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Z <br />\`p <br />a SIDE PROPERTY LINE <br />S <br />NOTES: <br />1. FINISHED FLOOR ELEVATION SHALL BE A <br />O U o . MINIMUM OF 1' ABOVE CROWN OF ROAD. <br />Q = 2. IF A FENCE IS PLACED ON THE <br />PROPERTY LINE, THEN THE SIDE SWALE <br />d SHALL BE ENTIRELY ON THE OWNER'S <br />Q PROPERTY. <br />o0 LOT GRADING TYPE 'A' <br />C <br />LOT DRAINAGE TO STREET <br />N.T.S. <br />� U <br />o <br />U N <br />N REAR PROPERTY LINE <br />O <br />U 2 pQE <br />9v <br />U o \ <br />m � QFLO�G'n Si�F S <br />E �Yq <br />PROPERTY LINE <br />a <br />o <br />r'LOQ� <br />F S4OAF <br />S/ <br />N <br />m <br />f0 <br />SIDE PROPERTY LINE <br />NOTES: <br />0 <br />1. FINISHED FLOOR ELEVATION SHALL BE A <br />\ <br />o <br />0 <br />t <br />MINIMUM OF 1' ABOVE CROWN OF ROAD. <br />2 IF A FENCE IS PLACED ON THE <br />\ <br />N �_ PROPERTY LINE, THEN THE SIDE SWALE <br />00 .3 SHALL BE ENTIRELY ON THE OWNER'S <br />PROPERTY. <br />LOT GRADING TYPE'B' <br />E LOT DRAINAGE BOTH TO STREET <br />c E AND TO REAR LOT LINE <br />o N.T.S. <br />� N <br />o F- <br />STRUCTURE TABLE <br />STRUCTURE NAME STRUCTURE DETAILS STRUCTURE NAME STRUCTURE DETAILS STRUCTURE NAME STRUCTURE DETAILS <br />HEADWALL PER FDOT INDEX 430-030 <br />D-1 <br />0+96.12 (81.78 R) <br />INV ELEV= 78.01 (P-1) <br />M.E.S. PER FDOT INDEX 430-021 <br />D-2 <br />0+88.39 (91.90 L) <br />INV ELEV= 81.00 (P-2) <br />M.E.S. PER FDOT INDEX 430-021 <br />D-33 <br />19+88.93 (171.51 L) <br />INV ELEV= 80.90 (P-30) <br />M.E.S. PER FDOT INDEX 430-021 <br />D-34 <br />INV ELEV= 69.00 (P-31) <br />5' MANHOLE PER FDOT INDEX 425-001 & 010 <br />0+92.93 (19.00 L) <br />EOP ELEV= 91.43 <br />D-3 <br />INV ELEV= 78.26 (P-3) <br />INV ELEV= 78.26 (P-1) <br />INV ELEV= 80.56 (P-2) <br />P-6 INLET PER FDOT INDEX 425-021 <br />2+11.58 (13.25 L) <br />D-4 <br />EOP ELEV= 89.84 <br />INV ELEV= 85.10 (P-4) <br />P-6 INLET PER FDOT INDEX 425-021 <br />2+11.58 (13.25 R) <br />EOP ELEV= 89.86 <br />D-5 <br />INV ELEV= 84.97 (P-4) <br />INV ELEV= 78.76 (P-5) <br />INV ELEV= 78.76 (P-3) <br />4' MANHOLE PER FDOT INDEX 425-001 & 010 <br />10+83.29 (5.29 R) <br />D-6 <br />EOP ELEV= 90.35 <br />INV ELEV= 79.00 (P-5) <br />INV ELEV= 79.00 (P-6) <br />P-6 INLET PER FDOT INDEX 425-021 <br />M.E.S. PER FDOT INDEX 430-021 <br />14+53.72 (11.25 R) <br />D-137 <br />INV ELEV= 81.00 <br />(24" <br />RCP) <br />D-27 <br />EOP ELEV= 88.77 <br />(REF. SIMONS <br />IMPROVEMENT PLANS) <br />INV ELEV= 85.20 (P-25) <br />5' <br />MANHOLE PER FDOT <br />INDEX 425-001 <br />P-6 INLET PER FDOT INDEX 425-021 <br />D-142 <br />INV ELEV= 80.50 <br />(30" <br />RCP) <br />14+46.54 (11.25 L) <br />(REF. SIMONS <br />IMPROVEMENT PLANS) <br />D-28 <br />EOP ELEV= 88.77 <br />INV ELEV= 85.08 (P-25) <br />INV ELEV= 85.08 (P-26) <br />4' MANHOLE PER FDOT INDEX 425-001 <br />& 010 <br />17+05.66 (5.00 L) <br />PIPE TABLE <br />D-29 <br />EOP ELEV= 89.71 <br />INV ELEV= 83.(P-26) <br />NAME <br />SIZE <br />LENGTH <br />SLOPE <br />MATERIAL <br />INV ELEV= 83.75 (P-27) <br />75 <br />P-1 <br />36" <br />63 LF <br />0.40% <br />RCP <br />5' MANHOLE PER FDOT INDEX 425-001 <br />& 010 <br />19+31.48 (5.00 L) <br />P-2 <br />36" <br />111 LF <br />0.40% <br />RCP <br />EOP ELEV= 89.00 <br />D-30 <br />INV ELEV= 82.62 (P-27) <br />P-3 <br />36" <br />124 LF <br />0.40% <br />RCP <br />INV ELEV= 81.62 (P-30) <br />INV ELEV= 82.80 (P-28) <br />P-4 <br />18" <br />26 LF <br />0.50% <br />RCP <br />P-6 INLET PER FDOT INDEX 425-021 <br />P-5 <br />36" <br />61 LF <br />0.407. <br />RCP <br />20+05.95 (11.25 R) <br />P-6 <br />36" <br />230 LF <br />0.407o <br />RCP <br />D-31 <br />EOP ELEV= 88.88 <br />INV ELEV= 83.18 (P-28) <br />P-25 <br />15" <br />24 LF <br />0.50% <br />RCP <br />INV ELEV= 83.09 (P-29) <br />P-26 <br />18" <br />257 LF <br />0.50% <br />RCP <br />P-6 INLET PER FDOT INDEX 425-021 <br />20+03.43 (35.00 L) <br />P-27 <br />18" <br />226 LF <br />0.50% <br />RCP <br />D-32 <br />EOP ELEV= 88.20 <br />INV ELEV= 83.32 (P-29) <br />P-28 <br />15" <br />76 LF <br />0.50% <br />RCP <br />P-29 <br />15" <br />46 LF <br />0.50% <br />RCP <br />M.E.S. PER FDOT INDEX 430-021 <br />D-127 <br />INV ELEV= 81.00 (24" RCP) <br />P-30 <br />30" <br />164 LF <br />0.44% <br />RCP <br />(REF. SIMONS IMPROVEMENT PLANS) <br />P-31 <br />36" <br />179 LF <br />0.447. <br />RCP <br />LEGEND: <br />PROPOSED STORM PIPE <br />EXISTING STORM PIPE <br />INDICATES DIRECTION OF SURFACE <br />WATER FLOW <br />RIP RAP <br />a Am LOT GRADING TYPE <br />i <br />MAIL KIOSK PARKING DETAIL <br />1 z <br />w <br />BENCHMARK <br />ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.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 />X & AE <br />ZEPHYRHILLS, <br />120235 <br />0452 <br />F <br />SEP 26, 2014 <br />12101 CO452F <br />CITY OF <br />CALL 48 HOURS <br />R <br />BEFORE YOU DIG <br />IT'S THE LAW! <br />Know what's below. <br />DIAL 811 <br />Call before you dig. <br />SUNSHINE STATE ONE CALL OF FLORIDA, INC. <br />z <br />0 <br />U <br />w <br />z <br />O <br />U <br />W <br />w <br />a <br />0 <br />U) <br />U <br />x <br />w <br />a <br />0 <br />U <br />z <br />0 <br />D <br />> <br />w <br />� <br />W <br />OwC <br />U <br />6 <br />z <br />111/// <br />w <br />®�®®111 <br />®•N <br />oo <br />cy�3 <br />a 10 <br />®®® (0 <br />M <br />zv <br />0 to <br />� co <br />LL e2U1 ® <br />� O <br />0:z d <br />0 J <br />wz <br />U) <br />us LO <br />w <C <br />P- <br />zw <br />d <br />:o ®cam <br /><C ®: O ®. <br />0 Q <br />s® ...... <br />i <br />DATE <br />07/02/2018 <br />PROJECT NO. <br />1802001 <br />SHEET NUMBER <br />C13 <br />