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GLASS 'B' ASPHALT <br />PAVING <br />mom <br />ASPHALT- FAVIN6 <br />NO 5CALE <br />EXPAN5ION JOINT <br />FILLER <br />EXPAN5 I ON 'JOINT (E . J . ) <br />TOOL JO I NT <br />a <br />TOOL JO I NT (T . J. ) <br />PROVIDE EXPANSION JOINTS @ 12'-0" O.C. <br />MAX. AND TOOL JOINTS ® 6'-0" O.C. MAX. <br />1 /2 11 0 1 I ®O II <br />1 1 /211 <br />1/4" X 5" DIA. <br />PLAT W I TH HOLI <br />FOR ANCHORS EVI <br />5PACED AROUND <br />511 ff: 1 1 aO 11 <br />1 1/2" O.D. METAL <br />PIPE HANDRAIL. <br />EXTEND HANDRAIL A5 <br />REO'D BY ADA. <br />RETURN ENDS TYP. <br />1/2" DIA. METAL <br />BAR HANDRAIL <br />SUPPORT AT EACH <br />P05T OR AT a I -O II <br />O.C. MAX. <br />FACE OF WALL <br />OR POST <br />rim" <br />EXTRUDED GONG; CURB <br />BONDING AGENT <br />ASPHALT PAVING <br />1 II 1 I ®o II <br />GI N G T ` N <br />1 IT = 1 [—oil <br />50ALE : III � 1 I o®II <br />11 �` T'A. METAL PIPE <br />POSTS <br />3" EXPANSION <br />)R5 <br />ASPHALT <br />SIDEWALK <br />CONSTRUCTION: 1�m�I <br />4" GONCRr I= TOOL JOINT <br />SLAB. SEE PET. <br />'I DWG. A1.2 BULLN05E <br />FOR JO I NTS . z <br />TOPSOIL AT <br />LANDSCAPING <br />ASPHALT PAVING <br />2" 5ANPJ #5 CONT. <br />COURSE <br />1 1 ®P II 1 1 �P 11 CONT I NUE RE I NF . <br />TO HERE <br />�E_T I E <br />I <br />To <br />1 11 1 I —®11 <br />1 /211 = 1 I -®JI <br />61I PIA. 5GHED. 50 <br />PIPE. FILL W/ GONG. <br />PAINT: TRAFFIC <br />YELLON <br />PAVING PER PLAN <br />2 I —0" 4/ 5 I —0" CONC. <br />FOOTING W/ ( 4) #4 <br />VET . AND (5) #4 <br />TIES <br />NEN ADA 5I6N <br />#5I6N MAY BE MOUNTED <br />ON <br />PET. 5 PW <br />BUILDING WALL HHERE <br />APPLICABLE <br />A1.2. <br />WHITE LETTERS 4 SYMBOL <br />— <br />ON BLUE BACKGROUND <br />WORDED "5TAT DI5ABLED <br />CONC . S I DENALK <br />P rekE, PF�`° <br />PARKING PERM I T R OU I RED II <br />GONG . AHEELSTOP <br />WHIR ��'� <br />VAN AG6E55IBLE 5I6N AT <br />(1) STALL <br />�.; <br />CURB OUT PER <br />7,7771 <br />5ITE PLAN <br />II <br />2 SO. GALV. POST <br />77777777 <br />4�O x4 PO' <br />SIDEWALK <br />[i <br />I NTERNATI ONAL <br />— <br />PA I NIED ON <br />PA P. <br />I <br />a" PIA. X 24" DEEP <br />-oil <br />6 1 m®II <br />i a� II <br />i� <br />1 F, <br />lJ <br />CONC. FOOTING <br />PAVEMENT <br />LOCATE 5I6N 21®O" <br />'PROVIDE ONE SIGN <br />STRIPING PER <br />FROM FAGS OF CURB. <br />AT EACH N.G. 5TALL <br />SITE PLAN <br />CENTER ON STALL <br />LGESS I BLE <br />P' K6. STALL <br />H. G. 516N <br />NO SCALE <br />NO 50ALE <br />5EAL 1/211 DEEP <br />HOLE w/MOTTAR <br />:bI <br />' / / 1 /2 II 1 I -® 11 <br />IV <br />HALF WALL or <br />GUARDRAIL PER PET. 12 <br />DAG. A1.2. <br />1 1/2" VIA. STEEL <br />HANDRAIL-? <br />1 2 " <br />cif <br />12" <br />Lu <br />x <br />5TEEL 5TAIR <br />ASSEMBLY WITH 16 TREADS <br />CONGRETET TREADS 11" MIN; <br />AND LANDING <br />*5IM. FOR WOOD CON5TRU6ION,U5E PREMAN. STAIR <br />TREADS 4 2x12 5TRIN6ER5,U5E PT LUMBER AT <br />EXTERIOR CONDITION5 or IF IN CONTACT WITH CONC. <br />T� <br />1 /4 11 1 I. <br />®®11 <br />INSTALL ELEG.- <br />BONDING JUMPER <br />LIGHT POLE <br />BUSHING <br />1" NON SHRINK <br />GROUT <br />CHAMFER <br />FIN. GRADE <br />I I I I <br />I I <br />PROV I DE #5 <br />ANCHOR <br />I I-� 1- - <br />{ - 1 I <br />j T I E5 AT 5" <br />BOLTS PER <br />I I II <br />I I II <br />I <br />I ®I' . FOR TOP <br />MFR . <br />I I i l <br />I <br />I <br />I <br />II <br />�� ---I-I-1---_-_-__- <br />1I I <br />I I <br />I-CONDUIT-y <br />-1 <br />CONCRETE FTG . <br />5 TIF5 <br />AT <br />I- <br />(4) b VERT . <br />12" O. <br />I -------I <br />I BAR5 <br />2'-0" DIA. <br />l <br />POLE <br />BASE <br />,�T <br />i <br />W <br />cu <br />a y <br />11 ° o11 <br />0� �® <br />x w fk lyln- <br />1 1/2" VIA. METAL P I PE <br />RAILS AND POSTS <br />®_ 1 1/2" O.P. PIPE HANDRA I L <br />OD <br />® SUPPORT AT EACH P05T OR <br />5° oO " O.C. MAX . 5FE DET 15PH6 A1.2 <br />o <br />Z <br />cfl <br />2 "ALL HANDRAIL5 TO qj <br />EXTEND 12" BEYOND <br />® THE TOP AND BOTTOM ® 0 <br />!° 5TA I R R I 5ER Tl YP . <br />i I <br />< NCO <br />1 WELD P05T TO STRINGER <br />s OR 5TRUCTURE � i <br />t(i <br />Co w� <br />STAIR 5TRIN6ER PER <br />5TRUCT . <br />SCALE: 1" o 1'®0" <br />0 <br />CD <br />Q <br />04 <br />® <br />a <br />W <br />v Eo- <br />E5 <br />U <br />