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HomeMy WebLinkAboutplansINDEX OF SHEETS LOCATION MAP SECTION 11, TWP. 52 S, RNG. 42 E N.T.S. Calmin., Giordano 6 Associates, Inc Engineers Surve y ors 1800 Eller Drive Suite 600 Fort Lauderdale, Florida 33316 954.921.7781 954.921.8807 f ax Certificate of Authorization 514 ,t f CITY COMMISSION MAYOR: VICE MAYOR: COMMISSIONER: COMMISSIONER: COMMISSIONER: CITY MANAGER: NORMAN S. EDELCUP LEINIS . J. THALE R ROSLYN BREZIN GERRY GOODMAN DANNY IGLESIAS JOHN SZE RLAG SET 11 iroeemnmtaruony CGA PROJECT No.: 03 -4197 FILE No.: 03- 4197 -C- STRM- COVER.dwg o, v U M1 � "/ V) OI U I rn O 0 O Z O Z W _J W n 0 a Q U COVER SHEET C100 -C102 DEMOLITIO -N PLAN . C.10: -C 105 CONSTRUCTION "NOT C20' -0202 :; AND DRAINAGE PLAN C2 DRAINAGE DETAIL 0400-C403 STORM WATER POLLUftN PREVENTION PLAN C600' C602 PAVING M I►RKINIB `AND SIGNAIGE PLAN E 100 -E 102 PHOTOMETRIC PLANS E 103 -E 105 POWER PLANS E106 POLE DETAILS E107 SERVICE POINT 0- ALCULATIOMS LOCATION MAP SECTION 11, TWP. 52 S, RNG. 42 E N.T.S. Calmin., Giordano 6 Associates, Inc Engineers Surve y ors 1800 Eller Drive Suite 600 Fort Lauderdale, Florida 33316 954.921.7781 954.921.8807 f ax Certificate of Authorization 514 ,t f CITY COMMISSION MAYOR: VICE MAYOR: COMMISSIONER: COMMISSIONER: COMMISSIONER: CITY MANAGER: NORMAN S. EDELCUP LEINIS . J. THALE R ROSLYN BREZIN GERRY GOODMAN DANNY IGLESIAS JOHN SZE RLAG SET 11 iroeemnmtaruony CGA PROJECT No.: 03 -4197 FILE No.: 03- 4197 -C- STRM- COVER.dwg o, v U M1 � "/ V) OI U I rn O 0 O Z O Z W _J W n 0 a Q U Q W 0 �L \9 59 bp MANGROVES xx— x x _._. x; — x ----- x ---- x ----- x x_ V x EXISTING 9 STORY BLDG CGM I&V 5� 0 EXISTING FIRE HYDRANT (�1 I I of�r 6, EXISTING POLE ANCHOR I f 1 sl �A I I I I I I I A rafAW S41r c f JQTs x EXISTING LIGHT POLE /w Ar-m -. EXISTING WOOD POWER POLE iNPP k ' x TOP OF BANK E.O.W. EDGE OF WATER CONC. DEMOLITION UTILITY DEMOLITION b5 x x L - - - -� ' 1x b� x X EX/ST. 6" �----j i# I I b�' bti b, R - }- x x x 00 .91A►' W Ste' �6dyL !!•4[,Y 5}? I PAl�91C et 090W &4W ® r� t ® faf ff-ws I I A ,0R*N4GE C.B. I 1<S a,b L PAhi4G' � G>�C FY,4NS A&W /7 /V 7 r C S n ,M, i 1 6,. BEGIN COMST. STA. 27 +70 ++ N . � I � z N X I� W 0 ' N �b I i i hk a6 I ( R I UI c1_J 1 .:_ _, r.%-. r NO I DATE b-0 Z fn X W Oil i 1! S' CaK iYALA' CGM I&V 5� 0 EXISTING FIRE HYDRANT (�1 I I of�r I EXISTING POLE ANCHOR b-0 Z fn X W Oil i 1! E.O.P. S' CaK iYALA' CGM I&V 5� 0 EXISTING FIRE HYDRANT (�1 I I �I� I EXISTING POLE ANCHOR I f 1 sl �A I I I I I I I E.O.P. AL4N/HOLE �Y 7Z ".fr /Ar a, mw/- '-mv 1'S;r18' R4S/N AwEL. Ea. (-J 2m (&m w) SOUTH SHORE ESTATES (P.B. 52 PG. 69 D.C.R.) OR4/K4GE C.B. �iPLi RXw E7. 1.79 AVY E1 j /.69 ,evt! Lz (j I.,i6 f Ez �� aJ/ 101w/164GE C.B. Aw EZ, X22 R. �-j21 /( IMV� e0X #4Z ORNh4GE CB. �iFl�x/Ol�fj hW ZZ. JJ4f /NK /NK EL. ( -j &9S /NV. EL. (j /.pro (lr% E7. (-) 5.J7 (6t7lTGf/f IWZP E.O.P. TONE PACK( SEE SECTION D -D 7xf EX/S)W Fp ro &' !fGYIi�G &7 calm /0 R//Y L/71t` (er or�S� r41rD MAY Mf .QT pA1W 9 0R4 A PLANS fw nE- /NS JUBILEE SUBDIVISION (P. B. 94 PG. 20 D.C.R.) DESIGNED B.H. DATE 02 /2006 TDRAWN B.H. DATE 02/2006 CHECKED S.H. BY DATE 02/20 CAW A �0 Im. filgir ism p1mum 1800 Eller Drive, Suite 800 Fort Lauderdale, Florida 33318 Phone: 954.921.7781 Fax 954.921.8807 Certifioate of Authorization 514 SOUTH SHORE ESTATES EX1ST. FPL /w// ?/#ZZ. = UNrr1V0#N (P.B. 52 PG. 69 D.C.R.) ORN/VfIGE C.B. lg" 1 1 EL. 29S /N4. EL. J .i. 49 (�E /NV & (fj o. <9 (r %. a ( -1 712 (gnr/nw) aw//1b4GE C.B. Rol£ Al EL. 286 EX /ST " L7. ( -J 705 (a mv) FEN NLp GH -Of -AY L x x x— x— x— x_x --x —x x--__x x 1 4 r r METAL LIDa 4f1p /-METAL LID ,11LP �wLP ACP EX /ST. S4N MH. hYh' L2: 11N/rN010V P)WNIG4GE C.B. (REA R,NVRED S41f GY/l SEE Rw EL. 29,T P4WA5' & 6fl?4GYW RAMS COA V IyACK/ A EZ. () 2.99 (Nj /w Z'-INS 4)W EL. () 4 i7 (80fl w) LEGEND: CGM I&V '• ,wLP {:} EXISTING FIRE HYDRANT (�1 EXISTING MANHOLE L,/I �..7 /. •` EXISTING POLE ANCHOR -`:>cP EXISTING CONC. POLE r EXISTING ELEC. BOX /ELEC. HANDHOLE A rafAW S41r c f JQTs '4ow.1f aaw a*s EXISTING LIGHT POLE /w Ar-m AL4N/HOLE �Y 7Z ".fr /Ar a, mw/- '-mv 1'S;r18' R4S/N AwEL. Ea. (-J 2m (&m w) SOUTH SHORE ESTATES (P.B. 52 PG. 69 D.C.R.) OR4/K4GE C.B. �iPLi RXw E7. 1.79 AVY E1 j /.69 ,evt! Lz (j I.,i6 f Ez �� aJ/ 101w/164GE C.B. Aw EZ, X22 R. �-j21 /( IMV� e0X #4Z ORNh4GE CB. �iFl�x/Ol�fj hW ZZ. JJ4f /NK /NK EL. ( -j &9S /NV. EL. (j /.pro (lr% E7. (-) 5.J7 (6t7lTGf/f IWZP E.O.P. TONE PACK( SEE SECTION D -D 7xf EX/S)W Fp ro &' !fGYIi�G &7 calm /0 R//Y L/71t` (er or�S� r41rD MAY Mf .QT pA1W 9 0R4 A PLANS fw nE- /NS JUBILEE SUBDIVISION (P. B. 94 PG. 20 D.C.R.) DESIGNED B.H. DATE 02 /2006 TDRAWN B.H. DATE 02/2006 CHECKED S.H. BY DATE 02/20 CAW A �0 Im. filgir ism p1mum 1800 Eller Drive, Suite 800 Fort Lauderdale, Florida 33318 Phone: 954.921.7781 Fax 954.921.8807 Certifioate of Authorization 514 SOUTH SHORE ESTATES EX1ST. FPL /w// ?/#ZZ. = UNrr1V0#N (P.B. 52 PG. 69 D.C.R.) ORN/VfIGE C.B. lg" 1 1 EL. 29S /N4. EL. J .i. 49 (�E /NV & (fj o. <9 (r %. a ( -1 712 (gnr/nw) aw//1b4GE C.B. Rol£ Al EL. 286 EX /ST " L7. ( -J 705 (a mv) FEN NLp GH -Of -AY L x x x— x— x— x_x --x —x x--__x x 1 4 r r METAL LIDa 4f1p /-METAL LID ,11LP �wLP ACP EX /ST. S4N MH. hYh' L2: 11N/rN010V P)WNIG4GE C.B. (REA R,NVRED S41f GY/l SEE Rw EL. 29,T P4WA5' & 6fl?4GYW RAMS COA V IyACK/ A EZ. () 2.99 (Nj /w Z'-INS 4)W EL. () 4 i7 (80fl w) CITY OF SUNNY ISLES BEACH, FL NE 172nd STREET ROADWAY IMPROVEMENTS NOTE: 1. ALL PIPES NOT REMOVED DURING DEMOLITION SHALL BE GROUTED IN PLACE. 2. ALL STRUCTURES NOT REMOVED DURING DEMOLITION SHALL BE 4.0' BELOW THE FINISHED GRADE, FILLED WITH SAND AFTER BREAKING THE BOTTOMS DEMOLITION PLAN SEE SECTION D -D .f1LP 0 x 0 it wn A M0 • Nm - - - -- N3J M �W ' W W = Z cc 'J W CW r) cc 41LP RW EL. UNKM')N'N GRAPHIC SCALE 0- 10 : 20 40 IN FEET ) 1 " =20' FLARIDA REGISTRATION Nr•. 47810 CALL 48 HOURS BEFORE YOU DIG IN FIORIQ4 IT'S THE LAWI'7 i- WO- 432 -4"O SUNSHINE STATE ONE CALL OF FLORIDA. INC. " -20' PROJECT No 03 -4197_ CAD FILE - -- -_- 13- 4197— C200— C205— STRM —P cloo 23 LEGEND: �'•'' EXISTING WATER VALVE {:} EXISTING FIRE HYDRANT (�1 EXISTING MANHOLE L__j EXISTING CATCH BASIN EXISTING POLE ANCHOR -`:>cP EXISTING CONC. POLE 01 EXISTING ELEC. BOX /ELEC. HANDHOLE EHH EXISTING LIGHT POLE -. EXISTING WOOD POWER POLE iNPP T.O.B. TOP OF BANK E.O.W. EDGE OF WATER CONC. DEMOLITION UTILITY DEMOLITION CITY OF SUNNY ISLES BEACH, FL NE 172nd STREET ROADWAY IMPROVEMENTS NOTE: 1. ALL PIPES NOT REMOVED DURING DEMOLITION SHALL BE GROUTED IN PLACE. 2. ALL STRUCTURES NOT REMOVED DURING DEMOLITION SHALL BE 4.0' BELOW THE FINISHED GRADE, FILLED WITH SAND AFTER BREAKING THE BOTTOMS DEMOLITION PLAN SEE SECTION D -D .f1LP 0 x 0 it wn A M0 • Nm - - - -- N3J M �W ' W W = Z cc 'J W CW r) cc 41LP RW EL. UNKM')N'N GRAPHIC SCALE 0- 10 : 20 40 IN FEET ) 1 " =20' FLARIDA REGISTRATION Nr•. 47810 CALL 48 HOURS BEFORE YOU DIG IN FIORIQ4 IT'S THE LAWI'7 i- WO- 432 -4"O SUNSHINE STATE ONE CALL OF FLORIDA. INC. " -20' PROJECT No 03 -4197_ CAD FILE - -- -_- 13- 4197— C200— C205— STRM —P cloo 23 Y 7 i i i i i i i �r W Uj W W F I I am � Ow �.� a lY,QCK EXIsIr FPL #// Aw E7. - UNKNON9V a.YYN.L./ MW & NOW acs JUBILEE SUBDIVISION (P.B. 94 PG. 20 D.C.R.) afAl l Ni4GE C9 X911/ Q. .i..P7 A'y AZ. K-) a51 (Nf EL. N; 6.s1 Mon Wj DESIGNED B.H. DATE 02/2006 - - - -�- DRAWN B.H. — �- -- —� - -� - DATE 02/2006 -A NO I DATE CHECKED S.H. BY 11 DATE 02/2006 C" abr6m /1 pbmm 1800 suer Drive, suite 600 Fort Lauderdale, P7orida 33318 Phone: 954,921.7781 Fax 954.921.8807 Certitioate of ♦uthorisetion 514 CITY OF SUNNY ISLES BEACH, FL NE 172nd STREET ROADWAY IMPROVEMENTS PARKING LOT 1 ■ FUTURE FIRE STATION I EXPANSION ,910 £L. = UNKNOJOV A EL. 2.97 A! EZ. �-? 0.64f (f) NOTE: 1. ALL PIPES NOT REMOVED DURING DEMOLITION SHALL BE GROUTED IN PLACE. 2. ALL STRUCTURES NOT REMOVED DURING, DEMOLITION SHALL BE 4.0' BELOW THE FINISHED GRADE, FILLED WITH SAND AFTER BREAKING THE BOTTOMS DEMOLITION PLAN r 7 EX /ST. 6 ' C. L. FZ -AICE LEGEND: t"-"l EXISTING WATER VALVE t EXISTING FIRE HYDRANT • EXISTING MANHOLE EXISTING CATCH BASIN EXISTING POLE ANCHOR <; >cP EXISTING CONC. POLE 0 EHH EXISTING ELEC. BOX /ELEC. HANDHOLE :'.�, : Lp EXISTING LIGHT POLE - {:: EXISTING WOOD POWER POLE wpP T.O.B. TOP OF BANK E.O.W. EDGE OF WATER CONC. DEMOLITION �_. UTILITY DEMOLITION CITY OF SUNNY ISLES BEACH, FL NE 172nd STREET ROADWAY IMPROVEMENTS PARKING LOT 1 ■ FUTURE FIRE STATION I EXPANSION ,910 £L. = UNKNOJOV A EL. 2.97 A! EZ. �-? 0.64f (f) NOTE: 1. ALL PIPES NOT REMOVED DURING DEMOLITION SHALL BE GROUTED IN PLACE. 2. ALL STRUCTURES NOT REMOVED DURING, DEMOLITION SHALL BE 4.0' BELOW THE FINISHED GRADE, FILLED WITH SAND AFTER BREAKING THE BOTTOMS DEMOLITION PLAN r 7 EX /ST. 6 ' C. L. FZ -AICE Azc IZV fO R/r FLORIDA REGISTRATION No, 47810 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1" = 20' SCALE �I SHEET 1 " =20' PROJECT No _ `1 c O 0.3 -4197 J{ CAD FILE 13- 4197- C200- C205- STRM- PLN1OF 23 • ww � ►� ► i s � � F � i ii i r ► ► ♦ 1 Azc IZV fO R/r FLORIDA REGISTRATION No, 47810 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1" = 20' SCALE �I SHEET 1 " =20' PROJECT No _ `1 c O 0.3 -4197 J{ CAD FILE 13- 4197- C200- C205- STRM- PLN1OF 23 Q, 1 OrQ 14GE C., f Q W Zca J = W W V cc H ---94-31 . DESIGNED DATE B.H. 02/2006 DRAWN B.H. DATE 02/2006 CHECKED S.H. DATE 02/2006 SIII'm01''i ftmIf i 1800 Eller Drive, Suits 600 Fort Lauderdale, Florida 33316 sr Phone: 954.921.7781 Fax 954.921:8607 wp iu ur Li T �RlCTION.' 42 +60.00 ,gc co z awmw .r I J U �! Q IQ I I LEGEND: i I i I i i I i A 1 1 1 1 � 1 I 1 � 1 I , I I 1 1 I 1 1 I 1 I 1 1 I 1 1 1 I 1 I 1 1 I I I 1 I 1 1 1 I ' I i 1 1 I ' 1 I 1 I I 1 I 1 I I 1 1 I I I 1 1 1 1 I I 1 1 I I 1 1 I I 1 1 1 1 I I 1 I I 1 I 1 i 1 I 1 1 1 1 I 1 i 1 1 I 1 1 1 1 1 i I 1 i I CITY OF SUNNY ISLES BEACH, FL NE 172nd STREET ROADWAY IMPROVEMENTS DEMOLITION PLAN FLORIDA REGISTRATION No. 47810 1 " =20' PROJECT No L 03- 4197_ C102 EXISTING WATER VALVE '? EXISTING FIRE HYDRANT EXISTING MANHOLE EXISTING CATCH BASIN C-- EXISTING POLE ANCHOR <1Cp EXISTING CONC. POLE GRAPHIC SCALE E H H EXISTING ELEC. BOX /ELEC. HANDHOLE 0 10 20 40 LP EXISTING LIGHT POLE -0 wPP EXISTING WOOD POWER POLE / ` IT FEET > T.O.B. TOP OF BANK NOTE: 1" = 20' 1. ALL PIPES NOT REMOVED DURING DEMOLITION E.O.W. EDGE of WATER SHALL BE GROUTED IN PLACE. K/V!Z CONC. DEMOLITION 2. ALL STRUCTURES NOT REMOVED DURING DEMOLITION SHALL BE 4.0' BELOW THE FINISHED ?i / 7. UTILITY DEMOLITION GRADE, FILLED WITH SAND AFTER BREAKING THE BOTTOMS CITY OF SUNNY ISLES BEACH, FL NE 172nd STREET ROADWAY IMPROVEMENTS DEMOLITION PLAN FLORIDA REGISTRATION No. 47810 1 " =20' PROJECT No L 03- 4197_ C102 J 6 EXISTING OUTFALL J STRUCTURES TO REMAIN of 61 : FX t>4 � 1 I :._..1 1� �Q EXISTING CATCH BASIN (TO REMAIN) -�- BEGIN r CONST. STA. 97.L'7n �I x r- t ' b0 x ..�..._.._.. I � Ix nn►Irn•PTnn rn n, rALI rVIMI\IP SOUTH SHORE ESTATES (P.B. 52 PG. 69 D.C.R.) i M mn- A ._- ---- . _.__ -------- -____- .+a 1 � � 10.0 CONFLICT POINT PROPOSED CATCH BASIN H PROP. WATER VALVE [�] EXISTING CATCH BASIN L"^:y EXISTING WATER VALVE (N) EXISTING POLE ANCHOR (S) PROPOSED FIRE HYDRANT -.0-cP EXISTING CONC. POLE STRUCTURE TYPE NO. 3.00 STRUCTURE .61 EXISTING FIRE HYDRANT 0 EHN EXISTING ELEC. BOX /ELEC. RANDHOLE . PROPOSED MANHOLE *LF+ EXISTING LIGHT POLE 0 PROPOSED YARD DRAIN .0. wpP EXISTING WOOD POWER POLE CB -1 EXISTING MANHOLE ®o.o. PROPOSED CLEAN OUT T.O.B. TOP OF BANK 3.85 CB -1 E.O.W. LOW PT STA: 29+69.30 +. - =; . -:�; . PROPOSED 4' CONCRETE SIDWALK HIGH PT STA: 31+13.76 META. LIGHT POLE YD9 -YD7 LOW PT STA: 2 +96.79 WOOD POWER POLE 8.0 CCP CONCRETE GUIDE POLE ® ROADWAY WIDENIG 0.00 LOW PT ELEV. 4.31 _ _ ___ __ ___ _ ___ _ _ _., - -__ __ -_ -- HIGH PT ELEV: 4.70 __ _. -- LOW PT EL : �_ -= - - -- _ y + � 18.0 BOTTOM 'J' 6' DIA. PM ELEV: 4.29 3,85 DRAINAGE PVI ELEV: 4.80 -- - _ PVI ELEV: 7.06 _ _ COO _ _ -__ - -__ - ___ ' 0 N + WELL K: 60.00 K: 124.42 K; 40 USF 5130 -8519 7.0 -`- -"� `" - CB -3 Lvc: 30.80 6.0 Lvc: 100.00 _ 3.65 36,58 LVC: 36 8 0.60 -5.25 n 0^0 O sF N O 'at PRB (S) O --t 32 +97 18.0 -- 3.85 CB -2 -1.50 _.. -1.50 _. -.�._- --- -.._..._- __._ 21.5 TYPE "Co DITCH BOTTOM 232 N + -0.40 -0.40 INLET AND STEEL GRATE �- � � A CONST BL 5.0 PROPOSED GRADEF - PROPOSED - -- -- - - - - - - �--- - -0.16% - 0.35% -0.45X 0.46% .0 4.0- - ---� _ _ - _ �____ - - _- __ --- - -- ___-- EXISTING aR�E �� � - _ �- _ _ �'-_- r-7 A'ry �� _ - __.__- -- � `EXISTING - �ELE v 2� GRADE __ _ _ _ ___ _. _______ _._-- . - -__._ 0 .0 2.0 ___ p Ell►, co 2.0 1.0 E1-, 0.6 0 0.0 - - - -- - - -_- +W .o 1.0 - 2.0 -5.0 -5.0 to to co � M �; rr�� N M M M 000 � e0 N � � e'ne p N t\ M M rrj r7 r rn 28 +00 CONFLICT TABLE No: DESCRIPTION EXIST. TEL. (INV. EL. +2.30 ±) OA PROP. BY OTHERS 16" DIP SAN. SWR. (INV, EL. - 0.86 ±) SEPARATION = 1.00 FT. MIN. PROP. 24" RCP (INK EL. -3.90) EXIST. GAS (INV. EL. +2.56 ±) EXIST. FP&L (INV. EL. +0.50±) PROP. BY OTHERS 16" DIP SAN. SWR. (INV.. EL. - 2.20 ±) SEPARATION = 1.00 FT. MIN. PROP. 18" RCP (INV. EL. -4.70) JM- EXISTING FP&L,. TELEPHONE AND OTHER EXISTING UTILITIY ELEVATIONS ARE APPROXIMATE. SANITARY SEWER ELEVATIONS ARE BASED FROM PLAN INFORMATION PROVIDED BY MIAMI -DADE WATER AND SEWER DEPARTMENT. 29 +00 LEGEND: 30 +00 STORM DRAINAGE STRUCTURE TABULATION 31 +00 32 +00 FROM CONFLICT POINT PROPOSED CATCH BASIN H PROP. WATER VALVE [�] EXISTING CATCH BASIN L"^:y EXISTING WATER VALVE (N) EXISTING POLE ANCHOR (S) PROPOSED FIRE HYDRANT -.0-cP EXISTING CONC. POLE STRUCTURE TYPE NO. 3.00 STRUCTURE .61 EXISTING FIRE HYDRANT 0 EHN EXISTING ELEC. BOX /ELEC. RANDHOLE . PROPOSED MANHOLE *LF+ EXISTING LIGHT POLE 0 PROPOSED YARD DRAIN .0. wpP EXISTING WOOD POWER POLE CB -1 EXISTING MANHOLE ®o.o. PROPOSED CLEAN OUT T.O.B. TOP OF BANK 3.85 CB -1 E.O.W. EDGE OF WATER +. - =; . -:�; . PROPOSED 4' CONCRETE SIDWALK MLP META. LIGHT POLE YD9 -YD7 PROPOSED 6" CONCRETE DRIVEWAY Nl°P WOOD POWER POLE CCP CONCRETE GUIDE POLE ® ROADWAY WIDENIG 0.00 PROP. ELEVATION, FEET NGVD ASPHALT PAVEMENT RECONSTRUCTION USF 5130 -6619 EXISTING BRICK PAVER 30 +00 STORM DRAINAGE STRUCTURE TABULATION 31 +00 32 +00 FROM STATION N0. OFFSET FRAME, GRATE AND FOOT INDEX RIM ELEVATKIN TO INV. EL. LEFT, RIGHT (N) (E) (S) (W) STRUCTURE 21.5 STRUCTURE TYPE NO. 3.00 STRUCTURE 68 -0.40 CB3 -CB4 18 USF 5130 -6619 32+55 C84 -C82 24.2 15" YARD DRAIN BY ADS RCP 4.45 YD -7 CB -1 29+75 YD5 -YDG 6.0 BOTTOM "J' 5' OK 200 3.85 CB -1 -3.90 232 -3.90 CB-3 0.40 0.40 YD9 -YD7 0.40 I% (S) HOPE USF 5130 -6619 EXISTING CB -2 29 +75 18.0 BOTTOM 'J' 6' DIA. 200 3,85 DRAINAGE -1.50 -3,90 -1.50 PRB (W) WELL USF 5130 -8519 CB -3 32 +97 6.0 BOTTOM "J" 5' DUI. 200 3.65 CB -4 -5.25 0.60 -5.25 PRB (S) C8-4 32 +97 18.0 USF 5130-6619 BOTTOM .J" 5, 200 3.85 CB -2 -1.50 -525 -1.50 YD -1 304-W 21.5 TYPE "Co DITCH BOTTOM 232 3.00 CB -1 -0.40 -0.40 INLET AND STEEL GRATE DESIGNED RSN DATE 02/2007 NOTE: MINIMUM SUMP 2.0' (TYP) CHECKED JM DATE 02/2( 6 dswo. Iwo Saw;yna pbmm r 1800 Eller Drive, Suite 800 Fort Lauderdale, Florida 33318 W Phone: 954.921.7781 Fax 954.921,8807 Certificate of Authorization 514 STORM DRAINAGE STRUCTURE TABULATION 33 +00 YD -3 30+64 PIPE Na 25.7 15" YARD DRAIN BY ADS MATERIAL 3.00 YD-1 DRAWN EH RCP CO2 -E -ST -0.40 YD -5 32 +00 YD1 -CBI 21.5 15" YARD DRAIN BY ADS DATE 02/2007 CHECKED JM DATE 02/2( 6 dswo. Iwo Saw;yna pbmm r 1800 Eller Drive, Suite 800 Fort Lauderdale, Florida 33318 W Phone: 954.921.7781 Fax 954.921,8807 Certificate of Authorization 514 STORM DRAINAGE STRUCTURE TABULATION 33 +00 YD -3 30+64 PIPE Na 25.7 15" YARD DRAIN BY ADS MATERIAL 3.00 YD-1 37 RCP CO2 -E -ST -0.40 YD -5 32 +00 YD1 -CBI 21.5 15" YARD DRAIN BY ADS RCP 3.00 YD-6 68 -0.40 CB3 -CB4 18 YD -6 32+55 C84 -C82 24.2 15" YARD DRAIN BY ADS RCP 4.45 YD -7 350 1.45 YD5 -YDG 1.45 YD -7 32+97 YD6 -YD7 17.4 TYPE 'C" DITCH BOTTOM INLET AND STEEL. GRATE 232 3.40 CB-3 0.40 0.40 YD9 -YD7 0.40 CITY OF SUNNY ISLES BEACH, FL NE 172nd STREET ROADWAY IMPROVEMENTS PAVING, GRADING, AND DRAINAGE PLAN STORM. PIPE TABULATION PPE PIPE Na SIZE (N) LENGTH (FT) MATERIAL C82 -CSI 24 37 RCP CO2 -E -ST 24 38 RCP YD1 -CBI 24 29 RCP YD3 -YDI 15 68 HDPE CB3 -CB4 18 24 RCP C84 -C82 24 325 RCP CB5-CB4 18 350 RCP YD5 -YDG 15 55 HOPE YD6 -YD7 15 43 HOPE YD7 -CB3 18 11 RCP YD9 -YD7 15 110 HOPE 34d GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1" = 20' CALL 48 HOURS BEFORE YOU DIG IN FLORIDA R'S THE LAWI,oi 1- 800 -432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 17-1 SHEET FLORIDA REGISTRATION No. 47810 " =20' PROJECT No 03 -41.97 j 0200 CAD -FILE 3- 4197- C200- C205- STRM -PL MI OF 23 w F `-�- I CB E12=3.85 S 36 +41 18L � I I MPORARY CONSTRUCTION EASEMENT rCBN RIM EL4 3.85 36+45:16R I I I I FUTURE E EXISTING FIRE STATION 10.0 10.0 OATS PROPOSED CATCH BASIN ►/ PROP. WATER VALVE ED EXISTING CATCH BASIN CHECKED EXISTING WATER VALVE r EXISTING POLE ANCHOR 4 PROPOSED FIRE HYDRANT -l}c EXISTING CONIC. POLE 4 EXISTING FIRE HYDRANT 0 E'HH EXISTING ELEC. BOX /ELEC. HANDHOLE 0 PROPOSED MANHOLE ;� EXISTING LIGHT POLE 0 PROPOSED YARD DRAIN • <3-wpp EXISTING WOOD POWER POLE CO) EXISTING MANHOLE 0 C.O. PROPOSED CLEAN OUT T.O.B. TOP OF BANK " E.O.W. EDGE OF WATER •. -; .. t ► PROPOSED 4 CONCRETE SIDWALK A/LP METAL LIGHT POLE HIGH PT STA. 34 +70.14 iJPP WOOD POWER POLE LOW PT STA: 36 LOW PT ELEV: 47.56 OS a0a CONCRETE GUIDE POLE HI H PT STA 38 +53.78 HIGH PT ELEV: 4.74 LOW PT STA. 39 +46.57 PT ELEV: 4.35 _ 0.00 PROP. ELEVATION, FEET NGVD HIGH PT ELEV: 4.74 ASPHALT PAVEMENT RECONSTRUCTION YD -9 _ __4__ LL __ _ �__ _ - _ -- - - -� - -__ ______ 4 A^ 8.0 8.0-------- - J _ YD -11 35 +07 �� 12" YARD DRAIN BY ADS 3.00 YD -9 ELEV: PVI ELEV: 4.80 PVI E". 4 K: 60.30 PVI ELEV: 4.80 K: 50.47 4.20 K: 43.76 K: 54.37 LVC: 50.00 LVC: 50. __4____._ -� __ - ____ _ _� _ ___ LVC: 50.00 LVC: 75.00 7.0 _ $ ^ co 1ff `�F 1A �' N _ -- - -- _ _ _ _- -^ __ ___ _______._ - -_ - _ N > _ EXISTING GRADE N m - - - -- - 5.0 - �- - - .-0.46% �- ----- - - - - 0.62X SURVEY do COW BL -- 3.0 3.0 ��� S. °� °1's�,45 - - 0.0 0.0 a� - - -4.0 -5.0 -5.0 _ O� N _ M ^ 4 O M �A O to 4 -q- M t 4 44 4 NO] CONFLICT TABLE No. DESCRIPTION EXIST. TEL. (INV. EL. +2.42 ±) EXIST. FP&L (INV. EL. - 0.54 ±) © PROP. BY OTHERS 16" DIP SAW. SWR. (INV. EL 2.941) SEPARATION = 1.00 FT. MIN. PROP. 15" RCP (W. EL - 5.45). Ii EXISTING FP&L, TELEPHONE AND OTHER EXISTING UTILITIY ELEVATIONS ARE APPROXIMATE. SANITARY SEWER ELEVATIONS ARE BASED FROM PLAN INFORMATION PROVIDED BY MIAMI -DADS WATER AND SEWER DEPARTMENT. NO - DATE 35 +00 LEGEND: 36 +00 DESIGNED CONFLICT POINT OATS PROPOSED CATCH BASIN ►/ PROP. WATER VALVE ED EXISTING CATCH BASIN CHECKED EXISTING WATER VALVE r EXISTING POLE ANCHOR 4 PROPOSED FIRE HYDRANT -l}c EXISTING CONIC. POLE 4 EXISTING FIRE HYDRANT 0 E'HH EXISTING ELEC. BOX /ELEC. HANDHOLE 0 PROPOSED MANHOLE ;� EXISTING LIGHT POLE 0 PROPOSED YARD DRAIN • <3-wpp EXISTING WOOD POWER POLE CO) EXISTING MANHOLE 0 C.O. PROPOSED CLEAN OUT T.O.B. TOP OF BANK " E.O.W. EDGE OF WATER •. -; .. t ► PROPOSED 4 CONCRETE SIDWALK A/LP METAL LIGHT POLE PROPOSED 6 "' CONCRETE DRIVEWAY iJPP WOOD POWER POLE a0a CONCRETE GUIDE POLE 18,0 ISO 51M30- 6619 BOTTOM J 5 DIA. ROADWAY WIDIENIG _ 0.00 PROP. ELEVATION, FEET NGVD ASPHALT PAVEMENT RECONSTRUCTION YD -9 34 +07 21.5 12" YAM DRAIN BY ADS 3.00 YD -7 BRICK PAVER 36 +00 DESIGNED RSN OATS 02/2007 DRAWN EH DATE 02/2007 CHECKED JM DATE 02/2007 110 HOPE STORM DRAINAGE STRUCTURE TABULATION 37 +00 FROM STATION N0. OFFSET SIZE (Id) E NO RIM ELEVATION � INV. EL 350 RCP YD9 -YD7 15 110 HOPE STRUCRIRE 15 HEFT RIGHT' STRUCTURE TYPE 15 24 RCP (N) (E) (S) (W) CB -5 36 +45 6.0 USF 5130 -6619 200 3.85 CB -4 -1.50 -5.45 -1.50 BOTTOM . J" 5, � CB -6 36 +45 18,0 ISO 51M30- 6619 BOTTOM J 5 DIA. 200 3.85 C8-5 -5.45 YD -9 34 +07 21.5 12" YAM DRAIN BY ADS 3.00 YD -7 -0.40 -0.40 YD -11 35 +07 21.5 12" YARD DRAIN BY ADS 3.00 YD -9 NOTE: MINIMUM SUMP 2.0' (IYP) [C*A% Cgbrdm 6 - 1>aocinms, Inc. ftow 1800 Eller Drive, S uite 600 Fort Lauderdale, Florida 33316 M Phone: 954.921.7781 Fax 954.921.8807 CerMioate of Authorization 514 3d +UU STORM PIPE TABULATION PIPE PIPE No. SIZE (Id) LENGTH (FT) MATERIAL. C85 -CB4 24 350 RCP YD9 -YD7 15 110 HOPE YD11 YD9 15 100 HOPE C86 -CB5 15 24 RCP CB7 -CB5 24 312 RCP CITY OF SUNNY ISLES BEACH, FL NE 172nd STREET ROADWAY IMPROVEMENTS PAVING, GRADING, AND DRAINAGE PLAN IWUM1111 4U +L GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1" = 20' JOHN MESSERIAN, P.E. SCALE SHEET FLORIDA REGISTRATION No. 47810 1 "= 20' �No PROJECT _ 03- 4197 C201 CAD FILE 3- 4197- C200- C205- STRM -P OF 23 LEGEND: CONFLICT TABLE No. DESCRIPTION EXIST. GAS (INV. EL. +3.521) EXIST. GAS (INV. EL. +3.091) EXIST. ELEC. (INV. EL. +2.171) OEXIST. GAS (INV.. EL. +1.42#) EXIST. 24" WATER MAIN (INV. EL. +0.43 ±) PROP. BY OTHERS 16" DIP SAN. SWR. (INV. EL. - 3.541) SEPARATION = 1.00 FT. MIN. PROP. 15" RCP (W. EL -6,00) IM- EXISTING FP&L, TELEPHONE AND OTHER EXISTING UTILITIY ELEVATIONS ARE APPROXIMATE. SANITARY SEWER ELEVATIONS ARE BASED FROM PLAN INFORMATION PROVIDED BY MIAMI -BADE WATER AND SEWER DEPARTMENT. 00 �V H� Cc W W = .3 cc W. H CO I I I 0o I �m 3+00 43 18 N. D i �I I 101.0 10.0 CONFLICT POINT HIGH PT STA: 41+41.14 0 PROPOSED CATCH BASIN ►� PROP. WATER VALVE TO EXISTING CATCH BASIN RCP EXISTING WATER VALVE c EXISTING POLE ANCHOR -- _ - -____ _ _ PROPOSED FIRE HYDRANT i;> CID EXISTING CONC. POLE _1> EXISTING FIRE HYDRANT 271 EXISTING ELEC. BOX /ELEC. HANDHOLE STRUCTURE EHH (E) 0 PROPOSED 'MANHOLE X�, EXISTING LIGHT POLE • PROPOSED YARD DRAIN .0 -wpp EXISTING WOOD POWER POLE 3.85 EXISTING MANHOLE ®C c PROPOSED CLEAN OUT T.O.B. TOP OF BANK N R E.O.W. EDGE OF WATER ;. �' ; . "'; PROPOSED 4" CONCRETE SIDWALK A/LP METAL LIGHT POLE K: 43.76 PROPOSED- 6" CONCRETE DRIVEWAY If'r WOOD POWER POLE z LO 39+57 CGP CONCRETE GUIDE POLE . p ROADWAY WIDENIG 0.00 PROP. ELEVATION, FEET NGVD -6.00 + ASPHALT PAVEMENT RECONSTRUCTION + CONFLICT TABLE No. DESCRIPTION EXIST. GAS (INV. EL. +3.521) EXIST. GAS (INV. EL. +3.091) EXIST. ELEC. (INV. EL. +2.171) OEXIST. GAS (INV.. EL. +1.42#) EXIST. 24" WATER MAIN (INV. EL. +0.43 ±) PROP. BY OTHERS 16" DIP SAN. SWR. (INV. EL. - 3.541) SEPARATION = 1.00 FT. MIN. PROP. 15" RCP (W. EL -6,00) IM- EXISTING FP&L, TELEPHONE AND OTHER EXISTING UTILITIY ELEVATIONS ARE APPROXIMATE. SANITARY SEWER ELEVATIONS ARE BASED FROM PLAN INFORMATION PROVIDED BY MIAMI -BADE WATER AND SEWER DEPARTMENT. 00 �V H� Cc W W = .3 cc W. H CO I I I 0o I �m 3+00 43 18 N. D i �I I 101.0 10.0 Z HIGH PT STA: 41+41.14 0 HIGH PT ELEV: 6.04 -- ____. -_ __ -.. -.� _._ _ _ _ _ __ -._ __ _ ___ -_ - - -`�� - 9.0 JW FDOT INDEX RIM. ELEVATION TO W. a RCP - -�- -- _ - -____ _ _ -__ _ _ __ _9 .0 STRUCTURE LO PT STA: 39 +46.57 RK1HT STRUCTURE TYPE ELEV: 6.15 STRUCTURE Z (E) 8,.p LO ___- PT ELEV: 4.35 _ LVC:353.45 USF 5130 -6619 200 3.85 -1.50 ELEV: 4.20 N R rn BOTTOM J 5 DIA. K: 43.76 $ to z LO 39+57 18.0 - . p Lvc: 75.007, CB -7 -6.00 + + SURVEY 6t COW BL PROPOSED N. cc� 6.0 + tLt #.� _ _ - -__ ___ cc --V 0 PROPOSED GRADE 1 109E -0.69X Z W . 5 >.0 --- - - - -- - 5.0 0.620 ,-�, �---- - _ G .._ _. Dom- _ . Ex15f - 5 0 E1 • � tE�• a2, - 2.0 • G� O�.-t�.4 1 .0 - _ _.__ -._ ___ _ _.__________.__._ ___ __ -- _________.�_____ __.____�_�__ ___ __ __ _. ______ -_ -- - ____________. -__- --- -__� -_ 1.0 s� -1.0 _ ____ __ __ ____ __�_ -_ -- - -- -_� _ _ _ _ _ _ _______ _ ___ _ _ ___ __ ______ ___.___ _ 1.0 -21.0 -3.0 -4.0 -5►.0 5.0 to 1rf r- <D 00 N Q N h O� 1� N N I7 O o0 O c0 1� M c0 O M d cV LL') LO in to I-00 40 +00 STORM DRAINAGE STRUCTURE TABULATION FROM STATION N0, OFFSET FRAME, GRATE AND FDOT INDEX RIM. ELEVATION TO W. a RCP STRUCTURE LEFT RK1HT STRUCTURE TYPE NO. STRUCTURE (N) (E) (S) (W) CB-7 39+57 18.0 USF 5130 -6619 200 3.85 CB -5 -1.50 -6.00 BOTTOM J 5 DIA. CB -8 39+57 18.0 USF 5130- 6619 BOTTOM "J" 5' DYL 200 185 CB -7 -6.00 NOTE: MINIMUM SUMP 2.0' (WP) DESIGNED RSN c4 *0 m w w Im. DATE 02/2007 DRAWN EH 111:1114 E1 � S DATE 02/2007 1800 Eller Drive, Suite 800 Fort Lauderdale, Florida 33318 CHECKED JM Phone: 954.921.7781 Fax 954.921.8807 DATE 02/2007 Certifloate of Authorisation 514 41+00 STORM PIPE TABULATION PIPE PIPE No. SIZE (IN) LENGTH (FT) MATERIAL CB8 -CB7 15 24 RCP CITY OF SUNNY ISLES BEACH, FL NE 172nd STREET ROADWAY IMPROVEMENTS 42 +00 PAVING, G RADING, AND DRAINAGE PLAN 43+0043- FLORIDA REGISTRATION No, 47810 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1" - 20' SCALE 1 " =20'__ PROJECT No _ 03 -4197 CAD FILE -- - - - - -- 3- 4197- C200- C205- STRM -P C202 IX 23 NEOPRENE GASKET CA. . HALF PIPE 24" MIN. OUTFLOW INFLOW i N � SIDE VIEW q 0 L PIPE DIA. W 1 (IN) W2 (IN) T (GAUGE) H (IN) 15" 21 " 24" 16 VARIES 18" 24" 30" 16 VARIES 21" 30" 30" 16 VARIES 24" 30" 36" 1.6 VARIES 30" 36" 42" 14 VARIES 36" 42" 48" 14 VARIES 42" 48" 54" 14 VARIES 48" 54" 60" 14 VARIES 54" 60" 66" 14 VARIES 1. KLU IANUULAK 51 KUU I UKL 2. ROUND STRUCTURE TABLE OF SIDEWALK THICKNESS NON- VEHICULAR AND RESIDENTIAL AREAS 4" AT DRIVEWAYS AND OTHER AREAS 6" TABLE OF SIDEWALK WIDTHS SINGLE - FAMILY AREAS 5' MULTI - FAMILY AREAS 5' OTHER AREAS AS SPECIFIED BY THE CITY ENGINEER. 4 ALUMINUM CLIP ANGLE 3"X3"XY "'WITH )" SLOT TYPE ARE REQUIRED. WELD TO THE CORRUGATED ALUMINUM PIPE. O W Z CL w (NEOPRENE GASKET. 0 0 O p I I p".1 SIDEWALK SHALL BE 4" THICK (NO WIRE MESH) EXCEPT IN DRIVEWAYS WHERE THE THICKNESS SHALL BE 6" x6" 10/10 WELDED WIRE MESH. TABLE OF SIDEWALK JOINTS LOCATION A. 20' -0 ". CENTER TO CENTER '*-l/?' ROUND CORRUGATED z ALUMINUM PIPE io TOP VIEW( OPEN BOTTOM 1 1. ALUMINUM SHEET OF SA1ME THICKNESS FRONT VIEW (GAUGE) AS PIPE. SHALL. BE WELDED TO AND SIMILAR STRUCTURES. CLOSE OPENING AT THE TOP. 2. BAFFLE SHALL BE AS MIANUFACTURED ON SIDEWALKS. BY SOUTHERN CULVERT OR ENGINEER'S WHERE SIDEWALK ABUTS APPROVED EQUAL. 3m 3. NEOPRENE GASKET (3/83" x 2 ") SHALL AND SIMILAR STRUCTURES 1.5* BE INSTALLED AT ALL BAAFFLES ON THE SIDES AND AT THE TOP. 4. POLLUTION RETARDANT BAFFLE TO BE ATTACHED TO STRUCTURIE W/ 3/8 "x4" "' STAINLESS STEEL "RED IHEADS ". 0.75" I 1n 5. MINIMUM INVERT ELEVATIION ON POLLUTION I-- RETARDANT BAFFLE TO BE 18" BELOW CONTROL ELEVATION, 6. ALL EXFILTRATION TRENCHES SHALL HAVE A POLLUTION RETARDANT• BAFFLE AT EACH CONNECTION POINIT TO A STRUCTURE (SEE EXFILTRATION TRENCH DETAIL). 7. FIBERGLASS BAFFLES ARE NOT PERMITTED. POLLUTIQU ,flE"TARDANT BAFFLE DETAIL p".1 SIDEWALK SHALL BE 4" THICK (NO WIRE MESH) EXCEPT IN DRIVEWAYS WHERE THE THICKNESS SHALL BE 6" x6" 10/10 WELDED WIRE MESH. TABLE OF SIDEWALK JOINTS LOCATION A. 20' -0 ". CENTER TO CENTER 3% P.C. AND P.T. OF CURVES. JUNCTION OF EXISTING AND NEW SIDEWALKS. * WHERE SIDEWALK .. CURBS, DROP CURB CONCRETE DRIVEWAYS, AND SIMILAR STRUCTURES. .B. 5' -0" CENTER TO CENTER ON SIDEWALKS. ,C• WHERE SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES *AT THE DISCRETION OF THE ENGINEER. FINISHED GRADE U) BACKFILL PLACED AND COMPACTED; Li - FOR COMPACTION IN TRAFFIC AREA, Q SEE ROADWAY SPECIFICATIONS, AND > - AND 90% MAX. DENSITY IN NON - TRAFFIC AREA. 6" MAXIMUM SIZE IN 12" LIFTS. N BACKFILL PLACED AND COMPACTED TO 90% MAX. DENSITY. c; $ g• BEDDING MATERIAL cn •p•b �C "p• MAX. WATER LEVEL PERMITTED DURING 12° PIPE 12" UNDISTURBED STABLE NOTES: CONSTRUCTION MAX. 0.0. MAX. ROCK OR MATERIAL 1. WHERE SOIL CONDITION CANNOT BE MAINTAINED AS SHOWN 6. BACKFILL MATERIAL SHALL BE NON- COHESIVE AND NON - ABOVE, PROVIDE APPROVED MEANS OF CONSTRUCTION. PLASTIC SOIL THAT IS. FREE OF ALL DEBRIS, LUMPS, WOOD 2. WHERE REQUIRED SHEETING AND SHORING SHALL BE IN BROKEN PAVING OR ANY ORGANIC OR UNSUITABLE MATERIAL, ACCORDANCE WITH THE LOCAL GOVERNMENTAL AGENCY, BACKFILL MATERIAL PLACED WITHIN 12" OF THE PIPE SHALL CONTAIN NO ROCKS OR STONES LARGER THAN 3 -1/2" INCHES 3. MUCK OR OTHER UNSUITABLE MATERIAL SHALL BE IN DIAMETER. NO ROCKS OR STONES LARGER THAN 6" IN COMPLETELY REMOVED. DIAMETER WILL BE PERMITTED IN THE REMAINING BACKFILL 4.. WHEN THE PIPE IS LAID IN THE PREPARED TRENCH, TRUE UNLESS OTHERWISE SPECIFIED. TO LINE AND GRADE, THE PIPE BARREL SHALL RECEIVE 7. TRENCH BACKFILL SHALL BE COMPACTED TO NOT LESS THAN CONTINUOUS UNIFORM SUPPORT. WHERE NECESSARY, 90 PERCENT OF THE MAXIMUM DRY DENSITY DETERMINED BY COURSE SAND, PEA ROCK OR 3/4" LIMESTONE GRAVEL AASHTO T -180. BACKFILL AND COMPACTION SHALL BE IN SHALL BE USED TO PROVIDE UNIFORM BEDDING. ACCORDANCE TO THE STANDARD ENGINEERING DESIGN 5. JOINTS MAY BE REQUIRED TO BE WRAPPED AT THE REQUIRED BY THE LOCAL GOVERNMENTAL AGENCY. DISCRETION OF THE DISTRICT AND THE SITE CONDITIONS. TRENCH EXCAVATION DETAIL 8" 6" EDGE OF PAVEMENT 2" RAD. TRAFFIC SIDE 4000 PSI. CONC. (MIN.) a 4 ASPHALT PAVEMENT a 4 v . LIMEROCK BASE LBR 100. J \- COMPACTED SUBGRADE LBR 40. COMPACTED 98% AASHTO T -180 COMPACTED 95% AASHTO T -180. TYPE "D" CONCRETE CURB inn 0 7w 0 A 2.00' DROP CU,R13 TYPE "A" JOINT P.T. CONCRETE SHALL HAVE A COMPRESSIVE �%% STRENGTH OF 3000 PSI AT 28 DAYS / A UN 5.0' MIN. 2.00' Y ". PER FT. SLOPE 6" 1' -6" N SI EW LK EXI TIN SI EW 1 � TYPE "B" JOINT 'T•' n \ , P.C. r w TYPE A JOINT SECTION "A' SUBGRADE TO BE .� PLAN COMPACTED TO 959E A PER A.A.S.H.T.O. T -180 ° 12" COMPACTED SUBGRADE UMEROCK BASE COURSE ° 4 ° LBR 40, COMPACTED 95% AASHTO T -180 LBR 100, COMPACTED 98% AASHTO T -180 `" R. . �" .R•• t TYPE "F" CONCRETE CURB AND GUTTER • . a ° W" PREMOLDED W PREMOLDED EXPANSION JOINT EXPANSION JOINT MATERIAL MATERIAL TYPE A P.E. PE 'C' (SAWED JOINTS) (EXPANSION JOINTS) (EXPANSION JOINTS) \°` N SIDEWALK CO,WTRWTION DETAIL. _ 2 " -0" E4" MIN. LIMEROCK CURB PAD COMPACTED TO 98% 2' VALLEY GUTTER T-1 DENSITY PER AASHTO T -180, LBR 100. DESIGNED B.H. DATE 02/2006 DRAWN B.H. DATE 02/2006 CHECKED S.H. DATE 02/2006 C" CIwdw & Af:OCisiss., Im4 b 1800 Mar Drive, Suite 600 Fort Lauderdale, Florida 33316 Phone: 954.921.7781 Fax 954.931.8807 Certificate of Authorization 514 CITY OF SUNNY ISLES BEACH, FL NE 172nd STREET ROADWAY IMPROVEMENTS SOUTH NORTH R 50' R/W R e 5' 2' 12' 12' 12' 2' 5' SWK. DRIVE DRIVE DRIVE SWK. SU VEY ¢ 18' TYPE "F" I TYPE "F" CURB CURB 2X �1 inn SECTION A -A 4a"M R 55' R/W i 22' 2' 12' 12' 2' S' DRIVE DRIVE SWK. V SURVEY ¢ ARIES 5' VARIES -SEE PLAN 18' E PLAN SWK. TYPE "F'I TYPE "F" i CURB CURB. I2X 1 2% p 4" THICK ::• •- CONCRETE 4" THICK :} :. SIDEWALK CONCRETE n n SIDEWALK SECTION B -B (D 1142" ASPHALTIC CONCRETE TYPE S -III, IN TWO V4" LIFTS. �2 8" SHELLROCK BASE COURSE COMPACTED TO A DENSITY OF 987. OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T -180. (MIN LBR 100). U3 12" COMPACTED SUBBASE TO 98% DRY DENSITY PER AASHTO T -180 (MIN LBR 40). SOUTH EDGE OF SOUTH R 24' PAV11IT. R 1.5' 1 5 15.5' SWK. I ~- BERM AREA 4" THICK CONCRETE Log IV) 0 N TYPE "F" CURB EDGE OF 24' FA -'` EL. 2.50 �►I .. 6' WIDE BY 20' LONG 3/4' 1.50 ` WASHED ROCK ' .`..,•'• , WRAPPED WITH 4" THICK CEO-TEXTILE (TYP) CONCRETE SECTION C-C sIDEwALK SECTION D -D TYPE F CURB & GUTTER , 6.0' DRIVFWAY 6_fl' :DROP CURB DRIVEWAY PLAN T.O.0 6.0' -TYPE F HANDICAP CURB & RAMP- GUTTER DROP CURB TRANS. (SEE DETAIL) DROP CURB. DETAIL ELEVATION PAVING AND GRADING DETAILS 6.0' TRANS. TYPE F' CURB & GUTTER TYPE F CURB & GUTTER TYPE "F" CURB FLORIDA REGISTRATION No. 47810 N.T.S. PROJECT No 03 -4197 CAD FILE 03- 4197- C- STRM -DETL SHEET C203 23 HANDICAP RAMP /31A 3% TRANS. DROP CURB TRANS. :DROP CURB DRIVEWAY PLAN T.O.0 6.0' -TYPE F HANDICAP CURB & RAMP- GUTTER DROP CURB TRANS. (SEE DETAIL) DROP CURB. DETAIL ELEVATION PAVING AND GRADING DETAILS 6.0' TRANS. TYPE F' CURB & GUTTER TYPE F CURB & GUTTER TYPE "F" CURB FLORIDA REGISTRATION No. 47810 N.T.S. PROJECT No 03 -4197 CAD FILE 03- 4197- C- STRM -DETL SHEET C203 23 0 0 SOUTH SHORE ESTATES x ( (P.B. 52 PG. 69 D.C.R.) I SOUTH SHORE ESTATES EXISTING OUTFALLJ I I I I (P.B. 52 PG. 69 D . C. R .) STRUCTURES TO REMAIN —x_x x x x x `-- --- +y"•' � SILT BARRIER FENCE L= 835.00' _- -- -- -- - - - I o +a' o ^ a° � 1 .�'� ,y� 12' TEMPORARY CONSTRUCTION EASEMENT to t`� + t a` �. I + a' +�' �h ri + f - I + 0 -p -W ? y RIGHT-OF-WAY ° x x— x— x --- x x— x x -- x— x— x x k • ^q •. ,\ a .n _., ,► C , . ,A a F 'e 'p "1. •' •:. a f. a A D' 'h •.h.- '• ,, .,- ... c. '(•, a' a • O 'q 'A' .• _.p ,' T. . a '! .> . \ '•p,. .' \h \ .p .• 4 .1..A ,° O •b '>, .l ,. a a \ \ - '> ' >. .:> 'r. 4 \ 'O 4c .a a b ► p ,,- , \ ". , "A. '.1 ♦ \ .b . ,:> ^• w h' b' i,! b' 'b. -' v. A b' '.r a' �'_b 4 4 J• ab' :> a h' '.> "!S be `L s 4' '>. P 44131 + ' a• j * �' + ' _ ' t gy +^�' r' +`'� 28 +50 a 9+00 0 29 +50 _ �� 30+00 �o a0 30 +50 ky 31 +00 kp — 31 +50 � — 32 +00 �� _ 32 +50 �6 3 +00 _ �,� _ 0 — ,-- a }—.`` —+ �..�_ �_.,�— —do- �T —1 +— _ + SURVEY & CONST. �� SURVEY & CONST. R W 0� ` / +a' + �� {'�' +y CY ; .e i,s • }� .: ` � a . + n a . '- -SY,�- A r- h t� 4 \ \. ♦., .\ .1 � t + + + } + t n V +` 5VJ —V0 - -sVJ— VJ-- -- -SV0 J- -5VJ + . ✓V $ + r b a 4 O A .\ 6 a i b + •° C'.a A • •,i ,` .w \ w.h •• a \a 4 1 h ':/ h :.1 '♦ T ♦ A 'd' \ \T ♦ C l! ,► , + y ♦, ° ` \ ._ � ,; -•• ' h \ a \` b •.` • > I ' a a n d , ° p a ..a h s •> ° i a. \`.; • A, r•,{, . a \ a \' °'♦ +yb a ra ♦ •' Eh� P. . ° d n a b +7 i :h 4. ♦ ` a •e ` a b s e'a� +SS SEE SECTION D -D +, •�� �, ST RIGHT -OF -WAY ONE PACK (TYP) t +"'' SEE SECTION D -D �. +' +s`? +'' 1 �,'� CY I _ —. te-- k' +a° �, 12 TEMPORARY CONSTRUCTION EASEM �1 +"'k +a° �. 6 I ah a1 �a +ati i•'S + _ wa +A +4b b +,y. +�6 �a t A + + SILT BARRIER FENCE L= 721.00' BEGIN y IE CONST. k 2440' GRAVEL WASH AREA 4'1� STA. CONSTRUCT WITH 8" OF FOOT NO. 1 COARSE AGGREGATE 27 +70 (1.5 " -3.5" STONE) FOR SITE ENTRANCE OR EXIT I FUTURE FIRE STATION LEGEND: EXPANSION CONFLICT POINT II ( I I I ►� PROP. WATER VALVE EXISTING FIRE STATION ".. EXISTING WATER VALVE PROPOSED FIRE HYDRANT t� +�1 +a� 12 T MPORARY CONSTRUCTION EASEMENT I 20.00' I SILT BARRIER FENCE L= 59.00' SILT BARRIER FENCE L= 121.00' �, + .,`} EXISTING FIRE HYDRANT. I + a �ak 0) 0 PROPOSED MANHOLE 8 x ® PROPOSED YARD DRAIN y a m RIGHT -OF -WAY # a +k ^sa p -OF-WAY EXISTING MANHOLE ♦ '.>. ,a ♦ s• Vh r► -1.' ° ° o \h. •h r► '., _ _ ° e P. \' b ':> a a '77'T" ., .�. .�_ 'e . :r 'r. ♦ ,, 4 \. .4.. .a' , '• 't. ^.• T.O.B. TOP OF BANK - .A .' \\ '!. 'e Y•.. '. .. .d ,a •b'♦'\ 1, .•- .,' .� •,e �, `A. ♦ .♦ .♦ .,''h ,•a '• Jp n; w: ,A e'\ Ci. ,° ,ti d L •n + +p •'• .+ p h' •\ h 'p y.\ '6 ,.h.. . •►.. 0 'i J ♦- , { ♦ A , A A 'h \ ..,0 -' \ '!. " R. •' ^l •"' -r' r. ,l 6 \ '4 '.A '. '.e p . a , P- 'Y. •''R P . d a h LT' 'I w T E.O.W. EDGE OF WATER aa31+ ' 31 + ' + + +�' 12 .k� +a. + - 1 + ' 1 �a �o� +y"' p MLR METAL LIGHT POLE M M ya —�.M — �"�:M4— +s -er- +t. ry W NpPR WOOD POWER POLE +y. + : « +k -- - +vi' +a• + + + t T t --ld� ' 'J_ ----- ioJ ��� �� j - --4d.4 :IdJ CGP CONCRETE GUIDE POLE - ----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 ELEV ON FEET NGVD �'h• L �'� _,1-a• —, _:—I ._. .^ a• tea• ...},. — ..�.�— _ •�'� -4 _+ .,t°' 1 -SURVEY & CONST. ! : • , • • : SURVEY & CONST, SURVEY & CONST. M • • V M � PROPOSED CATCH BASIN • . • • . • ° EXISTING CATCH BASIN - '•'; -- ---SVJ VO --$VJ —SbJ \ . , a : ' `" - -SVO ' --SV'J - -CVO � —SV9 '--SVJ --SVJ � --- ---SVJ --Sd'J ---SVJ V`J VJ -- --`�V9 '-- -5�,� —'VU - -SVJ --SVJ --5VU - --SV`J SV �� �•� —SV:! ,,� + •y. �. ` EXISTING POLE ANCHOR ,;' r.p.. - ".• . 4 . '�+ r•; ., w•rk v.h' • :.: , . , . , 4 . a• ` ,� ° •\ `'� - •t •, .> „ ` • ♦ . , +. , a \ ' ` . •� - •., . .> , . , . , , , •. \ , ,� . >, ,, , ., - <„ >- EXISTING CONC. POLE ,a..•h. :► ..* '., :., ,J rs .•r•, "' %►- _�•..{., a , r�. . %> • %> ` "► . .• \.,.•. ,n.,n �1'h '...'"'lp- •., ►.. `° ,+ y\ `'s\.,.n.!, >• r.,_., CP '► 4,�.h•. ` r'.e•h •�� R \. . \•• \ ' ,s „� `'a' bT• r l ►,- .� • ,.\ ,d • • \-. •o. .; ., h,• ..� •. ,a "' ,a \ AR ' . k . + \ '.` •\ •. •6 ,. 'S .e 'a'. .\ • 7 � • • \• :, 'S> r .► ". A \ •\ �, ''' a w 'n'• .\ , %•, it w' .Y� • ♦ . t w ♦ h \ '! _•. r a •b•. .h -. � rry T + 1 + 7 EHH EXISTING ELEC. BOX /ELEC. HANDHOLE �TnuE a� b ¢ . \,. � >«a TIP HAY a �, a •0 • o �❑ • •07YP. •HAY � �' SEE SECTION D -O �4 -OF -WAY a`? ° I - } 1 ;>;� : EXISTING LIGHT POLE Lp ?-wpP EXISTING WOOD POWER POLE +' + + ti 5 a a o e+ >k, a. a ,1'y. ®co PROPOSED CLEAN OUT �a +"'o PROPOSED 4" CONCRETE SIDWALK p + +a 12' TEMPORARY CONSTRUCTION EASEMENT o I REO'D HAY BALES REO'D HAY BALES I �• ...r� l.. ' s ': h r'' 3 ' 8 HAY BALES WOOD OR 8' TO 10' PROPOSED 6" CONCRETE DRIVEWAY PER INLET STEEL POSTS T_ e y4 C'4 j 1'x2'x3' EA. ROADWAY WIDENIG I A Q I I �N ASPHALT PAVEMENT RECONSTRUCTION h b TOWN CENTER PARK �IJ FILTER I FABRIC BRICK PAVER y� � N INLET. ° -0— -0- SILT BARRIER FENCE LO a� - TOWN CNTER SARK ff rn TURBIDITY BARRIER PLAN VIEW ° � + y!L a SRI BAR FENCE L� 2.00' SILT BARRIER FENCE L= 78.00 a HAY BALES INLET. BACKFILLED EXIST. GROUND HAY BALES TRENCH FILTER FABRIC MATERIAL ' - - / (FOR ADDITIONAL STRENGTH, _ yo / o y`? FILTER FABRIC MATERIAL CAN • . h + BE ATTACHED TO A 6 -INCH MAX. 14• •. a L . , w ► ,'p -e •• . ;,• , ^a.a • .�,.\ ,'i�. •i. > ". ..'. a n, ,► ,"a \ ''' '4'\ s , ° ` , ',,a. h i'•e ._• °'r♦ :•► ;► ► - ►• • a b, ° a, \ 14, : ♦ .`!.h .'t,h \ °'r, n ' o. -- -5 MESH WIRE SCREEN WHICH HAS ® _ •', i• h • t . a , s ° \ ' ` s �M1P 'll4 IQ? - ^x. : o s \ \ • a I+ $�° • • FILTER a ° � _ 9, FABRIC. BEEN FASTENED TO THE POSTS) ..M I ELEVATION _ +�_ +" --M- SECTION A —A T _ a� ,J� '� INLET DRAINAGE STRUCTURE wooD OR FILTER NEOe o MATERIAL of usED a STEEL POSTS M 40 +pp - 40+50 41 +00 _ 41 +50 42 +00 •,� y 43 +00 43 18 Y/ + THE WIRE MESH. +h ANCH0�2 HAY" BALES WITH }� '— SUR -1i t CONST. ! ' -+ ND OF STAKES PER BALE GRAPHIC SCALE 24'00' GRAVEL WASH AREA . APPROXIMATELY 8" OF FILTER •� ��•� FABRIC MATERIAL MUST EXTEND 0 10 20 40 CONSTRUCT WITH 6 OF FDOT CON TRUCTION 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 --- - -SV'J Cl/' x w WITH COMPACTED BACKFILL MATERIAL. (1.5"-3f STONE) FOR SITE $T 42 +60.00 J ENTRANCE OR EXIT w+ a a ► A y"' RU _ N OFF ( IN FEET ) W. r. ♦j k ' y,'k' .t,. Yh •► '.,' T. 4. w ,a 'p .\ \ !• •> 'i, - ♦, '►. ,h• r.T 'I•' .�, » h ♦ ♦ h: . ,'•' .,'• . ► �\ • •. • a u s • ° h \' h 9.{+ e. y •� 1 q •p To. fNY. c tyh • ,?o` +\ I CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 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 RIGHT -OF -WAY AND`' SECTION I PROPOSED BACK 4 POLLUTION PROTECTION IT'S THE uWI OF SIDEWALK y`� I 14M -432 -4770 READ HAY BALES L= 221.00 13.00 + _ AROUND DRAINAGE STRUCTURES SILT BARRIER FENCE SUNSHINE STATE ONE CALL OF FLORIDA INC. DESIGNED /20 C ie,CAX"aSAstocimemIm. CITY OF SUNNY ISLES BEACH, FL STORM. WATER POLLUTION JOHN M "". N 111 -201 SHEET DATE o2 /ZOO7 I ems.....,.. FLORIDA REGISTRATION No. 47810 -_� - DRAWN EH r ♦ Drive. PROJECT No 18 DATE 02/2007 Fort Lauderdale, Florida 93318 NE 172nd STREET PREVENTION PLAN C _03 — 41971 C400 - - -. _ —_ -- - -- - I !_ _- _ i - - Y [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 T 3- 4197- C200- C205- STRM -PL OF 23 mmmmmmmmmmmmoffmmmmmmm� STORM WATER POLLUTION PREVENTION PLAN SITE DESCRIPTION GENERAL 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED THE 67 CUBIC YARDS OF STORAGE AREA PER ACRE DRAINED DOES NOT HAZARDOUS PRODUCTS THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH * SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO PROJECT NAME AND LOCATION: NE 172nd STREET C" 6iord�no l��ocistlsesi, lnc• M:PIFLORIDA `1800 Biller Drive, Suite I;oo Fort Lauderdale, Florida 38316 Phone: 954.921.7781 Fax 954.921.8807 B cerclrioate of Quthorlsation 514 BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS HAZARDOUS MATERIALS. SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND CITY OF SUNNY ISLES BEACH THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. MIAMI, (DADE COUNTY). REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE * PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT + THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT, OWNER NAME AND ADDRESS: CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT- DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT RESEALABLE• AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 CITY OF SUNNY ISLES BEACH ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB, 18070 COWNS AVENUE SUNNY ISLES BEACH, FLORIDA 33160 CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL * ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED, THEY WHICHEVER COMES FIRST. OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE SEDIMENT .COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS CONTAIN IMPORTANT. INFORMATION. *DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES DESCRIPTION: REQUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL MUST BE REMOVED UPON FINAL STABILIZATION. BY PROMPTLY REPAIRED. PROJECT CONSISTS OF THE RECONSTRUCTION OF THE NE 172nd STREET THE SYSTEM INTO OPERATION. UP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED 70 RECONCENTRATE * IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL TO INCLUDE DRAINAGE SYSTEM. AFTER RELEASE. AND STATE RECOMMENDED METHODS FOR FOR PROPER DISPOSAL WALL BE * TEMPORARY AND PERMANENT SEEDING AND PLANING WILL BE INSPECTED FOLLOWED. FOR BARE SPOTS, WASHOUT'S, AND HEALTHY GROWTH. SEQUENCE OF MAJOR ACTIVITIES: 5. STOCKPILING MATERIAL NO EXCAVATED MATERIAL SHALL BE STOCKPILED OTHER CONTROLS PRODUCT SPECIFIC PRACTICES * A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH SOIL DISTURBING ACTIVITIES IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT . INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY THE SITE INTO ANY ADJACENT WATER BODY OR STORM WATER COLLECTION THE FOLLOWING PRODUCT SPECIFIC PRACTICES WALL BE FOLLOWED ONSITE: INSPECTOR IS ATTACHED. SOIL DISTURBING ACTIVITIES WILL INCLUDE, CLEARING AND GRUBBING, FACILITY. WASTE DISPOSAL IF APPLICABLE): PETROLEUM PRODUCTS THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER S ANY FEDERAL, A STABILIZED CONSTRUCTION ENTRANCE, THE EXCAVATION FOR dl NCF OF MAJOR ACTIVITIES: ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AND EROSION THE PROPOSED CULVERT CROSSING, CONSTRUCTION OF THE PROPOSED THE PR P ROADWAY AND DRAINAGE SYSTEM. 1. INSTALL EROSION AND SEDIMENT CONTROL MEASURES. 6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODIBLE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF PLANS, OR STORM WATER MANAGEMENT PUNS.. SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION WASTE MATERIALS LEAKAGE. PETROLEUM PRODUCTS WALL BE STORED IN TIGHTLY SEALED THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM 2. EXCAVATE EXISTING PAVEMENT AND SIDEWALKS. AND FLUNG OPERATIONS SHALL BE MINIMIZED. CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM RUNOFF CURVE NUMBERS: CN 90 3. COORDINATE WORK WITH UTILITY CONSTRUCTION BY OTHERS. 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE COLLECTED AND STORED IN A SECURELY UDDED METAL DUMPSTER. THE USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF TERMINATION IS SUBMITTED THE REPORTS SHALL IDENTIFY ANY INCIDENTS 1. PRE- CONSTRUCTION 2. DURING CONSTRUCTION 85 4. CONSTRUCT DRAINAGE. SYSTEM DIRECTLY OFF -SITE SHALL BE PROTECTED FROM SEDIMENT-LADEN STORM DUMPSIER TILL MEET ALL LOCAL AND STALE SOLID WASTE MANAGEMENT RECOMMENDATIONS. OF NON - COMPLIANCE. 3. POST-CONSTRUCTION 93 RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS REGULATIONS. THE OUMPSTER WALL BE EMPTIED AS NEEDED AND THE FERTILIZERS 5. CONSTRUCT ROADWAY AND .DRIVEWAYS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL. ALL FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS * THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO BLS' REFER TO THE GE07ECHICAL REPORT 6. COMPLETE SIDEWALKS AND LANDSCAPE. S. OUST CONTROL: AREAS OPENED BY CONSTRUCTION OPERATIONS PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERilUZER WALL WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE 7. REMOVE SEDIMENT FROM EXISTING DRAINAGE PIPES; AND EXISTING WELL AND THAT ARE NOT ANTICIPATED TO BE RE- EXCAVATED OR DRESSED AND PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. REPORT. SITE MAPS: REFER TO CONSTRUCTION PLANS 8. REMOVE EROSION AND SEDIMENT CONTROL MEASUIRES. RECEIVE FINAL TREATMENT WITHIN 30 DAYS SHALL BE STABILIZED. PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A * PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE 9. TEMPORARY. SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT THE DAY -TO -DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEALABLE PLASTIC BIN TO AVOID SPILLS. RESPONSIBILITIES WALL RECEIVE TRAINING FROM THE SITE. SUPERINTENDENT. THEY WALL BE TRAINED IN ALL THE INSPECTION AND SITE AREA: 1. TOTAL AREA OWNED: 1.87 ACRES FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE SEEING THAT THESE PROCEDURES ARE FOLLOWED. PAINTS MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER, LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. HAZARDOUS WASTE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING NON -STORM WATER DISCHARGES 2, AREA TO BE DISTURBED: 1.90 ACRES 10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES TIMING OF CONTROLS/MEASURES SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE CONCRETE TRUCKS WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: SUITABLE METHODS IF .REQUIRED TO ASSURE OPTIMUM. GROWING MANUFACTURER. SITE PERSONNEL WALL BE INSTRUCTED IN THESE CONCRETE TRUCKS WALL NOT BE ALLOWED TO WASH OUT OR DISCHARGE CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. * WATER FROM WATER LINE FLUSHING NAME OF RECEIVING WATERS: AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT TEMPORARY GRASSING SHALL SE THE SAME MIX d: AMOUNT REQUIRED MANAGES DAY -TO -DAY SITE OPERATIONS,WILL BE RESPONSIBLE FOR * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR PROJECT SITE IS A FULL RETENTION FENCES AND HAY AND BALES, TURBIDITY BARRIERS, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR .GRADING OF ANY OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHAILL BE INITIATED AS SOON LAS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE IEMPORARILY OR PERMANENTLY FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS. 11. TEMPORARY REGRASSING : IF, AFTER 14 DAYS FROM SEEDING, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND SEEING THAT THESE PRACTICES ARE FOLLOWED. SANITARY WASTE ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS SPILL CONTROL PRACTICES HAZARDOUS MATERIALS HAVE OCCURRED . ) *UNCONTAMINATED GROUNDWATER FR (FROM DEWATERING EXCAVATION). ALL NON- STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT CONTROLS IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN THE THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND TURBIDITY CEASED. ONCE CONSTRUCTION ACUITY CEASES PERMANENTLY IN AN ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WALL BE COLLECTED FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND BASIN PRIOR TO DISCHARGE. PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON PLACEMENT AREA, THAT AREA WILL BE STABILIZED PEIRMANENTLY IN ACCORDANCE WITH THE PLANS. AFTER THE ENTIRE SITE IS .STABILIZED, VEGETATIVE COVER. AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL. WASTE DISPOSAL CLEANUP: OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING THE PLAN HEAPS AND . THE EARTH DIKE /SWALES WILL BE REGRADED/REMOVED 12, MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WALL BE CONTRACTOR'S CERTIFICATION IS PROVIDING THE PROPER PROTECTION. AS REQUIRED BY FEDERAL, STATE AND STANJZED IN ACCORDANCE WITH THE EROSIiON do TURBIDITY CONTROL CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE OFFSITE VEHICLE TRACKING CLEARLY POSTED ON SITE AND SITE PERSONNEL WALL BE MADE AWARE OF AND LOCAL LAWS. REFER TO "CONTRACTORS RESPONSIBILITY FOR A WRITTEN MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP I CERTIFY UNDER PENALTY OF LAW THAT i UNDERSTAND THE TERMS AND DESCRIPTION OF THE CONTROLS ,THAT MAY BE IMPLEMENTED. FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. A STABILIZED CONSTRUCTION ENTRANCE WALL BE PROVIDED TO HELP SUPPLIES. CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER ENDANGERED SPECIES AND CRITICAL HABIITAT STORM WATER MANAGEMENT 13. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF TO THE SITE ENTRANCE WILL BE SWEPT AS NEEDED TO REMOVE ANY EXCESS MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE THE PROJECT STORM WATER MANAGEMENT SYSTEM IS BASED ON THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. THE EXISTING DRAINAGE WELL. 1, ' W�TDANGERED SPECIES ON SITE? NO OFFSITE FACILITIES. MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A INCLUDE BUT NOT BE LIMITED TO BROOMS, OUST PANS, MOPS, RAGS, 2. ARE THERE CRITICAL HABITAT ON SITE? No 14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY TARPAULIN. GLOVES, GOGGLES, LIQUID ABSORBENT (i.e. KITTY UTTER OR EQUAL), IF YES TO EITHER QUESTION, PLEASE EXPLAIN, CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST PROVIDE BOTH LONG -TERM VEGETATION AND RAPID GROWTH SEASONAL SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. FOR THE PROJECT. AREAS WHICH ARE NOT TO BE CONSTRUCTED ON, BUT INVENTORY FOR POLLUTION PREVENTION PLAN WILL BE REGRADED SHALL STABILIZED IMMEDIATELY AFTER GRADING IS VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. COMPLETE, WHEN CONSTRUCTION IS COMPLETE, A TOTAL OF 0.90 ACRE MALI. OR SODDED. THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE v < BE REGRADED. FLOATING TURBIDITY BARRIERS WILL STRUCTURAL PRACTICES (IF APPLICABLE): PRESENT ONSITE DURING CONSTRUCTION: THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL ix BE USED TO INTERCEPT SEDIMENT BEFORE ENTERING THE OFFSITE CONTROLS WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM DRAINAGE SYSTEM. THIS IS IN ACCORDANCE WITH THE REQUIREMENTS SET 1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE X❑ Concrete © Fertilizers © Wood CONTACT WITH A HAZARDOUS SUBSTANCE. IT IS THE CON'TIR►CTORS RESPONSIBILITY TO IMPLEMENIT THE EROSION AND FORTH BY FEDERAL, STATE AND LOCAL REGULATIONS. TURBIDITY CONTROLS AS.SHOWN ON THE GRADING, ORtAINAGE dt EROSION THE USED TO DIVERT RUNOFF THROUGH A SEDIMENT- TRAPPING FACILITY, ©Asphalt Petroleum Based Products ®Masonr Blocks % ss CT CONTROL PLAN, IT IS. ALSO CONTRACTORS RESPONISIBILITY TO ENSURE � SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE z THESE CONTROLS. ARE PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT TURGID OR POLLUTED 'WATER 1 FROM LEAVING THE X❑ Tar Q Cleaning Solvents Q Roofing Materials APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE TIMING OF CONTROLS /MEASURES PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROr" AND TURBIDITY 2 TEMPORARY SEDIMENT WRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN ® Detergents ® Paints ® Metal Studs SIZE OF THE SPILL. CONTROLS SHOWN ON THE GRADING, DRAINAGE & EROSION I CONTROL PLAN AND A DRAINAGE WAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF REFER TO " CONTRACTORS RESPONSIBILITY FOR THE TIMING OF ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED, T(O ENSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION. AND TURBIDITY CONTROL DISCHARGE FROM A DISTURBED AREA. - --- -_- --__�_ -- -- THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO CONTROL /MEASURES. REQUIREMENTS, THE FOLLOWING BEFIT MANAGEMENT IPRACTICES WILL BE THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP IMPLEMENTED BY THE CONTRACTOR AS REQUIRED BY THE GRADING, DRAINAGE & EROSION CONTROL PLAN AND AS REQUIRED TO MEET' THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT SITE ISY T!# REGULATORY INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION DIKE: SPILL PREVENTION THE. SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF. THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. CERTIFICATION OF COMPLIANCE WITH MATERIAL MANAGEMENT PRACTICES FEDERAL, STATE AND LOCAL REGULATIONS AGENCIES. A. BLOCK d: GRAVEL SEDIMENT FILTER - THIS PROTECTION IS APPLICABLE WHERE HEAVY FLOWS AND /OR WHERE AN OVERFLOW THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY -TO -DAY SITE IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORM CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PON DNG AROUND USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. WATER MANAGEMENT AMID EROSION AND TURBIDITY CONTROLS, THE FOLLOWING THE STRUCTURE. MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. HE /SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO PERMITS HAVE BEEN OBTAINED EROSION AND SEDIMENT CONTROLS WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE SFWMD PERMIT # STABILIZATION PRACTCEs (IF APPLICABLE): B. GRAVEL SEDIMENT TRAP -THIS PROTECTION IS APPLICABLE WHERE GOOD HOUSEKEEPING INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE � z v HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL NPOES PERMITS 1. HAY BALE BARRIER: HAY BALE BARRIERS CAN K USED BELOW DISTURBED PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE DURING THE CONSTRUCTION PROJECT. PERSONNEL WALL BE POSTED IN THE MATERIAL STORAGE AREA AND IF AREAS SUBJECT TO SI T AND RILL FRONTON WITH THE FOLLOWING UMITATIONS: INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED APPLICABLE,. IN THE OFFICE TRAILER ONSITE. v A. WHERE THE MAXIMUM SLOPE 'NIEHIND'THE 13ARFRIER IS 33 PERCENT. AREAS. * AN EFFORT WALL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO POLLUTION PREVENTION PLAN CERTIFICATION B. N MINOR SWALIS OR DITCH LIMES WHEK .THE MAXIMUM CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. C. DROP INLET SEDIMMT TRAP - THIS PROTECTION IS APPLICABLE WHERE DO THE JOB. MAINTENANCE/INSPECTION PROCEDURES I CERTIFY UNDER PENALIY'OF LAW THAT THIS DOCUMENT AND ALL C. WHERE EFFECNENESS IS REQUIRED FOR LESS THAN 3 MONTHS. THE INLET DRAINS A RELATIVELY FLAT AREA (S < SX) AND WHERE * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN 0. EVERY EFFORT SHODU) BE MADE TO LIMIT THE IUSE OF STRAW BALE SHEET OR OVERLAID FLOWS (Q < 0.5 CFS) ARE TYPICAL. THIS METHOD MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES ACCORDANCE WITH A SYSTEM DEIGNED TO ASSURE THAT QUALIFIED BARRIERS CONSTRUCTED IN LIVE STREAMS ORt IN SWALES WHERE SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH ROOF OR OTHER ENCLOSURE. THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION THERE IS THE. 0OSSIBIUTY OF A WASHOUT. IF NECESSARY, MEASURES AS IN STREET OR HIGHWAY MEDIANS. USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO SHAD. BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE AGAINST *PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR WASHOUT. ORIGINAL MANUFACTURERS LABEL NO MORE THAN 5 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME GATHERING THE INFORMATION, THE NNFORNATION SUBMITTED 1% TO THE REFER TO EROSION CONTROL DETAILS FOR, CONSIRUC:TNG THE HAY BALE 3. INLET AND OUTLET PROTECTION: APPLICABLE TO THE OUTLET OF THE CULVERT WITHOUT WRITTEN PERMISSION FROM THE (ENGINEER. BEST OF MY KNOWLEDGE AND BELIEF, 1RUL ACCURATE, AND COI�LEIE. I BARRIER. ALSO RIFER TO THE GRADING.- DRAINAGE & EROSION CONTROL AND CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION WATER * SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, AM AWARE THAT THERE ARE SICNFICANT PENALTIES FOR SUBMITTING FALSE PLAN FOR PROPER LOCATION & SEDIMENT PROBLEM TO THE BODY. TUBIDITY BARRIERS BY THE MANUFACTURER. THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR <_ INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR 2. SILT FENCE' ARE TO BE INSTALLED UPSTREAM AND DOWNSTREAM OF WIRE CONTROL SOMEONE APPOINTED BY THE SUPERINTENDENT AT LEAST ONCE A WEEK AND tG�f KNOWING VIOLATIONS. A. USE PRINCIPALLY IN AREAS WHERE SHEET OR RILL FLOW OCCURS. STRUCTURE AND CULVERT CROSSINGS AS SHOWN ON THE PLANS. * WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING FOLLOWING ANY STORM EVENT OF M25 INCHES OR GREATER. S. INSTALL ALONG A LEVEL CONTOUR, 90 WAIER DOES INOT POND MORE THAN 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE OF THE CONTAINER. ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING 1.5 FEET AT ANY POINT. LOCATIONS, THE PROPOSED STORM WATER PONDS (OR TEMPORARY ORDER., IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF C. NO MORE THAN 1 ACHES, 100 FT., OR Q5 ofs OF CONCIENIRAIED FLOW SHOULD PONDS) WALL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE ' MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WALL REPORT. DRAIN TO ANY POINT ALONG THE SILT FENCE. SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 67 CUBIC YARDS OF BE FOLLOWED. D. AM ENDS- OF FENCE UPHILL: STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. BUILT UP SEDIMENT WALL BE REMOVED FROM SILT FENCE WHEN IT HAS E. PROVIDE AREA 8E4NND THE FENIX FOR RUNOFF 701 POND AND SEDIMENT THE VOLUME OF THE BASIN AT CLEAN OUT SHALL BE 22 CUBIC * THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS ONSITE REACHED ONE -THIRD THE HEIGHT OF THE FENCE. TO SETTLE. YARDS PER ACRE. RECEIVE PROPER USE AND DISPOSAL. F. SELECT FL1ER FABRIC WHICH RETAN -85 PERCENT OF THE .SOIL, BY HEIGHT BASED ON SIEVE ANALYSIS, OJT IS NOT FINER THAN EOS70. - DESIGNED /20 DATE 02/2007 C" 6iord�no l��ocistlsesi, lnc• M:PIFLORIDA `1800 Biller Drive, Suite I;oo Fort Lauderdale, Florida 38316 Phone: 954.921.7781 Fax 954.921.8807 B cerclrioate of Quthorlsation 514 CITY OF SUNNY ISLES BEACH, FL NE 172nd STREET ROADWAY I M' R 0 VE ME N T S STORM WATER POLLUTION PREVENTION NOTES APPROVED., JOHN REGISTRATION No. 47810 �,,�. SCALE N .T. s SHEET 0401 OF 23 _ -- [NO ��" 02/2007 PROJECT Nc 03- 4.19 CHECKED JM DATE 02/2007 CAD FILE 03- 4197- C400- C205- ER0S.DWG - DATE RNIS�N BY NO DATE REVISION BY I DESIGNED B.H. DATE 02/2006 CHECKED S.H. DATE u REVISION BY I DATE 02/2006 C".C*r& 0:�-pl0 "Im• CITY OF SUNNY ISLES BEACH, FL vwpwf pbnnm 1800 Cher Drive, Suite 800 NE 172nd STREET Fort Lauderdale, Florida 33318 Phone: 954.921.7781 Fax 954.921.8807 ROADWAY IMPROVEMENTS Certificate of Authorization 514 V H w LU -W W Q O W z J V NOTE: ALL PROPOSED PAVEMENT MARKING SHALL BE THERMOPLASTIC. PAVEMENT MARKING AND SIGNAGE PLANS GRAPHIC SCALE 0 10 20 40 mit ( IN FEET ) 1 " =20' FLORIDA REGISTRATION No, 47810 1 " =20' I! PROJECT No 03 -4197 j 0600 rCAD FILE -- �--- - - - - -- 034197- C600- C602- MRKG -PLN OF 23 DATE 02/2006 CHECKED S.H. DATE u REVISION BY I DATE 02/2006 C".C*r& 0:�-pl0 "Im• CITY OF SUNNY ISLES BEACH, FL vwpwf pbnnm 1800 Cher Drive, Suite 800 NE 172nd STREET Fort Lauderdale, Florida 33318 Phone: 954.921.7781 Fax 954.921.8807 ROADWAY IMPROVEMENTS Certificate of Authorization 514 V H w LU -W W Q O W z J V NOTE: ALL PROPOSED PAVEMENT MARKING SHALL BE THERMOPLASTIC. PAVEMENT MARKING AND SIGNAGE PLANS GRAPHIC SCALE 0 10 20 40 mit ( IN FEET ) 1 " =20' FLORIDA REGISTRATION No, 47810 1 " =20' I! PROJECT No 03 -4197 j 0600 rCAD FILE -- �--- - - - - -- 034197- C600- C602- MRKG -PLN OF 23 ■ i e f= SR$ I r 1 aV 1 I t ; 1 f 1 1 1 1 f 1 1 I 1 1 j 1 ' I I r 1 , I 1 I J i 1 1 i 1 1' 1l f; �r + E; a. I I 111 A GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1" = 20' r -- II ii J 1 1 1 i 1 I I I I 1 i 1 1 1 I 1 1 I 1 i 1 1 1 1 1 I 1 1 1 ' I � I i 1 DOTE: ALL PROPOSED PAVEMENT MARKING SHALL BE THERMOPLASTIC. - - -- �00 --------------- ; ------ f ' I ; 1 f ' 1 / I , i t I1 � 1 , � ' 1 1 � r 1 � 1 , r ' 1 I I ' I 1 i f � I , ;may 1 1 YY7 ; ; 1 1 � 1 1 1 I 1 ; ; ; 1 1 1 i 1 i 1 � r E L; IR 1 ! DESIGNED B.H. DATE 02/2006~ C ' ��� �, o' �""w 1800 Eller Drive, Suite 600 Fort Lauderdale, Florida 53318 Phone: 984.921.7981 Fax 954.921.880v Certifioate of Authorisation 614 CITY OF SUNNY ISLES BEACH, FL NE 172nd STREET ROADWAY IMPROVEMENTS PAVEMENT MARKING AND S I G N A G E PLANS " JOHN FLARIDA REGISTRATION No. 47810 DATE: SCALE �� -20' -- SHEET 0602 I OF R.M. 02R.M. PROJECT No L_ _ 0 3 - 419 7 1 -- �- -- -__ -.- _ .__--------- ._— .____ -- CHECKED S.H. DATE 02/2006 CAD FILE 034197— C800 —C802— MRKG —PLN NO DATE REVISION 8Y NO DATE REVISION BY UJIaI ' 11;111 1'; i�I ;i +; iI 1i 11 11111111 ii r111 (' 7ryrA; rl . ♦ ai rr �I �r r'it II 11 JI'll It lr 1111111 11 iI1 11 II 1r1 , IGHT Y W R RIGHT-OF-WAY -OF- L... IDA Q i " 6 DOUIBLE YELLOW W/� 8 6 SLNJO WHITE AMBER R.P.M. S 6 6 SOLID DOUBLE YELLOW W/ � � 81 DIRECTIONAL YELLOW R.P.M. S 6" SOLID WHITE _ •_ °_ =° -_. ADD 1.5 L.F. ----- - - - - -� Q I 1 1 0 40' CCTIO�WL 0 40' C.0 24" =0 WHITE __== ____ =_ =, i 43 18 i 1 38 +00 38 +50 39+00 39 +50 40+00 40+50 4 + 41 +50 42 +00 . 42 +50 _- _ -- -__: _, 43+00 y N.E. 02nd STREET 15.00' C -10' -301 SKIP WHITE W/ 6 "- 10' -30' SKIP WHITE W/ TURN ARROWS 180 L.F. 8 - --== /RED R.P.M.'S 6 SOLID WHITE .- COLORLESS/REO R.P.M.'S 6" SOLID WHITE " 0 40'. O.C. EQUALLY SPACED (IYP.) 6 SOLID WHITE 1 r_==- _- _ • -- _ EXISTING PAVEMENT 25.00 (TYP.) • y I 0 40' O.C. - - - - -- -- , MARKINGS TO REMAIN � -*j ; T- - A RIGHT -OF -WAY i STORAGE. or SIIORAGE DOTE: ALL PROPOSED PAVEMENT MARKING SHALL BE THERMOPLASTIC. - - -- �00 --------------- ; ------ f ' I ; 1 f ' 1 / I , i t I1 � 1 , � ' 1 1 � r 1 � 1 , r ' 1 I I ' I 1 i f � I , ;may 1 1 YY7 ; ; 1 1 � 1 1 1 I 1 ; ; ; 1 1 1 i 1 i 1 � r E L; IR 1 ! DESIGNED B.H. DATE 02/2006~ C ' ��� �, o' �""w 1800 Eller Drive, Suite 600 Fort Lauderdale, Florida 53318 Phone: 984.921.7981 Fax 954.921.880v Certifioate of Authorisation 614 CITY OF SUNNY ISLES BEACH, FL NE 172nd STREET ROADWAY IMPROVEMENTS PAVEMENT MARKING AND S I G N A G E PLANS " JOHN FLARIDA REGISTRATION No. 47810 DATE: SCALE �� -20' -- SHEET 0602 I OF R.M. 02R.M. PROJECT No L_ _ 0 3 - 419 7 1 -- �- -- -__ -.- _ .__--------- ._— .____ -- CHECKED S.H. DATE 02/2006 CAD FILE 034197— C800 —C802— MRKG —PLN NO DATE REVISION 8Y NO DATE REVISION BY r A N EXISITNG LUMINAI\ BEGRI CONST. ST A. 27 +70 x { x 1 { GRAPHIC SCALE 0 10 20 40 { I SOUTH SHORE ESTATES c IN FEET) x 1'0=20P O { P.B. 52 PG. 69 D.C.R.) ... x SHORE ESTATES { SOUTH ' x 52 PG. 69 D.C•R•) { (P.B. 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CALL 48 NOM BEFORE YOU DIG IN FLORIDA] ITS THE LAWI.w-*' 1- 800 -432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. DESIGNED T.W. Cdvtn, 6iordMio► AwocieteZ-1 Inc. CITY OF SUNNY ISLES ,° " U: FLORIDA T IC� E F.E. 2095, SCALE 1 „_ 20' SHEET DATE OCT 2006 E __- _�___ _ __ __ ___�_.___.__ __ __ ._ _ - ' zoos '� 1800 Eller Drive, Spite 6000 N . E . 17 2ND STREET PHOTOMETRIC PLAN PROJECT No_______._____ 03 - 419 7 C - E 100 -�- �_-- - -_.__ _ ..�___.___�__.___ __`.___.�__ _ cT CHECKED R.R. Fort Lauderdale, Florida 33316 Phone: 954.921.7781 Fax 954.921,8807 SUNNY ISLES, FLORID A CAD FILE ATE REVISION BY NO DATE REVISION B1Y DATE OCT 2006 Certificate of Authorization 514 DATE: 1�7- E100- E1GS -ELEC- O •, GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1" =20' N FUIUKE rIr\t 31/AIIVIV O EXPANSION r W H W EXISTING FIRE STATION W UJ W -.. p W RIG -OF- Y .7 1.4 +1.2 +1.0 I0.9 +1.0 +1.0 101.9 1 W _ RIGHT -OF -WAY 10.9 10.9 '0.9 10.9 b.9 +1.1 }1.1 +1.1 +1.1 }1.3 +1.6 }1.9 }1.8 12.5 12.4 }1.7 12.0 }1.7 }1.4 +'m +1.2 }1.3 }1.5 }1.5 39 +50 ----- --- -- X0.9 10.9 b.9 1.0 '1.1 +1.2 X1.4 +1.8 42.1 +1.7 +1.7 +1.5 12.0 1.0 +1.7 +1.3 +1.1 +1.1 +1.3 + J00 +1.3 +1.2 +1.1 +1.4 + • 50 +16 -'1�5_ +��.3 ='� ±1 39+00 # �1�- 2.01 - +1.7 +1.6 � 1 �.0 +1.8 +1.4 ''I.2 �I.2 +1.5 +1.8 �.1 W -- _-- ---- -- 160'00-50% W 37 +50 0.50x� 60' _ _ _--- -- -Z X1.2 X1.4 X1.7 ''I.9 *1-8 1.8 12.3 X1.9 12.0 X1.6 1'1.3 i l • '1 1 X1.2 X1.2 41.1 1.0 1.0 � 41.1 '1.3 1'1.5 +1.4 50 '1.3 '� � X1.8 9 _ �--- -� :� �'I - {1:7 1. - -i'I.3 +1.1 X1.2 +1.5 x'1.9 �.1 X1.9 +1.5 +1.7 1.2 �.0 +1.7 }1.4 +1.2 +1.3 +1.5 +1.6 +I.4 +1.2 i'I.1 i'I.2 �'I.2 +1.3 X1.2 +1.1 +1.1 J 36+ � --�-T- + 6 + 'Z0 +1.5 .7X1.3,w'66.O�I o I.I. I. 9 2.0 .6 9 10.9 1.0 x _ -OF -WAY jw_ _ -- r RIGHT -OF -WAY I I I DESIGNED T.w. C*An, Giordano a. Inc. CITY OF SUNNY ISLES P.E. �A�E1_��= 20' SHEET DATE OCT 2006 ft FLORIDA LICENSE No. 20957 PROJECT No T.W. 1800 Eller Drive, Suite 600 N.E. 172ND STREET PHOTOMETRIC PLAN I _ _ DATE OCT Zoos � 03 -4197 Fort Lauderdale, Florida 33318 _ F101 CHECKED R.R. Phone; 954.921.7781 Fax 954.921.8807 SUNNY ISLES, FLORIDA NO DATE REVISION BY NO DATE REVISION BY GATE OCT 2006 Certificate of Authorization 514 DATE; 197- E100 -E103- ELL -PH OF �m TOWN LLIN I try t- tAl\r\ 1 I � I TOWN CENTER PARK lu - EXISTING FM 3 .1 12.7 +1.8 12.0 11.9 +1.9 12.1 12.5 12.7 12.8 12.� 12.1 A, 43+00 18 9 1D.9 11.0 11.0 1, :. 11.3 11.5 .6 +1.7 +1.9 12.1 +1.8 12.4 12.1 12.1 12.3 1A&o `2.2 1��`' 2.8 -12, - 41 +50 _ - - ---- END OF V 236'` 63X 41+00 _ - -- } ---- -- - --�� I 1.4_.x' j2:9 --�9-- 11'. .8 �.1 12.2 12.2 1'1.7 +1.8 12.4 12.2 12.2 12.2 12.4 12.8 12.8 12.6 12.4 13 CONSTRUCTION. I 1 STA. 42 +60.00 11.9 11.4 11.4 12.1 12.2 12.0 11.7 +1.7 +1.7 +1.6 11.3 +1.2 +1.1 11.2 +1.5 11 12.1 \ I •4 RIGHT -OF -WAY k (/ M I _ ' RIGHT -OF -WAY AND a 3 PROPOSED 8AC OF SIDEWALK LUMINAIRE SCHEDULE SYMBOL LASM QTY CATALOG NUMBER DESCRIPTION LAMP LUMENS 0 14 ESU25OMH4SB4. ESPLANADE 25OW CLEAR MN 21000 STATISTICS DESCRIPTION SYMBOL AVG MAX MIN MAX/MIN A�IG /MIN 172ND ST + 1.6 FC 3.3 FC 0.7 FC 4,7:1 2.3:1 NOTES 1. FIXTURE MOUNITING HEKNT 24.5 FEET 2. RESULTS ARE INITIAL FOOTCANDLES 3. TOTAL NEW POLES IS 14 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1"=20' CALL 48 NOURS BEFORE YOU DIG IN FLORIDA IT'S THE Lw 7 1-i00 "2 4770 �SUNSHINE STATE ONE CALL OF FLORIDA. MAC. DESIGNED T,w. , dMp J�t�t�i of Ins.. CITY OF SUNNY ISLES P.E. FLORIDA LICENSE No. 20957 SCALE „= SHEET DATE OCT 2006 20' DRAWN T.W. TW �� 1800 Eller ,Drive, suite WO N.E. 172ND STREET PHOTOMETRIC PLAN PROJECT No� _ - 03-4197l E DATE OCT 2006 Fort Lauderdale, Florida 33316 CHECKED R.R. Phone: 954.921.7781 Fax 964.921.8807 SUNNY ISLES, FLORIDA � CAD FILE I NO DATE REVISION 8Y NO DATE REVISION 811f GATE OCT 2006 Certificate of Authorization 514 DAT : 1B7- E100- E102- ELEC -PH OF a C iii I= W UA 0 0.50% d J V / i� 2 -6 AWG,1 -10 AWG GND IN 2" SCH 80 PVC 2 -6 AWG,1 -10 AWG GND IN 2" SCH 80 PVC H.P. 2-6 i _ ! 2 -6 AWG,1 -10 AWG GND IN 2" SCH 80 PVC -Al- GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 " =20' m 0 .2 -6 AWG,1 -10 AWG GND r IN 2" SCH 80 PVC W 2 -6 AWG,1 -10 AWG GND ' IN 2" SCH 80 PVC �— � W _ . W N m lie ,6o' 0.50% W J 2 -6 AWG,1 -10 AWG GND IN 2" SCH 80 PVC _ DESIGNED T.W. C" Gbt& a s motet, Inc. CITY O F SUNNY ISLES = ROB W. ROUSH, P.E. SCALE „_ , , SHEET - --`- `----- DATE OCT 2008 FLORIDA LICENSE N0, 20937 20 __ — �'� - -_- DRAWN T.W. OCT Zoos . r e 1800 Eller Drive, Suit N.E. 172ND STREET POWER PLAN — PROJECT No �� 03- 419 7 __._..- __._._.. ___----- -_ —_ -- - - - --- DATE Fort Lauderdale, Florida 38316 - - - -_ --1i CHECKED R.R Phone: 954.921.7781 Paz 954.921.8807 ISLES, FLORID A __ ESUNNY NO DATE R BY NO DATE REVIS�N BY DATE OCT 2006 CerUfioate of Authorisation 614 DATE; 03- EI07 -ELEC- ` 2�2 OF n <. NO MOLDED PLUG AND CONNECTOR (ORANGE) 0.5 KVA TRANSFORMER, DRY TYPE ENCAPSULATED, NEMA 3R ENCLOSURE, 480 VOLT PRIMARY, 120 VOLT SECONDARY. GALVANIZED ANCHOR BOLTS, NUTS AND WASHERS TOP OF CONCRETE OR SCREW TYPE FOUNDATION MUST BE AT SAME ELEV. AS SURRONDING TERRAIN. 1-4" PVC CONDUIT METAL LIGHT POLE W-1 NTS POLE POWER CABLE r PVC CONDUIT I I OA FNQ TYPE FUSE I I DISTRIBUTION BLOCK PULL BOX I NO I DATE LUMINARIE CABLE SOWA 14/3 CONDUCTOR POWER CABLE GABLE STRAIN RELIEF AT BIOTH ENDS OF CONDUIT GROUIND LUG LOCATED OPPOSITE HANDHOLE J "PVC CONDUIT Tsff DISTRIBUTION BLOCK (RED) WITH 10 AMP FNQ TYPE FUSES SURGE ARRESTOR MOLDED PLUG AND CONNECTOR (RED) 12" BED OF PEACOCK OR CRUSHED STONE FOR DRAINAGE UL APPROVED GROUND ROD %" COPPER CLAD WITH APPROVED GROUND CONNECTION (AT ALL PULL BOXES) 1 -6 AWG INSULATED (TW GREEN) STRANDED CU BOND WIRE CONNECTING ALL POLES, AND INSULATED (THW OR THWN) STRANDED COPPER CIRCUIT CONDUCTORS IN SCHEDULE 40 PVC CONDUIT. CIRCUIT CONDUCTORS AND CONDUIT SIZE AS SHOWN IN PLANS. (TYPICAL) SURGE ARRESTOR LIGHTING ASSEMBLY WIRING DIAGRAM. NTS DESIGNED T.W. C*'6 OwdMw & Associate:► Im• DATE 0CT 2006 &wwwm Mom DRAWN T.W. Ills 1800 Eller Drive, Suite 600 DATE OCT 2006 Fort Lauderdale, Florida 33316 [DATE HECKED R. R Phone: 954.921.7781 Fax 954.921.8807 REVISION gy OCT 2006 Certificate of Authorization 514 1 L—_ 5 5' -0" FROM C OF POST TO C OF LUMINARIE 1 1/2- N.P.T. GFCI RECEPTACLE WITH WEATHERPROOF COVER (WEATHERPROOF WHILE IN USE) PLEASE SEE DETAIL A. DETAL A SIDE VIEW OF RECEPTACLE N.T.S. E,_61 LUMINARIE SPECIFICATIONS MAN UFACTURER:HOLOPHANE CAT.NO. #ESU250MH48B4 1 7/8" DIA. ALUMINUM CROSS ARM SPECIFICATIONS ROD (6061 —T6 ALLOY) STYLE: CORAL WAY DEPTH HEIGHT: WIDTH: 2' -11 1/4" 5' -0" FROM rL OF POST TO Ii OF LUMINARRE 4000 PSI MATERIAL: CAST ALUMINUM & ALUMINUM PIPE REINF. W/ 9-8 VERT. FINISH: PRIME PAINT THEN FINISH PAINT, SHERWIN WILLIAMS W/#3 TIES ACROLON — CLASSIC BLACK TENON: 1 1/2- N.P.T. PIPE NIPPLE LAMP POST SPECIFICATIONS STYLE: MIAMI ALUMINUM POST HEIGHT: 22' -6" BASE: 24" DIAMETER SECTION A -A MATERIAL: 16 SHARP FLUTE SHAFT: 16 SHARP FLUTE, T6 HEAT TREATED 0.219" THICK 6063 ALUMINUM 0.219" THICK 6063 ALUM. BASE: 2 PIECE, (WRAP AROUND) HEAVY WALL CAST N.T.S. ALUMINUM ALLOY A.N.S.I. 356, PER A.S.T.M. B 26 -95 FINISH: SHAFT: POWDER COATED - BLACK BASE: PRIME PAINT THEN FINISH PAINT, SHERWIN WILLIAMS ACROLON - CLASSIC BLACK EACH BANNER SECURED WITH ACCESS DOOR: NOT REQUIRED (1) 1/4 " -20 X 3" LONG GROUND STUD PROVISIONS: HOLE TO ACCOMMODATE IN GROUND STUD OPPOSITE HAND ST. STL. HEX HEAD BOLT ANCHOR BOLTS: (4) 1- DIA. (SUPPLIED BY OTHERS) —' —� BOLT PROJECTION: 5 REQUIRED TENON: 2 7/8" DIA.. X 7" HIGH (TO ACCEPT CROSS ARM) TITY 14 REQUIRED QUAN ................... r SHAFT TO BE T6 = HEAT TREATED THEN p POWDER COATED BLACK m 0 11 5/8" SQUARE w J 0- EL D N p 1 1/2" X 2 1/2" SLOT O TO ACCOMMODATE A you 1" DIA.ANCHOR BOLT ZD J (4 PLACES; o 6 10 V) m U a wwo (nW OF BANNER ARMS a :) O a 1-4- OF HAND HOLE o o rn 0 z & RECEPTACLE o Z Ci w z - SECTION BB w p N.T.S. 3 = 0 x cn O co N mWm LU n tz Z X jig � N U R z 0. J B B a 24" DIAMETER 'B' SEE TABLE LIGHT POLE DETAIL CITY OF SUNNY ISLES N.E. 172ND STREET SUNNY ISLES, FLORIDA NTS HOT DIP ANCHOR BOLTS (FULLY GALVANIZED) ILL SEE TABLE FOR DETAILS POLE FOUNDATION EMBEDMENT TABLE BACKILL N A N NBN COMMENTS TYPE DEPTH WIDTH 4000 PSI 51-0" 2''6" REINF. W/ 9-8 VERT. CONCRETE W/#3 TIES ASTM -A-615 GRADE 60 NOTE SUPPLIER OF POLES SHALL SUBMIT ENGINEERED SHOP DRAWINGS SIZED FOR THE EFFECTIVE PROJECTED AREA (EPA) OF THE LUMINAIRES ULTIMATELY INSTALLED AND SHALL DETERMINE THE REQUIRED POLE BASE DIAMETER AND DEPTH FOR THE CODE REQUIRED WIND VELOCITY PRESSURE OF 146 MPH. DRAWINGS SHALL BE SIGNED AND SEALED BY A LICENSED STRUCTURAL ENGINEER. POLE DETAILS FLORIDA LICENSE NO. 20957 N.T.S____ —_� PROJECT No 03 -4197 FILE^ - - - - - -~ SHEET E -106 �T z 6 AWG I z 20096 NEUTRAL BAR KIT O 10 AWG TO GROUND RODS & POLES . NO I DATE G NOTE: m FPL SERVICE POINT 1 FPL APPROVED CONNECTOR 6 AWG x = x = I I I I 2P LIGHTING CONTACTOR TORK 2101 PHOTOCELL 35A FUSES ( TYPICAL 2 ) I I x x I = x 6AWG TO POLES SEE PLAN VIEW SERVICE POINT NTi 1. THE ENCLOSURES SHALL BE NEMA ' 3R POLE MOUNTED, RAINTIGHIT. 2. THE ENCLOSURE DOOR SHALL BE LO LE BY PADLOCK AND FOUR KEYS PROVIDED TO THE MAINTAINING AGEN THE DOOR` SHALL HAVE: A MINIMUM OF THREE HINGES AND BE LATCHAB . NO SCREWS TO BE USED TO ATTACH DOOR. 3. 480 VOLT MINIMUM RATING BOLT -ON HYPE BREAKER SHALL BE (USED. 4. BUSBAR TO BE COPPER COATED AND " VE A MINIMUM RATING OF 100 AMPS. DRAWN WHEN MAIN BREAKER EXCEEDS 100 PS; BUSBAR TO MATCH BIREAKER AMPERAGE. 5. LOCATE CONTACTOR AND HOA SWITCH INSIDE ENCLOSURE. THE ENCLOSURE TO OCT 2006 BE SIZED TO ACCOMODATE AS MANY FAKERS /FUSES AS CALLED FOR AND ALL OTHER SERVICE EQUIPMENT. 6. THE ENCLOSURE TO BE RIGIDLY ATTAdHED TO THE POLE FACE. 7. THE 600 VOLT LIGHTNING PROTECTORI, SHALL BE WILED INSIDE THE ENCLOSURE. 8. A MAIN BREAKER IS REQUIRED- IN AU.' SERVICE PANELS WITH 2 OR MORE FEEDER BREAKERS. 9. ALL SERVICE EQUIPMENT SHALL BE UL APPROVED. NO NOW DESIGNED T.W. DATE OCT 2006 DRAWN T.W. DATE OCT 2006 CHECKED R.R DATE OCT 2006 ca1Min, Gkr&w Inc. 1800 Eller Drive, Suite 600 Fort Lauderdale, Florida 33316 Phone: 954.921,7781 Paz 954.921.8807 10 AWG, INSUL GROUND WIRE GALVANIZED ST CITY OF SUNNY ISLES N.E. 172ND STREET SUNNY ISLES, FLORIDA FRONT VIEW SERVICE POINT Nn SIDE VIEW E- STRESSED 3' ABOVE GRADE =EL CONDUIT ND INSTALLATIONS CONNECTING POLE GROUND, ID GROUND. SERVICE POINT CALCULATIONS FLORIDA LICENSE NO. 20957 N.T.S f PROJECT No _ 03- 4197 _) FCAO FILE E=a107