SP-1.1_Dumpster2SP-26'-8"
8'-8"26'-0"CMU8" CONCRETETEX-COTE TO MATCH BUILDINGSEAL INTERIOR SURFACES2SP-26'-8"
8'-8"16'-8"CMU8" CONCRETETEX-COTE TO MATCH BUILDINGSEAL INTERIOR SURFACESWALLBEYOND12'-8"CMU2SP-26'-8"8'-8"16'-8"8" CONCRETETEX-COTE TO MATCH BUILDINGSEAL INTERIOR SURFACESWALLBEYOND1'-8"MIN.1'-0"3" CLR.2'-0"EXTERIOR SURFACE SEECIVIL 6" CONC. SLAB ON GRADE W/ #4 AT 16"O.C. EACH WAY OVER COMP. GRAVELBASECONCRETE CURB (3) SIDES CONT. FOOTING ON COMPACTEDSUB-BASE W/ REINF. AS INDICATED COMPACTED GRANULAR FILL FROMTOP OF FOOTING TO SLABBASE (3) #4 HORIZ. BEND ALTERNATE BARS1/2" EXP. JT. FILLER8'-4"512"6"TYPICAL WALL SECTION6'-6"8" CONCRETETEX-COTE TO MATCH BUILDINGSEAL INTERIOR SURFACES5/8" DIA. RODS 3" X 3" X 14" GATE LEAFPERIMETER STEELANGLE FRAME 7/8" I.D. PIPESLEEVES-WELD TOGATE FRAME ATBOTH SIDES & FORFULL LENGTH OFPIPE1-1/4"3/163/161-1/4"1-1/2"x1-1/2"x1/4"1-1/2"LPUNCH 5/8" HOLE FORCANE BOLT (TYP. OF 2)1-1/4"3/16 3/4" DIA. x 6" LONG STEELPIPE SLEEVE SET IN CONC. ORGROUT POCKET WHENLOCATED IN ASPHALT5/8"Øx18"L CANE BOLTFROM STEEL RODSTEEL WASHER-STOP,WELDED TO ROD AFTERMOUNTING ANGLES INPLACE-VERIFY TRAVELSTEEL GATE ANGLEFRAMESCANE BOLT7 12" TILT UP C4 X 7.75 X 5'-4" LONG STEELCHANNEL W/ (5) 5/8" DIA.EMBEDDED STUDS PROVIDESOLID END CAPS TOP & BOT. FRAME DOOR (4) SIDES W/ 3"x 3" x 1/4" ANGLE-WELDED (2) PAIR HEAVY DUTY 5KNUCKLE BUTT STEELHINGES WELDED TO JAMB &FRAME OR CONT. HINGE (PERLEAF) 1/4" STEEL BAR STOCK WELDPLATE TO BRIDGE DECKFLUTES FOR WELDING OFBOLT SLEEVE PIPE 22 GA. 1-1/2" STL. 'B' DECKCORRUGATED DECKINGWELDED TO FRAMEPAINT ALL GATE LEAFCOMPONENTS, HINGES ANDACCESSORIES AS NOTED THICKEN EDGE OF CONC. STRESS PAD TO10" W/ (2) #4 HORIZ. AROUND PERIMETER6" THICK CONC. SI) W/ #4 AT16" O.C. EA. WAYFABRICATED STEEL GATE LEAVES TOPROVIDE A MIN. OF 120° SWING. PROVIDECANE BOLT SLEEVE IN PAVEMENT ASRECEIVER FOR HOLD-OPEN STOP 6" THICK CONCRETE W/ #4 AT 16" O.C. EA.WAY. ADJUST TO FINISH GRADES WITHSLAB PAVEMENT EDGE CONFIGURATIONAS SHOWN ON SITE GRADING PLANSLOPE DOWN
PER CIVIL TOOLEDC.J.TYP.RAISED THICKENED EDGE OFCONCRETE. (3) SIDESRAISED THICKENED EDGEOF CONCRETE. (3) SIDES6"6"12'-8"6'-0"CJCJCJ8 yd26'-0"12'-8"6"16'-8"6SP-1.12SP-1.13SP-1.14SP-1.15SP-1.18" POURED IN PLACE CONCRETETEX-COTE TO MATCH BUILDINGSEAL INTERIOR SURFACESSLOPE DOWN
PER CIVIL
TOOLEDC.J.12'-8"6'-0"CJCJ4'-0"DUMPSTER orBINS FORRECYCLING8"NORTH12'-8"
16'-8"8"8"8"26'-0"8" POURED IN PLACE CONCRETETEX-COTE TO MATCH BUILDINGSEAL INTERIOR SURFACESNOTE: PAINT ALL EXPOSED STEEL GATE COMPONENTS WITH PRIMER & (2)COATS SEMI-GLOSS D.T.M. EXTERIOR ALKYD ENAMEL2'-8" MIN.1"x14" STRAP WELDED TO BACK OFDECKING OF EACH DOOR LEAF 3"x3"x 1/4 ANGLE FRAMEWELDED AS REQUIREDCANE BOLT (BOTTOM) DROPBOLT (TOP) REF: 7 / SP-1.15'-8"4" MIN.NOTE: GATES HAVE PIN SLEEVES IN OPENAND CLOSED POSITION8'-8"8SP-1.11-1/2"-22 GA. METAL 'B' DECKGATE LEAF PANELS1-1/2"-22 GA. METAL 'B' DECKGATE LEAF PANELS9SP-1.12'-8" MIN.1"x14" STRAP WELDED TO BACK OFDECKING OF EACH DOOR LEAF 3"x3"x 1/4 ANGLE FRAMEWELDED AS REQUIREDCANE BOLT (BOTTOM) DROPBOLT (TOP) REF: 7 / SP-1.15'-8"4" MIN.8SP-1.191-1/2"-22 GA. METAL 'B' DECKGATE LEAF PANELS1-1/2"-22 GA. METAL 'B' DECKGATE LEAF PANELSSP-1.19SP-1.110-13-202010-13-2020ELDORADO 72K OFFICE BUILDING
ELDORADO BUSINESS PARK
MERIDIAN, IDAHO 83642
OVERLAND WAY BJMSP-1.1TRASH ENCLOSURE PLAN3/8" = 1'-0"1SP-1.1TRASH ENCLOSURE NORTH ELEVATION1/2" = 1'-0"2SP-1.1TRASH ENCLOSURE SOUTH ELEVATION1/2" = 1'-0"3SP-1.1TRASH ENCLOSURE WEST ELEVATION1/4" = 1'-0"4SP-1.1TRASH ENCLOSURE EAST ELEVATION5SP-1.1TRASH ENCLOSURE CMU SECTION6SP-1.11/2" = 1'-0"1" = 1'-0"GATE LATCH7SP-1.13" = 1'-0"CANE BOLT8SP-1.13" = 1'-0"GATE9SP-1.13" = 1'-0"