Laserfiche WebLink
(3 <br />c <br />E <br />y <br />0 <br />U) <br />0 <br />(n <br />V) <br />0 <br />E <br />n <br />c) <br />c: <br />0 <br />0 <br />z <br />a- c: <br />LLJ <br />< <br />z <br />0 <br />c- <br />c� :W <br />cl) <br />Q) 0 <br />_c <br />Ln <br />C) <br />< <br />0_ <br />y n <br />E <br />D 16 <br />U <br />V) <br />U <br />< <br />E <br />M 0 <br />f) 0- <br />N Q) <br />Z) D_ <br />N V) <br />D <br />C c <br />0 <br />_j <br />< <br />,j v) <br />U <br />< <br />]f <br />0 <br />E <br />c <br />_j <br />V) <br />N <br />D <br />D <br />)0 <br />_Y 0- <br />c) cn <br />]L <br />u) in <br />Q) <br />C <br />U <br />Q) 0 <br />0 <br />C) <br />E <br />0 <br />'L�:' L <br />x <br />X <br />9J. 94 EG <br />0, <br />94. 0 <br />94.05 EG <br />94.44 <br />GRAPHIC SCALE IN FEET <br />0 5 10 20 <br />0 - - - <br />7 <br />94.55 <br />- - - <br />- - - - - - - - <br />L95, <br />95.31 <br />95.29 <br />960 <br />46 TC�'�'�," 6 _z <br />R,, <br />gg <br />7 <br />�,Q <br />x� <br />7 <br />-7 <br />X�* <br />i <br />fl <br />1,50% <br />­,;4 <br />0"; <br />:0.98 <br />101.0 <br />'A <br />z, <br />c� <br />6­�', <br />0 <br />101.55 Ep�'1'1�z <br />-102� <br />�7 7 <br />I ., <br />r <br />11, <br />100.39 tp�7, <br />LO <br />L6 <br />10032 �P,­ <br />UU.04, 1 U��, <br />V- <br />, �V.10 <br />��­� <br />.89 TC <br />0.00-/0 <br />1 dc <br />0% <br />100 29 <br />0 TC <br />9 T <br />Y� <br />10.� -0 7 <br />Ell <br />:Jcj_L <br />__1 <br />F7 <br />11117- <br />WK 22 <br />U_ <br />97.38 <br />CL <br />97.44 <br />P,.w <br />�1.0_J,9 <br />_pvff-pWT_pWT_pvvT <br />\ <br />ACCESSIBLE <br />ACCESS DETAIL #1 <br />SCALE: 1 = 10' <br />Al <br />96.13 <br />96 7 96 <br />24.0' <br />TRAVELLANES 6.0'CONC. SIDEWALK <br />I r-.2.0'SOD <br />MILL 6 RESURFACE <br />-PROPOSED <br />GRADE <br />92 <br />EL. 91.70 <br />EXIST. GROUND <br />8" DI <br />88 88 <br />"-EL. 88.17T <br />.,e--EL. 87.02 <br />--------------------- ------------------------------------------------------- ----------------- / ---------------- ---------------------------------------------------------------- --- -- --------------------------------- <br />-------------- ------------------------------------------------------- - -------------------------------- ---------------------------------------------------------------- -------- �: ------------------------------ <br />X <br />EX. 30" RCP EX. 30" RCP <br />------------------------------------------------------------------------------------------- ......... ---- ---------------------------- ------------------------------------- ------------------------------------------------------------------ <br />84 -------- ------ 84 <br />-- ------------ ------------ I- _j- -------------------------- --------------------- -------------------------------------------------------------------------- <br />EL. 84.28 L. 8�.90 L. 84.17 <br />80 80 <br />-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 <br />17+77.60 <br />STORM CROSSING <br />SCALE: 1 " = 1 O'HOR. <br />1"=2'VERT. <br />PROPOSED <br />SPEED HUMP <br />102.80 <br />CID <br />'POINT <br />102.. 3 <br />103.00 <br />102.36 a�a�/ <br />LL <br />a_ <br />101.89 <br />8� <br />101.80 <br />1 \ \ ",-e %3- <br />101 <br />101.75 <br />101.67 <br />Jd <br />101.69' 101.61 <br />10, 1 1.66 <br />I co I U I.DV 101.49 <br />102.41 <br />`A� <br />102.54 <br />).78 102.55 <br />103.25 <br />102.72 <br />102.95 <br />. . ........ <br />103.23 <br />103.29 0 <br />N <br />'k <br />1 103.4 <br />102.89 <br />103.44 01() 500/01 <br />C5, <br />02 <br />02.89D % 1 103 <br />103.3 103.18 <br />�,Q <br />103.22 <br />-Q 03..!!�-\ 17 If <br />103.08 01 4 <br />N. 103.03 <br />()830/0 <br />102.98 <br />103.03 103.10 <br />102.28 <br />1 2.56 1b <br />2,1 <br />102.43 <br />.0 <br />102.50 102.38 <br />-24,3%, <br />� �O <br />101.85 <br />SPLASH PAD DETAIL #3 <br />SCALE: 1 " = 10' <br />LEGEND <br />PROPERTY BOUNDARY <br />PROPOSED TYPE "F" <br />CURB & GUTTER <br />LIMITS OF DISTURBANCE <br />CONCRETE SIDEWALK <br />4 <4 <br />PROPOSED SPOT ELEVATION <br />EP <br />EP - EDGE OF PAVEMENT <br />_XXXX <br />XXXX TC <br />TC - TOP OF CURB/CONCRETE <br />ME - MATCH EXISTING <br />PROPOSED STORM STRUCTURE <br />PROPOSED STORM PIPE <br />-PWT-PWT- <br />PROPOSED WATERMAIN <br />POE- POE -POE- <br />PROPOSED OVERHEAD ELECTRIC <br />P SS - P SS <br />PROPOSED SANITARY SEWER <br />x Wm <br />BURIED WATER LINE <br />_X BE-X BE- <br />BURIED ELECTRIC LINE <br />_X BT-X BT- <br />BURIED TELEPHONE LINE <br />X 6F0 - X BFO - <br />BURIED FIBER OPTIC <br />X OE-X OE- <br />OVERHEAD UTILITY LINE <br />- - - - - - - - <br />EXISTING STORM LINE <br />_x SS_x ss- <br />SANITARY SEWER FORCE MAIN <br />101.44 \7 <br />9 <br />10" 101.53 <br />"�Z- 101.48 <br />10, <br />, �> <br />'7 <br />1.47% 11-52% <br />101.27 \7 <br />101.20 <br />20 101.26 101.36 <br />101.4 1014 1 101.25 <br />5 'rjo > <br />010 <br />101.08 <br />10 .52 tl_�% 101.44 <br />101.34 <br />C101.26 <br />7/ <br />101.17 <br />100.97 <br />N <br />2.05 101.33 <br />CALL 2 WORKING DAYS <br />BEFORE YOU DIG qp <br />IT'S THE LAW! Know what's below. <br />DIAL 811 Call before you dig. <br />SUNSHINE STATE ONE CALL OF FLORIDA, INC. <br />04 Li <br />< <br />V_ <br />(n <br />I'_ <br />z <br />0 <br />0 <br />cf) <br />z <br />z 0 <br />0 <br />LJ <br />F- <br />V) <br />z <br />0 <br />0 <br />&10 <br />0 <br />0 <br />0 <br />Lm 11) 1" <br />LO <br />_j ro <br />bi <br />d <br />< z <br />C) <br />V) 0 <br />0 0 <br />C/) Q� (0 U) <br />< < r- �5 <br />C/) I ,j <br />0) <br />r- cye <br />< (5 r) <br />Z <br />11� 0) 0 <br />05 U <br />Z cr <br />F-: 0 0 <br />L LLJ = = <br />LLI a - <br />[if <br />LLJ <br />< <br />0 <br />LU <br />< <br />LU <br />V) <br />Z <br />LLJ <br />L) <br />(_0 <br />Fy <br />0 <br />_j <br />a_ <br />3�: <br />0 <br />:2 <br />ry <br />0 <br />U) <br />)- <br />00 0 <br />F- N <br />< <br />) <br />m <br />in > <br />< <br />00 <br />< <br />0 <br />LLJ <br />LJ <br />Z <br />Z <br />LLJ <br />_j <br />< <br />2 <br />V) <br />3�: <br />< <br />LLI <br />0 <br />U) <br />LJ <br />c) <br />Of <br />0 <br />= <br />L) <br />VA, <br />W <br />0 <br />0 <br />z <br />cr_ <br />0 <br />LL_ <br />ry <br />n <br />0 <br />LL <br />0 <br />W <br />W <br />N <br />C) <br />U_ <br />0 <br />W <br />L_ ry <br />LLJ <br />N <br />SHEET NUMBER <br />C-63 <br />