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PRECAST CONCRETE WHEEL STOP DETAIL <br />N.T.S.14 <br />AT EACH END <br />1'-6" LONG <br />1 - #5 BAR, <br />PRECAST CONCRETE WHEEL <br />STOP PAINTED AND MARKED <br />AS REQUIRED BY OWNER. <br />ACCESSIBLE <br />PARKING SPACE <br />CONCRETE SIDEWALK <br />7'12" <br />DISABLED <br />PERMIT <br />ONLY <br />PARKING BY18"FTP 20-06 PER FDOT <br />INDEX No. 17355 <br />HANDICAP AND STALL PARKING DETAIL <br />N.T.S.13 TYPICAL HANDICAP SIGN STYLE FTP-20-06 <br />N.T.S.15 <br />ACCESSIBLE <br />PARKING SPACE <br />WHITE GRAPHICS <br />ON A BLUE <br />BACKGROUND <br />BLUE LETTERS ON A <br />WHITE BACKGROUND. <br />NOTE: IN ADITTION TEXT <br />MAY ALSO INCLUDE <br />TOWING AND MONETARY <br />PENALTY INFORMATION. <br />SIGN POST (METAL OR <br />APPROVED EQUAL) WEIGHT <br />(3.00LBS/FT) <br />MOUNTING BOLTS <br />BASE POST <br />COMPACT SUBGRADE <br />TO MAX 95 % MODIFIED <br />PROCTOR (ASTM D-1557) <br />IN ACCORDANCE WITH <br />GEOTECHNICAL <br />ENGINEER'S RECOMENDATIONS <br />C.I.P. CONCRETE <br />AGGREGATE STONE BASE (57 <br />ROCK). <br />REFER TO CIVIL DRAWINGS <br />1/2" PRE-MOLDED <br />EXPANSION - JOINT <br />FILLER MATERIAL <br />ASPHALT LAYER. <br />REFER TO CIVIL DRAWINGS <br />CONCRETE - ASPHALT TRANSITION DETAIL11N.T.S. <br />NOTE: ALL PAVEMENT MARKINGS SHALL BE <br />THERMOPLASTIC IN COMPLIANCE WITH <br />FDOT STANDARDS <br />1/2"R <br />#4 TOP & BOTTOM 3" <br />CLR. ALL AROUND <br />LAP 18" MIN. <br />APPLY CONCRETE <br />BONDING AGENT ALONG <br />TOP OF EXISTING <br />RETAINING WALL <br />EXISTING CONCRETE <br />RETAINING WALL TO <br />REMAIN <br />VARIES <br />WIDTH AS REQUIRED <br />(MIN. 5' TYPICAL <br />3000 PSI CONCRETE 1/2"R <br />EXISTING BUILDING WALL <br />1/2" EXPANSION JOINTSUBGRADE COMPACTED <br />TO 98% AASHTO T-180 <br />4" <br />NOTES: <br />1. SIDEWALK JOINTS SHALL BE AT EVERY 5' ON CENTER. <br />2. CONCRETE STRENGTH SHALL BE 3000 PSI MINIMUM AND SHALL HAVE A <br />MINIMUM 470 LB/CY OF PORTLAND CEMENT AND A MAXIMUM WATER TO <br />CEMENT RATIO OF 0.55 LBS/LB. <br />3. ALL COMPACTION PROCTOR TESTING TO BE DONE AS PER AASHTO T-180 <br />4. MINIMUM SIDEWALK THICKNESS SHALL BE 4 INCHES <br />THICKENED EDGE SIDEWALK DETAIL <br />N.T.S.16 http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 25, 2024 GUSTAVO ECKARDT, P.E.License No.67553CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 <br />BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEX3 N.T.S. <br />STANDARD DETAILS <br />G.P.C.A. <br />N.T.S. <br />C-103 <br />DETAILS