HomeMy WebLinkAboutFoothill Pipe Burst - 91640 PlansReference Documents:City Standard Specifications - May 2018 EditionCity Engineering Standards - May 2018 Editionindex to planssheet no.descriptiongeneral notes:san luis obispo county, californiaFOOTHILL PIPE BURST12APPROVED BYSPECIFICATION NO.DATEofSHEETMatthew A. Horn, City Engineer R.C.E. C63611 Approved Date2MAY 2019916401FILE NO./LOCATIONMAY 21, 2019CIVILR EGISTER
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PROFESSIONAL ENGINEERSTATE OF CALI
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TTHEW A. HORNPROJECT LOCATIONCOVER SHEETPLAN AND PROFILE1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ORPERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OFNORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48)HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OFPOWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUNDFACILITIES. CONTRACTOR OR PERMITEE SHALL ALSO CONTACTTHE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V.,WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.2.THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C34"LICENSE AT THE TIME OF BID OPENING.3.TRENCH RESTORATION SHALL BE IN ACCORDANCE WITH ENG.STD. 6020/6030. FOOTHILL 10", CHORRO 10", & ROUGEOT 6"4.SEE SPECIAL PROVISIONS FOR INFORMATION REGARDINGEXISTING PAVEMENT MATERIALS.5.CONNECT ALL NEW SEWER LATERALS IN ACCORDANCE WITHENG. STD. 6810.6.EXISTING STRIPING, PAVEMENT MARKERS, AND PAVEMENTMARKINGS NOT SHOWN - REPLACE IN KIND.7.APPROXIMATE DEPTH AND LOCATION OF EXISTING UTILITIESARE SHOWN. FINAL INSTALLATION WILL BE DETERMINED BY THEELEVATIONS OF EXISTING PIPELINES.NEW SEWER MANHOLEEXIST. SEWER MANHOLEEXIST. STORMDRAIN MANHOLEEXIST. CLEANOUTNEW CLEANOUTEXIST. WATER VALVEEXIST. SEWER MAINNEW SEWER MAIN/LATERALEXIST. CMU WALLEXIST. WOOD FENCEEXIST. FIRE HYDRANTEXIST. LIGHT POLEABANDONED (ABAN)CAST IRON CICORRUGATED METAL PIPECMPCONCRETE MASONRY UNITCMUCLEANOUTCODEAD OR UNUSED LATERAL D/UEXISTING (E)SEWER LATERAL IN SERVICE ISNEW (N)POWER POLE PPPOLYVINYL CHLORIDE PVCSTORM DRAIN SDSTORM DRAIN MANHOLE SDMHSANITARY SEWER CLEANOUT SSCOSANITARY SEWER MANHOLE SSMHVITRIFIED CLAY PIPE VCPWATER METER WMRKnow what'sbelow.Callbefore you dig.N CO CO
WM WMCO
PPPPPPWMWM WMPP(ABAN) 1.5" CI WATER
(E) 6" VCP SEWER
(E) 2" GAS 3/4" GAS(E) 8" PVC SEWER(ABAN) 6" VCP SEWER(ABAN) 6" OIL LINE(ABAN) 2" GAS LINE(E) 6" GAS(E) 6" VCP SEWER(E) 36" RCP SD(E) 14" CI WATER3/4" GAS(E) 6" PVC SEWER(E) COMM LINE885
26B8062810' SANITARY SEWER EASEMENT32FOOTHILL BLVD
ROUGEOT PLACE
3/4" GAS(E) 4" PVC WATER 50'ROWREMOVE & REPLACEEXISTING SSMH J06-52PER ENG STD 6610(E) 6" IN 238.2(E) 8" OUT 238.1ABANDONEXISTING SSMH J06-43PER ENG STD 6050(E) 6" OUT 240.6REMOVE & REPLACEEXISTING SSMH J06-32PER ENG STD 6620(E) 6" IN 242.9(E) 6" IN 245.6(E) 6" IN 243.1(N) 8" OUT 242.8(E) 6" IN 243.1(E) 6" IN 240.8(N) 8" IN 238.2+1000+1100+1200+1300INSTALL NEW 8" HDPE SEWERLINETHROUGH EXISTING 6" VCPSEWERLINE BY PIPEBURSTINGSTA 10+00.00 TO 13+31.25(E) 36" RCP SDSTA 10+00.00REMOVE AND REPLACEDROP SSMH J06-32RIM ELEV. = 251.4'STA 11+76.19ABANDON (E) SSMH J06-43PER ENG. STD. 6050STA 13+31.25REMOVE AND REPLACESSMH J06-52RIM ELEV. = 241.9'CHORRO ST(E) 18" CMP SD
34'ISISD/U(E) 18" RCP SD30(E) CMU WALL(E) TREE PROTECTIN PLACE (TYP.) PER STD.SPEC. SECTION 77-1.03A(2)(E) FENCE(E) CMU WALLABANDON (E) 6" VCP SEWER
(E) GATE
(E) CMU WALLABANDON (E) SSMH J06-42PER ENG. STD. 605026INSTALL NEW 4" SEWERLATERAL PER ENG. STD. 68102.0%(E
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6
"
VCP
SEWER
(E) 6" VCP SEWER
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1
2
"
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WATER
(E) 24" CMP SD
(E) 12" PVC SD
(E) 8" PVC WATER
(E) 14" CI WATERABANDON (E) 6" SEWERMAIN AND LATERALSPER ENG. STD. 6050FF = 248±FF = 248±FS = 248.4INV = 242.6CHORRO STIS(E) 6" IN 240.7(E) 8" VCP SEWER3322 973862PROTECT (E) 4" PVCBACKWATER VALVECONTRACTOR MAY UTILIZE EASEMENTFOR PIPE BURSTING OPERATIONS64' NEW SEWERCONNECTIONPER ENG. STD. 6810COCOCOCONEW SEWERCONNECTIONPER ENG. STD. 6810CONTRACTOR MUST RESTORE FACILITIES TO THEIR EXISTING CONDITIONSTO THE SATISFACTION OF THE ENGINEER INSTALL TWO-WAYCLEANOUT BEHINDSIDEWALKNEW SEWER CONNECTIONPER ENG. STD. 6810D/U(E) 4" CAPPEDABANDONEXISTING SSMH J06-42PER ENG STD 6050(E) 6" CAPPED(E) 6" OUT(E) 6" IN 245.8 COISINSTALL (N) SEWERCLEANOUT (TYP.)TRENCH PER ENG. STD.6020/6030REPLACE SIDEWALK, CURB &GUTTER PER STD. SPEC. SECTION73-1.03A & ENG. STD. 4110ENTRY PIT LOCATION.SIZE TO BEDETERMINED IN THEFIELD BY THECONTRACTOR.2352402452502552602352402452502552609+509+7510+0010+2510+5010+7511+0011+2511+5011+7512+0012+2512+5012+7513+0013+2513+5013+7514+00STA. 11+76.19
ABANDON SSMH J06-43
STA. 13+31.25
REMOVE & REPLACE
SSMH J06-52
RIM ELEV = 241.9'INSTALL NEW 8" HDPE SEWER THROUGH EXIST. 6" VCP SEWER BY PIPEBURSTING, L=332' S=1.39%EXISTING 8" PVC SEWER, S=1.3%2" GAS6" OIL14" WATER6" GAS COMM
GAS
IS LATIS LAT
IS LAT
36" SD18" SD
APPROXIMATE GROUND SURFACEALONG SEWER ALIGNMENT6" PVC IN 243.1' (NW)6" VCP IN 242.9' (W)6" VCP DROP IN 245.6' (W)6" VCP IN 243.1' (E)8" HDPE OUT 242.8' (S)
8" HDPE IN 238.2' (N)
6" VCP IN 238.2' (W)
8" PVC OUT 238.1' (S)ABANDONED 2"GAS LINESTA. 10+00.00REMOVE & REPLACESSMH J06-32RIM ELEV = 251.4'
IS LAT ABANDONED 6"OIL LINE0SCALE IN FEET2040N
HN/BNRHORIZ: 1" = 20'VERT: 1" = 4'PLAN AND PROFILE2CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONFOOTHILL PIPE BURST
HNMBMHMAY 2019916402APPROVED: MAY 21, 20192CIVILR EGISTER
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PROFESSIONAL ENGINEERSTATE OF CALI
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ONG Q. NGUYEN