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HomeMy WebLinkAboutCarmel.IN - VIOC - Civil-A-10PRECA51 LIMESTONE 10P C, SEALAM AN� BACKER R0� FACE BRICK i0 MATCH BLDG (ABOYE WAINSCOn WNT. 8" BON� COURSE W/ (1) �'S BAR - GROUT SOLID 0" CMU WALL W/ HORIZ. JOINT REMF. Ai 16" O.C. VERi. AND k6 9ARS A7 EN�S, CORNERS & 7-0° O.C. B1WN. GROUi BLOCK SOLI� Ai REME SEE PLAN FOR LOCATIONS. CONT. STONE WAINSCOt SILL t0 MATCH BUILDING— eRia waNscot m YATqi BLDG (7YP.) �, r Hs oowE�s � En. VERT. REWFORCE� CELL J�' i o^ 6' 0 PIPE BOLLAR� - SEE DIL. 6/A-10. LME OF i0P CAP BEYONO DOME CONC. TOP — 5" STEEL GAIE POST - SEE DTL 2/A-10 HINGE SEE DETAIL 6/A-10 NOiE: UPPER MOST COLLAR MAY BE �ELETE� SO THAT CATE IS REMOVABLE W FUTORE VERIFY WITH OWNER. 5"0 SCHEDULE 40 PIPE SEE DTL. 6/A-10 FOR SIMILAR CONSiRUCiION GAIE SEE DiL 2/A-1� HINGE SEE OETAIL 7/A-10 6' CONC. SLAB W/ 6x6 W29xW29 WWF ON COMPAC7ED 6' CRUSHED STONE 1/2" E%PANSION JOINT W/ URETHANE - SEALANi � r ' � I i:. �ECTION � TRASH ENCLOSUR SCALE: 3/4" = 1� — 0° SffEL GAtEs 4ND GAiE 'OSiS PAINIED 'HOMESiEA� 3ROWN". SEE �erni� z/n-io m -0R ADDITIONAL -� NFORMATION iO iNisHEo >nNNc SCALE: 1/2" = 1' — 0" I:1:lIN'A CMU • NQTE: GATES SHALL BE EQUIPPED WITH DROP (CANE) BOLiS, HEAVY DUTY HINGES AND LATCHES (WITH PADLOCK) DRILL HOLES 2" DEEP W CONC. / PAVWG TO ALLOW �"� IN CLOSED POSITION AND AT AN OPEN POSITION RELEASED FOR CONSTRACTION Ho�o to KEEP caNE eo�rs FRaM oRncciNc coNc. Su6jec��o compliance with allregula�ions ^ II o4S�a�eantlLocalCodes �'1 L City of Carmel ��,,,����o,��� a„ � DATE: OZ�� 3�ZO 9 DUMPSTER ENCLOSURE PLAN A-�� SCALE: 1/4" = 1' — 0" �6 REBARS AT EACH END, EACH CORNER & AT 24° O.C. 6" �IA. PIPE BOLLARD - see on. s/n-ia E%TERIOR VENEER TO MATCH BL�G. 6" CONC. SLAB W/ 6"x6"W29XW29WWF ON COMPACTED 6" CRUSHED STONE CONC. APRON TO MATCH PAD WNSiRUCT10N. SEE CML DWG�S FOR PA� �IMENSIONS 1/2" E%P. JOINT W/ URE7HANE SEALANT EXTERIOR VENEER REIDRN TO MATCH BL�G. 5" CONC. FlLLED GAIE POST. $EE 1/A-10 GAiE TD $WING 180 DEGREES DRILL HOLES IN WNC/ PAVEMENT FOR CANE BOLTS. HOLES SHALL BE P�ncEo ro Ho�o cnTEs ie c�oseo aosmoN nNo aN oPEN PosmoN oF ea oEcaEEs iYP. AT ALL GAiES 3"xi/8' S7L. STRIP CLOSURE PLATE CORRUGAiED �ECK NOT SHOWN. SEE 3/A10 2"x2"x3�16" iS FRAME 3"x1/8" S7L. STRIP CLOSURE PLATE CORRUGAIED DECK NOT SHOWN. SEE 3/A10 2"x7'x3/1fi' i5 HORIZONTAL RAIL 3/16"x2" STL. FLAT BAR BRACES WELDED ID FRAME TOP OF PAVEMENT s"xi/a" sn. smiP c�osuee PLAiE. CORRUGAIED �ECK NOT SHOWN. SEE 3/A10 PRECAST LIMESTONE TOP CAP �� w � � O U Z w � My a � � ROUN�OVERTOP OFCONCRETE 6" DIA.X GALVANIZED STEEL PIPE, SOLID IN CONCRETE PRIMEB PAINT VALVOLINE RED. DOMETOPOF CONCRETE FOOTMG (1") PAVEMENTAS NOTED ON CIVIL DRAW INGS & D ETA ILS FACE BRIqC TO YATCH BLDG (ABOYE WAINSCOn 5' STEEL GAIE POST (SEE DiL. 2/A-10) CONT. STONE WAINSCOT SILL TO MATCH BUILDING BRICK WAINSCOT TO MATCH BLDG. (TYPJ 3'-6" OF PIPE BELOW GRA�ECENTERIN CONCRETE . 18" D WMETER,4000 P51, AIR ENTRAINED CONCRETEBASE 8"COARSESTONE, 3"x 1/8" SiL. PLATE � �ECK CLOSORE WEL�EO ID FRAME ON 7HREE SIDES (SEE ELEV.) �~ 7'x 7x 3/i6" TS FRAME (TYP. OF J - SEE ELEV.) � 70P�CENIER�90Ti0M FRAME � 2"x 3�16" SiL. PLAiE � DIAGONAL STRAP BRACING ; (SEE ELEVS.) 1 1/2" x 22 GA. �-' GALV SiL B DECK �1GATE SECTION A-10 SCALE: 3" = 1' - 0" d � e d �a a , PLAN VIEW 5"0 CONC. FlLLED SCHEO. 40 PIPE HiNCE s�EEv� i i/z' x zz ca. cn�v. e oECK 2 r 3/16" DIAGONAL BRACE WEL�ED TO FRAAIE 6'w7'xi/4" PLAIE WEL�E� TO HINGE SLEEOE AND GAiE FRAME 2 x 2 x 3/16" TS FRAME GREASE FIT7ING GREASE FI1iING 6°x2°x1�4" PLATE WEL�E� 70 HINGE SLEEVE AND GAIE FRAME HINGE SLEEVE GAIE FRA�AE � F i2roan9 s.nve,su vrone.i3ao�sss.osso rax.ieea,zoe.+aze 0 J HANDCOMPACTED METAL PIPE COLLAR - (1� � -�r-�r-� -�� -� FiE�o wE�o ro Post 6 -- ������-� uNoisruRaeo s"m coNc Fi��eo scHeo. aa aiae �� ORCOMPACTED � SUBGRADE � ELEVA710N VIEW NOTE (2) HINGES REQUIRE� PER 6 BOLLARDDETAIL � HINGEDETAIL Posr�Tva.�seeoeTai�z/n-io A�� SCALE: 1" = 1' - 0" A�� SCALE:3" = 1' - 0" DUMPSTEREXTERIOR FINISH NOTES REFERAL50 TO"EXTERIOR FIN ISHES", SHEET A3. BRICK: MATCHBUILDMGBRICK MORTAR: MATGHBUILDMGMORTAR COPING: PRECASTLIMESTONECAP.COLORTOMATCHBUILDING STONE WAINSCOT SEALER: A��BRICK SURFACESSHALLBETREATED WISEALER. REFER TO SPEC IFICATIONS. BOLLARDS I Gl1ARD POSTS: FIELD PAINT wISHERWIN-WILLIAMS B66310 PRO-CVRL PRIMER FOLLOWEDBV (2) FlNISH GOATS OF B66300 SHER-CVRLHPA. COLORSHALLBE"VALVOLINERED". GATES 8 GATE POSTS: FIELD PAINTwISHERWIN-WILLIAMS B66310 PRPCVRL PRIMER FOLLOWED BV (2) FlNISH COATS OF SHERW IN W ILL IAMS ]515 HOMESTEAD BROW N. SEMI-GLO55 DTM ACRVLICB6&200. Scale orawn Gte k� oa�e N M O L1J V � z Z Q J U� J �' � Q U Z � � Q � � z Z z (� J = � J � � Z � M W 6� ' � z � 1: 1• • DUMPSTER ENCLOSURE A-10 iz' cMu - ceaur n�� ce��s souo aE�ow cRnoE WNC. FOOTWG W/ 4-#5S CONT. T&B rya's � iz' o.c. DOME TOP OF CONC. F00➢NG (1") i �� � � I I I I I I � � � � � �� sn. aosT & FouNoanoN (Tm.) � L — — — — — J a b x a 0 N a �-----�I 1'-8" H FOOTING VOTE: ALL EXTERIOR TRASH ENCLOSURE STEEL SHALL BE GALVANIZED � �� I- - i i- I- i i- I- i i- I- i i- I� �. .� I I I I I I I I I I I I I I �. I � � . .. . . .,. , ,. , _ .. � TYP. DUMPSTER ENCLOSURE SIDE ELEVATION �� ..� .�. ��� ����� TO PREVENT BOLTS FROM ORAGGING ON CONCRETE �DUMPSTER ENCLOSURE FRONT ELEVATION H-IV a SCALE: 1/2" = 1' — 0" A-10