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LEGEND: <br />CONFLICT TABLE <br />No. DESCRIPTION <br />EXIST. GAS (INV. EL. +3.521) <br />EXIST. GAS (INV. EL. +3.091) <br />EXIST. ELEC. (INV. EL. +2.171) <br />OEXIST. GAS (INV.. EL. +1.42#) <br />EXIST. 24" WATER MAIN (INV. EL. +0.43 ±) <br />PROP. BY OTHERS 16" DIP SAN. SWR. (INV. EL. - 3.541) <br />SEPARATION = 1.00 FT. MIN. <br />PROP. 15" RCP (W. EL -6,00) <br />IM- EXISTING FP&L, TELEPHONE AND OTHER EXISTING <br />UTILITIY ELEVATIONS ARE APPROXIMATE. SANITARY <br />SEWER ELEVATIONS ARE BASED FROM PLAN <br />INFORMATION PROVIDED BY MIAMI -BADE WATER <br />AND SEWER DEPARTMENT. <br />00 <br />�V <br />H� <br />Cc W <br />W = <br />.3 cc <br />W. <br />H CO <br />I <br />I <br />I <br />0o I <br />�m <br />3+00 43 18 <br />N. <br />D <br />i <br />�I <br />I <br />101.0 10.0 <br />CONFLICT POINT <br />HIGH PT STA: 41+41.14 0 <br />PROPOSED CATCH BASIN <br />►� <br />PROP. WATER VALVE <br />TO <br />EXISTING CATCH BASIN <br />RCP <br />EXISTING WATER VALVE <br />c <br />EXISTING POLE ANCHOR <br />-- _ - -____ _ _ <br />PROPOSED FIRE HYDRANT <br />i;> CID <br />EXISTING CONC. POLE <br />_1> <br />EXISTING FIRE HYDRANT <br />271 <br />EXISTING ELEC. BOX /ELEC. HANDHOLE <br />STRUCTURE <br />EHH <br />(E) <br />0 <br />PROPOSED 'MANHOLE <br />X�, <br />EXISTING LIGHT POLE <br />• <br />PROPOSED YARD DRAIN <br />.0 -wpp <br />EXISTING WOOD POWER POLE <br />3.85 <br />EXISTING MANHOLE <br />®C c <br />PROPOSED CLEAN OUT <br />T.O.B. <br />TOP OF BANK <br />N R <br />E.O.W. <br />EDGE OF WATER <br />;. �' ; . "'; <br />PROPOSED 4" CONCRETE SIDWALK <br />A/LP <br />METAL LIGHT POLE <br />K: 43.76 <br />PROPOSED- 6" CONCRETE DRIVEWAY <br />If'r <br />WOOD POWER POLE <br />z LO <br />39+57 <br />CGP <br />CONCRETE GUIDE POLE <br />. p <br />ROADWAY WIDENIG <br />0.00 <br />PROP. ELEVATION, FEET NGVD <br />-6.00 <br />+ <br />ASPHALT PAVEMENT RECONSTRUCTION <br />+ <br />CONFLICT TABLE <br />No. DESCRIPTION <br />EXIST. GAS (INV. EL. +3.521) <br />EXIST. GAS (INV. EL. +3.091) <br />EXIST. ELEC. (INV. EL. +2.171) <br />OEXIST. GAS (INV.. EL. +1.42#) <br />EXIST. 24" WATER MAIN (INV. EL. +0.43 ±) <br />PROP. BY OTHERS 16" DIP SAN. SWR. (INV. EL. - 3.541) <br />SEPARATION = 1.00 FT. MIN. <br />PROP. 15" RCP (W. EL -6,00) <br />IM- EXISTING FP&L, TELEPHONE AND OTHER EXISTING <br />UTILITIY ELEVATIONS ARE APPROXIMATE. SANITARY <br />SEWER ELEVATIONS ARE BASED FROM PLAN <br />INFORMATION PROVIDED BY MIAMI -BADE WATER <br />AND SEWER DEPARTMENT. <br />00 <br />�V <br />H� <br />Cc W <br />W = <br />.3 cc <br />W. <br />H CO <br />I <br />I <br />I <br />0o I <br />�m <br />3+00 43 18 <br />N. <br />D <br />i <br />�I <br />I <br />101.0 10.0 <br />Z <br />HIGH PT STA: 41+41.14 0 <br />HIGH PT ELEV: 6.04 <br />-- ____. -_ __ -.. -.� _._ _ _ _ _ __ -._ __ _ ___ -_ - - -`�� - <br />9.0 JW <br />FDOT INDEX <br />RIM. ELEVATION <br />TO <br />W. a <br />RCP <br />- -�- <br />-- _ - -____ _ _ <br />-__ _ _ __ _9 .0 <br />STRUCTURE <br />LO <br />PT STA: 39 +46.57 <br />RK1HT <br />STRUCTURE TYPE <br />ELEV: 6.15 <br />STRUCTURE <br />Z <br />(E) <br />8,.p <br />LO <br />___- <br />PT ELEV: 4.35 <br />_ <br />LVC:353.45 <br />USF 5130 -6619 <br />200 <br />3.85 <br />-1.50 <br />ELEV: 4.20 <br />N R <br />rn <br />BOTTOM J 5 DIA. <br />K: 43.76 <br />$ to <br />z LO <br />39+57 <br />18.0 <br />- <br />. p <br />Lvc: 75.007, <br />CB -7 <br />-6.00 <br />+ <br />+ <br />SURVEY 6t COW BL <br />PROPOSED <br />N. <br />cc� <br />6.0 <br />+ tLt <br />#.� _ _ - -__ ___ <br />cc <br />--V 0 <br />PROPOSED GRADE 1 <br />109E <br />-0.69X <br />Z <br />W <br />. <br />5 >.0 <br />--- <br />- - - -- <br />- <br />5.0 <br />0.620 <br />,-�, <br />�---- <br />- <br />_ <br />G .._ _. <br />Dom- <br />_ <br />. <br />Ex15f - 5 <br />0 E1 <br />• � tE�• <br />a2, <br />- <br />2.0 <br />• G� <br />O�.-t�.4 <br />1 .0 <br />- _ <br />_.__ -._ ___ <br />_ _.__________.__._ ___ <br />__ -- _________.�_____ <br />__.____�_�__ ___ <br />__ __ _. <br />______ -_ <br />-- - ____________. -__- <br />--- -__� -_ 1.0 <br />s� <br />-1.0 <br />_ <br />____ __ __ <br />____ __�_ -_ -- - -- <br />-_� _ _ _ _ _ <br />_ _______ _ <br />___ _ <br />_ <br />___ __ ______ <br />___.___ _ 1.0 <br />-21.0 <br />-3.0 <br />-4.0 <br />-5►.0 <br />5.0 <br />to <br />1rf <br />r- <br /><D <br />00 N <br />Q N <br />h <br />O� 1� <br />N N <br />I7 O <br />o0 O <br />c0 1� <br />M c0 <br />O M <br />d <br />cV <br />LL') <br />LO in <br />to <br />I-00 <br />40 +00 <br />STORM DRAINAGE STRUCTURE TABULATION <br />FROM <br />STATION N0, <br />OFFSET <br />FRAME, GRATE AND <br />FDOT INDEX <br />RIM. ELEVATION <br />TO <br />W. a <br />RCP <br />STRUCTURE <br />LEFT <br />RK1HT <br />STRUCTURE TYPE <br />NO. <br />STRUCTURE <br />(N) <br />(E) <br />(S) <br />(W) <br />CB-7 <br />39+57 <br />18.0 <br />USF 5130 -6619 <br />200 <br />3.85 <br />CB -5 <br />-1.50 <br />-6.00 <br />BOTTOM J 5 DIA. <br />CB -8 <br />39+57 <br />18.0 <br />USF 5130- 6619 <br />BOTTOM "J" 5' DYL <br />200 <br />185 <br />CB -7 <br />-6.00 <br />NOTE: <br />MINIMUM SUMP 2.0' (WP) <br />DESIGNED RSN c4 *0 m <br />w w Im. <br />DATE 02/2007 <br />DRAWN EH 111:1114 E1 � S DATE 02/2007 1800 Eller Drive, Suite 800 <br />Fort Lauderdale, Florida 33318 <br />CHECKED JM Phone: 954.921.7781 Fax 954.921.8807 <br />DATE 02/2007 Certifloate of Authorisation 514 <br />41+00 <br />STORM PIPE TABULATION <br />PIPE <br />PIPE No. <br />SIZE (IN) <br />LENGTH (FT) <br />MATERIAL <br />CB8 -CB7 <br />15 <br />24 <br />RCP <br />CITY OF SUNNY ISLES BEACH, FL <br />NE 172nd STREET <br />ROADWAY IMPROVEMENTS <br />42 +00 <br />PAVING, G RADING, <br />AND <br />DRAINAGE PLAN <br />43+0043- <br />FLORIDA REGISTRATION No, 47810 <br />GRAPHIC SCALE <br />0 10 20 40 <br />( IN FEET ) <br />1" - 20' <br />SCALE <br />1 " =20'__ <br />PROJECT No <br />_ 03 -4197 <br />CAD FILE -- - - - - -- <br />3- 4197- C200- C205- STRM -P <br />C202 <br />IX <br />23 <br />