Laserfiche WebLink
I <br />I� <br />I <br />I <br />I � <br />I <br />I� <br />/f I I II r I <br />O /I I <br />I NU 17346 kJ <br />1175 <br />A DR/W <br />34.01B DG TIE <br />m <br />_ <br />" <br />Ri-1 F <br />I <br />5' WIDE CONCRETE <br />20' <br />Yr <br />F <br />I <br />0 I <br />INTEGRA <br />CURB <br />„ <br />TRUNCATED DOMES <br />SIDEWALK, 1.5%MAX. <br />I <br />. _. .. <br />'j <br />& SIDEWALK <br />PER FDOT INDEX <br />CROSS SLOPE <br />TRUNCATED DOME S <br />• <br />o <br />o: <br />{ <br />u <br />NO. 304 <br />PROPOSED <br />CONCRETE SLAB <br />BELOW ALL BACKFLOWSuj <br />� <br />r <br />(PER FDOT INDEX <br />NO. 304)(TYP.) <br />— -I I <br />LL <br />L� <br />1 <br />g <br />TIRE <br />KINGDOM <br />REMOVE EXIST 5- WIDE <br />> <br />O <br />I <br />CONCRETE SIDEWALK, <br />> <br />PARCEL 10 <br />Q <br />REPLACE WITH NEW <br />I Q <br />N <br />7,026 S.F. <br />5' SIDEWALK <br />r <br />0 <br />- <br />FFE=126.40 <br />10' LANDSCAPE BUFFER & <br />0 <br />cp : <br />rn <br />I <br />5' x 8' CONCRETE SLAB <br />0 <br />O <br />WITH V CHAMFERS <br />PROGRESS ENERGY EASEMENT <br />I I <br />I <br />0 <br />I <br />24' <br />., ... <br />FOR OIL INTERCEPTOR <br />& VERIZON EASEMENT <br />O <br />20' BUILDING SETBACK <br />(n <br />I <br />I <br />33.07' BLDG. TIE <br />{ <br />I <br />4 <br />12'x12' DUMPSTER <br />Iou <br />ENG <br />ARCH. PLANS <br />I <br />5 <br />hN89°59'50"E <br />183.33' <br />FOR DETAILS)o <br />4' <br />_ <br />DEMO. 44LF' <br />TYPE'F' CURB <br />— <br />(n <br />—� — <br />8" CONCRETE <br />_ <br />v <br />N <br />— <br />• <br />v <br />TYPE'F' CURB <br />NEW DROP <br />(NP) <br />(� <br />HEADER CURB <br />" <br />CURBit <br />II <br />�D <br />9' <br />I <br />292' <br />I <br />R5' <br />: , <br />' FLARED TURNOUT PER <br />I I . <br />( I <br />I i I <br />O7 F FDOT INDEX NO. 515 <br />as a TIRE STORAGE Ri 1 <br />C ENCLOSURE I <br />0 <br />N <br />r <br />DEMOLITION NOTES: <br />1. REMOVE APPROXIMATELY 92 LF OF TYPE "F" <br />CURB ALONG THE EAST SIDE OF THE SITE. <br />REPLACE WITH 2' WIDE DROP CURB. <br />2. REMOVE APPROXIMATELY 138 LF OF 5' <br />SIDEWALK ALONG THE EAST SIDE OF THE SITE. <br />REPLACE WITH NEW 5' SIDEWALK. <br />0' 20' 40' <br />SCALE: 1" = 20' <br />SITE LEGEND <br />HANDICAP PARKING <br />® <br />PROPOSED DRAINAGE INLET <br />PROPOSED CURB <br />—••• •••— <br />SITE BOUNDARY LINE <br />CENTER LINE OF ROAD <br />- <br />RIGHT-OF-WAY <br />- - - - - - <br />EXISTING EDGE OF PAVEMENT <br />7 <br />PROPOSED CONCRETE PAVEMENT <br />TYP <br />TYPICAL <br />HC <br />HANDICAP <br />10 <br />10 PARKING SPACES <br />S/W <br />SIDEWALK <br />R5' <br />5' RADIUS <br />LF <br />LINEAR FEET <br />SF <br />SQUARE FEET <br />SIGN LEGEND: <br />NO TEXT OR SYMBOL SIZE <br />R1-1 STOP 3011x30" <br />ALL SIGNS SHALL CONFORM TO THE MANUAL <br />ON UNIFORM TRAFFIC CONTROL DEVICES. <br />STRIPING NOTES: <br />TYPICAL PARKING SPACE SHALL BE STRIPED WITH <br />A 4" WHITE STRIPE. <br />SEE DETAILS FOR HANDICAP PARKING. <br />NOTES: <br />1. FOR PAVEMENT MARKING DETAILS, REFER TO <br />LATEST EDITION OF THE MANUAL OF UNIFORM <br />TRAFFIC CONTROL DEVICES" FDOT ROADWAY & <br />TRAFFIC DESIGN STANDARDS INDICES # 17346 <br />& 17352, AND THE CITY OF ZEPHYRHILLS <br />`sCla <br />FACILITY DESIGN GUIDELINES. <br />2. ALL RADII & UNLESS OTHERWISE SPECIFIED. <br />�e►}��� <br />3. DUMPSTER AND TIRE ENCLOSURE EXTERIOR <br />MATERIALS TO CONSIST OF STONE BASE, <br />STONE WATERTABLE, AND EIFS ABOVE TO <br />MATCH BUILDING. SEE FINISH SCHEDULE ON <br />EXTERIOR ELEVATIONS FOR ACTUAL FINISHES. <br />MAP REFERENCE: <br />PROPERTY IS LOCATED WITHIN THE ZEPHYR <br />COMMONS COMMERCIAL SUBDIVISION AND IS <br />RECOGNIZED AS PARCEL 10 IN THE RECORDED <br />PLAT. (BOOK1, PAGE 55) AS SURVEYED BY AVID <br />GROUP JOB NO. 2673-001, DATED 08-24-2008. <br />ELEVATIONS SHOWN ARE NGVD 29. <br />(SEE SURVEY FOR CONVERSION FACTOR) <br />z <br />0 <br />F- <br />i <br />Iz <br />0 <br />U) <br />Lu <br />ol <br />w <br />0 <br />0 <br />z <br />mw>—W-Ozw <br />C) <br />o <br />N <br />w <br />CD CL <br />o <br />p <br />0 <br />N <br />III <br />} <br />z 2 <br />C'7 <br />� <br />.T <br />� � <br />k <br />5 <br />N <br />ui <br />O <br />Q <br />O <br />O <br />cn1 <br />o <br />a <br />a <br />o <br />w <br />F <br />� J <br />Oa <br />Zco o �p <br />wN o <br />L <br />�W o <br />.e, <br />wLL <br />O a - <br />zLD a�� <br />' <br />0cr <br />C <br />U)w0co <br />L <br />" r <br />zna0 <br />c <br />p <br />Ow co <br />[ <br />cc Q <br />Q>- VO <br />C <br />m <br />c <br />W Q <br />F-o <br />C/) o <br />o ¢ � <br />Q9 �N <br />0LL 6CID� <br />cc 00 0 <br />v 0W m N r- ZD <br />J <br />ZD <br />cc¢ <br />J <br />V, = r N CC <br />U � <br />O <br />n m Q V = Q> <br />N IL m IL LL. Q <br />0 0 z w cn CD cn <br />2-'z o W z <br />J CC: ZF- <br />LU Z 4 U W w <br />_ wQI—W > <br />CD �u _jU <br />Z 0 Z) U Q <br />w Z Z Q ~ <br />-.2J Q Q Z <br />U '- Lu <br />U U 2,cc <br /><LL M- <br />a > <br />z <br />� J W <br />W <br />N <br />hrb 4h, <br />O <br />O <br />Z <br />:p <br />Z <br />a <br />J <br />0 <br />Z <br />O <br />U <br />J <br />H <br />Z <br />O <br />x <br />S <br />H <br />E <br />E <br />T C=3 <br />N <br />0 <br />