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HomeMy WebLinkAbout20260116_PJA26-0017_Trash Enclosure s PREFINISHED METAL CAP Q FLASHING TO COVER STEEL BASE PLATES-TYP. FENCE 8" 6"SCH.80 X 6"HINGE PREFINISHED METAL GAP 0 FLASHING-COOL ZINC GRAY TS 1"X 1' SPLIT FACE BLOCK- TS 1"X DRYBLOCK ADDITIVE- NATURAL i i CANE BOLT CONCRETE FOOTING REST A ti 5„SCH.80 STL POST, L. _______________________________ 1_ GROUTED SOLID CONVEXTOP 4'x24"x 1/4"PLATE �L �TFOOTINGS BEYOND SEE Q '� -- PLAN AND DETAIL S/AIO2 i o CONCRETE BOLTED TO FRAME& --- - --- -- J SURFACE FENCE 1'DIA.STEEL GUIDES WELDED TO EAST ELEVATION = Z t PLATE(TYP.OF 3) 'S"* y a 6"SCH.BOX 6"HINGE DIA.STEEL GUIDES Oa 2 WELDED TO PLATE % g i i 6"SCH.80 X 3"HINGE 6"DIA.SCH.40 (TYP.OF 3) « TUBE STEEL WALL PACK u 3 SUPPORT,WED TO POST BOLLARD FILLED 24"A5"CANE BOLT WITH (3/4"DIA.) ` F ASHING INISHED METAL GA _ -- - --- -- J CONCRETE.PAINT - i? TYP.1/2"EXP.JT.AROUND CAUTION YELLOW ? BOT.OF CANE BOLT R m POST PLATE I"BELOW BOT. ` SPLIT FACE BLOCK- SLOPE TOP OF OF GATE FRAME DRY-BLOCK ADDITIVE FOOTING 1" SLOPE TOP OF CONCRETE - 1'DIA.X 1"DEEP SLEEVE IN PAVEMENT AWAY FROM POST 9 rn PAVEMENT PAVEMENT FOR CANE 1"SAND LAYER BETWEEN SURFACE ATCTIONSOSE 90°OPEN FRONT SE�OON GATE POST POSITIONS - --- - --- -- J ELEVATION W PAVEMENT AND POST FOOTING y _ 1/2'EXP JNT FILLER © - CANE BOLT L PER GATE) iLL a AROUND AT CWITH CAULK ULK ONIC i--+--}----Ir 0HOLE FOR THRU ------4 4--- ONC PAVING -"-"-"- ° TM� { --- 3/8"LT - = SOUTH ELEVATION NORTH ELEVATION 1/2"EXP.JT. -I - ND NG .a...�.,- Aa DU A.CONORIETE _ NORTH,SOUTH,AND EAST ELEVATIONS 1/4"= 1'-0" B -III-III -1 III PAINTED PLATE FOOTING - •,, ® GATE HANDLE -III-III-III' _ -1 -III ;° �. I`• SEE STRUCTURAL a PROVIDE3/8' E #4 TIES @ 8"O.0 6 DWGS FOR FOOTING —III— —III- WIDE X 1.5" B m DESIGN AND CALCS —�1 I- NOTCH FOR SWING LATCH z FU FU (8)#5 VERTS-EO. - 2X2 STEEL GATE n G2 0 W SPACED -III-III-III FAME IV SEE STRUCTURAL 0 Q) 4.5"X3"Xi/4" DWGS FOR FOOTING PLATE-WED TO DESIGN AND CALCS 30 2X2 GATE FRAME 25'-4" wQ INQ 2,-0" 4'-6" 4,-6 4,-6 4'-6" 3-3" PLASTIC NUMBER FENCE PICKET NOTES 4e'ABOVE TOP OF PAVEMENT w GATE POST FOOTING 3/4"= 1'-0" H TRASH ENCLOSURE BOLLARD DETAIL 3/4"= 1'-0" F 2.ALIGN STOP PVSE WITH SWING ATCN. J Q 0 S6.0 ° 0 Q STOP PLATE SECTION - SYMBOL AREA MANUFACTURER COLOR GATE HARDWARE:ALL HARDWARE AND 1'X1"STEEL BAR SPACER PLASTIC LUMBER PICKETS ❑❑❑ ❑❑ ❑❑❑❑❑❑Qio❑❑❑❑ ❑❑FIQ❑❑❑❑❑❑❑❑ w ACCESSORIES SHALL BE HEAVY GALVANIZED. O SW 7055 WELDED TO 6"DIA.x6" FASTEN TO STEEL TUBE _ --- of GATE FRAME COLOR SHERWIN WILLIAMS HINGE&2'x2"x3/16" FRAME W/STAINLESS -----�- -- ---------- GATE STOP:MUSHROOM TYPE OR FLUSH ENDURING BRONZE ❑ ❑ STEEL TUBE GATE FRAME STEEL SELF TAPPING ❑ �I �I D� �� Q ❑ DRAWN: $C PLATE WITH ANCHORS SET IN CONCRETE TO i L PLUNGE BA CENTER oflQP woo OR 2 PIPE BOLLARDS SHERWIN WILLIAMS CAUTION YELLOW SCREWS 7_1GREASE ZERK ON TOP AND _- ,__ __________ _____ ________________ PLUNGER BAR. ❑ D I N� ❑ B CHECK: EEIG BOTTOM HINGE I 6"PIPE,FILLED W/ Q I I GATE NOTES:(4)EQUAL WIDE x"'HIGH ❑ iQ C CRETE.TOP OF I. I - I ❑ G2.O - MTL GATES,TYPE'B'1 1/2"DECKING,22GA. O HDPE LUMBER MAX.R LIGHT BROWN TEXTURE PI :4'ABOVE SLAB, I I I ` JOB N O: 25-fat(o W/T.S.1 X 1.18T8 BAR CROSS BRACING 6'DIA.SCHEDULE 80 B ❑ HICKENED WELDANDGRINDSMOOTH ALL PIPE G20 EDGE/FOOTINIi II_ I SEE DETAIL B/�V CONNECTIONS,TYP.PRIME AND PAINT ALL HINGE _ ❑ d D4} C I I I Q /'�`, I STEEL COMPONENTS. - ❑ 1 I 1 TD I -171 FDIA.SCHEDULE 80 - LANDFILL D ; ; V -- --- a RECYCLE d ENCLOSURE NOTES N.T S. G SCHEDULE N.T.S. E ALIGN CENTER OF HINGE WALLPACKINSIDE ❑ 6"CONCRETE PAVEMENT 28 D q i Q POST WITH CENTER OF OF DUMPSTER ❑ 200 GAL `J MIN.COMPRESSION SVENGTH OF GATE FRAME ENCLOSUREEA3E __4,000 PSI WITH#4 CONT_E_W_@� ___ __Q_D____________;.' 0 x2x 6STEELTOBE - GATEPRAMEaTsrxr ❑ O.C. D Q WALL PACKS INSIDE - ❑ SUB-GRADE PER GEOTECHNICAL AND OUTSIDE OF Lj II--II ENGINEER'S RECOMMENDATIONS DUMPSTER ENCLOSURE ©2 OE GATE HINGE DETAIL L� D 4 PLAN SECTION ❑ .I I I I I I I I I --__ II —&CAPS,18"LONG@�� D a 30"DIA.X 42'DEEP ___ #4 SMOOTH DOWELS D !L N U FOOTING �� PER I� PLAN 24A] _ --- z l--1 T DIA.SCHEDULE 80 PIPE 'L fi 4 24'-8' D A COLUMN 4 1,2C&F Z SEE GATE HINGE DETAIL 4 1"DR,QP ROB HOLES I F W SEE DETAIL 4/AI.02A AT AL OPEN AND FOR GATE CONSL C2 ABOVE I 7"CONCRETE PAVEMENT W/2$�'WIDE 4 G2.O Z (LI \I IT THICKENED EDGE AROUND ENTI CLOSED GATE Q EDGE OF CONC.PAVING 1'A -- PERIMETER,28 DAY MIN.COMPRE8 ON LOCATIONS _ z w �/ 4,^ TRENGTH 0[J4,000 PSI WITH#4 NIT. g v/ GROUT SOLID W/ �.@ 24"O.C. Q O SUB-GRADE PER GEOTECHNIC D `J Lu t- IF- CONCRETE _ PLASTIC LUMBER 2 `J FItlPINEER'S RECOMMENDATI S. `J (O Z (n II W PICKETS V I Q D � = O w Z 2"FENCE POST CONCRETE NOTES D `J D D ~ .'o - ---- 1.M INSTALL 1/2"EXP.JT. `J `J O L 1t � W MATERIAL AND CONCRETE SLABS D N Z 9 L= 2X4 RAIL BETWEEN CONCRETE SLABS - � `J D Q M2.INSTALL CONTROL JPS AT a. L - .4- p J — MAX.10'O.C.IN SLABS S,PHHHH GATE SIMPSON STRONG- D SEE,M C D TIE FIST PIPE GRIP n II _ r ____________________________ n II TIE - - D 4 `J � ___ IDE -6'GATE P05T5--------------------------- ---- ----------------------------------`--- _ - I PAVING BELOW ❑ PLAN SECTION EDGE OF CO BADE D ENTIRE NC 24"WIDE X 12' LL I I I I THICKENED EDGE ON EDGE OF CONC PAVIN EDGE OF CONCRETE C1 CONCRETE SLAB- CURBING-SEE SITE PLAN EMBEDDED IN 6 CANE BOLTS NTIRE PERIMETER ':4FFF CONCRETE REFER ---- A1mR G2.0 FOOTING TO 5/A1.03 L Z G2.0 WEST ELEVATION 3/8"= 1'-0" p GATE DETAILS N.Ts. C TRASH ENCLOSURE PLAN 3/8"= 1'-0" 1 A IF - EE