Water & Sanitary Sewer PlanVOL.
D. R, g. C, r
~×. CO.CRETE
PAYEMENTJ
4
F
I
I
L
EX. RETAINING WA
},,
6" C.O.
' [ NSTALL
STALL TYPE 'K' Cu . ·
WACHOVIA
BANK
F.F. = 484.50
24' F/,~ELANE
~ 4CCESE
(BY PLA T~
VOL.
FL 6' -- 479.50]
INSTALL
6" C.O.
18" RCP
~'J JADJUST EX. F.H.
~ '~ J ELEV TO MATCH
s ~ J PROP. GRADE.
-EX. 8" S,S.~
EX. 8" S.S.---"' -
ouRT
"~
CONN. TO EX. S.S.M.H.
RIM = 482.30 ADJUST
RIM TO MATCH
PROP. G~DE
FL IX. 8~= 472.60
INSTALl-'
4-8"x45' VERTICAL
BENDS TO LOWER
EX. 8" WTR. UNDER
PROP, 18" RCP,
< >)
SANITARY :SEWER GENERAL NOTES
1. ALL WORK, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE CITY OF
COPPELL STANDARD SPECiFICATiONS.
2. THE HORIZONTAL AND VERTICAL LOCA~ONS OF EXISTING SUBSURFACE
UTILITIES HAVE BEEN DETERMINED FROM DATA RECORDED BY OTHERS.
CONTRACTOR SHALL VERIF'Y THAT NECESSARY CROSSING CLEARANCES
BET',¥EEN EXISTING AND PROPOSED UTILITIES EXIST PRIOR TO
CONSTRUCTION OF ANY SUCH CROSSING.
3. CONTRACTOR SHALL COORDINATE WITH THE OWNER, ENGINEER OR HIS
REPRESENTATIVE AND CITY REPRESENTATiVE REGARDING ANY DEVLATiONS
FROM THESE PLANS.
4-. CONTRACTOR SHALL MAJNTAJN ONE SET OF RECORD DRAWINGS (AS BUILT)
ON SITE WHICH WILL BE SUBMITTED TO THE ENGNEER UPON
COMPLETION OF THiS PROJECT.
5. IT WiLL BE THE RESPONSIB'.LITY OF THE CONTRACTOR TO PROTECT ALL
PUBLIC UTILITIES iN THE CONSTRUCTION OF THiS PROJECT; ALL
MANHOLES, CLEA~OUTS, VALVE BOXES, FiRE HYDRANTS, SEWER LATERALS,
WATER SERVICE, ETC.
6. THE CONTRACTOR SHALL SET UTILITIES TO PROPER LINE AND GRADE PRIOR
TO THE PLACING OF PERMANENT PAVEMENT.
7. SANITARY SEWER PIPE SHALL CONFORM TO CIFY SPECIFICATIONS AND
SHALL BE MANUFACTURED FROM ONE OF THE FOLLOWINO MATER~LS:
a. Poly'vinyl/Chlorlde (PVC) D;ameter
ASTM D 3054 SDR 55 4" - 15"
8. SANITARY SEWER PIPE MUST BE KEPT CLEAR OF BROKEN CONCRETE, DIRT
OR ANY OTHER DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS.
9. ALL SANITARY SEWER MAINS ARE TO HAVE 1-21' JOINT CENTERED ON
EITHER SIDE OF WATER MAINS WHERE CROSStNOS OCCUR.
10. CONTRACTOR SHALL TiE A 1" WIDE PIECE OF RED PLASTIC FLAOOING TO
THE END OF SEWER SERVICE AND SHALL LEAVE A MINIMUM OF .36" OF
FLAGGING EXPOSED AFTER BACKFILL. AFTER CURB AND PAVING IS
COMPLETEO, CONTRACTOR SHALL MARK THE LOCATION OF THE SEWER
SERVICE ON THE CURB IN ACCORDANCE WITH THE STANDARD CITY
SPECIFICATIONS.
11. THE CONTRACTOR SHALL FURNISH A MAINTENANCE BOND TO THE CITY TO
RUN 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE SYSTEM BY
THE CITY OF COPPELL.
12. ALL SANITARY S~ER LATERALS SHALL BE SIZED AND LOCATED AS
SHOWN.
13. ALL SANITARY SEWER LATERALS LOCATED OUTSIDE OF ESMTS SHALL BE
INSTALLED BY A PLUMBER.
14-. CONTRACTOR TO INCLUDE ALL REQD. BONDS, TAP FEES, CAME~ FEES IN PROPOSAL.
WATER LINE GENERAL NOTES
1. ALL WORK AND MATER[ALS, UNLESS OTHERWISE NOTED, SHALL
CONFORM TO THE STANDARD SPECIFiCATiONS FOR CiTY OF COPPELL.
2. ALTERNATE - ALL 6", 8", 10" AND 12" WATER MAINS SHALL BE
PVC AW'WA C900, DR 18, CLASS 150 WATER PIPE. FOR PVC SERVICE
TAPS 1" AND LARGER, TAPPING SADDLES SHALL BE USED.
...3. ALL WATER MAINS SHALL HAVE MINIMUM COVER AS FOLLOWS: 6", 8",
10", AND 12": 48'" BELOW FLNISHED PAVEMENT OR.ACE, OR 60"
BELOW EXISTING OR RNtSHED GRADE IN UNPAVED AREAS, OR AS
REQUIRED TO CLEAR OTHER UTILITIES.
4. ERE HYDRANTS TO BE CITY OF COPPELL APPROVED.
5. VALVES TO BE CRY OF COPPELL APPROVED.
6. THE WATER METER BOX SHALL BE FURNISHED AND iNSTALLED BY THE
CONTRACTOR AFTER THE PAVING CONTRACTOR HAS COMPLETED THE
FiNE GRADING BEHIND THE BACK OF THE CURB. EACH SERVICE
LOCATION WILL BE MARKED ON THE PAVEMENT OR CURB, WITH A BLUE
DOT BY THE UTIUTY CONTRACTOR AND 'TIED TO PROPER'PT CORNERS
ON THE "RECORD DRAWiNOS."
7. THE CONTRACTOR SHALL FURNISH A MAINTENANCE BOND TO THE CITY
TO RUN ONE (1) YEAR FROM THE DATE OF ACCEPTANCE OF THE
SYSTEM BY THE CITY.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING "RECORD
DRAWING" PLANS TO THE ENGINEER SHOWING THE LOCATION OF
WATER SERVICES AND VALVES.
9. RRE HYDRANTS SHALL BE PAJNTED AS PER CRY OF COPPELL
STANDARDS AND SPECIFICATIONS AND LOCATED IN A PROTECTED AREA
WITH 6' CURB OR BOLLARDS.
10. STEAMER NOZZLES ON FIRE HYDRANTS SHALL BE 18' ABOVE THE TOP
OF THE CURD ON FINISHED GRADE, AND SHALL FACE THE CENTER OF
THE RRE LANE OR STREET. FIRE t.-¢fDRANTS SHALL USUALLY BE
LOCATED FOUR (¢) FEET, BUT NOT LESS THAN TWO (2) FEET NOR
MORE THAN SlX (6) FEET, BEHIND THE CURB.
11. ALL WATER LJNES SHALL BE HYDROSTATICALLY TESTED PER CITY OF
COPPELL STANDARDS AND SPECIFiCATLONS.
12. ALL WATER LINES SHALL BE STERILIZED PF_J2 CRY OF COPPELL
STANDARDS AND SPECIFICATIONS.
13. ALL METER BOXES SHALL BE LOCATED iN NON-TRAFFIC AREAS AND
PROTECTED BY 6" CURB OR BOLLARDS.
14. THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SUBSURFACE
UTILITIES HAVE BEEN DETERMINED FROM RECORD DRAWINOS. THE
CONTRACTOR SHALL VERIFY TI{AT NECESSARY CLEARANCES BETWEEN
EXISTING AND PROPOSED UTILITIES EXIST PRIOR TO THE
CONSTRUCTION OF ANY SUCH CROSSING.
15. UTILITY TRENCHES SHALL BE BACKFILLED WITH MATER[AL PER CITY
OF COPPELL SPECIFICATIONS.
16. ANCHOR FFI'q'iNGS SHALL BE USED TO ATTACH FIRE HYDRANTS.
17. ALL WATER SERVICES OUTSIOE OF EASEMENTS SHALL BE INSTALLED
BY A PLUMBER.
18. ALL WATER SERVICES ARE TYPE "K" COPPER.
19. CONTRACTOR TO INCLUDE ALL CITY WATER AND S~¥ER FEES IN BID, AS
WELL AS PAY CITY IMPACT FEES FOR WATER & S.S.
20. THRUST BLOCKING AT ALL BENDS, TEES & PLUOS SHALL BE INSTALLED
PER CITY REQUIREMENTS.
N
0 10' 20' 40'
1 "=20'
LEGEND
EXIST. S.S.
PROP. S.S.
EXIST. ¢¢TR.
PROP. Wq'R.
PROP. STM. SWR.
EXIST. STPl. SE~,N'ER
EXIST. STM. SE'.HER
TO BE ABANDONED
WATER M ~i-ER
GATE VALVE
PROP. S.S.M.H.
EXIST. FIRE HYDRANT
EXIST. OVER HEAD ELECTRLC
W.E.. WATER EASEMEhiT
NOTE: ALL Dff,~ENSLONS ARE TO FACE
OF CURB UNLESS OTHERWISE NOTED
¥
<5-.
OHE.
THE SEAL APPEA/~/N¢ ON TH/S
DOCUMENT WAS AUTHOR/ZED BY
BRYAN M, ~U~, P.E. $0850
ON
WATER & SANITARY SEWER PLAN
WACHOVIA BANK
N.W.Co DENTON TAP ROAD & FITNESS COURT
THE CITY OF COPPELL, TEXAS
LAWRENCE A. CATES & ASSOC., LLP
14800 QUORUM DR., SUrTE 200
SCALE NOTES
3/05 1"= 20' B,P.
DESIGN DRAWN DATE
BMB
CAD
CONSULTING ENGINEERS
D AJJ..AS TEXAS
FILE NO.
25008
WATSEW
C-11