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C ArchLC ArchLC ArchLPier #2Pier #2Abutment #4Abutment #1Ex. GroundEx. GroundEx. GroundSpan ASpan BSpan CEx. Bridge Railing,Type TXELEVATION VIEWLimits of Surface Seal and Masonry Coating forEx. Concrete Railing, Type TX13P.V.I. 13+94.89EL. = 683.96V.C. = 250'2.8%-2.6%P.V.I. 12+48.30EL. = 679.86V.C. = 40'0.56%2.8%P.V.I. 15+67.05EL. = 680.01V.C. = 50'-2.6%-1.8%EXISTING CURVE DATAEXISTING CURVE DATAEXISTING CURVE DATA257'-2" O-O Slab84'-0"Span A88'-0"Span B84'-0"Span CC Pier #2LC Pier #3L6'-0"6'-0"5'-0" <br />Bike <br />LaneC ArchLC ArchLC ArchLBegin ProjectSta. 12+31.38 "A"C Pier #2Sta. 13+56.30 "A"P.G. El.=682.07LF.F. of Bent #1Sta. 12+72.30 "A"P.G. El.=680.53C Pier #3Sta. 14+44.30 "A"P.G. El.=682.06LF.F. of Bent #4Sta. 15+28.30 "A"P.G. El.=680.49PLAN VIEW21'-2"21'-8"Line "A"41'-0" Clear Roadway <br />54'-4" O-O CopingEx. Deck Drain (Typ.)13141577132220'-0"1121616610111684551218135513161611111423131719End ProjectSta. 15+70.47 "A"108915'-6" <br />Lane <br />15'-6" <br />Lane <br />5'-0" <br />Bike <br />Lane 13231711135'-6" <br />Sidewalk209221824245'-6" <br />Sidewalk <br />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 RIVERGENERAL PLAN202144.00JAJMHFEK/DTCEKDECEMBER 20221/16" = 1'-0"47GENERAL NOTES:1. Stations, dimensions, elevations and alignment data are based on existingplans and shall be field verified by the Contractor.2. Where new work is to be fitted to old work, the Contractor shall check alldimensions and conditions in the field, and report any errors or discrepanciesto the Engineer.3. Proposed west side reinforced concrete bridge approach (RCBA) with roadwaymill and overlay shall have positive drainage to the west adjacent storm sewerinlet.4. Proposed east side RCBA overlay shall have height transitioned from eastexisting pavement of 1-1/2" to proposed bridge deck overlay of 1-3/4".ORIGINAL DESIGN DATAClass C Concrete: f'c = 4,000 psiReinforcing Steel (Grade 60): fy = 60,000 psiLive Load: The bridge is designed for HS20-44 loadingin accordance with 1996 AASHTO SpecificationsDead Load: Actual weight plus 35 PSF for future wearing surfaceLEGEND:Mill 1-1/2" Existing Bridge Deck and East RCBA Surface.Apply Partial Depth Patching as Directed by Engineer.Install 1-3/4" Rigid Deck Overlay, Latex Modified Portland CementConcrete or Silica Fume Modified.Remove Existing West RCBA and Install new RCBA With Integral Curb.Clean Existing Deck Drains.Saw cut and Patch Existing Concrete Sidewalk.Remove Existing Concrete Sidewalk and/or Curb and Gutter.Install 10.5" Min. PCCP w/ 165 lbs/sys HMA Surface, Type C Overlay.Remove Curb and Gutter and Install Combined Curb and Gutter. Install new Sidewalk and/or Transition Bike Ramp.Patch Concrete Structures (Bridge Railing, Railing end Blocks, andWingwalls/Retaining Walls).Patch top of Existing Abutment Full Width Along West RCBA. Area to bePatched with Patching Concrete Structures.Surface Seal Existing Bridge Railing and Existing Sidewalks Spanning theFull Length of the Structure and Sidewalks on Approach Slabs. ApplyMasonry Coating to Bridge Railing as Needed.Clear Bushes and Trees (2 Each) Around Approach Railing and RetainingWalls.Transition Mill and Resurface 165 lbs/sys HMA Surface, Type C at WestApproach.Remove Existing Overlay Dam of Sidewalk Expansion Joint andReconstruct Using Concrete for Patching Bridge Expansion Joint.Remove Existing Expansion Joint, Clear Debris From Joint, and Installnew Pre-Compressed Foam Joint.Type IA Joint to be Sawed and Sealed After Completion of Bridge Deckand Approach Overlay.Restripe Lane Lines Within the Project Limits Upon Completion ofConstruction. (See Pavement Markings Summary Table, Sheet 7)Gas Main Valve box to be Adjusted to Grade.Install Concrete Curb.Relocate Ground Mounted Sign (5' West of Proposed Sidewalk).Saw cut and Seal Joints after Completion of Bridge Deck and ApproachOverlay.Bike Lane Symbol (Multi-Component).123456789101112131415161718192021222324REINFORCED CONCRETE ARCH BRIDGE3 SPANS: 84'-0", 88'-0", 84'-0" SKEW: 0°CLEAR ROADWAY: 41'-0"ANGELA BOULEVARD OVER ST. JOSEPH RIVERST. JOSEPH COUNTYR <br />E <br />GI <br />STEREDINDIANASTATE OFNo.12100306 PROFESSIONAL ENG <br />INEER <br /> E <br />ASA KHAN12/30/22