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NO <br />MOLDED PLUG AND <br />CONNECTOR (ORANGE) <br />0.5 KVA TRANSFORMER, DRY <br />TYPE ENCAPSULATED, NEMA 3R <br />ENCLOSURE, 480 VOLT PRIMARY, <br />120 VOLT SECONDARY. <br />GALVANIZED ANCHOR BOLTS, <br />NUTS AND WASHERS <br />TOP OF CONCRETE OR <br />SCREW TYPE FOUNDATION <br />MUST BE AT SAME ELEV. <br />AS SURRONDING TERRAIN. <br />1-4" PVC CONDUIT <br />METAL LIGHT POLE W-1 <br />NTS <br />POLE <br />POWER CABLE <br />r PVC CONDUIT <br />I I OA FNQ <br />TYPE FUSE <br />I <br />I DISTRIBUTION BLOCK <br />PULL BOX <br />I <br />NO I DATE <br />LUMINARIE CABLE <br />SOWA 14/3 CONDUCTOR <br />POWER CABLE <br />GABLE STRAIN RELIEF AT <br />BIOTH ENDS OF CONDUIT <br />GROUIND LUG LOCATED <br />OPPOSITE HANDHOLE <br />J "PVC CONDUIT <br />Tsff <br />DISTRIBUTION BLOCK (RED) <br />WITH 10 AMP FNQ TYPE FUSES <br />SURGE ARRESTOR <br />MOLDED PLUG AND <br />CONNECTOR (RED) <br />12" BED OF PEACOCK <br />OR CRUSHED STONE FOR DRAINAGE <br />UL APPROVED GROUND ROD <br />%" COPPER CLAD WITH APPROVED GROUND <br />CONNECTION (AT ALL PULL BOXES) <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 />SURGE <br />ARRESTOR <br />LIGHTING ASSEMBLY WIRING DIAGRAM. <br />NTS <br />DESIGNED T.W. C*'6 OwdMw & Associate:► Im• <br />DATE 0CT 2006 &wwwm Mom <br />DRAWN T.W. Ills 1800 Eller Drive, Suite 600 <br />DATE OCT 2006 Fort Lauderdale, Florida 33316 <br />[DATE HECKED R. R Phone: 954.921.7781 Fax 954.921.8807 <br />REVISION gy OCT 2006 Certificate of Authorization 514 <br />1 <br />L—_ <br />5 <br />5' -0" FROM C OF POST <br />TO C OF LUMINARIE <br />1 1/2- N.P.T. <br />GFCI RECEPTACLE WITH WEATHERPROOF <br />COVER (WEATHERPROOF WHILE IN USE) <br />PLEASE SEE DETAIL A. <br />DETAL A <br />SIDE VIEW OF RECEPTACLE <br />N.T.S. <br />E,_61 LUMINARIE SPECIFICATIONS <br />MAN UFACTURER:HOLOPHANE <br />CAT.NO. #ESU250MH48B4 <br />1 7/8" DIA. ALUMINUM <br />CROSS ARM <br />SPECIFICATIONS <br />ROD (6061 —T6 ALLOY) <br />STYLE: <br />CORAL WAY <br />DEPTH <br />HEIGHT: <br />WIDTH: <br />2' -11 1/4" <br />5' -0" FROM rL OF POST TO Ii OF LUMINARRE <br />4000 PSI <br />MATERIAL: <br />CAST ALUMINUM & ALUMINUM PIPE <br />REINF. W/ <br />9-8 VERT. <br />FINISH: <br />PRIME PAINT THEN FINISH PAINT, SHERWIN WILLIAMS <br />W/#3 TIES <br />ACROLON — CLASSIC BLACK <br />TENON: <br />1 1/2- N.P.T. PIPE NIPPLE <br />LAMP POST <br />SPECIFICATIONS <br />STYLE: <br />MIAMI ALUMINUM POST <br />HEIGHT: <br />22' -6" <br />BASE: <br />24" DIAMETER <br />SECTION A -A <br />MATERIAL: <br />16 SHARP FLUTE <br />SHAFT: <br />16 SHARP FLUTE, T6 HEAT TREATED 0.219" THICK 6063 ALUMINUM <br />0.219" THICK 6063 ALUM. <br />BASE: <br />2 PIECE, (WRAP AROUND) HEAVY WALL CAST <br />N.T.S. <br />ALUMINUM ALLOY A.N.S.I. 356, PER A.S.T.M. B 26 -95 <br />FINISH: <br />SHAFT: <br />POWDER COATED - BLACK <br />BASE: <br />PRIME PAINT THEN FINISH PAINT, SHERWIN WILLIAMS <br />ACROLON - CLASSIC BLACK <br />EACH BANNER SECURED WITH ACCESS DOOR: NOT REQUIRED <br />(1) 1/4 " -20 X 3" LONG GROUND STUD PROVISIONS: HOLE TO ACCOMMODATE IN <br />GROUND STUD OPPOSITE HAND <br />ST. STL. HEX HEAD BOLT ANCHOR BOLTS: (4) 1- <br />DIA. (SUPPLIED BY OTHERS) <br />—' —� BOLT PROJECTION: 5 REQUIRED <br />TENON: 2 7/8" DIA.. X 7" HIGH (TO ACCEPT CROSS ARM) <br />TITY 14 REQUIRED <br />QUAN ................... <br />r <br />SHAFT TO BE T6 = <br />HEAT TREATED THEN p <br />POWDER COATED <br />BLACK m <br />0 11 5/8" SQUARE <br />w <br />J <br />0- <br />EL <br />D <br />N p 1 1/2" X 2 1/2" SLOT <br />O TO ACCOMMODATE A <br />you 1" DIA.ANCHOR BOLT <br />ZD J (4 PLACES; <br />o 6 10 <br />V) m <br />U a wwo <br />(nW <br />OF BANNER ARMS <br />a :) O a 1-4- OF HAND HOLE <br />o o rn <br />0 z & RECEPTACLE <br />o Z Ci w z - <br />SECTION BB <br />w p N.T.S. <br />3 = 0 x cn <br />O co N mWm LU <br />n <br />tz Z X <br />jig <br />� N U <br />R <br />z <br />0. <br />J <br />B B a <br />24" DIAMETER <br />'B' SEE TABLE <br />LIGHT POLE DETAIL <br />CITY OF SUNNY ISLES <br />N.E. 172ND STREET <br />SUNNY ISLES, FLORIDA <br />NTS <br />HOT DIP ANCHOR BOLTS <br />(FULLY GALVANIZED) <br />ILL SEE TABLE FOR DETAILS <br />POLE FOUNDATION EMBEDMENT TABLE <br />BACKILL <br />N A N <br />NBN <br />COMMENTS <br />TYPE <br />DEPTH <br />WIDTH <br />4000 PSI <br />51-0" <br />2''6" <br />REINF. W/ <br />9-8 VERT. <br />CONCRETE <br />W/#3 TIES <br />ASTM -A-615 <br />GRADE 60 <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 />POLE DETAILS <br />FLORIDA LICENSE NO. 20957 <br />N.T.S____ —_� <br />PROJECT No <br />03 -4197 <br />FILE^ - - - - - -~ <br />SHEET <br />E -106 <br />