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B-1 <br />A-3 <br />A-4 <br />1.2 <br />1.4 <br />1.7 <br />1.9 <br />2.1 <br />2.3 <br />2.4 <br />2.5 <br />2.5 <br />2.5 <br />2.5 <br />2.4 <br />2.4 <br />2.2 <br />2.0 <br />1.8 <br />1.6 <br />1.2 <br />1.4 <br />1.7 <br />2.0 <br />2.3 <br />2.5 <br />2.7 <br />2.9 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />2.9 <br />2.8 <br />2.6 <br />2.4 <br />2.2 <br />1.9 <br />1.3 <br />1.6 <br />2.0 <br />2.3 <br />2.8 <br />3.2 <br />3.4 <br />3.6 <br />3.6 <br />3.5 <br />3.4 <br />3.4 <br />3.5 <br />3.5 <br />3.3 <br />3.1 <br />2.7 <br />2.2 <br />1.5 <br />1.8 <br />2.2 <br />2.8 <br />3.4 <br />3.8 <br />4.0 <br />4.2 <br />4.3 <br />4.0 <br />3.8 <br />4.0 <br />4.2 <br />4.1 <br />3.8 <br />3.7 <br />3.3 <br />2.6 <br />1.6 <br />2.0 <br />2.5 <br />3.2 <br />3.8 <br />4.0 <br />4.3 <br />4.6 <br />4.7 <br />4.5 <br />4.2 <br />4.4 <br />4.6 <br />4.4 <br />4.1 <br />4.0 <br />3.6 <br />1.7 <br />2.1 <br />2.6 <br />3.4 <br />3.9 <br />3.6 <br />4.6 <br />4.2 <br />4.9 <br />4.5 <br />4.3 <br />4.6 <br />4.7 <br />3.9 <br />4.3 <br />3.5 <br />3.8 <br />1.7 <br />2.1 <br />2.7 <br />3.4 <br />4.0 <br />4.3 <br />4.6 <br />4.8 <br />4.5 <br />4.3 <br />4.6 <br />4.7 <br />4.4 <br />4.2 <br />4.1 <br />1.7 <br />2.1 <br />2.6 <br />3.3 <br />3.9 <br />4.3 <br />4.5 <br />4.8 <br />4.8 <br />4.2 <br />4.0 <br />4.2 <br />4.4 <br />4.3 <br />4.0 <br />4.1 <br />1.7 <br />2.1 <br />2.5 <br />3.0 <br />3.6 <br />4.0 <br />4.3 <br />4.4 <br />3.8 <br />3.7 <br />3.6 <br />3.7 <br />3.8 <br />3.8 <br />3.6 <br />3.8 <br />1.6 <br />2.0 <br />2.4 <br />2.8 <br />3.2 <br />3.5 <br />3.1 <br />3.0 <br />2.9 <br />1.6 <br />2.0 <br />2.3 <br />2.6 <br />2.7 <br />2.8 <br />2.8 <br />2.7 <br />2.6 <br />1.5 <br />1.9 <br />2.1 <br />2.4 <br />2.6 <br />2.8 <br />2.8 <br />2.6 <br />2.4 <br />1.4 <br />1.7 <br />2.0 <br />2.3 <br />2.6 <br />2.7 <br />2.7 <br />2.5 <br />2.3 <br />1.3 <br />1.5 <br />1.9 <br />2.2 <br />2.4 <br />2.5 <br />2.5 <br />2.4 <br />2.3 <br />1.2 <br />1.5 <br />1.9 <br />2.3 <br />2.5 <br />2.7 <br />2.3 <br />2.2 <br />1.7 <br />2.0 <br />2.2 <br />1.1 <br />1.4 <br />1.8 <br />2.1 <br />1.8 <br />2.5 <br />2.6 <br />2.7 <br />2.2 <br />2.1 <br />2.1 <br />2.2 <br />2.3 <br />2.2 <br />2.3 <br />2.3 <br />1.6 <br />1.9 <br />2.2 <br />1.3 <br />1.6 <br />1.9 <br />1.1 <br />1.3 <br />1.5 <br />1.0 <br />5.0 <br />3.0 2.7 2.5 2.4 1.94.1 <br />1 <br />SITE PHOTOMETRIC PLAN <br />SCALE: 1/8" = 1'-0" <br />NORTH <br />Scale <br />Date <br />Drawn By <br />Checked By <br />Project Number <br />14 <br />3 <br />0 <br /> <br />E <br /> <br />E <br />D <br />I <br />N <br />G <br />E <br />R <br /> <br />A <br />V <br />E <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />NOVUM <br />A R C H I T E C T U R E, Inc <br />www.novumarchitecture.com <br />OFFICES: SOUTH BAY / ORANGE COUNTY <br />116 S CATALINA AVE. STE. 122, <br />REDONDO BEACH, CA 90277 <br />TEL: 310-383-1827 / 310-709-4476 <br />N <br />AS SHOWN <br />TO <br />M <br />' <br />S <br /> <br />J <br />R <br />CAD <br />Author <br />9-1-2023 <br />tom's2023 <br />Mr <br />. <br /> <br />S <br />p <br />i <br />r <br />o <br />s <br /> <br />P <br />o <br />l <br />i <br />t <br />i <br />s <br />No.Description Date <br />1 PC Comments 08/08/2024 <br />2 HlthDep.Corr.2 09/03/2024 <br />RESTAURANT <br />2,4589 SF <br />SITE LIGHTING <br />PHOTOMETRIC <br />CALCULATIONS <br />E-109 <br />POLE <br />CONCRETE BASE <br />REINF. RODS, REFER TO <br />SEE SITE PLAN FOR <br />(4) 1"X36" GALV STEEL <br />ANCHOR RODS <br />FINISH GRADE <br />1"X45° CHAMFER <br />GALV. STEEL BASE PLATE <br />BOLTS AND WASHERS <br />POWER & SIZE <br />HANDHOLE W/NON-FERROUS <br />TAMPER PROOF SCREWS <br />2'-6" <br />REF STRUCT <br />BASE COVER <br />EXOTHERMIC WELD <br />20'-0" BARE #6 CU. <br />IN GROUND UNDER BASE <br />CONDUIT & CONDUCTORS, <br />STRUCTURAL PLANS <br />REF STRUCT <br />PROVIDE 1/2 TIE <br />SPACING ABOVE GRADE <br />2 LIGHT POLE BASE ELECTRICAL DETAIL <br />N.T.S. <br />NOTE 1: FOR TOTAL HEIGHT OF POLE FROM GROUND REFER TO PHOTOMETRIC PLAN. <br />NOTE 1 <br />1430 E Edinger Ave <br />3/27/2025