HomeMy WebLinkAboutPFM00588N0SCALE IN FEET10005001 2APPROVED BYSPECIFICATION NO.FILE NO./LOCATIONDATEOFSHEETReference Documents:City Standard Specifications - January 2016 EditionCity Engineering Standards - January 2016 Edition1. 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" LICENSE ATTHE TIME THE CONTRACT IS AWARDED.3. CONTRACTOR TO SUBMIT TRAFFIC CONTROL PLAN PER,MODIFIED ENGINEERING STANDARD APPENDIX G, FIGURES "B"AND "M", SHOWING DETOUR AT CAPITOLIO AND LANE CLOSUREAT VIA ESTEBAN FOR THRU TRAFFIC FOR APPROVAL.4. CONTRACTOR TO SUBMIT PROJECT SCHEDULE FOR APPROVALPRIOR TO START OF CONSTRUCTION.5. POTHOLING SHALL BE FIRST ORDER OF WORK.6. SOUTHERN CALIFORNIA GAS COMPANY REPRESENTATIVE MUSTBE PRESENT WHEN WORK OPERATIONS ARE WITHIN 10 FEET OFHIGH PRESSURE GAS MAIN.index to planssheet no.descriptiongeneral notes:san luis obispo county, californiaMatthew A. Horn R.C.E. 63611City EngineerSACRAMENTO DRIVECMP REPLACEMENT90742-2017-1FEB 20171 VICINITY MAP AND GENERAL NOTES2 PLAN AND PROFILEPROJECTLOCATIONNo. C 63611Approved: MA
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smh(E) 10" Water(E) 8" Sewer(E) 8" Sewer(E) 16" H.P. GAS(E) 2" Gas(E) 8" Sewer(E) 2" Gas(E) 12" Water(E) 16" H.P. GAS(E) 2" GasDIDIsmh1+002+003+004+005+000+0010' P.U.E.10' P.U.E.6' P.U.E.5' P.U.Easement20' SoCalGas Easement(4) wmgas
wm
(7) gas
wm gassmh
driveway(4) ud
mailbox
(4) ud
drivewaydrivewaysign(2) udbenchmarkdist lightelec
wm
fhdriveway(2) udsigndrivewaysigndislot drain(2) uddrivewaysdmh sew latsew lat
sew lat
sew lat
sew lat
sew lat(E) 12" Waterstamp concudBRIDGER/WR/WR/WR/WR/WR/WR/W
R/W(E) 42" CMPStorm Drain156fire line
landscape backflowdaylight 99443landscape backflow(E) LandscapePlastic Pipes98710di90 10 2040SCALE: 1" = 20'1112(E) 42" RCP34183424
3430
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344611111111
1110101010Fire ServiceWater Service
Water Service
Water Service
(4) Water Services
10" WATER
Sewer LateralSewer LateralSewer Lateral
Sewer Lateral
Sewer Lateral
Sewer Lateral
Sewer LateralTOP OF (E) 16" H.P. GASTOP OF (E) 10" WATER(E) 8" SEWER(E) 42" CMP STORM DRAIN (.3% SLOPE)(N) 36" HDPE STORM DRAIN (42" O.D.).4% SLOPESTA 1+03
STORM DRAIN
BEGIN CURVE
℄ (E) STORM DRAINMANHOLE, #92Gas
Gas
Gas
16" H.P. GAS
℄(E) CATCH BASIN
8" SEWER
2" GAS
Landscape Backflow
Benchmark2Landscape BackflowDRAIN INLETDRAIN INLET(S)
DRAIN INLET
DRAIN INLET(E) 42" PVC STUB-OUT (CONFIRM)CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSACRAMENTO DRIVE CMP REPLACEMENT
VEJLDAMHH: 1" = 20'V: 1" = 2'FEB 201790742-2017-122PLAN AND PROFILES A C R A M E N T O D R I V EVIA ESTEBAN
C R E E K
1+002+003+004+005+000+00NOTE: DRIVEWAYS, UTILITIES AND OTHER FACILITIES ARE NOT SHOWN AT SOUTHSIDE OF STREET. LIDS SHOWN IN STREET HAVE NOT BEEN FIELD VERIFIED.NOTES:REMOVE (E) 42" CMP STORM DRAIN. INSTALL (N) 36" HDPE STORM DRAIN AT SAME ALIGNMENTAS EXISTING, .4% SLOPE. TRENCH PER ENGINEERING STANDARDS 6020 AND 6030.MAINTAIN A MINIMUM OF 12" VERTICAL SEPARATION FROM (E) 16" HIGH PRESSURE GAS MAIN(16 58" O.D.) AT CROSSING.REMOVE (E) TREE AND GRIND STUMP TO 2 FEET BELOW GRADE. REPLACE WITH (N) "LIVE OAK"PER ENGINEERING STANDARD 8250.REMOVE (E) VEGETATION BEHIND SIDEWALK ALONG ENTIRE CONSTRUCTION AREA, REPLACEPER ENGINEER'S DIRECTION.CONFIRM (E) 42" PVC STUB-OUT FROM MANHOLE AND CONNECT. IF STUB NOT SUITABLE,MODIFY (E) STORM DRAIN MANHOLE TO ACCOMMODATE 42" O.D. PIPE.MODIFY (E) CATCH BASIN TO ACCOMMODATE (N) 42" O.D. PIPE. (N) INVERT APPROXIMATELY 5.4"HIGHER THAN (E).REMOVE (E) SIDEWALK, CURB AND GUTTER AND REPLACE PER ENGINEERING STANDARD 4110.REMOVE (E) SIDEWALK TO BACK OF CURB AND REPLACE PER ENGINEERING STANDARD 4110.REMOVE (E) DRIVEWAYS AND REPLACE PER ENGINEERING STANDARD 2110. ELIMINATE UNDERSIDEWALK DRAINS.INSTALL (N) 24"x24"x12" DRAIN INLET WITH 6" PCC CURB AND CONNECT WITH 6" PIPE. CONNECT(E) DRAIN INLET(S) BEHIND SIDEWALK TO (N) STORM DRAIN WITH INSERTA-TEES.PLUG (E) CURB OUTLETS WITH NON-SHRINK GROUT.2" GRIND AND OVERLAY TO BIKE LANE LINE.REMOVE SEDIMENT FROM 42" REINFORCED CONCRETE PIPE (RCP). PROTECT CREEK, DO NOTDISPOSE OF SEDIMENT INTO THE CREEK.194196198200202204194196198200202123NOTE: EXACT LOCATIONS AND DEPTHS OF UNDERGROUND FACILITIES AREUNDETERMINED. CONTRACTOR SHALL VERIFY DEPTH OF ALL (E) UTILITIESPRIOR TO INSTALLING (N) STORM DRAIN. USE CAUTION WHEN DIGGING,PROFILES ARE FOR REFERENCE ONLY.420620420667891051112No. C 63611Approved: MA
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smh(E) 10" Water(E) 8" Sewer(E) 8" Sewer(E) 16" H.P. GAS(E) 2" Gas(E) 8" Sewer(E) 2" Gas(E) 12" Water(E) 16" H.P. GAS(E) 2" GasDIDIsmh1+002+003+004+005+000+0010' P.U.E.10' P.U.E.6' P.U.E.5' P.U.Easement20' SoCalGas Easement(4) wmgas
wm
(7) gas
wm gassmh
driveway(4) ud
mailbox
(4) ud
drivewaydrivewaysign(2) udbenchmarkdist lightelec
wm
fhdriveway(2) ud
signdrivewaysigndi
slot drain(2) uddrivewaysdmh sew latsew lat
sew lat
sew lat
sew lat
sew lat(E) 12" Waterstamp concudBRIDGER/WR/WR/WR/WR/WR/WR/W
R/W(E) 42" CMPStorm Drain156fire line
landscape backflowdaylight 99443landscape backflow(E) LandscapePlastic Pipes98710di90 10 2040SCALE: 1" = 20'1112(E) 42" RCP34183424
3430
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1110101010(E) GAS SERVICEREMOVE (E) TREE- 9' to back of curbGAS METERS RELOCATEDBY SO CAL GASREMOVE (E) TREE1314REPLACE STRIPINGFire ServiceWater Service
Water Service
Water Service
(4) Water Services
10" WATER
Sewer LateralSewer LateralSewer Lateral
Sewer Lateral
Sewer Lateral
Sewer Lateral
Sewer LateralTOP OF (E) 16" H.P. GASTOP OF (E) 10" WATER(E) 8" SEWER(E) 42" CMP STORM DRAIN (.3% SLOPE)(N) 36" HDPE STORM DRAIN (42" O.D.).4% SLOPESTA 1+03
STORM DRAIN
BEGIN CURVE
℄ (E) STORM DRAINMANHOLE, #92Gas
Gas
Gas
16" H.P. GAS
℄(E) CATCH BASIN
8" SEWER
2" GAS
Landscape Backflow
Benchmark2Landscape BackflowDRAIN INLET
DRAIN INLET(S)
DRAIN INLET
DRAIN INLET(E) 42" PVC STUB-OUT (CONFIRM)4' TOP OF GAS5' TOP OF GAS3'-4" TOP OF GASCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSACRAMENTO DRIVE CMP REPLACEMENT
VEJLDAMHH: 1" = 20'V: 1" = 2'FEB 201790742-2017-122PLAN AND PROFILES A C R A M E N T O D R I V EVIA ESTEBAN
C R E E K
1+002+003+004+005+000+00NOTE: DRIVEWAYS, UTILITIES AND OTHER FACILITIES ARE NOT SHOWN AT SOUTHSIDE OF STREET. LIDS SHOWN IN STREET HAVE NOT BEEN FIELD VERIFIED.NOTES:REMOVE (E) 42" CMP STORM DRAIN. INSTALL (N) 36" HDPE STORM DRAIN AT SAME ALIGNMENTAS EXISTING, .4% SLOPE. TRENCH PER ENGINEERING STANDARDS 6020 AND 6030.MAINTAIN A MINIMUM OF 12" VERTICAL SEPARATION FROM (E) 16" HIGH PRESSURE GAS MAIN(16 58" O.D.) AT CROSSING.REMOVE (E) TREE AND GRIND STUMP TO 2 FEET BELOW GRADE. REPLACE WITH (N) "LIVE OAK"PER ENGINEERING STANDARD 8250.REMOVE (E) VEGETATION BEHIND SIDEWALK ALONG ENTIRE CONSTRUCTION AREA, REPLACEPER ENGINEER'S DIRECTION.CONFIRM (E) 42" PVC STUB-OUT FROM MANHOLE AND CONNECT. IF STUB NOT SUITABLE,MODIFY (E) STORM DRAIN MANHOLE TO ACCOMMODATE 42" O.D. PIPE.MODIFY (E) CATCH BASIN TO ACCOMMODATE (N) 42" O.D. PIPE. (N) INVERT APPROXIMATELY 5.4"HIGHER THAN (E).REMOVE (E) SIDEWALK, CURB AND GUTTER AND REPLACE PER ENGINEERING STANDARD 4110.REMOVE (E) SIDEWALK TO BACK OF CURB AND REPLACE PER ENGINEERING STANDARD 4110.REMOVE (E) DRIVEWAYS AND REPLACE PER ENGINEERING STANDARD 2110. ELIMINATE UNDERSIDEWALK DRAINS.INSTALL (N) 24"x24"x12" DRAIN INLET WITH 6" PCC CURB AND CONNECT WITH 6" PIPE. CONNECT(E) DRAIN INLET(S) BEHIND SIDEWALK TO (N) STORM DRAIN WITH INSERTA-TEES.PLUG (E) CURB OUTLETS WITH NON-SHRINK GROUT.2" GRIND AND OVERLAY TO BIKE LANE LINE.REMOVE SEDIMENT FROM 42" REINFORCED CONCRETE PIPE (RCP). PROTECT CREEK, DO NOTDISPOSE OF SEDIMENT INTO THE CREEK.194196198200202204194196198200202123NOTE: EXACT LOCATIONS AND DEPTHS OF UNDERGROUND FACILITIES AREUNDETERMINED. CONTRACTOR SHALL VERIFY DEPTH OF ALL (E) UTILITIESPRIOR TO INSTALLING (N) STORM DRAIN. USE CAUTION WHEN DIGGING,PROFILES ARE FOR REFERENCE ONLY.420620420667891051112REMOVE / RE-INSTALL FIRE HYDRANT AND LATERAL.REMOVE / RE-INSTALL STREET LIGHT WITH PULL BOXES / FUSES PER ENGINEERINGSTANDARD 7910.PLANT BUSHES (5 TOTAL) ALONG PROPERTY FRONTAGES FOR LANDSCAPE REPLACEMENT.131415TRIMRECORD DRAWINGDATE:BY:AUGUST 2017JDLR