HomeMy WebLinkAboutItem 08 - COUNCIL READING FILE_a_Project PlansPROJECT LOCATION12/11/2018110APPROVED BYSPECIFICATION NO. 91156FILE NO./LOCATIONDATEOFSHEETReference Documents:City Standard Specifications - May 2018 EditionCity Engineering Standards - May 2018 Edition1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ORPERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERTU.S.A. TOLL FREE AT 811 A MINIMUM OF 2 WORKING DAYS PRIORTO START OF CONSTRUCTION FOR LOCATION OF POWER,TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES.CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THEAPPROPRIATE 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 OF BID OPENING AND MAINTAIN SUCH THROUGHOUTTHE COURSE OF THE CONTRACT. ALSO SEE SPECIALPROVISIONS FOR REQUIRED SPECIAL CERTIFICATIONS FOROSHA CONFINED SPACE ENTRY.3. FOR SIDEWALK, CURB, GUTTER, AND PAVEMENT REMOVAL, SEESHEETS 4 THROUGH 7.san luis obispo county, californiaindex to planssheet no. descriptionMATT HORN R.C.E. 63611City Engineergeneral notes:LEGENDEXISTING PROPOSED DESCRIPTIONSPOT ELEVATIONSSEWER MANHOLESEWER CLEANOUTSERVICE LATERAL(W=WATER, G=GAS, U=UTILITIES)SERVICE METER (W=WATER)DOUBLE SERVICE METER (W=WATER)SEWER LATERALFIRE HYDRANTSTORM DRAIN MANHOLESTORM DRAIN CATCH BASINGATE VALVECAPSURVEY MONUMENTBENCH MARKSLOPE PERCENTAGEABANDON UTILITYEDGE OF PAVEMENTREDUCER / INCREASERWATER LINESEWER FORCE MAINGRAVITY SEWER LINESTORM DRAINUNDERGROUNDGAS LINEUNDERGROUND UTILITYLINE LOCATIONUNDERGROUNDELECTRICAL LINEUNDERGROUNDCABLE TELEVISION LINEUNDERGROUNDTELEPHONE LINERIGHT OF WAYEASEMENTCENTERLINEBARBED WIRE FENCECHAIN LINK FENCERETAINING WALLFLOWLINEENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNINGCONSULTANT NAME:STORM DRAINCULVERT REPAIRSBROAD STREETAT LEFF STREET1 TITLE SHEET2 TOPOGRAPHIC SURVEY3LATERAL SD PLAN AND PROFILES4 NORTH ADA RAMP5EAST ADA RAMP6WEST ADA RAMP7 SOUTH ADA RAMP8CULVERT REPAIR PLAN9CULVERT CONSTRUCTION DETAILS10STORM DRAIN CULVERT PHOTOGRAPHS& EROSION CONTROL PLANCOCO%2.00%(2.00)No. 49779
300DSDMH# 316RIM 203.72'INV 200.87' 12"CMPSSSMH# 317RIM 203.47'INV 197.30' 8"VCPDSDMH# 336RIM 202.75'INV 200.04'PPSD LID# 359RIM 202.48'INV 199.66' 12"CMP202.70202.42202.44202.48202.29202.29202.26202.3712"TREE202.57202.43202.58202.55202.68202.68202.12205.22TOW=205.21TOW=203.73203.82205.36TOW=205.34TOW=205.27TOW=203.79203.74203.70203.47203.46203.66203.81203.20FL CURB DRAIN=205.49TOW=205.72TOW=PP202.05202.086IN TREE202.04202.12WLWLWLWL10051006189.83189.8418" SYCAMORE30'40'30'30'#100710' STREETTREEEASEMENT6' PUE10' CULVERTEASEMENT ASSHOWN ONTRACT NO. 62330'30'30'30'P.C.C. CULVERT BELOWP.C.C. CULVERTGAS
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O/H202.50202.58202.50202.37202.41202.37202.31202.29202.29202.29202.35202.26202.32202.46202.46202.45202.12202.14202.07202.08202.09202.05202.22202.23202.01202.26202.00201.97202.01201.95202.10202.10202.14202.13202.31202.30203.78203.84203.81203.77203.74203.78203.78203.74203.80203.95203.93204.03204.26204.18204.49204.63204.91204.77205.09205.27204.80204.32203.74203.30202.78202.83202.91202.67TC=202.08FL=202.58TC=201.97FL=202.49TC=201.77FL=201.63202.45TC=202.30FL=202.37TC=202.31TC=202.25TC=202.00FL=201.82CF=202.25TC=201.49FL=202.25TC=201.68FL=202.35TC=201.82FL=201.72FL=202.00TC=202.07TC=201.72FL=202.19TC=201.73FL=201.41FL CURB DRAIN=202.02FL=202.21TC=201.99FL=202.02TC=202.05TC=201.85FL=202.04TC=201.71FL=201.20FL=201.95TC=201.39FL=202.00TC=201.58FL=202.21TC=203.11FL=203.68TC=203.12FL=203.67TC=203.48TC=203.29FL=203.57TC=203.26FL=203.83TC=203.28FL=204.00FL=204.34TC=204.55FL=204.96TC=204.29FL=204.74TC=203.67204.16TC=203.04FL=203.56TC=203.13TC=202.52FL=201.98SD LID# 655RIM 201.98'INV 199.11' 12"CMPELETELBRO
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202.5202.5202.5204.5204.0203.5203.0204.5204.0203.5203.0202.0201.5202.0202.0202.0203.5202.0202.0LEGENDELEUNDERGROUND ELECTRICALGASUNDERGROUND GASUNDERGROUND STORM DRAINSSUNDERGROUND SANITARY SEWERTELUNDERGROUND TELEPHONEO/HOVERHEAD UTILITY LINEWLUNDERGROUND WATERSTORM DRAIN MANHOLESANITARY SEWER MANHOLEFIRE HYDRANTWATER METERWATER VALVEPOWER POLESTREET SIGN/SIGN POSTSURVEY MONUMENT AND NUMBERBRUSH LINE/DRIP LINE1007INTERMEDIATE CONTOURINDEX CONTOUR100PPWDSTREE WITH DIAMETER NOTEDBUILDING OUTLINECONCRETEWALLRIGHT OF WAY BOUNDARYRIGHT OF WAY CENTERLINEEASEMENT BOUNDARYSURVEY CONTROL POINTSPT. NO.30010041005100610101012NORTHING2296635.222296842.792296696.162296642.692296930.132296383.58EASTING5767724.685767969.225767670.475767683.055767482.605767311.04ELEV.202.39204.48204.22202.02214.50203.47DESC.FOUND 1"IRON PIPE LS 4845FOUND PIN IN WELLFOUND PIN BM #87FOUND PIN IN CONCRETEFOUND IRON PIPE IN WELLFOUND NAIL IN CONCRETEDRAWING FILE NAME: 061-068-TOPO.DWG LAYOUT NAME: SHEET 1SURVEY NOTES1. THE HORIZONTAL DATUM FOR THIS SURVEY IS THENORTH AMERICAN DATUM OF 1983, CORS 1996ADJUSTMENT [NAD83(CORS96)], EPOCH DATE OF2002.0000.2. THE PROJECTION USED IS THE CALIFORNIACOORDINATE SYSTEM OF 1983 (CCS83), ZONE 5PROJECTION.3. THIS SURVEY TIED TO CITY OF SAN LUIS OBISPODATUM.4. THE ORTHOMETRIC HEIGHTS (ELEVATIONS) ARE BASEDON THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD88). THIS SURVEY TIED TO CITY OF SAN LUISOBISPO DATUM.5. THE CONTOUR INTERVAL IS 0.5 FEET.6. UNDERGROUND UTILITY LOCATIONS ARE PLOTTEDBASED ON ABOVE GROUND PAINT MARKS BY OTHERS,ABOVE GROUND SURFACE STRUCTURES. ACTUALLOCATION MAY DIFFER. ADDITIONAL UNDERGROUNDUTILITY LINES MAY EXIST. FOR INFORMATIONREGARDING UTILITY LOCATION, SIZE, DEPTH,CONDITION, AND CAPACITY CONTACT UTILITY ORMUNICIPAL/PUBLIC SERVICE FACILITY.7. UNDERGROUND PIPE SIZES ARE BASED ON VISUALOBSERVATIONS MADE FROM THE SURFACE AND AREAPPROXIMATE.8. OTHER EASEMENTS MAY AFFECT THE PROPERTYSHOWN HEREON MAY EXIST. NO TITLE INFORMATIONWAS PROVIDED. NO ATTEMPT HAS BEEN MADE TOPLOT ALL EASEMENTS.REVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#STORM DRAIN CULVERT REPAIRSTOPOGRAPHIC SURVEYSGTPRSGTJuly 16 201391156002040(IN FEET)10GRAPHIC SCALE1 IN = 20 FTTHE EOR STATES THATTHE SURVEYINFORMATION SHOWNON THIS SHEETREFLECTS THE SURVEYTHAT WAS PERFORMEDON DECEMBER 27, 2012.
DSDMH# 316RIM 203.72'INV 200.87' 12"CMPSSSMH# 317RIM 203.47'INV 197.30' 8"VCPDSDMH# 336RIM 202.75'INV 200.04'PPPPWLWLWLWLGAS
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SD LID# 655RIM 201.98'INV 199.11' 12"CMPSDSDSDSDELEVATIONSTATION1971982002022041971982002022040+00 0+20 0+40 0+604.41%EL: 200.87EL: 199.11STA: 0+07.98ELEV: 203.726" MINIMUMCLEARANCE6" MINIMUMCLEARANCE7.55'± NEW FS, CURBFACE TO SAWCUT LINEELEVATIONSTATION1881901921941961982002022041881901921941961982002022040+00 0+20 0+3536.39%EL: 198.96STA: 0+10.00ELEV: 201.98EL: 191.60EL: 190.09EL: 190.10EL: 194.80EL: 193.10ELEVATIONSTATION1901921941961982002022041901921941961982002022040+00 0+20 0+40 0+4321.35%EL: 195.34EL: 192.19EL: 199.66EL: 190.79EL: 193.79EL: 197.16ELEVATIONSTATION1901921941961982002022041901921941961982002022040+00 0+20 0+24EL: 200.04STA: 0+15.07ELEV: 202.73EL: 191.14EL: 191.22EL: 195.2965.01%EL: 195.96EL: 201.5412EXISTING CMP DRAIN TO BEREMOVED, NEW 18" HDPESTORM DRAIN IN SAMEALIGNMENT/PROFILEEXISTING CB TO REMAIN1. 2" MIN CLR OPENING ALL AROUND NEW PIPE, COREAND ENLARGE OPENING AS REQUIRED. CEMENTMORTAR GROUT OPENING/ANNULUS.2. PIPE AND GROUT FLUSH WITH INTERIOR WALL OF(E) CATCH BASIN.Scale: HORIZONTAL 1" = 10'SD PROFILE 2 - WEST TO SOUTH CORNER (N) INLETREVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#STORM DRAIN CULVERT REPAIRSLATERAL SD PLAN AND PROFILESSGT/EESMJHCAC12/11/201891156Scale: HORIZONTAL 1" = 10'SD PROFILE 3 - SOUTH CORNER (N) INLET TO CULVERTScale: HORIZONTAL 1" = 10'SD PROFILE 4 - EAST CORNER (N) INLET TO CULVERTVERTICAL 1" = 5'VERTICAL 1" = 5'VERTICAL 1" = 5'(E) SURFACE(N) INLET, SEE REFERENCENOTE 314, SHEET 7(E) INLET TO REMAIN(E) SURFACE(N) 12" DUCTILE IRON SD(N) INLET PER CITY STD.DETAIL 3350 (MODIFIED)(N) 18" HDPE SD(E) SURFACE(N) INLET PER CITY STD.DETAIL 3350 (MODIFIED)(E) ARCHCULVERTScale: HORIZONTAL 1" = 10'CULVERT LATERAL PLANSOUTH CORNERSEE SHEET 7NORTH CORNERSEE SHEET 4WEST CORNERSEE SHEET 6EAST CORNERSEE SHEET 5333001020(IN FEET)5GRAPHIC SCALE1 IN = 10 FTLEFF STREETBRO
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>FLOW303REMOVE (E) CATCHBASIN, SEE SHEET 5(E) 12" CMP, REMOVESEE PROFILE 2THIS SHEETSEE PROFILE 3THIS SHEET309SEE SHEET 8 FORCULVERT REPAIR WORKSEE SHEET 8 FORCULVERT REPAIR WORK304SEE PROFILE 4THIS SHEET107(E) SS LINEINV UNKNOWN(E) GAS LINEINV UNKNOWN,POTHOLE PRIORTO CONSTRUCTION(E) 8" DUCTILE IRONWATER LINEAPPROX. INV POTHOLEPRIOR TO CONSTRUCTIONNEW CULVERTACCESS, SEESHEET 9309309FOR SIDEWALK, CURB,GUTTER AND PAVEMENTREMOVAL, SEE SHEETS 4THROUGH 7.301332SEE PROFILE 1THIS SHEET302Scale: HORIZONTAL 1" = 10'SD PROFILE 1 - NORTH CORNER INLET TO CULVERTVERTICAL 1" = 5'(E) ARCHCULVERTFINISHSURFACEFINISH SURFACE(E) INLET AND CATCHBASIN TO REMAIN(E) SURFACEFINISHSURFACE(N) 18" HDPE SD331306312REFERENCE NOTES:DESCRIPTIONGENERAL102PROTECT IN PLACE (E) UTILITY POLE. COORDINATE WITH POWERCOMPANY AS REQUIRED DURING CONSTRUCTION.107POTHOLE (E) UTILITY PRIOR TO STORM DRAIN REPLACEMENT301(N) HDPE STORM DRAIN, SIZE AS INDICATED ON SD PROFILES THISSHEET. HDPE SMOOTH WALL PIPE PER SECTION 64-2 and 74-4.02,SPECIAL PROVISIONS.302(N) PIPE PENETRATION AND (E) ARCH CULVERT PENETRATION REPAIRPER DETAIL D, SHEET 8. SEE PHOTO SET 3, SHEET 10 FOR EXIST. 12" CMP.303ABANDON IN PLACE (E) SD LATERAL PER CITY STD. DETAIL 6050, ANDFILL ENTIRE PIPELINE CAVITY WITH SLURRY. FINISH SHOTCRETE FLUSHWITH (E) INTERIOR CULVERT WALL AND DROP INLET WALL. REMOVE (E)SD LATERAL AS REQUIRED FOR INSTALLATION OF NEW CATCH BASIN.304REMOVE (E) 12" CMP STORM DRAIN AFTER BOX CULVERT AND ARCHCULVERT WORK IS COMPLETED.306REMOVE (E) 18" CMP STORM DRAIN309REMOVE (E) SHALLOW CMP STORM DRAIN, UNDER SAME EXTENT OFSIDEWALK REMOVAL.312(E) CATCH BASIN INLET TO REMAIN. REPLACE (E) SD WITH (N) SD. SEE SDPROFILE 1, THIS SHEET. PENETRATE NEW STORM DRAIN INTO (E) CATCHBASIN INLET AT SAME LOCATION AS EXISTING PENETRATION. REPAIRCATCH BASIN INLET PENETRATION PER CITY STD. DETAIL 3540, CASE A.331(N) PIPE PENETRATION, REPAIR ARCH CULVERT PENETRATION PERDETAIL D, SHEET 8.332NEW PRE-CAST FORMED OPENING IN 4X4 PRE-CAST BOX CULVERT TOACCOMMODATE NEW 18" HDPE SD. CUT SD FLUSH WITH INTERIORCEILING OF BOX CULVERT AND CEMENT MORTAR GROUT FINISHPENETRATION, FLUSH WITH NEW CULVERT CEILING.CULVERT STRUCTURESCATCH BASINSSTORM DRAIN FACILITIESGENERAL FACILITIESMATCH (E)PROFILE/ INVERTMATCH (E)PROFILE/ INVERTNOTE: (E) SDNOT SHOWNFOR CLARITYNOTE: (E) SDNOT SHOWNFOR CLARITY107107(E) GAS LINEINV UNKNOWN(N) PRE-CAST4X4 CULVERT,SEE SHEET 9No. 49779No. 59256119(E) BLUE REFLECTOR, PROTECT IN PLACE. IF REQUIRED TO BEREMOVED FOR SD CONSTRUCTION, REPLACE IN KIND WITH NEWREFLECTOR AND POSITION PER CITY STD. DETAIL 7920.333(N) 12" CML, POLY WRAPPED DI PIPE PER SPECIAL PROVISIONS,BACKFILL TRENCH USING 1-SACK SAND CEMENT SLURRY.NTSNORTH CORNER STORM DRAIN PENETRATION REPAIRA(N) CATCH BASIN,SEE SHEET 5119(E) 6" CI WATERLINE(ABANDONED IN PLACE)107(N) CATCH BASIN,SEE SHEET 7FL EL = 201.6(N) 18" HDPE SD(E) 6" CI WATERLINEABANDONED IN PLACE107TC=201.93'FL=201.35'SEE SHEET 7 FOREXTENT OF FSSEE REFERENCENOTE 101, SHEET 4TC=201.56'FL=202.29'SEE SHEET 5 FOREXTENT OF FSSEE REVISEDSHEET R4
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1.50%STA: 0+33.50BOTTOM RAMPELEV: 203.11 FL & TCSTA: 0+40.50BOTTOM RAMPELEV: 203.06 FL & TC4.61%3.37%1.87%0.63%0.28%
1.88%3.78%1.50%1.51%2.48%1.00%7.07%6.00%0.54%0.50%3.90%4.28%(4.1%)(4.1%)(1.6%)(202.78 FS)N: 2296692.72E: 5767709.30N: 2296687.48E: 5767668.55N: 2296696.01E: 5767677.81TOP RAMPN: 2296689.58E: 5767687.72N: 2296688.41E: 5767693.161.80%
5.81%(6.2%)(3.1%)N: 2296689.17E: 5767701.81TOP RAMPN: 2296686.51E: 5767705.37CENTER OF NEWCULVERT ACCESSSTA: 0+51.45TOP RAMPELEV: 202.51 FLELEV: 203.01 TC0+34.18OM RAMP: 203.29 FL & TC0.80%19.85'STA: 0+18.52N: 2296691.85E: 5767673.31TOP RAMPMATCH (E)ELEV: 203.51 FLELEV: 204.01 TC6.5'20.43'ELEVATIONSTATION2002022042062082002022042062080+000+200+400+60 0+765.04%2.67%0.71%6.00%0.46%3.92%STA: 0+33.50BOTTOM RAMPELEV: 203.11 FL & TCSTA: 0+40.50BOTTOM RAMPELEV: 203.06 FL & TCSTA: 0+18.52TOP RAMP, MATCH (E)ELEV: (203.51 FL) (204.01 TC)STA: 0+61.92ECR & MATCH (E)ELEV: (201.98 FL) (202.60 TC)STA: 0+51.46TOP RAMPELEV: 202.51 FL 203.01 TCCurve TableCurve #C 1Length43.24Radius30.00Delta82°34'55"REVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#STORM DRAIN CULVERT REPAIRSNORTH ADA RAMPSGTMJHCAC12/11/201891156Scale: HORIZONTAL 1" = 4'NORTH ADA RAMP PROFILEScale: HORIZONTAL 1" = 4'NORTH ADA RAMP PLAN481 IN = 4 FT200(IN FEET)GRAPHIC SCALE121143122(E) STRIPINGBROAD STREETCENTER LINELEFF STREETCENTER LINE(E) FLTC1431226.00'6.00'1083153'3'339132132MATCH (E)MATCH (E)MATCH (E)MATCH (E)(E)CONCRETE CURBPROTECT IN PLACE(E)PARKING LOTROW(E) CULVERTTO BE REPAIRED,SEE SHEET 8.150503136136504133504133141142142142FL(E) DIPROTECT IN PLACE(E) TCVERTICAL 1" = 2'REFERENCE NOTES:DESCRIPTION108REMOVE (E) TRAFFIC SIGN AND RESET IN SAME LOCATION PER CITY STD.DETAIL 7210. SIGN SHALL BE "WET SET" DURING RAMP CONSTRUCTION.REPLACE (E) SLEEVE WITH NEW SLEEVE PER CITY STD. DETAIL 7210.150RESTORE (E) STOP BAR IN ITS ENTIRETY132SAW CUT (E) CONCRETE SIDEWALK, CURB, OR GUTTER PER STD. DETAIL4010 AND 4910.133(E) CONCRETE SIDEWALK, CURB, GUTTER, OR INLET TO REMAIN.1366" RETAINING CURB PER CALTRANS STD. DETAIL A88A, CASE C.141REMOVE (E) AC PAVING AND REPLACE WITH 6" AC ON LEFF ST AND 10"AC ON BROAD ST. REMOVE AND RECOMPACT EXISTING BASE ASREQUIRED, AND ADD NEW CLASS 2 BASE AS REQUIRED TO RESTOREAGGREGATE BASE THICKNESS TO MATCH EXISTING.142(E) AC PAVEMENT TO REMAIN.339NEW CULVERT ACCESS, SEE DETAIL B, SHEET 9, AND SHEET 3.(E) LANDSCAPE TO REMAIN. PROTECT IN PLACE.REMOVE AND RESTORE LANDSCAPING TO PRE-CONSTRUCTIONCONDITION OR BETTER, AS REQUIRED FOR CONSTRUCTION.LANDSCAPING AND IRRIGATION SYSTEMS315PROTECT IN PLACE (E) DI.101PROTECT (E) BENCHMARK IN PLACE.503504121CONCRETE HANDICAP RAMP. DETECTABLE WARNING SURFACE PERCALTRANS STD. DETAIL A88A (CASE C) AND CITY STD. DETAIL 4440.122 6' WIDE INTEGRAL SIDEWALK PER CITY OF SLO STD. DETAIL 4110.143SAWCUT TO A NEAT AND CLEAN EDGE. TREAT WITH ASPHALTEMULSION BEFORE PLACEMENT OF NEW A.C. SECTION.STORM DRAIN FACILITIESSURFACE IMPROVEMENTSNo. 49779101131131131 6" CONCRETE CURB WITH 18" GUTTER PER CITY OF SLO STD. DETAIL 4030.LEFF STBROA
D ST6'MATCH (E)MATCHLINEFOR CONT SEE SHEET 5134134REMOVE (E) CONCRETE SIDEWALK, CURB, GUTTER & RAMP. REPLACEWITH NEW CONCRETE SIDEWALK, CURB, GUTTER AND RAMP PER CITY OFSLO STD DETAILS 4110, 4030, AND CALTRANS STD. DETAIL A88A.6.50'BROAD STPAVEMENT141LEFF STPAVEMENT
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WL STA: 0+37.48BOTTOM RAMPELEV: 201.62 FL & TCSTA: 0+21.36MATCH (E)ELEV: 202.46 TCELEV: 201.82 FLN: 2296640.45E: 5767731.54(202.05 FS)(202.37 FS)(9.0%)1.20%0.49%1.50%1.50%1.80%5.81%7.21%13.08
%10.22%9.25%(4.3%)(6.2%)(5.2%)(6.3%)(5.2%)STA: 0+64.31MATCH (E)ELEV: 202.25 TCELEV: 201.75 FL(8.9%)(9.2%)(5.5%)STA: 0+42.54BOTTOM RAMPELEV: 201.64 FL & TC7.23%7.45%7.45%9.00%8.82%0.41%6.50'ELEVATIONSTATION2002022042062082102002022042062082100+000+200+400+600+798.88%0.50%0.50%4.73%8.58%5.17%STA: 0+42.54BOTTOM RAMPELEV: 201.64 FL & TCSTA: 0+26.39(N) DIELEV: 201.56 FL 202.29 TCSTA: 0+37.48BOTTOM RAMPELEV: 201.62 FL & TCSTA: 0+64.31MATCH (E)ELEV: (201.75 FL) (202.25 TC)STA: 0+48.64TOP FLAREELEV: 201.67 FL 202.17 TCSTA: 0+47.73ECRELEV: 201.67 FL 202.09 TCSTA: 0+32.27TOP FLARE, BCRELEV: 201.59 FL 202.09 TCSTA: 0+21.36MATCH (E)ELEV: (201.82 FL) (202.46 TC)Curve TableCurve #C 1Length15.26Radius9.89Delta88°26'49"Line TableLine #L 1L 2Length16.5810.91DirectionN34°41'18"WN55°11'37"EREVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#STORM DRAIN CULVERT REPAIRSEAST ADA RAMPSGT/EESMJHCAC12/11/201891156Scale: HORIZONTAL 1" = 4'EAST ADA RAMP PROFILEScale: HORIZONTAL 1" = 4'EAST ADA RAMP PLAN124143(E) STRIPINGBROAD STREETCENTER LINELEFF STREETCENTER LINE(E) POWER POLEPROTECT IN PLACE(E) FL(E) FLTCFL4'-6"143143123131MATCH (E)MATCH (E)MATCH (E)111505314135(E) TREE,PROTECT IN PLACEROW5'(E) TC(E) TCFLTCVERTICAL 1" = 2'112142142133132132132481 IN = 4 FT200(IN FEET)GRAPHIC SCALE504504504REFERENCE NOTES:DESCRIPTION111(E) SURVEY MARKER. PROTECT IN PLACE OR RESET BY SURVEY.112(E) FIRE HYDRANT TO REMAIN.131 6" CONCRETE CURB WITH 18" GUTTER PER CITY OF SLO STD. DETAIL 4030.132SAW CUT (E) CONCRETE SIDEWALK, CURB, OR GUTTER PER STD. DETAIL4010 AND 4910.133(E) CONCRETE SIDEWALK, CURB, GUTTER, OR INLET TO REMAIN.141142(E) AC PAVEMENT TO REMAIN.REMOVE AND RESTORE LANDSCAPING TO PRE-CONSTRUCTIONCONDITION, AS REQUIRED FOR CONSTRUCTION.LANDSCAPING AND IRRIGATION SYSTEMS314REMOVE (E) CATCH BASIN AND GUTTER FLARES IN ITS ENTIRETY,REPLACE WITH NEW CATCH BASIN WITH 4 FT OPENING PER CITY OF SLOSTD DETAIL 3350 MODIFIED WITH 24 INCH GUTTER FLARES.504122 6' WIDE INTEGRAL SIDEWALK PER CITY OF SLO STD. DETAIL 4110.123 5' WIDE DETACHED SIDEWALK PER CITY OF SLO STD. DETAIL 4110.124CONCRETE HANDICAP RAMP. DETECTABLE WARNING SURFACE PERCALTRANS STD. DETAIL A88A (CASE A) AND CITY STD. DETAIL 4440.143SAWCUT TO A NEAT AND CLEAN EDGE. TREAT WITH ASPHALTEMULSION BEFORE PLACEMENT OF NEW A.C. SECTION.135PAINT CURBING RED IN ACCORDANCE WITH CITY OF SLO STANDARDSPECIFICATIONS, SECTION 59, "PAINTING".STORM DRAIN FACILITIESSURFACE IMPROVEMENTS(E) P.C.C. CULVERT BELOWNo. 49779MATCH (E)LEFF STBROAD ST505(E) LANDSCAPING TO REMAIN. PROTECT IN PLACE. RESTORELANDSCAPING TO PRE-CONSTRUCTION CONDITION.5'134MATC
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EET 4134REMOVE (E) CONCRETE SIDEWALK, CURB, GUTTER & RAMP. REPLACEWITH NEW CONCRETE SIDEWALK, CURB, GUTTER AND RAMP PER CITY OFSLO STD DETAILS 4110, 4030, AND CALTRANS STD. DETAIL A88A.141 6.50'
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O/H 12.90%6.72%1.58%1.01%2.95%(12.3%)(7.3%)(3.2%)(0.6%)(2.0%)(3.1%)STA: 0+22.51MATCH (E)ELEV: 203.71 TCELEV: 203.15 FLSTA: 0+47.07MATCH (E)ELEV: 203.90 TCELEV: 203.40 FL(FS: 203.36)(FS: 203.80)FS: 203.82FS: 203.82FS: 203.72FS: 203.77(FS: 204.03)STA: 0+34.18BOTTOM RAMPELEV: 203.29 FL & TCFS: 203.767.39%
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%8.68%8.42%7.50%0.85%1.10%(FS: 203.95)FS: 203.886.5'(FS: 203.40)13.94'STA: 0+28.91BOTTOM RAMPELEV: 203.25 FL & TC20.43'FS: 203.74FS: 203.78FS: 203.70ELEVATIONSTATION2002022042062082102002022042062082100+000+200+400+60 0+670.71%8.62%8.21%1.56%0.83%STA: 0+34.18BOTTOM RAMPELEV: 203.29 FL & TCSTA: 0+28.91BOTTOM RAMPELEV: 203.25 FL & TCSTA: 0+47.07MATCH (E)ELEV: 203.40 FL 203.90 TCSTA: 0+36.40ECRELEV: 203.31 FL 203.48 TCSTA: 0+26.69BCRELEV: 203.21 FL 203.43 TCSTA: 0+22.51MATCH (E)ELEV: 203.15 FL 203.71 TCSTA: 0+40.68TOP FLAREELEV: 203.35 FL 203.85 TCSTA: 0+19.09(E) INLET0.83%STA: 0+23.82TOP FLAREELEV: 203.17 FL 203.67 TCCurve TableCurve #C 1Length5.16Radius6.00Delta49°14'55"Line TableLine #L 1L 2Length4.1810.67DirectionS55°20'34"WS35°29'10"EREVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#STORM DRAIN CULVERT REPAIRSWEST ADA RAMPSGT/EESMJHCAC12/11/201891156Scale: HORIZONTAL 1" = 4'WEST CORNER - ADA RAMP PROFILEScale: HORIZONTAL 1" = 4'WEST CORNER - ADA RAMP PLAN481 IN = 4 FT200(IN FEET)GRAPHIC SCALE124(E) STRIPINGBROAD STREETCENTER LINELEFF STREETCENTER LINE(E)STORM DRAIN INLET,SEE SHEET 3(E) POWER POLEPROTECT IN PLACE143131(E) FL(E) FLFLTCS/W TO BEPROTECTEDIN PLACEROW109109109PRIVATE RESIDENCE133133133CITY R-O-W142132141141132(E) TC(E) TC5'MATCH (E)MATCH (E)MATCH (E)ROW142142VERTICAL 1" = 2'5'143315REFERENCE NOTES:DESCRIPTION109(E) CONCRETE RETAINING WALL AND STEPS TO REMAIN.132SAW CUT (E) CONCRETE SIDEWALK, CURB, OR GUTTER PER STD. DETAIL4010 AND 4910.133(E) CONCRETE SIDEWALK, CURB, GUTTER, OR INLET TO REMAIN.141142(E) AC PAVEMENT TO REMAINSTORM DRAIN FACILITIES315PROTECT IN PLACE (E) DI.122 6' WIDE INTEGRAL SIDEWALK PER CITY OF SLO STD. DETAIL 4110.124CONCRETE HANDICAP RAMP. DETECTABLE WARNING SURFACE PERCALTRANS STD. DETAIL A88A (CASE A) AND CITY STD. DETAIL 4440.143SAWCUT TO A NEAT AND CLEAN EDGE. TREAT WITH ASPHALTEMULSION BEFORE PLACEMENT OF NEW A.C. SECTION.SURFACE IMPROVEMENTSNo. 49779LEFF STBROAD ST131131 6" CONCRETE CURB WITH 18" GUTTER PER CITY OF SLO STD. DETAIL 4110.MATCH (E)134MATCH (E)MATCH (E)MATCH (E)134REMOVE (E) CONCRETE SIDEWALK, CURB, GUTTER & RAMP. REPLACEWITH NEW CONCRETE SIDEWALK, CURB, GUTTER AND RAMP PER CITY OFSLO STD DETAILS 4110, 4030, AND CALTRANS STD. DETAIL A88A.REMOVE (E) AC PAVING AND REPLACE WITH 6" AC ON LEFF ST AND 10"AC ON BROAD ST. REMOVE AND RECOMPACT EXISTING BASE ASREQUIRED, AND ADD NEW CLASS 2 BASE AS REQUIRED TO RESTOREAGGREGATE BASE THICKNESS TO MATCH EXISTING.
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SSSD LID# 655RIM 201.98'INV 199.11' 12"CMPB0+805.79%
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%15.00%1.59%1.96%1.55%0.82%3.27%5.45%7.08%STA: 0+43.98BOTTOM RAMPELEV: 201.47 FL & TC8.59%7.23%9.08%12.00'L 1C 18.34%8.81%STA: 0+38.93BOTTOM RAMPELEV: 201.53 FL & TCSTA: 0+54.74DIELEV: 201.35 FLSTA: 0+20.32MATCH (E)ELEV: 202.16 TCELEV: 201.73 FLSTA: 0+59.41MATCH (E)ELEV: 201.96 TCELEV: 201.37 FLL 27.50%1.10%1.50%7.00%8.85%5'-6"30.87'33.86'ELEVATIONSTATION2002022042062082102002022042062082100+000+200+400+60 0+761.10%0.40%0.80%8.77%6.89%0.68%STA: 0+38.93 BOTTOM RAMPELEV: 201.53 FL & TCSTA: 0+43.98 BOTTOM RAMPELEV: 201.47 FL & TCSTA: 0+20.32MATCH (E)ELEV: (201.73 FL) (202.16 TC)STA: 0+33.58 BCRELEV: 201.59 FL 202.00 TCSTA: 0+49.34 ECRELEV: 201.41 FL 201.85 TCSTA: 0+59.41MATCH (E)ELEV: (201.37 FL) (201.96 TC)STA: 0+32.43 TOP FLAREELEV: 201.60 FL 202.10 TCSTA: 0+50.08 TOP FLAREELEV: 201.40 FL 201.90 TCSTA: 0+54.75(N) DIELEV: 201.35 FL 201.93 TCLine TableLine #L 1L 2Length13.269.58DirectionN34°20'11"WS54°43'39"WCurve TableCurve #C 1Length15.75Radius10.00Delta90°15'53"REVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#STORM DRAIN CULVERT REPAIRSSOUTH ADA RAMPSGTMJHCAC12/11/201891156Scale: HORIZONTAL 1" = 4'SOUTH ADA RAMP PROFILEScale: HORIZONTAL 1" = 4'SOUTH ADA RAMP PLAN481 IN = 4 FT200(IN FEET)GRAPHIC SCALE124131(E) STRIPINGBROAD STREETCENTER LINELEFF STREETCENTER LINE123123131(E) FL(E) FLFLTC151132133133142142(E) TC(E) TC150MATCH (E)143143134134135314(E) TREEPROTECT IN PLACE114504REFERENCE NOTES:DESCRIPTION114(E) FIRE HYDRANT TO REMAIN. PROVIDE NEW CLASS 3 CONCRETE PAD MINIMUM 6" THICKAROUND (E) FIRE HYDRANT PER CITY STD. DETAIL 6310. SEE PLAN FOR LIMITS OF PAD.MATCH TOP OF CONCRETE ELEVATION OF NEW PAD TO THE EXISTING AND NEW SIDEWALKELEVATIONS TO THE SOUTH AND EAST EDGES OF THE NEW CONCRETE PAD. CONTOUR ANDTRANSITION TOP OF CONCRETE TO CONFORM TO SPECIFIEDCLEARANCE (3” MINIMUM, 4” MAXIMUM) TO BOTTOM FLANGE OF FH PER CITYSTD. DETAIL 6310, AND TO PROVIDE POSITIVE DRAINAGE TO THE WEST (NO PONDING).1316" CONCRETE CURB WITH 18" GUTTER PER CITY OF SLO STD. DETAIL 4030132SAW CUT (E) CONCRETE SIDEWALK, CURB, OR GUTTER PER STD. DETAIL 4010 AND 4910.133(E) CONCRETE SIDEWALK, CURB, GUTTER, OR INLET TO REMAIN.134REMOVE (E) CONCRETE SIDEWALK, CURB, GUTTER & RAMP. REPLACE WITH NEW CONCRETESIDEWALK, CURB, GUTTER AND RAMP PER CITY OF SLO STD DETAILS 4110, 4030, ANDCALTRANS STD. DETAIL A88A.141142(E) AC PAVEMENT TO REMAINSTORM DRAIN FACILITIES501(E) LAWN TO REMAIN.REMOVE AND RESTORE LANDSCAPING TO PRE-CONSTRUCTION CONDITION, ASREQUIRED FOR CONSTRUCTION.LANDSCAPING AND IRRIGATION SYSTEMS314504VERTICAL 1" = 2'142142143143(E) BRUSHPROTECT IN PLACE501ROWROW132501123 5' WIDE DETACHED SIDEWALK PER CITY OF SLO STD. DETAIL 4110124CONCRETE HANDICAP RAMP. DETECTABLE WARNING SURFACE PER CALTRANS STD. DETAILA88A (CASE A) AND CITY STD. DETAIL 4440.143SAWCUT TO A NEAT AND CLEAN EDGE. TREAT WITH ASPHALT EMULSION BEFOREPLACEMENT OF NEW A.C. SECTION.504504135PAINT CURBING RED IN ACCORDANCE WITH CITY OF SLO STANDARD SPECIFICATIONS,SECTION 59, "PAINTING".SURFACE IMPROVEMENTSNo. 49779LEFF STBROA
D STMATCH (E)MATCH (E)113REMOVE (E) STREET SIGN POST, RELOCATE STREET SIGN TO TOP OF POST USING (E) TOPBRACKET AT NEW STOP SIGN LOCATION, SEE NOTE 151.149NEW SHARED BICYCLE LANE PAVEMENT MARKING PER CALTRANS STD. PLAN RSP A24CAFTER PAVEMENT RESTORATION. REPLACE IN LOCATION OF NEW AC PAVEMENT ONLY.OBLITERATE/REMOVE ANY OLD PAVEMENT MARKING REMAINING.1131495'4'-2"MATCH (E)MATCH (E)MATCH (E)MATCH (E)REMOVE (E) CATCH BASIN AND GUTTER FLARES IN ITS ENTIRETY,REPLACE WITH NEW CATCH BASIN WITH 4 FT OPENING PER CITY OF SLOSTD DETAIL 3350 MODIFIED WITH 24 INCH GUTTER FLARES.150RESTORE (E) STOP BAR IN ITS ENTIRETY151REMOVE STOP SIGN AND RE-MOUNT TO 10' HEIGHT ON (E) SIGN POST IN SAME LOCATION.PROVIDE NEW SLEEVE PER CITY STD. DETAIL 7210, "WET SET" AND SLEEVE SIGN DURINGRAMP CONSTRUCTION. MOUNT (E) STREET SIGN ON TOP OF EXISTING RE-INSTALLED SIGNPOST, SEE NOTE 113.REMOVE (E) AC PAVING AND REPLACE WITH 6" AC ON LEFF ST AND 10"AC ON BROAD ST. REMOVE AND RECOMPACT EXISTING BASE ASREQUIRED, AND ADD NEW CLASS 2 BASE AS REQUIRED TO RESTOREAGGREGATE BASE THICKNESS TO MATCH EXISTING.141BROAD STPAVEMENT141LEFF STPAVEMENT13.50'
DSDMH# 336RIM 202.75'INV 200.04'WL
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LGASGASGASGASSSSSSSSSELEELEELESTA: 2+24 +/-STA: 2+35 +/-STA: 2+40 +/-STA: 2+47 +/-STA: 2+44 +/-STA: 2+63 +/-STA: 3+00STA: 2+50STA: 2+00SEE NOTE 1, TYP.3' +/-3' +/-2" MIN, TYPVARIESVARIES(N)LINER8" +/-4'-0" +/-7" +/-8" +/-4'-0" +/-8" +/-1" MIN, TYPSCALE: 1" = 5'STORM DRAIN CULVERT REPAIR PLANREVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#STORM DRAIN CULVERT REPAIRSCULVERT REPAIR PLANSGT/EESMJHCAC12/11/201891156YELLOW CENTERLINE STRIPINGCONC CURB GUTTERAND SIDEWALKEXTENT OF CULVERT REPAIRS MEASURED ALONG CENTER LINE 111.5 FEET +/-BROAD STREETLEFF STREET(E) CONC CURBGUTTER ANDSIDEWALK(E) CONCRETE BOX CULVERT(E) CONCRETE BOX CULVERTN34°51'49"WC8SCALE: 1" = 2'ARCH CULVERT REPAIR DETAILASCALE: 1" = 2'BOX CULVERT REPAIR DETAIL & SECTIONCA8 OF ROW S55°02'13"
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NOTES:(E) CULVERT STATIONING IS SHOWN RIGHT TO LEFT BEGINNING AT THE CULVERT INLET INTHE DIRECTION OF FLOW.VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANYMATERIAL.SEE SPECIAL PROVISIONS SECTION 6-1 AND SHEET 10 FOR ENTRY REQUIREMENTS.FLOW DIRECTION(E) 8" PVC WATER(E) 6" SEWER
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(E) 6" SEWER(E) GAS PIPE(E) 8" DI WATER
(E) 12" CMP(E) 18" CMP
SKEW N78°20'51"W46°43'39"'302104335334336(E) 12" CMP337302(E) CULVERT INVERT(N) SHOTCRETE INVERTPAVING. 2" MIN. THICKNESS(E) CONCRETECULVERT WALL3' +/- ON NORTH END4'-7" +/- ON NORTH END(N) SHOTCRETE CROWN REPAIR.SEE DETAIL B, THIS SHEET(E) WALL(E) WALL(E) CONCRETEARCH CULVERT(N) SHOTCRETE INVERT LINING.1" MIN. THICKNESS, COVERINGENTIRE FLOOR (INVERT) AND SIDEWALLS.(E) CULVERT INVERT(E) CONCRETE BOXCULVERTNOTES:1. ROUGHEN (E) CONCRETE PER SPECIAL PROVISIONS ANDAPPLY CONCRETE BONDING AGENT, SIKA-DUR 32 HI-MODEPOXY OR APPROVED EQUAL, TO ALL SURFACES TORECEIVE LINING2. (N) INVERT LINING SHALL MAINTAIN (E) SLOPE TO BOXCULVERT OUTLET AND TRANSITION TO (E) ARCHCULVERT TO THE SOUTH (DOWN STREAM) ALLOWINGCOMPLETE DRAINAGE IN INDICATED FLOW DIRECTION.3. (E) REBAR DETAIL, SEE DETAIL D, SHEET 9337NOTES:1. ROUGHEN (E) CONCRETE PER SPECIAL PROVISIONSAND APPLY CONCRETE BONDING AGENT, SIKA-DUR32 HI-MOD EPOXY OR APPROVED EQUAL, TO ALLSURFACES TO RECEIVE (N) SHOTCRETE2. (N) INVERT PAVING SHALL MAINTAIN (E) SLOPE TOCULVERT OUTLET TO THE SOUTH (DOWN STREAM)103103SCALE: 1" = 1'ARCH CULVERT CROWN REPAIR DETAILBWELDED WIRE FABRIC6X6 / W2.9 X W2.9(N) SHOTCRETECROWN REPAIR1/2" DIAMETER POST-INSTALLEDMECHANICAL UNDER-CUTANCHOR @ 24" EACH WAY3" MIN. EMBEDMENT(E) CONCRETEARCH CULVERT336338(E) CURB105NOTES:1. EXTEND SHOTCRETE LINER THREE-INCHESBELOW BOTTOM OF ARCH ON (E) CULVERTWALL, THEN TAPER NEW SHOTCRETE TO BEFLUSH WITH (E), CULVERT WALL AS SHOWNMIN 2"(N) 18" HDPE SD(E) ARCH CULVERTINSIDE WALL FACE(E) ARCH CULVERTINVERTSCALE: NTSARCH CULVERT - NEW PIPE PENETRATIONDNOTES:1. CORE HOLE 4" DIA. LARGER THAN (N) SD PIPE,CENTERED.2. GROUT ANNULUS, FINISH FLUSH WITH INSIDE WALL FACE.INVERT/LOW POINTIN CHANNEL%2%23" EXTENSION OF LINERTAPER LINER FLUSH W/WALL(E) CULVERT WALLBOTTOM OF ARCHBOTTOM OF ARCHTOP OF ARCH(N) CULVERTMANHOLE/ ACCESSSEE DETAIL B, SHEET 9(E) VEGETATIONREFERENCE NOTES:DESCRIPTION103 REMOVE DEBRIS IN THE CULVERT WITHIN THE CITY RIGHT OF WAY104GROUT FILL (E) 12" ABANDONED CMP. FILL VOID COMPLETELY. FINISHPENETRATION FLUSH WITH (E) WALL PRIOR TO BOX CULVERT REPAIR(PER DETAIL C THIS SHEET). SEE PHOTO SET 2, SHEET 10 FOR (E) 12" SD.PRIOR TO FILLING PIPE VOID, CONTRACTOR SHALL MEASURE LENGTH OFSTORM DRAIN PIPE TO BE ABANDONED, AND CALCULATE ESTIMATEDVOLUME OF GROUT REQUIRE TO FILL VOID.105PROVIDE GRAVEL BAG BERM TO PREVENT ESCAPE OF CONSTRUCTION,CONTAMINATED WATER, SEE DETAIL C, SHEET 9.CULVERT STRUCTURES334APPLY SIKA-TOP 123 PLUS PATCH OR APPROVED EQUAL OVERSEVERELY HONEYCOMBED AREA ON INSIDE OF CULVERT ROOF, SEESPECIAL PROVISIONS.335APPLY SIKA-TOP 123 PLUS PATCH OR APPROVED EQUAL OVER ERODEDLEADING EDGES OF WALL AT WIDTH TRANSITION. APPLY TO ENTIREWALL HEIGHT, BOTH SIDES. SEE SPECIAL PROVISIONS.336SHOTCRETE INVERT LINING. SEE DETAIL A, THIS SHEET337SHOTCRETE CROWN REPAIR. SEE DETAILS A AND B, THIS SHEET338SHOTCRETE INVERT AND WALL LINING. SEE DETAIL C, THIS SHEETSTORM DRAIN FACILITIESSURFACE IMPROVEMENTS(E) ABANDONED12" CMP00510(IN FEET)2.5GRAPHIC SCALE1 IN = 5 FTFOR (E) SD LATERALWORK, SEE SHEET 3FOR SOUTH CORNER SURFACEIMPROVEMENTS, SEE SHEET 7FLOW DIRECTION103FOR (E) AND (N) SD LATERALWORK, SEE SHEET 3FOR SD LATERALWORK, SEE SHEET 3FOR NORTH CORNER SURFACEIMPROVEMENTS, SEE SHEET 4337336338340CONTRACTOR SHALL REMOVE ALL DEBRIS BETWEEN THE (E) BOXCULVERT INLET AND ARCH CULVERT OUTLET.303340340No. 49779No. 59256SEE NOTE 2, BELOWMIN CLEAR COVER 1.5"LIMIT OF CULVERT REPAIR WORKSEE NOTE ,SHEET 3340FLOW DIRECTION302(N) PIPE PENETRATION AND (E) ARCH CULVERT PENETRATION REPAIRPER DETAIL D, SHEET 8. SEE PHOTO SET 3, SHEET 10 FOR EXIST. 12" CMP.303ABANDON IN PLACE (E) SD LATERAL PER CITY STD. DETAIL 6050, ANDFILL ENTIRE PIPELINE CAVITY WITH SLURRY. FINISH SHOTCRETE FLUSHWITH (E) INTERIOR CULVERT WALL AND DROP INLET WALL. REMOVE (E)SD LATERAL AS REQUIRED FOR INSTALLATION OF NEW CATCH BASIN.(E) CONCRETEARCH CULVERT11'(E) CONCRETE BOX CULVERTINVERT REPAIR
8" +/-4'-0" +/-7" +/-8" +/-4'-0" +/-8" +/-NTSWALL PIPE PENETRATION DETAILAREVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#STORM DRAIN CULVERT REPAIRSCULVERT CONSTRUCTION DETAILSSGT/EESMJHCAC12/11/201891156(E) STORM DRAIN PIPE OR (N) STORMDRAIN PIPE USING EXISTING PENETRATIONDETAIL A NOTES:1. CLEAN AND REMOVE ALL DEPOSITS AND DEBRIS TOEXPOSE NATIVE CONCRETE, ROUGHEN (E) SURFACE, PERSPECIAL PROVISIONS2. SQUARE ALL EDGES OF THE REPAIR TO A MIN DEPTH OFTWO INCHES (2")3. APPLY CONCRETE BONDING AGENT, SIKA-DUR 32 HI-MODEPOXY OR APPROVED EQUAL, TO CONCRETE SURFACERECEIVING SHOTCRETE4. APPLY SHOTCRETE PATCH TO ANNULUS AREA TO MATCHINVERT SLOPE AND CULVERT WALL SURFACE5. USE A MIN. OF 4 - #4 BARS FOR DOWELS. DOWELS SHALLHAVE A MIN. OF 3 INCHES EMBEDMENT INTO (E)CONCRETE EXTENDING INTO PATCH. CLEAR COVERSHALL BE 2 INCHES, AT THE OUTSIDE FACE OF THEPATCH.(E) CULVERT INSIDEWALL FACE(N) CEMENTMORTAR(E) ARCH CULVERTINVERTNTSSAND BAG BERM DETAIL CFLOW DIRECTIONGRAVEL BAGS,TYP.PLASTIC LINERPLANSECTION A-ASECTION B-BWRAP PLASTICLINER UP EDGE OFCULVERT WALLDETAIL C NOTES:1. STACK GRAVEL BAGS TO PREVENT CONTAMINATED WATER FROM FLOWINGDOWNSTREAM OF WORK2. USE A SUMP PUMP TO REMOVE ALL WATER AND FLUID AT THE BERM3. PLACE GRAVEL BAG BERM DOWNSTREAM OF THE USE OF ANY FLUIDSSQUARE OFF EDGES OF AREATO A MIN. DEPTH OF 2 INCHES, TYP.MIN. 2' HEIGHT(N) PROPOSEDAASHTO HS-20(N) PROPOSEDPRECAST 4X4BOX CULVERT(E) CULVERT1.00'1.00'(N) 48" DIA.OPENING(N) 48" DIA. OPENING48" DIA. OPENING48" DIA. OPENING(N) PROPOSEDAASHTO HS-20DETAIL B NOTES:1. CUT AND REMOVE 11'-0" LONG SECTION OF (E) 4'X4' CONC. BOXCULVERT AS SHOWN. REPLACE WITH (N) 10'-0 LONG 4'X4' PRE-CASTBOX CULVERT, JOIN BOTH (N) ENDS OF CULVERT TO (E) WITH CEMENTMORTAR GROUT ALL AROUND BOX AS SHOWN. BOX CULVERT SHALLBE DESIGNED & FABRICATED BY A PRE-CAST CONCRETEMANUFACTURER SUCH AS MID-STATE CONCRETE PRODUCTS, ORAPPROVED EQUAL. SEE SPECIAL PROVISIONS.2. PRE-CAST 4'X4' BOX CULVERT SHALL BE DESIGNED TO WITHSTANDSOIL PRESSURE FORCES AND AASHTO HS-20 LOADING.3. 48" STANDARD MANHOLE RISER SET INTO PRE-CAST OPENING IN (N)BOX CULVERT.4. 48" STD ECCENTRIC MANHOLE WITH 48" DIAMETER MANWAY OPENINGPER CITY OF SLO STD DETAIL 3510. CONCRETE COLLAR NOTREQUIRED, INSTALL NEW SIDEWALK FLUSH WITH MANHOLE LID.MANHOLE RISER AND GRADE RISER SHALL BE KEYED PER DET. 3510,AND KEYED TO MATCH 48" DIAMETER OPENING IN PRECAST CULVERTSTRUCTURE.5. REMOVE AND REPLACE (E) CONC. SIDEWALK PER CITY OF SLO STDDETAILS 4110, ADJUST TO GRADE SHOWN ON PLAN, SHEET 4.6. JOIN (E) CULVERT TO (N) CULVERT WITH GROUT AS SHOWN. CAPJOINT WITH GROUT ALL AROUND AS SHOWN.7. CLASS 2 AGGREGATE BASE 95% COMPACTED, WIDTH AND LENGTH TOMATCH CULVERT FOOTING, WRAPPED IN MIRAFI FABRIC.8. CEMENT MORTAR GROUT SMOOTH TRANSITION TO WALLS OF (E) BOXCULVERT, SEE DETAIL C, SHEET 8.9. (N) 1" THICK SHOTCRETE LINING TO MATCH UPSTREAM ANDDOWNSTREAM INVERT OF (E) BOX CULVERT.10. SEE SPECIAL PROVISIONS FOR BACKFILL REQUIREMENTS.11. STEEL-REINFORCED POLYPROPYLENE STEPS PER CITY STD. DETAIL3510.ECCENTRIC CONE6.99'± FIELD VERIFY5.25FIELD VERIFY5.34'# 4 BARS @ 5" ON CENTER(8) #4 BARS# 4 BARS @ 15" ON CENTER(2) #4 BARS# 4 BARS @ 5" ON CENTER(8) #4 BARSNTS(E) BOX CULVERT CROSS-SECTION REBAR DETAILD44DIRECTION OFCULVERT FLOW(E) SOIL(E) SOIL(N) S/W GRADE,SEE SHEET 4NTS4'x4' PRECAST BOX CULVERT DETAILB6" ±771133566(N) 10'-0"REMOVE 11'-0" LONG SECTION (E) BOX CULVERT8TYP8" TYP8" TYPCENTER MANHOLE LIDNORTHING: 2296686.51EASTING: 5767705.379(N) SHOTCRETE ON(E) BOX CULVERT FLOORSEE DETAIL C, SHEET 8(1) #4 ALLAROUND, TYP.No. 49779No. 59256109(N) SIDEWALK ANDSAND BASE,PER CITY OFSLO STD DET4110.MATCH (E)INVERT511
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3' +/-2" MIN, TYPVARIESVARIES(N)LINER 8" +/-4'-0" +/-7" +/-8" +/-4'-0" +/-8" +/-1" MIN, TYP8" +/-4'-0" +/-7" +/-8" +/-4'-0" +/-8" +/-SCALE: 1" = 20'EROSION CONTROL AND RIPARIAN PROTECTION PLANREVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#STORM DRAIN CULVERT REPAIRSSTORM DRAIN CULVERT PHOTOGRAPHSSGTMJHCAC12/11/201891156STAGING AREANO PERSON /EQUIPMENTACCESSFLOW DIRECTIONBROAD STREETLEFF STREETXXXXXXXXXXXSTAGING AREA AND ACCESS NOTES:1. ACCESS WORK ZONE FROM NEW CULVERT SD MANHOLE ONLY, SEESPECIAL PROVISIONS AND NOTE 6 BELOW.2. EXACT LOCATION TO BE DETERMINED BY THE CONTRACTOR PRIOR TOCONSTRUCTION.3. STAGING AREAS SHALL PROVIDE CONSTRUCTION EQUIPMENTSTORAGE, MATERIAL STORAGE, DEWATERING EQUIPMENT,STORMWATER BMPS AND TEMPORARY EXCAVATIONS. CONTRACTORSHALL CONFIRM EXACT LOCATIONS WITH CITY PRIOR TO START OFCONSTRUCTION.4. STAGING AREAS ARE TO BE DELINEATED WITH CONES DURINGCONSTRUCTION.5. MAINTAIN ALL STAGING AREAS WITHIN CITY RIGHT OF WAY UNLESSWRITTEN APPROVAL FROM PRIVATE PROPERTY OWNER IS OBTAINED.6. (N) CULVERT MANHOLE/ ACCESS TO BE CONSTRUCTED AS PART OFTHIS WORK, SEE SHEET 9.GRAVEL BAG BERM LOCATION(DOWNSTREAM OF (E) 12" CMP SD).SUMP PUMP DEWATERING THROUGH(E) PIPE AT STORM DRAIN MANHOLE(PRIOR TO ABANDONMENT OF CMP SD).SEE NOTE , SHEET 3.STAGING AREASTAGING AREA(E) INLETTRIBUTARY TOCULVERT(E) STORM DRAININLETS TRIBUTARYTO CULVERTNOTE: WORK ZONE IS DEFINEDAS A CONFINED SPACE - SEESPECIAL PROVISIONSScale: NTSPHOTO SET 1 (18" CMP)Scale: NTSPHOTO SET 2 (12" CMP TO BE ABANDONED)Scale: NTSPHOTO SET 3 (12" CMP)UPSTREAMSEE NOTE 6& EROSION CONTROL PLANDOWNSTREAM(NO PERSON /EQUIPMENT ACCESS)SEE SHEET 8, STA. 2+24 SEE SHEET 8, STA. 2+35SEE SHEET 8, STA. 2+63002040(IN FEET)10GRAPHIC SCALE1 IN = 20 FTNo. 49779303(E) 12" CMP TO BEABANDONEDFLOW DIRECTION45'10'45'10'