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15'-6"Lane1'-2"1'-9"1'-0"1" <br />1'-9" <br />Varies <br />4'-9" to 1'-2 3 8" <br />Varies <br />3'-3" to 1'-4"2'-0"2'-0"2'-0"17'-0"17'-0"40'-0"15'-6"Lane5'-6"Sidewalk54'-4" O-O Coping2.0%2.0%Ex. Conc. SlabEx. Railing,TX TypeTop of Ex. Arch RingEx. Column(Typ.)Ex. Spandrel Wall(Typ.)Ex. ColumnEx. WaterLineEx. Gas LineEx. FillEx. FillEx. R.C. TieBeamC Roadway & Line "A"LTYPICAL SECTIONScale: 14" = 1'-0"1'-0"5'-0"Bike Lane5'-0"Bike Lane5'-6"1'-2"1919Profile Grade19Rigid Concrete BridgeDeck OverlayPartial Depth Patching(Est. Qty. 234 sft.)19Limits of SurfaceSeal for Sdwk. (Typ.)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 RIVERTYPICAL SECTION202144.00JAJMHFEK/DTCEKDECEMBER 20221/4" = 1'-0"57LEGEND: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.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.Restripe Lane Lines Within the Project Limits Upon Completion ofConstruction. (See Pavement Markings Summary Table, Sheet 7)1231319Limits of Surface Sealand Masonry Coatingfor Railing (Typ.)REINFORCED 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