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�II�IV�Wllbllll'11Y1�1■I�iWYII� L�iV�'_'1,1�"�I�! <br />PHOTOMETRIC SITE PLAN <br />UV SCALE: 1"=20' <br />a <br />FRONTAGE ROAD <br />0 <br />rn <br />IN -GROUND HANDHOLE SCHEDULE <br />DESCRIPTION <br />1POLYMER CONCRETE, UL LISTED, HANDHOLE WITH BOLT DOWN COVER <br />AND OPEN BOTTOM. COVER TO BE LIFT OUT, LOCKING TYPE WITH (2) <br />HEX HEAD BOLTS. COVER TO INDICATE "ELECTRIC". <br />NOMINAL BOX SIZE 11'W X 18% X 12'D <br />QUAZITE IPG1118BA12/PG1118CA00-17. LANDSCAPED AREAS - UL TIER 5 <br />NOTES: <br />1, CONDUITS TO BE STUBBED A MINIMUM OF 4" ABOVE GRAVEL. <br />12. FURNISH AND INSTALL GRAVEL IN BOTTOM OF HANDHOLE FOR DRAINAGE IN <br />ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. <br />3. ALL CONNECTIONS IN HANDHOLE SHALL BE MADE WITH WATERPROOF, <br />SNAP -LOCK GEL FILLED CONNECTOR KITS EOUAL TO CMC /DSR2/0 OR <br />RAYCHEM JGTAP-2 AND KING 'DRY-CONN' WIRE NUTS FOR FUSE TO <br />FIXTURE CONNECTION. <br />LIGHT FIXTURE, SEE <br />FIXTURE SCHEDULE <br />FOR ACTUAL TYPE, <br />PRESTRESSED CONCRETE, <br />SQUARE, TAPERED POLE. <br />HANDHOLE <br />6" SEPARATION MAX. <br />PROVIDE IN -GROUND HANDHOLE <br />GRADE <br />z 24" MIN. „ <br />_ � � � , „ � 3/4" PVC MIN. (SEE <br />j <br />________________ L-- _'/ j :��' SITE PLAN FOR SIZES) <br />--- - <br />--------------------- ----- ----- <br />o '� <br />I <br />#4 BARE CU GND, WIRE <br />3/4" X 10' <br />LENGTH AS REQUIRED TO GND. ROD (DRIVEN) <br />ACHIEVE WIND LOAD IN <br />NOTE 4. (MINIMUM 7'-0") <br />PARKING LOT CONCRETE POLE DETAIL <br />SCALE: NONE <br />GENERAL NOTES <br />1. AT EACH POLE LOCATION, THE CONTRACTOR SHALL PROVIDE A 3/4"X10' <br />COPPER CLAD GROUND ROD CONNECTED TO A #4 BARE COPPER CONDUCTOR, CAST <br />IN POLE, EXTENDED TO TENON SLIP FITTER. EQUIPMENT GROUNDING <br />CONDUCTORS SHALL ALSO BE BONDED TO THE GROUND ROD. ALL CONNECTIONS <br />TO THE GROUND ROD SHALL BE BY EXOTHERMIC WELD CONNECTION. <br />2. ALL POLES ARE TO BE PROVIDED WITH HAND HOLES (MINIMUM 3"X5"). <br />3. PROVIDE ALL HARDWARE NECESSARY TO COMPLETE THE INTENDED <br />INSTALLATION. <br />4. CONTRACTOR SHALL BE REQUIRED TO SUBMIT CALCULATIONS FROM THE <br />POLE MANUFACTURER, SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE <br />STATE OF FLORIDA, TO CERTIFY CONFORMANCE OF EACH ENTIRE POLE AND <br />FIXTURE ASSEMBLY TO THE FOLLOWING STANDARDS: <br />A. 90 MPH IN ACCORDANCE WITH AASHTO SPECIFICATIONS. <br />B. 140 MPH IN ACCORDANCE WITH CALCULATIONS DICTATED IN THE FLORIDA <br />BUILDING CODE. <br />5. CONTRACTOR IS TO FURNISH AND INSTALL IN -LINE BALLAST FUSES IN <br />BUSSMANN "TRON' WEATHERPROOF FUSE HOLDERS #HEB-SERIES WITH KTK FUSES <br />(SIZE AS REQUIRED). FUSE EACH LUMINARIE SEPARATELY. LOCATE FUSES <br />IN HANDHOLE OF POLE. <br />6. AN IN -GROUND HANDHOLE SHALL BE INSTALLED AT EVERY POLE LOCATION <br />WHETHER OR NOT INDICATED ON THE DRAWINGS. THE HANDHOLE SHALL BE <br />SIZED TO CONTAIN ALL CONNECTOR KITS, AND GROUND RODS. ALL CONNECTIONS <br />IN HANDHOLE SHALL BE MADE WITH WATERPROOF, SNAP -LOCK GEL FILLED <br />CONNECTOR KITS EQUAL TO CIVIC #DSR2/0 OR RAYCHEM #GTAP-2 AND KING <br />"DRY-CONN" WIRE NUTS FOR FUSE TO FIXTURE CONNECTION. <br />LUMINAIRE SCHEDULE <br />Symbol Label Catalog Number <br />Description <br />Lamp <br />File Lumens LLF <br />GSM-XX-400-MP- <br />MEDIUM <br />400 WATT PULSE START <br />S1 XX-SL-FG-XX-X <br />ARCHITECTURAL AREA <br />CLEAR ED-28 <br />GSM-XX-400- 40000 0.86 <br />LUMINAIRE-HORIZONTAL <br />HORIZONTAL BURN <br />MP-XXSL- <br />LAMP-SPILL LIGHT <br />FG.ies <br />ELIMINATOR <br />STATISTICS <br />Description <br />Symbol Avg Max Min Max/Min Avg/Min <br />Parking Area <br />+ 2.9 fc 5.1 fc 0.4 fc 12.8:1 7.3:1 <br />Property Line <br />0 0.7 fc 2.1 fc 0.1 fc 21.0:1 7.0:1 <br />Job Number: 65173 <br />L <br />Colwill Engineering <br />Consulting Engineers, Inc. <br />Engineering Business No. 9021 <br />4750 East Adamo Drive Tampa, Florida 33605 <br />Tel: 813-241-2525 Fax: 813-241-2424 <br />© 2013 ALL RIGHTS RESERVED <br />e r Tec <br />w ion <br />Associates, Inc. AA26001933 <br />Architecture • Planning • Interior Design <br />14125 N.W. 80th Ave. Suite 303 <br />Miami Lakes, FI. 33016 <br />T. 786-235-9097 <br />F. 305-362-4420 <br />\ dtiinfo@dtiarchitect.com <br />www.dtiarchitect.com <br />����` �p�`L ' ►C 0C <br />GE <br />� • 50 16 '•�� <br />ST • fir: <br />0 <br />►►fill <br />Phillip L. Cochran, <br />P.E. No.50716 <br />Revisions: <br />Date Description <br />O <br />C7 <br />Fi <br />r, <br />O M <br />a <br />0 <br />O <br />WW <br />U <br />W <br />Q <br />�w <br />a <br />o� <br />H <br />W <br />� <br />A <br />z <br />O <br />m <br />0 <br />� <br />H <br />a <br />� <br />P1 <br />w <br />C <br />a <br />0 <br />F� <br />a <br />x <br />w <br />Job Number: <br />12049.01 <br />File name: <br />Issued Date: <br />07.17.13 <br />Drawn by: <br />AS/PK <br />Checked by: <br />DAS <br />I I SHEET NAME � I <br />PHOTOMETRIC <br />SITE PLAN <br />SHEET NUMBER <br />EP-0, <br />1 <br />