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mL <br />0 <br />E <br />0 <br />o <br />_U N <br />� a <br />0 <br />a <br />E <br />E a <br />m <br />O o <br />� o <br />r N <br />3 <br />r � <br />CD <br />r <br />N a <br />Cri 2 <br />N o <br />C <br />�3 <br />t <br />r U <br />r L <br />U 3 <br />`o <br />3 <br />• U <br />Q a <br />J � <br />N <br />Q <br />U a <br />U <br />O U <br />U a> <br />N <br />Q L <br />CL w <br />I- O <br />Q� <br />�0 <br />Y a <br />O a <br />r <br />c � <br />o <br />v 0 <br />Un <br />o <br />c = <br />o a) <br />U E <br />ca <br />U m <br />'o m <br />U <br />c <br />E z <br />o r <br />= a <br />0 <br />�N <br />W m <br />a <br />o cn <br />U r_ <br />to rn <br />a <br />c � <br />-he Q <br />O <br />o <br />r U <br />O t <br />O <br />o <br />00 3: <br />CONTROL STRUCTURE TABLE <br />STR. 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 />rr <br />(B) <br />(C) <br />(D) <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 />69.40' <br />EX <br />CS-2 <br />(4'-fi 3') <br />2'-0" <br />86.00' <br />85.00' <br />84.00' <br />82.00' <br />82.50' <br />82.00' <br />(� <br />PLAN VIEW <br />SKIMMER --\\ <br />SKIMMER <br />(SKIMMER TO GO ALL <br />AROUND STRUCTURE) <br />TOP OF SKIMMER ELEV. (B) <br />SKIMMER <br />F- T T- -1 TOP OF STRUCTURE ELEV. (C) <br />I I I I <br />I I I I <br />F- -f' T <br />I I 1 1 <br />I l I <br />I BOTTOM OF SKIMMER ELEV. (D) <br />I <br />I I I i <br />I I <br />I I <br />� I <br />I I <br />'ALL PIPE ( I <br />I I <br />J <br />SIDE VIEW <br />SUMP 5' OUT FROM <br />STRUCTURE ON 3 SIDES. <br />SUMP ELEVATION = (E) <br />INV. ELEV. (F) <br />BOT. ELEV. (G <br />I I <br />I I <br />GROUT, _, <br />FRONT VIEW <br />CONTROL STRUCTURE DETAIL <br />(N.T.S.) <br />3/8" THICK <br />BENT ALUM. PLATE W/ 7/16" <br />DRILLED HOLES. <br />04 �p <br />r <br />I 3» <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 �OQ� <br />R�PR g�PR SIDE <br />:. <br />foQ� <br />SIDE PROPERTY LINE <br />1. NOTE FINISHED 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 />SHALL BE ENTIRELY ON THE OWNER'S <br />PROPERTY. <br />LOT GRADING TYPE'A' <br />LOT DRAINAGE TO STREET <br />N T.S. <br />REAR PROPERTY LINE <br />OQ� <br />S� <br />PROPERTY LINE SIDE PROPERTY LINE <br />Q <br />� s�o�s%j s oprt <br />SIDE PROPERTY LINE Skq�FS <br />NOTES: � <br />1. FINISHED 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 />SHALL BE ENTIRELY ON THE OWNER'S <br />PROPERTY. <br />SRO <br />Fo04' <br />oQx <br />ON <br />LOT GRADING TYPE'B' <br />LOT DRAINAGE BOTH TO STREET <br />AND TO REAR LOT LINE <br />N.T.S. <br />4 <br />LEGEND: <br />PROPOSED STORM PIPE <br />3.4 EXISTING STORM PIPE <br />INDICATES DIRECTION OF SURFACE <br />WATER FLOW <br />oo o RIP -RAP <br />Arn LOT GRADING TYPE <br />0 50 100 <br />SCALE (IN FEET) <br />STRUCTURE TABLE <br />STRUCTURE NAME <br />STRUCTURE DETAILS <br />P-5 INLET PER FDOT INDEX 425-021 <br />8+31.45 (11.25 R) <br />D-22 <br />EOP ELEV= 91.54 <br />INV ELEV= 88.20 (P-22) <br />INV ELEV= 88.20 (P-21) <br />P-5 INLET PER FDOT INDEX 425-021 <br />8+31.03 (11.25 L) <br />D-23 <br />EOP ELEV= 91.55 <br />INV ELEV= 88.31 (P-22) <br />P-6 INLET PER FDOT INDEX 425-021 <br />D-24 <br />EOP ELEV= 88.68 <br />INV ELEV= 84.23 (P-23) <br />M.E.S. PER FDOT INDEX 430-021 <br />D-25 <br />INV ELEV= 84.00 (P-23) <br />M.E.S. PER FDOT INDEX 430-021 <br />D-26 <br />INV ELEV= 81.00 (P-24) (2' SUMP) <br />PIPE TABLE <br />NAME SIZE LENGTH SLOPE MATERIAL <br />0.50% RCP <br />0.50% RCP <br />0.50% RCP <br />0.50% 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 />PANEL <br />SUFFIX <br />DATE <br />MAP NUMBER <br />X & AE <br />ZEPHYRHILLS, <br />120235 <br />0452 <br />F <br />SEP 26, 2014 <br />12101CO452F <br />CITY OF <br />47 <br />A � KEY MAP <br />r <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />IT'S THE LAW! <br />DIAL 811 <br />Know what's below. <br />Cell before you dig. <br />SUNSHINE STATE ONE CALL OF FLORIDA, INC. <br />L <br />� v <br />z*C-4 <br />COD O <br />fay w •.�fy00 00 <br />n�N. <br />w � � U) 0 z <br />;:O-pl �rr TT��q 0Z 0c) <br />fr.y �.D COO &RXWN <br />WCLLizo <br />VWAZN•W� <br />UjLL <br />>MZfLL <br />oaon000 <br />w a <br />z Or10 U <br />L) <br />00M U <br />p 0 "WJ <br />N M F <br />0 <br />U <br />z <br />LLI <br />I_ <br />Q <br />F_ <br />U) <br />W <br />J <br />Q <br />W <br />W <br />H Q <br />w m <br />d U <br />Eli <br />fs <br />Q_ <br />o <br />W <br />o <br />QJ <br />Oui <br />UJ <br />LL <br />J <br />= <br />C:) <br />Q <br />� <br />W <br />N <br />Z�1 <br />I— <br />Q <br />� <br />0 <br />Z_ <br />W <br />O <br />W W <br />O <br />(L (" _ <br />o <br />as <br />J <br />o <br />Z <br />W <br />W <br />Q <br />z <br />W <br />U) <br />c� <br />z <br />Q <br />�- <br />m r <br />m m <br />❑ m W <br />W W <br />z z <br />O 3 U <br />U cA W� M _ <br />tn< ❑ U ❑ CD UU <br />RK <br />I- <br />z <br />W <br />J <br />U <br />m W <br />z <br />O ❑ <br />U) W <br />W W <br />of W <br />6 I r <br />z <br />'lr <br />0 0 <br />Nr 00 <br />N <br />0 <br />z <br />cW <br />G <br />O <br />U <br />❑ <br />z <br />�w <br />J <br />U) U <br />Wly <br />W W <br />a a <br />0 o <br />L U) <br />w w <br />W W_ <br />ltadll <br />®�`��ii <br />0 IeI <br />oo <br />�c cy , CV <br />LLi <br />Q_ M <br />�® <br />OLO <br />Lp <br />co <br />W�®o�eil'° <br />�0:C <br />• Ln <br />0 ®e.�® <br />w Q <br />WZ <br />z W <br />Uj `n <br /><C ®:®® <br />0< <br />U <br />) <br />U <br />i <br />c�i • <br />c� <br />_•° <br />-f <br />®�i®ll®� <br />' ®Q®®t® <br />q� u <br />fl <br />ii <br />DATE <br />07/02/2018 <br />PROJECT NO. <br />1802001 <br />SHEET NUMBER <br />C11 <br />