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Home My WebLink AboutItem 3 - COUNCIL READING FILE_a_Bullock Plan SetReference Documents:City Standard Specifications - May 2018 EditionCity Engineering Standards - May 2018 Edition1.IT WILL 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 PERMITTEE SHALL ALSOCONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OFCABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUNDFACILITIES.2.THE CONTRACTOR MUST POSSESS A CLASS "A" LICENSE AT THETIME OF BID OPENING.3.THE CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECTEXCAVATION LIMITS WITH ENGINEER PRIOR TO EXCAVATING.4.REMOVE CONTAMINATED SOIL PER APPROVED APCD PERMITAND HEALTH AND SAFETY PLAN.5.ALL WORK IN THE CREEK MUST BE COMPLETE BY OCTOBER 1stPER WATER BOARD GUIDELINES6.TOPOGRAPHIC INFORMATION SHOWN IS BASED ON ELEVATIONSGATHERED WITH GPS AND IS SHOWN FOR REFERENCE ONLY,CONTRACTOR TO VERIFY ELEVATIONS IN THE FIELD.7.THE CONTRACTOR MUST POTHOLE AND VERIFY LOCATION OFALL EXISTING FACILITIES PRIOR TO EXCAVATION WORK PERSECTION 77-1.03A(1)index to planssheet no.descriptiongeneral notes:san luis obispo county, californiaBULLOCK STORMDRAIN REPAIR1.COVER SHEET, GENERAL NOTES2.DEMOLITION AND EXCAVATION PLAN3.PROPOSED IMPROVEMENTS ANDGRADING PLAN4.CULVERT PROFILE AND DETAILS5.SECTIONS AND DETAILS6.SECTIONS AND DETAILSAPPROVED BYSPECIFICATION NO.DATEofSHEETManuel Guzman , Construction Engineering Manager R.C.E. C78236 Approved Datefor Matthew Horn City Engineer6June 10, 2020909391FILE NO./LOCATION[MO DAY, YEAR]ProjectLocationPROPOSEDEXISTINGCURB AND GUTTER SANITARY SEWER LINE WATER MAIN SANITARY SEWER MANHOLE TOPOGRAPHIC LINE ASPHALTWATER VALVEWWWGGGGAS LINE SSSCATCH BASIN CITY STD. 3350FIRE HYDRANT OVERHEAD UTILITY POLE ACASPHALT CONCRETEBMBENCH MARKBWBACK OF WALKCBCATCH BASINC.I.CAST IRONC&GCURB AND GUTTERCMPCORRUGATED METAL PIPED.I.DUCTILE IRONDODRAINAGE OUTLETDWDRIVEWAY(E)/EXEXISTINGENGENGINEERINGFGFINISHED GRADEFLFLOWLINEGGASGBGRADE BREAKINVINVERTLFLINEAR FEETLPLOW POINTMHMANHOLE(N)NEWO.E. OVER EXCAVATIONPCC CONCRETEPPPOWER POLESSLOPESDSTORMDRAINSSSANITARY SEWERSTDSTANDARDSWSIDEWALKTCTOP OF CURBT.O.W. TOP OF WALLTTC THEORETICAL TOP OF CURBUTLUTILITYVCPVITRIFIED CLAY PIPEWWATERRETAINING WALL No. C 88309RIC HARD C. BURDECIVILR EGISTER E D PROFESSIONAL ENGINEERSTATE OF CALI FORNIA NRIP RAPPCC SIDEWALK AC CURBNo. C 78236M A NUEL GUZMANCIVILR EGISTER E D PROFESSIONAL ENGINEERSTATE OF CALI FOR NIA 95% REVIEW - NOT FOR CONSTRUCTION SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWILLOW CT.BULLOCK LN.CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONBULLOCK STORM DRAIN REPAIR RBRBBNMGJune 10, 2020909396DEMOLITION AND EXCAVATION PLAN21"=10'01020Demolition Legend:CONTAMINATED SOIL TO BE REMOVEDSOIL TO BE EXCAVATED(E) 54" CMP PIPE SECTION TO BE REMOVED(E) SANDBAG RETAINING WALL TO BE REMOVEDNO WORK ALLOWED WITHIN 25' OF CENTERLINETHE RAILROAD TRACKSNNo. C 88309RIC HARD C. BURDECIVILR E GISTER E D PROFESSIONAL ENGINEERSTATE OF CALI FOR NIA 95% REVIEW - NOT FOR CONSTRUCTION SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWILLOW CT.BULLOCK LN.ASHEET 5ASHEET 5BSHEET 5BSHEET 5CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONBULLOCK STORM DRAIN REPAIR RBRBBNMGJune 10, 2020909396PROPOSED IMPROVEMENTS AND GRADING PLAN31"=10'N01020No. C 88309RIC HARD C. BURDECIVILR E GISTER E D PROFESSIONAL ENGINEERSTATE OF CALI FOR NIA 95% REVIEW - NOT FOR CONSTRUCTION ELEVATIONBULLOCK LANE STORM DRAIN PROFILESCALE: H: 1"=10', V: 1"=5'FG =2:1 MAX SLOPEBBAAEDDE2'-0"6'-0" 2'-0"FGCC112 :1 SLOPEFGFGCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONBULLOCK STORM DRAIN REPAIR RBRBBNMGAS NOTEDJune 10, 2020909396CULVERT PROFILE AND DETAILS4SECTION A-A10'0 SCALE: 1" = 5'SECTION B-B10'0 SCALE: 1" = 5'SECTION C-C5'0 SCALE: 1" = 2.5'SECTION E-E10'0 SCALE: 1" = 5'FRONT ELEVATION OF CULVERT10'0 SCALE: 1" = 5'SECTION D-D10'0 SCALE: 1" = 5'No. C 88309RIC HARD C. BURDECIVILR E GISTER E D PROFESSIONAL ENGINEERSTATE OF CALI FOR NIA 90% REVIEW - NOT FOR CONSTRUCTION SECTION - ASCALE: H: 1"=10', V: 1"=5'SECTION - BSCALE: H: 1"=10', V: 1"=5'CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONBULLOCK STORM DRAIN REPAIR RBRBBNMGJune 10, 2020909396SECTIONS AND DETAILS5AS SHOWNNTSSAND BAG BERM DETAIL 1FLOW DIRECTIONSAND BAGS,TYP.PLASTIC LINERPLANSECTION A-ASECTION B-BWRAP PLASTICLINER UP EDGE OFCULVERT WALLNOTES:1.STACK SAND BAGS TO PREVENT CONTAMINATED WATER FROM FLOWINGDOWNSTREAM OF WORK2.USE A SUMP PUMP TO REMOVE ALL WATER AND FLUID AT THE BERM3.PLACE SAND BAG BERM DOWNSTREAM OF THE USE OF ANY FLUIDSMIN. 2' HEIGHTNo. C 88309RIC HARD C. BURDECIVILR E GISTER E D PROFESSIONAL ENGINEERSTATE OF CALI FOR NIA 95% REVIEW - NOT FOR CONSTRUCTION CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONBULLOCK STORM DRAIN REPAIR RBRBBNMGJune 10, 2020909396SECTIONS AND DETAILS6AS SHOWNNo. C 88309RIC HARD C. BURDECIVILR E GISTER E D PROFESSIONAL ENGINEERSTATE OF CALI FOR NIA 95% REVIEW - NOT FOR CONSTRUCTION