Laserfiche WebLink
c a, <br />o <br />N c <br />o <br />� n <br />O c <br />U 1Q <br />rn d <br />U o <br />E <br />v <br />a6 <br />0 <br />Lo <br />w w <br />o m <br />N <br />a <br />v d <br />o <br />V <br />U � <br />d <br />U <br />Q � <br />J 10 <br />a. d <br />CONTROL STRUCTURE TABLE <br />STIR. TYPE <br />SKIMMER <br />TOP OF <br />TOP OF <br />BOTTOM OF <br />SUMP <br />INVERT <br />BOTTOM OF <br />STIR. <br />(PER FDoT <br />OFFSET <br />SKIMMER <br />STRUCTURE <br />SKIMMER <br />ELEVATION <br />ELEVATION <br />STRUCTURE <br />NAME <br />INDEX <br />425-052) <br />(A) <br />(B) <br />(C) <br />(0) <br />(E) <br />(F) <br />(G) <br />CS-1 <br />TYPE H <br />(6'-7" X 3') <br />2'-0" <br />86.00' <br />84.60' <br />83.00' <br />N/A <br />69.90 <br />75.00 <br />TYPE E <br />CS-2 <br />(4'-6" X 3') <br />2'-0" <br />86.00' <br />85.00' <br />84.00' <br />82.00' <br />82.50' <br />82.00' <br />SKIMMER <br />(SKIMMER TO GO ALL <br />j AROUND STRUCTURE) <br />PLAN VIEW <br />SKIMMER SKIMMER <br />TOP OF SKIMMER ELEV. (B) <br />F_ _T - - - _ 7 TOP OF STRUCTURE ELEV (C) r- -F - - - - - - 7 <br />I I I I I I I I <br />I I I I I I I I <br />I I I I BOTTOM OF SKIMMER ELEV. (D) <br />I I SUMP 5' OUT FROM I I <br />STRUCTURE ON 3 SIDES. <br />SUMP ELEVATION = (E) I Al I <br />IFALL RIPE I I 1 I V�j I C I 11=1 I �I I I I 11 jj <br />I I INV. ELEV. (F) <br />BOT. ELEV. (G) Grtoitr - - <br />SIDE VIEW FRONTVIEW <br />CONTROL STRUCTURE DETAIL <br />(N.T.S.) <br />I� <br />3/8" THICK <br />BENT ALUM. PLATE W/ 7/16" <br />DRILLED HOLES. <br />N <br />T <br />M <br />NOTE <br />1. FASTEN SKIMMER BLADE TO MOUNTING STRAP W/3/8" <br />GALV. BOLTS & FASTNERS. <br />2. FASTEN MOUNTING BRACKETS TO STRUCTURE W/3/8"x4" <br />EXPAN. ANCHOR BOLT & FASTNERS. <br />SKIMMER MOUNTING BRACKET <br />REAR PROPERTY LINE <br />S� SV <br />SIDE PROPERTY LINE <br />i <br />Slp 1rF - y <br />pE j <br />SIDE PROPERTY UNE - �• ��'� � 5����- <br />1.OTFINISHED FLOOR ELEVATION SHALL BE A = <br />MINIMUM OF 1' ABOVE CROWN OF ROAD. <br />2. IF A FENCE IS PLACED ON THE <br />PROPERTY LINE, THEN THE SIDE SWALE <br />MALL BE ENTIRELY ON THE OWNER'S <br />PROPERTY. <br />LOT GRADING TYPE'A' <br />LOT DRAINAGE TO STREET <br />N.T.S. <br />x� 10 O\\ <br />\ \ \FF=99.50 4 <br />RETAINING WALL <br />l (DESIGN BY OTHERS) n / \ \ \ <br />TOP OF WALL ELEVATIONS AS NOTED / O \ / <br />N <br />/ FF=98.9 <br />cli <br />0o p 0 \ N <br />0 FF=98.o <br />N <br />cn <br />P-21 <br />7 <br />/ \\ F=97.00 6` o <br />RETAINING WALL <br />T'A 0 \ (DESIGN- BY OTHERS) CA <br />D-22 b 0 y. ELEVATIONS PER PLAN <br />FF=95.9 0 <br />/ \ \ 0- <br />P-22 / <br />5Am \ <br />D-23 <br />\\F=94.2 <br />o / N, \ \ <br />N <br />o < 4 LJ <br />o \ <br />\ \ \ FF=93.71 <br />/ \ \- <br />1 <br />P' \ \FF--92.76 <br />/ 1 <br />\FF=92.09 <br />/ FF=91.6�\ \\ / <br />1 O <br />i \ <br />REAR PROPERTY LINE <br />OQ� <br />�r S� SIDE PROPERTY LINE <br />PRO � OF <br />SiJQ <br />ti �S <br />0 <br />E ~ <br />SIDE PROPERTY LINE S 0 Sakti <br />NOTES: <br />1. FINISHED FLOOR ELEVATION SHALL BE A \ <br />MINIMUM OF 1' ABOVE CROWN OF ROAD. l <br />2. IF A FENCE IS PLACED ON THE <br />PROPERTY LINE, THEN THE SIDE SWALE <br />SHALL BE ENTIRELY ON THE OWNER'S <br />PROPERTY. <br />LOT GRADING TYPE'B' <br />LOT DRAINAGE BOTH TO STREET <br />AND TO REAR LOT UNE <br />N.T.S. <br />LEGEND: <br />PROPOSED STORM PIPE <br />EXISTING STORM PIPE <br />INDICATES DIRECTION OF SURFACE <br />WATER FLOW <br />RIP -RAP <br />OLOT GRADING TYPE <br />W U <br />Z N N <br />P." w ~ Q�W N <br />W W ~G $IJMUO <br />'o = 00 zo 1< <br />K�j�WN <br />0 50 100 Wz <br />W waL,WF5o <br />L3A <br />CD N . to � <br />SCALE (IN FEET)aMnz oo <br />a <br />o <br />W�AUQ <br />Z n 1 U <br />0OM F <br />U of <br />CD 0)GO <br />p OWW.i U <br />®M I -- <br />STRUCTURE TABLE <br />STRUCTURE <br />NAME STRUCTURE DETAILS <br />P-5 INLET PER FDOT INDEX 425-021 <br />8+31.52 (11.51 R) <br />D-22 <br />RIM ELEV= 91.64 <br />INV ELEV= 88.20 (15" RCP) <br />INV ELEV= 88.20 (18" RCP) <br />P-5 INLET PER FDOT INDEX 425-021 <br />8+31.03 (11.25 L) <br />D-23 <br />RIM ELEV= 91.59 <br />INV ELEV= 88.31 (15" RCP) <br />P-6 INLET PER FDOT INDEX 425-021 <br />D-24 <br />RIM ELEV= 88.72 <br />INV ELEV= 84.23 (18- RCP) <br />M.E.S. PER FDOT INDEX 430-021 <br />D-25 <br />INV ELEV = 84.00 (18" RCP) <br />M.E.S. PER FDOT INDEX 430-021 <br />D-26 <br />INV ELEV = 81.00 (18" RCP) (2' SUMP) <br />PIPE TABLE <br />NAME SIZE LENGTH SLOPE MATERIAL <br />P-21 <br />18" <br />308 LF <br />0.50% <br />RCP <br />P-22 <br />15" <br />23 LF <br />0.50% <br />RCP <br />P-23 <br />18' <br />46 LF <br />0.50% <br />RCP <br />P-24 <br />18" <br />88 LF <br />0.50% <br />RCP <br />BENCHMARK <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 />THE PARCEL SHOWN FOR DEVELOPMENT IS LOCATED WITHIN THE <br />FOLLOWING FLOOD ZONE(S) AS DETAILED BY FEMA FIRM (FLOOD <br />INSURANCE RATE MAP) INFORMATION DESCRIBED BELOW: <br />FLOOD <br />MAP EFFECTIVE <br />ZONE <br />COMMUNITY <br />NUMBER <br />I PANEL <br />SUFFIX <br />DATE <br />MAP NUMBER <br />X & AE <br />ZEPHYRHILLS' <br />120235 <br />0452 <br />F <br />SEP 26, 2014 <br />12101C0452F <br />cITY of <br />r� w <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />IT'S THE LAW. Know. what's below. <br />DIAL 811 Call before you dig. <br />SUNSHINE STATE ONE CALL OF FLORIDA. INC. -i <br />J <br />J <br />z <br />W <br />W <br />J <br />w <br />z Q <br />w m <br />U <br />Q <br />Z <br />o LLJ <br />O Q J <br />O " <br />vi Q <br />QUj <br />x (� <br />� N Q <br />Qo C7 <br />� Z <br />z C] <br />w Y 2 <br />< Q w ar) <br />H O > Q <br />W W co Z z <br />Z <br />L <br />ilI-g = <br />w U <br />m } <br />m <br />m W <br />o w <br />w z z <br />O <br />Q Z U) V Q x W V <br />U to W J W CC 2 J <br />(n Q❑ U ❑ 0 U U <br />0 0 <br />w o v <br />❑ o <br />U) <br />H <br />z <br />w <br />O <br />U <br />z <br />z <br />w <br />U <br />3 <br />U <br />za <br />n_ <br />z <br />O <br />W <br />cwn <br />o <br />Z <br />d <br />a0 <br />® N <br />Lq <br />!/ > <br />d <br />e0;03 � <br />U-) <br />-Ucw� <br />0 4.�= <br />w ' _ <br />• Q <br />wzz <br />zw <br />w• �j o <br />4 <br />I�-AA J O <br />�LL <br />OU <br />k Z <br />�, •� <br />vJ� •'j <br />Q <br />s <br />• 4S, <br />' <br />.. ® <br />J IY <br />�'rl,��► <br />4KPIF-01 <br />LL <br />U <br />�►a�1to <br />DATE <br />07/02/2018 <br />PROJECT NO. <br />1802001 <br />SHEETNUMBER <br />C11 <br />