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HomeMy WebLinkAboutatlantic isles plans ---- ------ -------- -------- ~_~;~~UW~~-~~~~::~~~~~=~~~~ ~~_ ------- ~ -~y ~ /- - -~ ~ -~----------- ~> '':';~?~-:-;';'~~~:''::: .... .... .... - - -,," ~-~- ~ = = = -=---=-=== -----=~====-=---=-----'-"==-~-=-~---=-=---=-~=---==-_.=--=-=------"'=="""-~ ~ ~... -:.. - - -~-<=>--=-::"~-=- - - -- -'-. ~ - ~ --~~~~=-~~~-~-~~~-- ~~ - ~-~~~-~~~~~~~~~~-~-~-~-~-~-~~ ~~ ~ ~ .... .... - l..- .~_~~~~-_n~--~~ 1 c:::= ~ -.. 1\l111I\~~;;ilf ~.;;-::: ~~. --~ ~~...... ll!l ~ . ',- :Ii= _-~_~ "'----__"'"""-~_~__"'_~"__=:: __I~~"'~_ Z~<~=_~ '""'"" . 1,;"" _ '<"= ____~_t. ~ ~ _ -~ - :: -~-=s"- ~~... __~~~:..s ="'- c::::=::=o-_______ ~~ ~~.................__.",,__ .~__====:~ ~~~~.......... ~__~~_.~ .~_____==:~ ~c:::::>~~.....,...".~--.",,-- ~.......~ ----------.",,-- .~~ ~~~-===:~-==::........_~ -==- ~ ~ -==== ~ -==== ........ - ............ ~ ~ --===- . ......... ~ ~........~ ~.~.........~~-=== -==--~........ NO DATE / ~ ~ ~ ~ --- ~ " , ~~~~+~~~~ ~~ 6" DOUBLE YELLOW WI AMBER/ AMBER R,P.M:S @ 10' O,C. --- BLUE/BLUE RP..M.'S LOCATED @ CENJTER OF TRAVEL LANE AQJACENT o FIRE HYDRAMT (TYP.) I - -- 1()(i+OO~ ' -I - -- - -- ---., , 102+00 I - . /~IO~JO SKIP YELLOW WI AMBER/AMBER R.P_M. 's , @40'0.C.\ 18" SOUD YELLQW-- @ 45'-10' D.C. (TYP,) 6" DOUBLE YEllOW W/ AMBER/ AMBER RP.M.'S @ 10' O,C, ,-, ----- --- ---- - -- - -- , , , DESIGNED RSN CaMn. Giordano I Associates. Inc:. DATE 02/2006 Enpleen Surveyors P1a1lMl'S DRAWN RSN DATE 02/2006 1800 Eller DrIve, Suite 600 Fort Lauderdale, Florida 33316 CHECKED JM Phone: 954.921.7'781 Fax 954.921.8807 REVISION BY NO DATE REVISION BY DATE 02/2006 liiI Certificate of Authorization 514 103+00 . I . + . - -- CITY OF SUNNY ISLES BEACH, FL ATLANTIC ISLES ROADWAY AND UTILITY IMPROVEMENTS - -- 104+00 I - -- ----- 105+00 \ . . I L - - - --,- PAVEMENT MARKING AND SIGNAGE PLAN , \ \ \ - - - -\ ,',' GRAPHIC SCALE 20 0 10 20 40 80 ~ I I I I ( IN FEET ) SCALE: 1"~20' . c-) + \I) 'ON O...C-) ~ .(,) Ul~... (,)cn~ - : ~~cn ~..lLLl '4~'iA '4 2 - -\ \ \ , I1'STHELAW! 1-800-.t32-4770 SUNSHINE STATf ONE CALL or rLORiDA. INC ENGINEER OF RECORD: RONNIE S. NAVARRO, P.E. FLORIDA REG. No, 67642 DATE: SCALE AS SHOWN PROJECT No 05-4893 SHEET C31 CAD FILE 03-4197-C200 C205 STRM PLN OF ..0<' ...; LUMINAIRE CABLE SOWA 14/3 CONDUCTO'R POWER CAISLE BREAKAWAY MOLDED PLUG AND CONNECTOR (ORANGE) GALVANIZED ANCHOR BOLTS, NUTS AND WASHERS TOP OF CONCRETE OR SCREW TYPE FOUNDATION MUST BE AT SAME ELEV. AS SURRONDING TERRAIN. CABLE STRAIN RELIEF AT BOTH ENDS OF CONDUIT GROUND LUG ILOCATED OPPOSITE HANIDHOLE DISTRIBUTION BLOCK (RED) WITH 10 AMP FNQ TYPE FUSES '11111' 11,1111111 II 1I1I I 1- SURGE ARRESTOR . o ; , MOLDED PLUG AND CONNECTOR (RED) <J 12" BED OF PEACOCK OR CRUSHED STONE FOR DRAINAGE 1 -t PVC CONDUIT j"PVC CONDUIT " , ~ UL APPROVED GROUND ROD %" COPPER CLAD WITH APPROVED GROUND CONNECTION (AT ALL PULL BOXES) NTS 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) METAL LIGHT POLE W~RING DETAil PULL BOX 06.09.08 CORRECTION TO QUANTITY NO DATE REVISION T.t.1.W BY POLE r------------------------ -------------, , , , , , , \ :oe::::::J : I , , , , : : , - , , -------------, , , , , , [:>-: , , , , , , , , , , , , , , , , , , , , MOLDED BREAKWAY PLUG AND CONNECTOR LUMINAIRE LUMINARIE CABLE SOWA 14/3 > POWER CABLE , , , , , , , , , , , , __________J , , , , L__________ PVC CONDUIT r----------------------------- I I I I I I I I I I I I I I I DISTRIBUTION BLOCK I I I , , I c--' <=-' , , , , , I , , , , , , I I , I , , , , , , L_____________________________________________________-_________________________J ~ 1 OA FNQ TYPE FUSE ------------------------------------------------l I I I , , , , , , , , , , , I , , I , , IT-m- ~ -=~llm ~ -=111 >- -= w w en :.: . . , " SURGE ARRESTOR B 24" DIAMETER GROUND ROD "B' SEE TABLE 5' -0" FROM C OF POST TO C OF LUMINAIRE l GFCI RECEPTACLE WITH WEATHERPROOF COVER (WEATHERPROOF WHILE IN USE) PLEASE SEE DETAIL A IN', 1 7/8" DIA ALUMINUM ROD (6061-T6 ALLOY) $- SECTION A-A 16 SHARP FLUTE 0.219" THICK 6063 ALUM. N.T.S. EACH BANNER SECURED WITH (1) 1/4"-20 X 3" LONG ST. STL. HEX HEAD BOLT ~Il ~ if) '" W I f- o >- [D o w ::J CL CL ::> if) Cl ooci => I- t- 0 f- to ~ 0u ....... ---l Z <( :J~O:: Z <(...J I- a U:JZ - <(0 ~ ClUU >2 v::; ~ <:(t:lD w Q... wu.. ~ 0 !Qw'3 Q... => CD (f)!=I f- 0 u- N ~ (/) lLd ~O 0 2 o - OIzci<(W ---lo=>....:wz W 0 0:::0 3= :i 0::: w:JO I 00:::(j) (f) Ozw ::J~ OlDwaJ O<oN ::> , t;: 2 X' - .,. <( ~" ......... I 0 v..- if) 0 '" , ::> N 2 !!'! '" ::> --' <( SHAFT TO BE T6 HEAT TREATED THEN POWDER COATED BLACK 1 1/2" N.P.T. . "' ,. DETAIL A SIDE VIEW OF RECEPTACLE N.T.S. LUMINAIRE SPECIFICATIONS MAN UF ACTURER: HOLOPHAN E CAT.NO.#ESU250MH24B4 VOLTAGE: 120/240V 1 P CROSS ARM SPECIFICATIONS STYLE: CORAL WAY HEIGHT: 2'-11 1/4" WIDTH: 5' -0" FROM t. OF POST TO t OF LUMINAIRE MATERIAL: CAST ALUMINUM & ALUMINUM PIPE FINISH: PRIME PAINT THEN FINISH PAINT, SHERWIN WILLIAMS 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 MATERIAL: SHAFT: BASE: FINISH: SHAFT: BASE: 16 SHARP FLUTE, T6 HEAT TREATED 0.219" THICK 6063 ALUMINUM 2 PIECE. (WRAP AROUND) HEAVY WALL CAST ALUMINUM ALLOY ANSI. 356, PER AS.T.M. B 26-95 POWDER COATED - BLACK PRIME PAINT THEN FINISH PAINT, SHERWIN WILLIAMS ACROLON - CLASSIC BLACK ACCESS DOOR: NOT REQUIRED GROUND STUD PROVISIONS: 1/4"-20 TAPPED HOLE IN WALL OF SHAFT OPPOSITE HAND HOLE TO ACCOMMODATE GROUND STUD (STUD BY OTHERS) ANCHOR BOLTS: (4) I" DIA (SUPPLIED BY OTHERS) BOLT PROJECTION: S" REQUIRED /1ENGN:vvvv2.V8:.J)IAJ~1.'!-J-IlGH (TO ACCEPT CROSS ARM) , . \ QUANTITY ................... 33 REQUIRED ) ( , . . '-~.__A._../.'-__.^-._/'..__.^._j-'__/,._^ '/"--'^--/-'---"'- -/'..---"---'--/'--/7: 1'\ . , L _~ 11 5/8" SQUARE - 1 1 1/2" X 2 1/2" SLOT TO ACCOMMODATE A 1" DIAANCHOR BOLT (4 PLACES) OF BANNER ARMS 't. OF HAND HOLE & RECEPTACLE SECTION B- B N.T.S. POLE FOUNDATION EMBEDMENT TABLE BACKILL TYPE "A" ns" COMMENTS DEPTH WIDTH 4000 PSI CONCRETE REINF. WI 9-#8 VERT, W/#3 TIES ASTM-A-615 GRADE 60 OT DIP ANCHOR BOLTS (FULLY GALVANIZED) BACKFILL SEE TABLE FOR DETAILS 1I111111~11=- -m- - - II=- LIGHT POllE DETAIL LIGHTING ASSEMBLY WIRING DIAGRAM NTS NTS DIESlGNED T.W. D!ATE MAR 2007 CITY OF SUNNY ISLES BEACH, FL ATLANTIC ISLES UTILITY AND ROADWAY IMPROVEMENTS NO OlRAWN T,W. D!ATE MAR 2007 CIHECKED RR. BY D.ATE MAR 2007 1800 Eller Drive Suite 600 Fort Lauderdale, Florida 33316 954.921.7781 954.921.8807 fax Certificate of Authorization 514 DATE REVIS ION 5'-0" 2'-6" 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. APPROVED ROBERT ROUSH, P.L FLORIDA LICENSE No. 20957 SCAlE SHEET N.T.S. POLE DETAILS PROJECT No 05-4893 CAD FILE E108 DATE 054893-El04-E109-PHM OF NO DATE ----- 17tOO '- -- ,.__,._._._n REVISION , '" -- --- .. - .. ... - ... RS-1 " (30" j, 30 ) \ \ \' f!) f!) "" 'cl o ~ (f) ~ 0(,)\ ..l4 CS)~~ ., en ~ ~~~ ':,;zcn ~.,~ ~~~ '4. (,) V" '4. ~ BY NO ~ .. - .. '~'f.a ,,,0 .. ...'__...m.' .. ~ -' , ----- ' -~ --.--------- ~_. \ \ DATE I , I , , I , .. - .. ~ .. - .. ~ .. I - I .. i i , I \ I I I \ i i , I I I , I I i i i / // / -- / , ---- - -' , \'2+00______ .A ~/ ------- ---- ' -' , REVISION .. , .. .. - .. ~ .. - ... '~ioo ~ .. , .. ~ - ... ............... ... - R6-1l " (36" )< \2 ) ... " ,- - -' - -' -- -- - - ----.--_. -------------- \1 :\+00 .-// .-/// o -- ---~-------... --- -' - - ' -' - , - DESIGNED RSN DATE 02/2006 DRAWN RSN DATE 02/2006 CHECKED J.M BY DATE 02/2006 Calvin. Giordano i Associates. lilt. Ensineen Surveyors Planners 1600 Eller Drive, Suite 600 Fort Lauderdale, Florida 33316 Phone: 954,921.7781 Fax 954.921.8807 · Certificate of Authorization 514 - -- .. - .. ~ ... - ... ~ "'- ... - 20;'00 -- -- - ---------- -~ltOo ------------ -'-- 5" SOUD \I'Ir\\Tt. -.----- ----,-----.----- , :iI;)' S1<\1=' 'fEllOW, wi r~~;;./~M~:::~-S--------- ___ ~/// - \\4+00//- -- .----------- - -- -- - -- -- ..-- -- CITY OF SUNNY ISLES BEACH, FL ATLANTIC ISLES ROADWAY AND UTILITY IMPROVEMENTS -- - - - \\5+00 __4_---1- ~-- _____ 22+00 -- --- .---~-=-=--I-=.::r - --------- - - -- --- PAVEMENT MARKING AND SIGNAGE PLAN 20 0 ~ --- 116+00 j.. --- GRAPHIC SCALE 10 20 40 I I -1 ( IN FEET ) SCALE: 1"=20' 's llE R.P.M. BLI.lEjBl CEl>lIE.R 01' lOCA.1E.O~l'\[ I>.DJI\CE.l>l1 1RA.\I[l \-\iD~1\N1 eNP.J 10 FIRE - -- ------- ---- - 1------ - -- 80 I IT'STH[LAWi \.800.432.4770 SU~SIlI~E STATE ONE CAli OF FLORIQA, INC. ENGINEER OF RECORO: RONNIE $. NAVARRO, P,E. FLORIDA REG. No. 67642 DATE; SCALE AS SHOWN PROJECT No 05-4893 SHEET C33 CAD FILE D3-4197-C2DD-C205-STRM-PLN OF . , - - -- ---- I I , . - ... -- ... BLUE/BLUE R.P_M.'S LOCATED @ CENTER OF TRAVEL LANE ADJACENT TO FIRE HYDRANT (TYP.) -- -- , . , / , . , / / / / / / / / // / // / / , / - - , / , . / / --- 0) CO I + cnCO W-CO J-J '0 cn~ -.-.... Ocnw ;::W~ 2~cn ---.... I j -J W .. - ....:r w <ocn .... I ~ , . \0,00,/ , , " , . , , - , ... - ... , / R6-1> (36" x;,/12") / / , ! / i -- --- , , , . " , / , " / , , " , / GRAPHIC SCALE 20 0 10 20 40 80 ~ I I I I ( IN FEET ) SCALE: ["=20' , , R5-1 (30" x 30") , , , , ...;;:.- 1\~OO ---, --~---=~- -/"1'07+00 . I . 'I . 108+00 , . - -- -- R5-1 -- (3D' 3D") -- , --- BLUE/BLUE R.P,M,'S LOCATED @ CENTER OF TRAVEL LANE ADJACENT TO FIRE HYDRANT (TYP.) 109+00 110+00 . . , -, , -"-- I ---.. --- ---1---- 111+00 ---. 1-- , ... , \ . \ C') ..-- .8..\ g..C') ..1 .(,) Ul~... (,) 0 \HI t=w% ZZ0 ~ :i \HI '<50._- '< \ 2 / -r , 8" SOLID WHITE AND AMBER/AMBER R_P.M.'S @ 10' D.C. - -- --- C') C') ...:t I ~::~ -J . 0 I fIJ~ ~ ocn/u ;::w~ 22,A < - VI -J-J I ....:r l:J ____. <~cn I ~ , --- , I - ...- - - -- --- ~,oo \ ,.\--- -- --- - - ..-- . -. - - - BLUE/BLUE R.P,M,'S LOCATED @ CENTER OF TRAVEL LANE ADJACENT TO FIRE HYDRANT (TYP.) . 18" SOLID WHITE lO'O.c.(TYP,) 106+00 ,== --,-~ 10,:00 -. - -. - - -- - -- - -- - -- - - ..-- ----- _.-- - ----- \ , CALL 4BHOURSBErORErQU DIG IN FlORI[)A rr'STHELAW! 1-800-432-4no SUNSHINESTATEONECALLOFFLORIDA,INC I DESIGNED RSN CaMn. Giordano' Associates. Jill:. , DATE 02/2006 Encineers Swwyors PIa",..... , DRAWN RSN 1800 Eller Drive, Suite 600 DATE 02/2006 Fort Lauderdale, Florida 33316 CHECKED J M Phone: 954.921,7781 Fax 954.921.8807 NO DATE REVISION BY NO DATE REVISION BY DATE 02/2006 · Certificate of Authorization 514 CITY OF SUNNY ISLES BEACH, FL ATLANTIC ISLES ROADWAY AND UTILITY IMPROVEMENTS PAVEMENT MARKING AND SIGNAGE PLAN ENGINEER OF RECORD: RONNIE S. NAVARRO, P.E. FLORIDA REG. No. 67642 SCALE SHEET AS SHOWN PROJECT No C32 05-4893 CAD FILE DATE: 03-4197-C200~C205-S1RM-PLN OF