HomeMy WebLinkAboutPFM00467PROJECTLOCATIONNORTHSCALE 1" =1600'800016001600SHEET INDEXSHEETDESCRIPTION1TITLE SHEET2HORIZ CONTROL, ACCESS & INCIDENTAL RUNOFF PLAN3CMP STORM DRAIN PIPELINING PLAN AND PROFILE4CULVERT REPAIR PLAN5PHOTO LOG6CULVERT CONSTRUCTION DETAILS7STORM DRAIN & EROSION CONTROL DETAILSNo. 71024Exp. 06-30-11907441. THE TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS REPRESENTS AFIELD SURVEY MADE UNDER THE DIRECTION OF JOSEPH T. MORRIS LS 6192(LICENSE EXPIRES (3/2010), ON JUNE 11, 13, 25, & 26, 2008 AND MAY 15, 2009 ATTHE REQUEST OF THE CITY OF SAN LUIS OBISPO.2. ALL MEASUREMENTS LISTED, SHOWN AND REPRESENTED HEREON ARE BASEDON GROUND DISTANCES. ALL DISTANCES SHOWN ARE U.S. SURVEY FEET.3. THE CONTOUR INTERVAL IS 1 FOOT.4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON VISIBLE SURFACEINFORMATION ONLY. THERE MAY OR MAY NOT EXIST OTHER UTILITIES IN THEAREA SHOWN ON THIS MAP. FOR INFORMATION REGARDING UTILITYLOCATION, SIZE, DEPTH, CONDITION, AND CAPACITY CONTACT UTILITY ORMUNICIPAL/PUBLIC SERVICE FACILITY.5. THE BASIS OF BEARINGS FOR THIS SURVEY IS BASED ON THE 2007 CITY OFSAN LUIS OBISPO HORIZONTAL CONTROL NETWORK AS REFERENCED IN THISSURVEY BY POINT #105, BEING SLO CONTROL #8105 AND BY POINT #104, BEINGSLO CONTROL #8104. DESIGNATED POINTS ARE PUBLISHED IN A CONTROLINVENTORY ON FILE WITH THE CITY OF SAN LUIS OBISPO.6. THE ORTHOMETRIC HEIGHTS (ELEVATIONS) ARE BASED ON THE CITY OF SANLUIS OBISPO BENCHMARK SYSTEM, 1988 NORTH AMERICAN VERTICAL DATUM.THIS SURVEY TIED TO THE BENCHMARK DESIGNATED SLO BENCHMARK #51A,POINT #607, ON SOUTH HIGUERA STREET AND HAVING A PUBLISHEDELEVATION OF 154.51'.BETWEEN ELKS LANEAND BRIDGE STREETR1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TOCONTACT "UNDERGROUND SERVICE ALERT U.S.A." TOLL FREE AT 811FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION, FOR LOCATIONOF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES.CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THE APPROPRIATEAGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE ORUNDERGROUND FACILITIES.2. THE CONTRACTOR SHALL POSSESS A CLASS "A" LICENSE AT THE TIME THECONTRACT IS AWARDED, AND MAINTAIN SUCH THROUGHOUT THE COURSE OFTHE CONTRACT.3. CONTRACTOR SHALL DETERMINE ALL UTILITY CONFLICTS AND SHALL POTHOLEAND LOCATE PRIOR TO CONSTRUCTION. UTILITY LOCATION, DEPTH, SIZE ANDMATERIAL SHALL BE REPORTED TO THE ENGINEER, AS REQUIRED BY THESPECIAL PROVISIONS.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 ENGINEERINGPLANNINGCONSULTANT NAME:APPROVED BYSPECIFICATION NO.FILE NO./LOCATIONDATEOFSHEETSTORM DRAINCULVERT REPAIRSHIGUERA STREETMarch 201117FO(E) FIBER OPTIC LINEOIL(E) OIL LINESD(E) STORM DRAIN LINESS(E) SANITARY SEWER LINEO/H(E) OVERHEAD UTILITY LINE(E) SANITARY SEWER MANHOLE(E) FIRE HYDRANT(E) GAS METER(E) ELECTRIC METER(E) WATER METER(E) WATER VALVE(E) JOINT UTILITY POLEBENCHMARK AND POINT NUMBERSURVEY CONTROL POINT AND NUMBERFOUND MONUMENT AS DESCRIBEDPLPLPLPROPERTY LINEGUNDERGROUND UTILITY PAINT MARK,TYPICALCENTER LINEROWRIGHT OF WAYEASEMENT LINETREE TYPE AND DIAMETER NOTEDJPWVDS(E) STORM DRAIN MANHOLETEL(E) TELEPHONE LINE(E) STORM DRAIN LINE WITH(N) PLASTIC LININGCTV(E) CABLE TV LINEGAS(E) GAS LINEPGE(E) PG&E ELCTRICAL LINE//////(E) EDGE OF PAVEMENTWL(E) WATER LINESDINSIDE WALL OF EXISTING CULVERTCULVERT CENTER LINE (LAYOUT LINE)2+502+75
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'No. 71024Exp. 06-30-11REVISIONS: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 REPAIRS
HORIZ CONTROL, ACCESS & INCIDENTAL RUNOFF PLANROYRMSSGT/CACMarch 201190744SURVEY CONTROL POINTSPT. NO.NORTHINGEASTINGELEV.DESC.NORTHSCALE 1" =20'1002020SCALE: 1" = 20'HORIZONTAL CONTROL, ACCESS & INCIDENTAL RUNOFF PLANINCIDENTAL STORM WATER RUNOFF BASINPER SHEET 7, DETAIL C. USE A SUMP PUMPTO REMOVE EXCESS WATER FROM BASIN TOPREVENT OVERTOPPING.ST
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ACCESS THRUGOODWILLPARKING LOTGOODWILLPARKING LOTSAN LUISMOTORSPORTS PAVEDSTORAGE AREASAN LUISMOTORSPORTSPARKING LOTNOTES:1. NOTE: UNDERGROUND AND ABOVE GROUND UTILITIES ARENOT SHOWN FOR CLARITY. SEE SHEET 4 FOR APPROXIMATELOCATION OF UTILITIES.
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1+501+752+002+25STA: 2+41+/-STATION1461501601461501600+901+001+201+25-10.67%(E) 24" CMP(N) PLASTIC LININGEL: 151.87EL: 150.11STATION1461501601461501600+901+001+201+401+45-9.21%(E) 18" CMP(N) PLASTIC LININGEL: 151.32EL: 147.961461501601461501600+901+001+201+25-12.26%(E) 18" CMP(N) PLASTIC LININGEL: 151.22EL: 149.14NORTHSCALE 1" =10'501010SCALE: 1" = 10'HIGUERA STREET CMP STORM DRAIN PIPELINING PLANSCALE: H: 1" = 10', V: 1" = 5'INLET#1 - STORM DRAIN PIPE LINING PROFILESCALE: H: 1" = 10', V: 1" = 5'INLET#2 - STORM DRAIN PIPE LINING PROFILESCALE: H: 1" = 10', V: 1" = 5'INLET#3 - STORM DRAIN PIPE LINING PROFILEREVISIONS: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 REPAIRS
CMP STORM DRAIN PIPELINING PLAN AND PROFILEROYRMSSGT/CACMarch 201190744INLET #1REMOVE AND REPLACE (2)24" X 24" FRAMES AND GRATESPER DETAILS A, SHEET 7EXISTING SURFACEEXISTING SURFACEEXISTING SURFACEHIGUERA STREET PIPE #1L=16.49'LINE (E) 24" CMPWITH(N) 22" PLASTICPIPE LINERINLET #2REMOVE AND REPLACE24" X 30" FRAME AND GRATEPER DETAILS A, SHEET 7PIPE #2L=16.97'LINE (E) 18" CMP WITH(N) 16" PLASTIC PIPE LINERPIPE #3L=36.49'LINE (E) 18" CMP WITH(N) 16" PLASTIC PIPE LINERINLET #3REMOVE AND REPLACE24" X 30" FRAME AND GRATEPER DETAILS A, SHEET 7(E) 24" SEWER(E) 36" SEWER(E) 12" WATER(E) 18" HDPE SD (E) 8" OIL PIPE
(E) 8" OIL PIPE
(E) 18" PVC SD
(E) 10" GAS PIPE
(E) 4" STEEL PIPE (E) 12" PIPE(E) 24" HDPE SDABANDONED 12" CMP(E) 8" OIL PIPE(E) 8" OIL PIPE(E) 4" GAS PIPE
(E) 24" SEWER(E) 36" SEWER(E) 12" WATER
(E) 4" GAS PIPE
NOTES:1. INFORMATION PERTAINING TO EXISTING UNDERGROUNDFACILITIES IS BASED ON RECORD INFORMATION AND IS ASSHOWN FOR INFORMATIONAL PURPOSES ONLY. UNDERGROUNDFEATURES SHOWN IN PLAN VIEW ON THE PLANS ARE INDICATEDWITH THEIR APPROXIMATE LOCATION AND EXTENT, AND MAY NOTAPPEAR IN PROFILE OR SECTIONS VIEWS. THE CONTRACTORSHALL BE RESPONSIBLE FOR CONTACTING ALL AGENCIESINVOLVED AND SHALL LOCATE ALL FACILITIES PRIOR TOEXCAVATION IN ANY AREA. THE CONTRACTOR SHALL CALLUNDERGROUND SERVICE ALERT (USA), TOLL FREE AT 811, TWOWORKING DAYS, PRIOR TO THE START OF CONSTRUCTION.2. THE CONTRACTOR SHALL CONTINUALLY REVIEW JOB SITECONDITIONS. CONDITIONS REQUIRING CONSTRUCTIONDIFFERENT FROM THAT SHOWN ON THE PLANS SHALL BEREPORTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THEAFFECTED CONSTRUCTION.3. FOR WORK ACCESS TO CULVERT, SEE SHEET 2 AND SPECIALPROVISIONS SECTION 8 AND 9.4. MANHOLE 1755 MAY BE USED AS AN ACCESS WAY TO CULVERT.(E) 18" PVC STORM DRAINPIPE TO REMAIN(E) CONCRETE BOX CULVERT
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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 REPAIRS
CULVERT REPAIR PLANROYRMSSGT/CACMarch 201190744SCALE: 1" = 5'HIGUERA STREET STORM DRAIN CULVERT REPAIR PLANNo. 71024Exp. 06-30-11HI
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(N) CONCRETE BOTTOM SLAB 42 FEET +/-(E) CULVERT CENTER WALL(E) CONCRETE BOX CULVERT(E) CONCRETE BOX CULVERTSTA: 2+34.75
STA: 2+76.21
10.00'REFERENCE KEY NOTES01REPAIR SPALLED AREA OF CONCRETE ON INSIDE SURFACE OF CULVERT WALL NEAREXISTING CONSTRUCTION JOINT02REMOVE DEBRIS IN THE CULVERT WITHIN THE CITY RIGHT OF WAY PRIOR TO REPAIRS03REPAIR SPALLED CONCRETE AROUND PERIMETER OF STORM DRAIN INLET ONCULVERT WALL. SEE DETAIL A, SHEET 604REMOVE AND DISPOSE OF STEEL PIPE05REPAIR SPALLED AREA OF CONCRETE ON INSIDE SURFACE OF ROOF SLAB.06CUT (IF REQUIRED), CAP, AND MORTAR ABANDONED PIPE.MORTAR PENETRATIONRECESSION FLUSH WITH CULVERT WALL FACE. VARIOUS PIPE MATERIALS ANDDIAMETERS. SEE SHEET 5 FOR PHOTOS.07NEW CONCRETE CULVERT BOTTOM SLAB.08EXISTING ABANDONED OIL PIPELINE. PIPELINE WILL BE REMOVED BY CONOCOPHILLIPSAS A FIRST ORDER OF WORK. APPLY CEMENT MORTAR PATCH OVER TOP OF CAPPEDOIL PIPELINE ON BOTH CULVERT WALLS AFTER REMOVAL IS COMPLETE.CONTACT INFORMATION:ED RALSTONRISK MANAGEMENT & REMEDIATIONCONOCOPHILLIPS76 BROADWAYSACRAMENTO, CA 95818916-558-7633916-558-763909EXISTING 16" ABANDONED CONCRETE FILLED PIPE. REMOVE FLUSH WITH CULVERTWALL.10FILL VOID AREA IN CULVERT WALL, AT INTERSECTION WITH BOTTOM, WITH CEMENTMORTAR FROM CULVERT INSIDE WALL FACE TO A DEPTH OF 2 FEET INTO THE WALL11EXISTING MAN WAY ACCESS TO CULVERT (TO REMAIN)12EXISTING DRAIN INLET AND CORRUGATED METAL PIPE (CMP) STORM DRAIN. SEESTORM DRAIN PIPE LINING PLAN ON SHEET 3.13EXISTING 36" PVC SANITARY SEWER PIPELINE. TOP OF PIPE IS APPROXIMATELY 6"BELOW THE CULVERT FLOWLINE BASED ON CITY RECORD DRAWINGS. CONTRACTORTO PROTECT IN PLACE. DURING EXCAVATION FOR NEW CULVERT BOTTOM SLAB,CONTRACTOR TO EXPOSE TOP HALF OF SEWER PIPE AND BACK FILL WITH CONCRETEPER DETAIL E/6.14EXISTING 12 WATER PIPELINE. CLEARANCE BETWEEN CULVERT FLOWLINE AND TOPOF PIPE IS UNKNOWN.15EXISTING OIL PIPELINES. CLEARANCE BETWEEN CULVERT FLOWLINE AND TOP OFPIPES IS APPROXIMATELY 3.0' +/-.16EXISTING 24" SEWER - PROTECT IN PLACE0202030405060708060610NOTES:EXISTING CULVERT STATIONING IS SHOWN RIGHT TO LEFT BEGINNING AT THE CULVERTINLET IN THE DIRECTION OF FLOW.THE CONTRACTOR SHALL POTHOLE PRIOR TO EXCAVATION IN THE NEW CULVERT CONCRETEBOTTOM SLAB AREA. SEE PROJECT SPECIAL PROVISIONS FOR DETAILS.THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERINGOR FABRICATING ANY MATERIALEXPOSITION CREEK FLOW DIRECTIONPLAN VIEW LEGEND:NEW CONCRETE CULVERT BOTTOM SLAB.SEE DETAIL C, SHEET 6 FOR CONSTRUCTION JOINT.REMOVE AND REPLACE CULVERT ROOF SLAB.SEE DETAIL B, SHEET 6 FOR CONSTRUCTION JOINT.SAWCUT, REMOVE AND REPLACE ASPHALT PAVEMENT,AND STRIPING.SEE DETAIL B, SHEET 6 FOR A.C. LAP.SEE SHEET 5, PHOTO LOG FOR IMAGES AND KEYSKEW N31°28'54"W
33°38'9"'AT SAWCUT MATCH (E)SURFACE ELEVATION OFAC PAVEMENT(N) CONCRETE BOTTOM SLAB.MATCH (E) INVERT FINISH ELEVATIONS OFABUTTING CULVERT SECTIONS. NEWFLOOR SHALL HAVE A CONSTANT SLOPEPARALLEL TO FLOWLINE.(N) CLASS II BASE(N) CONCRETEROOF SLAB(E) CULVERT03AT SAWCUT MATCH (E)SURFACE ELEVATION OFAC PAVEMENTREPLACE AC PAVEMENT,FULL DEPTH. MATCHEXISTING SLOPE(APPROX. 6" - 12")(E) CULVERT#8 @ 6"#5 @ 12"#5 @ 18"#4 @ 12"#4 @ 12"#4 DOWEL @ 12" o.c. WITHINJECTABLE ADHESIVE.(TYPICAL, BOTH SIDES). 6"MIN. EMBED#5 DOWEL @ 6" o.c. WITH STD90° HOOK. DOWEL INTO (E)WALL WITH INJECTABLEADHESIVE. (TYPICAL, BOTHSIDES) OF CULVERT01
FINISH SURFACE"GROOVED"EXISTING CONC SIDEWALKEXISTING CURB AND GUTTER EXISTING CONC SIDEWALK (E) FOOTING(N) CLASS II BASE(N) CLASS II BASE(E)
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2+02.57' +/-NORTHNo. 71024Exp. 06-30-11(E)
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STA: 2+34.75
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EA ABCDEF (1)HBCDFHEGKKREVISIONS: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 REPAIRS
PHOTO LOGROYRMSSGT/CACMarch 201190744xxxLIJMLMF (2)F (3)G (2)I (2)J (2)G (1)I (1)J (1)
3' - 0" LAP3' - 0" LAP6" MIN EMBED1'-0" LAP2' - 0" LAP6" MIN EMBEDNTSEXISTING WALL PENETRATION REPAIRANo. 71024Exp. 06-30-11NTSCULVERT ROOF SLAB CONSTRUCTION JOINT DETAILBNTSCULVERT BOTTOM CONSTRUCTION DETAILCNTSSTANDARD BENDS AND HOOKS DETAILDREVISIONS: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 REPAIRS
CULVERT CONSTRUCTION DETAILSROYRMSSGT/CACMarch 201190744(E) STORM DRAINPIPENOTES:1. CLEAN AND REMOVE ALL DEPOSITS AND DEBRIS TO EXPOSENATIVE CONCRETE2. APPLY CONCRETE BONDING AGENT TO CONCRETE SURFACE3. APPLY CEMENT MORTAR PATCH TO PERIMETER AREA TOMATCH INVERT SLOPE AND CULVERT WALL SURFACE4. PRIOR TO APPLYING GROUT, SAWCUT RECTANGULAR AREAAROUND SPALLED AREA AT DIRECTION OF ENGINEER, PERSPECIAL PROVISION PARA. 10-6.03(E) CULVERT INSIDEWALL FACE(N) CEMENTMORTAR(E) CULVERT INVERTNOTES:1. CUT EXISTING REINFORCEMENT 3' - 0" PAST CONSTRUCTIONJOINT AND LAP WITH NEW REINFORCEMENT(E) CULVERTROOF SLAB(E) REINFORCEMENT(N) REINFORCEMENT(N) #5 DOWEL WITHINJECTABLE ADHESIVECONSTRUCTIONJOINT(E) CULVERTFLOOR SLAB(N) CULVERTFLOOR SLAB(N) REINFORCEMENT(N) #4 DOWEL WITHINJECTABLE ADHESIVECONSTRUCTIONJOINTSTANDARD ENDHOOKSBARSIZED180° HOOKS90°HOOKSA or GJA or G#3214"5"3"6"#43"6"4"8"#5334"7"5"10"#6412"8"6"1'-0"#7514"10"7"1'-2"#86"11"8"1'-4"#9912"1'-3"1134"1'-7"#101034"1'-5"1'-114"1'-10"#1112"1'-7"1'-234"2'-0"#141814" 2'-3"1'-934"2'-7"#1824"3'-0"2'-412"3'-5"4d or2 1/2" MINJdHOOKA or GØD180°dØD90°DETAILINGDIMENSIONDETAILINGDIMENSIONA or G12dD = FINISHED INSIDE BEND DIAMETERd = BAR DIAMETERD = 6d FOR #3 THROUGH #8D = 8d FOR #9, #10, AND #11D = 10d FOR #14 AND #18NTSNEW CULVERT BOTTOM AT SEWER MAIN CROSSINGSEAT SAWCUT MATCH (E)SURFACE ELEVATION OFAC PAVEMENTREPLACE AC PAVEMENT,FULL DEPTH. MATCHEXISTING SLOPEEXISTING 24"SEWER MAINEXISTING 36"SEWER MAINEXISTING CONCRETECULVERT BOTTOM OVEREXISTING SEWER MAINNEW CONCRETECULVERT BOTTOM1.00'1.00'THICKEN CONCRETE TOEXISTING SEWER MAINSPRING LINE (ASSHOWN)0.50' +/-110.50' +/-SAWCUT TO A NEAT AND CLEANLINE (PARALLEL TO EXISTING 24"SEWER MAIN)NTSCALTRANS STANDARD DETAILSFINSTALL 3/8" THICK SHEETS OFPOLYETHYLENE ISOLATION JOINTMATERIAL OVER ENTIRE EXPOSEDSURFACE JOINT BETWEEN (N) CONCRETEAND (E) PVC SEWER MAINSEE NOTE 4,BELOW(N) A.C.
PAVEMENT
1.00'
(N) CULVERT
ROOF SLAB 0.17'MIN.
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 REPAIRS
STORM DRAIN & EROSION CONTROL DETAILSROYRMSSGT/CACMarch 201190744SIDETOP04010102030405(N) FRAME AND GRATE. FRAME AND GRATE TO MATCH DIMENSIONS SHOWN ON PLANS. CONTRACTORSHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING OR FABRICATING ANY MATERIALPLANS. FRAME PER CALTRANS STANDARD DETAIL D77A. GRATE PER CALTRANS STANDARD DETAILD77B. ALL STEEL PARTS TO HAVE GALVANIZED FINISH. SEE DETAIL F, SHEET 6EXISTING CURB AND GUTTER, CONTRACTOR TO PROTECT IN PLACE.(E) CONCRETE CURB OPENING(E) CONCRETE BOX (PROTECT IN PLACE).ATTACH NEW FRAME TO EXISTING DRAIN INLET CONCRETE BOX WITH A MINIMUM OF FOUR MECHANICALANCHORS PER SPECIAL PROVISIONS24" OR 30"8"
12"050201NTSFRAME AND GRATE INSTALLATIONATop of cut3'-2"Typ14'-9" Min3'-2"Typ3'-2"
Typ Gravel-filledbags (TYP)Edge ofplastic linerEarthenBermEarthenBermEntry side ofwashout facilityEdge of PlasticLiner (See Note 2)(Below Grade)Gravel-filledbagPlastic linerover bermEarthen bermPlastic linerEarthen bermTop of cut3'-2"5'-0"1'-8"Plastic liner placedunder berm (entryside only)Plastic liner placedunder berm (entryside only)14'-9" Min
TYPICAL SECTIONEARTHEN BERMTEMPORARY WASHOUT FACILITYPLANSECTION A-A3'-2"Earthen bermEarthen bermPlastic linerover bermPlastic linerover bermGravel-filledbagOriginal groundOriginal groundOriginal groundPlastic linerGravel-filled bag8"
Min3'-0"Min3'-2"1:11:11:13:14"MinNTSINCIDENTAL STORM WATER RUNOFF BASINCNTSTEMPORARY GRAVEL BAG AND BLANKET BERM DETAILBFLOW DIRECTIONGRAVEL BAGSPLASTIC LINERPLANSECTION A-ASECTION B-BGRAVEL BAGS(N) WRAP PLASTICLINER UP EDGE OFCULVERT WALL(N) GRAVEL BAGSNOTES:1. STACK GRAVEL BAGS TO PREVENT CONTAMINATEDWATER FROM FLOWING DOWNSTREAM OF WORK2. USE A SUMP PUMP TO REMOVE ALL WATER AND FLUID ATTHE BERM. SEE SPECIAL PROVISIONS, PARA. 10-3.3. PLACE GRAVEL BAG BERM DOWNSTREAM OF THE USE OFANY FLUIDSNo. 71024Exp. 06-30-1105040302(E) CULVERT WALL(E)CULVERTWALL