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DUMPSTER PAD TO BE <br />PLACED ON TOP OF <br />FOOTING <br />0 <br />'60 <br />F.G. <br />"N <br />8' THICK CONCRETE SLAB <br />(SLOPE AS REQUIRED. SEE <br />GRADING PLAN ELEVATIONS) <br />RECESS BLOCK <br />BELOW GRADE <br />118.4 <br />1/2'0x24' <br />LONG CANE <br />BOLT <br />7-0' <br />4' <br />O.D. <br />CO c <br />z <br />O <br />SECTION D <br />DUMPSTER PAD <br />N.T.S. <br />µ BARS 0 32' <br />O.C. GROUT <br />REINFORCED VOID <br />8' CN U BLOCK WALL <br />JOINT SEALANT <br />1/2' DKPANSION <br />JOINT MATERIAL <br />/-DUMPSTER PAD <br />WALL FOOTING <br />a <br />14 <br />m <br />Y Y <br />WELD SPACER <br />TO FRAME <br />WELD SLIDER TO <br />SPACER <br />SQ. METAL <br />TUBING <br />E <br />µ BARS O <br />it O.0 E.W. <br />COMPACTED BACKFLL OR <br />NAIVE SOL <br />/4 J-BARS <br />0 32' O.C. <br />4 #4 BARS CONTINUOUS <br />WALL FOOTING (FOOTING TO <br />BE SAME ELEVATION ON ALL <br />4 CORNERS) <br />FASTENER PATTERN <br />N.T.S. <br />1/2' 0 BAR 3 1/2" LONG TO <br />HANG UP CANE BOLT (WELD 10 <br />SQ. TUBING) <br />GATE ASSEMBLY <br />IN COMPOSITE AROUND <br />CANE BOLT HOLDER AS <br />REQURED <br />X 14' LONG <br />ROUND MECH. TUBE <br />E <br />SQ. TUBE X <br />14" LONG <br />DUMPSTER PAD <br />• 4• <br />DRLL (4) 3/4 x 3' LONG. HOLES (1) <br />EACH FOR OPEN POSITION & CLOSED <br />POSITION OF GATES <br />'-'--2 1/2* SQ. TUBE FRAME <br />WELD SPACER TO FRAME <br />1 1/2' SQ. TUBE SPACER <br />3/4' RD. TUBE SLIDER <br />SECTION E <br />WALL FOOTING <br />BELOW GRADE <br />CONCRETE <br />CURB <br />4 <br />FASTEN SLATS TO SQ. <br />TUBING WTH (2) <br />{110x21/2'LONG SELF <br />TAPPING SCREWS <br />2)' x2Jix3/16' <br />SQUARE MECH. RUBE <br />L <br />0 <br />DUMPSTER WALL <br />'L. <br />1.. <br />GATE ASSEMBLY <br />8' TH. DUMPSTER <br />PAD <br />CURB PLAN DETAIL <br />N.T.S. <br />2 ) x 2 Jr x 3/16' <br />SQUARE MECK. TIRE <br />GATE ASSEMBLY -- <br />I. SYR <br />I <br />T.O.P.1\ , <br />DUMPSTER ENCLOSURE GATE DETAIL <br />N.T.S. <br />• <br />3/16' GUSSET 1\\ <br />1 \� <br />\ <br />7,-9. <br />I I <br />3/16' <br />GUSSET <br />(1'P•) <br />/ <br />/ <br />CONCRETE CURB <br />(SEE CURB PLAN DETAIL) <br />_ll <br />/ <br />/ <br />/ <br />\1 / // 1 A <br />6' DIA. BOLLARD. TYP. <br />SEE SECTION B FOR LOCATION <br />AND PLACEMENT <br />BOND BEAM TO BE REINFORCED AND <br />FILLED WM CONCRETE. TOP OF <br />CONCRETE TO BE DOMED. <br />• 1/2'x8'0MIN.W-10' FlBER1EQ4 <br />COMPOSITE FENCE. <br />COLOR TO MATCH BLDG. EXTERIOR <br />MASONRY CMU BLOCK 8"x8"x16"- DUMPSTER ENCLOSURE <br />DESIGN WIND SPEED: 130 M.P.H. <br />1/4' SQ. PLATE ON TOP FOR <br />WATER RUNOFF <br />/ <br />i/ <br />I <br />/ <br />/ <br />/ <br />/ <br />D 1' 6' CURB <br />4 1/2 X 4 1/2 X 3/16' -� <br />SQUARE MECH. TUBE <br />Route/t <br />4' 0.D. X 3/16' <br />MECH. TUBE <br />FILL 4' RD. PIPE Will CONCRETE PRIOR <br />\ TO INSTAWNG 4 1/2' SQ. TUBING. <br />4 1/2 X 4 1/2 X 3/16' <br />SQUARE MECH. TUBE <br />/ <br />4' 0.D. X 3/16' ROUND <br />MECH. TUBE <br />CMU WALL <br />(BEYOND) <br />4 1/2 X 4 1/2 X 3/16' <br />SQUARE MECH. TUBE <br />GATE PULL HANDLE <br />(2 REQ'D.) <br />GATE ASSEMBLY <br />24" CANE BOLT <br />W/SUDERS (2 <br />REQ'D.) <br />F.G. <br />FINISH <br />GATE PULL HANDLE, BOTH SIDES. MONROE <br />PH-0240 <br />OR EQUIVALENT. <br />MIN. SPECS <br />PROJECTION: 2.06' <br />GRIP WIDTH: 0.56' <br />GRIP HEIGHT: 1.300' <br />DUMPSTER 10 BE: <br />• E HT. SMOOTH FACE CMU BLOCK WALL COLOR <br />TO MATCH BUILDING EXTERIOR FINISH <br />• ENDURAMAX PRE -BLENDED MORTAR (GROUT), <br />COLOR 'GRAY <br />WALL FOOTING <br />BEYOND <br />SECTION C <br />FINISH OF FRAMING (ALL EXPOSED METAL SURFACES) - UPON PREPARATION AND CLEANING <br />PER PAINT MANUFACTURER'S RECOMMENDATIONS, CONTRACTOR SHALL UTILIZE THE FOLLOWING <br />COATINGS: <br />1. PRIMER COAT - CPS-26 ZINC CHROMATE PRIMER (3 TO 4 MILS DFT) <br />2 FINISH COAT - 100 SERIES INDUSTRIAL ALKYD ENAMEL W/ HARDNER <br />ADDITIVE (3 TO 5 MILS DFT) - COLOR - BUCK <br />CMU DUMPSTER ENCLOSURE (COMPOSITE GATES) <br />16' <br />8' TIi. <br />DUMPSTER SLAB <br />DUMPSTER GAT ELEVATION <br />SCALE: 3/8 = 1'-0 <br />N <br />I <br />I <br />II <br />to <br />Iv A <br />Y <br />6' CONCRETE CURB <br />(SEE PAVING PUN) <br />lo <br />F.G. <br />4 <br />8' <br />r <br />F.G. <br />to b <br />••1.' <br />L < ;-•##44nBARS 0 32' 0.C. GROUT <br />ORCED VOID <br />18'-0' <br />♦ o r'.8" RI DUMPSTER <br />PAD <br />.1. • .. (2) /4 BARS O 4 O.C. PLACED IN <br />l. <br />• 1 , ,.,,BOND BEAM AND EMBEDDED IN , <br />CONCRETE <br />1.• •a' <br />SECTION B <br />DUMPSTER FOUNDATION PLAN <br />SCALE: 3/8 = <br />DOMED CONCRETE BOND <br />BE)AM4FILLER <br />(MOLD BEAM AND •EMBEDDED PLACED IN <br />IN CONCRETE <br />8'x8")06' MASONRY BOND BEAM <br />8'x8'X16' CMU BLOCK <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />r a <br />0.C. GROUT <br />REINFORCED VOID <br />7-0' <br />SEE WALL FOOTING <br />DETAIL <br />c I <br />1 <br />LJ <br />14' <br />µ J-BARS <br />0 32' <br />E <br />COMPACTED BACKRIL CR <br />NAPE SOIL <br />SECTION A <br />DUMPSTER FOUNDATION SFTION <br />SCALE: 3/8" = 1'-0 <br />8' <br />N <br />A <br />IC <br />I <br />F <br />F.G. <br />IR <br />µ J-BARS <br />0 32' O.C. <br />EXISTING BENCHES TO BE RELOCATED <br />398-8009 <br />4/20/2011 <br />4/20/2011 <br />Y <br />theDart <br />AND FACILITIES <br />0 G <br />OVERALL DIMENSIONS <br />14 3/8" <br />31. <br />Recommended Surface Mount Hardware: <br />3/8" x 3-1/2" Concrete Expansion Anchor Bolts <br />1-866-280-9894 <br />BIKE RACK DETAILS_ <br />N.T.S. <br />www.theparkcatalog.com <br />Page 1 of 5 <br />Page 5 of 5 <br />SHEET NO. <br />I Li <br />1 CI <br />LC) <br />0) <br />*12rjal() <br />CL <br />c., <br />c., <br />ztc‘il <br />•=tir‘ <br />Tm <br />LLI <br />eLLLI <br />0 " Lad <br />>- >ft <br />(Xcz <br />