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O Z W <br />ya.I•- - <br />^(10 <br />W z Y <br />� O _ � U <br />WB WIX SB <br />REAR PROPERTY LINEaO aD <br />66 W <br />O O N <br />C) <br />SIDE PROPERTY LINE <br />fgpRO �`�` 4R oe <br />_ el MAIL KIOSK PARKING DETAIL <br />SIDE PROPERTY UNE �► 4��'�`��_ H <br />A W <br />1. NOTES:FINISHED FLOOR ELEVATION SHALL BE A <br />MINIMUM OF 1' ABOVE CROWN OF ROAD. _ <br />2. IF A FENCE IS PLACED ON THE <br />PROPERTY LINE, THEN THE SIDE SWALE <br />SHALL BE ENTIRELY ON THE OWNER'S <br />PROPERTY. <br />LOT GRADING TYPE'A' <br />LOT DRAINAGE TO STREET <br />N.T-1 <br />REAR PROPERTY LINE <br />C�oQE <br />SIDE PROPERTY <br />PLO � OF <br />~ �S <br />�oQ � <br />OF Sw S<�F �0 <br />SIDE PROPERTY LINE <br />NOTES: <br />1. FINISHED FLOOR ELEVATION SHALL BE A \ <br />MINIMUM OF 1' ABOVE CROWN OF ROAD. <br />2. IF A FENCE IS PLACED ON THE <br />PROPERTY LINE , THEN THE SIDE SWALE <br />SHALL BE ENTIRELY ON THE OWNER'S <br />PROPERTY. <br />LOT GRADING TYPE'B' <br />LOT DRAINAGE BOTH TO STREET <br />AND TO REAR LOT UNE <br />NT-' <br />STRUCTURE <br />STRUCTURE DETAILS <br />STRUCTURE <br />STRUCTURE DETAILS <br />HEADWALL PER FDOT INDEX 430-030 <br />P-6 INLET PER FDOT INDEX 425-021 <br />M.E.S. PER FDOT INDEX 430-021 <br />D-1 <br />0+96.12 (81.78 R) <br />14+48.58 (11.25 L) <br />D-127 <br />INV ELEV= 81.00 (24" RCP) <br />INV ELEV= 77.01 (36" RCP) <br />D-28 <br />R�,IM <br />(REF. SIMONS IMPROVEMENT PLANS) <br />ELEV= 85.81 (15" RCP) <br />M.E.S. PER FDOT INDEX 430-021 <br />INV ELEV= 85.08 (15" RCP) <br />> D-2 <br />0+8B.39 (91.90 L) <br />M.E.S. PER FDOT INDEX 430-021 <br />INV ELEV= 81.00' <br />4' MANHOLE PER FDOT INDEX 425-001 <br />D-137 <br />INV ELEV= 81.00 (24" RCP) <br />17D425-010 <br />(REF. SIMONS IMPROVEMENT PLANS) <br />> <br />5' MANHOLE PER FDOT INDEX 425-001 <br />D-29 <br />17+05 66 (5.00 L) <br />' <br />AND 425-010 <br />(191.3 L) <br />0IM <br />RIM ELEV= 89.71 <br />INV ELEV= 83.80 (18" RCP) <br />MANHOLE PER (DOT 425-001 <br />> D-3 <br />ELEV= <br />RIM ELEV= 91.39 <br />INV ELEV= 83.75 (18" RCP) <br />D-142 <br />RCP) <br />INV ELEV= 80.50 (30' RCP) <br />IN <br />INV ELEV= 78.26 (36" RCP) <br />(REF. SIMONS IMPROVEMENT PLANS) <br />' <br />INV ELEV= .26 (36RCP) <br />5' MANHOLE PER FDOT INDEX 425-001 <br />PIPE TABLE <br />> <br />80 <br />INV ELEV= .56 (36"' RCP) <br />AND 425-010 <br />19+31.48 (5.00 L) <br />' <br />P-6 INLET PER FDOT INDEX 425-021 <br />D-30 <br />RIM ELEV= 89.00 <br />NAME <br />SIZE LENGTH SLOPE MATERIAL <br />8 (13.25 L) <br />INV ELEV= 82.62 (18 RCP) <br />INV ELEV= 81.62 (30" RCP) <br />P-1 <br />36' <br />63 LF <br />0.40% <br />RCP <br />RIM ELEV= <br />RIM ELEV= 89. <br />INV ELEV= 85.10 (18" RCP) <br />INV ELEV= 82.80 (15- RCP) <br />P-2 <br />36" <br />111 LF <br />0.40% <br />RCP <br />' <br />P-6 INLET PER FDOT INDEX 425-021 <br />P-6 INLET PER FDOT INDEX 425-021 <br />19+89.99 (11.25 R) <br />P-3 <br />36" <br />124 LF <br />0.40% <br />RCP <br />2+11.58 (13.25 R) <br />D-31 <br />RIM ELEV= 88.84 <br />P-4 <br />18" <br />26 LF <br />0.50% <br />RCP <br />D-5 <br />RIM ELEV= 89.84 <br />INV ELEV= 83.09 (15- RCP) <br />> <br />INV ELEV­ 84.97 (18- RCP) <br />INV ELEV= 83.09 (15" RCP) <br />P-5 <br />36' <br />61 LF <br />0.40% <br />RCP <br />INV ELEV= 78.76 (36' RCP) <br />> <br />INV ELEV= 78.76 (36" RCP) <br />P-6 <br />36' <br />237 LF <br />0.40% <br />RCP <br />P-6 INLET PER FDOT INDEX 425-021 <br />4' MANHOLE PER FDOT INDEX 425-001 <br />D-32 <br />20+84.00 (46.25 L) <br />P-25 <br />15" <br />22 LF <br />0.50% <br />RCP <br />AND 425-010 <br />RIM ELEV= 88.24 <br />D-6 <br />10+83.29 (5.29 R) <br />INV ELEV= 83.33 (15" RCP) <br />P-26 <br />18' <br />255 LF <br />0.50% <br />RCP <br />> <br />> <br />RIM ELEV= 90.35 <br />INV` ELEV= 79.00 (36" RCP) <br />M.E.S. PER FDOT INDEX 430-021 <br />P-27 <br />18" <br />226 LF <br />0,50% <br />RCP <br />INV ELEV= 79.00 (36- RCP) <br />D-33 <br />19+88.93 (171.51 L) <br />P-28 <br />15' <br />61 LF <br />0.48% <br />RCP <br />INV ELEV= 80.90 (30- RCP) <br />P-6 INLET PER FDOT INDEX 425-021 <br />P-29 <br />15" <br />48 LF <br />0.50% <br />RCP <br />D-27 <br />14+48.58 (11.25 R) <br />D-34 <br />M.E.S. PER FOOT INDEX 430-021 <br />P-30 <br />30" <br />164 LF <br />0.44% <br />RCP <br />RIM ELEV= 88.81 <br />INV ELEV- 69.00 (36- RCP) <br />INV ELEV= 85.29 (15" RCP) <br />P,31 <br />_36" <br />w 179 LF_ <br />0.44%_ <br />RCP 0 <br />LEGEND: <br />PROPOSED STORM PIPE <br />EXISTING STORM PIPE <br />INDICATES DIRECTION OF SURFACE <br />WATER FLOW <br />RIP -RAP <br />0 0 0 <br />Am LOT GRADING TYPE <br />BENCHMARK <br />ELEVATIONS SHOWN HEREON ARE BASED ON NAV.D. OF 1988, B.M. #N <br />678, SITE TBM#1 EL.= 88.95' (SEE SURVEY FOR DETAILS) <br />THE PARCEL SHOWN FOR DEVELOPMENT IS LOCATED WITHIN THE <br />FOLLOWING FLOOD ZONE(S) AS DETAILED BY FEMA FIRM (FLOOD <br />INSURANCE RATE MAP) INFORMATION DESCRIBED BELOW: <br />FLOOD <br />MAP EFFECTIVE <br />ZONE <br />COMMUNITY <br />NUMBER <br />PANEL <br />SUFFIX <br />DATE <br />MAP NUMBER <br />rX & AE <br />ZEPHYRHILLS, <br />120235 <br />0452 <br />1 F <br />SEP 26, 2014 <br />12101CO452F <br />CITY OF <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />IT'S THE LAW. Know what's below. <br />DIAL 811 Call before you dig. <br />SUNSHINE STATE ONE CALL OF FLORIDA, INC. <br />- i <br />51 <br />z <br />O <br />U <br />W <br />U <br />U <br />z <br />O_ <br />z <br />a <br />a <br />O <br />z <br />•- <br />N <br />M <br />OD <br />X1111 <br />1/// r <br />W <br />O N <br />Z 'IT <br />p1V M <br />LL <br />0 <br />_ +'co cQ <br />-U,w si <br />s Q <br />Viz® <br />wz <br />Z W <br />z <br />Q 0• <br />Cl) 4(<` <br />Ira <br />O <br />U o <br />00 <br />DATE <br />07/02/2018 <br />PROJECT NO. <br />1802001 <br />SHEET NUMBER <br />C13 <br />