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GENERAL NOTES (WATER MAIN INSTALLATION)
sANDARds_ FIND caoul4d suRFACE THE MARKER sHALL B
uI4DER THE
PUSTIC NOI~BIODEGRADABLE. METAL CORE OR BACKING MARKED WATER 2-INCH-WIDE
2 ALL WORK IN CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE CIN OF YELM. PRIOR MINIMUM, WHICH CNJ BE DETECTED BV A STANDARD METAL DETECTOR. TAPE SHALL BE
TO C~IY WORK COMMENCING, THE GENERAL CONTRMTOR SHALL ARRANGE FOR A TERRA TAPE "D" OR APPROVED EDUPL. IN PDDITION TO TRACER TPPE, INSTPLL I4
PRECONSTRUCTION MEETING l0 BE ATTEN OED BV ALL MAJOR CONTRACTORS. GAUGE HEAW DUrv DIRECT BURY COATED COPPER WIRE PAICE "UF" SINGLE
REPRESE NATIVES OF IN LV UTILITIES, AND THE Cltt pF ELM. CON PCT THE PUBLIC CONDUCTOR OR EO
UPL), WRPPPEU AROUND THE PIPE, BROUGHT UP ANU TIED OFF Ai
WGRKS DEPARTMENT Ai (360) 458-8410 TO SCHEDULE l8f MffTING. THE VALVE BODY ALL WI Rf CONNECTIONS SHALL USf WIRE NUTS AND A DBR SPLICE KI
CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PUWS Ai THE MEETING. MANUFACTURED BV 3-M OR APPROVER EQUAL. ALL LOCATOR WIRE FOR SE RNCE PIPE
SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MNN.
3. WATER MNNS SHALL MEET THE FOLLOWING SPECIFICATIONS:
e. PRDNDE TRPFFIC CONTROL PWJ(S) AS REQUIRED IN PCF.ORDANCE WITH MUTCD.
OE (PVC) PIPE (UNDER a INCHE ): PIPE MATERIAL SHALL BE
PVC~120, PVC 81220, OR PVC 2120. AND HAVE MINIMUM WAIL THICKNESS EQUAL 9. ALL WATER MAINS SHALL Bf STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING
TO OR LESS THAN THE STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THE OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK.
REQUIREMENTS OF WSDOT STPNDARD SPECIFICATIONS SECTION 9-30.1 (5)B.
1U. PLL SE RNCE LINE LOfATIONS SHALL BE MARKED ON THE FPCE OF THE CURB WRH PN
EMBOSSED W" ~ INCH INTO CONCRETE.
DE (PVC) PIPE (a TR ROUGH T2 INCHES): SH /a
GREATERMTHAN off fASDR OF UO0.CANDC MffT INHf RfOUI REMENTS OF WSDOT 11. CALL UNDERGROUND LOCATE Ai 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR
STANDARD SPECIFICATIONS SECTION 9-30.1 (5)A TO PNY EXCAVATIONS.
POLWINYL CHLORIDE PVC PIPE 1 THROUGH 20 INCHES : SHALL MEET THE 12. lHE CITY WILL BE GIVEN I2 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN.
( ) (4 )
SDRUIORF MEBNTS OF AWWA C9D5 WALL THICKNESS EQUAL TD OF LESS THAN THE EXPOSED BY CONTRACTOR UAND FITIINGSE VERCFIED N48 HOURS PRIORO 0 DISTRIBUTING
SHUT-DOWN NOTICES.
DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CUSS 50 OR
GREATER. AND SHALL BE I/Ifi-INCH CE MEM LIN EB AND SEPLED IN PLY~ORDANCE 13. Ai ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VPLVE IS NOT INSTALLED.
NSI/AWW Tda/A2T
S SECTIDN 9-3D.2E(1 ).HSIx-INCH FIRE HYDRANT SPOOLS
D SPECIFICATION CONNECTION. IF AN ExISI NG VPLV FAILS TO P<.SS THE TEST, THE CO
SHALL Bf CIASS 52. MAKE THE Nf CfSSARY PRONSONS TO TfSf THE NfW LINE PRIOR TO CONNECTION TO
lHE EXISTING SYSTEM OR INSTALL A NEW VALVE.
4. GATE VPLVES SHALL DE RESILIENT WEDGE, NRS (NON RISING STEM) WITH 0-RINGS
SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FIANCES. VALVES SHALL i9. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE
EMPLOYE ESA ONL US SERIES SDD. ExISTING VALVES TO BE OPERATED By CITY DW OF YWORKS SHOWN ONT THfSf RPLANS SHALL Bf COMPLETED TOETHf MSATESFACTIDON OFMS
THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PRONSION OF SANITPRV
E. HYDRANTS SHALL BE M & H RE LIPNT STYLE 929 OR 129. MUELLER CENTURION. OR SEWER SE RNCE.
CLOW MEDALLION. HYDRANTS SHALL BE RAGGEB UNTIL S'STEM IS PPPROVED.
D APPLICPeLE CJTY pEVELOPER SPECFICATIONS
6. ALL LIN fS SHALL BE CH LORINATfD AND TfSTfD IN CONFORMANCE WITH THE ABOVE AND DETAILS SHALL Bf ONSRf DURING CONSTRUCTION.
REFERENCED SPECIFICATION (NOTE 1).
16. PNV RENSIONS MADE TO THESE PWJS MUST DE RENEWED DY THE DEVELOPER 5
ENGINEER AND THE CRY OF YELM PRIOR TO ANV IMPLEMENTATION IN THE FIELD. THE
Pw4s L NDT BE RESaol4sleLE FoR ANY ERROrts AND/oR oMlsslol4s DN THESE
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rvo r".~~olrv
T~TTBRS]fi9001 P021'O1W2 ~
1~;~
TDRR9J-5889-401
RP~04-20-200fi 0
CALL TWO WORKING DAYS
®BEFORE YOU DIG
1-800-424-5555
UTILITIES UN~ERGROU ND LOCATION CENTER
PPPROVED FDR CONSiRI1CPON
BY: DATE:
DEVELOPMENT RENEW ENGINEER
weCr N,wle DRAwINc
JOHN'S MEADOWS WATER MAIN SYSTEM MAP az oP as
PLAT
o DETAILS AND NOTES C 1.4.7
.~~~.~w~ YELM, WASHINGTON
SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M.