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HomeMy WebLinkAboutDecision 3769 - H - Site Detail SheetE*onMob11 Fuels Marketing A YWUY W @W VJR CfeKMlia, Talsonon 2X4 TREATED TRIM 0 TOP OF [Enghwoong POSTS &SLATS. NAIL AT 12" O.C. MIN. CDMICHT©2002 MON MOBIL CORP. ALL RIGHTS RSE D LOCATE GATE ON SIDE OF 2X4 TREATED AT TOP OF 04 WOOD & ENCLOSURE AWAY FROM STREET .0 6X6 GALV. MTL. POSTS. F F REFER TO CIVIL DRAWINGS FOR OD LOCATION AND ORIENTATION m NO O 22'-4" p - 5' 4-3/4" 5' 4-3/4' 5' 4-3/4" 5' 4-3/4" 3'x3 x1 1/2 WIDE 1/47 Z a 3' by 6' (NOM) FENCE GATE BOLT TO POST 41" 44 TREATED WITH 3 PR HINGES, LATCH AND Z_JU 5_ WOOD POSTS HASP LOCK RE: DETAIL 11 1A 1 X 6 TREATED FENCING SLATS cc o LU "o (TYP.) NAIL TO 2X4 AND 4X4 SUPPORTS W/ MIN. U = W 4'_4• ca W QiXZ .v 2 GALV. NAILS PER SLAT PER CROSSING Z N PAIR SWING CATES FABRICATED C _ U U M FROM 4"X4"X1/4" STEEL SO. TUBE a W W/DIAGONAL BRACE WELDED CORNER TO ��'�o p CORNER. HOT DIP GALVANIZE AFTER y Z 44 POST 2 -- �" GALV. POST CAP WELD TO TOP OF POST < APPLYING FINISHED FENCING 0 PRIOR TO HOT DIP. GALV. C2.2 0 Il 114\\5'-0"45'-0'/1/4- 5,-0" o_ oo SPACESPACE A FOR HINGE FOR HINGE 22'-4" FOR HINGE 2x4 0 TOP BOTTOM AND CENTER OF POSTS. LL 2X4 TREATED TRIM 0 TOP OF W Z POSTS & SLATS. NAIL AT 12" O.C. MIN. a 0 3"x3"x1 1/2"WIDE 1/4" GALV.? BOLT O F O- io TO 4x4 WOOD POST W/ 3/8"x3" GALV. K N I Q r 2X4 TREATED AT TOP OF POST Q W � w LAG BOLTS ® FACE EDGE OF POST AS N AS SHOWN. T, 1 ® -ICV [lrn ° C2.2 SHOWN FASTEN 2x4 HORIZ. FENCE SUPPORT TO ? W/ 3/8"x3" GALV. LAG BOLTS. I "T u1w� CD L 3"x3"xi 1/2"WIDE 1/4? DO 6x6 GALV. STEEL TUBE •d EMBEDED (MIN. 6') SIMPSON A3.4 I I d d RE: DETAIL 16/AA35 i a N 1 X 6 TREATED FENCING SLATS ALTERNATE DIR CTIONLATE a Cp i a 90' EVERY POST. 0 2 GALV. NAILS PER SLAT PER CROSSING d l ® 4 d 0 <D MIN. -BOTTOM OF --U • �� 4X4 POST ABOVE FIN. SLAB D 41. 2 - d d a ° t VARIES _ J.a W/ SLOPE ° " . 4" THICK MIN. 3000 PSI CONC. <'. 4 VARIES SLAB REINF. W/ 6X6 6/6 W.W.M. 1. 5' 4-3/4" 5' 4-3/4' 5' 4-3/4" 5' 4-3/4" Z a 3' by 6' (NOM) FENCE GATE 44 TREATED WITH 3 PR HINGES, LATCH AND Z_JU 5_ WOOD POSTS HASP LOCK RE: DETAIL 11 1A cc o LU "o (TYP.) O w O O O U = W 4'_4• ca W QiXZ .v Z ft Q PAIR SWING CATES FABRICATED C U U M FROM 4"X4"X1/4" STEEL SO. TUBE W W/DIAGONAL BRACE WELDED CORNER TO ��'�o CORNER. HOT DIP GALVANIZE AFTER Z FABRICATION, PAINT EXXON GRAY BEFORE -- �" GALV. POST CAP WELD TO TOP OF POST < APPLYING FINISHED FENCING QLn Q PRIOR TO HOT DIP. GALV. a LOSED qCLOSED Il 114\\5'-0"45'-0'/1/4- 5,-0" 5._0., 1/4" SPACESPACE A FOR HINGE FOR HINGE 22'-4" FOR HINGE d a d; •a ° W/ SLOPE 0 10 Z a Z_JU 5_ cc o LU "o U = W ca W QiXZ .v Z ft Q C U U M W ��'�o Z -- �" GALV. POST CAP WELD TO TOP OF POST < W QLn Q PRIOR TO HOT DIP. GALV. a a-100) Q ' WN m LL 2X4 TREATED TRIM 0 TOP OF W Z POSTS & SLATS. NAIL AT 12" O.C. MIN. a cD •• Z e II a l e l O F O- K N I Q r 2X4 TREATED AT TOP OF POST Q W � w 6 AS SHOWN. W W Z C2.2 t" 12 u1w� 3"x3"xi 1/2"WIDE 1/4? DO 6x6 GALV. STEEL TUBE — -- BOLT TO POST 1 •d COL.; PAINT EXXON GRAY A3.4 RE: DETAIL 16/AA35 O N 1 X 6 TREATED FENCING SLATS a NAIL TO 2X4 AND 4X4 SUPPORTS W/ MIN. 0 2 GALV. NAILS PER SLAT PER CROSSING 0 <D OR #5 BARS 0 18 O.C.E.W. I-l 6X6 GALV. TUBE POST NOTE: WHERE ASPHALT YARD PAVING IS CALLED FOR EXTEND THE EMBEDDED INTO CONC. 1'-0" CONC. "TURN DOWN' FOOTING DUMPSTER CONCRETE SLAB W-0"IN FRONT OF THE GATES TO m —O)) A; 4 1 NO. 5 REINF. BAR TOP AND BOTTOM PROVIDE A SOLID SURFACE FOR ROLLING DUMPSTERS IN AND OUT I HINGES FOR GATE RE: CIVIL FOR RE: STRUCTURAL FOR CONTINUOS. (MIN. 11/2" FROM ANY O GRADES FOUNDATION :1EDGE OF CONCRETE). REFER TO DETAIL 10/A3.4 FOR ADDTIONAL INFO. 1 1/2" = 1'-0" 3/4" = 1'-0" 1/4" = 1'-0" e e 11 e - ENLARGED WALL SECTION AT FOUNDATION i FOUNDATION DETAIL @ CORNER GATE POST 2 FLOOR PLAN - DOUBLE 3 '° 1„4” a. v e i TREADED 16 FENCE SLATS - j �° i NAIL TO 2x4 AND 4x4 POSTS. °i I - 4" THICK MIN. 3000 PSI CONC. SLAB REINFIES. W/ 6X6 6/6 W.W.M. -VAo z le ;, Lel OR #5 BARS 0 18" O.C.E.W. � TREADED 2x4 (VERTICAL) 0 TOP z l 14 I W RSLOPE / MIDPOINT AND BOTTOM OF FENCE _ 1 -0 I N / SIDES o / TURN -DOWN SLAB BEYOND. `* / — 3'k3'k1 1/2"W GALV. ?, WELDED CONT. o ` 4'I / TO STL. POST AS PER 14/A3.4 BOLT II _ / 0 BOTTOM TO ? W/ 3/8"x3" GALV. d " a LAG. BOLTS. \ I4 N • . 4 / 6"x6%1/4' GALV. TUBE POST EMBED SIDE °'� 18" X 36" D MIN. ROUND CONCRETE o MIN. 2' IN CONIC. FOOTING 36" DEEP11 V-6. POST FOOTING o N II GALV. HASP HARDWARE PROVIDE SOLID STOCK 1/4" GALV. I FOR COMBINATION LOCK STEEL GATE STOP & HARDWARE FOR ( u DO NOT PAINT OPERATION. EACH LEAF MIN. 2" PENETRATION ° g t } INTO CONCRETE WHEN CLOSED. INSERT 1 O.D. RE: CIVIL FOR �, RE: STRUCTURAL 1 I 4'K4` GALV. TUBE P.V.C. SLEEVE INTO CONCRETE. PAINT EXXON GREY. GRADES FOUNDATION i = _ FRAME BEHIND. 6z6 GALV. I I I COL NBT I MIN. 3 PAIR 6" HINGES l FULL DEPTH GALVANIZED PER METAL FABRICATION 4x4 TREATED 1 1 180' OPERATION WHEN WOOD POSTS 4X4 GALV. STL. TUBE ATE FRAME., FINISHED I (T1'P•) 1 3 PR. GALV. HINGES MIN. 0 TOP, 1151 >Ko 0 \ MIDPOINT & BOTTOM OF GATE. ALLOW 1x6 TREATED \ FOR 180' OPERATION WHEN FINISHED, N SECURE TO 2x4 1x6 TREATED \I 177777=SECURE TO 4x4 \ Rig EDGE OF CONC. S(AB. GALV. STL. FRAME FRONT REAR 36" DIA. POST FOOTING (N.T.S.) /// 3" _ 11_0" 1/4" = 1'-0" 3/4 1'-0" METAL POST DETAIL @ CORNERS14 ELEVATIONS - DOUBLEJ 51 FOUNDATION DETAIL @ SIDE FENCE POST 6 w TREATED 14 FENCING W J REFER TO CIML DWCS. FOR NAIL GAP MIN. 1/8", MAX. 1/4" EXACT SIDEWALK GRADES 2X4 TRIM ®TOP OF GATE WC)f Q BETWEEN SLOTS AT PERIMETER BOLT TO TOP W/ 3/8" LAG BOLTS A 12' O.C. � W Q NCING SLATS. BOLT TO :2 0 4' GALVANIZEDMETALMETAL `I 4X4 GALV MEIXIS TREATED TAL GATE FRAME W/ 1/4' PIPE BY GEN. CONTR. _ • I I PAINT P20 GALV. THRU-BOLTS AND WASHERS BOTH TOP, r Of G _��, BOTTOM AND CENTER OF 4X4 GALV. ANGLE o• r• Q o I N FINISHED FOUNDATION ( o E _ . a --- —_ RAS Number III 4x4 TREATED WOOD POST Design Type 3"x3"xt 1/2"W GALV. ? (p 3"x3'x1 1/21v 1/4? BOLT TO 4x4 WOOD POST TO I BOLT 2x4 THRU BOTTOM Building Type / Size: ALIGN W/ TOP. BOTTOM AND I I ' / " Building Style: CENTER ? S OF METAL 6x6 POST. wliH 3 8 LAG BOLT N BOLT R 3/8"x3" GALV. LAG. BOLTS. 3"x3"x i 1 /2"W GALV. ? (3" LENNGTH). BOLT TO 4x4 WOOD POST TO Bldg. Code: Scale: ALIGN W/ TOP. BOTTOM AND �- QL AS NOTED CENTER ? S OF METAL 6X6 POST. �f 1 HINGES AS RECOMMENDED PER Drawn By / Approved By: TREATED 2x4 (VERTICAL) @ TOP, BOTTOM METAL FABRICATOR. MIN 6" CALV., � F JMK & CENTER OF FENCE SIDES. BOLT TO ? BOLT W/ 3/8"x3' GALV. LAG BOLTS. 3 SCREW MIN. PER LEAF OR WELD ��P�\tt D. M4 File Name: 2932SD2 TO POST AND CATE FRAME. HOT DIP 2 ALAN J, y Date: BOTTOM OF 2x4 W/ 3/8"x3" GALV. LAG o , BOLT ALL ITEMS AFTER FABRICATION. c MICALE m x 02/12/02 TREATED 2x4 (VERTICAL) O TOP, BOTTOM c Cr Issued Far. & CENTER OF FENCE SIDESF. BOLT TO ? �« No. 40143 r�): BOTTOM OF 2x4 W/ 3/8 x3 GALV. LAG ,4�\ s ^j . Project No. BOLT LI ` 2932 3" = 1'-0" 3" = 1'-0" 1/2" = 1'-0" Drawing No. WOOD POST DETAIL @ CORNERSE7 WOOD POST DETAIL @SIDES 81 BOLLARD DETAIL 9 ENLARGED CORNER GATE POST 10 SD -2