HomeMy WebLinkAboutItem 06 - COUNCIL READING FILE_a_Project PlansProject LocationsReference Documents:City Standard Specifications - 2020 EditionCity Engineering Standards - 2020 Editionindex to planssheet no.descriptionsan luis obispo county, californiaSTATE OF CALI
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TTHEW A. HORNNo. C 63611APPROVED BYSPECIFICATION NO.DATESHEETMatthew A. Horn, City Engineer R.C.E. C63611 Approved Date1000090FILE NO./LOCATION12345678910COVER SHEETWESTMONT AVENUEJEFFREY DRIVEJEFFREY DRIVEJEFFREY DRIVEJEFFREY DRIVECERRO ROMAULDO AVENUECERRO ROMAULDO AVENUETASSAJARA DRIVECONNECTION DETAILS10of1JEFFREY SEWER ANDWATER REPLACEMENTNOVEMBER 2020OO213##DEAD 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 WATEROOTTFOFOASASAWAW(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 11, SHEET 10.N1.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.
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(E) 2" GAS(E) 6" AC WATER(E) 2" GAS(E) 60" RCP(E) 6" AC WATER(E) 2" GAS(E) 60" RCP(E) SS LAT(E) 6" HPDE SEWER(E) 8" VCP SEWERABANDON (E) 6" AC WATER+1700+1800+1900+2000WESTMONT AVE(N) 255' - 10" HDPE SEWER(N) 8" PVC WATERADD ALT. "A"STA 17+01.62(N) SSMH H04-37RIM = 298.46'ADD ALT. "A"STA 20+09.74(N) SSMH H04-38RIM = 294.63'(N) 308' - 10" HDPE SEWERJEFFREY DRIVE25326527728926026827664328429230064414'9'17'40'REMOVE AND REPLACESSMH H04-38PER ENG. STD. 6610REMOVE AND REPLACESSMH H04-37PER ENG. STD. 66106" IN 293.5010" OUT 292.708" IN 292.8010" IN 288.6010" OUT 288.50ADDITIVE ALTERNATIVE "A"28028529029530030531028028529029530030531016+7517+0017+2517+5017+7518+0018+2518+5018+7519+0019+2519+5019+7520+0020+25(N) 308' - 10" HDPE SEWER, S = 1.33%BY PIPE BURSTING THROUGH EXISTING 8" VCP SEWERSTA. 20+09.74(N) SSMH H04-38RIM = 294.63'10" IN 288.60' (W)10" OUT 288.50' (S)(E) 8" VCP SEWERSTA. 17+01.62(N) SSMH H04-37RIM = 298.46'8" IN 292.80' (W)6" IN 293.50' (N)10" OUT 292.70' (E)(E) GRADE0SCALE IN FEET2040WESTMONT AVENUE2SEE SHEET 3HORIZ 1" = 20'VERT 1" = 4'CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNJEFFREY SEWER AND WATER REPLACEMENT
HNMHMHDECEMBER 2020100009010APPROVED: [Mo Day, Yr]N
(N) 254' - 10" HDPE SEWER, S = 0.51%BY OPEN TRENCHING & REMOVE EXISTING 8" VCP SEWERSTA. 29+94.56(N) SSMH H04-38RIM = 294.63'10" IN 288.60' (W)10" OUT 288.50' (S)STA. 35+03.86(N) SSMH H05-7RIM = 289.07'10" IN 282.70' (N)6" IN 282.90' (W)10" OUT 282.60' (S)STA. 32+50.01(N) SSMH H04-47RIM = 287.18'10" IN 284.10' (N)6" IN 284.10' (W)10" OUT 284.00' (S)STA. 31+35.00INV: 285.17
STA. 31+85.00
INV: 284.45 (N) 140' - 10" HDPE SEWER, S = 2.37%BY OPEN TRENCHING & REMOVE EXISTING 8" VCP SEWER(N) 65' - 10" HDPE SEWER, S = 0.53%BY OPEN TRENCHING(E) 33" RCPWATERLINECONNECTION PERDETAIL 1, SHEET 10WATERLINECONNECTION PERDETAIL 2, SHEET 10WATERLINECONNECTION PERDETAIL 3, SHEET 10(N) 2,008 LF 8" C900 PVC WATER(CLASS 305 DR-14)3' MIN.
3' MIN.6" MIN(E) 2" GAS(E) 2" GAS(N) 45°MJxMJ(E) GRADE6"130 LF - 8" DIP (CLASS 350)DOUBLE POLYETHYLENE WRAP ALL JOINTS AND FITTINGSFULLY RESTRAINED WATERLINE133 LF - 8" C900 PVC WATER (CLASS 305 DR-14)FULLY RESTRAINED WATERLINENO WATERLINE JOINTS WITHIN8' OF STORM DRAIN CROSSING.NO JOINTS6"WATERLINE AND SEWERLINE TO BE BACKFILLED WITH 1 SACK SLURRY20.0'FULLYRESTRAINEDWATERLINEFULLY RESTRAINED WATERLINESTATION 34+99 TO 35+39(N) 50' - 10" HDPE SEWERBY OPEN TRENCHING & REMOVINGEXISTING 8" VCP SEWERSTA. 30+03STA. 31+35
STA. 32+64
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(N) 2,008 LF 8" C900 PVC WATER(CLASS 305 DR-14)(N) 364' - 10" HDPE SEWER, S = 0.49%BY PIPE BURSTING THROUGHEXISTING 8" VCP SEWERSTOPSTOP
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(E) 60" RCP (E) 6" AC WATER(E) 2" GAS(E) 60" RCP(E) SS LATABANDON (E) 6" AC WATERABANDON (E) 6" AC WATER(N) 255' - 10" HDPE SEWER(N) 254' - 10" HDPE SEWER(N) 8" PVC WATER(N) 8" PVC WATERSTA 35+03.86(N) SSMH H05-7RIM = 289.07'STA 32+50.01(N) SSMH H04-47RIM = 287.18'(N) 308' - 10" HDPE SEWER ADD ALT. "A"STA 29+94.56(N) SSMH H04-38RIM = 294.63'JEFFREY DRIVEMARLENE DRIVE
DALY AVE
WESTMONT AVE 29662964463164328429230030862361761360559729629710'15'40'5'5'
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10'10'+2970+3000+3100+3200+3300+3400+3500ABANDON (E) WATERLINEPER ENG. STD. 6050(N) 2" SERVICE(E) 1" COPPER 3(N) 1" SERVICE
(E) 3/4" PE 2(N) 1" SERVICE
(E) 3/4" COPPER2
(N) 1" SERVICE
(E) 3/4" COPPER2 5/85/8
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2101103105'
10'REMOVE AND REPLACESSMH H04-38PER ENG. STD. 661010" OUT 288.5010" IN 288.60REMOVE AND REPLACESSMH H04-47PER ENG. STD. 6610WITH TRAFFIC RATEDPREFABRICATED FLAT TOP10" OUT 284.006" IN 284.1010" IN 284.10REMOVE AND REPLACESSMH H05-7PER ENG. STD. 661010" OUT 282.606" IN 282.9010" IN 282.70(N) 2" SERVICE
(E) 1" COPPER 3(N) 2" SERVICE
(E) 1" COPPER 3ADDITIVE ALTERNATIVE "A"29+7530+0030+2530+5030+7531+0031+2531+5031+7532+0032+2532+5032+7533+0033+2533+5033+7534+0034+2534+5034+7535+0035+2535+502752802852902953003050SCALE IN FEET2040JEFFREY DRIVE3MATCHLINE - STA. 35+50.00: SEE SHEET 4MATCHLINE - STA. 35+50.00: SEE SHEET 4
HORIZ 1" = 20'VERT 1" = 4'CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNJEFFREY SEWER AND WATER REPLACEMENT
HNMHMHDECEMBER 2020100009010APPROVED: [Mo Day, Yr]N
(N) 364' - 10" HDPE SEWER, S = 0.49%BY PIPE BURSTING THROUGH EXISTING 8" VCP SEWER(N) 286' - 10" HDPE SEWER, S = 2.03%BY PIPE BURSTING THROUGH EXISTING 8" VCP SEWERSTA. 38+67.58(N) H05-23RIM = 286.69'10" IN 280.80' (N)10" OUT 280.70' (S)(N) 2,008 LF 8" C900 PVC WATER(CLASS 305 DR-14)3' MIN.
3' MIN.(N) 2,008 LF 8" C900 PVC WATER(CLASS 305 DR-14)(E) GRADESTOPW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
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10'10'10'+3600+3700+3800+3900+4000+4100REMOVE (E) FIRE HYDRANT PERENG. STD. 6050 AND REPLACEPER CITY ENG. STD. 6310 (6" DIA.)REMOVE (E) FIRE HYDRANT PERENG. STD. 6050 AND REPLACEPER CITY ENG. STD. 6310 (6" DIA.)ABANDON (E) WATERLINEPER ENG. STD. 60505/85/85/85/8
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5/8 REMOVE AND REPLACESSMH H05-23PER ENG. STD. 661010" OUT 280.7010" IN 280.80HIGHLAND DRIVE
(N) 2" SERVICE(E) 1" COPPER 3(N) 2" SERVICE(E) 1" COPPER 3(N) 2" SERVICE
(E) 1" COPPER 3(N) 2" SERVICE
(E) 1" COPPER 327027528028529029530035+5035+7536+0036+2536+5036+7537+0037+2537+5037+7538+0038+2538+5038+7539+0039+2539+5039+7540+0040+2540+5040+7541+00JEFFREY DRIVE4MATCHLINE - STA. 41+20.00: SEE SHEET 5MATCHLINE - STA. 41+20.00: SEE SHEET 5
MATCHLINE - STA. 35+50.00: SEE SHEET 3 MATCHLINE - STA. 35+50.00: SEE SHEET 3
HORIZ1" = 20'VERT 1" = 4'CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNJEFFREY SEWER AND WATER REPLACEMENT
HNMHMHNOVEMBER 2020100009010APPROVED: [Mo Day, Yr]0SCALE IN FEET2040N
(N) 250' - 10" HDPE SEWER, S = 2.66%BY OPEN TRENCHING & REMOVE EXISTING 8" VCP SEWER(N) 303' - 10" HDPE SEWER, S = 0.82%BY OPEN TRENCHING & REMOVE EXISTING 6" VCP SEWERSTA. 41+55.83(N) SSMH H05-35RIM = 280.34'10" IN 274.85' (N)6" IN 274.85' (W)10" OUT 274.75' (S)STA. 44+09.79(N) SSMH H05-46RIM = 273.27'10" IN 268.00' (N)6" IN 268.00' (W)10" OUT 267.90' (S)(N) 2,008 LF 8" C900 PVC WATER(CLASS 305 DR-14)3' MIN.WATERLINE CONNECTIONPER DETAIL 5, SHEET 10WATERLINECONNECTION PERDETAIL 4, SHEET 10(E) 2" GAS(E) 2" GAS(E) 2"GAS(E) 21"RCP SD(E) GRADE6"1.0'6"6"DOUBLE POLYETHYLENE WRAPALL JOINTS AND FITTINGSFULLY RESTRAINED WATERLINESTATION 41+21 TO 41+61DOUBLE POLYETHYLENE WRAPALL JOINTS AND FITTINGSFULLY RESTRAINED WATERLINESTATION 43+80 TO 44+20DOUBLE POLYETHYLENE WRAPALL JOINTS AND FITTINGSFULLY RESTRAINED WATERLINESTATION 46+85 TO 47+25REMOVE (E) SSMH H05-40(N) 2,008 LF 8" C900 PVC WATER(CLASS 305 DR-14)STOPSTOP STOPG G G G G G G G G G
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5'5'10'10'+4200+4300+4400+4500+4600+47ABANDON (E) WATERLINEPER ENG. STD. 6050(N) 1" SERVICE(E) 3/4" COPPER 2(N) 2" SERVICE
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3/4 JEFFREY DRIVE410510REMOVE AND REPLACESSMH H05-35PER ENG. STD. 661010" OUT 274.756" IN 274.8510" IN 274.85REMOVE AND REPLACESSMH H05-46PER ENG. STD. 661010" OUT 267.906" IN 268.0010" IN 268.00RESTORE (E) CROSSGUTTER PER ENG. STD. 4310HIGHLAND DRIVE 5/8
(N) 2" SERVICE
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(E) 1" COPPER3 (N) 2" SERVICE
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(E) 1" COPPER 3REMOVE (E) SSMH H05-40REMOVESSMH H05-4010" OUT 272.6510" IN 272.7541+2541+5041+7542+0042+2542+5042+7543+0043+2543+5043+7544+0044+2544+5044+7545+0045+2545+5045+7546+0046+2546+5046+7547+00260265270275280285290JEFFREY DRIVE5MATCHLINE - STA. 47+00.00: SEE SHEET 6MATCHLINE - STA. 47+00.00: SEE SHEET 6
MATCHLINE - STA. 41+20.00: SEE SHEET 4 MATCHLINE - STA. 41+20.00: SEE SHEET 4
HORIZ1" = 20'VERT 1" = 4'CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNJEFFREY SEWER AND WATER REPLACEMENT
HNMHMHNOVEMBER 2020100009010APPROVED: [Mo Day, Yr]0SCALE IN FEET2040N
(N) 309' - 10" HDPE SEWER, S = 0.77%BY OPEN TRENCHING & REMOVE EXISTING 6" VCP SEWER(N) 239' - 10" HDPE SEWER, S = 0.83%BY OPEN TRENCHING & REMOVE EXISTING 6" VCP SEWERSTA. 47+14.53(N) SSMH H05-53RIM = 270.05'10" IN 265.40' (N)6" IN 265.55' (W)10" OUT 265.30' (S)STA. 50+25.87(N) SSMH H06-6RIM = 267.58'10" IN 262.90' (N)6" IN 263.10' (W)10" OUT 262.80' (S)STA. 52+66.78(N) SSMH H06-19RIM = 265.98'10" IN 260.80' (N)6" IN 260.90' (W)10" OUT 260.70' (SE)(N) 2,008 LF 8" C900 PVC WATER(CLASS 305 DR-14)3' MIN.WATERLINE CONNECTIONPER DETAIL 6, SHEET 10WATERLINE CONNECTIONPER DETAIL 7, SHEET 10WATERLINE CONNECTIONPER DETAIL 8, SHEET 10(E) 2" GAS(E) 50"X31" ARCH SD(36"x24" HDPE SLIPLINE)4"(N) 45°MJxMJ(E) GRADE6"8"DOUBLE POLYETHYLENE WRAPALL JOINTS AND FITTINGSFULLY RESTRAINED WATERLINESTATION 49+94 TO 50+34DOUBLE POLYETHYLENE WRAPALL JOINTS AND FITTINGSFULLY RESTRAINED WATERLINESTATION 52+15 TO 52+75DOUBLE POLYETHYLENE WRAPALL JOINTS AND FITTINGSFULLY RESTRAINED WATERLINESTATION 46+85 TO 47+25BACKFILL WITH 1 SACK SLURRYAT STORM DRAIN CROSSINGSTOPSTOPSD SD SD SD SD SD
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W
A
T
E
R
(E) 6" VC P
S
E
W
E
R
(E) 2" GA
S
(E) 6" AC WATER
(E) 6" VCP SEWER
(E) 2" GAS ABANDON (E) 8" VCP SEWERABANDON (E) 6" AC WATERABANDON (E) 6" AC WATERABANDON (E) 6
"
A
C
W
A
T
E
R(N) 309' - 10" HDPE SEWER(N) 239' - 10" HDPE SEWER(N) 8" PVC WATER(N) 8" PVC WATERSTA 47+14.53(N) SSMH H05-53RIM = 270.05'STA 50+25.87(N) SSMH H06-6RIM = 267.58'STA 52+66.78(N) SSMH H06-19RIM = 265.98'CRAIG W
A
Y
CERRO
ROMAULDO AVE 30830730125123722522624231132133332631420921210'40'5'5'10'10'
10'
40'
5'5'10'10'+00+4800+4900+5000+5100+5200(N)
4
8
'
-
1
0
"
H
D
P
E
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E
W
E
R
(N) 8" PVC WATERREMOVE (E) FIREHYDRANT PER ENG.STD. 6050 ANDREPLACE PER CITYENG. STD. 6310 (6" DIA.)REMOVE (E) FIREHYDRANT PER ENG.STD. 6050 ANDREPLACE PER CITYENG. STD. 6310 (6" DIA.)ABANDON (E) WATERLINEPER ENG. STD. 6050(N) 2" SERVICE
(E) 1" COPPER3 5/8
3/43/4 5/85/8
5/8
5/8
5/8
3/4
5/8
5/8
5/8
5/8
3/4
3/4 ABANDON (E) SEWER LINE PER ENG.STD. 6050. CONNECT ALL ACTIVELATERALS TO NEW SEWER LINEJEFFREY DRIVE610710810REMOVE AND REPLACESSMH H05-53PER ENG. STD. 661010" OUT 265.306" IN 265.5510" IN 265.40REMOVE AND REPLACESSMH H06-6PER ENG. STD. 661010" OUT 262.806" IN 263.1010" IN 262.90REMOVE AND REPLACESSMH H06-19PER ENG. STD. 661010" OUT 260.706" IN 260.9010" IN 260.80DONNA WAY (N) 2" SERVICE(E) 1" COPPER 3(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 3(N) 1" SERVICE
(E) 3/4" COPPER2
(N) 2" SERVICE
(E) 1" COPPER 3RESTORE (E) CROSSGUTTER PER ENG. STD. 431047+0047+2547+5047+7548+0048+2548+5048+7549+0049+2549+5049+7550+0050+2550+5050+7551+0051+2551+5051+7552+0052+2552+5052+75250255260265270275280JEFFREY DRIVE6MATCHLINE - STA. 47+00.00: SEE SHEET 5 MATCHLINE - STA. 47+00.00: SEE SHEET 5
SEE SHEET 7HORIZ1" = 20'VERT 1" = 4'CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNJEFFREY SEWER AND WATER REPLACEMENT
HNMHMHNOVEMBER 2020100009010APPROVED: [Mo Day, Yr]0SCALE IN FEET2040N
STA. 60+10.01(N) SSMH H06-19RIM = 265.98'10" IN 260.80' (N)6" IN 260.90' (W)10" OUT 260.70' (SE)(N) 48' - 10" HDPE SEWER, S = 5.61%BY OPEN TRENCHING ANDREMOVE EXISTING 8" VCP SEWERSTA. 60+55.96(N) SSMH H06-20RIM = 264.64'10" IN 258.00' (NW)6" IN 257.60' (S)10" OUT 257.50' (E)(N) 100' - 10" HDPE SEWER, S = 0.90%BY OPEN TRENCHING & REMOVE EXISTING 6" VCP SEWERSTA. 61+55.64(N) SSMH H06-21RIM = 262.81'10" IN 256.60' (W)6" IN 256.80' (S)10" OUT 256.50' (E)(N) 143' - 10" HDPE SEWER, S = 2.13%BY PIPE BURSTING THROUGH EXISTING 6" VCP SEWERSTA. 63+00.42(N) SSMH H06-22RIM = 257.46'10" IN 253.40' (W)6" IN 253.30' (N)10" OUT 253.30' (E)(N) 267' - 10" HDPE SEWER, S = 2.16%BY PIPE BURSTING THROUGH EXISTING 8" VCP SEWER(N) 300 LF 8" C900 PVC WATER(CLASS 305 DR-14)3' MIN.WATERLINE CONNECTIONPER DETAIL 9, SHEET 10WATERLINE CONNECTIONPER DETAIL 10, SHEET 10(E) 3" GAS(E) 50"X31" ARCH SD(36"x24" HDPE SLIPLINE)1.0' MIN.(E) 2" GAS45° MJxMJ45°MJxMJ(E) GRADE20 LF WATERNO JOINTSBACKFILL WITH1 SACK SLURRYAT CROSSING6"45° MJxMJ45° MJxMJ6"DOUBLE POLYETHYLENE WRAPALL JOINTS AND FITTINGSFULLY RESTRAINED WATERLINESTATION 60+00 TO 62+0020.0'FULLYRESTRAINEDWATERLINESTA. 62+69
STA. 62+89STOPSTOPGGGGGGGGSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G GSDSDSDSDSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDU
SS
SS
SS
SS SS SS
DU DU
DU
DU
SS SS
SS SS
DU
DU
DU
SS
SS
SS
GG
GG DUDUDUSSSSSSSSW
W W
W W GG GFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FOGGGGGGGGGGABANDON (E) 8" VCP SEWER(E) 8" PVC WATERABANDONED (E) 6" AC WATER(E) 6" VCP SEWER(E) 6" AC WATER(E) 3" GAS(E) 50"X31" SD (E) 50"x31" SD(E) 24" RCP(E) 18" PVC(E) 50"X31" SD(E) 6" AC WATER(E) 6" VCP SEWER(E) 3" GAS(E) 3" GAS(E) 6" AC WATER(E) 6" VCP SEWER(E) 2" GAS(E) 2" GASABANDON (E) 6" AC WATERABANDON (E) 8" VCP SEWERABANDON (E) 8" VCP SEWERABANDON (E) 6" AC WATERABANDON (E) 6" AC WATER+6000+6100+6200+6300+6400+65CERRO ROMAULDO AVESANTA LUCA(N) 239' - 10" HDPE SEWER(N) 100' - 10" HDPE SEWER(N) 143' - 10" HDPE SEWER(N) 267' - 10" HDPE SEWER(N) 8" PVC WATER(N) 8" PVC WATERSTA 60+55.96(N) SSMH H06-20RIM = 264.64'STA 61+55.64(N) SSMH H06-21RIM = 262.81'STA 63+00.42(N) SSMH H06-22RIM = 257.46'STA 60+10.01(N) SSMH H06-19RIM = 265.98'3152103093013233313103243342092122992952916'7'
34'
7'10'
6'7'10'
34'
11'5'7.5'(N) 48' - 10" HDPE SEWER(N) 8" PVC WATERABANDON (E) SEWER LINE PER ENG.STD. 6050. CONNECT ALL ACTIVELATERALS TO NEW SEWER LINEABANDON (E) WATERLINEPER ENG. STD. 6050(N) 2" SERVICE(E) 1" COPPER3
(N) 2" SERVICE
(E) 1" COPPER3 5/8
5/8 3/43/4ABANDON (E) SEWER LINE PER ENG.STD. 6050. CONNECT ALL ACTIVELATERALS TO NEW SEWER LINE4'
4'7'JEFFREY DRIVE90° MJxMJFITTINGS9101010810REMOVE AND REPLACESSMH H06-19PER ENG. STD. 661010" OUT 260.706" IN 260.9010" IN 260.80REMOVE AND REPLACESSMH H06-20PER ENG. STD. 661010" IN 258.006" IN 257.6010" OUT 257.50REMOVE AND REPLACESSMH H06-22PER ENG. STD. 661010" IN 253.406" IN 253.3010" OUT 253.30ABANDON (E) SEWER LINE PER ENG.STD. 6050. CONNECT ALL ACTIVELATERALS TO NEW SEWER LINEABANDON (E) SEWER LINE PER ENG.STD. 6050. CONNECT ALL ACTIVELATERALS TO NEW SEWER LINEREMOVE AND REPLACESSMH H06-21PER ENG. STD. 661010" IN 256.606" IN 256.8010" OUT 256.50ABANDON (E) SSMHPER ENG. STD. 6050RIM 256.83INV 251.1490° MJxMJFITTINGS7'5/8
(E) 3" GASJEFFREY DRIVE24024525025526026527027524024525025526026527027559+7560+0060+2560+5060+7561+0061+2561+5061+7562+0062+2562+5062+7563+0063+2563+5063+7564+0064+2564+5064+7565+000SCALE IN FEET2040CERRO ROMAULDO AVENUE7MATCHLINE - STA. 65+00.00: SEE SHEET 8 MATCHLINE - STA. 65+00.00: SEE SHEET 8SEE SHEET 6HORIZ1" = 20'VERT 1" = 4'CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNJEFFREY SEWER AND WATER REPLACEMENT
HNMHMHNOVEMBER 2020100009010APPROVED: [Mo Day, Yr]N
STA. 65+69.42(N) SSMH I06-17RIM = 252.37'10" IN 247.50' (W)6" IN 247.50' (N)10" OUT 247.40' (E)(N) 278' - 10" HDPE SEWER, S = 0.86%BY PIPE BURSTING THROUGH EXISTING 8" VCP SEWERSTA. 68+47.82(N) SSMH I06-18RIM = 251.16'10" IN 245.00' (W)8" IN 245.00' (N)10" OUT 244.90' (S)(E) 6" AC WATER(E) 2" GAS(E) 18" HDPE SD(E) GRADE6"1.0'1.0'BACKFILL WITH 1 SACK SLURRYAT STORM DRAIN CROSSING(N) 267' - 10" HDPE SEWER, S = 2.16%BY PIPE BURSTING THROUGH EXISTING 8" VCP SEWERSTOPSTOPASASASASASASASASASSDSDSDWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W
AW AW AW AW AW AW AW
SSSSSSSSGGGGGGGGAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWGGGGGGGG G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
GSDSDSDSDSDSDSDSDWWWWG G G G G G G G G G GSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSS
DU SS
SS
SSSS
SSSS
SSSSSSSS
SS
SSGGGGGG
GG
GW WSS SSWW
W W
SSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS(E) 8" PVC WATERABANDONED (E) 6" AC WATER(E) 3" GAS(E) 8" PVC WATERABANDONED (E) 6" AC WATER(E) 6" AC WATER(E) 3" GAS(E) 6" VCP SEWER(E) 4" AC WATER(E) 2" GAS(E) 2" GASABANDONED (E) 6" VCP SEWER(E) 18" HDPE SDABANDON (E) 6" VCP SEWER+00+6600+6700+6800+
6
9
0
0(N) 278' - 10" HDPE SEWERSTA 65+69.42(N) SSMH I06-17RIM = 252.37'STA 68+47.82(N) SSMH I06-18RIM = 251.16'3453593673853911713603723902116'7'10'34.0'11'5.5'(N) 337' - 10" HDPE SEWERABANDON (E) SEWER LINE PER ENG.STD. 6050. CONNECT ALL ACTIVELATERALS TO NEW SEWER LINECERRO ROMAULDO AVELA CANADATASSAJARA DRREMOVE AND REPLACESSMH I06-17PER ENG. STD. 661010" IN 247.506" IN 247.5010" OUT 247.40REMOVE AND REPLACESSMH I06-18PER ENG. STD. 661010" IN 245.0010" OUT 244.908" IN 245.00TASSAJARA DR(E) 8" VCP SEWER65+0065+2565+5065+7566+0066+2566+5066+7567+0067+2567+5067+7568+0068+2568+5068+75235240245250255260265235240245250255260265CERRO ROMAULDO AVENUE8MATCHLINE - STA. 65+00.00: SEE SHEET 7 MATCHLINE - STA. 65+00.00: SEE SHEET 7
SEE SHEET 9HORIZ1" = 20'VERT 1" = 4'CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNJEFFREY SEWER AND WATER REPLACEMENT
HNMHMHNOVEMBER 2020100009010APPROVED: [Mo Day, Yr]0SCALE IN FEET2040N
23524024525025526026523524024525025526026570+0070+2570+5070+7571+0071+2571+5071+7572+0072+2572+5072+7573+0073+2573+50(N) 337' - 10" HDPE SEWER, S = 0.59%BY PIPE BURSTING THROUGH EXISTING 10" VCP SEWERSTA. 70+06.56(N) SSMH I06-18RIM = 251.16'10" IN 245.00' (W)8" IN 245.00' (N)10" OUT 244.90' (S)STA. 73+43.59(N) SSMH I06-22RIM = 252.78'10" IN 242.90' (N)10" OUT 242.30' (E)(E) 3" GAS(E) 4'x10'RECTANGULARCHANNEL(E) GRADESTOPSTOPGGGGGGG
OOOOOOOOOOOOOOOOOOASASASSDSDSD
SD SD SD SD SD SD SD SD SD
SDSDWWWWWWWWWWWWWW
WWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W WWAWAWWWSSSSSSGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G GAWAWAWAWAWAWAWGGGGGGGGGGGGGGGGGG
GGGGGGGGGGG WWW W W WSDSDSDSDSDSDSDSDSDSDWWWW
WW
WW
W
WW
SDSDSD
T T T
TTTTTTTTTTTTTTTTTT T T T T T T T T T T T T T T T
SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS
SSSSSSSS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SSSSSS
SS SS
SS SSGG
GGG
G
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOWWSSSSSSSSSSSSSSSSSSSSSS(E) 8" PVC WATERABANDONED (E) 6" AC WATER(E) 3" GAS (E) 8" PVC WATER(E) 6" AC WATER(E) 3" GAS(E) 6" AC WATER(E) 3" GAS(E) 6" VCP SEWER(E) 6" VCP SEWER
(E) 6" AC WATER
(E) 6" GAS
(E) 10" CI WATER
(E) 8" VCP SEWER
(E) 6" AC WATER
(E) 6" GAS
(E) 12" CI WATER
ABANDONED OIL LINE
(E) 10" PVC SEWER
(E) TELEPHONE
ABANDONED OIL LINE(E) 18" HDPE SD(E) 4'x10' RECTANGULAR CHANNELABANDON (E) 8" VCP SEWERABANDON (E) 8" VCP SEWERABANDON (E) 6" VCP SEWER +7000+7100+7200+7300+7400TASSAJARA DR(N) 278' - 10" HDPE SEWERCERROROMAULDO AVE
FOOTHILL BLVD
STA 73+43.59(N) SSMH I06-22RIM = 252.78'STA 70+06.56(N) SSMH I06-18RIM = 251.16'40040539914239213314315939117112'5'
34'(N) 337' - 10" HDPE SEWER(N) 337' - 10" HDPE SEWER5'12'ABANDON (E) SEWER LINE PER ENG.STD. 6050. CONNECT ALL ACTIVELATERALS TO NEW SEWER LINEABANDON (E) SSMHPER ENG. STD. 6050RIM 251.18INV 245.18REMOVE AND REPLACESSMH I06-18PER ENG. STD. 661010" IN 245.0010" OUT 244.908" IN 245.00REMOVE AND REPLACESSMH I06-22PER ENG. STD. 661010" IN 242.9010" OUT 242.30(E) 8" VCP SEWER0SCALE IN FEET2040TASSAJARA DRIVE9HORIZ1" = 20'VERT 1" = 4'SEE SHEET 8CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNJEFFREY SEWER AND WATER REPLACEMENT
HNMHMHNOVEMBER 2020100009010APPROVED: [Mo Day, Yr]N
WATERLINE CONNECTION DETAILS10NTSNTS REFERENCE SHEET 3JEFFREY & WESTMONT1NTS REFERENCE SHEET 5JEFFREY & HIGHLAND4NTS REFERENCE SHEET 3JEFFREY & MARLENE2NTS REFERENCE SHEET 3JEFFREY & DALY3LEGENDFLANGEFLANGED COUPLING ADAPTERRESTRAINED MECHANICAL JOINTTRANSITION COUPLINGNTS REFERENCE SHEET 5JEFFREY & WARRENNTS REFERENCE SHEET 6JEFFREY & CERRO ROMAULDO AVE8NTS REFERENCE SHEET 6JEFFREY & DONNA6NTS REFERENCE SHEET 6JEFFREY & CRAIG7NTS REFERENCE SHEET 7210 CERRO ROMAULDO59NTS REFERENCE SHEET 7CERRO ROMAULDO & SANTA LUCA10(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 3 THRU 7FIRE SERVICE SEPARATION11CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHNJEFFREY SEWER AND WATER REPLACEMENT
HNMHMHNOVEMBER 2020100009010APPROVED: [Mo Day, Yr](N) 8" PVC WATER(N) 8" GATE VALVEFLGxMJ(E) 6" AC WATER (N) 8"x8"x8" TEEFLGxFLGxFLG(N) 6"TRANSITIONCOUPLINGABANDON (E) 6" AC WATER(N) 6" PVC WATER (N) 8"x6" REDUCER(N) 6" GATE VALVEFLGxMJ(N) 6" PVC WATER(N) 8"x6" REDUCER(N) 6" GATE VALVEFLGxMJ(N) 6" PVC WATER(E)6" AC WATER
ABANDON (E) 6" AC WATER(N) 6" TRANSITIONCOUPLING(N) 8" PVC WATER(N) 8" GATE VALVEFLGxMJABANDON (E) 6" AC WATER(N) 6" P
V
C
W
A
T
E
R
(N) 8"x8"x8" TEEFLGxFLGxFLG(E)6" AC W
A
T
E
R ABANDON (E) 6" AC WATER(N) 8" PVC WATER(N) 8" GATE VALVEFLGxMJABANDON (E) 6" AC WATER(N) 6" GATE VALVEFLGxFLG(N) 11.25° FLGxMJ FITTINGS(N) 6" TRANSITIONCOUPLING(N) 6" PVC WATER
(N) 8"x8"x8" TEEFLGxFLGxFLG(E)6" AC WATER
ABAN
D
O
N
(
E
)
6
"
A
C
W
A
T
E
R(N) 6" TRANSITIONCOUPLING(N) 8" PVC WATERABANDON (E) 6" AC WATER(N) 8" PVC WATERABANDON (E) 6" AC WATER(E) 6" AC WATER (N) 6" GATE VALVEFLGxMJ(N) 8" PVC WATER(N) 8"x8"x8" TEEFLGxFLGxFLG(N) 8"x6" REDUCER(N) 8" GATE VALVEFLGxMJ(E)6" AC WATER(N) 8" PVC WATERABANDON (E) 6" AC WATER(N) 8" GATE VALVEFLGxMJ(N) 8"x8"x8" TEEFLGxFLGxFLG(E) 8" PVC WATER(N) 8" GATE VALVEFLGxMJ(N) 6" GATE VALVEFLGxMJ(N) 8" PVC WATER(N) 6" PVC WATER(E)6" AC WATER
ABANDON (E) 6" AC WATER(N) 6" TRANSITIONCOUPLING(N) 8" PVC WATER(N) 8" GATE VALVEFLGxMJABANDON (E) 6" AC WATER(N) 8" PVC WATER(N) 6" PVC WATER(E)6" AC WATER
ABANDON (E) 6" AC WATER(N) 6" TRANSITIONCOUPLING(N) 8" PVC WATER(N) 8" GATE VALVEFLGxMJABANDON (E) 6" AC WATER(N) 8" PVC WATER(N) 6" PVC WATER(E)6" AC WATER ABANDON (E) 6" AC WATER(N) 6" TRANSITIONCOUPLING(N) 8" PVC WATER(N) 8" GATE VALVEFLGxMJABANDON (E) 6" AC WATER(N) 8" PVC WATER(N) 4" PVC WATER(E)4" AC WATER
ABANDON (E) 6" AC WATER(N) 4" TRANSITIONCOUPLING(N) 8" PVC WATER(N) 8" GATE VALVEFLGxMJABANDON (E) 6" AC WATER(N) 8" PVC WATER(N) 8" PVC WATER(N) 8" GATE VALVEFLGxMJ(N) 8"x6" REDUCER(N) 8" PVC WATER(N) 8" GATE VALVEFLGxMJ(N) 8"x6" REDUCER(N) 8" GATE VALVEFLGxMJ(N) 6" GATE VALVEFLGxFLG(N) 8"x8"x8" TEEFLGxFLGxFLG(N) 8" GATE VALVEFLGxMJ(N) 4" GATE VALVEFLGxFLG(N) 8"x4" REDUCER(N) 8"x8"x8" TEEFLGxFLGxFLG(N) 8" GATE VALVEFLGxMJ(N) 6" GATE VALVEFLGxFLG(N) 8"x6" REDUCER(N) 8" GATE VALVEFLGxMJ(N) 6" GATE VALVEFLGxFLG(N) 8"x6" REDUCER(N) 8"x8"x8" TEEFLGxFLGxFLG(N) 8" GATE VALVEFLGxMJ(N) 6" GATE VALVEFLGxFLG(N) 8"x6" REDUCER(N) 8"x8"x8" TEEFLGxFLGxFLG(N) 8" GATE VALVEFLGxMJ(N) 6" GATE VALVEFLGxFLG(N) 8"x6" REDUCER(N) 8"x8"x8" TEEFLGxFLGxFLG(N) 8" GATE VALVEFLGxMJ(N) 8"x6" REDUCERABANDON (E) 6" AC WATER