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cn <br />E0 <br />0 <br />m � <br />c <br />O y o <br />-2 <br />ca iu <br />� o <br />n <br />>, E <br />a <br />c <br />E ca <br />n o <br />m o <br />M ch <br />N <br />d) <br />C <br />N a <br />06 2 <br />N C- <br />C <br />3 3 <br />s <br />O � <br />r- L <br />U <br />o <br />3 y <br />4� U <br />J <br />C <br />f0 <br />C N <br />J_ a <br />H =3 <br />D n <br />U <br />0 .� <br />U m <br />n <br />Q <br />(L o <br />o <br />Y a <br />Qa) <br />C) <br />o � <br />C U <br />o .Z <br />U <br />L O <br />w <br />C <br />0 <br />cc <br />m <br />U = <br />o m <br />U <br />aI a <br />o <br />_ C <br />7 y <br />d 2 <br />I n <br />O Cn <br />U C <br />w ,rn <br />w <br />m <br />m <br />Y O. <br />O <br />o <br />� U <br />o <br />0 <br />N L <br />C:) <br />L <br />.m <br />iv o <br />E <br />C o <br />m N <br />1:121,[s]i���G���►� <br />ELEVATIONS SHOWN HEREON ARE BASED ON NA.V.D. OF 1988, B.M. #N <br />678, SITE TBM#1 EL.= 88.95' (SEE SURVEY FOR DETAILS) <br />STRUCTURE TABLE <br />STRUCTURE NAME <br />STRUCTURE DETAILS <br />Eccentric Cylindrical Structure <br />20+24.04 (11.54) <br />S-1 <br />RIM ELEV= 89.12 <br />/� <br />I =6_ <br />/� <br />INV ELEV= 85. <br />Eccentric Cylindrical Structure <br />17+05.66 (5.00) <br />S-2 <br />RIM ELEV= 89.71 <br />INV ELEV= 84.34 (10' PVC) <br />INV ELEV= 84.24 (10' PVC) <br />Eccentric Cylindrical Structure <br />15+58.72 (0.00) <br />RIM ELEV= 89.33 <br />S-3 <br />INV ELEV= 83.80 (10- PVC) <br />INV ELEV= 81.83 (10- PVC) <br />INV ELEV= 83.80 (8' PVC) <br />Eccentric Cylindrical Structure <br />1 +89.22 (0.00) <br />S-4 RIM ELEV= 84.75 <br />INV ELEV= 80.88 (10' PVC) <br />INV ELEV= 80.58 (10' PVC) <br />Eccentric Cylindrical Structure <br />3+91.59 (0.00) <br />S-5 RIM ELEV= 84.00 <br />INV ELEV= 79.97 (10' PVC) <br />INV ELEV= 79.87 (10' PVC) <br />STRUCTURE TABLE <br />STRUCTURE NAME STRUCTURE DETAILS <br />Eccentric Cylindrical Structure <br />6+13.23 (0,00) <br />S-6 <br />RIM ELEV= 84.23 <br />INV ELEV= 79.21 (10- PVC) <br />INV ELEV= 79.11 (10' PVC) <br />Eccentric Cylindrical Structure <br />6+85.89 (0.00) <br />S-7 <br />RIM ELEV= 83.41 <br />EXISTING <br />INV ELEV= 78.89 (10- PVC) <br />Eccentric Cylindrical Structure <br />11 +68.72 (0.00) <br />S-8 <br />RIM ELEV= 90.24 <br />INV ELEV= 86.50 6' PV ) <br />Eccentric Cylindrical Structure <br />10+37.00 (0.00) <br />S-9 <br />RIM ELEV= 90.33 <br />INV ELEV= 86.14 (8' PVC) <br />PAR <br />10 <br />�I <br />�4 <br />KEY MA?l <br />64'r <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />IT'S THE LAWI <br />DIAL 811 <br />Know what's below. <br />Call before you dig. <br />SUNSHINE STATE ONE CALL OF FLORIDA, INC. <br />KJ U <br />Z N N <br />• 0)O <br />O Coo���YIy v 0z2 1 N <br />0." � l ~ 0 � � N <br />a W Z �VIMOZ <br />cD=�aoC6F <br />O�Ww�<`1M <br />V W A zW``ox <br />. cn = <br />W - W< <br />0 r'Z <br />Cr <br />w u 00 <br />Q <br />Z O r U <br />U <br />dO M .. V <br />0O-J{�,I� <br />N M <br />O <br />Q <br />0 <br />it <br />0 <br />J <br />O" <br />U <br />J <br />V <br />a} <br />a <br />w <br />N <br />U <br />Q <br />Z <br />o <br />Q <br />w �e <br />�- <br />w w <br />= <br />2 <br />«6 <br />o <br />10 <br />z <br />g <br />w <br />Q <br />z <br />1- <br />= <br />co <br />1- <br />} } <br />m m <br />m w <br />W Z Z <br />w O 'S U <br />Ucn W WW Z-i <br />V)a 00 00 UU <br />O O O <br />W O (D 0000 <br />Q ) r O <br />O O <br />z <br />z <br />W <br />w <br />U <br />Z <br />U <br />Of <br />p <br />w <br />z <br />EL <br />m <br />d <br />w <br />w <br />w <br />U) <br />U <br />U) <br />� <br />w <br />w <br />w <br />IY <br />T- <br />U <br />Ir <br />mommmom <br />uj <br />00 <br />CS <br />Z V• <br />�. Co ch <br />-- Q.Z LO <br />O G?.J® <br />w ; Q = <br />w <br />z <br />Zw <br />®U,LU <br />O <br />Z® <br />Q O: O o <br />1- <br />Q Q <br />Z <br />y <br />ULL <br />Up <br />✓j ••....••' <br />O <br />U <br />DATE <br />07/02/2018 <br />PROJECT NO. <br />1802001 <br />SHEET NUMBER <br />C10 <br />