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<br />
<br />LUMINAIRE CABLE
<br />SOWA 14/3 CONDUCTO'R
<br />
<br />POWER CAISLE
<br />
<br />
<br />BREAKAWAY MOLDED PLUG
<br />AND CONNECTOR (ORANGE)
<br />
<br />GALVANIZED ANCHOR BOLTS,
<br />NUTS AND WASHERS
<br />
<br />TOP OF CONCRETE OR
<br />SCREW TYPE FOUNDATION
<br />MUST BE AT SAME ELEV.
<br />AS SURRONDING TERRAIN.
<br />
<br />
<br />CABLE STRAIN RELIEF AT
<br />BOTH ENDS OF CONDUIT
<br />
<br />GROUND LUG ILOCATED
<br />OPPOSITE HANIDHOLE
<br />
<br />DISTRIBUTION BLOCK (RED)
<br />WITH 10 AMP FNQ TYPE FUSES
<br />
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<br />SURGE ARRESTOR
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<br />MOLDED PLUG AND
<br />CONNECTOR (RED)
<br />
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<br />
<br />12" BED OF PEACOCK
<br />OR CRUSHED STONE FOR DRAINAGE
<br />
<br />
<br />1 -t PVC CONDUIT
<br />
<br />j"PVC CONDUIT
<br />
<br />
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<br />
<br />UL APPROVED GROUND ROD
<br />%" COPPER CLAD WITH APPROVED GROUND
<br />CONNECTION (AT ALL PULL BOXES)
<br />
<br />
<br />NTS
<br />
<br />1-6 AWG INSULATED (TW GREEN) STRANDED
<br />CU BOND WIRE CONNECTING ALL POLES,
<br />AND INSULATED (THW OR THWN) STRANDED
<br />COPPER CIRCUIT CONDUCTORS IN SCHEDULE
<br />40 PVC CONDUIT. CIRCUIT CONDUCTORS AND
<br />CONDUIT SIZE AS SHOWN IN PLANS.
<br />(TYPICAL)
<br />
<br />METAL LIGHT POLE W~RING DETAil
<br />
<br />PULL BOX
<br />
<br />06.09.08 CORRECTION TO QUANTITY
<br />NO DATE REVISION
<br />
<br />T.t.1.W
<br />BY
<br />
<br />POLE
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<br />MOLDED BREAKWAY
<br />PLUG AND CONNECTOR
<br />
<br />LUMINAIRE
<br />
<br />LUMINARIE CABLE
<br />SOWA 14/3
<br />
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<br />
<br />
<br />POWER CABLE
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<br />PVC CONDUIT
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<br />L_____________________________________________________-_________________________J
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<br />1 OA FNQ
<br />TYPE FUSE
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<br />SURGE
<br />ARRESTOR
<br />
<br />B
<br />
<br />24" DIAMETER
<br />
<br />
<br />GROUND ROD
<br />
<br />"B' SEE TABLE
<br />
<br />5' -0" FROM C OF POST
<br />TO C OF LUMINAIRE
<br />
<br />l
<br />
<br />
<br />
<br />GFCI RECEPTACLE WITH WEATHERPROOF
<br />COVER (WEATHERPROOF WHILE IN USE)
<br />PLEASE SEE DETAIL A
<br />
<br />IN',
<br />
<br />1 7/8" DIA ALUMINUM
<br />ROD (6061-T6 ALLOY)
<br />
<br />$-
<br />
<br />SECTION A-A
<br />16 SHARP FLUTE
<br />0.219" THICK 6063 ALUM.
<br />N.T.S.
<br />
<br />EACH BANNER SECURED WITH
<br />(1) 1/4"-20 X 3" LONG
<br />ST. STL. HEX HEAD BOLT
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<br />SHAFT TO BE T6
<br />HEAT TREATED THEN
<br />POWDER COATED
<br />BLACK
<br />
<br />
<br />1 1/2" N.P.T.
<br />
<br />.
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<br />
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<br />
<br />DETAIL A
<br />SIDE VIEW OF RECEPTACLE
<br />N.T.S.
<br />
<br />LUMINAIRE SPECIFICATIONS
<br />MAN UF ACTURER: HOLOPHAN E
<br />CAT.NO.#ESU250MH24B4
<br />VOLTAGE: 120/240V 1 P
<br />
<br />CROSS ARM SPECIFICATIONS
<br />
<br />STYLE: CORAL WAY
<br />HEIGHT: 2'-11 1/4"
<br />WIDTH: 5' -0" FROM t. OF POST TO t OF LUMINAIRE
<br />MATERIAL: CAST ALUMINUM & ALUMINUM PIPE
<br />FINISH: PRIME PAINT THEN FINISH PAINT, SHERWIN WILLIAMS
<br />ACROLON - CLASSIC BLACK
<br />TENON: 1 1/2" N.P.T. PIPE NIPPLE
<br />
<br />LAMP POST SPECIFICATIONS
<br />
<br />STYLE: MIAMI ALUMINUM POST
<br />HEIGHT: 22' -6"
<br />BASE: 24" DIAMETER
<br />MATERIAL:
<br />SHAFT:
<br />BASE:
<br />
<br />FINISH:
<br />SHAFT:
<br />BASE:
<br />
<br />16 SHARP FLUTE, T6 HEAT TREATED 0.219" THICK 6063 ALUMINUM
<br />2 PIECE. (WRAP AROUND) HEAVY WALL CAST
<br />ALUMINUM ALLOY ANSI. 356, PER AS.T.M. B 26-95
<br />
<br />POWDER COATED - BLACK
<br />PRIME PAINT THEN FINISH PAINT, SHERWIN WILLIAMS
<br />ACROLON - CLASSIC BLACK
<br />ACCESS DOOR: NOT REQUIRED
<br />GROUND STUD PROVISIONS: 1/4"-20 TAPPED HOLE IN WALL OF SHAFT OPPOSITE HAND
<br />HOLE TO ACCOMMODATE GROUND STUD (STUD BY OTHERS)
<br />ANCHOR BOLTS: (4) I" DIA (SUPPLIED BY OTHERS)
<br />BOLT PROJECTION: S" REQUIRED
<br />/1ENGN:vvvv2.V8:.J)IAJ~1.'!-J-IlGH (TO ACCEPT CROSS ARM)
<br />, .
<br />\ QUANTITY ................... 33 REQUIRED )
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<br />
<br />11 5/8" SQUARE
<br />
<br />-
<br />
<br />1
<br />
<br />1 1/2" X 2 1/2" SLOT
<br />TO ACCOMMODATE A
<br />1" DIAANCHOR BOLT
<br />(4 PLACES)
<br />
<br />
<br />OF BANNER ARMS
<br />
<br />'t. OF HAND HOLE
<br />& RECEPTACLE
<br />SECTION B- B
<br />N.T.S.
<br />
<br />POLE FOUNDATION EMBEDMENT TABLE
<br />
<br />BACKILL
<br />TYPE
<br />
<br />"A" ns"
<br />
<br />COMMENTS
<br />
<br />DEPTH WIDTH
<br />
<br />4000 PSI
<br />CONCRETE
<br />
<br />REINF. WI
<br />9-#8 VERT,
<br />W/#3 TIES
<br />ASTM-A-615
<br />GRADE 60
<br />
<br />OT DIP ANCHOR BOLTS
<br />(FULLY GALVANIZED)
<br />
<br />BACKFILL SEE TABLE FOR DETAILS
<br />
<br />1I111111~11=-
<br />-m-
<br />- -
<br />II=-
<br />
<br />
<br />LIGHT POllE DETAIL
<br />
<br />LIGHTING ASSEMBLY WIRING DIAGRAM
<br />
<br />NTS
<br />
<br />NTS
<br />
<br />DIESlGNED T.W.
<br />D!ATE MAR 2007
<br />
<br />
<br />CITY OF SUNNY ISLES BEACH, FL
<br />ATLANTIC ISLES UTILITY AND
<br />ROADWAY IMPROVEMENTS
<br />
<br />NO
<br />
<br />OlRAWN T,W.
<br />D!ATE MAR 2007
<br />CIHECKED RR.
<br />BY D.ATE MAR 2007
<br />
<br />1800 Eller Drive Suite 600
<br />Fort Lauderdale, Florida 33316
<br />954.921.7781 954.921.8807 fax
<br />Certificate of Authorization 514
<br />
<br />DATE
<br />
<br />REVIS ION
<br />
<br />5'-0"
<br />
<br />2'-6"
<br />
<br />NOTE
<br />SUPPLIER OF POLES SHALL SUBMIT ENGINEERED SHOP DRAWINGS
<br />SIZED FOR THE EFFECTIVE PROJECTED AREA (EPA) OF THE LUMINAIRES
<br />ULTIMATELY INSTALLED AND SHALL DETERMINE THE REQUIRED POLE
<br />BASE DIAMETER AND DEPTH FOR THE CODE REQUIRED WIND VELOCITY
<br />PRESSURE OF 146 MPH. DRAWINGS SHALL BE SIGNED AND SEALED BY
<br />A LICENSED STRUCTURAL ENGINEER.
<br />
<br />APPROVED ROBERT ROUSH, P.L
<br />FLORIDA LICENSE No. 20957
<br />
<br />SCAlE
<br />
<br />SHEET
<br />
<br />N.T.S.
<br />
<br />POLE DETAILS
<br />
<br />PROJECT No
<br />05-4893
<br />CAD FILE
<br />
<br />E108
<br />
<br />DATE
<br />
<br />054893-El04-E109-PHM OF
<br />
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