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J <br />6 <br />EXISTING OUTFALL J <br />STRUCTURES TO REMAIN <br />of 61 <br />: <br />FX <br />t>4 � <br />1 <br />I <br />:._..1 <br />1� �Q <br />EXISTING CATCH BASIN <br />(TO REMAIN) -�- <br />BEGIN r <br />CONST. <br />STA. <br />97.L'7n <br />�I <br />x <br />r- <br />t ' <br />b0 x <br />..�..._.._.. I <br />� Ix <br />nn►Irn•PTnn rn n, rALI rVIMI\IP <br />SOUTH SHORE ESTATES <br />(P.B. 52 PG. 69 D.C.R.) <br />i <br />M <br />mn- <br />A <br />._- ---- . _.__ -------- <br />-____- <br />.+a <br />1 � � <br />10.0 <br />CONFLICT POINT <br />PROPOSED CATCH BASIN <br />H <br />PROP. WATER VALVE <br />[�] <br />EXISTING CATCH BASIN <br />L"^:y <br />EXISTING WATER VALVE <br />(N) <br />EXISTING POLE ANCHOR <br />(S) <br />PROPOSED FIRE HYDRANT <br />-.0-cP <br />EXISTING CONC. POLE <br />STRUCTURE TYPE <br />NO. <br />3.00 <br />STRUCTURE <br />.61 <br />EXISTING FIRE HYDRANT <br />0 EHN <br />EXISTING ELEC. BOX /ELEC. RANDHOLE <br />. <br />PROPOSED MANHOLE <br />*LF+ <br />EXISTING LIGHT POLE <br />0 <br />PROPOSED YARD DRAIN <br />.0. wpP <br />EXISTING WOOD POWER POLE <br />CB -1 <br />EXISTING MANHOLE <br />®o.o. <br />PROPOSED CLEAN OUT <br />T.O.B. <br />TOP OF BANK <br />3.85 <br />CB -1 <br />E.O.W. <br />LOW PT STA: 29+69.30 <br />+. - =; . -:�; . <br />PROPOSED 4' CONCRETE SIDWALK <br />HIGH PT STA: 31+13.76 <br />META. LIGHT POLE <br />YD9 -YD7 <br />LOW PT STA: <br />2 +96.79 <br />WOOD POWER POLE <br />8.0 <br />CCP <br />CONCRETE GUIDE POLE <br />® <br />ROADWAY WIDENIG <br />0.00 <br />LOW PT ELEV. 4.31 <br />_ _ ___ __ ___ <br />_ <br />___ _ _ _., - -__ __ -_ -- <br />HIGH PT ELEV: 4.70 <br />__ _. -- <br />LOW PT EL <br />: <br />�_ <br />-= - - -- _ <br />y <br />+ <br />� <br />18.0 <br />BOTTOM 'J' 6' DIA. <br />PM ELEV: 4.29 <br />3,85 <br />DRAINAGE <br />PVI ELEV: 4.80 <br />-- - <br />_ <br />PVI ELEV: <br />7.06 _ _ <br />COO <br />_ _ -__ - -__ - ___ <br />' 0 <br />N <br />+ <br />WELL <br />K: 60.00 <br />K: 124.42 <br />K; 40 <br />USF 5130 -8519 <br />7.0 -`- -"� `" <br />- <br />CB -3 <br />Lvc: 30.80 <br />6.0 <br />Lvc: 100.00 <br />_ <br />3.65 <br />36,58 <br />LVC: 36 <br />8 <br />0.60 <br />-5.25 <br />n <br />0^0 <br />O <br />sF <br />N <br />O <br />'at <br />PRB (S) <br />O --t <br />32 +97 <br />18.0 <br />-- <br />3.85 <br />CB -2 <br />-1.50 <br />_.. <br />-1.50 <br />_. -.�._- <br />--- -.._..._- __._ <br />21.5 <br />TYPE "Co DITCH BOTTOM <br />232 <br />N <br />+ <br />-0.40 <br />-0.40 <br />INLET AND STEEL GRATE <br />�- <br />� <br />� <br />A CONST BL <br />5.0 <br />PROPOSED GRADEF <br />- <br />PROPOSED <br />- <br />-- -- <br />- - <br />- <br />- - - �--- - <br />-0.16% <br />- <br />0.35% <br />-0.45X <br />0.46% <br />.0 <br />4.0- <br />- <br />---� <br />_ _ <br />- _ �____ - <br />- _- __ --- - -- <br />___-- <br />EXISTING aR�E <br />�� <br />� - _ �- _ <br />_ �'-_- <br />r-7 <br />A'ry <br />�� _ <br />- __.__- -- <br />� <br />`EXISTING <br />- <br />�ELE v <br />2� <br />GRADE <br />__ <br />_ _ _ ___ <br />_. _______ _._-- . - -__._ <br />0 <br />.0 <br />2.0 ___ <br />p <br />Ell►, co <br />2.0 <br />1.0 <br />E1-, 0.6 <br />0 <br />0.0 <br />- <br />- <br />- -- - - -_- <br />+W <br />.o <br />1.0 <br />- 2.0 <br />-5.0 <br />-5.0 <br />to to <br />co � <br />M �; <br />rr�� <br />N M <br />M M <br />000 � <br />e0 <br />N � <br />� e'ne <br />p <br />N <br />t\ <br />M <br />M <br />rrj <br />r7 r <br />rn <br />28 +00 <br />CONFLICT TABLE <br />No: DESCRIPTION <br />EXIST. TEL. (INV. EL. +2.30 ±) <br />OA PROP. BY OTHERS 16" DIP SAN. SWR. (INV, EL. - 0.86 ±) <br />SEPARATION = 1.00 FT. MIN. <br />PROP. 24" RCP (INK EL. -3.90) <br />EXIST. GAS (INV. EL. +2.56 ±) <br />EXIST. FP&L (INV. EL. +0.50±) <br />PROP. BY OTHERS 16" DIP SAN. SWR. (INV.. EL. - 2.20 ±) <br />SEPARATION = 1.00 FT. MIN. <br />PROP. 18" RCP (INV. EL. -4.70) <br />JM- 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 -DADE WATER <br />AND SEWER DEPARTMENT. <br />29 +00 <br />LEGEND: <br />30 +00 <br />STORM DRAINAGE STRUCTURE TABULATION <br />31 +00 32 +00 <br />FROM <br />CONFLICT POINT <br />PROPOSED CATCH BASIN <br />H <br />PROP. WATER VALVE <br />[�] <br />EXISTING CATCH BASIN <br />L"^:y <br />EXISTING WATER VALVE <br />(N) <br />EXISTING POLE ANCHOR <br />(S) <br />PROPOSED FIRE HYDRANT <br />-.0-cP <br />EXISTING CONC. POLE <br />STRUCTURE TYPE <br />NO. <br />3.00 <br />STRUCTURE <br />.61 <br />EXISTING FIRE HYDRANT <br />0 EHN <br />EXISTING ELEC. BOX /ELEC. RANDHOLE <br />. <br />PROPOSED MANHOLE <br />*LF+ <br />EXISTING LIGHT POLE <br />0 <br />PROPOSED YARD DRAIN <br />.0. wpP <br />EXISTING WOOD POWER POLE <br />CB -1 <br />EXISTING MANHOLE <br />®o.o. <br />PROPOSED CLEAN OUT <br />T.O.B. <br />TOP OF BANK <br />3.85 <br />CB -1 <br />E.O.W. <br />EDGE OF WATER <br />+. - =; . -:�; . <br />PROPOSED 4' CONCRETE SIDWALK <br />MLP <br />META. LIGHT POLE <br />YD9 -YD7 <br />PROPOSED 6" CONCRETE DRIVEWAY <br />Nl°P <br />WOOD POWER POLE <br />CCP <br />CONCRETE GUIDE POLE <br />® <br />ROADWAY WIDENIG <br />0.00 <br />PROP. ELEVATION, FEET NGVD <br />ASPHALT PAVEMENT RECONSTRUCTION <br />USF 5130 -6619 <br />EXISTING <br />BRICK PAVER <br />30 +00 <br />STORM DRAINAGE STRUCTURE TABULATION <br />31 +00 32 +00 <br />FROM <br />STATION N0. <br />OFFSET <br />FRAME, GRATE AND <br />FOOT INDEX <br />RIM ELEVATKIN <br />TO <br />INV. EL. <br />LEFT, <br />RIGHT <br />(N) <br />(E) <br />(S) <br />(W) <br />STRUCTURE <br />21.5 <br />STRUCTURE TYPE <br />NO. <br />3.00 <br />STRUCTURE <br />68 <br />-0.40 <br />CB3 -CB4 <br />18 <br />USF 5130 -6619 <br />32+55 <br />C84 -C82 <br />24.2 <br />15" YARD DRAIN BY ADS <br />RCP <br />4.45 <br />YD -7 <br />CB -1 <br />29+75 <br />YD5 -YDG <br />6.0 <br />BOTTOM "J' 5' OK <br />200 <br />3.85 <br />CB -1 <br />-3.90 <br />232 <br />-3.90 <br />CB-3 <br />0.40 <br />0.40 <br />YD9 -YD7 <br />0.40 <br />I% (S) <br />HOPE <br />USF 5130 -6619 <br />EXISTING <br />CB -2 <br />29 +75 <br />18.0 <br />BOTTOM 'J' 6' DIA. <br />200 <br />3,85 <br />DRAINAGE <br />-1.50 <br />-3,90 <br />-1.50 <br />PRB (W) <br />WELL <br />USF 5130 -8519 <br />CB -3 <br />32 +97 <br />6.0 <br />BOTTOM "J" 5' DUI. <br />200 <br />3.65 <br />CB -4 <br />-5.25 <br />0.60 <br />-5.25 <br />PRB (S) <br />C8-4 <br />32 +97 <br />18.0 <br />USF 5130-6619 BOTTOM .J" 5, <br />200 <br />3.85 <br />CB -2 <br />-1.50 <br />-525 <br />-1.50 <br />YD -1 <br />304-W <br />21.5 <br />TYPE "Co DITCH BOTTOM <br />232 <br />3.00 <br />CB -1 <br />-0.40 <br />-0.40 <br />INLET AND STEEL GRATE <br />DESIGNED RSN <br />DATE 02/2007 <br />NOTE: <br />MINIMUM SUMP 2.0' (TYP) <br />CHECKED JM <br />DATE 02/2( <br />6 dswo. Iwo <br />Saw;yna pbmm <br />r 1800 Eller Drive, Suite 800 <br />Fort Lauderdale, Florida 33318 <br />W Phone: 954.921.7781 Fax 954.921,8807 <br />Certificate of Authorization 514 <br />STORM DRAINAGE STRUCTURE TABULATION <br />33 +00 <br />YD -3 <br />30+64 <br />PIPE Na <br />25.7 <br />15" YARD DRAIN BY ADS <br />MATERIAL <br />3.00 <br />YD-1 <br />DRAWN EH <br />RCP <br />CO2 -E -ST <br />-0.40 <br />YD -5 <br />32 +00 <br />YD1 -CBI <br />21.5 <br />15" YARD DRAIN BY ADS <br />DATE 02/2007 <br />CHECKED JM <br />DATE 02/2( <br />6 dswo. Iwo <br />Saw;yna pbmm <br />r 1800 Eller Drive, Suite 800 <br />Fort Lauderdale, Florida 33318 <br />W Phone: 954.921.7781 Fax 954.921,8807 <br />Certificate of Authorization 514 <br />STORM DRAINAGE STRUCTURE TABULATION <br />33 +00 <br />YD -3 <br />30+64 <br />PIPE Na <br />25.7 <br />15" YARD DRAIN BY ADS <br />MATERIAL <br />3.00 <br />YD-1 <br />37 <br />RCP <br />CO2 -E -ST <br />-0.40 <br />YD -5 <br />32 +00 <br />YD1 -CBI <br />21.5 <br />15" YARD DRAIN BY ADS <br />RCP <br />3.00 <br />YD-6 <br />68 <br />-0.40 <br />CB3 -CB4 <br />18 <br />YD -6 <br />32+55 <br />C84 -C82 <br />24.2 <br />15" YARD DRAIN BY ADS <br />RCP <br />4.45 <br />YD -7 <br />350 <br />1.45 <br />YD5 -YDG <br />1.45 <br />YD -7 <br />32+97 <br />YD6 -YD7 <br />17.4 <br />TYPE 'C" DITCH BOTTOM <br />INLET AND STEEL. GRATE <br />232 <br />3.40 <br />CB-3 <br />0.40 <br />0.40 <br />YD9 -YD7 <br />0.40 <br />CITY OF SUNNY ISLES BEACH, FL <br />NE 172nd STREET <br />ROADWAY IMPROVEMENTS <br />PAVING, GRADING, <br />AND <br />DRAINAGE PLAN <br />STORM. PIPE TABULATION <br />PPE <br />PIPE Na <br />SIZE (N) <br />LENGTH (FT) <br />MATERIAL <br />C82 -CSI <br />24 <br />37 <br />RCP <br />CO2 -E -ST <br />24 <br />38 <br />RCP <br />YD1 -CBI <br />24 <br />29 <br />RCP <br />YD3 -YDI <br />15 <br />68 <br />HDPE <br />CB3 -CB4 <br />18 <br />24 <br />RCP <br />C84 -C82 <br />24 <br />325 <br />RCP <br />CB5-CB4 <br />18 <br />350 <br />RCP <br />YD5 -YDG <br />15 <br />55 <br />HOPE <br />YD6 -YD7 <br />15 <br />43 <br />HOPE <br />YD7 -CB3 <br />18 <br />11 <br />RCP <br />YD9 -YD7 <br />15 <br />110 <br />HOPE <br />34d <br />GRAPHIC SCALE <br />0 10 20 40 <br />( IN FEET ) <br />1" = 20' <br />CALL 48 HOURS BEFORE YOU DIG IN FLORIDA <br />R'S THE LAWI,oi <br />1- 800 -432 -4770 <br />SUNSHINE STATE ONE CALL OF FLORIDA, INC. <br />17-1 SHEET <br />FLORIDA REGISTRATION No. 47810 " =20' <br />PROJECT No <br />03 -41.97 j 0200 <br />CAD -FILE <br />3- 4197- C200- C205- STRM -PL MI OF 23 <br />