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PLAN <br />MARK <br />AA <br />BB <br />GG <br />DD <br />MOUNTING <br />POLE <br />WALL <br />GROUND <br />GROUND <br />o� oti o`Z o`5 o`O <br />DESCRIPTION <br />SHOE BOX <br />WALL PAGK <br />BOLLARD <br />FLOOD <br />SITE LUMINAIRE SG <br />MANUFACTURER AND <br />GATALOG NUMBER <br />MGGRAW-ED I SON GSI 1521 <br />MCGRAW-EDISON C511421 <br />MGGRAW-EDISON BRI1OI2942BZ <br />MGGRAW-EDISON FL42 <br />EDU <br />NO. OF LAMP <br />LAMPS TYPE <br />2501A1 . MH <br />r5W MH <br />101A1 MH <br />10WMH <br />REMARKS <br />SEE POLE BASE DETAIL' <br />1N <br />0 <br />9) �rb 3ti <br />(2 Al)" 0)q ,,,r' 9;\ <br />2'` i E r') 03 2A <br />4. 'c' <br />rb <br />b <br />,4,- <br />02 RD (IT <br />(, <br />tio <br />2 � oto n+� <br />el) e?/ <br />�2 2b Q' <br />D< A <br />2 2, <br />qiz <br />I(Z/ <br />7' <br />Cb <br />4) /\ <br />ti <br />14�D` � ti3 bti �� 2§ <br />C' <br />o�' <br />r3 <br />0a& <br />,))O <br />Cs <br />22 �1 roc' (0oi poi <br />02 <br />r�� <br />°'\ n`°\C)le 9) <br />O 2n' <br />4 <br />tx(2) (0O <br />6)c) k bb b0 2� <br />� { c4? <br />o(/ <br />`l) <br />26' 0 220)\2/k? <br />3 <br />SC SC SC <br />b 22 <br />Cb <br />CbCb 1;•1 (0)) 3n' til <br />2� X22 o 2� el) IX (0 <br />0,(/ D Q,2 Dti cb <br />)2 `ie' <br />S <br />SEI <br />„o <br />SITE PHOTOMETRICS PHASE 1 <br />30' 15' <br />0 <br />30' <br />60' <br />1"=30,-0" <br />***(WHERE REQUIRED ,BY LOCAL GODES, THE CONDUIT STUBBED ABOVE THE <br />CONCRETE BASE SHALL BE GRG TYPE CONDUIT WITH A METAL BUSHING) <br />*** THE EXACT LOCATIONS OF ALL BASES SHALL sE DETERMINED FROM <br />THE ARCHITECTURAL AND CIVIL DRAWINGS, INCLUDING THE TOP OF THE <br />POLE BASE ELEVATIONS. <br />22'-0" <br />CONNECT SYSTEM GROUND <br />CONDUGTOR TO GROUNDING <br />LUG INSIDE OF POLE HANDHOLE <br />GRD PER NEG 250-81 <br />1 <br />POLE BASE COVER--___ <br />2'-O" GROUND CONDUCTOR ----- <br />TO RESAR IN POLE BASE <br />—PER LIGHTING FIXTURE <br />SCHEDULE. SEE PLANS <br />FOR FIXTURE NUMBERS <br />AND GONF I DURATIONS. <br />HANDHOLE COVER <br />PVG ENDBELL <br />GROUTED BADE- <br />-NON'SHRINK <br />ANCHOR <br />BOLTS SUPPLIED <br />WITH POLE <br />AS REQUIRED FOR <br />100 MPH WIND <br />LOADS AND FOR <br />THE LOCAL SOIL CONDITIONS. <br />SE I <br />MANUFACTURER'S WALL <br />MOUNTING BRAGKET <br />PER NEG <br />#300-5 <br />PVG SGH 40 CONDUIT <br />/CONCRETE POLE BASE--3000PSI <br />,, WITH 4 #4 VERTICAL REBARS <br />AND #2 REBAR TIES @ 12" <br />12" MORE IN DIAMETER THAN <br />THE BOLT GIRDLE DIAMETER <br />OF THE POLE AS THE MINIMUM <br />DIAMETER OF THE POLE BASE. <br />POLE BASE DETAIL <br />NTS <br />2 <br />SE <br />!MALL. MOUNT <br />LIC #�T I XTUSSTA I L <br />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 />TEL 303.443.4575 <br />FAX 303.664.5141 <br />SEIBERT <br />ARCHITECTS, LLC <br />1350 1AWRENCE STREET, S.100 <br />O MER, CD. 80204 <br />113. 303.893.3304 <br />FAX 303.446.0958 <br />SCOTT COX AND <br />ASSOCIATES, INC. <br />CML CONSULTANTS <br />1530 558i STREET <br />BOULDER, CO. 80303 <br />TEL 303.444.3051 <br />FAX 303.444.3387 <br />THE PLANNING <br />GROUP <br />LANDSCAPE ARCHITECTURE <br />1135 PEARL STREET, SUITE 3 <br />BOULDER, ca 80306 <br />TEL 303.444.1548 <br />FAX 303.444.6011 <br />GIVEN & ASSOCIATES, INC. <br />MECHANICAL AND <br />ELECTRICAL CONSULTANTS <br />12345 W. ALAMEDA PARKWAY, SUITE 310 <br />LA BY000, CO. 80228 <br />111 303.716.1270 <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 -1 <br />SHEET: 1 OF: 2 <br />2 <br />i <br />838Wf1N O IMV80 <br />8381Aif1N ONINWdO <br />\ZL AO R `GOOZ 'NVI' <br />8381/1f1N ONIMVHO <br />