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JdL 0- <br />rl 06.59 701� =1 d.L <br />i u9.42- - MINIS <br />109.54' 0 <br />10768 <br />J__ <br />TrPFF <br />0 __\11 06.68, <br />104759 <br />LL 107.57 109.54 <br />LL <br />1U7.80 <br />10966 <br />108.0 =Id-L <br />8. 10", 94 <br />-108.?4 <br />108.22 <br />109.06 <br />Jc�i <br />70, <br />08.34 <br />LL <br />LL, <br />LL <br />F- <br />106.93 <br />F- <br />108.37, <br />103.53 <br />108.46 107.05 <br />0) <br />103.41 'AL <br />zj108.49 L <br />\ W I - ­ _ JA I :` I Z---- __ <br />=cj <br />_4 <br />t <br />103�42� n <br />zidi -:-\- ____ - - - <br />J611 =Idi Jdi <br />103.3 103.39 EP <br />__q 103. 9 TC <br />106.21-- <br />-4- <br />106.33 <br />f 0 <br />f <br />Ak_ <br />X T <br />�Ai <br />10 <br />102.811 <br />_A1 JIr 106.45� <br />x <br />106.33 <br />0 <br />j y <br />Q, <br />\f, Ln <br />,x T_ <br />j A 106.50 <br />q, f v 106.18 <br />\13, Al 101.06 E <br />6' <br />x < <br />01.0 1 O�.56 T <br />x <br />j, <br />v, <br />106.30--1 106.18, <br />106.2 9 <br />TPF <br />101.03-\ <br />106.4 <br />.15 <br />101, <br />4 <br />L <br />V i4 <br />�7 __1,102.18 <br />105.56 <br />f <br />- ----- -id-L 02.68 T <br />f 05.44 <br />105.06 <br />105.18 <br />104.42 <br />T <br />103.9 <br />J 103.9 10 <br />A <br />- - - - - - - PRO <br />04.5 <br />1�7 -6 104.0 <br />-71 <br />- 103.6 <br />4z <br />101.81 - � �i <br />, 7 - \ I , t I \, - <br />_n \ - T � j \ - i \j . ill' � I I ", <br />101.95-- <br />TPF v x <br />LL <br />CL <br />LL� TPF <br />98.63 <br />98.75 a- <br />100.9' j <br />di --- <br />7 <br />-�100 5 1�v <br />102.60 <br />7 <br />.81/ <br />-n PAVILLION <br />,98.o .6 1 1 1 \i' =1d <br />=Idi <br />TPF - TPF 404 <br />-n <br />100.72 -1 1 - � I \ - ! , , - __ - <br />_'_ , \ i � �- - >�\ \ -TPF <br />'0 <br />:�_ w-,27 <br />102.48--' > 1 "67 <br />98.87 f 106.63 TPF <br />-1(-1:6.16�� LL <br />_n <br />100.60 <br />105.50 <br />104 64' IU4 9b--' <br />03.24 1) U 105.91 <br />99.96 lul 106.49 _,060 <br />14% <br />.0 0 6.5 <br />2 <br />10324 <br />\98.75 <br />-106 <br />Z:L�7 ", - - - - 106. '105.36 <br />10,�o 106.04 <br />1 b4.52 105.42 <br />12 104.93 106.37 jdj_ <br />103. ( 105 105.79-) <br />T T -- <br />9 .84 )1 .83 1 CL 105.30 <br />A� <br />n <br />40' <br />4$#1 <br />/40' <br />40' <br />EX. CH�N <br />LINK FENC� 40' <br />L_ _1� EX. SIDEWALK 4k# <br />103.78 EP <br />104.28 <br />124 LF OF 18" RCP <br />1. , 4 , 9% 40' <br />/ / / / / / 44*, <br />BENCHMARK fl <br />NAIL & DISC IN CURB <br />EL 100. 10' (NA W88) <br />6 4t <br />1) 4t103.18 <br />103.68 TC <br />4e <br />ST-02 <br />02.17 EP <br />02. 40' <br />GRAPHIC SCALE IN FEET <br />0 15 30 60 <br />LEGEND <br />� = m � PROPERTY BOUNDARY <br />PROPOSED TYPE "D" <br />CURB & GUTTER <br />STANDARD DUTY ASPHALTIC <br />CONCRETEPAVEMENT <br />(FULL REBUILD) <br />4 <br />CONCRETE SIDEWALK <br />PROPOSED SPOT ELEVATION <br />__1 EP <br />EP - EDGE OF PAVEMENT <br />_XXXX <br />XXXX TC <br />TC - TOP OF CURB/CONCRETE <br />ME - MATCH EXISTING <br />mPROPOSED <br />STORM STRUCTURE <br />PROPOSED STORM PIPE <br />_p VVT-PVVT- <br />P OE - P OE - POE- <br />p ss - P Ss <br />x Wm <br />- X BE <br />X BE - <br />- X BT <br />X BT - <br />- X BFO <br />X BFO <br />x OE <br />X OE <br />x ss <br />x ss <br />PROPOSED WATERMAIN <br />PROPOSED OVERHEAD ELECTRIC <br />PROPOSED SANITARY SEWER <br />BURIED WATER LINE <br />BURIED ELECTRIC LINE <br />BURIED TELEPHONE LINE <br />BURIED FIBER OPTIC <br />OVERHEAD UTILITY LINE <br />EXISTING STORM LINE <br />SANITARY SEWER FORCE MAIN <br />"#'TURE TABLE <br />DETAILS: <br />PE V INLET <br />k: 10+01.78 <br />4: 103.11 <br />18" RCP INV: 94.46 <br />PE V INLET <br />k: 11+27.37 <br />4: 102.26 <br />11811 RCP INV: 92.62 <br />18" RCP INV: 92.62 <br />NOTE: <br />REFER TO DETAIL 2 SHEET H-7 FOR CONSTRUCTION <br />OF CONCRETE WITHIN THE DRIP LINE OR ROOT ZONE <br />OF EXISTING TREES. <br />or ---IN <br />CALL 2 WORKING DAYS <br />BEFORE YOU DIG <br />IT'S THE LAW! Know whars below. <br />DIAL 811 Call before you dig. <br />SUNSHINE STATE ONE CALL OF FLORIDA, INC. <br />MI <br />K) <br />C14 <br />LLJ <br />< <br />C:) <br />U) <br />F- <br />z <br />LLJ <br />0 <br />cn <br />z <br />z 0 <br />9�j U� <br />F- 5; <br />LLJ <br />F- <br />(n <br />z <br />0 <br />Q <br />00 <br />0 <br />0 <br />0 <br />z <br />0 <br />&M <br />L0 <br />_j <br />LLJ <br />0 < < <br />0 <br />mr cn < CD <br />CO Of Lo <br />< < <br />LJ <br />CE <br />cT <br />< 0 <br />Z LJ <br />1`� M 0 <br />0 5 .. 0 <br />U) LLJ <br />0 0 <br />LLj LLJ = = <br />_j L'i a- <br />cj� <br />F- <br />LLJ <br />< <br />0 <br />cl� <br />LLJ <br />CN <br />LLJ (_0 <br />0 <br />cn <br />LLJ <br />< <br />_j <br />U CN <br />0 <br />LLJ 0 <br />0 <br />0 <br />LLJ 0 <br />COL <br />N <br />< <br />cn <br />m <br />m <br />C:) > <br />< <br />Ei� <br />>_ <br />m <br />00 <br />0 <br />LLJ <br />< <br />< <br />LLJ <br />U <br />V) <br />LLJ <br />(2) <br />0:� <br />0 <br />= <br />U <br />z <br />06 -1 <br />(D CL <br />Z UJ <br />< z <br />< <br />0� <br />ro) <br />W <br />_j <br />0 <br />LL_ <br />_j <br />0. <br />0 <br />U) <br />LL <br />LU <br />0 <br />Lij <br />.J <br />W <br />< <br />Lu <br />(L <br />W <br />N <br />Q <br />W <br />CL <br />LL <br />0 <br />W <br />cn <br />c) <br />L <br />L 0 <br />LL <br />U N <br />SHEET NUMBER <br />C-61 <br />