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HomeMy WebLinkAboutB_C10.2 Details - Bridge/Boat LaunchSECTION: NORTH ABUTMENT WALL 0 2 SCALE: I 5-0" 10 111111111111111•1111111111M BOTTOM ELEV. OF BRIDGE STRUC. 849.67 ASSUMED FOR D.D. T/W ELEV. 842.00 TRAIL /ROARMAI K Fl FV. R39 00 NWL ELEV. 838.00 BOTTOM ELEV. 833.00 ASSUMED ELEV. FOR D.D. 829.00 CO CV COARSE AGGREGATE DRAINAGE MATERIAL FILTER FABRIC 6" RIGID PERFORATED DRAIN BRIDGE; STRUCTURAL STEEL 8" WIDE STONE VENEER CONCRETE ABUTTMENT WALL #8 EPDXY COATED REBAR, 12" 0.C., B.W., TYP. PLANTING BED DRY—LAID STONE WALL PLANTING BED 23'-5" 8' 11" FILTER FABRIC, TYP. COARSE AGGREGATE DRAINAGE MATERIAL TYP. 6" RIGID PERFORATED DRAIN COMPACTED SUBGRADE, TYP. 3000 PSI BEARING CAPACITY CAPSTONE 17- 8" WIDE STONE VENEER #8 EPDXY COATED REBAR, 12" O.C., B.W., TYP. CONCRETE RETAINING WALL 5" DEPTH CONCRETE WALK 6" DEPTH COARSE AGGREGATE BASE METAL RAILING, CORED THROUGH CAPSTONE CAPSTONE 8" WIDE STONE VENEER NORMAL WATER LINE LAGOON BOTTOM 1 ■d ASSUMED ELEV. FOR D.D. 829.00 SECTION: RETAINING WALL BOTTOM ELEV. OF BRIDGE STRUC. 849.67 ASSUMED FOR D.D. T/W ELEV. 843.00 TRAIT /ROARDWAI K Fl FV. 839.00 NY& ELEV. 838.00 ASSUMED ELEV. FOR D.D. 829.00 tI STAINLESS STEEL RUNWAY LIGHT FIXTURE (SEE ELECTRICAL PLAN) STANDARD 'WYOMING' DETAIL 10' 0" O.C., CLEAR COATED GALVANIZED STEEL WALKWAY; RECYCLED POLYCARBONITE 'TREX' SECTION: WALKWAY ON BRIDGE 14'-9" SECTION: SOUTH ABUTMENT WALL 25'-9" BRIDGE; STRUCTURAL STEEL 8" WIDE STONE VENEER CONCRETE ABUTTMENT WALL #8 EPDXY COATED REBAR, 12" O.C., B.W., TYP. PLANTING BED COMPACTED SUBGRADE, TYP. 3000 PSI BEARING CAPACITY WIDTH VARIES 9'-6" TO 22'-6" 1 SEE PLAN 0 2.5 SCALE: 1" 5-0" A 2" CONTINUOUS S.S. COATED CABLE, W/ S.S. FASTENERS EPDXY FINISHED GALVANIZED STEEL PLATE, )i" THICK, 5'-0" O.C. COARSE AGGREGATE DRAINAGE MATERIAL 6" RIGID PERFORATED DRAIN DRY—LAID STONE WALL 5" DEPTH CONCRETE WALK 6" DEPTH COARSE AGGREGATE BASE CUT UMESTONE SLABS 5 10 KEYNOTES COPYRIGHT 2004 williams/associates/architects, ltd. LU re 015 0. LU 2 1— z 01 w 00 I— U.1 w w z cr cr 0 0 CD Cr, Cr, cp Co co co 0 0 0 0 z z LLJ 2 z LO no C) c S) (NI CD I— U) 0 CNI D 0 0 co a) cv (i) w 5 W u (1- i 0 O 1: Ct rk B C10.2