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PLAN <br />MARK <br />AA <br />BB <br />GG <br />PD <br />MOUNTING <br />POLE <br />WALL <br />GROUND <br />GROUND <br />02 o o° o� 22 3ti �( �� 0)0,\Q)c,0�� <br />IC -s 'C' S..' C44' C4' )2 44Z <br />06) OQ) (�'� 2'\ 3� 4i lk �2! �' °�• .2.0 <br />.Noc2ti ��� titi ,b`�°� 2 '. <br />(/ <br />ti c) c <br />fi <br />0ti <br />1\2 <br />7)P b2 o ,ti <br />N2 <br />\2.42 <br />3 9.7) <br />c41 <br />co�Q <br />O <br />�� o° 3° 2 �' <br />°` (0° <br />do ' 0° (1 43, (° <br />93 Ix <br />o <br />o <br />o � <br />q•, , <br />4' <br />4.�D <br />N?/ <br />3� <br />i5 (40 6q) x <br />JA �0 q ®n' .ti AC <br />2 <br />t <br />g 2 <br />e?K' <br />3\ <br />(§/ q o Dc'. <br />SITE LUMINAIRE SCHEDULE <br />DESCRIPTION MANUFACTURER AND <br />CATALOG NUMBER <br />SHOE BOX MGGRAW-EDISON G511521 <br />WALL PACK MGGRAW-EDISON GSI1421 <br />BOLLARD MCGRAW-EDISON 13R17012Q428Z <br />FLOOD MGGRAW-ED I SON FL42 <br />2 tib' N °' <br />heti ,\� 9 <br />Oti � (:7 I �/ k3 <br />DO '\ <br />Nti <br />r)) 4'/\ 1 <br />(c'• 6)(() 'x� <br />0cZ <br />■ <br />4:4.‘ <br />22 (>39'7 �q, <br />6)(0 <br />6)ti0 <br />c• <br />2 <br />NO. OF <br />LAMPS <br />LAMP <br />TYPE <br />250W MH <br />1151,1 MH <br />70W MH <br />10W MH <br />REMARKS <br />SEE POLE BASE DETAIL <br />e <br />I 22 <br />4'i <br />()� A h� ti� cA <br />titi n )�� �2 (g°X12 C4� C42 <br />r>co A <br />C.• LJ o 3 �r ,,1 <br />q'R2 °gl � Cr)) ®° <br />ti' `-� Q�'bO <br />oti �� �°' o9) (,)N q° 2� '.Z� <br />2°i c, "� ti k) <br />�� +c' 4o )ti )2 2 ti <br />b2 <br />° 2 3 <br />0;',/ 0/\2 <br />T <br />n` <br />(ti A 2 w A <br />�y3 <br />Gti <br />Cc <br />A c <br />no o,O °' 2O tiC° o,<b <br />A2' ti� t2 CO3 02 ,\O <br />qz <br />a SITE PHOTOMETRI GS PHASE 2 <br />S E 2 30' 15' <br />0 <br />30' <br />60' <br />1"=301-0" <br />2`° <br />bC` <br />o� <br />° fir \ C4' <br />Z <br />Ca' <br />o 0) ,o2 <br />,,+(b: ,,,÷4s ;) i.< <br />2°2 oti �A <br />D) � 6ti N/.\ <br />Oca) of D ti(‹D <br />c(?' (0q) Aq) 1b <br />`4' <br />c)3 4.1 t..„3 <br />3 n co <br />I .oma cs q,(9. <br />b11 ,(Q 3 2 2 <br />10) <br />o'\•\,(/ <br />/ 42) <br />4' 4' <br />'4 <br />1>c ts <br />9 <br />22'-O" <br />2'-O" <br />***(WHERE REQUIRED BY LOCAL GODES, THE CONDUIT STUBBED ABOVE THE <br />CONCRETE BASE SHALL BE GRC TYPE CONDUIT WITH A METAL BUSHING) <br />*** THE EXACT LOCATIONS OF ALL BASES SHALL BE DETERMINED FROM <br />THE ARCHITECTURAL AND CIVIL DRAWINGS, INCLUDING THE TOP OF THE <br />POLE BASE ELEVATIONS. <br />CONNECT SYSTEM GROUND <br />CONDUCTOR TO GROUNDING <br />LUG INSIDE OF POLE HANDHOLE <br />GRD PER NEC 250 -el <br />POLE, BASE COYER--� <br />GROUND CONDUCTOR <br />TO REBAR IN POLE BASE <br />--PER LIGHTING FIXTURE <br />SCHEDULE. SEE PLANS <br />FOR FIXTURE NUMBERS <br />AND CONFIGURATIONS. <br />HANDHOLE COVER <br />ENt7BELL <br />I ;'OUTER BASE- <br />-NON SHRINK <br />ANCHOR <br />BOLTS SUPPLIED <br />NTH POLE <br />AS REQUIRED FOR <br />100 MPH WIND <br />LOADS AND FOR <br />THE LOCAL SOIL CONDITIONS. <br />PER NEG <br />#300-5 <br />PVG SGH 40 CONDUIT <br />�—CONCRETE POLE BASE--3000PSI <br />7 WITH 4 #4 VERTICAL REBARS <br />AND #2 REBAR TIES ® 12" <br />12" MORE IN DIAMETER THAN <br />THE BOLT CIRCLE DIAMETER <br />OF THE POLE A5 THE MINIMUM <br />DIAMETER OF THE POLE BASE. <br />POLE BASTA I L <br />NTS <br />MANUFACTURER'S WALL <br />MOUNTING BRACKET <br />WALL MOUNTED <br />2 LICHT FIXTURE DETAIL <br />Sri NTS <br />ELDORADO <br />ARTESIAN <br />SPRINGS, INC. <br />LOT2A, BLOCK 1 <br />THE PARK AT CTC <br />LOUISVILLE, COLORADO <br />O'CONNOR <br />DEVELOPMENT, LLC <br />287 CENTURY CIRCLE SUITE 101 <br />LOUISVILLE, CO. 80027 <br />Ta 303.443.4575 <br />FAX 303.664.5141 <br />SEIBERT <br />ARCHITECTS, LLC <br />1350 LAWRENCE STREET, 5.100 <br />DENVER, CO. 88204 <br />1EL 303.893.3304 <br />FAX 303.446.0958 <br />SCOTT COX AND <br />ASSOCIATES, INC. <br />CIVIL CONSULTANTS <br />1530 551 STREET <br />BOULDER, CO. 80303 <br />1EL 303.444.3051 <br />FAX 303.444.3387 <br />THE PLANNING <br />GROUP <br />LANDSCAPE ARCHITECTURE <br />1135 PEARL STREET, SUITE 3 <br />BOULDER, ak 80306 <br />TEL 303.444.1548 <br />FAX 303.444.6011 <br />GIVEN & ASSOCIATES, INC. <br />MECHANICAL AND <br />ELECTRICAL CONSULTANTS <br />12345 W. A AME)A PARKWAY, SUITE 310 <br />LAKEWOOD, CO. 80228 <br />TEL 303.716.1270 <br />FAX 303/16.1272 <br />PROJECT #: 021 <br />DATE: ISSUE: <br />7.05.00 PUD <br />DRAWN BY: LMM <br />CHECKED BY: JBG <br />'SHEET: <br />SITE PHOTOMETRICS & DETAILS <br />SE -2 <br />SHEET: 2 OF: 2 <br />3Hii SHU NO Vag: 3u 3903 Ni3iliSO4 <br />2599 d391Nf1N laVd A9 a30a03U <br />8381A1f1N JNIMVa❑ <br />0 <br />13 <br />z <br />m <br />01 <br />N <br />S1Of100E1d 00dt5 <br />z <br />m <br />z <br />m <br />Iooz •Nvr <br />a381Alf1N ONIMVEIO <br />8381A1f1N ONIMV80 <br />