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r 7) <br />4 <br />AS3 <br />�� �� <br />2'-0 2'-0 <br />A53 <br />EDGE OF PAVEMENT / FACE OF 6' LONG PRECAST CONCRETE <br />� °°°° °�°° ° <br />- °�°�°°�°�°� °�°.° � � <br />ROLLING RACK MODEL <br />VERTICAL CURB WHEELSTOP <br />-OKI <br />RR3H OR APPROVED <br />EQUAL <br />2'-0" MIN. <br />all PARKING SURFACE <br />45 SPECIFIED <br />H.G. SIGN DETECTABLE H.C. SIGN <br />SEE DETAIL 3/AS3 WARNING SURFACE SEE DETAIL 3/AS3 <br />SEE DETAIL S/A53 AS3 <br />W Z mN <br />4" THICK <br />CONCRETE WALK <br />( <br />0 m <br />s <br />Tr - <br />� � <br />ILI <br />SURFACE MOUNT <br />> W 45' <br />LJ <br />IN -GROUND <br />N 2 <br />ANCHOR MOUNT <br />NOTE: 2 3/8" <br />ASTA 53 SCHEDULE 40 STEEL <br />/ % % / <br />\\ \\ \ \\\ <br />6" WIDE SINGLE LINE <br />PAINTED SAFETY WHITE AS3 <br />VERIFY WITH SITE 12'-0" 5'-0' 12'-0" VERIFY WITH SITE <br />\\\ <br />PIPE HOT DIPPED GALVANIZED <br />WWW.DERO.GOM OR EQUIv. <br />BARS AND <br />BASE AS SPECIFIED ' <br />SEE CIVIL DRAWINGS SEE CIVIL DRAWINGS <br />6" WIDE SINGLE LINE <br />ti <br />SEE CIVIL DRAWINGS <br />PA MINTHRII <br />LONG. <br />PAVEMENT MIN 18' LONG. ON CONCRETE <br />PAVEMENT USE EPDXY BONDING AGENT. <br />I I i I i ai ` I I I <br />PAINTED SAFETY BLUE <br />SIC`r'CLE RACK DETAIL <br />O <br />WHEELSTOP DETAIL <br />0 <br />HANDICAP / STANDARD PARKING DETAIL <br />SCALE: i" = 1'-0" <br />SCALE: I I/2" I'-0" <br />SCALE: 3/16" = I'-0" <br />MS INTERNATIONAL WHITE POLISHED <br />PEBBLE <br />- <br />LARGE (GRADE 1, FIRST QUALITY <br />POLISHED <br />SOFT <br />WHITE MARBLE) THE HOME DEPOT <br />- 40LB <br />BAGS <br />h <br />i <br />SIDEWALK <br />6" WIDE SINGLE LINE 6" WIDE SINGLE LINE <br />PAINTED SAFETY WHITE PAINTED SAFETY BLUE <br />a <br />4" THICK CONCRETE <br />4" THICK CONCRETE <br />r; <br />SIDEWALK WITH 6x6 <br />WI.4xWI.4 W.W.F. - LIGHT <br />SIDEWALK WITH <br />LIGHT <br />- <br />BROOM FINISH <br />BROOM FINISH 3" ROUND EDGE <br />- PAVEMENT SLOPE <br />I/4" PER FT. MAX. <br />;�— <br />a <br />V <br />Y <br />J <br />< <br />a = <br />4 <br />W W <br />W <br />-D <br />W <br />1 4 <br />(17 <br />a <br />a PAVEMENT SURFACE <br />BASE <br />Gil 2 6, <br />a "4 - REBAR CONT. <br />OF TREE <br />�j/ /\ 04 - REBAR CONT. <br />SIDEWALK <br />12 <br />TYPICAL INTEGRAL CURB 4 SIDEWALK <br />O <br />TREE WELL DETAIL <br />O <br />CONCRETE CURS DETAIL <br />O <br />STRIPE DETAIL <br />SCALE: 1 1/2" = 1'-0" <br />SCALE: 1 1/2" = I'-0" <br />SCALE: 1 1/2" = I'-0" <br />SCALE: 3" = I'-0" <br />RADIUS BOTH SIDES <br />6 PAVEMENT DIMENSIONS <br />FINISH GRADE REFER TO THIS POINT. <br />3" <br />SEE FLOOR PLAN <br />- <br />PAVEMENT ELEVATIONS <br />4" THICK CONCRETE SIDEWALK Q <br />WITH 6x6 WI.4xWI.4 W.WF. - LIGHTQ <br />REFER TO THIS POINT <br />BROOM FINISH p <br />�/� /�/�/ • <br />p <br />PAVEMENT 1,15g MAX. SLOPE \ Q <br />SURFACE <br />3/4" - 2" <br />APPLIED MAT <br />a <br />. <br />SURFACE <br />PARKING B <br />DISABLED <br />I/2" ISOLATION JOINT <br />� ONL'VT <br />$ xxx FINE <br />d /� <br />° \�\ PARKING LOT SURFACE <br />6(oil"4 -REBAR CONT. <br />F.s. ata.ta DOMED CONCRETE CAP <br />P <br />AS SECIFIED <br />\�\ <br />�X <br />, 2-04 BARS CONTINUOUS <br />\/, TOP d BOTTOM <br />4 <br />\� / , /\/ • ALL CURBING TO <br />I <br />APPLIED MAT <br />�9 <br />FILLED WITH 4"0 STEEL ICONCCRE CPE ONCRETE <br />2B8 DAY P.C,C <br />PAINT GLOSS WHITE <br />• PROVIDE EXPANSION <br />JOINTS AT 20' O.G. <br />I <br />.I <br />f, f <br />13 <br />CONCRETE CURS DETAIL <br />g <br />SIDEWALK CROSS SLOPE <br />5 <br />APPLIED DETECTABLE WARNING MAT <br />SCALE: 1 1/2" = I'-0" <br />SCALE: 3/4'' = I'-0" <br />SCALE: 3" = 1'-0" <br />r I' <br />Ew <br />I SEE CIVIL ENGINEERING SITE <br />PLANS FOR GRADES AND <br />SLOPES. <br />INTERLOCKING BRICK PAVERS FLAG POLE BASE PER <br />MANUFACTURER'S SPECIFICATIONS <br />a <br />d <br />° <br />e ° <br />SEE FLOOR PLAN AND CIVIL DRAWINGS <br />X X <br />TROWELED JOINT PICTURE <br />FRAME EDGES -SEE <br />/%; e 2'-0" SQUARE OR ROUND <br />0 <br />PLAN FOR LAYOUT /%. <br />a.e CONCRETE FOOTING <br />4" THICK CONCRETE <br />PATTERN <br />;; ° 4,6 <br />SIDEWALK WITH &x6 WI.4xWI.4 APPROX. <br />W.W.F. - LIGHT BROOM FINISH GRADE <br />4" THICK CONCRETE <br />SIDEWALK WITH 6x(c> <br />1.1590 MAX. SLOPE <br />PAVEMENT <br />WI.4xWI.4 W.W.F. - LIGHT <br />BROOM FINISH <br />`t <br />\' a <br />e e a dtl G a <br />SURFACE7 <br />\ ,,. \\•/`... <br />V� d 9° <br />e e <br />04 REBAR CONT. <br />I <br />CONCRETE BORDER MS INTERNATIONAL WHITE <br />POLISHED PEBBLE - LARGE <br />(GRADE 1, FIRST QUALITY <br />POLISHED SOFT WHITE MARBLE) <br />THE HOME DEPOT - 40LB BAGS <br />FLAG POLE SASE DETAIL <br />,m <br />SIDEWALK DETAIL <br />O <br />TROWELED JOINT DETAIL <br />0 <br />HANDICAP SIGN DETAIL <br />SCALE: NONE <br />SCALE: 3/4"=1'-0" <br />SCALE: 1 1/2" = 1'-0" <br />SCALE: 3/4" = 1'-0" <br />REVISIONS <br />BY <br />z. <br />—. m <br />ro E <br />E <br />O — V <br />'U N <br />LO N <br />ti <br />Q <br />E <br />rn o <br />3 ti <br />Eos <br />v 1. <br />. ` I` <br />N <br />co <br />I� I <br />E- I <br />E-+ <br />1 <br />FaHwrr, <br />U � � H � <br />E.,QO�ilJ? <br />a <br />00 1:-, x 0 <br />�ZE-MC) <br />I <br />O - v cc4 Q <br />LL <br />b, <br />1S�• •c ''R4: <br />yF <br />4 <br />N <br />U L v <br />,^✓, c co <br />® <br />O w <br />C q <br />QJ y <br />c7 <br />(� Sl <br />U <br />� <br />Z O <br />� M <br />O <br />m -J <br />U <br />O <br />LL- <br />- W O <br />v c v t/j U <br />L U V) <br />_ C3 <br />Q O <br />C) m <br />_ a <br />a) N <br />Z Q v <br />J w <br />LA- <br />Date: 02. 13. 18 <br />Scale: AS NOTED <br />Project Mgr: AAY <br />Drawn: JDS <br />Job: 15-025 <br />Sheet <br />AS3 <br />H:\Projects\Projeets 2015\15025 - FMC Eiland Blvd Expansion\04-CD\01-CD.A\04-Architectural\_AS34 - S1TE.dwg, 2/9/2018 9:11:05 AM, JSimon, Xerox 6604 PS.pc3 <br />