C1-3-7SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M.
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CIl'Y OF VELM
DEPT. OF PUBLIC NCIRKS CITY OF YELM
DEPT. OF PUBLIC WORKS ins= wusx~o suxru~,m m,xn CITY OF VELM
DEPT. OF PU90C NURKS CIl'Y aF YELM
DEPT. OF PUBLIC WORKS
wesoeo. nsv so neTO Tocnse. CIl'Y OF Y-.M
DEPT. OF PUBLIC P10RK5
TYPICAL 1"
SERVICE CONNECTICN TYPICAL DOUBLE
SERVICE CONNECTION TYPICAL
PIPE TRENCH TYPICAL SEWER MAIN
LINE GATE VALVE TYPICAL SEWER AUTDMATIC
AIR RELEASE VALVE
nmm "7-2 ~ 7-25 "7-3 nmm "7-21 nmm "7-12
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MIDDLE ROAD j
SP GM ORT~OUT
m RELEASE UALVf 33.38?Li62fi
PVC SSFM
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SSFM CLEANOUT x~
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¢ CONNECT TO EXISTING 2' ,
SSFM 5TA A9i95, 000 RT
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C SSFM VALVES (3)
SYSTEM MAP
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GENERAL NOTES (SANITARY SEWER MAIN INSTALLATION)
I. ALL WDRNMANSHIP AND MATERIALS SHALL BE IN MCORDPNCE WITH CITY OF VELM
2 ALL APPROVALS AND PERMITS REQUIRED BY iHf CITY OF VELM SHALL Bf OBTAINED BY
THE CONTRACTOR PRIOR TO THE STPRT OF CONSTRUCTION.
3. IF CONSTRUCTION IS TO TAKE PIPCE IN THE COUNTY RIGHT-OF-WAY, THE CONTRACTOR
4. A PRECONSTRUClION Mf fTING SHALL Bf HELD WITH lHf CITY OF VELM PRIOR TO lHf
STPRT OF CONSTRUCTION.
5. THE CITY OF VELM SHALL BE NOTIFIED A MINIMUM OF 5 8 HOURSS N PDVANCE EDF A
ATPTHE TAME OF THE 7ppExl N6 MAN A arty REPRE EN rVE HALL BE PR SENT
6. THE CONTRACTOR STALL BE FULLY RESPONSIBLE FOR THE LOCATION PND PROTECTION
OF ALL EXISTING RUTILITIES. THE CONTRACiORNSHALL VERIFY ALL UTILDV LOCATIONS
I. SIDE SEWER SERNCES SHALL BE PVC, PSTM D 303A SDR 35 WITH FLEXIBLE GASMETED
OR SOLVENT WELD JOINTS.
Bf PLASTIC NON-BIODEGRADABLE EMfiAL CORE ORSDACNING MARKED SEWERRWHICHHA
CAN BE DETECTED BV A SfANDPRD METAL DETECTOR. IN PDDITION, STEP SYSTEMS. AND
FORCE MAINS SHALL BE INSTPLLEO WITH Td GPUGE DIRECT-BURY RATED COPPER WIRE
WRPPPED AROUND ALL PUSTIC PIPE, BROUGHT UP AND TIED OFF Ai VPLVE BODY.
FURNISHED BYETHfRCONTRACTOR.U PPPROVEU EOUPL. THE TAPE AND WIRE SHALL BE
9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS
TRACER TPPE INSTALLED 12" PROVE THE BURIED POWER. THE MPRI(ER SHALL
10. BEDDING OF THE SEWER MPIN AND COMPACTION OF THE BACNFILL MATERIPL SHALL BE
REDUIRED IN ACCORDANCE WfIH THE PROVE MENTIONED SPECIFICATION (SEE NOTE I).
ET PATCHING SHALL BE
COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL
BE RESPONSIBLE FOR MPINTENANCE AS REQUIRED.
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12. EROSION CONTROL MEASURES SHALL BE TPNEN BV THE CDNTRMIOR DURING
13. PRONDE TRPFFIC CONTROL PWJ(S) IN ACLORDPNCE WITH THE MPNUAL ON UNIFORM
TRAFFIC CONTROL DENCES (MUTCD) PS REQUIRED.
15. PNV CHANGES TO THE DESIGN SHALL FIRST BE RENEWED AND APPROVED BV
THE CITY OF VELM.
ROSTATICALLY TESTEU IN E
ABOVE-REFERENCED SPECIFICATION FOR TESTING WATER MAINS (SEE NOTE T.) IN
ADDITION, ALL STEP MAINS SHALL BE PIGGED CLEANED IN THE PRESENCE OF THE
CITY INSPECTOR PRIOR TO PTCLi NG STEP MNN N SEFMCE. TOR
FORRCORRECiION FOF ANY DEFECIENCIfSPAND/OR HFAILURfS AS Dfif RMINED BYE
SUBSEOUEM TESTING AND INSPECTIONS. R SHALL BE THE COMRACTOR'S
t PUSPONSDIBiLIiDV i0 NOSFSHALL RE LDCAT Ep MONOCARAEE RWOLLROR REMOTE PUSST,
19. IN THE EVENT THAT THE DEPARTMENT OF TtiBOR AND INDUSTRIES OR THE CITY
SHOULD REDUIRE A SEPARATE DN-OFF" SWITCH CONTROLLING POWER TO THE PUMP
CONTROL PANELU SPID PSWITCHZ MUST BE LOCKABLE DR HAVE A LOOMING CDVER TO
zo. INSVECTIONS FoR oNSDE srEP INSrulnnoNS nRE BeomREO. A zn HouR NOTICE To
THE SEWER DEPARTMENT IS REQUIRED PRIOR i0 THE INSPECTION. ITEMS NEEDING
INSPECTION PRE:
A) TANK INSTALTATIDN, I ATIDN
E; DDIDN TEST L01;
C) S.S.rt PRESSURfo EST xFILTRATI
~) mai~msaECnotiESSURE TEST
2 POWER MEiERIPMUSTUUBE PRESSURE TREATEp EITHER PUMP CONTRDL PANEL OR
CALL TWO WORKING DAYS PPPROVEO FOR CONSiRUCPON
® BEFORE YOU DIG AI
BY: DATE:
DEVELOPMENT RENEW ENGINEER
1-800-424-5555
UTILITIES UNDERGROUND LOCATION CENTER
wecr N.wIE oRAwINc
JOHN'S MEADOWS SANITARY SEWER 2a of as
PLAT FORCE MAIN SYSTEM
x~~ MAP, DETAILS AND NOTES C 1.3.7
.~~~Mw~ VELM, WASHINGTON