|
PROPER-FY LINE
<br /> 1/2 ROUND MORFAR CAP
<br /> _.__.___..___-_ - NON--S FI R I N K, HIGH '�'�•_
<br /> --STk.Fl ANGLE FRAMED STRENGTH GROUT
<br /> DOOR WITH METAL DECK
<br /> R0UN1:) R00F �
<br /> ° -.- I N F I L_!._, FAINT
<br /> FINISHED CURET AND � (_)RAIN LEADER
<br /> 'TEFL HAST c
<br /> SID[.-,-WALK (SIM. C�.F
<br /> �� 8X8X16 SPLIT FACE
<br /> A1.2_-..14� k — _ - _ _
<br /> , r _
<br /> CMU C)N BOTH SIDES
<br /> CD
<br /> , BOND BEAM BLOCK
<br /> A' "j C GAJ 24" Q.C. W/ 2
<br /> Cp
<br /> l� l T CROUi FILL ATL
<br /> a
<br /> CON..
<br /> CELLS
<br /> 114
<br /> ROUND ELBOW
<br /> - _
<br /> S.p.F N, °asmaW ( #4 VERT. Q 16 0"C.
<br /> 8" 0 STEEL. = .
<br /> L, ROD CANE..
<br /> C;" DIA X 3/1 f�' / #4 @ 16" O.C.
<br /> - 7� TyLy, EACH L_{=AF, FIEy
<br /> �C,L_C,MN FTG. 1E-1r{ X 6'--0" TAL..I-- VERIFY L.ENG111, PROVIDE
<br /> A Alm2
<br /> �.,�
<br /> S.J.D. l., n. �� ��-� C?:
<br /> � 6"
<br /> SYSTEM �� �I''� STEEL END POST, ST�E_I_ SLFE_VE (=MkEFDDED ���� y" —
<br /> _. ;- CONCRETE FILLED, �N CONCRETE::. FO RECEIVE �..�- -�_� I'� �' r z, �
<br /> 1' 1
<br /> CONNECT TO STORM SEWER. FOR IN 18 EIA. x _36 ROU l 9B 1" `
<br /> SIZE, LOCATION, AND DE::PTI I, S.C.D __.. - \� ..____ � � -D � � @ E, > SII
<br /> c�EFF CaNC. {-\ _� � �4 R'�k3nF
<br /> I
<br /> c S,P.D. _ �_-. 'A' GATEF?OST SECTION (TYF'.) 1" x 1/8' DIAGONAL_ METAL I 3 �r----- -� 16" C).C.
<br /> STRAP, ON LACK SIDE OF «1
<br /> GATE- #4 DOWELS @ 16" O.C.
<br /> DRAIN LINE TO STORM RETENTION TRASH ENCLOSURE GATE ELEVATION MASONRY WALL SECTION
<br /> SCALE 1/ =188CALE1/2"=l' _
<br /> 15SCALS 1��1p ��
<br /> FROM EDGE OF' CURB T 7
<br /> - BROOM FINISH \ FACE OF DISPENSER -..... CD Lo 0 0
<br /> cm
<br /> ti --; „_ ROUND CON R T....
<br /> WF 00 C.Q
<br /> a. - PRECAST' CONCRETE CAI A" D C C E k. _ _
<br /> in OD
<br /> 4" CONE,. SIDEWALK ,� _r
<br /> / W/ 3 REINI E3AR C'AP' EL_LVATk. SLAB UNDER ( KAP "
<br /> �,, / AT 16" O.C. GC?TIi 6" DIAMETER ..>C;ITEL). 4'O STEEL PTFE
<br /> - •. WAYS 4 c DISPENSERco
<br /> RADIUS �,�, ( ) c� d
<br /> N-O_�Ep UNLESS OTfIERINISE NOTED FILLED WITH SFF PIAN ____r__.._... _
<br /> u � ...uti,. ,- � a
<br /> L x4" FIBROUS , _ �_- CONCRETE, PAINT WITH RICH PERFORMANCE ! --._ _____ _._._ __. __. __._. _
<br /> JACK FINISH ALL SPLIT FACE _ - �
<br /> - - q COATING. a
<br /> FACE OF � WEIERE SLAB A,E1UT`.� EFL-CCK TO FACE - -___ _._.,.____.NON--'SHRINK, HIGH ____... _._.___ __- -_-.__.__._._._. __._ _ .__._�______._-- 10" - _.._ _
<br /> EXPANSION BOARD \--.__.,
<br /> 41 i :I
<br /> S ' ITSIDE OF �m ...- I� STRENGTH GEROI.)T MAX. MAX.
<br /> CURB V � SLOPE �VERfICAI SURFACES CEMENT WASH SLOPED 1" ABOVE PAVING. ------t-
<br /> ENCLOSURE -qI
<br /> cD
<br /> - - -
<br /> _..__ _..... _
<br /> ASPHALT OR CONCRETE PAVING. AT CONCRETE C-)
<br /> PAVING,
<br /> � � - `>\WF SLOPE cm_._ -
<br /> co
<br /> HOLD BASE BELOW AND FINISH CONCRETE UP
<br /> r TO BOLLARD, - _._
<br /> S.C.D. - - _ _._ _. _ !Y .._. __ _ _._._
<br /> �> _
<br /> C
<br /> — 1
<br /> I E�\cK c� 24" o `
<br /> _
<br /> cm
<br /> 8" BONI) BEAM
<br /> r
<br /> A�L
<br /> W/ 2--#a CONT. COMPACTED EARTII. _____._... - _. , ,.. a GROUT FILL AI.-L '
<br /> CELLS _ L r^ r�•; ' l l j r s , , a r
<br /> C
<br /> 3 \"E_ FILL
<br /> r _
<br /> MATERIAL_ ON - _- r__-_____ __.___-__-, ---__.___ _.________.. .. c
<br /> { 4 - C?? h )
<br /> COMPACTED
<br /> m 6 SUBGRADE — 16 U.C. CONCRETE
<br /> ._
<br /> ._ __..--_- BOLLARD SEE. / 6 DIA.
<br /> CONCRETE f I.JEI._\G SIF3 -
<br /> FLOOR DEP-FOOLED
<br /> 001 C..)�CONIROI_ JOINTS PER �5 CONT, AT TOP �-:_ � I _ �' DETAIL 1�A1.2 _
<br /> PROVIDEEXPANSION JOINTS AT Jai --0 0 G� MANX'. � � SEE SITE PLAN '
<br /> AND k\1�T0M I
<br /> .. _ F � :
<br /> I
<br /> n 8" T L-I K. CONC.
<br /> CURB AND WALK
<br /> PIPE BOLLARD
<br /> I
<br /> FUEL ISLAND SECTION
<br /> L ' : � --------_- -
<br /> _ `,
<br /> -_ O.C.E.W. OV k,R 6 SCALE: 3/83 _-1 ,__,0
<br /> II :.� . _
<br /> - _....___ __ ,, �... �, AGGR. E3AST=. TOP `..�.ol _N1. �
<br /> FIRST Pal,) / SECOND Q
<br /> SCALE 1`4
<br /> 8X COLUMN - „_._._..__,_ ,_._ _. _ ( - a ___ SURFACE SLC\ES
<br /> __.._. PEDESTAL, r7 c�� c�
<br /> 1 t3 SO. CONC�
<br /> P,T. WOOL) S. J.D. CONTINUOUS 1"xSKEY _.___ -- �4� �� TOWARDS DOORS
<br /> F _. .__. 6" THICK CONCRETE. _._ ��
<br /> /� SLAB W 4 BARS 18"
<br /> /
<br /> COLUMN
<br /> --
<br /> CS.S.D. - C,ONCfZCTE OVER 4" CRUSHED ROCK j
<br /> BASE, �,� O.C.O.G• OVER AGGREG.
<br /> „ AGGREG. _-_._-__. t' 6, �____� _. _. _ _ SIJBGf,ADE
<br /> _......_.__ ._ _... _._.. _ w__._ 4 CONT-. SUBOVE �COMPACTED O M PAC I E D
<br /> -- 1 CHAMFER
<br /> j ... _. STEEL lUE3E 81K(_
<br /> r,
<br /> 1Z GA. GALV. _ � �` � � 4" CONE. � � SI
<br /> 4 DOWELS ( 16" O.C. ,�,� \ % --� FABRICATION 4" CONCRETE WITH 4
<br /> CATCH BASIN
<br /> ��� '
<br /> �S" R.W.L.. A _ SIDEWALK I � DIPPED GALV. INISH
<br /> A C 24 EACH WAY
<br /> i'10TRASH ENCLOSURE SECTION G I
<br /> 777777 r
<br /> 2% MAX_ / f x _ CORE CONC. ELL. Wj
<br /> _ s l / 1 ' ' #4 CONT,—
<br /> / T E3AE, CONI. AT
<br /> F.O.
<br /> CURB _. _-
<br /> _ #4 BA FER � NON--SHRINK GROUT,
<br /> SEE CIVIL ` . ..,.. _ (- , ) -
<br /> - SEAL JOINT F
<br /> �_.. �. `ONS CTI " r�'
<br /> i
<br /> ASPHALT PAVING OVER -- BAR CONT. AT 4 CRAVEI.. BASE
<br /> - ",777,77777
<br /> ,.. . . AGGREGATE C3AJE JEEPERIMETER ---__ _ ----- —-- - - I -
<br /> _. � IY{ . T „ �..,..�..� �, a I II
<br /> C CIVIL.. PLANS �' _ - �, J _ ;T: DATE:
<br /> 11-21-8" 2'_ I Y 77!7r1 s
<br /> _ V� 08171
<br /> e ter . 10 -08
<br /> .i
<br /> I TRO J�-C
<br /> s -— APRON C
<br /> _._ _ _ -
<br /> i30�LARD, SkE
<br /> DE-A1. 7/A1.2 ?, �" - DRAWN.
<br /> SIM -___.____..________.____,_ ._.._ � ,�- ,�.., _____. _-.._.. .._.,.,
<br /> ClCI F
<br /> _ MAA QED ,
<br /> a r �. PROVIDE 12" THICK
<br /> - 3 - BCS
<br /> .
<br /> I
<br /> ' 1
<br /> t--,
<br /> a
<br /> MIN
<br /> -�-
<br /> E TION -
<br /> _ _ _ _
<br /> "- -
<br /> cFACE
<br /> C� MOUNTING
<br /> -
<br /> 16
<br /> -----------
<br /> 8"
<br /> ____.
<br /> CMU BLOCK
<br /> 1/8" CONTROL - .
<br /> COLUMN L<t�SH
<br /> FOOTING, S.S.D. ��r J.S.D. _CRETE SECTION
<br /> JaINT 1" DEEP_ AST ry_�AQ/
<br /> --- CONCRETE WALK EDGE
<br /> CONCRETE JOINT DETAIL ENCLOSURE
<br /> RE � ._-
<br /> GATE POST, SEEP
<br /> ROOF DRAIN TO STORM RETENTION D k TAIL_ 12 A 1,Z--- __.__ CLASS III BIKE RACK
<br /> SCALE
<br /> _..,,.+tP',._,„„Aa .. .. "„m3"',.=.„.:a` ter..-.-. •,d^....a+'' ....,. `.,...-.....a^+ ,. mama �. °`..,.__.. - <.,-=. .- nrA-17 P,-._m�„m* ,..,�x"',_......^,.....,.»A+w'...-:..:.. ,f , \' _� SCALE ---�
<br /> _j Cn
<br /> r a .. _ , ..... _ _.. '�mw's ,.m✓'^ �.-,., ,,:.rA ,..•N„A nfi' ,m,`' rtl" ,ate', W". ,.d'N... '..
<br /> 8X COLUMN � � 18" SQ. CONCH
<br /> Q .
<br /> P.T. WOOD - -`, � � PEDESTAL, __.-� CONSTT.UGTION JOINT
<br /> J U .,�° _ SPLIT DACE ON '
<br /> 22 GA. GA V �� �-,� �ww -�,.M - — �
<br /> ° ,, ; ° I ,ti r , CMU BLOCK OC K _ \v
<br /> C R.W.L.. L.xrk\IQR SIDE. GALT ELEVATION, SEE
<br /> 1 CLIAMFER
<br /> \ 1 1 A 1
<br /> r - ----
<br /> COIl1MN `,._, 4` CONE'. 5/8
<br /> I.I?, PIPE
<br /> BASE, S.S.E,) ,, _ CONCIDEWALK . FILLED C” 0 x 3/16 _ l
<br /> _..� ..-.. �M._._- o. -. ,, RECEIVERS FOR CANE x
<br /> _ / - �_ - CONGRCTELCAP��TO PROMOTE
<br /> ,
<br /> PROVIDE WIREME:JH REINF. \ BOLTS, TYP.
<br /> EXTENDING A MIN. OF 1 -D / - �
<br /> EA, SIDE C)E PIPE r'f
<br /> DRAINAGE, SEE DETAIL 11, 5/8" DIA, RECEIVER 7E -
<br /> VAX,
<br /> HOLE FOR CANE BOLT---
<br /> 2% _
<br /> .._._�_._
<br /> ----2 x2. x1 4 STEEL ANGLE FRAME CONTROL JOINT - ca _
<br /> T.O. CURB _ _
<br /> / N'
<br /> T ti 2 8 THICK MIN. REINFORCED __ T�- i
<br /> SEE CIVIL - - -r- -.�a_ 7 - -
<br /> cv ___ __ _ - _ __...__�,___,__ e��: w -18 GAUGE METAL DECKING CONCRETE APPRON & S{ F_[T Tl TLE:
<br /> _ SLAB A AR AT CONCRETE r .
<br /> TACK WELD TO ANGLE S B WITH #4 RE B C ____._.
<br /> f _ FRAME C EACH FLUTE 18"MIDDFF'I IAO APRONSITE
<br /> y _
<br /> PROVIDE 0
<br /> - -
<br /> D E. 8 X 8 � � T
<br /> ` ...___..._.___.. THICKENED EDGE -------- .-_-___--
<br /> c,: DETAILS_ '
<br /> ... i..� _
<br /> s "�-���_�� HINGE Toa AND BOJ-10M � ST3FF.r: �
<br /> - _-. ------
<br /> 0
<br /> � FA. LEAF, sk-k
<br /> ELEVATIONS
<br /> II ,
<br /> 2'-0"
<br /> I
<br /> U COLUMN _ __..____
<br /> R co � 4
<br /> CD FOOTING, S.S.D.
<br /> _ a
<br /> `a*ca S.S.D.
<br /> E N 0 ROOF DRAIN TO FACE OF CURB TRASH ENCLOSURE GATE POST DETAI TRASH ENCLOSURE r ORIGINAL SHEET SIZE
<br /> 0 �D 16SCALE T=l' 12 SCALE 3 mi SCALE 1/4 =1
<br /> `-..� ....:Jae',.._....M"`..,.._. .,-.,,,A^'"_t_..^"' -..-...:F''...._._...,,,F`..'-,._.,.✓xN".-..,-.,F .....__..,✓° ...,.a'°R....._..:N�`. ,:uf`'.-...-_..:�"._......::rt^'..._.,,.,M�:
<br />
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