Carter Addn 3-CS150506WATER AND SEWER
GENERAL NOTES
1. All materials and constmctlon shall conform to the City of
Coppell Standards and Specifications and the Standards and
Specifications for Public Works Construction by North Central
Texas Council of Governments.
2. Contractor shall protect all public ulailles In the construction
of this project, All manholes, c,..n_tu, wive boxes, and
fire hydrants moat be .0isted to proper line and grade
by hVrJ ity Contractor after paving, and before Mal
3. The location of all existing utilities indicated on the plans
we token from existing public records. The exact locallon
and elevation of oil public unities shall be determined by
the contractor. It shall be the duty of the contractor to
ascertain whether any additional facilities other than those
shown ce the plans may be present.
4. Contractor shall provide Engineer dimensions to oil services.
and other Information to produce os -built' plans.
5. All water and sanitary sewer lines Installed under pavement
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I N ONNECT TO EXISTING 5' DIA. JQ
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WALL
to ba bad, filled and compacted In 8 Inch lifts to 957.
and
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standard proalor 0 d:2 percentage pools of optimumN
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21. Fire hydrant. to be located three (3) feet behind back of curb
SANITARY SEWER SERVICE NOTES:
/ A
- NT\
20
and centered an lot lines or at curb velums. UlRily contractors
blue fire -lite reflector in centerline of street,
moisture.`+--
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2) ALL SERVICES SHALL EXTEND 10 FEET BEYOND THE
491.49 \
14+06.97 AT -01
INSTALL:
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6. Contractor shall be responsible for maintaining trench safety
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WATER SERVICE NOTES:
ONS ' DIA M
requirements In accordance with City Standards, Texas Stale
10+67.36 AT -01 \
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INSTALL: \
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-
Low and O.S.H.A. Standards.
INSTALL: \
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RC2
2+00
3+00-�
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4+00
7. Water mains to be AWYA pass 200, DR 14 PVC (blue In color).
1-8" 45 BEND \\\
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ONNECT TO E%ISHNG 5' OIA.
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8. Waley services shall be located as noted in the plan
and shill be a minimum of 1' type K capper. Each service
shall be provided with two in-IIna nylon ball dulolf calves.
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10+81.51 WAT-01
INSTALL:
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25. All sanitary sewer services shall be 4 -inch (4') PVC and
located as .h own. Service deonout per Coppol Details or
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---= -----1 - o I =� HERITA OAK COURT
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equipped with lack wings and conte ned ns a he \
1-8" 90' BEND AND
meter box. Residential services shall have a 5/8' dlametar
yoke and shall be equipped with a dud check component (as 3.85' X 66" FLAT, \ // A -01
part of the yoke) and shall be of materials approved by THERMOPLASTIC, FADE //
the City (see City of Coppell Standard Construction D.Wile) . RESISTENT WATER MARKER \ r \ i/ I STALL' 8" WATE o --- All other water services shall be equipped with
separate double check back -siphonage device In a separate box \ /
eating the apecifc.tions of the City of Coppell. All
lopping sadder and connection nipples to water yaks shdl be
bronze. Service to each lot shall have ..maximum cover
of 20 Inches. Water service lines shall not be spliced under
existing or proposed streets w paved areas.
9. All water mains shelf
ve haa'inknu'ow cof 42 Inches below
finish grade or as required to dear other utilities. To-
Tape
o -
Tape requlred one (1) foot above water main.
10. When installing water mains at sonit(7 ewer crossings, no
Joint of water main sholl be within (9) feel of the
WATER SERVICE SCHEDULE
TYPE
SIZE
NO.
IRRIG.
-
-
DOM.
1"
22
h \ / /(Z 4" SERVICE
471.07
\ \
7+96 WAT-tit
/ 10+13.24 WAT-01 INSTALL:
INSTALL: 1-8" X 6' TEE
1-8" 45' BEND 1-8" VALVE
R VALVE ANT (p^y'mil��,
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centerline of the sanitary .ewer pipe. / // / \ \\
11. Water mains shall be tested and disinfected In accordance / \
with AWWA C601.
12. Contractor shell provide adequate concrete thrust block and
retainer glands at dl bends and deflections greater than 10
degrees in mains and hydrant assemblies.
13. A minimum clearance of 24 Inches shall be provided between
water mains and storm sewer inlet..
14R r l pl of Cop ell Standard Details for bedding requkemenls.
SANITARY SEWER SERVICES
TYPE
SIZE
NO.
PVC
4
22
FL 4' SERVICE,
473.32
FL e S
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13 3+1 -02
X6' TEE
1-8' VALk
PROPOSED - AN
e er o y p / \ \ \ETAINING
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15. Poly -wrap (minimum 8 m9 thickness) oil ductile Fon pipe, NJ
fittings, wives, risers, lapping saddles and hydrant linea.
Pipe sholl be double wrapped at all Joints and bands.
Extend up each service at least 6 Inches,
16. Retaining glands and golwnized "oil thread' rods shall be
provided an all bends with concrete thrust blocking and
poly..P. -
17. Tapping sleeves: Stainless steel lapping sleeves for PVC
plpin9 with thrust blocking; said sleeve compact ductile
Iran (if not available, cast lion) for ductile Iron pipe with
throat blocking.
18. No "compresslan" fittings will be clawed an copper service
lines.
19. All road bares shall be made using dry bore equipment. No
wet bores will be allowed.
20. Bacteriological tests shall be requlrednall new water
t
f th at Aminimum of one
47 IT,
INSTALL:- I
1-8' 22.5' BEND I
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12+36.65 WAT-01 ,v \\ \ \ �A // X
/ INSTALL:
/ 3.85' X'66" FLAT,
THERMOPLASTIC, FADE
RESISTENT, WATER MARKER
13+23.92
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WAT-01
10AT-02
INSTALL• \
3.85" X 66" FLAT,
THERMOPLASTIC, FADE
RESISTENT KE
T 01
rralna prior to accepance o e prole .
bacteriological quality lest Is required for every 1000 feat
of line. The results must be negative with ne (0/I00mi)
I 4+ 0.10 WAT-01
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10AT-02
INSTALL:
Calif.-.
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7+41.55 SAN -01
21. Fire hydrant. to be located three (3) feet behind back of curb
SANITARY SEWER SERVICE NOTES:
/ A
- NT\
20
and centered an lot lines or at curb velums. UlRily contractors
blue fire -lite reflector in centerline of street,
1) ALL SERVICES SHALL BE LOCATED AT THE CENTERLINE
OF THE LOT UNLESS OTHERWISE NOTED.
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shall place
closest to fire hydrant.
2) ALL SERVICES SHALL EXTEND 10 FEET BEYOND THE
491.49 \
14+06.97 AT -01
INSTALL:
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22. Fire hydrant connections to mains shall be a, follows:
RIGHT-OF-WAY.
2
3.85' X 66" FLAT,
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Provide flat flange an In -Ilse tee; connect with MJ x flange
silleht wedge gate wlw. Provide retainer glands at oil
WATER SERVICE NOTES:
\
THERMOPLASTIC, FADE
RESISTENT, WATER MARKER
14+69.39 WAT-01 r\ \
MJ eonnectlons of hydrant.
1) ALL SERVICES SHALL BE LOCATED 10 FEET UPSTREAM
INSTALL: \
OF THE CENTERUNE OF THE LOT, UNLESS OTHERWISE
1-8" 225' E D
an /
NOTED.
23. Fire hydrants to be painted par City of Coppell Standards.
+00 SAN -02
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24. All sanitary sewer pipe shall be SDR 35 PVC ASTM D3034
(green In color).
ATMOS CONSTRUCTION REQUIREMENTS:
1) ALL WORK BEING DONE OVER OR ON GAS EASEMENT MUST HAVE AN
ONNECT TO E%ISHNG 5' OIA.
OU
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ATMOS REPRESENTATIVE PRESENT. PLEASE CONTACT STEVEN
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25. All sanitary sewer services shall be 4 -inch (4') PVC and
located as .h own. Service deonout per Coppol Details or
ROPER AT 972-360-4411 FOR COORDINATION OF CONSTRUCTION.
2) THE MINIMUM COVER FROM BOTTOM OF PAVEMENT TO TOP OF
as shown on plans.
PIPELINE SHALL BE 60"
26. Contractor sholl provide 2-6' 2'-6' x 6' thick concrete
3) ALL CONSTRUCTION ADDING THIS COVER TO THE LINE WILL BE DONE
/
pad (3000 PSI O 28 day.) for valve slacks anal sanitary sewer
WITH BACK HOES OR SMALLER TRACK EQUIPMENT TO MINIMIZE
demouts falling oulslde of paved areas, and 2'-6' X 2'-6'
DIRECT WEIGHT BEING APPLIED TO THE PIPELINE.
block out provided in pad area. Manholes falling in a
ye
4) AFTER THE 60" OF COVER IS ACHIEVED, A SINGLE AREA OF
paved area shell have a 4' X 4' block out.
CROSSING WITH EQUIPMENT WALL BE DESIGNATED.
27. Sanitary easier shall be subjected to an air test and/or
5) 8'X1' STEEL PLATES EXTENDING 4' TO EITHER SIDE OF THE
leakage test prior to acceptance.
CENTERUNE AND PERPENDICULAR TO THE GAS MAIN AND WADE
ENOUGH TO ALLOW CROSSING WITHOUT GETTING OFF THE PLATES
28. Contractor will be required to provide TV Inspection of all
WILL BE PLACED ON THE RIGHT -OR -WAY TO DISTRIBUTE THE
Sanitary Sewer lines prior to acceptance and submit flm of
WEIGHT OF THE EQUIPMENT OVER THE PIPELINE. IF EARTH MOVERS
test with "As -built' drawings at contractors expense.
ARE GOING TO BE USED THEN THE PLATES SHOULD BE DOUBLED TO
29. All 4' Sanitary Sewer services shall haw a'Inlmum of 4'
'pial
CREATE A 2' THICK SUPPORT SYSTEM.
(foot) chown on plana anal maim"' of 6' (feet) of
6)ONCE THE MINIMUM 60' OF COVER IS ACHIEVED, THEN NO COVER
cover at the property line. The 4" Sanitary Sewer wy.
WILL BE ALLOWED TO BE REMOVED FROM THE PIPELINE
connection far each lateral shell be encased N aanaete per
RIGHT-OF-WAY AND THE DEVELOPER WILL BE RESPONSIBLE FOR
City of Coppell Standard Construction Delalis. Vlllily
KEEPING THE 60" OF COVER MAINTAINED IN THE EVENT THAT
contractor to paint and 'S" on curb (after roving) Indicating
COMPACTION OF SOIL CAUSES THE 60' OF COVER TO BE REDUCED.
dl sewer services. All lateral to have cleanout at properly
line.
7) NO TRAVEL OVER THE PIPELINE AT ANY TIME WILL BE LATERAL OR
RECORD DRAWINGS MAY 07, 2013
IN -UNE TO THE PIPELINE WITH ANY EQUIPMENT OR VEHICLE.
NOTE: THE INTENT OF THE OWNER AND ENGINEER
30. All manholes shall be equipped with a manhole rain pan and
WAS TO CONSTRUCT THE IMPROVEMENTS ACCORDING 1
chimney sed.
T0. THESE PLANS AS APPROVED BY THE CITY OF
COPPELL. THE LINES AND GRADES WERE SET ON
BENCHMARKS:
CITY OF COPPELL BENCHMARK #14 - ALUMINUM MARKER
CITY OF COPPELL BENCHMARK /16 - ALUMINUM
THE GROUND FOR CONSTRUCTION ACCORDING TO
SET IN THE NORTH SIDE OF AN INLET ON THE WEST SIDE OF
MARKER SET IN THE CENTER OF AN INLET ON THE
SAID PLANS. WE ARE NOT AWARE OF ANY CHANGES
MOORE ROAD IN FRONT OF BARBARA AUSTING ELEMENTARY,
NORTH SIDE OF BETHEL SCHOOL ROAD, APPROXIMATELY
OR REVISIONS TO THESE PLANS DURING
APPROXIMATELY 73' (FEET) NORM OF PHEASANT LANE.
104' (FEET) WEST OF HUNTERS RIDGE CIRCLE.
CONSTRUCTION EXCEPT AS NOTED ON THE PLANS.
ELEVATION - 508.48'
ELEVATION - 511.13'
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INSTALL:
C2 1974'01" 250.00' 43.11' 85.38'
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7+41.55 SAN -01
EXIST. B" SS
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2+21.36 WAT-02 %IS71NG 50
NSTALL ATMOS
18 _fV%A1
CAUTION: m %
EXISTING 24" HI /
PRESSURE GAS UNE Sa
19 /
TOP OF
GAS PIPE 5
482.07 /
OR EXO WAOIXI Q
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GRAPHIC SCALE
4o m o a m
( IN FEET )
1 inch = 40 ft.
/ FL a SERVICE
483.34 / \
EX. WATER METER \
Ir TO BE REMOVED 0+52 WAT-0
/ 9 INSTALL: \
/ 21 1-8" X 6" TEE \\
C 1-8" VALVE
/ \ PROPOSED 1 -FIRE HYDRANT
\\ ETAINING I- " AL \
\ WALL
/ / \
/ \ EXIST. WATER METER
/
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CI 18'020" 250.00' 41.44' 62.13'
TJ J 24T* N:111 EXISTING
24' HIG
PRESSURE GAS LINE
C2 1974'01" 250.00' 43.11' 85.38'
n / �
5
/ \
7+41.55 SAN -01
EXIST. B" SS
_ 0 ST D1 M /
/ A
TO PROVIDE
\\
TOP OF
\ / /
GAS PIPE \
25
491.49 \
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(SEE GTY
DETAIL 3090)
\\
2
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TOP OF,
V1
GAS PIPE
489.18
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/ FL a SERVICE
483.34 / \
EX. WATER METER \
Ir TO BE REMOVED 0+52 WAT-0
/ 9 INSTALL: \
/ 21 1-8" X 6" TEE \\
C 1-8" VALVE
/ \ PROPOSED 1 -FIRE HYDRANT
\\ ETAINING I- " AL \
\ WALL
/ / \
/ \ EXIST. WATER METER
/
\ TO BE REMOVED
CI 18'020" 250.00' 41.44' 62.13'
NIOW52'E 81.76'
C2 1974'01" 250.00' 43.11' 85.38'
N1071'32'E 84.96'
j
\ 4" SS SERV. ON
TOP OF
GAS PIPE yin /
469.17
EXIST. B" SS
05 1185'40' 482.00' 48.23' 96.14'
N59WI9'E 95.98'
TO PROVIDE
22
/
5 /
/DE & WE
/
25
30 LF BY BORE
n
(SEE GTY
DETAIL 3090)
18+50.36 WAT-01
TOP OF-,/ INSTALL:
GAS PIPE
487.57 11-8',45' BEND
,p
1 /Z /// 19+22.Oi
INSTALL•
CARTER AD ON
C
PHASE II S71NG:2 /
VOL 99147, /IPRESSURE /
PG 0026 S G HIGH /
GAS UNE /
CURVE TABLE
CURVE DELTA RADIUS TANGENT LENGTH
CHORD
CI 18'020" 250.00' 41.44' 62.13'
NIOW52'E 81.76'
C2 1974'01" 250.00' 43.11' 85.38'
N1071'32'E 84.96'
C3 1910107' 250.00' 42.21' 83.84'
N64V5'05'W 83.25'
C4 181559" 250.W 40.19' 79.70'
NSY3a'01'W 79.37-
05 1185'40' 482.00' 48.23' 96.14'
N59WI9'E 95.98'
f / '/ REMOVE & REPLACE
r 150 SF OF EX ASPHALT
- EXISTING
DRIVEWAY
19+65.20 WAT-01
INSTALL•
1-6' X 8' TEE Q
1-8' VALVE
30 LF BY BORE
(SEE CITY
DETAIL 3090)
INSTALL:
S
1-6" X 8' TEE
1-8" VALVE
"J
CARTER ADDITION
VOL. 73053, PG 66
O
iHNG
/SWAY
1
NOTE:
CONTRACTOR
TO PROVIDE
TRAFHC CONTROL PLAN
WATER & SANITARY SEWER PLAN
CARTER ADDITION PHASE III
CITY OF COPPELL
DALLAS COUNTY, TEXAS -
DOWDEY, ANDERSON & ASSOCIATES, INC.
5225 Ylbge Creek Drive, Suite 200 Plano, Tetras 75093 972-931-0694
STATE REGISTRATION NUMBER: F-399
DESIGN DRAWN CHECKED I DATE I SCALE JOB SHEET
JBA JBA JCR 03/19/2012 V-40' 07111C 1
1
rLA it NU.: 6