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Reference 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 PERENGINEERING STANDARD APPENDIX G, FIGURE "B" WITH AMINIMUM OF TWO (2) FLAGGERS THROUGHOUT THE DURATIONOF THE PROJECT.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, californiaNo. C 63611MA
TTHEW A. HORNCIVILREGISTER
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ROFESSIONAL ENGINEERSTATE OF CALI
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IA DUNCAN ROAD CMPREPLACEMENT1 VICINITY MAP and GENERAL NOTES2 PLAN AND PROFILEAPPROVED BYSPECIFICATION NO.DATEofSHEETMatthew A. Horn, City Engineer R.C.E. C63611 Approved Date2OCTOBER 201790742-2017-21FILE NO./LOCATION[MO DAY, YEAR]PROJECTLOCATION0SCALE IN FEET5001000NRECORD DRAWINGS
(N) 30" HDPE PIPE (36" O.D.)℄(E) CATCH BASIN
Face of Curb
Face of Curb / ROW
Back of Walk / ROW
(E) 36" CMP Storm Drain (to Orcutt Road)(ABD) 1 1/2" Water
(E) 6" Sewerline
(E) 2" Gas
(E) 10" DI Water SLOPE = .5% ±214.01 FL(N) PCC COLLAR
(E) GradesdsmhR/WR/WR/WR/WR/WR/WcbcbmarkerwmPacTelgasgasSBCsmhppppguytelecom(ABD) 1 1/2" Water(E) 6" VCP Sewer(E) 2" Gas(E) 10" DI Waterdrivewaydrivewaydrivewaysignsign(E) 36" RCP Storm Drain(E) 30" CMP Storm DraindrivewaydrivewaydrivewayN
(E) 1 1/2" Gas
pppppp(2) wmhchcgascurbfence behind curbfence behind curbfence14866'9'45'3263.5'577912' ±10'101111(N) CLASS 3 PCC COLLAR12"12"MIN.(N) 30" HDPE PIPE(E) 30" CMP PIPE(2) #4 HOOPS3"3" TYP.CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONDUNCAN ROAD CMP REPLACEMENT
VEJLMGMHAS NOTEDOCTOBER 201790742-2017-22PLAN AND PROFILEAPPROVED: [Mo Day, Yr]2No. C 63611MA
TTHEW A. HORNCIVILR EGISTERE
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PROFESSIONAL ENGINEERSTATE OF CALI
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IA D U N C A N R O A DORCUTT NOTE: 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.2202251230SCALE IN FEET20404NOTES:REMOVE (E) 30" CMP STORM DRAIN. INSTALL (N) 30" HDPE STORM DRAIN AT SAMEALIGNMENT AS EXISTING. TRENCH PER ENGINEERING STANDARD 6020.REMOVE (E) 18" CURB AND GUTTER AND REPLACE PER ENGINEERING STANDARD4030.REMOVE (E) SIDEWALK TO BACK OF CURB AND REPLACE PER ENGINEERINGSTANDARD 4110.REMOVE (E) A.C. PAVEMENT AND REPLACE 6" A.C. PAVEMENT PER ENGINEERINGSTANDARD 6020.REMOVE (E) PCC COLLAR (EXACT LOCATION UNDETERMINED).CONNECT (N) 30" HDPE STORM DRAIN TO (E) CATCH BASIN PER ENGINEERINGSTANDARD 3540.INSTALL 22 12° BEND AS NECESSARY.CONNECT (E) 30" CMP STORM DRAIN TO (N) HDPE STORM DRAIN PER DETAIL "A"ABOVE.SAW CUT AT JOINT (CRACK) IN PCC. REMOVE (E) PCC DRIVEWAY PANEL ANDREPLACE IN KIND. FOR REBAR, CONCRETE THICKNESS, CONCRETE CLASS, BASECLASS AND BASE THICKNESS, SEE ENGINEERING STANDARD 2115.REMOVE AND REINSTALL 24' (E) CHAIN LINK FENCING.BACKFILL TRENCH AND ROADWAY REPAIR WITH CLASS III BASE OR 1-SACKSLURRY.56215NOT TO SCALEPIPE CONNECTIONA21078220225215210SCALEH: 1" = 20'V: 1" = 2'91011
(N) 30" HDPE PIPE (36" O.D.)℄(E) CATCH BASIN
Face of Curb
Face of Curb / ROW
Back of Walk / ROW
(E) 36" CMP Storm Drain (to Orcutt Road)(ABD) 1 1/2" Water
(E) 6" Sewerline
(E) 2" Gas
(E) 10" DI Water SLOPE = .5% ±214.01 FL(N) PCC COLLAR
(E) GradesdsmhR/WR/WR/WR/WR/WR/WcbcbmarkerwmPacTelgasgasSBCsmhppppguytelecom(ABD) 1 1/2" Water(E) 6" VCP Sewer(E) 2" Gas(E) 10" DI Waterdrivewaydrivewaydrivewaysignsign(E) 36" RCP Storm Drain(E) 30" CMP Storm DraindrivewaydrivewaydrivewayN
(E) 1 1/2" Gas
pppppp(2) wmhchcgascurbfence behind curbfence behind curbfence14866'9'45'3263.5'577912' ±10'101111CONSTRUCTION DID NOT ENTER PRIVATEDRIVEWAY BEHIND RIGHT-OF-WAY.20'20'(N) CLASS 3 PCC COLLAR12"12"MIN.(N) 30" HDPE PIPE(E) 30" CMP PIPE(2) #4 HOOPS3"3" TYP.CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONDUNCAN ROAD CMP REPLACEMENT
VEJLMGMHAS NOTEDOCTOBER 201790742-2017-22PLAN AND PROFILEAPPROVED: [Mo Day, Yr]2No. C 63611MA
TTHEW A. HORNCIVILR EGISTER
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D
P
ROFESSIONAL ENGINEERSTATE OF CALI
FORN
IA D U N C A N R O A DORCUTT NOTE: 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.2202251230SCALE IN FEET20404NOTES:REMOVE (E) 30" CMP STORM DRAIN. INSTALL (N) 30" HDPE STORM DRAIN AT SAMEALIGNMENT AS EXISTING. TRENCH PER ENGINEERING STANDARD 6020.REMOVE (E) 18" CURB AND GUTTER AND REPLACE PER ENGINEERING STANDARD4030.REMOVE (E) SIDEWALK TO BACK OF CURB AND REPLACE PER ENGINEERINGSTANDARD 4110.REMOVE (E) A.C. PAVEMENT AND REPLACE 6" A.C. PAVEMENT PER ENGINEERINGSTANDARD 6020.REMOVE (E) PCC COLLAR (EXACT LOCATION UNDETERMINED).CONNECT (N) 30" HDPE STORM DRAIN TO (E) CATCH BASIN PER ENGINEERINGSTANDARD 3540.INSTALL 22 12° BEND AS NECESSARY.CONNECT (E) 30" CMP STORM DRAIN TO (N) HDPE STORM DRAIN PER DETAIL "A"ABOVE.SAW CUT AT JOINT (CRACK) IN PCC. REMOVE (E) PCC DRIVEWAY PANEL ANDREPLACE IN KIND. FOR REBAR, CONCRETE THICKNESS, CONCRETE CLASS, BASECLASS AND BASE THICKNESS, SEE ENGINEERING STANDARD 2115.REMOVE AND REINSTALL 24' (E) CHAIN LINK FENCING.BACKFILL TRENCH AND ROADWAY REPAIR WITH CLASS III BASE OR 1-SACKSLURRY.56215NOT TO SCALEPIPE CONNECTIONA21078220225215210SCALEH: 1" = 20'V: 1" = 2'91011RECORD DRAWINGDATE:BY:FEB 2018JDLR