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w <br />F `-�- <br />I <br />CB E12=3.85 <br />S 36 +41 18L <br />� I I <br />MPORARY CONSTRUCTION EASEMENT rCBN RIM EL4 3.85 <br />36+45:16R <br />I I I I <br />FUTURE <br />E <br />EXISTING FIRE STATION <br />10.0 <br />10.0 <br />OATS <br />PROPOSED CATCH BASIN <br />►/ <br />PROP. WATER VALVE <br />ED <br />EXISTING CATCH BASIN <br />CHECKED <br />EXISTING WATER VALVE <br />r <br />EXISTING POLE ANCHOR <br />4 <br />PROPOSED FIRE HYDRANT <br />-l}c <br />EXISTING CONIC. POLE <br />4 <br />EXISTING FIRE HYDRANT <br />0 E'HH <br />EXISTING ELEC. BOX /ELEC. HANDHOLE <br />0 <br />PROPOSED MANHOLE <br />;� <br />EXISTING LIGHT POLE <br />0 <br />PROPOSED YARD DRAIN <br />• <3-wpp <br />EXISTING WOOD POWER POLE <br />CO) <br />EXISTING MANHOLE <br />0 C.O. <br />PROPOSED CLEAN OUT <br />T.O.B. <br />TOP OF BANK <br />" <br />E.O.W. <br />EDGE OF WATER <br />•. -; .. t ► <br />PROPOSED 4 CONCRETE SIDWALK <br />A/LP <br />METAL LIGHT POLE <br />HIGH PT STA. 34 +70.14 <br />iJPP <br />WOOD POWER POLE <br />LOW PT STA: 36 <br />LOW PT ELEV: <br />47.56 <br />OS <br />a0a <br />CONCRETE GUIDE POLE <br />HI <br />H PT STA 38 +53.78 <br />HIGH PT ELEV: 4.74 <br />LOW <br />PT STA. 39 +46.57 <br />PT ELEV: 4.35 <br />_ <br />0.00 <br />PROP. ELEVATION, FEET NGVD <br />HIGH PT ELEV: 4.74 <br />ASPHALT PAVEMENT RECONSTRUCTION <br />YD -9 <br />_ __4__ LL <br />__ _ �__ _ - <br />_ <br />-- - <br />- -� <br />- -__ ______ <br />4 <br />A^ 8.0 <br />8.0-------- <br />- J <br />_ <br />YD -11 <br />35 +07 <br />�� <br />12" YARD DRAIN BY ADS <br />3.00 <br />YD -9 <br />ELEV: <br />PVI ELEV: 4.80 <br />PVI E". 4 <br />K: 60.30 <br />PVI ELEV: 4.80 <br />K: 50.47 <br />4.20 <br />K: 43.76 <br />K: 54.37 <br />LVC: 50.00 <br />LVC: 50. <br />__4____._ <br />-� __ - ____ _ _� <br />_ ___ <br />LVC: 50.00 <br />LVC: 75.00 <br />7.0 <br />_ <br />$ <br />^ <br />co <br />1ff <br />`�F <br />1A <br />�' <br />N <br />_ -- <br />- -- _ <br />_ _ <br />_- <br />-^ <br />__ <br />___ _______._ - -_ <br />- <br />_ <br />N <br />> <br />_ <br />EXISTING <br />GRADE <br />N <br />m <br />- <br />- - -- <br />- <br />5.0 <br />- <br />�- - - <br />.-0.46% <br />�- <br />----- <br />- - - <br />- <br />0.62X <br />SURVEY do COW BL <br />-- <br />3.0 <br />3.0 <br />��� <br />S. <br />°� <br />°1's�,45 <br />- <br />- <br />0.0 <br />0.0 <br />a� <br />- - -4.0 <br />-5.0 <br />-5.0 <br />_ <br />O� <br />N <br />_ <br />M <br />^ <br />4 <br />O <br />M <br />�A <br />O to <br />4 <br />-q- <br />M <br />t <br />4 44 <br />4 <br />NO] <br />CONFLICT TABLE <br />No. DESCRIPTION <br />EXIST. TEL. (INV. EL. +2.42 ±) <br />EXIST. FP&L (INV. EL. - 0.54 ±) <br />© PROP. BY OTHERS 16" DIP SAW. SWR. (INV. EL 2.941) <br />SEPARATION = 1.00 FT. MIN. <br />PROP. 15" RCP (W. EL - 5.45). <br />Ii 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 -DADS WATER <br />AND SEWER DEPARTMENT. <br />NO - DATE <br />35 +00 <br />LEGEND: <br />36 +00 <br />DESIGNED <br />CONFLICT POINT <br />OATS <br />PROPOSED CATCH BASIN <br />►/ <br />PROP. WATER VALVE <br />ED <br />EXISTING CATCH BASIN <br />CHECKED <br />EXISTING WATER VALVE <br />r <br />EXISTING POLE ANCHOR <br />4 <br />PROPOSED FIRE HYDRANT <br />-l}c <br />EXISTING CONIC. POLE <br />4 <br />EXISTING FIRE HYDRANT <br />0 E'HH <br />EXISTING ELEC. BOX /ELEC. HANDHOLE <br />0 <br />PROPOSED MANHOLE <br />;� <br />EXISTING LIGHT POLE <br />0 <br />PROPOSED YARD DRAIN <br />• <3-wpp <br />EXISTING WOOD POWER POLE <br />CO) <br />EXISTING MANHOLE <br />0 C.O. <br />PROPOSED CLEAN OUT <br />T.O.B. <br />TOP OF BANK <br />" <br />E.O.W. <br />EDGE OF WATER <br />•. -; .. t ► <br />PROPOSED 4 CONCRETE SIDWALK <br />A/LP <br />METAL LIGHT POLE <br />PROPOSED 6 "' CONCRETE DRIVEWAY <br />iJPP <br />WOOD POWER POLE <br />a0a <br />CONCRETE GUIDE POLE <br />18,0 <br />ISO 51M30- 6619 <br />BOTTOM J 5 DIA. <br />ROADWAY WIDIENIG <br />_ <br />0.00 <br />PROP. ELEVATION, FEET NGVD <br />ASPHALT PAVEMENT RECONSTRUCTION <br />YD -9 <br />34 +07 <br />21.5 <br />12" YAM DRAIN BY ADS <br />3.00 <br />YD -7 <br />BRICK PAVER <br />36 +00 <br />DESIGNED <br />RSN <br />OATS <br />02/2007 <br />DRAWN <br />EH <br />DATE <br />02/2007 <br />CHECKED <br />JM <br />DATE <br />02/2007 <br />110 <br />HOPE <br />STORM DRAINAGE STRUCTURE TABULATION <br />37 +00 <br />FROM <br />STATION N0. <br />OFFSET <br />SIZE (Id) <br />E NO <br />RIM ELEVATION <br />� <br />INV. EL <br />350 <br />RCP <br />YD9 -YD7 <br />15 <br />110 <br />HOPE <br />STRUCRIRE <br />15 <br />HEFT <br />RIGHT' <br />STRUCTURE TYPE <br />15 <br />24 <br />RCP <br />(N) <br />(E) <br />(S) <br />(W) <br />CB -5 <br />36 +45 <br />6.0 <br />USF 5130 -6619 <br />200 <br />3.85 <br />CB -4 <br />-1.50 <br />-5.45 <br />-1.50 <br />BOTTOM . J" 5, � <br />CB -6 <br />36 +45 <br />18,0 <br />ISO 51M30- 6619 <br />BOTTOM J 5 DIA. <br />200 <br />3.85 <br />C8-5 <br />-5.45 <br />YD -9 <br />34 +07 <br />21.5 <br />12" YAM DRAIN BY ADS <br />3.00 <br />YD -7 <br />-0.40 <br />-0.40 <br />YD -11 <br />35 +07 <br />21.5 <br />12" YARD DRAIN BY ADS <br />3.00 <br />YD -9 <br />NOTE: <br />MINIMUM SUMP 2.0' (IYP) <br />[C*A% Cgbrdm 6 - 1>aocinms, Inc. <br />ftow <br />1800 Eller Drive, S uite 600 <br />Fort Lauderdale, Florida 33316 <br />M Phone: 954.921.7781 Fax 954.921.8807 <br />CerMioate of Authorization 514 <br />3d +UU <br />STORM PIPE TABULATION <br />PIPE <br />PIPE No. <br />SIZE (Id) <br />LENGTH (FT) <br />MATERIAL. <br />C85 -CB4 <br />24 <br />350 <br />RCP <br />YD9 -YD7 <br />15 <br />110 <br />HOPE <br />YD11 YD9 <br />15 <br />100 <br />HOPE <br />C86 -CB5 <br />15 <br />24 <br />RCP <br />CB7 -CB5 <br />24 <br />312 <br />RCP <br />CITY OF SUNNY ISLES BEACH, FL <br />NE 172nd STREET <br />ROADWAY IMPROVEMENTS <br />PAVING, GRADING, <br />AND <br />DRAINAGE PLAN <br />IWUM1111 <br />4U +L <br />GRAPHIC SCALE <br />0 10 20 40 <br />( IN FEET ) <br />1" = 20' <br />JOHN MESSERIAN, P.E. SCALE SHEET <br />FLORIDA REGISTRATION No. 47810 1 "= 20' <br />�No <br />PROJECT <br />_ 03- 4197 C201 <br />CAD FILE <br />3- 4197- C200- C205- STRM -P OF 23 <br />