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HomeMy WebLinkAboutA101-SITE DETAILS-7-19-193' - 6" 12' - 8" 16' - 2" 4' - 8 " 4" 8' - 1" 8' - 1" 16' - 2" 5' - 0 " 4' - 4 " 6" CONCTETE FILLED BOLLARDS SET IN 24" DIA. CONCRETE FOOTINGS. EXTEND 4' BELOW FINISHED GRADE. (TYP.) PAINT AND FILL WITH CONCRETE WTIH DOMED TOP 10 ' - 0 " 6' - 7" 6' - 5" 3' - 10" 1' - 2 " OUTLINE OF CONCRETE SLAB GARBAGE RECEPTACLES PROVIDED BY OTHERS 4"X2"X1/4" TUBE STEEL GAURDRAILS; CHAMFER & CAP ENDS 4" 4' - 0 " 10 ' - 0 " 16' - 10" 1 4" 3' - 6" CLEAR OPENING 12' - 0" 4" PIVOTING LATCH CHANNEL FORMED FROM 2" x 3/16" STEEL STRIPS WITH BOLT PIVOT 2" 5' - 5 " 1' - 0 " 3/4" BOLTED GATE HINGE (TYP.) 6" 16' - 2" 7' - 2 " 3/4" STEEL PIN FOR GATE HOLD-OPEN WELDED STOP 6" 1"X3"X1/8" TUBE STEEL CAP (TYP.) 1' - 6 " 1 8" 8" SLOPE SLAB 2% MIN. GATE 4" 2' - 8" 4" 2' - 8" 4" 2' - 8" 4" 9' - 4" 1 7' - 3 " 8" 8" SLOPE SLAB 2% MIN. ACCESS OPENING 4" 4' - 4" 4" 4' - 0" 4" 1 4"x4"x3/16" TUBE STEEL POST (TYP.) 7' - 2 " 1/2" BASE PLATE WITH (4) 5/8" X 10" EPOXY SET ANCHOR BOLTS WITH LEVELING NUTS AND LOCK WASHERS NON-SHRINK STRUCTURAL GROUT PACK (TYP.) CONCRETE SLAB THICKENED AT POST LOCATIONS AS INDICATED 6" THICK REINFORCED CONCRETE SLAB 2"X1 1/2"X1/8" TUBE STEEL RAILS (TYP.) 1' - 6 " 4' - 4 " 1' - 4 " 4" 2" 3" 2" 3" 2" 4" 3' - 7 1/2" 4" 3' - 7 1/2" 4" 3' - 7 1/2" 4" 3' - 7 1/2" 4" 16' - 2" 1 1/2"X1 1/2" X 1/8" ATTACHMENT TAB WITH 5/16" THROUGH BOLT (TYP.) 1 4' - 0 " 4" 2X2X1/8 STEEL TUBE 5/8" STEEL ROD ELEVATION SECTION TYP. 4' - 0" T Y P . 3' - 2 " 2"X2"X1/8" STEEL TUBE HANDRAIL IN APPLICABLE LOCATIONS BASE PLATE WITH BOLTS AND NON SHRINK GROUT TYP. 4"x4"x3/16" TUBE STEEL POST WITH EXPOSED END CAPPED (TYP.) 1/2" BASE PLATE WITH (4) 5/8" X 10" EPOXY SET ANCHOR BOLTS WITH LEVELING NUTS AND LOCK WASHERS NON-SHRINK STRUCTURAL GROUT PACK (TYP.) CONCRETE SLAB THICKENED AT POST LOCATIONS AS INDICATED 2"X1 1/2"X1/8" TUBE STEEL RAILS (TYP.) POWDERCOATED 10GA. STEEL PANEL (TYP.) 4"X2"X1/4" GUARD WHERE SHOWN ON PLAN 2' - 8 " 1' - 4 " 4' - 0 " 4" 2" 3" 2" 3" 2" 4' - 4 " 2" 3" 2" 3" 2" 6" 1 7' - 2 " 1 1/2"X3"X 10GA STEEL SUPPORT CONCRETE RETAINING WALL FOR RAISED LANDSCAPING BED RECESSED COURTYARD CONCRETE SLAB 2X6 REDWOOD BENCH SEAT RAISED LANDSCAPING BED; SEE LANDSCAPING DRAWINGS 1' - 6 " 2' - 0" s h e e t p r o j e c t c o d e ad d r e s s © 2 0 1 9 I N T R I N S I K revisions 11 1 N o r t h T r a c y Bo z e m a n , M o n t a n a 59 7 1 5 Fa x : 4 0 6 . 5 8 2 . 8 9 1 1 Ph : 4 0 6 . 5 8 2 . 8 9 8 8 C: \ _ R E V I T \ S B B C E N T R A L _ h f m t c 3 . r v t .A101 SBB 106 EAST BABCOCK ADAPTIVE RE -USE SITE DETAILS 106 E. BABCOCK ST. BOZEMAN, MT 59715 2019 -05 -27 1/2" = 1'-0" .A101 1 DUMPSTER ENCLOSURE - PLAN 1/2" = 1'-0" .A101 2 DUMPSTER ENCLOSURE - NORTH ELEVATION 1/2" = 1'-0" .A101 5 DUMPSTER ENCLOSURE - EAST ELEVATION 1/2" = 1'-0" .A101 4 DUMPSTER ENCLOSURE - WEST ELEVATION 1/2" = 1'-0" .A101 3 DUMPSTER ENCLOSURE - SOUTH ELEVATION 1/2" = 1'-0" .A101 8 TYPICAL EXTERIOR GAURDRAIL DETAIL 1/2" = 1'-0" .A101 6 DUMPSTER ENCLOSURE SECTION DETAIL 1/2" = 1'-0" .A101 7 TYPICAL COURTYARD BENCH DETAIL No. Description Date 1 CITY SITE PLAN/ CCOA REVEIW CORRECTIONS 7/19/2019 2019-07-19