HomeMy WebLinkAboutAdvertise Sewer Lining Project 2019 Specification 91641- plans1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR ORPERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERTU.S.A." TOLL FREE AT 1-800-227-2600 FORTY-EIGHT (48)HOURS PRIOR TO START OF CONSTRUCTION, FORLOCATION OF POWER, TELEPHONE, OIL AND NATURAL GASUNDERGROUND FACILITIES. CONTRACTOR OR PERMITEESHALL ALSO CONTACT THE APPROPRIATE AGENCY FORTHE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGEOR UNDERGROUND FACILITIES.2.THE CONTRACTOR MUST POSSESS A CLASS "A" OR C-34LICENSE AT THE TIME BIDS OPEN AND DURING THE ENTIRELENGTH OF THE CONTRACT.3.ALL PIPE LENGTHS IN THIS SET OF PLANS AREAPPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FORVERIFYING ALL PIPE LENGTHS AND DIAMETERS.4.THE CONTRACTOR MUST VERIFY ALL LATERAL LOCATIONS.5.ALL WORK REQUIRING TRENCHING MUST BE COMPLETEDPRIOR TO INSTALLATION OF LINER.6.TRENCH RESTORATION MUST BE IN ACCORDANCE WITHENG. STD. 6020/6030MH#ELEVSIZEELEV INSIZEELEVSIZEEXISTINGNEWDEAD OR UNUSED SEWER LATERAL, VERIFYCONDITION. ABANDON IN PLACE IF DEAD,UNUSED, OR CAPPED.IN SERVICE SEWER LATERAL. RECONNECT TOLINERHIGH DENSITY POLYETHYLENEVITRIFIED CLAYPOLYVYNIL CHLORIDEOUTINSEWER MANHOLE FLOW DIAGRAMSCHEMATIC. TROUGH VARIES WITHPIPE LAYOUT. ARROWS INDICATEFLOW DIRECTION.D/UISsan luis obispo county, californiaNo. C 63611M
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TTHEW A. HORNCIVILR EGISTER
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PROFESSIONAL ENGINEERSTATE OF CALI
FORNIA SEWER LINING PROJECT 2019APPROVED BYSPECIFICATION NO.DATESHEETMatthew A. Horn, City Engineer R.C.E. C63611 Approved DateJANUARY 201991641FILE NO./LOCATION2of1index to planssheet no.description12COVER SHEETALBERT DRIVEHPDEVCPVC(E)(N)PROJECTLOCATION
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SSMH L06-8RIM ELEV 357.68INV ELEV 351.63SSMH L06-7RIM ELEV 362.88INV ELEV 358.28SSMH K06-14RIM 376.09INV ELEV 369.09SSCO K06-13RIM ELEV 378.70INV ELEV 376.4010' WIDEEASEMENT(E) 130' - 6" VC SEWERINSTALL (N) LINERVCP
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C (E) 230' - 6" VC SEWERINSTALL (LINER)REMOVE AND REPLACE10' OF (E) PIPESSMH L06-22RIM ELEV 365.76INV ELEV 349.58CHAPLIN LNINV. IN ELEV. 349.58INV. IN ELEV. 351.63(E) 380' - 6" VC SEWERINSTALL (N) LINER(E) 380' - 6" VC SEWERINSTALL (N) LINERINV. INELEV. 349.58INV. OUTELEV. 349.58L06-22L08-8L06-7K06-14INV. INELEV. 369.09INV. OUTELEV.369.09INV. INELEV. 351.63INV. INELEV. 351.63INV. INELEV. 358.28INV. OUTELEV. 358.2810' WIDEEASEMENT(E) BASEBALLFIELDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS10' WIDEEASEMENT4' WIDEEASEMENT4' WIDEEASEMENTIS
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ISD/UD/UD/UISD/U1212121SEWER LINING PROJECT 2019
ALBERT DRIVE NCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONKH/LR1" = 30'HNMHMHJANUARY 2019916412APPROVED: [Mo Day, Yr]20SCALE IN FEET3060LEGEND1CLEAN AND REHABILATE (E) MH PERSECTION 77-3.03D(2) OF THE PROJECTSPECIAL PROVISIONS.INSTALL NEW POLYMER FRAME AND COVERPER SECTION 77-3.03D(3) OF THE PROJECTSPECIAL PROVISIONS2