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016 A1.1 SITE DETAILS
3 yd DUMPSTER1 12 4X4 TUBE STEEL COLUMN, TYP. (5) 2X4 T.S PURLINS EQ. SPACED 4X6 T.S. BEAM 22 GA. 7.2 STRUCTURAL PANEL ROOF (COLOR BY ARCHITECT) ROOF PLANSLOPE 1:124" THICKENED EDGE CONC. SLAB W/ #3 BARS @ 18" O.C. EA WAY OVER 6" WASHED GRAVEL P3.5 X 60" STEEL PIPE BOLLARD, 36" HIGH, TYP. 4X4X3/16" T.S. POST, TYP. WELD HINGES TO ALLOW 180° MIN. GATE SWING. PLAN FRONT ELEVATION NOTE: VERIFY COLOR SELECTIONS W/ ARCHITECT, STEEL TO MATCH PANEL COLOR TS 4"x6"x3/16 BEAM, CAP ENDS TS 4X4X3/16" POSTS, SET IN 12" DIA. SONOTUBE 22 GA. 7.2 PANELS LEFT SIDE ELEVATION (5) 2X4 T.S. PURLINS EQ SPACED, CAP ENDS TS 4"x6"x3/16" BEAM CAP ENDS RIGHT SIDE ELEVATION 12" SONO-TUBE PIER, TYP. L 2X2X3/16" FRAMECORRUGATED METAL L 2X2X3/16" FRAME PIVOTING GATE LATCH6' - 2"8"4" SLAB 10' - 0"7' - 0"ROOF OUTLINE CL CL CL CL 4" 6"9' - 0"6" 10' - 0" CORRUGATED METAL6' - 0"6' - 0"9' - 0"SLOPE 1/8"=1'-0"6' - 0"6' - 0"CL SLAB13' - 0"CL CL CL 5' - 4"3' - 8" CL12' - 0"5' - 4"3' - 8" CL CL 2"1 12 7' - 0"2"6' - 2"5' - 6"8"4"4" L2"x2"x1/4 DOOR STOP CLCL 2' - 10"2"1' - 4"2"4"6"4"NOTES: 1. ONE 'U' RACK HAS A (2) BIKE CAPACITY. 2. MAINTAIN 24"-30" SPACING BETWEEN 'U' RACKS. 3. MAINTAIN 24" FROM ANY PARALLEL WALL OR OBJECT. 4. MAINTAIN 30" FROM ANY PERPENDICULAR WALL OR OBJECT. HANDICAPPED PARKING ONLY PERMIT REQUIRED $100 FINE 6" DIA. x 12" CONC. BASE TOP OF CURB/WALK OR FINISH GRADE STEEL POST SET IN CONCRETE BASE STEEL HANDICAP PARKING SIGN (WHITE SYMBOLS AND LETTERS ON BLUE BACKGROUND) WALL MOUNTED HANDICAPPED PARKING ONLY 4' - 6"1' - 0"6"2' - 0"8' - 0"1' - 6"1' - 6"2' - 0"6' - 0"8' - 0"7' - 11"22' - 9"7' - 8"7' - 11"+/- 1' - 6"2' - 0"1"x1" CHAMFER, BOTH SIDES 1/2" EXP. JOINT W/ SEALANT 4" REINF. CONC. SLAB PREPARED SUB-BASE 2'-0" REINF. CONC. WALL, SEE STRUCT. PREPARED SUB-BASE 8 yd DUMPSTER 2 12 4X4 TUBE STEEL COLUMN, TYP. 2X4 T.S PURLINS @ 36" O.C. (MAX.) 4X6 T.S. BEAM 22 GA. 7.2 STRUCTURAL PANEL ROOF (COLOR BY ARCHITECT) ROOF PLANSLOPE 2:12SLOPE 1/8"=1'-0"4" THICKENED EDGE CONC. SLAB W/ #3 BARS @ 18" O.C. EA WAY OVER 6" WASHED GRAVEL P3.5 X 60" STEEL PIPE BOLLARD, 36" HIGH, TYP. 4X4X3/16" T.S. POST WELD HINGES TO ALLOW 180° MIN. GATE SWING. PLAN FRONT ELEVATION NOTE: VERIFY COLOR SELECTIONS W/ ARCHITECT, STEEL TO MATCH PANEL COLOR TS 4"x6"x3/16 BEAM, CAP ENDS TS 4X4X3/16" POSTS, SET IN 12" DIA. SONOTUBE 22 GA. 7.2 PANELS LEFT SIDE ELEVATION 2X4 T.S. PURLINS @ 36" O.C. CAP ENDS TS 4"x6"x3/16" BEAM CAP ENDS RIGHT SIDE ELEVATION 12" SONO-TUBE PIER L 2X2X3/16" FRAME CORRUGATED METAL L 2X2X3/16" FRAME PIVOTING GATE LATCH 6' - 2"8"4" SLAB 12' - 0"6"4' - 6"4' - 6"COL.6' - 8"2"ROOF OUTLINE CL CL CL CL CL CL 4"SLAB10' - 0"6"4' - 6"4' - 6"6"6"5' - 6"5' - 6"6" 3' - 3"4' - 6"3' - 3"6"4' - 6"4' - 6"6"2' - 0"3' - 0"3' - 0"2' - 0"6"11' - 0"6" 12' - 0"10' - 0"4"CORRUGATED METAL 2 12 OPEN 12' - 0"10' - 0"10' - 0" STATUS: JOB NO.: CHECKED: DRAWN: Copyright © 2022 04/12/2022 BLOCK 2, LOT 10, NELSON MEADOWS SUBDIVISION,BOZEMAN, MTMH JDS 20-046 BID SET A1.1BIG SKY BENEFITSOLUTIONSSITE DETAILS 1/4" = 1'-0"A1.1 6 TRASH ENCLOSURE - 3 CU. YD. 1/2" = 1'-0"A1.1 2 BICYCLE RACK 3/4" = 1'-0"A1.1 4 HDCP SIGN 1/4" = 1'-0"A1.1 3 CONSTRUCTION DUMPSTER 1/2" = 1'-0"A1.1 5 CONC. BENCH REVISION SCHEDULENO:DESCRIPTION:DATE:BY:1C.O.B. REVISIONS07/13/22AS1 1/4" = 1'-0"A1.1 11 TRASH ENCLOSURE - 8 CU. YD.