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CONC. TO BE SCORED <br />BY EDGING TOOL TO <br />SIMULATE CURBING <br />DETECTABLE WARNING <br />I� <br />COMPACTED <br />SUBGRADE <br />3000 P.S.I. CONCRETE <br />6" <br />6" 6" <br />1/2" R. <br />EXPANSION JOINT <br />ASPHALT PAVING <br />BASE <br />-fir-i io -- <br />FACE OF CURB <br />OR EDGE OF <br />PAVEMENT o <br />3 GROUND SIGN <br />1 /2 = 1 0 <br />1'-6" <br />I ' I INTERNATIONAL <br />SYMBOL OF ACCESS <br />WHITE ON BLUE <br />BACKGROUND <br />-FT <br />SPARKING BY `I <br />NORMALLY 48' o: c DISABLED <br />PERMIT WHITE BACKGROUND <br />EXPANSION JOINT MAX. 50' EXPANSION JOINT - ONLY MESSAGE LETERING <br />VILLATOR 3/8" HOLES WITH HOLES <br />SIDEWALK WILL BE DRILLED ON 1"CENTERS <br />FINED $250 FULL LENGTH IN FULL <br />LENGTH OF THE METAL <br />POST. ( MOUNT WITH <br />5/16" X 21/4" BOLT, TOP <br />TYP. SIDEWALK PLAN AND BOTTOM OF SIGN) <br />EQUAL TO SIDEWALK WIDTH (6' MAX.) <br />WIDTH PER PLAN o <br />PROPOSED 1/2" BITUMINOUS STRIP <br />1/50 MAX. BUILDING BROOM FINISH d <br />COMPACT <br />TYP. SIDEWALK SECTION EXPANSION JOINT STRUCK JOINT <br />II NOTES: <br />i 1. SIDEWALKS SHALL HAVE TOLLS EDGES. <br />2. CONSTRUCTION JOINT SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINT ONLY <br />3. EXPANSION JOINT SHALL BE INSTALLED AS SHOWN AND ALONG EDGE ABUTTING CURB <br />4. EXPANSION JOINT SHALL CONSIST OF CONTINUOUS 1/2" BITUMINOUS EXPANSION STRIP, AS SHOWN <br />CONC. FOOTING <br />5 <br />100. <br />91191, <br />TYPE A <br />TYPE C <br />2" MIN. <br />#5 BAR <br />N <br />#3 BAR, TYP. <br />M BAR <br />N <br />N <br />* BAR, TYP. <br />NOTES: <br />1. CONCRETE TO BE 3000PSI <br />2. WHEEL STOPS TO BE SECURED WITH TWO 18" NO. #5 BARS <br />3. RECYCLED PLASTIC WHEEL STOPS MAY BE USED IN LIEU OF CONCRETE <br />4, DIMENSIONS OF WHEEL STOPS MAY DIFFER FROM THE ABOVE SPECIFICATIONS <br />IF APPROVED BY COUNTY ENGINEER <br />6 CONC. WHEEL STOP <br />N.T.S. <br />31/16" <br />518" 5/8" <br />5 METAL POST SECTION <br />3 =1-0 <br />6" BLUE <br />6" WHIT <br />• 6" WHITE <br />EVRON EQUALLY <br />ACED PER AISLE <br />SLUE <br />NOTES: <br />1. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHE-RS, AND <br />SCREWS MUST BE RUST PROOF. <br />2. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE <br />A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI <br />3. SIGNS WILL BE FABRICATED BY USING REFLECTING COATING IN THE <br />SYMBOL, MESSAGE AND BORDER APPLIED TO A, SHEET ALUMINIUM <br />BACKING (0.8.) IN THICKNESS, <br />4. MESSAGE LETTERING SHALL BE UPPER CASE (BLACK) (SERIES C) <br />1.5" HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC <br />CONTROL DEVICE. <br />5. THE SYMBOL IS COMPOSED OF RIVO ELEMENTS. A WHITE <br />WHEELCHAIR FIGURE (WHICH SHOULD AU+NAYS FACE RIGHT) ON <br />SQUARE BACKGROUND INTERNATIONAL BLUE IN COLOR (FED. STD. <br />595A. COLOR #15180). <br />6. SIGNPOST SHALL BE MIN. 2'- 0" CLEAR FROM BACK OF CURB, <br />7. THE USE OF PROPERLY LOCATED BOLLARDS IN ACCESSIBLE <br />PARKING SPACES ARE ACCEPTABLE SUBSTITUTES FOR REGULAR <br />BUMPER GUARD. <br />8. MiNIMUM NUMBER OF „CCr , al.il — r` 3,;,_D�!`� . � S C F IC .1, . <br />6" WHITE CHEVRON <br />EQUALLY SPACED PER AISLE <br />.4 Via S!D)rUtIALK v ' c I <br />�- <br />G <br />> / �! <br />12' - 0" <br />AIS S, <br />j 3 / Simi <br />I l <br />'/ L <br />2 <br />A4100.1 <br />d e si g n SZ T lyles <br />architecture <br />1708 E Columbus Drive <br />Tampa, Florida 33605 <br />p R?S [.4a 6ir��.�.c. } A�$�0 p�s� cif ,,4; 3?67 <br />d c si, gins b`„esi.f'i wectv9 o,- �irn <br /># AAC�33Y3 <br />All reproduction & inte!le� ua! property <br />rights reserved 2017 <br />Project <br />DzNi <br />Medical G I�cuf <br />DMG (FL) - <br />- ILLS <br />5935 7`h Stree4. <br />t /Zephyrhiiis, <br />FL 33542 <br />Prepared for <br />DAViTA MEDICAL GROUP <br />in Association with: <br />EES R O TES <br />rot., � AsoV ua!„ c.'�, !Er,. <br />CONTACT • I'ARL i,N�S <br />4381 5TH ST <br />SARASO T A, FL 34236 <br />PHONE: 941.955.4555 <br />GENESIS ENGINEER GROUP, LLC <br />CONTACT: MIKE HANEY <br />1000 N. ASHLEY DR. #900 <br />TAMPA, FL <br />PHONE. 813.523.6455 <br />GENESIS ENGINEER GROUP, LLC <br />CONTACT: MIKE HANEY <br />1000 N. ASHL EY DR. #900 <br />TAMPA, FL <br />PHONE: 813.523.6455 <br />t,a <br />11:2'i :41 AM <br />No. Revision Description Date <br />1 PERMIT AND BID SET 12/10/2018 <br />No. Revision Description Date <br />Drawn By: Wi Checked By: SRS <br />Protect Number- 181911 — <br />Sheet Title <br />SITE PLAID <br />DETAILS <br />FLUSH CURB AND SIDEWALK $ CONC. CURB AND SIDEWALK 7 DISABLED PARKING SIGN 2 ACCESSABLE AISLE DISABLED PARKING MARK scale, c nten s is ra i �c not <br />9 �% <br />1 /2" = 1'-0" N.T.S. 3/4" = 1'-011 1/2 " = 1'-0if 1 /8" = 1 "-0" Sheet Number <br />scale, <br />contents o drawing <br />A 10 UA"h's 1 <br />