDEVELOPED AREA = 1.8749 ACRES
M,R,H,C, = MAP RECORDS OF HARRIS COUNTY
in= 3.328 "/hr
NG = NATURAL GROUND
TIME OF CONCENTRATION = 26.17
P- = OVERHEAD POWER WIRE
1.8749 z 0.20 z 3.328
PP = POWER POLE
ALLOWABLE DISCHARGE = 1.248 CFS
SANMH = SANITARY MANHOLE
560 GPM
PROVIDE 560 GPM SUBMERSIBLE PUMP TO DISCHARGE THE
TP = TELEPHONE PEDESTAL
3.8 FPS)
FULLY DEVELOPED CONDITION RUN -OFF
TOTAL AREA =
WV = WATER VALVE
DEVELOPED AREA =
NOTES:
IMPERVIOUS = 1.614/1.8749 z 100
1) EXPOSE REINFORCING STEEL AT PROPOSED SAWCUT
JOINT. IF NO REINFORCING STEEL EXISTS, USE
is= 3.328 "/hr
HORIZONTAL DOWELS. HORIZONTAL DOWLS SHALL BE #4
BARS, 24" LONG C -C, DRILLED AND EMBEDDED 12" INTO
THE CENTER OF THE EXISTING SLAB WITH "PO ROC" OR
EQUAL.
PVC SDR 35 3.0 FPS
PUMP:
B B
560 GPM 15' TDH
24.38
SELECT 4" 5432 MV SUBBERSIBLE, 1170 RPM,
3.82 2.13
UNDEVELOPED CONDITION RUN -OFF & PUMP SIZING
A =TOTAL UNDEVELOPED AREA = 1.8749 ACRES
C = 0.20
ACRES
in= 3.328 "/hr
PROP. IMPERVIOUS AREA
TIME OF CONCENTRATION = 26.17
UNDEVELOPED RUN -OFF = 1.8749 z 0.20 z 3.328
1.248 CFS
ALLOWABLE DISCHARGE = 1.248 CFS
1.248 CFS z 4.48.831 GPM /CFS = 560 GPM
PROVIDE 560 GPM SUBMERSIBLE PUMP TO DISCHARGE THE
POND. 8" OUTFALL LINE ( VELOCITY 3.8 FPS)
FULLY DEVELOPED CONDITION RUN -OFF
TOTAL AREA = 1.849 ACRES
DEVELOPED AREA = 1.614 ACRES
IMPERVIOUS = 1.614/1.8749 z 100
86%
C = 0.86 x 0.6 + 0.2 = 0.72
3.88
is= 3.328 "/hr
5.14
TIC = 26.17
5.96
Q „s FULLY DEVELOPED = 4.493 CFS
7.17
STORMWATER DETENTION VOLUME DETERMINATION
AREA
ACRES1.614PROP. IMPERVIOUS AREA
EXIT. IMPERVIOUS AREA 0 ACRES
INCREASE IMPERVIOUS AREA 1.614 ACRES
DETENTION RATIO 0.500 ACRE /ACRE -FT
DETENTION STORAGE REQUIREMENTS 0.807 ACRE -FT
TYPE
OF PIPE
35,153 CU.FT
ro
w
U
Z
U_ -J
z PROP. GRATE INLET
CB 24
Z
TG= 73.00'
FL= 68.33' (10" SW)
FL= 68.16' (12" N)
Z
N
V a
I PROPOSED 8" CRUSHED
CONCRETE ON 6" LIME
STABILIZED SUBGRADE N
LINE "B"
SUB- MERCIBLE PUMP
LINE "D"
J
PROP. GRATE INLET
CB 24)
TG= 73.00' PROP. 6' HIGH z 4'
FL= 68.05' (8" W) WIDE CHAINLINK GATE
FL= 67.72' (12" S)
FL= 67.47' (15" N)
ARTESIAN PLAZA RESERVE
PARTIAL REPLAT
VOL. 331, PG. 21
M.R.H.C.
LINE AREA AREA
IN ACRES
C TIC
MIN.
is
IN
Qs
CFS
is
IN HR
Qs
CFS
i
IN
Q,s
CFS
In
IN
Qs,
CFS
ice.
IN
Qm
CFS
PIPE SIZE &
SLOPE s
PIPE
LENGTH
TYPE
OF PIPE
VELOCITY CAPACITY
A A 0.415 0.80 23.57 3.51 1.17 3.88 1.29 5.14 1.70 5.96 1.98 7.17 2.38 10" O 0.55% 121' PVC SDR 35 3.0 FPS 1.60 CFS
B B 0.696 0.80 24.38 3.45 1.92 3.82 2.13 5.06 2.82 5.87 3.27 7.08 3.94 12" A 0.43% 104' PVC SDR 35 3.0 FPS 2.30 CFS
C C 0.282 0.80 23.00 3.55 0.801 3.92 0.89 5.19 11.17 6.02 1.36 7.24 1.63 8" ® 0.75% 111' PVC SDR 35 3.0 FPS 1.05 CFS
D D 1.269 0.80 25.43 3.38 3.431 3.74 3.80 4.97 5.04 5.77 5.86 6.96 7.07 15" O 0.25% 64' PVC SDR 35 3.0 FPS 3.65 CFS
E E 0.345 0.63 23.29 3.53 0.77 3.90 0.85 5.16 1.12 5.99 1.30 7.21 1.57 8" 6 0.75% 66' PVC SDR 35 3.0 FPS 1.05 CFS
1.875 0.20 26.17 1 3.33 1.25 3.69 11.381 4.90 1.84 5.70 1 2.14 6.88 2.58 1 CONDMON
1.875 0.72 26.17 1 3.33 4.49 3.69 14.981 4.90 .6.621 5.70 17.691 6.88 19.29 1 MUY DEVELOPED CONDITION
V FL= 65.00' FL= 68.50' FL= 72.00'
V V
PROP. DETENTION POND
W/2:1 SIDE SLOPES
TOP OF BANK = 73.00'
FREEBOARD ELEV = 72.00'
BOTTOM OF POND = 65.00'
STORAGE CAPACITY = 36,268 CUFT IV
N
V 'A
CHAIN LINK FENCE iN
0
a
V
EL =73.
73.50
EL= 73.30 -1
r-EL =73.00
74.00
EL =73.50 EL =73.50
EL =73.25
EL-
SECTION SECTION "A -A"
N.T.S.
PROP. 52 LF — 6" SAN.
S1Ri. (DR18) ® 0.65%—
8° SAN. SWR
SAN. M.H. °
TR =73.45 `
FL =69.05 (8" N) .
FL =69.00 (8" S)
FL =69.63 (8" E)
b
e
V
e
Q
3V
Y
G
ro
G•
PP
Coe
L
v.
b
M
W
0
0
0
Z
o
O DM
Ld
W
U
Z
0
V
LLI
V
W
0
ZW
Y
Z
J
Z
Q
U
CL DITCH
18'
CNp1N
L1NK
FENCE
z1
73_3*6
DIRT DRIVE
CULVERT_
n a1 PROP. 30 LF T \
d
PROP. 1" 6" SAN. S1Ri.
DOMESTIC (DR26) ! 0.65%
METER
FL
PROP. 5' CONC. WALK
f,
PROP. 35 LF
1 1/2"
DOMESTIC WATER SEE MEP P S
LINE (SCH 40) / FOR CONTINUATION
CHAIN LINK FENCE
V
Ll
V
j
W
Z
LL
Y
Z
e
N
E V
V D
l
II
PROP. BLDG. Z
F.F. = 74.00'
Z
O /
v
a
a
F+
O
w
PROP. SAN. M.H.
TR= 73.00'
FL= 69.78' (6" E)
FL= 69.78' (6" W)
PROP.
CONC. APRON
r - I
L -J
V
I ®;
V) SAN. M.H.
Z TR =73.08
n
FL- -69.46 (8" N)
FL =69.45 (8" S)
00
FL =70.47 (4" W)
TOP OF WALK ELEV.
FL= 69.45' (6" E)
PROP.
8" SAN. SWR.
73_3*6
DIRT DRIVE
CULVERT_
n a1 PROP. 30 LF T \
d
PROP. 1" 6" SAN. S1Ri.
DOMESTIC (DR26) ! 0.65%
METER
FL
PROP. 5' CONC. WALK
f,
PROP. 35 LF
1 1/2"
DOMESTIC WATER SEE MEP P S
LINE (SCH 40) / FOR CONTINUATION
CHAIN LINK FENCE
V
Ll
V
j
W
Z
LL
Y
Z
e
N
E V
V D
l
II
PROP. BLDG. Z
F.F. = 74.00'
Z
O /
v
a
a
F+
O
w
PROP. SAN. M.H.
TR= 73.00'
FL= 69.78' (6" E)
FL= 69.78' (6" W)
PROP.
CONC. APRON
r - I
L -J
V
I ®; PROP. TYPE "A" INLET
L -J I ®I
L -J
ARTESIAN PLAZA RESERVE
PARTIAL REPLAT
VOL. 331, PG. 21
M.R.H.C.
4
o
9
1 d Ilf
Z.4
N
7LSCLD J
7
V
CHAIN INK
V
r- 0
L ®J D
Z
Z
CD z
0m
V
9
V
N _n I
A! e IT,
z
N
III
IN
V V
PROP. DETENTION POND
W /2:1 SIDE SLOPES
TOP OF BANS = 73.00'
FREEBOARD ELEV = 72.00'
BOTTOM OF POND = 65.00'
STORAGE CAPACITY = 36,268 CUFT
CHAIN LINK FENCE
I`I
Z
N
m
m
z
V
NOTESI
1. This survey was performed without the benefit of
a current title report therefore all easements
and other matters of record which may have been
granted may not be shown hereon.
2. Bearing orientation based on the Easterly line of
Artesian Plaza Reserve Partial Replat, a
subdivision recorded under Vol. 331, Pg. 21 M.R.H.C.
3. Surveyor did not abstract tract.
4, ( ) Indicates deed or plat call.
5, Based on graphical plotting no portion of this
tract lies within a '100 year flood hazard area'
as designated on The National Flood Insurance
Program - Flood Insurance Rate Map Issued by
the Federal Emergency Management Agency under
Community Panel Numbers 480297 0485 L and 0295 L
for City of Humble, Texas, dated June 18, 2007.
The '100 year flood hazard area' Is subject to
change as detailed studies become available
and /or watershed or channel conditions change.
6.
An Easement for drainage purposes extending a
distance of 15' on each side of the center -line
of all natural drainage courses, Vol. 331, Pg. 21
7
M.R.H.C.
Subject to the restrictions and regulations
Imposed by Ordinances of the City of Houston,
recorded in Volume 4184, Page 518 D.R.H.C. and
amendments thereto recorded In Vo1.4897, Pg.67
and Vol.5448, Pg.421 D.R.H.C, and under H.C.C.F.
No.J040968 regarding ' Jetero Airport Site ' (Bush
Intercontinental Airport).
PROPOSED LEGEND
I ®; PROP. TYPE "A" INLET
e-.
O; PROP. M.H.
00 PROP. TOP OF WALK ELEV.
TC 1 0 PROP. TOP OF CURB ELEV.
TPA PROP. TOP OF PAVEMENT ELEV.
FL 00 PROP. FL011LINE ELEV.
MATCH EXISTING GRADE
PROP. DRAINAGE AREA BOUNDARY
PROP. SAN. STM. LINE
PROP. STM. STM. LINE
PROP. WATER LINE
KEY MAP NO. 335 -V
20 10 0 20
FEET
CONTRACTOR TO IDENTIFY THE EXISTING
HATER LINE & LOCATE THE PROPOSED SAN.
S1Rt. M.H. AT LEAST 12' AWAY FROM THE
WATER LINE
CALL BEFORE YOU DIG 1
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG, DRILL,
OR BLAST - STOP CALL
Texas One Call System
1- 800 - 245 -4545
BENCHMARK:
RM 070285: FLOODPLAIN REFERENCE MARK NUMBER 070285 IS A
BRASS DISK STAMPED 070285 ON HEADWALL AT NORTH HOUSTON
AVENUE AND G103 -44 -00 LOCATED ON THE NORTH END OF
DOWNSTREAM HEADWALL ON THE EAST SIDE OF THE ROAD IN KEYMAP
335V IN THE SAN JACINTO RIVER WATERSHED NEAR STREAM
G103- 44 -00.
ELEV. = 62.50' (NAVD 1988, 2001 ADJUSTED)
TBM:
NORTH BOLT ON TOP FLANGE OF FIRE HYDRANT AS SHOWN HEREON.
ELEV. = 74.46'
LEGENDI
BB = BASKETBALL GOAL
C = CONCRETE
CLD = CENTERLINE DITCH
CLRD = CENTERLINE ROAD
COH ORD = CITY OF HOUSTON ORDINANCE
FH = FIRE HYDRANT
FND = FOUND
FL = FLOW LINE
GP = GATE POST
HB = HIGH -BANK
H.C.C.F. NO. = HARRIS COUNTY CLERK'S FILE NUMBER
I.R. = IRON ROD
I.P. = IRON PIPE
M.R.H.C. = MAP RECORDS OF HARRIS COUNTY
NG = NATURAL GROUND
P- = OVERHEAD POWER WIRE
PP = POWER POLE
SANMH = SANITARY MANHOLE
TP = TELEPHONE PEDESTAL
WV = WATER VALVE
9~
g
V) SAN. M.H.
TR =73.08
NOTES]
This survey was performed without the benefit of
a current title report therefore all easements
and other matters of record which may have been
granted may not be shown hereon.
Bearing orientation based on the Easterly line of
Artesian Plaza Reserve Partial Replat, a
subdivision recorded under Vol. 331, Pg. 21 M.R,H.C.
Surveyor did not abstract tract.
indicates deed or plat call.
Based on graphical plotting no portion of this
tract lies within a '100 year flood hazard area'
as designated on The National Flood Insurance
Program - Flood Insurance Rate Map Issued by
the Federal Emergency Management Agency under
Community Panel Numbers 480297 0485 L and 0295 L
for City of Humble, Texas, dated June 18, 2007,
The '100 year flood hazard area' is subject to
change as detailed studies become available
and /or watershed or channel conditions change.
An Easement for drainage purposes extending a
distance of 15' on each side of the center -line
of all natural drainage courses, Vol. 331, Pg. 21
M.R.H.C,
Subject to the restrictions and regulations
Imposed by Ordinances of the City of Houston,
recorded In Volume 4184, Page 518 D.R.H.C. and
amendments thereto recorded in Vo1.4897, Pg.67
and Vo1,5448, Pg.421 D.R.H,C. and under H.C.C.F.
No.J040968 regarding ' Jetero Airport Site ' (Bush
Intercontinental Airport),
KEY MAP NO. 335 -V
20 10 0 20
FEET
BENCHMARK:
CALL BEFORE YOU DIG I
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG, DRILL,
OR BLAST - STOP CALL
Texas One Call System
1- 800 - 245 -4545
RM 070285: FLOODPLAIN REFERENCE MARK NUMBER 070285 IS A
BRASS DISK STAMPED 070285 ON HEADWALL AT NORTH HOUSTON
AVENUE AND G103 -44 -00 LOCATED ON THE NORTH END OF
DOWNSTREAM HEADWALL ON THE EAST SIDE OF THE ROAD IN KEYMAP
335V IN THE SAN JACINTO RIVER WATERSHED NEAR STREAM
G103- 44 -00.
ELEV. = 62.50' (NAVD 1988, 2001 ADJUSTED)
TBM:
NORTH BOLT ON TOP FLANGE OF FIRE HYDRANT AS SHOWN HEREON.
ELEV. = 74.46'
LEGEND,
BB = BASKETBALL GOAL
C = CONCRETE
CLD = CENTERLINE DITCH
CLRD = CENTERLINE ROAD
COH ORD = CITY OF HOUSTON ORDINANCE
FH = FIRE HYDRANT
FND = FOUND
FL = FLOW LINE
GP = GATE POST
HB = HIGH -BANK
H.C.C.F. NO. = HARRIS COUNTY CLERK'S FILE NUMBER
I.R. = IRON ROD
I.P. = IRON PIPE
M.R,H.C. = MAP RECORDS OF HARRIS COUNTY
NG = NATURAL GROUND
P- = OVERHEAD POWER WIRE
PP = POWER POLE
SANMH = SANITARY MANHOLE
TP = TELEPHONE PEDESTAL
WV = WATER VALVE
99
SAN. M.H.
TR =73.08
N TESi
This survey was performed without the benefit of
a current title report therefore all easements
and other matters of record which may have been
granted may not be shown hereon.
Bearing orientation based on the Easterly line of
Artesian Plaza Reserve Partial Replat, a
subdivision recorded under Vol. 331, Pg. 21 M.R.H.C.
I, Surveyor did not abstract tract.
Indicates deed or plat call.
I, Based on graphical plotting no portion of this
tract lies within a '100 year flood hazard area'
as designated on The National Flood Insurance
Program - Flood Insurance Rate Map Issued by
the Federal Emergency Management Agency under
Community Panel Numbers 480297 0485 L and 0295 L
for City of Humble, Texas, dated June 18, 2007.
The '100 year flood hazard area' is subject to
change as detailed studies become available
and /or watershed or channel conditions change.
An Easement for drainage purposes extending a
distance of 15' on each side of the center -line
of all natural drainage courses, Vol. 331, Pg. 21
M.R.H.C.
Subject to the restrictions and regulations
Imposed by Ordinances of the City of Houston,
recorded In Volume 4184, Page 518 D.R.H.C, and
amendments thereto recorded in Vo1.4897, Pg.67
and Vo1.5448, Pg.421 D.R.H.C. and under H.C.C.F.
No.J040968 regarding ' Jetero Airport Site ' (Bush
Intercontinental Airport),
KEY MAP NO. 335 -V
20 10 0 20
FEET
BENCHMARK:
CALL BEFORE YOU DIG 1
TEXAS ONE CALL PARTICIPANTS REQUEST
48 HOURS NOTICE BEFORE YOU DIG, DRILL,
OR BLAST - STOP CALL
Texas One Call System
1- 800 - 245 -4545
RM 070285: FLOODPLAIN REFERENCE MARK NUMBER 070285 IS A
BRASS DISK STAMPED 070285 ON HEADWALL AT NORTH HOUSTON
AVENUE AND G103 -44 -00 LOCATED ON THE NORTH END OF
DOWNSTREAM HEADWALL ON THE EAST SIDE OF THE ROAD IN KEYMAP
335V IN THE SAN JACINTO RIVER WATERSHED NEAR STREAM
G103- 44 -00.
ELEV. = 62.50' (NAVD 1988, 2001 ADJUSTED)
TBM:
NORTH BOLT ON TOP FLANGE OF FIRE HYDRANT AS SHOWN HEREON.
ELEV. = 74.46'
PROPOSED LEGEND
LL -J
Ai
L -J
i0_)
FFF
SCE
L ®J IPB
PROP. TYPE "A" INLET
PROP. JUNCTION BOX
PROP. M.H.
FILTER FABERIC FENCE
STABILIZED CONSTRUCTION EXIT.
INLET PROTECTION BARRIER
LEGENDi
BB = BASKETBALL GOAL
C = CONCRETE
CLD = CENTERLINE DITCH
CLRD = CENTERLINE ROAD
C H ORD = CITY OF HOUSTON ORDINANCE
FH = FIRE HYDRANT
FND = FOUND
FL = FLOW LINE
GP = GATE POST
HB = HIGH -BANK
H.C.C.F. NO. = HARRIS COUNTY CLERK'S FILE NUMBER
I.R. = IRON ROD
I.P. = IRON PIPE
M.R.H.C. = MAP RECORDS OF HARRIS COUNTY
NG = NATURAL GROUND
P- = OVERHEAD POWER WIRE
PP = POWER POLE
SANMH = SANITARY MANHOLE
TP = TELEPHONE PEDESTAL
WV = WATER VALVE
1. SET POSTS AT* z
r A r 1 OF
GROUND 50' MIN PUBLIC
i1""
i.: !
t.R••AR f R .. + i -.• _sue: " \'
1',\ ` /
r,llr,r , sRw rrat! s R \ /
er ,..r
tmpRwtt, I=+1tIRRr1 sRRRURIRlr1 iMR RR4. 11tR /// 1•R Rrl ti• RR RIr [•• RRR Rtii Ipl t,
SEPE
Mr t; f i•R :MIRR \ I j% %;j••1il. tR 1 • *i 'fi • ` 1R *MRI 111tsMtMyRR: tN 1 RRI r
GRADED • PREVENT
AND LENGTH OF ACCESS RUN-OFF FROM LEAVING SITE
PROFILE
rf
PROVIDE 'r TRANSITION
3. ATTACH FILTER MATERIAL TO r CONSTRUCTION
STAKES AND EXTEND IT INTO
r r 4. BACMLL AND COMPACT 11HE ACCESS AND PUBLIC RIGHT-OF-WAY
IF THE TRENCH. EXCAVATED SOIL.
50' MIN
rE Rti j I
y' ,
y 11r StIiR,II'
rp`'+ ?
r ti
pil!i1l i .,R'.,!tsrr:ir•i lir : a
tll! { }
l l{r :i -. ':Il;„ti, 7' ipi,
p — ,: ;.pi,,, iET'illr l ;!'
tliwt;" +. ..7 k ..I III . _4 *: *;_ _ #`: +•. • *•
1111 l}_..,,.. _ .,rlltr'...::::_::.Ip r _.::?. •. >Ael Ii AI J IIl i'i" t ._ .;l1., - :. = , .
J k • !i = __. llil ,,., ..I r: Y .. IlI Jpl h , .. I ij ,, ». lll lli —. ".= , , • •••• • M !• •
Jl4C"1 , - c..llfwl_•, #::7:,a„t r{ iS! .i, .:.,n: !, 1 —; 13f t1'E::; ! ._ :- __ `7J111 ,::: =_.: Wif! . z e c.-'• : . ' S -j:i:_: II, ; •fM•• •••••• •
i .: if #l,ii yt.l ;, . iti ... `.; •., ti t . ",p.:'
li •,. .1 4 y ti - :lif ° ilt pk'
fll,
h',". y #111 3[ff u +....... .._ I / . .
i' .; x1111 r/.
i;:... . •'•• #
M •f #* •• lll pl, :.._ci31 A''s = ::}
E!
il!
u, ._
r
if; ?
r . T1ipl r' :; 5+ ice,. .. I,If11i1 «.: x1111_..:_ :, - f 4M i ! 1I • •
aw,1:- I ±
ipi y; ;a1}I — •.:_:.,!! . % i;y .
e,..,.•. :.
I i r>k tlij fib : - - iplli pllA w ;
i
j . !',;,,, ` ••i •••
PUBLIC
GROUND ••• ••••• • - r •
1'11f1 j tiAi Y ::..Sfljp r {I1i ' 'i u1,{+.'` _ 11 ry / .r;r: , ` ••••• !•
O•• • NOTE r•r•1 w •••••• •
111 !R1I)! /: /I c r, IIr, != iti J r, • • • • • • • • •
il!{•ippr .....: i i. .ID_ i i ifE1iJ1 f,: 1 ` \l !lta w w!w. w *+ ;ar'w _w
w
COARSE AWREGATE
PLAN VIEW
FLOW FLOW
CONSTRUCTION- NOTES:
EXTENSION OF FABRIC 1. LENGTH SHALL BE AS SHOWN ON THE CONSTRUCTION DRAWINGS, BUT NOT LESS THAN
INTO TRENCH 50 FEET.
EXTENSION OF FABRIC
INTO 7RENCH 2. THICKNESS SHALL BE NOT LESS THAN 8 INCHES.
3. WIDTH SHALL BE NOT LESS THAN FULL WIDTH Of ALL POINTS OF INGRESS OR EGRESS. FILTEN FABRIC FILTER FABRIC
FLOW FLOW 4 STABILIZATION FOR OTHER AREAS SHALL HAVE THE SAME AGGREGATE THICKNESS ANO
WDTH REQUIREMENTS AS THE
1llllH lllll r °fj° f `r /%j /f j /` % /`f / \ %jij` ' i, + S i
i f • 11 ! ! •
STABIUZED
4'
0
MIN
5. STABILIZED AREA MAY BE WIDENED • ' r • ACCOMODATE
AREA. AN OUTLET SEDIMENT TRAP MUST BE PROVIDED FOR 'THE WASHING AREA.
SE"ON SEC ON 6. COH STANDARD SPECIFICATION FOR STABILIZED CONSTRUCTION ACCESS.
A ATE •
r r
7. STABILIZED CONSTRUCTION ACCESS SHALL BE MXNTMNF-0 FREE OF
SEDIMENT FOR THE DURATION OF THE PROJECT.
CONSTRUCTION NOTES.
1. 2 ;INCH THICK BY 2
ti
INC14 WOODEN TO BE SET AT
SYMBOLMAXSPACINGOF3FEETANDEMBEDDEDAMINOF8INCHES,
IN 4 r BARRIER WITH SUPPORT USEDj SYMBOL
SPACING OF POST MAY BE INCREASED TO 8 FEET MAX
STABILIZED CONSTRUCTION ACCESS
2. ATTAC1H FILTER FABRIC TO WOODEN STAKES. FILTER FABRIC
i r
r- -cr n S .l 4 : • t:, .,.,, n'`,"rr.' j t... 2 i 1' f. # 1 r, T.. r, !' (l'
t -fl =1 —{I a. . # s .:, t > ; > III ,i.u:. .1
I :! ;`i > < i a • - • .e, t + 's ! 11 If p I
WOOD if 't HEIGHT OF 35 INCHES ABOVE NATURAL GROtJND.
MIN 2 INCH BY 2 INCH
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACK OTHER 901) POST)
THEY SHOULD BE OVERLAPPED 6 INCHES AT THE POSTS,
AND FOLDED.
INLET
FILTER FABRIC4. SEE COH STANDARD SPECIFICATION FOR FILTER FABRIC BARRIER.
FILTER FABRIC 4-24 INM
1
FILTER CHESFABRIC .. w s •.
r RE
EXTENSION OF FABRIC
INTO TRENCH
i• f I POST
1, • ` • # • \
f`/ \elf \ \ f" iii' .\Jj`r' \fj1 \ /f /'+\./,,+ \;. /
jam/%
r r
rfre`1e` \
iI//
AGAJNST .B t
SECTION PLAN - CONSTRUCTION O
r # • BAGGED BARRIER y SYMBOL
1. SEE CONSTRUC71ON NOTES
PLACE AROUND INLE, FOR RFB. OMA SILT FENCE INLET PROMOTION BARRIERaa * 1
2 INCH BY 2 INCH WIDOI)
EXISTING CONCRETE ,
iAND PAVEMENT CITY OF HOUSTON
EXISTI DEPARTMENT OF PUBLIC WORKS AND ENONEERING
STORM WATER POLLU71ON
r 1 r M
III €11E11111Ii1 ,.
Ii111111111R {li \' PREVENTION DETAILS
INLET PROTECTION BARRIER
FM STAGE B INLETS)
BAGGED GRAVEL BARRIER 12ml
r i ! `
r i • D WIG NO: 01571-,-01
R
NOTES:
1. THIS DETAIL MAY B USED ONLY FOR
DRY STABLE TRENCH CONDITIONS Row
PER COH STANDARD. SEE COH STANDARD
SPECIFICATION FOR REQUIREMENTS IN CURB OR HEADWALLOTHERCONOMONS.
2
PLUS
TRENCH WIDTH HALL BE PIPE OD
A ALLOWANCE ROP CULVERT /
FOR THE NOMINAL PIPE SIZE: SYMMETRICAL
ABOUT
NOMINAL PIPE SIZE "A'
HALF SECTION HALF SECTION UNDER
307 2,COVER030" 36" UNDER PAVEMENT NATURAL GROUND
nITcH DITCH
5012EW
EDGE OF
ROADWAY
ill i I i i l I— PLAN
SYMMETRICAL
HALF SECTION
ABOUT
HALF SECTION UNDER
UNDER PAVEMENT NATURAL GROUND /
i it it ./ it
I
Ili l ilj l l
FlPAVEMENT. BASE AND I _ BACK LL PER
SUBGRADE PER NATURAL GROUND ! / `/ $pECIFlCNDI NS i/ .I -
SIRE CUT DETAILS __ / / /1 STANDARD OPEN DITCH DRIVEWAY - PLAN
GRATE AND FRAME
Il .il .Il Il
l l l _
TM SEE COH NSTANDARD DETAIL
J/ y {
I } / I \I I l
FINISHED PAVEMENT
x
Fl ED
I Z 1' EXP JT 1" EXP JTw'J-i J1 RANDOM
W
y
BACKFILL IN m 3' -0"
TRENCH ZONE PER p < e_•; •+ a
cumI
TRENCH ZONE SPECIFICATIONS I
c -• •;b. a a
1+ a.
e;'4''+' a ' n •; .i' a
BACKFILL PER a
COH STANDARD j i ! °
g 36-
CONSTRUOCTED OF BRICK
CIF
SPECIFICATIONS _ PROPOSED
URFA
AND
BASE AND 9URFA[NG :+ a: :
iv
I SURFACSrG 1'-9" 3'
y. #
5 12 — .- 6•
i (!+
N
1 r _ 11' SPRING LINE
I
INITIAL ! - - $
I i CONCRETE (LPL )
3. CLR
ii A r SLOPE 1
CEMENT - STABILIZED 1 tr: SPRING LINE
SAND EMBEDMENT a.
f .• ;' ^ ,
a.'+ aNPROPOSEDCONCRETE (SEE NOTE 4) EMBEDMENT MATERIAL * 4 Q 30 C - C
PER OH STANDAR °.
y a -•+, •e . + •a a : +.
I
HAUNCHINC
SPECIFICATIONS
VALLEY GUTTER
3 -84
15612EWMIN
MN. LAP LENGTH 22 • WC3_UDE 6 " • 90 • -- I 48 6" Cr MIN. BENDS AT END (TYP.)
BEDDING ` I STANDARD CONCRETE VALLEY GUTTER SECTION _
NITS
TYPICAL CROSS - SECTION
DRY BOTTOM 1. REINFORCED CONCIiETE PIPE ( RCP) CULVERTS AND CONCRETE VALLEY GUTTER GRADES SHALL BE SET SECTION f1
BY CITY ENGINEM PROFILE SHOWING THE PROPOSED AND EXI8 M DITCH FLOWLME WILL BE
REQUIItEO WHERE CONCRETE VALLEY GUTTERS ARE TO BE CONSTRUCTED IN LIEU OF CULVERTS.
CITY OF HOUSTON CITY OF HOUSTON 2 CULVERT SO WILL BE APPROVED BY CITY ENGINEER WITH IIi 'DIAMETERMINIMUM, CITY OF HOUSTON
DEPARTMENT OF PUBLIC WORKS AND ENGINEERING DEPARTMENT OF PUBLIC WORKS AND ENGINEERING
DEPARTMENT OF PUBLIC WORKS AND ENGINEERING
ENGINEERING, CONSTRUCTION AND REAL ESTATE DIVISION ENGINEERING: CONSTRU0710N AND REAL ESTATE DIVISION
3. SPACING OF TYPE • D 1 OR D • 1 1 INLETS SHALL BE4)ETERMINEO BY CITY CITY OF HOUSTON
a+ AND REAL ESTME Msl°"
SANITARY OR STORM SEWER WATER DISTRIBUTION MAIN ENGINEER. SEE WAWIIG NO. OQW -07 FOR TYPE 'D' OR DRAWING NO. OEPARTWNTOF PUBLIC WOMAMENGNIEERING
BEDDING AND BACKFILL BEDDING AND BACKFILL FOR 02•OB FOR TYPE •D -1•
STORM SEWER
FOR DRY STABLE TRENCH OPEN CUT TRENCHES DRIVEWAYS WITH CULVERTS OR TYPE "D" INLET
NOT TO SCALE) VALLEY GUTTERS ON (NOT TO SCALE)
NOT r0 SCALE) 4. DRIVEWAY MAY BE CONCRETE, ASPHALT OR ANY OTHER MATERIAL WHICH WILL OPEN DITCH TYPE STREETS
AP ROVED 8Y: APPROVED BY ROVED BY' APPROVED 8Y: OVED APP D
NOT PERMIT WIND OR WATERBOAHE EROSION.
CITY ENGI ER DIRECTOR Of PUBLIC CITY ENG1 R DIRECTOR OF PUBLIC
APPRaVEDBY: APPRaVEpByiN i
WORKS AND ENGINEERING
WORKS AND ENGINEERING 5. A3- FOOT ( X> HCRETEVALLEYGU1TL iSECT10NS FWL CONS"rRUCTED
CITY ENG EER DIRECTOR OF IC
EFF DATE: OCT -01 -200 DWG NO: 02317 -03 EFF DATE:OCT -01 -2002 DWG NO: 02317 -04
WORKS
02632-07
ENGINEERING
THROIiGH THE PROPOSED DRIVEWAY WHERE THE CITY ENGINEER DETERMMES CITY EFF DATE: OCT-01 DWG No:
THE INSTALLATION OF DITCH CULVERTS TO BE IMPRACTICAL. DUE TO
WORKS
INSUFFICIENT DEPTH. THE VALLEY GUTTER SECTION WILL BE DATE: 05 - 23 - 03
CONSTRUCTED OF 5 -112 SACK CEMENT PER CUBIC YARD OF CONCRETE.
NO NO. 02754-02 DN1O NO= 17201-2
TNJ Dtll00DDL l
CATCHBASIN
TRAFFIC DUTY
CAST IRON GRATE
VARIES
f_
JUNCTION BOX
SKID- RESISTANT STEEL
PEDESTRIAN DUTY STD.
TRAFFIC -DUTY OPTIONAL]
CAST -IN STEEL FRAME
OPTIONAL EXTENSION
6" or 12"
PRECAST CONCRETE
BASIN SECTION
PRECAST CONCRETE BASIN BY
PARK EQUIPMENT CO.
800 -2546 -8041
THIN WALL KNOCKOUT ON
ALL 4 SIDES, SEE KO DIMENSION
FOR MAXIMUM PIPE O.D.
MODEL #
3. MAX TRENCH WIDTH SHALL BE NOT
GREATER THAN MIN TRENCH WIDTH
PLUS 24 INCHES, UNLESS OTHERWISE
NOTED.
I
II I
14
SOD OR SEED (AS REQUIRED) PER
COH STANDARD
DIMENSIONS
6" or 12"
JUNCTION
W1 If
0110011 0000
T1 KO
GRATE WEIGHT
LBSBASIN
SPECIFICATIONS
H2
SIZE
JB12 15"
4. ALTERNATIVE EMBEDMENT BACKFILL
21" 18" 2" 10" 12 "x12 "x1" 180
CB18 JB18 24" 16"
C_TIIU
4" 15"
MATERIALS FOR FORCE MAINS MAY BE
ALLOWED. SEE COH STANDARD
1,000
CB20
PAVEMENT, BASE AND I
NATURAL GROUND
26" 18" 34" 30" 4" 17"
D QOQOODOOOLJ
CB24 JB24 32"
SPECIFICATIONS.
41" 36"
SUBGRADE PER ___
T_
T DETAILS
22" 24"x24 "x2" 2,245
C927 JB27 37" 25" 42" 36" 6"
5012EW
EDGE OF
ROADWAY
ill i I i i l I— PLAN
SYMMETRICAL
HALF SECTION
ABOUT
HALF SECTION UNDER
UNDER PAVEMENT NATURAL GROUND /
i it it ./ it
I
Ili l ilj l l
FlPAVEMENT. BASE AND I _ BACK LL PER
SUBGRADE PER NATURAL GROUND ! / `/ $pECIFlCNDI NS i/ .I -
SIRE CUT DETAILS __ / / /1 STANDARD OPEN DITCH DRIVEWAY - PLAN
GRATE AND FRAME
Il .il .Il Il
l l l _
TM SEE COH NSTANDARD DETAIL
J/ y {
I } / I \I I l
FINISHED PAVEMENT
x
Fl ED
I Z 1' EXP JT 1" EXP JTw'J-i J1 RANDOM
W
y
BACKFILL IN m 3' -0"
TRENCH ZONE PER p < e_•; •+ a
cumI
TRENCH ZONE SPECIFICATIONS I
c -• •;b. a a
1+ a.
e;'4''+' a ' n •; .i' a
BACKFILL PER a
COH STANDARD j i ! °
g 36-
CONSTRUOCTED OF BRICK
CIF
SPECIFICATIONS _ PROPOSED
URFA
AND
BASE AND 9URFA[NG :+ a: :
iv
I SURFACSrG 1'-9" 3'
y. #
5 12 — .- 6•
i (!+
N
1 r _ 11' SPRING LINE
I
INITIAL ! - - $
I i CONCRETE (LPL )
3. CLR
ii A r SLOPE 1
CEMENT - STABILIZED 1 tr: SPRING LINE
SAND EMBEDMENT a.
f .• ;' ^ ,
a.'+ aNPROPOSEDCONCRETE (SEE NOTE 4) EMBEDMENT MATERIAL * 4 Q 30 C - C
PER OH STANDAR °.
y a -•+, •e . + •a a : +.
I
HAUNCHINC
SPECIFICATIONS
VALLEY GUTTER
3 -84
15612EWMIN
MN. LAP LENGTH 22 • WC3_UDE 6 " • 90 • -- I 48 6" Cr MIN. BENDS AT END (TYP.)
BEDDING ` I STANDARD CONCRETE VALLEY GUTTER SECTION _
NITS
TYPICAL CROSS - SECTION
DRY BOTTOM 1. REINFORCED CONCIiETE PIPE ( RCP) CULVERTS AND CONCRETE VALLEY GUTTER GRADES SHALL BE SET SECTION f1
BY CITY ENGINEM PROFILE SHOWING THE PROPOSED AND EXI8 M DITCH FLOWLME WILL BE
REQUIItEO WHERE CONCRETE VALLEY GUTTERS ARE TO BE CONSTRUCTED IN LIEU OF CULVERTS.
CITY OF HOUSTON CITY OF HOUSTON 2 CULVERT SO WILL BE APPROVED BY CITY ENGINEER WITH IIi 'DIAMETERMINIMUM, CITY OF HOUSTON
DEPARTMENT OF PUBLIC WORKS AND ENGINEERING DEPARTMENT OF PUBLIC WORKS AND ENGINEERING
DEPARTMENT OF PUBLIC WORKS AND ENGINEERING
ENGINEERING, CONSTRUCTION AND REAL ESTATE DIVISION ENGINEERING: CONSTRU0710N AND REAL ESTATE DIVISION
3. SPACING OF TYPE • D 1 OR D • 1 1 INLETS SHALL BE4)ETERMINEO BY CITY CITY OF HOUSTON
a+ AND REAL ESTME Msl°"
SANITARY OR STORM SEWER WATER DISTRIBUTION MAIN ENGINEER. SEE WAWIIG NO. OQW -07 FOR TYPE 'D' OR DRAWING NO. OEPARTWNTOF PUBLIC WOMAMENGNIEERING
BEDDING AND BACKFILL BEDDING AND BACKFILL FOR 02•OB FOR TYPE •D -1•
STORM SEWER
FOR DRY STABLE TRENCH OPEN CUT TRENCHES DRIVEWAYS WITH CULVERTS OR TYPE "D" INLET
NOT TO SCALE) VALLEY GUTTERS ON (NOT TO SCALE)
NOT r0 SCALE) 4. DRIVEWAY MAY BE CONCRETE, ASPHALT OR ANY OTHER MATERIAL WHICH WILL OPEN DITCH TYPE STREETS
AP ROVED 8Y: APPROVED BY ROVED BY' APPROVED 8Y: OVED APP D
NOT PERMIT WIND OR WATERBOAHE EROSION.
CITY ENGI ER DIRECTOR Of PUBLIC CITY ENG1 R DIRECTOR OF PUBLIC
APPRaVEDBY: APPRaVEpByiN i
WORKS AND ENGINEERING
WORKS AND ENGINEERING 5. A3- FOOT ( X> HCRETEVALLEYGU1TL iSECT10NS FWL CONS"rRUCTED
CITY ENG EER DIRECTOR OF IC
EFF DATE: OCT -01 -200 DWG NO: 02317 -03 EFF DATE:OCT -01 -2002 DWG NO: 02317 -04
WORKS
02632-07
ENGINEERING
THROIiGH THE PROPOSED DRIVEWAY WHERE THE CITY ENGINEER DETERMMES CITY EFF DATE: OCT-01 DWG No:
THE INSTALLATION OF DITCH CULVERTS TO BE IMPRACTICAL. DUE TO
WORKS
INSUFFICIENT DEPTH. THE VALLEY GUTTER SECTION WILL BE DATE: 05 - 23 - 03
CONSTRUCTED OF 5 -112 SACK CEMENT PER CUBIC YARD OF CONCRETE.
NO NO. 02754-02 DN1O NO= 17201-2
TNJ Dtll00DDL l
CATCHBASIN
TRAFFIC DUTY
CAST IRON GRATE
VARIES
f_
JUNCTION BOX
SKID- RESISTANT STEEL
PEDESTRIAN DUTY STD.
TRAFFIC -DUTY OPTIONAL]
CAST -IN STEEL FRAME
OPTIONAL EXTENSION
6" or 12"
PRECAST CONCRETE
BASIN SECTION
PRECAST CONCRETE BASIN BY
PARK EQUIPMENT CO.
800 -2546 -8041
THIN WALL KNOCKOUT ON
ALL 4 SIDES, SEE KO DIMENSION
FOR MAXIMUM PIPE O.D.
MODEL #
Ti
I I
DIMENSIONS
6" or 12"
CATCH JUNCTION
W1 W2 H1 H2 T1 KO
GRATE WEIGHT
LBSBASIN
BOXY
H2
SIZE
C8121 JB12 15" 10" 21" 18" 2" 10" 12 "x12 "x1" 180
CB18 JB18 24" 16" 34" 30" 4" 15" 18 "x1 8 "x1 A" 1,000
CB20 J820 26" 18" 34" 30" 4" 17" 20 "x20 "xl%" 1,335
CB24 JB24 32" 22" 41" 36" 5" 22" 24"x24 "x2" 2,245
C927 JB27 37" 25" 42" 36" 6" 24" 27 "x27 "x2" 2,875
CB30 JB30 42" 30" 42" 36" 6" 30" 32 "x32 "x2" 3,675
CB36 JB36 48" 36" 42" 36" 6" 32" 38 "08 %2" 4,585
1. C812 CATCHBASIN IS RATED FOR PEDESTRIAN LOADING. ALL OTHERS ARE TRAFFIC DUTY.
2. ALL JUNCTION BOXES ARE STANDARD PEDESTRIAN DUTY OR OPTIONAL TRAFFIC DUTY.
SPECIFICATIONS
CONCRETE : Class 1 concrete with of design strength of
4500 PSI at 28 days. Unit is of monolithic
construction at floor and first stage of wall
with sectional riser to required depth.
REINFORCEMENT: Grade 60 reinforced. Steel rebor conforming
to ASTM A615 on required centers or equal.
C.I. CASTINGS: Cast iron frames and grates are manufactured
of grey cast Iron conforming to ASTM A48 -76
Class y0.
PARTIAL SECTION
PARK FAX (
713) 937 -7602
713) 937 -4264
tQ1 IfT 601 A11Y
MATS (800) 265 -5041
Explot ttho DestPP
I
SCALE NONE D'JVc. N0. REV.
DATE 1/96
CBJB36
FINISHED GRADE
SPECIFIED ADAPTER
CEMENT STABILIZED SAND
BACKFILL PER
SPECIFICATIONS
S
PVC HOUSE
OR BUILDING LATERAL
12* . (MN) ABOVE
AND ON E SIDES
OF THE PIPES .
sp
Cr MIN BELOW '
THE
EXISTING SERVICE LATERAL
NOTES:
I. THE ENTIRE EXPOSED SERVICE CONNECTION
SHAD- BE ENCASED IN CEMENT STABILIZED
SAND AS SHOWN ABOVE.
2 ENTIRE
CO NECTION SHALL BE N A,
SSEERDYI
IN CEMENT
STABILIZED SAND AS SHO**4 ABOVE.
STRAP ON SADDLE
GASKET
Y
LINER PIPEYSTAINLESSSTEEL (TYP)
BAND CLAMP
LATERAL STRAP -ON SADDLE
s
SADDLE
SEE BELOW)
LINER PIPE /
EXIST SANITARY
SEWER OR
CARRIER PIPE
t
n
r
1/4- WIDE X 3/4" DEEP
F #
4 04 2"
Ti
I I
w.
1• r
6" or 12"
H2
Ti
I
PARTIAL SECTION
PARK FAX (
713) 937 -7602
713) 937 -4264
tQ1 IfT 601 A11Y
MATS (800) 265 -5041
Explot ttho DestPP
I
SCALE NONE D'JVc. N0. REV.
DATE 1/96
CBJB36
FINISHED GRADE
SPECIFIED ADAPTER
CEMENT STABILIZED SAND
BACKFILL PER
SPECIFICATIONS
S
PVC HOUSE
OR BUILDING LATERAL
12* . (MN) ABOVE
AND ON E SIDES
OF THE PIPES .
sp
Cr MIN BELOW '
THE
EXISTING SERVICE LATERAL
NOTES:
I. THE ENTIRE EXPOSED SERVICE CONNECTION
SHAD- BE ENCASED IN CEMENT STABILIZED
SAND AS SHOWN ABOVE.
2 ENTIRE
CO NECTION SHALL BE N A,
SSEERDYI
IN CEMENT
STABILIZED SAND AS SHO**4 ABOVE.
STRAP ON SADDLE
GASKET
Y
LINER PIPEYSTAINLESSSTEEL (TYP)
BAND CLAMP
LATERAL STRAP -ON SADDLE
s
SADDLE
SEE BELOW)
LINER PIPE /
EXIST SANITARY
SEWER OR
CARRIER PIPE
t
n
r
1/4- WIDE X 3/4" DEEP
F #
4 04 2"
1/4" WIDE X 3/4" (DEEP
f#
4 018"'
CONTROL JOINT Cap 10 EW
N.T.S.
G- SEALANT
4 0 18"
8" RAID. TYP.
LUBRICATE PORTION OF
DOWEL IN THIS SLAB
4 x 18" LONG 0
REBAR SPACING)
EXPANSION CAP
i
FIRST POUR
3/4" CYPRESS JOINT
1 1 /4"
MATERIAL W/ 1/2- DEEP
PULL STRIP. DRILL HOLES
FOR DOWELS.
EXPANSION JOINT @ 40 MAX.
N.T.S.
r
1/4" WIDE X 3/4" (DEEP
f#
4 018"'
CONTROL JOINT Cap 10 EW
N.T.S.
G- SEALANT
4 0 18"
8" RAID. TYP.
LUBRICATE PORTION OF
DOWEL IN THIS SLAB
4 x 18" LONG 0
REBAR SPACING)
EXPANSION CAP
i
FIRST POUR
3/4" CYPRESS JOINT
1 1 /4"
MATERIAL W/ 1/2- DEEP
PULL STRIP. DRILL HOLES
FOR DOWELS.
EXPANSION JOINT @ 40 MAX.
N.T.S.
MORTAR
NOTE 7)
IDENTICAL
NATURAL GROUND - UNDER PAVEMENTNOTES:
NATURAL GROUND SUBGRADE PER
STREET CUT DETAILS
SEWER PIPE MATERIAL
PER SPECIFICATO N
I, DEPTH OF MANHOLE DETERMINES SECTIONS
t
SAME INSIDE DIAMETER AS
REQUIRED.
EXISTING SERVICE LINE
2, PRECAST CONCRETE OR HOPE RINGS SHALL BE PROVIDED
a
COH STANDARD SPECIFICATION
FOR A COMBINED ADJUSTMENT HEIGHT OF AT
RT
CASTLE
DEPTHS FROM MANHOLE
LEAST 12". THE TOTAL HEIGHT OF THE
COVER TO INVERT
GREATER THAN 15 FT -
r
ADJUSTMENT RINGS SHALL NOT EXCEED
6" REMOVABLE THREADED
2• CLEARANCE
FROM COVER ERFROM
NONE REOUIRED
1 —D .
J
a!
3. MANHOLE WALL THICKNESS FOR DEPTH EXCEEDING
NOT APPLICABLE
CONCRETE INVERT
12' -O" SHALL BE DETERMINED TO MEET LOADING
CONDITIONS. MIN THICKNESS 5".
CONINECTOR (TYP)
RATED F1iP OR LINED
4. MANHOLE DROP AND INTERSECTING PIPES SHALL
OPTION NOSED
z
BE INSTALLED ONLY WHEN CALLED FOR M PLAN
ALTERNATIVE: INSTALL AS CASING PIPE
AND PROFILE DRAWING.
z
ANY SIZE AND TYPE NOMINAL
T SISESEWER CARRIERSAN.
5. SEAT MANHOLE FRAME IN SEALANT PER
COH STANDARD SPECIFICATION.
ADJUSTED
A
rSERVICCE+ LINEZ)
SPRING LINE
i
H J 6. ECCENTRIC PRECAST CONCRETE MANHOLE
4
CLCL
SEWER PIPE MATERIAL
JOINT
IL
PER SPECIFICATION
G' MIN CLEARANCE SAME INSIDE DIAMETER AS
LINEEXISTINGSERVICE E
z
EXISTING SANITARY
MAY BE USED.
SEWER SERVICE LATERAL
SPECIFIED ADAPTER
SEE CON STANDARD DETAIL
EXISTING
AS REQUIRED BY COH m
SANITARY SEWER
7. OMIT CEMENT MORTAR WHEN MANHOLE 15
w
STANDARD SPECIFICATION
CITY OF HOUSTON
DEPARTMENT OF PUBLIC WORKS AND ENGINEERING
LOCATED IN PAVED AREAS.
a
a
ENOREE 104. CONSTRUCTION AND RUL BSTATE WASIOM
SANITARY SEWER
8. MIN REINFORCING IN THE PRECAST CONCRETE
SERVICE LINE RECONNECTION
FOR STORM SEWER CONFLICTS
RESILIENT
CONNECTOR
BASE SHALL BE 111 5 A 8 EW.
SPECIFICATIONS
BY • , APPROVED
0YP) 9. PROVIDE BACKFtLL TO MATCH ADJACENT PIPE
r
CITY EN EER Ex RECTOR OF PUBLIC
PER COH STANDARD
WORKS AND ENGINEERING
EFF DATE: OCT -01 -2002 DwG NO: 02534 --03
MIN SLOPE
SPECIFCABTIONFILL
j
32" DIA STANDARD MANHOLE
FRAME AND COVER SEE
FOUNDATION PLAN COH STANDARD DETAIL
MORTAR
NOTE 7)
IDENTICAL
SEE NOTE 5
ADJUSTMENT RINGS
TO BE COMBINED
AS NECESSARY
NOTE 2)
AND SEALED WITH
APPROVED SEALANT
FINISHED GRADE
ARM
NATURAL GROUND - UNDER PAVEMENT
Amm
NATURAL GROUND SUBGRADE PER
STREET CUT DETAILS
SEWER PIPE MATERIAL
PER SPECIFICATO N SPECIFIED ADAPTER
t
SAME INSIDE DIAMETER AS
iv
EXISTING SERVICE LINE
PRECAST CONCRETE
a
COH STANDARD SPECIFICATION EXTENSION FOR ALL
RT
CASTLE
DEPTHS FROM MANHOLE
BASE SECTION
COVER TO INVERT
GREATER THAN 15 FT -
r
I
FINISH GRADir.. I
I
6" REMOVABLE THREADED
2• CLEARANCE
FROM COVERERFROM
NONE REOUIRED
PRECAST OR PREMIX
J
a! 1! \1 x.`!
f
NOT APPLICABLE
CONCRETE INVERT
0
a I IF 97 CONINECTOR (TYP)
SEE NOTE 5
ADJUSTMENT RINGS
TO BE COMBINED
AS NECESSARY
NOTE 2)
AND SEALED WITH
APPROVED SEALANT
FINISHED GRADE
ARM
NATURAL GROUND - UNDER PAVEMENT
Amm
NATURAL GROUND SUBGRADE PER
STREET CUT DETAILS
SEWER PIPE MATERIAL
PER SPECIFICATO N SPECIFIED ADAPTER
t
SAME INSIDE DIAMETER AS
iv
EXISTING SERVICE LINE
FOUNDATION MATERIAL AS PER PROVIDE g BASE
COH STANDARD SPECIFICATION EXTENSION FOR ALL
RT
CASTLE
DEPTHS FROM MANHOLE
SECTION
A
COVER TO INVERT
GREATER THAN 15 FT -
SEE NOTE 5
ADJUSTMENT RINGS
TO BE COMBINED
AS NECESSARY
NOTE 2)
AND SEALED WITH
APPROVED SEALANT
FINISHED GRADE
ARM
NATURAL GROUND - UNDER PAVEMENT
Amm
NATURAL GROUND SUBGRADE PER
STREET CUT DETAILS
SEWER PIPE MATERIAL
PER SPECIFICATO N SPECIFIED ADAPTER
t
SAME INSIDE DIAMETER AS SEE CON STANDARD DETAIL
SAME SIZE ASTM D224t,
SDR 26
EXISTING SERVICE LINE
MIN CLF RANCE
3 VALVE BOX
TS (ASTM D3034)
RT
CASTLE
I
MFG BY OLD
PRECAST INC OR
I
r
I
FINISH GRADir.. I
I
6" REMOVABLE THREADED
2• CLEARANCE
FROM COVER ERFROM
NONE REOUIRED
MANHOLE TO MANHOLE
a! 1! \1 x.`!
f
NOT APPLICABLE
ALTERNATIVE
SAME SIZE PRESSURE -
STORM SEWER AMSTED uNE
RATED F1iP OR LINED NOT APPLICABLE
OPTION NOSED
z r
ALTERNATIVE: INSTALL AS CASING PIPE
MIN 18 FT JOINT OF
PRESSURE RPE AT LEAST 2
ANY SIZE AND TYPE NOMINAL
T SISE SEWER CARRIERSAN.
NOT APPUCABLE
ADJUSTED
rSERVICCE+ LINEZ)
SPRING LINE
i
CLCL
SEWER PIPE MATERIAL
JOINT
IL
PER SPECIFICATION
G' MIN CLEARANCE SAME INSIDE DIAMETER AS
LINEEXISTINGSERVICEE
z
EXISTING SANITARY
SEWER SERVICE LATERAL
SPECIFIED ADAPTER
SEE CON STANDARD DETAIL
EXISTING
AS REQUIRED BY COH m
SANITARY SEWER
STANDARD SPECIFICATION
CITY OF HOUSTON
DEPARTMENT OF PUBLIC WORKS AND ENGINEERING
T/A\\V/t \\V.A\ .
ENOREE 104. CONSTRUCTION AND RUL BSTATE WASIOM
SANITARY SEWER
EMBEDMENT MATERIAL DRY BOTTOM
SERVICE LINE RECONNECTION
FOR STORM SEWER CONFLICTS
NOT TO SCALE)
SPECIFICATIONS
BY • , APPROVED
DISTANCE BETWEEN I F'N(:TH OF THE AUGER PIT _
r
CITY EN EER Ex RECTOR OF PUBLIC
WORKS AND ENGINEERING
EFF DATE: OCT -01 -2002 DwG NO: 02534 --03
I
I
A, , - - - - - - - - - -- j
I
WYIE CONNE TION(S)
AS NEEDED
9" MIN
r r f w•"w . +mow _inn....
6 LEAD .TD A
PLAN VIEW • L Ir MIN
t... _ 24" TYP
HALF SECTION UNDER HALF SECTION
NATURAL GROUND - UNDER PAVEMENT
M
NATURAL GROUND SUBGRADE PER
STREET CUT DETAILS
w
SIZE
t
I 3
SAME SIZE ASTM D224t,
SDR 26
iox
3 VALVE BOX
TS (ASTM D3034)
RT
CASTLE
I
MFG BY OLD
PRECAST INC OR
I APPROVED EQUAL
I
FINISH GRADir.. I
I
6" REMOVABLE THREADED
2• CLEARANCE
FROM COVERERFROM
HALF SECTION UNDER HALF SECTION
NATURAL GROUND - UNDER PAVEMENT
PAvEMENT, BASE AND
NATURAL GROUND SUBGRADE PER
STREET CUT DETAILS
ADAPTERS REQUIRED_ SIZE WVTYPE NOTE
C TO 17 (ASTM D3034)
SAME SIZE ASTM D224t,
SDR 26
ASTM 03034 R1 p)2665
SEWER CWPUNG
TS (ASTM D3034)
1C LINED DUCTILE IRON
OR AWWA COOS. DR25
NONE REQUIRED
SAME SOE AMA CON.
ig AND 2C
PRESSURE -RATED FRP
OR LIKED DUCTILE IRONN,
NONE REOUIRED
MANHOLE TO MANHOLE
a! 1! \1 x.`!
f
NOT APPLICABLE
ALTERNATIVE
SAME SIZE PRESSURE -
ce
RATED F1iP OR LINED NOT APPLICABLE
7d• . l! \fly ` 1-L/ i \1i\ / \li \1i Ali j
ALTERNATIVE: INSTALL AS CASING PIPE
MIN 18 FT JOINT OF
PRESSURE RPE AT LEAST 2
ANY SIZE AND TYPE NOMINAL
T SISESEWER CARRIERSAN.
NOT APPUCABLE
PIPE. GROUT ANNULAR
SPACE WITH TUNNEL GROUT
SPRING LINE W
CLCL JOINT
IL
z
FILL ANNULAR SPACE
AS REQUIRED BY COH m
STANDARD SPECIFICATION
1/ n(' /(\'
T/A\\V/t \\V.A\ . AUGER PIT
EMBEDMENT MATERIAL DRY BOTTOM
PER COH STANDARD
SPECIFICATIONS
DISTANCE BETWEEN I F'N(:TH OF THE AUGER PIT _
UTILITY BACKFHI ___.. ..._
PER SPEOMATION
SECTION 02320,
I'.. •• .. i'I s" MIN
1
Mrt --! -- L,
I (••' ` ELEVATION Q
6" PVC PIPE I °( CONIFORM TO
SPECIFICATION I 1 6• -45' BEND (PVC) FINISH GRADE PER COH
SECTION 02934 I 1 y < NATURAL GROUND STANDARD SPECIFICATIONS
I ` NEEDED)
i ' • `F ';.
T CEMENT
SABIZEDSAN
l / \ BACKFILL MATERIAL AS
SHOWN FOR TYPICAL T RENCH
PLUG ALL PIPES THAT FOR ENCOUNTERED SOIL
DO NOT CONTINUE CONDITIONS SEE COH
x- f STANDARD DETAIL
1"j, 1 41 fi fi1/ q!
LIMITS OF' PAYMENT FOR
AUGER HOLELe* CEMENT - (FILL SPACE AS REQUIRED)
STAMIJZEa "SAND
CLE;ANOuT (MAX 5 FT),; _
SPRIN_G LINE
6* LEAD TO
SANITARY SEWER 6" MIN
SECTION A -A z EMBEDMENT MATERIAL AS
FOR
SHOWN
ENCOUNTERED SOIL
1. USE CEMENT STABILIZED
CITY OF HOUSTON %D .' CONDITION SEE COH STANDARD
SAND BEDDING 6' BELOW DEPARTMENT Of PUBLIC WORKS AND ENGINEERING
DETAIL
PIPE AND 12 ABOVE PIPE. VAMI/I
2, MANNTAIN MINIMUM CLEARANCE STANDARD T BOTTOM OF AUGER PR
OF 12• FROM DRIVEWAY.
3. CLEANOUT COVER SHALL BE DETAIL ON SERMCE LEAD AUGER PIT WIDTH
EMBOSSED WITH 'SS CO COW,
MflT 70 SCALE SECTION
A
4. DO NOT LOCATE WITHIN SIDEWALK
PAVING. EXCEPT ADMEN REQUIRED: APP
CITY ENGINEER DMIR OF PUHLIC
wafts 'AND ENGAMNUE
EFF Dill TE:JULY -Ot -2010 DWG v0; 02834 -05
EXISTING GRADE
VA \ \VA \ \V R
INSTALLATION REQUIREMENTS
EXISTING 1. IF -Y IS N
2E.
TER THAN C ANDY 6
WATER LNE 1F55 THAN 2'. USE MINNIJM 1B FT JOINT OF
PRESSURE -DATED PIPE PER CON STANDARD
DRAWING.
NEW SANITARY SEWER 2, F'Y' IS GREATER T W Y AND "Y ISCEMENT- SSTABUZED SANDEMBLEMPIPE IN
3. IF 'r IS GREATER THAN s', USE STANDARD
AND NORMAL JOINT SPACING.
FULL JOINT OF PIPE
CENTERED ON WATER UNE
ADAPTER REO'D
2 PLACES)
NEW SANITARY SEWER CROSSING EXISTING; WATER LINE
EXISRNG GRADE
X. INSTALLATION REQUIREMENTS
WAATER LINE 1. IF 'X IS LESS THAN WAND SFPAAATKN
R LESS THAN 9', USE PRESSURE -RATED
PIPE MH TO MH. ' MUST BE AT LEAST
4 FT.
2. IF "K• r GREATER MAN OR EQUAL TO
ORAND '
EPT 4Lj l STAN. PPE NAND EMBEORMTENTER.'
NEW $,WRARY
SEWER
NEW SANITARY SEWER PARALLEL TO EXISTING WATER LINE
NOTES:
1. SANITARY SEWER MUST BE BELOW WATER LJNE WHEREVER
PRROVIIDDEEMNWUMW2 FT SEPARATION AND INSTALLPPIPE`YER
SANE AS FOR SEWER BELOW' WATER.
2. WHEN PRESSURE -RATED PIPE IS RFOUIRED
PRO`ADE PIPE WITH MINIMUM 150 Pei PRESSURE
RATING.
3. ADAPTERS MUST BE FACTORY MOLDED OR FABRICATED,
WITH RING $REFINES AT LEAST EQUAL TO THE
ADJOHM SANITARY SEWER RPE ANp USING
RESWENT GASKET OR SEAL MATF:RAL FLEATBLE
RUBBER •BDOr TYPE ADAPTERS WILL NOT BE
ACCEPTED.
4. INSTALL FORCE MNNS SAME AS FOR GRKMY SEWER, USING
SPECIFIED PRESSURE RPE
5.'Y MUST ALWAYS BE GREATER THAN OR EQUAL C.
6. -e MUST BE GREATER THAN OR EOUAL TO 4 FT.
7' OR DIac ED IiNYTHE S PECICINFIUnan.IATAWINCs
e.
TO
RECONNEG
IRE
O IRS SRROEFFER TO PLUMBING CODEFORAPPICABLEREQUIREMENTS.
TABLE 02730 -04
SEWER LINE CROSSING BELOW WATER UNE WITHIN 2 FT SEPARATION
GRAVITY
EI
ART SEWER RA 2FS ADAPTERS REQUIRED_ SIZE WVTYPE NOTE
C TO 17 (ASTM D3034)
SAME SIZE ASTM D224t,
SDR 26
ASTM 03034 R1 p)2665
SEWER CWPUNG
TS (ASTM D3034)
1C LINED DUCTILE IRON
OR AWWA COOS. DR25
NONE REQUIRED
SAME SOE AMA CON.
ig AND 2C
PRESSURE -RATED FRP
OR LIKED DUCTILE IRONN,
NONE REOUIRED
MANHOLE TO MANHOLE
21' AND 27' PRESSURE PIPE NOT
AVAKABLE. SEE CASING
NOT APPLICABLE
ALTERNATIVE
SAME SIZE PRESSURE -
30• AND LARGER RATED F1iP OR LINED NOT APPLICABLE
OUCIRE IRON,
MANHOLE T MANIgLE
ALTERNATIVE: INSTALL AS CASING PIPE
MIN 18 FT JOINT OF
PRESSURE RPE AT LEAST 2
ANY SIZE AND TYPE NOMINAL
T SISE SEWER CARRIERSAN.
NOT APPUCABLE
PIPE. GROUT ANNULAR
SPACE WITH TUNNEL GROUT
INSTALLING SANITARY SEWERS CROSSING OR PARALLEL TO WATER LINES
CITY OF HOUSTON
DEPARTMENT OF PUBLIC WORKS AND ENGINEERING
eJNNFERmc, mrcTRUC11on AND REAL ESTATE MW"
SANITARY SEWER
INSTALLING SANITARY SEWERS
CROSS''.NG OR PARALLEL TO WATER LINES
EFF DATE: OCT -01 -20021 DWG NO: 02531 -05
NO.
NOTE:
1. SELECT BACKFILL FOR RIGID PAVEMENT;
FLEXIBLE BASE MATERIAL FOR ASPHALT
PAVEMENT.
CITY OF HOUSTON
DEPARTMENT OF PUBLIC WORKS AND ENGINEERING
EWNEEMNG, CONSTRUC'110N AND REAL ESTATE ONISIM
BEDDING AND BACKFILL
AUGER PIT AND AUGER HOLE
NOT TO SCALE)
ti I WORKS AND ENGINEERING
EFF DATE: OCT -01 -2002 1 DWG NO: 02447 -01
REVISION BY DATE CKD. DATE
NOTES AND DETAILS
LABRADOR EXPRESS, LLC
440 ARTESIAN PLAZA DRIVE
HUMBLE, TEXAS, 77338
fTs DOSHI ENGINEERING & SURVEYING COMPANY
g
PK"••., CONSULTING ENGINEERS & SURVEYORS
KATY, TEXAS.
e • HASMUKH H..DOSHI _•.! OFFICE: (281) 395 -9906 REGISTRATION NO. F -9873
DRAWN BY: SD DATE: 10/30 /12
I•o,9e• 42994
0:: PROJ. NO.:
G /S7 • •.NV' CHECKED BY.-HD DATE: 10/30/12E .
SCALE: NONE
DWG. NO.: C9 0
CAD NO.: 2012 - 041 —C9