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HomeMy WebLinkAboutItem 07 - COUNCIL READING FILE_a_Project PlansSheets 4-61.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT"UNDERGROUND SERVICE ALERT U.S.A." TOLL FREE AT 1-800-227-2600 FORTY-EIGHT (48)HOURS PRIOR TO START OF CONSTRUCTION, FOR LOCATION OF POWER, TELEPHONE, OILAND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITEE SHALL ALSOCONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER,DRAINAGE OR UNDERGROUND FACILITIES.2.THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C-34" LICENSE AT THE TIME OF BIDOPENING.3.CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL CROSSINGS PRIOR TO LAYINGPIPE SO THAT PIPE ALIGNMENT AND GRADE CAN BE ADJUSTED AS NEEDED.4.CONTRACTOR SHALL VERIFY DEPTH, LOCATION, SIZE AND MATERIAL OF PIPE AT ALLTIE-INS. WATERLINE ALIGNMENT AND GRADE SHALL BE ADJUSTED AS NEEDED BASED ONTHE FINDINGS. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY PIPE, FITTINGSADAPTERS, THRUST BLOCKS AS NEEDED TO ACCOMPLISH THE TIE-IN.5.CONTRACTOR SHALL PROVIDE TEMPORARY BLOW-OFFS, CONNECTIONS, VALVES, ETC. ASNEEDED TO FACILITATE TESTING, DISINFECTING AND FLUSHING OF NEW PIPELINE.6.CONTRACTOR SHALL ASSUME ALL EXISTING WATER VALVES ARE UNRESTRAINED.7.TIE OUT CENTERLINE MONUMENTS BEFORE WORK AND REPLACE IF DISTURBED INACCORDANCE WITH THE LAND SURVEYORS ACT, AND SECTION 5-1.36E, REPLACEMONUMENT AND WELL PER ENG. STD. 9040.8.THE CONTRACTOR MUST REPLACE ALL PAVEMENT STRIPES, MARKINGS, AND MARKERSDISTURBED DURING CONSTRUCTION. ALL STRIPING IS PER STATE STANDARD PLANS ANDPER PER ENGINEERING STANDARD SPECIFICATION 84-1.01A.9.THERE SHALL BE NO FITTINGS ON ANY OF THE SERVICE LINES REGARDLESS OF PIPEMATERIAL BETWEEN THE MAIN AND THE WATER METERS UNLESS SHOWN ON ENG. STD.6210.10.THE CONTRACTOR MUST PROVIDE SHORING AS NECESSARY TO PREVENT MOVEMENT OFTHE EXISTING WATERLINE. ANY MATERIAL THAT FALLS INTO THE TRENCH FROM THESURROUNDING AREA SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.11.SHORING IS REQUIRED WHEN NEW WATER MAIN IS INSTALLED WITHIN 5 FEET OF (E)TRANSITE WATER MAIN.12.ALL MECHANICAL JOINT FITTINGS AND CONNECTION COUPLINGS MUST HAVE RESTRAINTS13.PIPE INSTALLATION AND CROSSINGS MUST BE PER ENG. STD. 6110, 6140A AND 4140B.CENTER NEW PIPE OVER CROSSING.14.PIPE MUST BE INSTALLED IN COMPLIANCE WITH ENG. STD. 6020. PIPE INSTALLED WITH LESSTHAN 3 FEET OF COVER MUST BE INSTALLED WITH SLURRY TRENCH BACKFILL INCOMPLIANCE WITH ENG. STD. 6020.15.SEWER MAIN WITH LESS THAN 1% SLOPE MUST BE INSTALLED WITH 3/4" CRUSHED ROCK ASBEDDING AND INITIAL BACKFILL. SEE ENG. STD. 6020, NOTE 10 FOR ADDITIONALREQUIREMENTS.16.CONNECT EXISTING VCP SEWER MAIN TO NEW MANHOLE WITH PVC STUB AND RC STRONGBACK COUPLINGS17.CONNECT EXISTING HDPE SEWER MAIN TO NEW MANHOLE WITH HDPE STUB AND FUSEDCOUPLINGS OR BUTT FUSION.18.CONNECT EXISTING PVC SEWER MAIN TO NEW MANHOLE WITH PVC STUB AND PVCCOUPLINGS.19.ALL PIPE LENGTHS ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYINGALL PIPE LENGTHS.20.APPROXIMATE LOCATION OF LATERALS ARE SHOWN ON PLANS. LOCATING LATERALS ISTHE RESPONSIBILITY OF THE CONTRACTOR AND ANY DAMAGE TO A LATERAL MUST BEREPAIRED IMMEDIATELY AND AT NO COST TO THE CITY.NReference Documents:City Standard Specifications - 2020 EditionCity Engineering Standards - 2020 Editionindex to planssheet no.descriptionsan luis obispo county, californiaSTATE OF CALI FOR N IA R EGISTER E D PROFESSIONAL ENGINEERCIVILM A TTHEW A. HORNNo. C 63611APPROVED BYSPECIFICATION NO.DATESHEETMatthew A. Horn, City Engineer R.C.E. C63611 Approved Date1000066FILE NO./LOCATION12345678COVER SHEETBEEBEE STREETBEEBEE STREETCUESTA DRIVECUESTA DRIVECUESTA DRIVELOOMIS STREETCONNECTION DETAILS8of1BEEBEE/CUESTA/LOOMISWATERLINE REPLACEMENTNOVEMBER 2020Sheet 7Sheet 2 & 3DEAD OR UNUSED SEWER LATERAL, VERIFY CONDITION. ABANDON INPLACE IF DEAD, UNUSED, OR CAPPED.CONNECT SEWER LATERALS PER ENG. STD. 6810.(E) STORM DRAIN(E) SEWER(E) WATER(E) GASDUDUSSSSSDSDSSSSWWGG(E) OIL(E) TELEPHONE(E) FIBER OPTICABANDONED SEWERABANDONED WATEROOTTFOFOASASAWAW213##(E) WATER METER BOX TO BE REPLACED. REPLACE CUSTOMER VALVE, WATERMETER (SIZE AS SHOWN), CITY VALVE AND ALL FITTINGS PER ENG. STD. 6210.INSTALL CAP OR PLUGINSTALL THRUST BLOCK - SIZE AS NEEDEDINSTALL WATER VALVE PER ENG. STD. #6340(E) SURVEY MONUMENT - REPLACE IF DAMAGED OR DESTROYED. SEEGENERAL NOTE 7.(E) SURVEY MONUMENT - PROTECT IN PLACEDETAIL NUMBERSHEET NUMBER(E) METER BOX TO REMAINCONNECT (E) WATER SERVICE TO NEWMAIN PER ENG. STD. #6220, TYPE 1.REPLACE (E) WATER SERVICE AND CONNECTTO NEW MAIN PER ENG. STD. #6210.REPLACE (E) WATER SERVICES AND ALLFITTINGS PER ENG. STD. #6260.SIZE & INVSIZEELEV OUTSEWER MANHOLE FLOW DIAGRAMSCHEMATIC. TROUGH VARIES WITH PIPELAYOUT. ARROWS INDICATE FLOW DIRECTION.INSTALL (N) FIRE HYDRANT ASSEMBLY PER ENG. STD. #6310. FIRESERVICE SEPARATION PER DETAIL 12, SHEET 8. STOP STOPASASASASASASASASSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDWWWWWWWWWWAWAWAWAWAWAWAWAWAWAWGGGGGGGGGGGWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWAWAWAWAWAWAWAWDUDUDUDUSSSSSSSSFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWTTTTTTTTTTTTTTTTTTTAWAWWWWWWWWWWWWGGGGGGGGGGGGWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDUDUDUDUSSSSDUDUWWWWWWWWWGGGGGGGGGGGGGGGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWGGGGGGGGGG(E) 36" PVC SEWER18" PVC STORM(E) 33" RCP STORM (1965)(E) 6" GAS(E) 12" VCP SEWER(E) 10" GAS(E) 10" GAS(E) 2" GAS(E) 21" RCP STORM (1965)(E) 36" PVC SEWER(E) 8" VCP SEWER(E) 6" GAS(E) 21" RCP STORM (1965)(E) 10" PVC WATER(E) 12" DI WATER(E) 36" PVC SEWER(E) 2" GASABANDON (E) 12" DI WATERABANDONED 12" SEWER(E) 12" PVC SEWER(E) 8" PVC WATERABANDONED 4" CI WATER(E) 3" GAS(E) 12"x18" CMP(E) 18" RCP(E) 6" VCP SEWER(E) 18" R C P (E) 12" RCP(E) 8" VCP SEWER(E) 12" DI WATERABANDON (E) 10" CI WATERABANDON (E) 10" CI WATER182840'10'10'(N) 12" PVC WATER(N) 12" PVC WATERBEEBEE STSOUTH ST205193216621742192198217921592138212021262134211521252131213721395'4'5'6' 40' 10'10'5'4'5'6'WWREMOVE (E) FIRE HYDRANT PERENG. STD. 6050 AND REPLACEAT BACK OF WALK PER CITYENG. STD. 6310 (6" DIA.)ABANDON (E) WATERLINEPER ENG. STD. 60501(N) 1" SERVICE (E) 3/4" COPPER2 (N) 2" SERVICE (E) 1" COPPER3(N) 2" SERVICE(E) 1" COPPER3 (N) 2" SERVICE (E) 1" COPPER 3(N) 2" SERVICE (E) 1" COPPER 31" 1" 5/8 1" 5/85/8 3/4 1"BRANCH ST(N) FIRE HYDRANT PER CITYENG. STD. 6310 (6" DIA.)(E) TELEABANDON (E)WATERLINE PERENG. STD. 6050(E) TELEPHONE(E) 2" GAS+1000+1100+1200+1300+1400+15(N) 2" SERVICE (E) 1" COPPER 33/4 5/8 (E) 1" COPPER 5/8 5/8 5/8RIM 166.71INV 156.70RIM 168.61INV 157.21RIM 166.20INV 158.92WATERLINECONNECTIONPER DETAIL 1,SHEET 8(N)1,000 LF 12" C900 PVC WATER(CLASS 305 DR-14)WATERLINE CONNECTIONPER DETAIL 2, SHEET 8(E) 3" GAS(E) 33" RCP(E) 12" RCP(E) GRADE3' MIN.(N) 1,000 LF 12" C900 PVC WATER(CLASS 305 DR-14)(E) 4" TELE(E) 18" RCP(E) 2" GAS(E) 10" GAS(E) TELEDUCT BANK1.0'MIN.1.0'MIN.6"6"FULLY RESTRAINED PIPEDOUBLE POLYETHYLENE WRAP ALL JOINTS AND FITTINGSSTATION 11+90 TO 13+10NO JOINTS WITHIN 8' OFSTORM DRAIN CROSSING.BACKFILL WITH 1 SACKSLURRY AT CROSSINGNO JOINTS WITHIN 8' OFSTORM DRAIN CROSSING.BACKFILL WITH 1 SACKSLURRY AT CROSSING.DOUBLE POLYETHYLENE WRAPALL JOINTS AND FITTINGSSTATION 14+25 TO 14+65(N) 45°MJXMJFULLY RESTRAINED WATERLINESTATION 9+77 TO 10+376"9+509+7510+0010+2510+5010+7511+0011+2511+5011+7512+0012+2512+5012+7513+0013+2513+5013+7514+0014+2514+5014+7515+001501551601651701751801501551601651701751800SCALE IN FEET2040NBEEBEE STREET2CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNBEEBEE/CUESTA/LOOMIS WATERLINE REPLACEMENT HNMHMHDECEMBER 202010000668APPROVED: [Mo Day, Yr]MATCHLINE - STA. 15+00.00: SEE SHEET 3 MATCHLINE - STA. 15+00.00: SEE SHEET 3 HORIZ 1" = 20'VERT 1" = 4' STOPSTOPGGGASASASASASASGGGGGGGGGGGGGSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWSDSDSDSDSDSDSDSDSDSDWWWWWWWWWWWWWAWAWAWAWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG(E) 30" PVC SEWER18" RCP (E) 36" PVC SEWER(E) 8" VCP SEWER(E) 3" GAS(E) 21" RCP STORM (1965)(E) 36" PVC SEWER(E) 3" GAS(E) 18" RCP STORM (1925)(E) 8" CI WATER(E) 6" VCP SEWER( E ) 1 2 " RC P (E) 8" VCP SEWER(E) 8" VCP SEWER(E) 6" PVC SEWER(E) 42" RCP (1979)(E) 8" CI WATERABANDON (E) 10" CI WATER(E) 12" RCP(E) 12" RCP (E) 24" RCP(E) 3" GASABANDONED (E) 8" VCP SEWERABANDON (E) 10" CI WATERABANDON (E) 10" CI WATER384840'(N) 12" PVC WATER(N) 12" PVC WATERBEEBEE STSANDERCOCK ST2110205201620262044209220520917417520192029204120912103210525610'10'5'4'5'6' 40' 10'5'7'9'9'ABANDON (E)WATERLINE PERENG. STD. 6050(N) 1" SERVICE(E) 3/4" PE2 (N) 1" SERVICE (E) 3/4" PE2 (N) 1" SERVICE (E) 3/4" COPPER2 (N) 1" SERVICE (E) 3/4" COPPER2 (N) 1" SERVICE(E) 1" COPPER 2(N) 2" SERVICE(E) 1" COPPER 3(N) 1" SERVICE(E) 1" COPPER 2(N) 1" SERVICE(E) 3/4" COPPER 2(N) 2" SERVICE (E) 1.5" COPPER 2(N) 1" SERVICE (E) 1" COPPER 23/4 1.5 5/8 3/4 5/8 3/45/8 HIGH ST(E) 6" VCP SEWERBUCHON ST+00+1600+1700+1800+1900(E) 24" RCP(N) 1" SERVICE (E) 3/4" COPPER 258(N) 12" DIP WATER(E) 3" GAS(E) 6" CI WATER5/85/8 5/8 5/8 (N) 1" SERVICE (E) 3/4" COPPER 25/85/8+2000+2100RIM 166.23INV 157.80ABANDON (E)WATERLINE PERENG. STD. 6050WATERLINECONNECTION PERDETAIL 4, SHEET 8(E) 6" GAS(E) 6" PVC SEWER(N)1,000 LF 12" C900 PVC WATER(CLASS 305 DR-14)(E) 12" RCP3' MIN.WATERLINE CONNECTIONPER DETAIL 3, SHEET 8(E) GRADE6"1.0'MIN.1.0'MIN.(N) 45°MJXMJ(N) 45°MJXMJFULLY RESTRAINED PIPEDOUBLE POLYETHYLENE WRAP ALL JOINTS AND FITTINGSSTATION 15+50 TO 16+75FULLY RESTRAINED PIPEDOUBLE POLYETHYLENE WRAP ALL JOINTS AND FITTINGSSTATION 19+00 TO 19+70NO JOINTS WITHIN 8' OFSTORM DRAIN CROSSING.BACKFILL WITH 1 SACKSLURRY AT CROSSING(N) 45°MJXMJ(N)1,000 LF 12" C900 PVC WATER(CLASS 305 DR-14)16016517017516016517017515+0015+2515+5015+7516+0016+2516+5016+7517+0017+2517+5017+7518+0018+2518+5018+7519+0019+2519+5019+7520+0020+2516016517017516016517017519+5019+7520+0020+2520+5020+7521+0021+2521+50WATERLINECONNECTION PERDETAIL 4, SHEET 8WATERLINECONNECTION PERDETAIL 4, SHEET 8WATERLINECONNECTION PERDETAIL 5, SHEET 86" MIN.6"30" MIN.(E) 10" CI WATER6"(E) 8" CI WATER(E) 18" RCP12" RCP(E) 8" VCP SEWER(E) 3" GAS(N) 12 LF 10" DIP WATER(CLASS 350)(N) 45°MJXMJ(N) 45°MJXMJFULLY RESTRAINED PIPEDOUBLE POLYETHYLENE WRAP ALL JOINTS AND FITTINGS(E) GRADE(N) 7 LF 8" DIPWATER(CLASS 350)(N) 115 LF 12" DIP WATER(CLASS 350)NO JOINTS WITHIN 8' OFSEWER CROSSING(E) 30" PVC SEWER0SCALE IN FEET2040BEEBEE STREET3CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNBEEBEE/CUESTA/LOOMIS WATERLINE REPLACEMENT HNMHMHDECEMBER 202010000668APPROVED: [Mo Day, Yr]MATCHLINE - STA. 15+00.00: SEE SHEET 2 MATCHLINE - STA. 15+00.00: SEE SHEET 2 HORIZ 1" = 20'VERT 1" = 4'NHIGH STREET STOPSTOPSTOPSTOP STOP SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGGGGGGGGGGGGGGGGGGGOOOOOOOOOOOOOOOOOOOSDSDSDSDSDSDSDSDSDSDSDWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWAWAWAWAWAWAWAWWWWWWWWWWWWWWWWWSSSSSSSSGGGGGGGGGGWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDUDUSSSSSSSSSSSSSSGGGGGGGGGGWWWG(E) 12" PVC SEWER(E) 10 PVC SEWERABANDONED 6" OIL(E) 12" CI WATER(E) 12" CI WATER(E) 10" VCP SEWER(E) 10" VCP SEWER(E) 6" GAS(E) 8" PVC SEWER(E) 2" GAS(E) 8" PVC WATER(E) 6" VCP SEWERABANDONED (E) 6" CI WATER(E) 5'X18' DOUBLE RECTANGULAR CHANNEL (E) 3" GASABANDON (E) 6" VCP SEWER6878+3000+3100+3200+3300+3400+3500CUESTA DRFOOTHILL BLVDROMAULDO AVEABANDON (E) 6" AC WATER(N) 12" PVC WATERABANDON (E) 6" AC WATER(N) 12" PVC WATER5'10'5'5.5'8.5' 34' 5'10'5'5.5'34'+70484241401521681881111231411531955102612288.5'WREMOVE (E) FIRE HYDRANT PERENG. STD. 6050 AND REPLACE PERCITY ENG. STD. 6310 (6" DIA.)ABANDON (E) WATERLINEPER ENG. STD. 6050(N) 2" SERVICE(E) 1" COPPER3(N) 1" SERVICE (E) 3/4" COPPER2 (N) 1" SERVICE (E) 3/4" COPPER2 (N) 1" SERVICE(E) 1" PE 2(N) 1" SERVICE(E) 3/4" COPPER 2(N) 2" SERVICE (E) 1" COPPER 35/8 5/8 5/8 5/8 5/8 5/8 5/8 5/8 1"5/8 ABANDON (E) SEWER LINE PER ENG.STD. 6050. CONNECT ALL ACTIVELATERALS TO NEW SEWER LINESTA 30+22.03(N) SSMH I06-23RIM = 248.95'STA 34+71.08(N) SSMH I06-10RIM = 249.59'(N) 445' - 10" HDPE SEWERREMOVE AND REPLACESSMH I06-23PER ENG. STD. 661012" OUT 240.658" IN 240.8510" IN 240.75REMOVE AND REPLACESSMH I06-10PER ENG. STD. 66106" IN 242.558" IN 242.5510" OUT 242.455/8 (N) 2" SERVICE (E) 1" COPPER3 (N) 1" SERVICE (E) 3/4" PE 2(E) 2" GASWATERLINE CONNECTIONPER DETAIL 6, SHEET 8WATERLINE CONNECTIONPER DETAIL 7, SHEET 83' MIN.(E) 5'X18' DOUBLERECTANGULARCHANNELSTA. 30+22.03(N) SSMH I06-23RIM = 248.95'10" IN 240.75' (W)10" IN 240.85' (N)12" OUT 240.65' (E)STA. 51+78.67(N) SSMH I06-10RIM = 249.59'8" IN 242.55' (N)6" IN 242.55' (E)10" OUT 242.45' (S)(E) 3" GAS(E) GRADEABND 6"OIL3' MIN.FULLY RESTRAINED WATERLINESTATION 30+08 TO 30+68FULLY RESTRAINED WATERLINESTATION 34+60 TO 35+00DOUBLE POLYETHYLENE WRAP ALL WATERLINE JOINTSSTATION 32+05 TO 32+75(N) 205' - 10" HDPE SEWER, S = 0.36%BY OPEN TRENCHING & REMOVE (E) 8" VCP SEWER(N) 205' - 10" HDPE SEWER, S = 0.36%BY OPEN TRENCHING & REMOVE (E) 8" VCP SEWER(N)1,250 LF 12" C900 PVC WATER(CLASS 305 DR-14)1.0' MIN.(N) 220 LF 12" C900 PVC WATER (CLASS 305 DR-14)BY OPEN TRENCHING(N) 20'-12" C900WATER BY HDD(N) 20'-12" HDPE(CLASS 305 DR-14)SEWER BY PIPEREAMING (E) 8"VCP SEWERSTA. 32+28.70 INV: 241.59 (N) 1250 LF 12" C900 PVC WATER (CLASS 305 DR-14)BY OPEN TRENCHINGSTA. 32+48.70 INV: 241.6630+0030+2530+5030+7531+0031+2531+5031+7532+0032+2532+5032+7533+0033+2533+5033+7534+0034+2534+5034+7535+0035+2535+502352402452502552602652352402452502552602650SCALE IN FEET2040CUESTA DRIVE4HORIZ1" = 20'VERT 1" = 5'CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNBEEBEE/CUESTA/LOOMIS WATERLINE REPLACEMENT HNMHMHNOVEMBER 202010000668APPROVED: [Mo Day, Yr]MATCHLINE - STA. 35+50.00: SEE SHEET 5 MATCHLINE - STA. 35+50.00: SEE SHEET 5N STOPSTOPSTOPSSSSSSSSSDSDSDSDSDSDSDSDSDWWWWWWWWWWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSAWAWWWGGGGGGGGG GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWGGGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGGGGGGGGGGGGGGWWWW(E) 8" PVC SEWER(E) 2" GAS(E) 8" PVC SEWER(E) 2" GASABANDONED (E) 4" CI WATER(E) 2" GAS(E) 6" VCP SEWER(E) 8" PVC WATERABANDONED (E) 4" CI WATER(E) 8" PVC WATER(E) 24" RCP SD88+3600+3700+3800+3900+4000+41FELTON WAYCUESTA DRABANDON (E) 6" AC WATER(N) 12" PVC WATERABANDON (E) 6" AC WATER(N) 12" PVC WATER5'10'8.5'34'10.7' 5'8.5'5.8'14.7'28830232433849132133750527425823622826134'ABANDON (E) WATERLINEPER ENG. STD. 6050(E) 2" COPPER1 (N) 1" SERVICE (E) 3/4" COPPER2 (N) 1" SERVICE (E) 3/4" COPPER2 (N) 2" SERVICE(E) 1" COPPER 32" 5/8 5/8 3/4 5/85/8 3/4 3/4 5/8 5/8 5/85/8 45° MJxMJFITTINGS(N) 2" SERVICE(E) 1" COPPER 3(N) 2" SERVICE (E) 1" COPPER 3(N) 2" SERVICE (E) 1" COPPER 3(N) 1" SERVICE (E) 3/4" COPPER 2(N)1,500 LF 12" C900 PVC WATER(CLASS 305 DR-14)WATERLINE CONNECTIONPER DETAIL 8, SHEET 83' MIN.(E) 6" VCP SEWER(E) GRADEFULLY RESTRAINED WATERLINESTATION 40+25 TO 41+001.0'MIN.35+5035+7536+0036+2536+5036+7537+0037+2537+5037+7538+0038+2538+5038+7539+0039+2539+5039+7540+0040+2540+5040+7541+002402452502552602652702402452502552602652700SCALE IN FEET2040CUESTA DRIVE5HORIZ1" = 20'VERT 1" = 5'CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNBEEBEE/CUESTA/LOOMIS WATERLINE REPLACEMENT HNMHMHNOVEMBER 202010000668APPROVED: [Mo Day, Yr]MATCHLINE - STA. 41+00.00: SEE SHEET 6 MATCHLINE - STA. 41+00.00: SEE SHEET 6 MATCHLINE - STA. 35+50.00: SEE SHEET 5 MATCHLINE - STA. 35+50.00: SEE SHEET 5 N STOP STOPSTOPSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDWWWWWWWWWWWWWWWWWWWWWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWGGGGGGGGGWWWWWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDUSSSSSSSSSSSSGGGGGGGGGGGGGGGGGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO(E) 2" GAS(E) 8" PVC SEWER(E) 24" RCP SD(E) 8" PVC SEWER(E) 18" HDPE SD(E) 18" HDPE SD(E) 6" VCP SEWER(E) 2" GAS(E) 8" AC WATER(E) 8" AC WATER(E) 6" VCP SEWER(E) 2" GAS98+00+4200+4300+4400+4489CUESTA DRHIGHLAND DR(E) 12" PVC WATERABANDON (E) 6" AC WATER(E) 12" PVC WATERABANDON (E) 6" AC WATER34'10' 34' 7'49241843250642343545544744849151851050512' 12' 6'6' 9'6'ABANDON (E) WATERLINEPER ENG. STD. 6050(N) 1" SERVICE(E) 3/4" COPPER2(N) 1" SERVICE(E) 3/4" COPPER2(N) 1" SERVICE(E) 3/4" COPPER2 (N) 1" SERVICE (E) 1" COPPER2 (N) 1" SERVICE(E) 3/4" COPPER 2(N) 1" SERVICE(E) 3/4" COPPER 2(N) 1" SERVICE (E) 3/4" COPPER 25/8 5/8 5/8 5/8 5/8 5/85/8 (N) FIRE HYDRANT PER CITYENG. STD. 6310 (6" DIA.)WATERLINECONNECTION PERDETAIL 9, SHEET 8(N)1,500 LF 12" C900 PVC WATER(CLASS 305 DR-14)3' MIN.(E) 6" VCP SEWER(E) 18" HDPE SD(E) GRADE(E) 2" GAS1.0'MIN.6"1.0'MIN.FULLY RESTRAINED WATERLINESTATION 40+35 TO 40+9525025526026527027528025025526026527027528041+0041+2541+5041+7542+0042+2542+5042+7543+0043+2543+5043+7544+0044+2544+5044+7545+0045+2545+500SCALE IN FEET2040CUESTA DRIVE6CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNBEEBEE/CUESTA/LOOMIS WATERLINE REPLACEMENT HNMHMHNOVEMBER 202010000668APPROVED: [Mo Day, Yr]MATCHLINE - STA. 41+00.00: SEE SHEET 5 MATCHLINE - STA. 41+00.00: SEE SHEET 5 HORIZ1" = 20'VERT 1" = 4'N 3153203253303353403153203253303353409+9010+0010+2510+5010+7511+0011+2511+50(N) 144 LF 8" C900 PVC WATER(CLASS 305 DR-14)(E) 18" RCP(E) DUCT BANKWATERLINECONNECTION PERDETAIL 10, SHEET 8WATERLINE CONNECTIONPER DETAIL 11, SHEET 8(E) GRADE1.0'MIN.(E) DUCT BANK6"MIN.6"MIN.3' MIN.(N) 45°MJXMJ(E) 8" VCP SEWER(N) 11.25°MJXMJNO JOINTS WITHIN 8' OFSTORM DRAIN CROSSING.BACKFILL WITH 1 SACKSLURRY AT CROSSINGFULLY RESTRAINED PIPE3' MIN.DOUBLE POLYETHYLENE WRAP ALL JOINTS AND FITTINGSSTATION 10+50 TO 10+90STOP GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSDSDSDSDSDSDSDSDSDSDWWWWWWWWWWWWWWWWWWWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOUPUPWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWWWGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOSSSSSSSSABANDONED 14" STEEL WATER(E) 6" VCP SEWER(E) 2" GAS(E) 18" RCP(E) 6" VCP SEWER(E) 6" VCP SEWER(E) 24" HDPE(E) DUCT BANK(E) GUARDRAIL(N) 8" PVC WATER SANTA YNEZ AVENUELOOMIS STREET+10 00 +1050+1100(N) 8" PVC WATER(E) DUCT BANKABANDONED 14" CI WATER(E) 16" PVC WATER(E) 16" PVC WATEREDGE OF PAVEMENT5'±10811845° MJxMJFITTINGS(E) 8" PVC WATERREMOVE (E)VALVES3/4 (E) 1" COPPER1REMOVE (E) 4" PVC WATER AND INSTALL (N) 8" PVC WATERRESTORE (E) SIDEWALK, CURB &GUTTER PER ENG. STD. 4110 & 40300SCALE IN FEET1020LOOMIS STREET7CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNBEEBEE/CUESTA/LOOMIS WATERLINE REPLACEMENT HNMHMHNOVEMBER 202010000668APPROVED: [Mo Day, Yr]HORIZ 1" = 10'VERT 1" = 2'N WATERLINE CONNECTION DETAILS8CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNBEEBEE/CUESTA/LOOMIS WATERLINE REPLACEMENT HNMHMHNOVEMBER 202010000668APPROVED: [Mo Day, Yr]NTSNTS REFERENCE SHEET 2BEEBEE & SOUTH1NTS REFERENCE SHEET 3BEEBEE & HIGH4NTS REFERENCE SHEET 2BEEBEE & BRANCH2NTS REFERENCE SHEET 3BEEBEE & SANDERCOCK3LEGENDFLANGEFLANGED COUPLING ADAPTERRESTRAINED MECHANICAL JOINTTRANSITION COUPLINGNTS REFERENCE SHEET 4CUESTA AND FOOTHILLNTS REFERENCE SHEET 6CUESTA & HIGHLAND9NTS REFERENCE SHEET 4CUESTA & CERRO ROMAULDO7NTS REFERENCE SHEET 5CUESTA & FELTON8NTS REFERENCE SHEET 7LOOMIS & SANTA YNEZ610NTS REFERENCE SHEET 7SANTA YNEZ11(E) FIRE SERVICE(N) WATER(N) 45° MJxMJ(N) 45° MJxMJPROVIDE JOINT RESTRAINT WITHIN 20' OF NEW 45° FITTINGS(N) FIRE SERVICE2" MIN.(N) WATER(N) 45°MJxMJ(N) 45°MJxMJNOTES:1.EXISTING FIRE SERVICES MUST BE MAINTAINED DURING CONSTRUCTION.2.MAY WEST FITTINGS MAY BE USED TO ACHIEVE THE REQUIRED CLEARANCE.NTS REFERENCE SHEETS 2 THRU 7FIRE SERVICE SEPARATION12(N) 12 PVC WATER(N) 12"x12"x12" TEEFLGxFLGxFLG(N) 12" GATE VALVEFLGxMJ(E)8" PVC WATER 8" GATE VALVEFLGxMJ(N) 12" PVC WATER(N) 12"x12"x8" TEEFLGxFLGxFLGABANDON (E) 8" PVC WATER ABANDON (E) 10" CI WATERABANDON (E) 10" CI WATERABANDON (E) 8" CI WATER ABANDON (E) 10" CI WATERABANDON (E) 10" CI WATER(E) 12" DI WATER (N) 12" PVC WATER(N) 12" GATE VALVEFLGxMJ(E) 12" CI WATER(N) 12"x12"x12" TEEFLGxFLGxFLG(N) 12"TRANSITIONCOUPLING(N) 12 PVC WATER ABANDON (E) 6" AC WATER(E)8" PVC WATER (N) 8" GATE VALVEFLGxMJ(N) 12" DI WATER(N) 12"x12"x8" TEEFLGxFLGxFLGABANDON (E) 8" PVC WATER ABANDON (E) 6"AC WATERABANDON (E) 6"AC WATER(N) 12" GATE VALVEFLGxMJ(N) 8" PVC WATER (N) 8" GATE VALVEFLGxMJ(N) 12" DI WATER(N) 12"x12"x8"x8" CROSSFLGxFLGxFLGxFLG(N) 12" GATE VALVEFLGxMJ(E)8" PVC WATER(E)8" PVC WATER ABANDON (E) 6" AC WATER(N) 8" TRANSITIONCOUPLING(N) 12" PVC WATER(N) 12" GATE VALVEFLGxMJ(E) 8" AC WATER (N) 12"x12"x12" TEEFLGxFLGxFLG(N) 8"TRANSITIONCOUPLINGABANDON (E) 6" AC WATER(N) 8" PVC WATER (N) 12"x8" REDUCER(N) 8" PVC WATER (E) 16" PVC WATER(E) 16" PVC WATERHOT TAP (N) 8" WATERPER ENG. STD. 6330(N) 8" PVC WATER(E) 8" PVC WATERINSTALL 8"TRANSITIONCOUPLING(N) 12" PVC WATER (E) 12" DI WATERABANDON (E)12" DI WATER(N) 12"x12"x12" TEEMJxMJxFLG(N) 12" GATE VALVEFLGxMJ(N) 12"X10" REDUCER(N) 12" GATE VALVEFLGxMJ(N) 12" GATE VALVEFLGxMJ(N) 12" PVC WATER(N) 12" GATE VALVEFLGxMJ(E)8" CI WATER 8" GATE VALVEFLGxMJ(N) 12" PVC WATER(N) 12"x12"x8" TEEFLGxFLGxFLG(N) 12" GATE VALVEFLGxMJ(N) 12" PVC WATER(N) 12" GATE VALVEFLGxMJ(N) 20 LF - 12" DIP WATER(N) 12" PVC WATER(N) 12" DIP WATER(E) 8" CI WATER(N) 12"x12"x12" TEEFLGxFLGxFLG(N) 12" GATE VALVEFLGxMJ(N) 45° FLGxMJ(N) 45°FLGxMJABANDON (E) 10" CI WATER(N) 12" GATE VALVEFLGxMJABANDON (E) 10" CI WATER(N) 6" PVC WATER(N) 12" DIP WATER(N) 45° MJxMJ(N) 10" DIP WATER(N) 45° FLGxMJ(N) 6" GATE VALVEFLGxMJ(E) 6" CI WATER(N) 12" GATE VALVEFLGxMJABANDON (E) 10" CI WATERABANDON (E) 10" CI WATER(N) 12"X10" REDUCER(N) 10" GATE VALVEFLGxFLG(N) 12"X6" REDUCER(N) 8" DIP WATER(N) 12" GATE VALVEFLGxFLG(E) 10" CI WATER(N) 12" GATE VALVEFLGxMJ(N) 12" DI WATER(N) 12" GATE VALVEFLGxMJ(N) 12" DI WATER(N) 12" GATE VALVEFLGxMJ(E) 8" AC WATER (N) 8" GATE VALVEFLGxMJ(N) 8" GATE VALVEFLGxMJ(N) 12"x8" REDUCER(N) 8" GATE VALVEFLGxMJNTS REFERENCE SHEET 3HIGH AND BUCHON7(N) 12" PVC WATER(N) 12" GATE VALVEFLGxMJ(E) 12" DI WATER(N) 12 PVC WATER SEE RIGHTSEE LEFT(N) 45° MJxMJ(N) 12" TRANSITION COUPLING(N) 12" PVC WATER(N) 12"X8" REDUCER(N) 12"x12"x12" TEEFLGxFLGxFLG(N) 10" GATE VALVEFLGxMJ(E) 10" PVC WATER