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C StructureL3"3"31-#5x41'-10" Spa. @ 8"=20'-0" (Top.)11-#5x41'-10" Spa. @ 2'-0"=20'-0" (Bot.)64-#5x20'-2" Spa. @ 8" Max.=41'-8" (Top)85-591 Spa. @ 6" Max.=41'-8" (Bot.)3"3"42'-2"20'-6"Type IA JointBridge Expansion Joint, PCF1'-0"20'-6" Bridge Approach1'-0"1'-0"2"Bridge ExpansionJoint, PCF(See Detail)1-1 2" <br />Milling 2" Cl.#5 in Abutment WallTo be Lapped with Existing #4Type IA Joint402 in Abutment WallTo be Lapped With Existing #4#5x20'-2" @ 8" (Max.)591 @ 6" (Max.)#5's2'-0"2"Geotextile for Pavement, Type 2B onSubgrade Treatment Type III8"Typ.Bridge Deck Overlay Materialto be Placed Monolithicallyw/ Deck OverlaySubbase for PCCP2'-0"Typ.Ex. #5 Bar to RemainClean and StraightenEx. #4 Bar to Remain12"x2" PreformedExpansion Joint Filler12"x4" PreformedExpansion Joint Filler2 Layers of Polyethylene,Thickness 6 Mils (Min.)9"Clear Debris from Joint6"Varies <br />8" to 6"2" R.14" R.Br. Appr. <br />Slab 401 Stirrup Barsat 2'-0" O.C.Silicone Sealant(Field Applied)2"3 4"Pre-Compressed FoamJoint SealEpoxy BondingAdhesive (Typ.)Concrete or BridgeNosing SubstrateBridge Deck Overlay Materialto be Placed Monolithicallyw/ Deck OverlayEx. AsphaltSubbase for PCCP9" Bike RampVaries 0" to 4'-7" Combined ConcreteCurb and GutterPCCP w/1.5"Asphalt Overlay1'-8" <br />Min.Compacted Aggregate, No. 534" 1.5" AsphaltOverlaySidewalkConcrete CurbVaries <br />0" to 6" <br />6" <br />101 2"OFDATE:APPRV'D.: DESIGN: DRAWN: PROJECT NO.CHK'D.: SCALE: NAMEDATEPH. (574) 234-3167525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601LAWSON-FISHER ASSOCIATES P.C.SHEETST. JOSEPH COUNTYANGELA BOULEVARD BRIDGE OVERST. JOSEPH RIVERREINFORCED CONCRETEBRIDGE APPROACH202144.00JAJMHFEK/DTCEKDECEMBER 2022AS NOTED67BRIDGE APPROACH PLAN(WEST APPROACH)Scale: 1/4" = 1'-0"SECTION THROUGH APPROACH(WEST APPROACH)Scale: 3/4" = 1'-0"BILL OF MATERIALSWEST APPROACH SLABEPOXY COATED REINFORCING BARSMARK /SIZENo. BARS LENGTHWEIGHT(LBS.)591 85 20'-9"#564 20'-2"#5 44 41'-10"TOTAL #5 BARS401 24 2'-8"402 44 2'-8"TOTAL #4 BARSTOTAL EPOXY COATEDREINFORCING BARS5150CONCRETEREINFORCED CONCRETE BRIDGEAPPROACH, 12"96 sysMISCELLANEOUSSUBBASE FOR PCCP24 cysGEOTEXTILE FOR PAVEMENT,TYPE 2B109 sysCURB, INTEGRAL CONCRETE43 lftBRIDGE EXPANSION JOINT, PCF111 lftCONCRETE PATCHING FOR BRIDGEEXPANSION JOINT14 sft591 x 20'-9"402 x 2'-8"8"12"20'-2"401 x 2'-8" (Avg. Length)1'-4"DETAIL 'A'N.W. SIDEWALKScale: 3/16" = 1'-0"DETAIL 'B'S.W. SIDEWALKScale: 3/16" = 1'-0"See Detail 'A'N.W. SidewalkSee Detail 'B'S.W. Sidewalk10'-4"2'-1"5'-8"5'-6"5'-6"4'-10"10'-41 2"6'-6"10'-0"8'-8"11'-1"5'-3"5'-2"18'-8"Bike Ramp Transition5.0%Max.0.5 <br />% <br />Min <br />. <br />2.0% <br />Max.MODIFIED INTEGRAL CONCRETE CURB(VERTICAL)Scale: 1" = 1'-0"Curb FaceTransition Req'dPRE-COMPRESSED FOAM JOINTScale: None12" Preformed Joint Filler12" PreformedJoint Filler2.0% <br />Max. <br />2.0% <br />Max. <br />2.0% <br />Max. <br />2.0% <br />Max. <br />2.0% <br />Max. <br />6' <br />Min.NOTES:1. All reinforcing bars shall be epoxy coated.2. For reinforcing bar bending details and notes, see INDOTStandard Drawing E703-BRST-01.R <br />E <br />GI <br />STEREDINDIANASTATE OFNo.12100306 PROFESSIONAL ENG <br />INEER <br /> E <br />ASA KHAN12/30/22SECTION A-AScale: 1" = 1'-0"Curb Sloped toMatch Bike RampA A <br />12" PreformedJoint FillerGeotextile for Pavement, Type 2B onSubgrade Treatment Type III