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isl linder0'-0" 2'-11 1/4" TOP VIEW FINISHED GRADE C L C L 0'-0" FINISHED GRADE -(0'-10") PROJECT ENGINEER FOR EXACT SOIL CONDITIONS. CONSULT REBAR (BY OTHERS) PER LOCAL CONCRETE FOOTING AND NO. 4 REQUIREMENTS. NOTE: 2170-5-E (DIRECT EMBEDMENT) CYCLOOPS PARKING VAN ACCESSIBLE RESERVED THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE. NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN, WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC COPYRIGHT © ALC ARCHITECTURE LINDER AND CHINDEN 1119 E. State Street, Suite 120 - Eagle, Idaho 83616 p. 208.514.2713 www.alcarchitecture.com 7.30.2019 alc - 19109 1653 W ISLAND GREEN DR SITE LAYOUT 6'-0" 6'-0" STRUCTURAL 'B' DECK FULLY CMU WALL CAP WELDED TO TUBE FRAME, PRIME AND PAINT TO MATCH BUILDING. CMU WALL CAP SCALE: TRASH ENCLOSURE PLAN 1'-2" 1'-6" 4" 1" 1'-0" 5'-0" 3'-0" 9 8"∅ X 18"D CONC. FTG., INBED POST INTO CONC. STEEL SLEEVE TAIL-SPAR BOLTED CONNECTION, (TYP) 2" SQUARE STEEL TUBE PRIMED & PAINTED (WHITE) VAN ACCESSIBLE SIGN AT REQUIRED STALL FIBERGLASS PLATE SIGN W/ PAINTED ON LETTERS & CONCEALED FASTENERS. 1/2" 1/2" 1/8" NOTE: PROVIDE JOINTS AS SHOWN ON THE PLAN WITH EXPANSION JOINTS AT NOT MORE THAN 20'-0" O.C. AND CONTROL JOINTS WHERE EXPANSION JOINTS ARE NOT REQUIRED. GRANULAR FILL 1/4" TOOLED RADIUS GRANULAR FILL SEALANT SCALE: N.T.S. 1 SIDEWALK DETAIL CONC. WALK, BROOM FINISH TRAFFIC RESISTANT CAULK OVER TOP OF 1/2" X 4" EXPANSION JOINT FILLER - HELD DOWN 1/2" SAWCUT OR TOOLED JOINT W/ 1/4" RADIUS EDGE CONC. WALK, BROOM FINISH EXPANSION JOINT CONTROL JOINT SCALE: N.T.S. 2 RAMP DETAIL 1/4" TOOLED JOINTS @ 6" O.C. 4'-0" MIN. FLUSH WITH PAVEMENT SLOPE 1:12 SLOPE 1:12 SLOPE 1:12 DESIGN PER ICC/ANSI A117.1-2003 SECTION 406 CONCRETE SIDEWALK SCALE: N.T.S. 3 BIKE RACK DETAIL 3'-0" 3'-2 3/8" 21 2" SCALE: N.T.S. 4 ADA PARKING DETAIL SCALE: 1"=1'-0" 5 ADA PARKING SIGN SCALE: 3/4"=1'-0" 6 PIPE BOLLARD 16"∅ CONCRETE FOUNDATION 6" SCALE: 3/8"=1'-0" 7 TRASH ENCLOSURE FRONT ELEVATION SCALE: 3/8"=1'-0" 8 TRASH ENCLOSURE ELEVATION 14'-8" SCALE: 10 TRASH ENCLOSURE SECTION 3 '-0" NOTE: VERIFY LOCATION OF UNDERGROUND UTILITIES BEFORE DRILLING FOR CONCRETE FOUNDATIONS FINISH PAVING (SEE CIVIL) 3'-6" CEMENT WASH SLOPED 1" ABOVE PAVING 6"∅ STANDARD STEEL PIPE-CONCRETE FILLED PAINT TWO COATS EXTERIOR ENAMEL ROUND CONCRETE CAP 1'-4" CMU WALL CAP 14'-8" SLOPE STEEL GATES CIVIL DWGS. FOR GRADES SLOPE CONC. PAD AWAY AT 1/4"/FT. SEE WALL 8" CMU 6'-0" SD1.2 10 6'-0" (2) #5 REBAR ASPHALT PAVEMENT (1) #5 X CONT. NOTE: VERIFY LOCATION OF UNDERGROUND UTILITIES BEFORE DRILLING FOR CONCRETE FOUNDATIONS. 2'-0" 8" 8" 8" 1'-0" 2'-0" (2) #5 BARS CONT. 6" CONC. SLAB OVER 4" COMP. GRAVEL BASE 13x13-D5xD5 W.W.F. (1) #5 REBAR (VERT.) @ 32" O.C. - GROUT SOLID (1) #5 REBAR - GROUT SOLID SWING LATCH. CANE BOLT. OF BOLLARD PLAN ELEVATION CL TYP. PIPE SLEEVE HINGE 2 1/2" SQ.X3/16" THK. STL. TUBE, PAINT 2 1/2"X2 1/2"X3/16" STL. ANGLE DIAG. BRACE BEYOND 22GA. CORR. GALV. SHT. MET. SIDING, PAINT 2 1/2" SQ.X3/16" THK. STL. TUBE, PAINT PIPE SLEEVE HINGE, PAINT 8" CMU, STUCCO 3" 2" 3" 1-3/8" 6" DIAMETER STEEL PIPE FILLED W/ CONCRETE EMBEDED INTO CONCRETE FOOTING. PAINT SCALE: 11 GATE SUPPORTS 5 '-0" OR AS REQUIRED BY CITY 8" 1'-0" 2'-1" 5'-0" or as REQUIRED BY CITY 4" 1'-0" 8" 1'-6" 24'-7" R2'-0" R1'-8" 3" 6" RADIUS PAINT CONFORM DIMENSIONS, CONFIGURATION, AND COLORS WITH LOCAL GOVERNMENTAL AGENCY AND ADA GUIDELINES 4" WIDE PAINTED BAR CENTER OF PAKING SPACE 8 SD1.2 7 SD1.2 CMU WALL WITH STUCCO TO MATCH MAIN WALL COLOR SPLIT FACE CMU WALL PAINTED TO MATCH MAIN WALL COLOR 3'-4" 2'-8" SMOOTH FACE CMU WALL PAINTED TO MATCH MAIN WALL COLOR 1-1/2"=1'-0" 1/4"=1'-0" 1/2"=1'-0"