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t�n n rrn� <br />a�vwu� <br />�vuuuc� <br />21'-4" <br />FIELD VERIFY W/OPENING <br />r <br />0� <br />4" x 6" x 3/16" TUBE STL. COLUMN <br />a <br />`- <br />(4) PIPEBOLLARDS - <br />. REFSD-2.20rcTT <br />2" x 2" x 3/1b" <br />FILLED WITH CONCRETE IN 2'-0" <br />DEEP 18" DIA. FOOTING: <br />ANGLES <br />- <br />0 <br />GATES AND FENCE ARE <br />2" x 2" x 3/16" ANGLE GATE <br />6" CEDAR (FINISH WITH <br />FRAME (PRIME AND PAINT GRAY) <br />0 0 <br />WOOD PRESERVATIVE) <br />- <br />A <br />SECURE 1" x 6" CEDAR PLANKS <br />(4) CANE BOLTS <br />- - COPE AND LAP <br />A <br />TO GATE FRAME WITH CARRIAGE <br />REF DETAIL <br />Q <br />BOLTS - (4) PER PLANK <br />1-1 <br />(3) GATE POSTS <br />cp i— <br />roo ooe <br />EMBEDDED IN 2'-O" DEEP <br />(3) 4" x 6" GATE <br />1,F.Marl <br />18" DIA, CONCRETE FOOTING <br />r ` <br />% I( <br />POSTS IN V-0" <br />DEEP 18 DIA. <br />---------------- <br />I I I �` <br />-------------- <br />I I <br />I I <br />NOTE: <br />FOOTINGS <br />L U G <br />L U J <br />L U G <br />PAINT FRAME W/CANOPY CANE BOLT <br />7 GATE HINGE (MODEL" BHL BY <br />(8) STL. SLEEVES IN <br />STRUCTURE PAINT <br />TRIPLES STEEL 800-392-3655) <br />13'-2" <br />13'-2" <br />CONC. TO RECEIVE <br />WELDED t0 COLUMN AND GATE <br />I I <br />CANE BOLT - REF. <br />I <br />N <br />ANGLE - REF. SO-3.00 FOR <br />44 <br />6 <br />SO-3.0S <br />ADD'L HINGE MOUNTING INFO. <br />z <br />01 <br />'RASH ENCLOSUREFLAN <br />'RASH ENCLOSUREELEV. <br />GATE FRAME <br />GATE Hit.q.nE FLNOdu <br />1/4" 1'-Oil <br />1/4" _ 1'-0" <br />8 <br />SMOOTH BLOCK CAP <br />PEN SIDE OF HINGE FIELD WELD <br />(4) 1" DIA. SOLID STEEL ROD <br />- <br />(MATCH BLOCK COLOR) <br />TO GATE ANGLE <br />CANE BOLT V-0" LONG <br />CARRIAGE BOLTS <br />ul <br />CONC. BOND BM. W/2-04 <br />�• GONt. FILL W/ GROUT <br />1-1/8" WIDE x 8" DEEP <br />SLOT CUT INTO PIPE <br />_ <br />0 <br />_0 _ <br />b% 0 0 o <br />(4) 1-1/4" O.D. PIPE WELDED <br />TO GATE FRAME 1'-4" LONG <br />z <br />2-05 a 24"o.c. IN GROUT <br />II I \ \ <br />I \ <br />1 1/4"II <br />FILLED CELLS <br />BEARING <br />II <br />SIDE OF <br />II I \\ � <br />NOTE: <br />`t <br />PROVIDE 9 GA. WIRE <br />HINGE FIELD <br />WELD TO <br />II I \ \ <br />PROVIDE 1-1/2" I.D. x 2" <br />DEEP STL. SLEEVE SET IN <br />lil <br />REBAR POSITIONERS IN <br />5 I/4" BED JOINTS ib "o,c• <br />COLUMN <br />II I \ \ <br />\ <br />CONCRETE AS SHOWN IN <br />"TRASH ENCLOSURE PLAN" <br />• —- <br />0 <br />VERT. SPACING <br />TO RECEIVE BOLTS <br />, . ; <br />"•' <br />' •L <br />2" x 2" x 3/16" ANGLE FRAME <br />' <br />5 1/4" <br />8"x8"xl6" CMU BLOCK <br />0 8 <br />TS4x6x3/16 GALV. STL. COLUMN <br />FILLED WITH CONCRETE <br />0 9 <br />10 <br />11 <br />12 <br />II <br />CAFE HINGE ELV& <br />CANE <br />5OLT <br />1-1/2" 1'-0" <br />1'-0" <br />4X8XI6 SPLIT -FACE CMU <br />W/ TIES 0 16" O.G. <br />I*4 m 16"o.c. EACH WAY <br />3/4" STEEL BASE PLATE (10"xi0") <br />W <br />I <br />® <br />W <br />Q r <br />° IF DOWELS ARE <br />1/4" STEEL <br />LEVELING PLATE <br />(10"x101) <br />� <br />O c% <br />W <br />ILE <br />ILE <br />iv ?7-A <br />USED PROVIDE <br />° ° <br />3/4" GROUT 3000 PSI MIN. <br />® <br />ZZ <br />W ��',' <br />0: <br />a <br />: 30" LAP At <br />BASE OF CMU <br />LIGHT AS SPEC. <br />U <br />z 8 <br />WA ° LL <br />N <br />-v <br />W <br />coWW <br />"4 CONT. - PROVIDE <br />ACI STD. HOOKS FOR <br />NV30F_su <br />w <br />S VERT IN CMU <br />LL <br />POLE AS SPEC. <br />� oQ? <br />W <br />�{ <br />2 -M4 TOP t 80T W/ <br />CORNER BARS <br />n <br />�j <br />2" HANDHOLE <br />®~AIM <br />o <br />O wow <br />� W <br />�° <br />i'-0" <br />F <br />THREADED BOLT PROJECTION <br />o� <br />U1 <br />U <br />(2 1/2" MIN., 3" MAX.) <br />= wld <br />i08 <br />13�SNCE <br />14 <br />15 <br />16 <br />= <br />18" SONOTUBE <br />H <br />3/4"x24" ANCHOR BOLTS <br />3/�4" = 1' -oil <br />Q• .° <br />' <br />:1•. <br />(4) REQ'D. <br />1/2" CLR. <br />FINISH GRADE <br />a <br />c� <br />cl <br />az <br />VERT. RE INF. (4) 45 BARS <br />ALTERNATE LOCATIONS <br />FROM ANCHOR BOLTS. <br />NOTES: <br />d .� ° 1I '•r' <br />I. <br />HORIZ. REINF. "3 HOOPS <br />o <br />LL <br />•--1 <br />1. THIS FOUNDATION DESIGN IS BASED ON AN <br />ALLOWABLE BEARING CAPACITY OF 2000 p.s.f. <br />, <br />in <br />0 10 O.G. <br />jL <br />Q <br />0`.l <br />.�r <br />IF THESE SOIL CONDITIONS DO NOT EXIST, THE <br />CONTRACTOR SHALL BE RESPONSIBLE FOR <br />PROVIDING NEW DESIGN BASED ON ACTUAL SOIL <br />" <br />" �' <br />•' <br />3/4" HEAVY WALL CONDUIT <br />y�.. (— <br />�j� Lu <br />CONDITIONS. <br />C •' I <br />C== <br />_ <br />2. THIS FOUNDATION IS BASED ON WIND <br />LOADS OF W mph (3 SEC GUST). <br />3500 PSI CONC. - PLACE <br />O <br />o• <br />IL <br />lU <br />3. ALL REINFORCING STEEL SHALL CONFORM TO <br />DIRECTLY AGAINST <br />UNDISTURBED EARTH (TYP.) <br />Its <br />N <br />ASTM GRADE 60. <br />FIRM, DRY, UNDISTURBED <br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR <br />EARTH ITYP.) <br />y <br />VERIFYING THE BASE PLATE BOLT PATTERN. <br />5. WHEN ORDERING BLOCK FINISHES, ADDITIONAL <br />8"0 BOLT CIRCLE <br />SHEET <br />LEAD TIME IS REQUIRED. <br />PROVIDE 3"x3" HOLE IN <br />BASE t LEVELING PLATE <br />S 3 <br />a <br />19 <br />20 <br />21 <br />22 <br />23 <br />FOR CONDUIT ACCESS <br />LIGHT 15ASE oETAIL <br />D1WO: <br />1/2„ = I,_�„ <br />005080-SD3 <br />5�+.�Mt12 <br />cZn►v►n2 <br />C/`/u vY%__j <br />