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MI <br />E <br />co <br />co <br />c: <br />0 <br />E <br />0 <br />2 <br />L <br />E <br />c- <br />CT 0 <br />LLI C <br />0 0 <br />< E <br />z <br />N <br />- Z L <br />(n 0 <br />E <br />0 <br />c" <br />y <br />0 <br />cn u <br />E <br />10 <br />Q) <br />ry <br />C) <br />Q <br />V) <br />P <br />U <br />0 <br />n� <br />�j <br />0 <br />u <br />> <br />0 <br />0 <br />c <br />D <br />)0 <br />Y <br />Co <br />y <br />00 <br />-0 <br />0 <br />U <br />C <br />0 <br />u <br />0 <br />N <br />c <br />u <br />0 <br />LEGEND <br />PROPERTY BOUNDARY <br />PROPOSED TYPE "F" <br />CURB & GUTTER <br />GRAPHIC SCALE IN FEET <br />0 15 30 60 <br />4 . - PROPOSED TYPE "D <br />CURB & GUTTER <br />& <br />STANDARD DUTY ASPHALTIC <br />CONCRETEPAVEMENT <br />(FULL REBUILD) <br />RACETRAc-HERCULES PARCEL MILLING & RESURFACING <br />ED) <br />(NOT INCLUDL <br />x <br />CONCRETE SIDEWALK <br />7- <br />FDOT ROADWAY PLANS <br />0 <br />v <br />\\ X <br />PROPOSED SPOT ELEVATION <br />_XX XX EP EP - EDGE OF PAVEMENT <br />x TC - TOP OF CURB/CONCRETE <br />XX.XX TC <br />PARCEL 2 ME - MATCH EXISTING <br />(NOT INCLUDED) <br />_L STRUCrURE PROPOSED STORM STRUCTURE <br />�eN7�0 <br />TOP EL. 8,9.85' <br />X <br />RCP 18" (N) 1E. 86.76' 9 <br />11 EP PROPOSED STORM PIPE <br />I/ z \0 <br />1��010r' `< \ \ \ \ \\ \x 93.6 TC <br />X <br />'j 0 OP' <br />x <br />18" RCP 1E. 84,12' P vvr P WT <br />_/-b <br />P OE - P OE <br />4- P OE <br />V BENCHMARK /1 <br />T p ss p ss <br />NAIL & DISC IW\14E <br />EL- 92.08' (NAWB�� <br />X WT-X WT- <br />POND v- - 9 .80 E _X BE-X BE - <br />MATCH EXIST. <br />\ 9�3_ 1 EP <br />AREA 93.30 TC <br />93.� TC _X BT-X BT- <br />90.0 <br />93.46 X BFO - X BFO <br />j <br />X(� <br />V Z92.65 EP X OE-X OE <br />9 .87 EP, <br />\'x'00 9 9315 TC <br />ACCESSIBLE ACCES & <br />3 TC <br />PARKING DETAIL #2 IC) <br />(SEE SHEET C-63 FOR DETAILS) 2.52 P x ss x ss <br />.02 TC <br />ACCESSIBLE ACCESS 'po 93.15 TC <br />92.44 EP <br />PARKING DETAIL #1 -92.74 EP <br />(SEE SHEET C- - -94.0- : <br />3 FOR FIETAILS) -65 RCP Is" 85.59' <br />960, 93.?� T(�; 92.94 TC <br />98.56 E <br />�94.Q6 T <br />4�' <br />INLET TOP--. -900 - -_ _ 1� <br />-97 0 - 93.18 EP <br />98.0 EL, 9 7 30, 93.56 EP <br />6-3.71 EP 94.06,TC 93.68 TC,7< -,92.0 <br />- - - - - - - - - - 92.70 <br />- - - - - - - - - - - - - - - - - - 3.20 TC <br />980 <br />9,90 PROPOSED RCP JO 1E. 84.25 <br />840 - <br />9-90- <br />- D HUMF <br />:_:� �' 1 93.61 EP <br />0 - - u _7\ <br />PROPOSED 94.11 TC <br />9ZPPr-r) W1 IRAID _9B. PARK <br />96.38 <br />FFE <br />�c' 93.4 <br />101.70 <br />Ale cD <br />2 04.04 103.49 <br />�O <br />> 97.36 96.27 <br />RCP 30" IE:84 <br />103.93 4 97 <br />102.02 Al <br />94.98 <br />0 101 0 19 <br />t <br />99.84 98.88 <br />1 94.82 <br />0 . -�:: I " I , r . . E TABLE <br />STORM STRUCTUR <br />0 .5 95.22 <br />DETAILS: <br />u-J) 94 3 STRUCTURE: <br />)0 96. <br />105.02 <br />2 <br />0. <br />I Q, >� TYPE V INLET <br />OAK 10 96.62 POND STA.: 13+16.61 <br />AREA RIM: 99.40 <br />105.18 99.95 97.49 95.54 -03 <br />ST (S" 18" RCP INV: 90.73 <br />V 97.64 <br />10�.24 (NE) 18" RCP INV: 90.73 <br />101.20 (SE) 12" PVC INV: 91.50 <br />I 97.8\00 <br />93.50 0 <br />10 95.87 OF TYPE V INLET <br />STA.: 15+07.20 <br />94.78 <br />ST-04 RIM: 96.12 <br />97.42 V (SW) 18" RCP INV: 88.83 <br />9(.bb (NE) 18" RCP INV: 88.83 <br />(10�76 97.03 94.27 <br />94. 92.77 <br />OAK 10 1, 8 <br />10 3 <br />TYPE V INLET <br />2.89 92.77 Z <br />00.91 95.61 <br />100. i I I . <br />A- . S <br />TA.: 16+51.61 <br />SEE SPLASH PAD DETAIL #3 1 <br />_ '_' - -1 , \ ' ./ - v <br />ON SHEET �-63 RIM: 92.36 <br />100.8 95.40 2.V( ST-05 <br />............. <br />95.10 <br />(SVV) 18" RCP INV: 87.38 <br />(NE) 18" RCP INV: 87.38 <br />.92 <br />95.90 15.10 1 93.08 <br />98 <br />....... (NW) EX. 18" RCP INV: 87.: <br />ST. PETE TYPE 11 PRECAS <br />'8 <br />STA.: 17+77.62 <br />m <br />98.89 96.02 94.25 z ST-06 RIM: 92.90 <br />94.31 <br />94.66 (SW) 18" RCP INV: 85.23 <br />4- <br />t 94.60 (NW) 30" RCP INV: 84.23 <br />Piz' <br />(SE) 30" RCP INV: 84.23 <br />YARD DRAIN <br />STA.: 13+38.47 <br />RIM: 102.25 <br />YD-1 (NW) 12" PVC INV: 93.49 <br />(W) 10" PVC INV: 93 49 <br />(SE) 8" PVC INV: 93.'49 <br />6" SHOWER DRAIN <br />STA.: 13+50.81 <br />YD-1A <br />RIM: 102.31 <br />(NW) 8" PVC INV: 93.38 <br />YARD DRAIN <br />YD-2 STA.: 12+82.91 <br />RIM: 103.19 <br />(E) 10" PVC INV: 94.77 <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 />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 />4,LL 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 />Ltj <br />< <br />z <br />Lij <br />0 <br />z 0 <br />0 <br />LLJ <br />V) <br />z <br />0 <br />0 <br />0 <br />m <br />co <br />(0 <br />0 <br />L0 <br />LLJ <br />0 <br />0 < <br />U 0 <br />0 cf) 0 <br />(/� < 0 <br />mmr_ <br />cn 05� �0 cf) <br />< < r,- <br />cn I <br />cy) <br />z <br />< c) <br />cq <br />Z <br />ly- (D <br />0 u <br />cn LLJ <br />0 0 <br />LLj LLJ T: <br />_j LLJ 0- <br />LLJ <br />< <br />0 <br />c"I <br />m <br />< <br />:2 <br />'zt <br />I <br />1 <br />:D <br />2: <br />c"11 <br />_< <br />LLJ <br />0 <br />m <br />cn <br />C-� <br />Z <br />0-) <br />< <br />CD <br />_j <br />z <br />_j <br />a_ <br />U) <br />0 <br />D <br />y <br />LLJ <br />C) <br />0 CD <br />LLJ 0 <br />Q:� - <br />F- N <br />< <br />m <br />m <br />CL - <br />Q > <br />< <br />Q <br />m <br />00 <br />< <br />0 <br />L'i <br />Ld <br />z <br />z <br />LJ <br />y <br />= <br />y <br />�7 <br />_j <br />< <br />2 <br />V) <br />3� <br />< <br />C) <br />LLJ <br />U <br />LIJ <br />cr <br />cr) <br />iz) <br />0 <br />06 <br />Z uJ <br />0 0 <br />< z <br />< <br />ct <br />0 <br />C:) <br />W <br />ct� <br />0 <br />__j <br />_j <br />LL_ <br />0 <br />U) <br />LL <br />Lu <br />0 <br />W <br />W <br />< <br />W <br />:D <br />Qj <br />W <br />N <br />0 <br />LL <br />0 <br />ry <br />W <br />cn <br />_j <br />LL_ <br />0 <br />Li <br />N <br />SHEET NUMBER <br />C-62 <br />F __T ------- F_ T 7- --------- I ____F I -T 1 7-- <br />