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ICAST <br />E- EXIST.[ FM <br />11 <br />ERJ <br />4ul <br />CONST. 39 LF <br />-.�—T <br />®Am-- <br />OF IS" HDPEP <br />b <br />STA. 177+00.00, 26.01' LT 0 <br />70 40 <br />h n1 <br />� <br />�O v, <br />ul <br />O <br />PROP. 10'X60' <br />O O d <br />CONST. TYPE 'C' DBI <br />� ul vi <br />00 ]7 <br />�i <br />00 <br />uj uj <br />x1 ! i NN <br />� <br />hi <br />LIC. AGREEMENT <br />T! TD EXIST. <br />DRIVEWAY <br />GRATE EL. = 23.68 <br />8 <br />6; 77 <br />17 <br />00 <br />7 <br />CONST. ASPHALT DRIVEWAY <br />+ 4.35 3.23' <br />LT <br />BOTTOM EL18.006.00 <br />Feet <br />© <br />Ns <br />PER FDOT INDEX 000-515 <br />TTI11ET0 ! T. RV <br />m <br />m <br />ear. coon <br />x <br />FLORIDA POWER & LIGHT <br />98TH A VENUE <br />sHEEr <br />No. <br />DATE <br />BY <br />D1rscR/Pnox <br />?�� <br />ur <br />L <br />2020 <br />MKL <br />CONTRACTOR TO CUT BACK EXIST, <br />IS" CPP CONST. ASPHALT DRIVEWAY <br />MCF <br />DRAINAGE DESIGN REVISION <br />03730 <br />0972020 <br />s� <br />r3.05 <br />EXIST. CULVERT '3 <br />TD BE REMOVED �l <br />EXIST. STRUCTURE AND <br />r <br />5-1148 <br />AS TO NOT CONFLICT W1TH PROP. <br />STRUCTURE. ER FOOT INDEX 000-515 <br />1/4/11 <br />MCF <br />QSCRIPTOR ERROR REVISION <br />EXIST. RJW t� <br />CULVERT TO REMAIN <br />987H AVENUE & 16TH STREET <br />]4 <br />PROPERTY OWNER WILL CONNECT <br />AT A LATER DATE. <br />TO STRUCTURE <br />Fes. <br />y <br />CONST. <br />5' PAVED SHLDR 8 � <br />23 a <br />Z3 <br />w <br />a <br />CD <br />^ <br />••- — — <br />— — <br />O <br />235. <br />Q S-.1 I S <br />E��`- <br />.. <br />5-] 1 ��` <br />r) <br />T <br />^ <br />CONST SI LF OF 1 <br />•-. o <br />.... <br />_ -174 _ <br />�— - 175. <br />176 <br />177 _ 178' <br />rn <br />Q <br />10' (TYPJ <br />V) <br />98TH AVENUECONST. <br />CONST, <br />N 0° 1-T 08" E <br />50 LF <br />OF 18" RCP—1 <br />Ln <br />y <br />W <br />35' R <br />J <br />CONST 5' PAVED SHLDR +92. <br />+78.15 <br />V <br />co <br />_ <br />RT <br />CONST. 5' PAVED SHLDR <br />_ <br />Q <br />EXIST. R/W <br />EXIST. CULVERT TO REMAIN) <br />.. <br />CONST. 20 LF OF 18" CAP W/ CONC. <br />TIE TO EXIST. <br />RIVEWAY <br />COLLAR, OUTFALL INV. = 18.60 <br />+ <br />R <br />CONST. 20 LF OF 18" CAP W/ CONC. <br />® <br />IQ TIE TO EXIST, DRIVEW Y <br />COLLAR, OUTFALL INV. = 17.90 <br />5-114A <br />5-1148 <br />5 -dl <br />LEGEND: <br />STA. 174+45.73, 26:08 LT <br />CONST, TYPE 'C' DBI <br />GRATE EL. = 24.50 <br />STA. 175+55.07, 78.24' LT <br />CONST. TYPE 'C' DBI W/ SLOT <br />GRATE EL. = 24.15 <br />STA. 175+12.93, 28.31' LT <br />MODIFY EXIST. STRUCTURE' <br />GRATE = 24.15* <br />PROPOSED ROADWAY WIDENING <br />�' <br />AH INV. = 12.22± <br />RT INV. = 18.70 <br />AH SLOT = 23.75 <br />BK INV. = 22.60 <br />Ali INV. = 22.60 <br />BK INV. = 22.575 <br /><-I- OVERLAND FLOW DIRECTION <br />BOTTOM EL. = 16.70 <br />LT INV. = 22.60 (15" KNOCK OUT BRICKED <br />UP) BOTTOM = EXIST. <br />BOTTOM EL. = 20.60 <br />PROFILE': GRADE <br />LINE <br />71! <br />o <br />I <br />18 <br />ory <br />I <br />W9.04 <br />-- :__ ;._ <br />.;_� —. <br />(+ <br />0,0101" f—}IA3:13 <br />�—t <br />�— <br />~0.1 <br />1 <br />— <br />— w _ . <br />— <br />— <br />4% <br />E- EXIST.[ FM <br />ERJ <br />4ul <br />-.�—T <br />. •-. N <br />b <br />xD ry <br />I V <br />h n1 <br />� <br />�O v, <br />ul <br />O <br />O O d <br />I <br />� ul vi <br />00 ]7 <br />�i <br />00 <br />uj uj <br />x1 ! i NN <br />Nxj <br />hi <br />O <br />Ih <br />hN <br />xj <br />6; 77 <br />17 <br />00 <br />7 <br />00 <br />77 <br />D <br />1 ]7 00 <br />16 <br />aevlslo <br />Ns <br />m <br />m <br />ear. coon <br />x <br />FLORIDA POWER & LIGHT <br />98TH A VENUE <br />sHEEr <br />No. <br />DATE <br />BY <br />D1rscR/Pnox <br />DITe <br />ur <br />DESCRIPTION <br />2020 <br />MKL <br />® DRAINAGE REVISION <br />1/10/21 <br />MCF <br />DRAINAGE DESIGN REVISION <br />03730 <br />0972020 <br />MCF <br />BKHA DRAINAGE REVISION <br />r <br />111 .1. <br />erxr zosoF <br />INDIAN RIVER SERVICE CENTER PLAN & PROFF�LE <br />1/4/11 <br />MCF <br />QSCRIPTOR ERROR REVISION <br />-111u.r or <br />987H AVENUE & 16TH STREET <br />]4 <br />