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0 <br />.3 <br />a� <br />m <br />L <br />N <br />0 <br />W <br />U <br />U <br />rn <br />W <br />0 <br />as <br />m <br />c <br />W <br />0 <br />N <br />0 <br />U <br />O <br />1i <br />co <br />a <br />m <br />a <br />S <br />m <br />c <br />0 <br />N <br />O <br />ca <br />ca <br />3 <br />0 <br />3 <br />a� <br />0 <br />0 <br />a <br />c N <br />O <br />E c <br />M 0 <br />N <br />O c <br />L <br />_U <br />a <br />0 <br />0. <br />E a <br />O o <br />v a) <br />N <br />a) <br />a <br />N Q <br />m m <br />N o- <br />cn <br />co <br />� 3 <br />N v <br />P i <br />U 3 <br />0 <br />0 <br />3 <br />Q a <br />J � <br /><L � <br />0a <br />O a <br />a <br />0 <br />O <br />U y <br />a <br />Q T <br />(n 0 <br />Y � <br />O <br />_N c <br />ai <br />C c <br />O E <br />U a <br />rn <br />o <br />U 0 <br />v <br />m <br />Uca <br />'o co <br />a <br />E <br />o <br />= a <br />a " <br />B <br />a <br />O <br />U � <br />� rn <br />M 40) <br />a. a <br />a <br />m <br />ca <br />U) , <br />-14 a <br />M <br />Or8 <br />0 <br />� U <br />o <br />0 <br />o w <br />m <br />�o <br />E - <br />N c <br />c <br />� U <br />o <br />a <br />to 'n <br />STRUCTURE TABLE <br />STRUCTURE NAME <br />STRUCTURE DETAILS <br />P-5 INLET PER FDOT INDEX 425-021 <br />8+53.72 (11.25 R) <br />EOP ELEV= 89.58 <br />D-7 <br />INV ELEV= 79.92 (P-6) <br />INV ELEV= 81.69 (P-7) <br />INV ELEV= 80.43 (P-8) <br />P-5 INLET PER FDOT INDEX 425-021 <br />8+46.54 (11.25 L) <br />D-8 <br />EOP ELEV= 89.56 <br />INV ELEV= 81.81 (P-7) <br />P-6 INLET PER FDOT INDEX 425-021 <br />5+85.70 (11.25 R) <br />D-9 <br />EOP ELEV= 88.80 <br />INV ELEV= 84.50 (P-9) <br />P-6 INLET PER FDOT INDEX 425-021 <br />5+69.30 (11.25 L) <br />EOP ELEV= 88.79 <br />D-10 <br />INV ELEV= 84.36 (P-9) <br />INV ELEV= 82.38 (P-10) <br />INV ELEV= 82.43 (P-8) <br />4' MANHOLE PER FDOT INDEX 425-001 & 010 <br />3+34.36 (5.00 L) <br />EOP ELEV= 91.18 <br />D-11 <br />INV ELEV= 83.09 (P-10) <br />INV ELEV= 83.60 (P-13) <br />INV ELEV= 83.62 (P-11) <br />P-6 INLET PER FDOT INDEX 425-021 <br />1+26.99 (11.25 R) <br />D-12 <br />EOP ELEV= 89.26 <br />INV ELEV= 84.29 (P-11) <br />INV ELEV= 84.29 (P-12) <br />P-6 INLET PER FDOT INDEX 425-021 <br />1 +26.99 (11.25 L) <br />D-13 <br />EOP ELEV= 89.26 <br />INV ELEV= 84.40 (P-12) <br />P-5 INLET PER FDOT INDEX 425-021 <br />2+69.73 (11.25 L) <br />EDP ELEV= 91.92 <br />D-14 <br />INV ELEV= 83.79 (P-13) <br />INV ELEV= 84.72 (P-14) <br />INV ELEV= 83.78 (P-15) <br />P-5 INLET PER FDOT INDEX 425-021 <br />2+61.85 (11.25 R) <br />D-15 <br />EOP ELEV= 92.02 <br />INV ELEV= 84.84 (P-14) <br />4' MANHOLE PER FDOT INDEX 425-001 & 010 <br />1 +78.78 (4.68 R) <br />EDP ELEV= 95.48 <br />D-16 <br />INV ELEV= 84.61 (P-15) <br />INV ELEV= 89.48 (P-16) <br />INV ELEV= 84.61 (P-17) <br />TYPE C INLET PER FDOT INDEX 425-052 <br />0+74.92 (13.41 R) <br />D-17 <br />EOP ELEV= 95.00 <br />INV ELEV= 90.01 (P-16) <br />P-5 INLET PER FDOT INDEX 425-021 <br />2+37.50 (11.25 R) <br />EOP ELEV= 96.09 <br />D-18 <br />INV ELEV= 84.79 (P-17) <br />INV ELEV= 92.00 (P-18) <br />INV ELEV= 85.27 (P-19) <br />P-5 INLET PER FDOT INDEX 425-021 <br />2+37.32 (11.25 L) <br />D-19 <br />EOP ELEV= 96.09 <br />INV ELEV= 92.11 P-18) <br />4' MANHOLE PER FDOT INDEX 425-001 & 010 <br />3+65.45 (5.00 R) <br />D-20 <br />EOP ELEV= 97.65 <br />INV ELEV= 85.91 (P-19) <br />INV ELEV= 85.90 (P-20) <br />4' MANHOLE PER FDOT INDEX 425-001 & 010 <br />5+23.04 (5.00 R) <br />D-21 <br />EOP ELEV= 97.53 <br />INV ELEV= 86.67 (P-20) <br />INV ELEV= 86.66 (P-21) <br />INDEX NO. 430-022 <br />D-120 <br />INV ELEV= 84.35 (P-118) <br />INDEX NO. 430-022 - SIDE DRAIN MES <br />D-127 <br />INV ELEV= 81.00 (P-124) <br />(REF. SIMONS IMPROVEMENT PLANS) <br />PIPE TABLE <br />NAME SIZE LENGTH SLOPE MATERIAL <br />Lf <br />0.50% <br />RCP <br />s <br />i:i <br />LF <br />0.50% <br />RCP <br />P-10 <br />30" <br />235 <br />LF <br />0.30% <br />RCP <br />P-11 <br />18" <br />132 <br />LF <br />0.50% <br />RCP <br />P-12 <br />18" <br />22 <br />LF <br />0.50% <br />RCP <br />P-13 <br />24" <br />65 <br />LF <br />0.30% <br />RCP <br />P-14 <br />18" <br />24 <br />LF <br />0.50% <br />RCP <br />P-15 <br />24" <br />275 <br />LF <br />0.30% <br />RCP <br />P-16 <br />18" <br />105 <br />LF <br />0.50% <br />RCP <br />P-17 <br />24" <br />58 <br />LF <br />0.30% <br />RCP <br />P-18 <br />15" <br />23 <br />LF <br />0.50% <br />RCP <br />P-19 <br />18" <br />127 <br />LF <br />0.50% <br />RCP <br />P-20 <br />18" <br />156 <br />LF <br />0.50% <br />RCP <br />FAI <br />.0 <br />MAO <br />- - - ��41 L-,Wn <br />-- ':1 ;tz_�tSa1�I11t 1�.r�®�Yfi �I _ -_ • •jw1,*m,1E Em 101 �% ���9:04 <br />® ra <br />•II�1�� • : • <br />0-18 <br />on <br />P-19 <br />F, <br />10 <br />50�-_ <br />r <br />\ / O <br />I �r <br />y <br />REAR PROPERTY LINE <br />�OQE <br />S � <br />SIDE PROPERTY LINE <br />S <br />��pQti <br />/ S opt o�G� S`'oQ� <br />SIDE PROPERTY UO <br />NE S � eR 1 � F <br />© NOTES: � � R�G� <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 LINE <br />N.T.S. <br />REAR PROPERTY LINE <br />REPS R�P� SIDE <br />O <br />H 3 SIDED��1 <br />s�apF 1 4� � <br />\\4 <br />SIDE PROPERTY LINE -_) ! i�• �� �,��- <br />NOTES: - <br />1. FINISHED FLOOR ELEVATION SHALL BE A 1 �� <br />MINIMUM OF V 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.S. <br />PROPERTY LINE <br />LEGEND: <br />PROPOSED STORM PIPE <br />EXISTING STORM PIPE <br />INDICATES DIRECTION OF SURFACE <br />WATER FLOW <br />RIP -RAP <br />Am LOT GRADING TYPE <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) <br />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 />KEY MAP <br />E <br />CALL 48 HOURS <br />n <br />BEFORE YOU DIG <br />zf' <br />IT'S THE LAW! <br />Know whars below. <br />DIAL 811 <br />Call before you dig. <br />USKA <br />SUNSHINE STATE ONE CALL OF FLORIDA, INC. <br />ZQ <br />^J <br />o <br />LU <br />o <br />J <br />Q <br />O <br />`� <br />uS <br />J <br />J <br />U) <br />p <br />} <br />p <br />Q <br />a <br />W <br />N <br />ZQ <br />O <br />``'' <br />W3.. <br />F_ O <br />w W <br />O = <br />It I­_g <br />z <br />•a <br />> <br />o <br />Z <br />w <br />W <br />Q <br />z <br />W <br />=rL <br />to <br />_Zv <br />p <br />CD <br />Z <br />Q <br />m m <br />W <br />00 W <br />W <br />Z z <br />O - 3 U <br />Uto W J WX 2J <br />co< 00 0C9 UU <br />0 W(0 00 <br />1c'D r CD <br />z <br />z <br />W <br />w <br />U <br />U <br />z <br />(3f <br />IY <br />W <br />_O <br />W <br />U) <br />0. <br />a_ <br />p <br />0 <br />0 <br />w <br />W <br />w <br />l <br />W <br />W <br />U <br />WE <br />RIM■©■© <br />DATE <br />07/02/2018 <br />PROJECT NO. <br />1802001 <br />SHEET NUMBER <br />C12 <br />