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<br />SOUTH SHORE ESTATES
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<br />(P.B. 52 PG. 69 D.C.R.)
<br />I SOUTH SHORE ESTATES
<br />EXISTING OUTFALLJ I I I I (P.B. 52 PG. 69 D . C. R .)
<br />STRUCTURES TO REMAIN
<br />—x_x x x x x
<br />`-- --- +y"•' � SILT BARRIER FENCE L= 835.00'
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<br />SEE SECTION D -D
<br />+, •�� �, ST
<br />RIGHT -OF -WAY ONE PACK (TYP)
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<br />+ + SILT BARRIER FENCE L= 721.00'
<br />BEGIN y IE
<br />CONST. k 2440' GRAVEL WASH AREA 4'1�
<br />STA. CONSTRUCT WITH 8" OF FOOT
<br />NO. 1 COARSE AGGREGATE
<br />27 +70 (1.5 " -3.5" STONE) FOR SITE
<br />ENTRANCE OR EXIT I
<br />FUTURE FIRE STATION LEGEND:
<br />EXPANSION
<br />CONFLICT POINT
<br />II ( I I I ►� PROP. WATER VALVE
<br />EXISTING FIRE STATION ".. EXISTING WATER VALVE
<br />PROPOSED FIRE HYDRANT
<br />t� +�1 +a� 12 T MPORARY CONSTRUCTION EASEMENT I 20.00' I SILT BARRIER FENCE L= 59.00' SILT BARRIER FENCE L= 121.00' �,
<br />+ .,`} EXISTING FIRE HYDRANT.
<br />I + a �ak 0) 0 PROPOSED MANHOLE
<br />8 x ® PROPOSED YARD DRAIN
<br />y a m RIGHT -OF -WAY # a +k ^sa p -OF-WAY EXISTING MANHOLE
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<br />w T E.O.W. EDGE OF WATER
<br />aa31+ ' 31 + ' + + +�' 12 .k� +a. + - 1 + ' 1 �a �o� +y"' p MLR METAL LIGHT POLE
<br />M M ya —�.M — �"�:M4— +s -er- +t. ry W NpPR WOOD POWER POLE
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<br />:IdJ CGP CONCRETE GUIDE POLE
<br />- ----j i SURVEY & CONST. O6 PROP. ELEVATION, 34 +50 � 35+00 � 35+50 �, 36 +00 0 36 +50 H.P. a`� 37 +00 6 R 37 +50 � 38 +00 9 .38 +50 1 ,y 39+00. o
<br />ELEV ON FEET NGVD
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<br />M • • V M � PROPOSED CATCH BASIN
<br />• . • • . • ° EXISTING CATCH BASIN
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<br />SEE SECTION D -O �4 -OF -WAY a`? ° I -
<br />} 1 ;>;� : EXISTING LIGHT POLE Lp
<br />?-wpP EXISTING WOOD POWER POLE
<br />+' + + ti 5 a a o e+
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<br />®co PROPOSED CLEAN OUT
<br />�a +"'o PROPOSED 4" CONCRETE SIDWALK
<br />p + +a 12' TEMPORARY CONSTRUCTION EASEMENT
<br />o I REO'D HAY BALES REO'D HAY BALES I �• ...r� l.. ' s ': h r''
<br />3 ' 8 HAY BALES WOOD OR 8' TO 10' PROPOSED 6" CONCRETE DRIVEWAY
<br />PER INLET STEEL POSTS T_
<br />e y4 C'4 j 1'x2'x3' EA. ROADWAY WIDENIG
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<br />�N ASPHALT PAVEMENT RECONSTRUCTION
<br />h b TOWN CENTER PARK �IJ FILTER I FABRIC BRICK PAVER
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<br />INLET. ° -0—
<br />-0- SILT BARRIER FENCE
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<br />TOWN CNTER SARK ff rn TURBIDITY BARRIER
<br />PLAN VIEW ° �
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<br />SRI BAR FENCE L� 2.00' SILT BARRIER FENCE L= 78.00 a HAY BALES
<br />INLET. BACKFILLED EXIST. GROUND HAY BALES
<br />TRENCH FILTER FABRIC MATERIAL
<br />' - - / (FOR ADDITIONAL STRENGTH, _
<br />yo / o y`? FILTER FABRIC MATERIAL CAN • .
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<br />+ BE ATTACHED TO A 6 -INCH MAX.
<br />14•
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<br />® _ •', i• h • t . a , s ° \ ' ` s �M1P 'll4 IQ? - ^x. : o s \ \ • a I+ $�° • • FILTER
<br />a ° � _ 9, FABRIC. BEEN FASTENED TO THE POSTS)
<br />..M I ELEVATION
<br />_ +�_ +" --M- SECTION A —A
<br />T _ a� ,J� '� INLET DRAINAGE STRUCTURE wooD OR FILTER NEOe o MATERIAL of usED
<br />a STEEL POSTS
<br />M 40 +pp - 40+50 41 +00 _ 41 +50 42 +00 •,� y 43 +00 43 18
<br />Y/ + THE WIRE MESH.
<br />+h ANCH0�2 HAY" BALES WITH
<br />}� '— SUR -1i t CONST. ! ' -+ ND OF STAKES PER BALE GRAPHIC SCALE
<br />24'00' GRAVEL WASH AREA . APPROXIMATELY 8" OF FILTER
<br />•� ��•� FABRIC MATERIAL MUST EXTEND 0 10 20 40
<br />CONSTRUCT WITH 6 OF FDOT CON TRUCTION
<br />v� - ---sv� --sva --svo --s d� -- syo vo y0 ____s r� ro _--�y� �y� - .-sy9 —s __ - s✓a - ---syp —sV0+4 -•�y� ,r0 - INTO A TRENCH AND BE ANCHORED
<br />--- - -SV'J Cl/' x w
<br />WITH COMPACTED BACKFILL MATERIAL.
<br />(1.5"-3f STONE) FOR SITE $T 42 +60.00
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<br />ENTRANCE OR EXIT
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<br />•� 1 q •p To. fNY. c tyh • ,?o` +\ I CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
<br />o e e 0 + o "y6 APPROXIMATE 07 r r "ww r am" mmm r *mm* 7 *mm am% a?' y >6 DITCH BOTTOM INLET 4X4" TRENCH
<br />RIGHT -OF -WAY AND`' SECTION
<br />I PROPOSED BACK 4 POLLUTION PROTECTION IT'S THE uWI
<br />OF SIDEWALK y`� I 14M -432 -4770
<br />READ HAY BALES L= 221.00 13.00 + _ AROUND DRAINAGE STRUCTURES SILT BARRIER FENCE SUNSHINE STATE ONE CALL OF FLORIDA INC.
<br />DESIGNED /20 C ie,CAX"aSAstocimemIm. CITY OF SUNNY ISLES BEACH, FL STORM. WATER POLLUTION JOHN M "". N 111 -201 SHEET
<br />DATE o2 /ZOO7
<br />I ems.....,.. FLORIDA REGISTRATION No. 47810 -_�
<br />- DRAWN EH r ♦ Drive. PROJECT No
<br />18
<br />DATE 02/2007 Fort Lauderdale, Florida 93318 NE 172nd STREET PREVENTION PLAN C _03 — 41971 C400
<br />- - -. _ —_ -- - -- - I
<br />!_ _- _ i - - Y
<br />[CHECKED J M Phona: 954.921.7781 Fax 9s4.9z1.88D7 ROADWAY IMPROVEMENTS CAD FILE NO DATE REVISION - - - -- BY NO DATE REVISION BY ATE 02/2007 W Certificate of Authorization 514
<br />T 3- 4197- C200- C205- STRM -PL OF 23
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