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<br />•26 39 21 71 i <br />0., <br />0.4 0.2 <br />0.4 0.3 <br />0.5 0.3 <br />0.5 133 <br />0.3 0.3 0.4 b <br />0.2 0.4 12 p <br />0.2 13.6 5 tt 11 <br />0.3 0.6 1.5--2.43 <br />0.3 0.7 Lt t <br />0.3 OB '2.0 <br />0.3 0.5 1.0 1.2 <br />13.3 0.6 <br />0.3 0.7 <br />0.3 b.7 <br />0.3 0.7 <br />is 22 <br />25 �4.1 <br />'24 <br />0.3 0.7 '2.0 <br />1e <br />0.3 b2 be <br />0.1 0.1 '0.0 <br />0.1 b.i b.o <br />b - <br />0.1 b.o b.o <br />0.0 0.0 b.o <br />0.0 b.o b.o <br />b.o 0.0 b.o <br />b.o b.o b.o <br />0.0 0.0 13.0 <br />b.o 0.0 0.0 <br />0.0 0.o 0.o <br />b.o b.o 0.0 <br />00 0o 00 <br />b.o b.o '00 <br />b.o b.o <br />3.7 0.0 0.0 0.o <br />2'. 0.0 b.o 0.0 <br />0.0 0.0 13.o <br />b.o b.o b.o <br />b.o b.o 0o <br />b.o b.o 0.0 <br />'0.0 0.0 b.o <br />b.o 0.0 <br />bo 0.0 b.o <br />0.4 0.7 1.7 '2 <br />0.6 <br />1.0 1.1 <br />1.4 1.4 26 n 3.5 <br />1.8 1.7 2.6 <br />• <br />2.6 1.8 '1.8 . 2.2 <br />0.6 0.2 0.3 0.5 <br />0.4 0.2 <br />0.9 '1.2 <br />0.5 13.9 <br />13.4 <br />0.4 <br />4 <br />3.4 0.9 3 <br />04 0.8 ;.7 <br />0.4 0.8 27 <br />0.4 13.8 <br />0.4 0.8 <br />0.4 0.9 <br />0.3 0.7 <br />0.3 0.7 <br />U.0 13.0 b.o <br />b.o b.o b.o <br />0.0 b.o 0.0 <br />0.0 <br />b.o OA <br />b.o 13.0 0.0 <br />. <br />0.0 <br />b.o b.o b.o <br />b.o 13.6 b.o <br />\).b.b.o b.o <br />b.0 0.0 0.0 <br />bo ba bat <br />- <br />b.o b.o 00 <br />'- b.o '0.o 13.o <br />- o.o 0.0 13.0 <br />, 'z.6 I b.o o.o b.o <br />0.3 0.7 2.3 2.8 ^ 0.0 13.0 b.o <br />0.2 0.4 0.7 bi 10 0.0 b.o <br />C 1.-1 '1 - ie - %.!__" 0.5 0.4 3 1 b.o b.o b.o <br />00 0.1 0.3 1.2 � 8 2.2 2.7 4.2 4.7 3.1 1.8 1 0.7 0.4 II1.■1 1 b.o b.o 0.0 <br />01 0.1 0.4 1.4 2.1 3.3 4.0 3.6 2.5 0.9 0.6 0.3 . 2 0.1 1 0.0 0.0 0.0 <br />00 0.1 0.3 0.8 4. 7 18 1.9 2.9 3.8 3.3 2.2 1.3 0.8 0.5 0.3 1,2 0.1 U 0.0 0.0 0.0 <br />b o 0.1 30.2 0.4 1. 0 112 1.0 1.4 '1.8 1.5 1.1 0.7 0.5 13.3 0.2 1,1 0.1 -.0 '0.0 b.o 0.0 <br />....-- <br />bo 3.1 3.1 0.2 O. <br />•nb.e <br />00 0.0 3.0 0.1 0.3 05 0.2 0.1 13.1 b.1 0.1 0.1 0.1 0.1 0.0 0.0 b.o 0.o b.o 0.o b.0 0.o <br />'o 0 0.0 b.o b.o 0.1 b.1 0.1 0.1 b.o 0.1 b.o b.o b.o 13.0 13.0 b.o 0.o 0.0 0.0 b.o 0.0 b.o <br />EXHIBIT 2 - SHEET 6 <br />1 <br />1 <br />J <br />PHOTOMETRIC PLAN - INTERIM SITE PLAN CONDITION <br />SCALE: 1"=40' <br />Luminaire Schedule <br />Symbol Qty <br />-e 10 <br />❑ 2 <br />05 3 <br />13 <br />c>z 6 <br />X04 1 <br />LTJ 2 <br />-14I 1 <br />Label <br />Eurofase Vello Wall Sconce <br />Landscape Forms Bollard <br />Lumec Metroscape Type 5 <br />EELP Canopy Light <br />Lumec Metroscape Type 2 <br />Lumec Metroscape Type 4 <br />Gardco SlenderForm Type 3 <br />Gardco SlenderForm Type 5 <br />LLF Description <br />0.900 28282-013 <br />0.900 HW -012L5 -035F -40K <br />0.900 MPTR-80W48LED4K-T-LE5 <br />0.750 VR4-70M-QT_ <br />0.900 MPTR-80W48LED4K-T-LE2 <br />0.900 MPTR-80W48LED4K-T-LE4 <br />0.900 SFRA-3-130LA-8053-NW <br />0.900 SFRA-5W-130LA-8053-NW <br />LUMINAIRE SCHEDULE -INTERIM SITE CONDITION <br />Luminaire Schedule <br />Symbol Qty <br />10 <br />2 <br />05 3 <br />15 <br />o2 6 <br />4 1 <br />LTJ <br />2 <br />c -F4-1 1 <br />Label <br />Eurofase Vello Wall Sconce <br />Landscape Forms Bollard <br />Lumec Metroscape Type 5 <br />EELP Canopy Light <br />Lumec Metroscape Type 2 <br />Lumec Metroscape Type 4 <br />Gardco SlenderForm Type 3 <br />Gardco SlenderForm Type 5 <br />LLF Description <br />0.900 28282-013 <br />0.900 HW -012L5 -035F -40K <br />0.900 MPTR-80W48LED4K-T-LE5 <br />0.750 VR4-70M-QT_ <br />0.900 MPTR-80W48LED4K-T-LE2 <br />0.900 MPTR-80W48LED4K-T-LE4 <br />0.900 SFRA-3-130LA-8053-NW <br />0.900 SFRA-5W-130LA-8053-NW <br />3 LUMINAIRE SCHEDULE - FINAL SITE CONDITION <br />NOTE: LEVELING NUTS SHALL BE JSEEI. <br />POLE BEARING PLATE SHALL NOT BE <br />SHIMMED AGAINST PIER CONCRETE. <br />No.6 GROUND CONDUCTORS. <br />L MOUNTING ARM <br />A <br />BOND SYSTEM GRCUND TO <br />GROUNDING LUG INSICE. <br />BOLT COVER. <br />PVC CONDUIT FO <br />CIRCUIT CONTIN: <br />STRAIGHT STEEL P011 <br />Lum. Watts <br />5.1 <br />15.44 <br />81 <br />95 <br />81 <br />81 <br />127.9 <br />128.6 <br />Lum. Watts <br />5.1 <br />15.44 <br />81 <br />95 <br />81 <br />81 <br />127.9 <br />128.6 <br />LIGHTING CIRCUIT UP POLE <br />(TYPICAL ALL CONDUCTORS). <br />BUSSMAN FUSE HOLDERS <br />AND FUSES IN BASE <br />(TYP. ALL CONDUCTORS). <br />HAND HOLE AND COVER. <br />LEVELING NUT. <br />GROUT POLE BASE. <br />1" CHAMFER. <br />-111=111--1=1 <br />30" <br />DIAMETER <br />GRADE <br />D <br />PVC CONDUIT <br />FOR CIRCUIT u) <br />CONTINUATION. 1 <br />NL <br />ANCHOR BOLTS (4). <br />No.7 <br />No.4TI S R6 8 WITH <br />0.C. <br />CONCRETE PIER, <br />30" DIAMETER_ <br />nTALL POLE D ETAI L <br />32 N.T.S. <br />Lum. Lumens <br />189 <br />718 <br />7138 <br />3754 <br />6833 <br />6784 <br />11174 <br />12495 <br />Lum. Lumens <br />189 <br />718 <br />7138 <br />3754 <br />6833 <br />6784 <br />11174 <br />12495 <br />Mounting Height <br />8' <br />3' <br />12' <br />10' <br />12' <br />12' <br />20' <br />20' <br />Mounting Height <br />8' <br />3' <br />12' <br />10' <br />12' <br />12' <br />20' <br />20' <br />STUB PVC <br />4" MIN. <br />INTO POLE <br />3000 PSI MINIMUM CONCRE-E <br />WITH FIBERMESH & RUBBED <br />FINISH ABOVE GRADE <br />1 I. SCHEDULE 40 PVC----___ <br />IN & OUT OF BASES <br />(TYP. OF 3) <br />GALVANIZED STEEL <br />ANCHOR BOLTS. <br />4 <br />0.0 0.0 b.o b.o b.o <br />'0 0 b.o 0.0 13.1 13.1 <br />0.o 0.0 0.1 1.2 0.3 <br />13.0 0.2 0.4 0.7 <br />b.o 0.2 0.6 <br />0.0 b. 13.2 0.7 <br />b.o b. '0.2 0.7 <br />0.0 3.0 0.2 0.6 1.1< <br />0.0 <br />b.o <br />13.4 <br />b.o 0.0 0.0 0.0 b.o 0.0 b.o b.o b.o <br />0.0 b.o 0.0 <br />0.0 0.0 0.0 13.0 <br />13.1 01 0.1 0.1 0.1 0.0 b.o 0.1 0.1 0.1 0.1 13.1 0.1 0.1 <br />0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.1 -b3 0S 13.4 0.5 0.5 b.4 b.3 0.2 <br />C.; L.- 0.9 0.6 0.3 <br />2.2 1.6 <br />bo 0.0 '0.2 0.5 <br />bo 3.0 0.1 0.3 0.1 <br />O0 7.0 0.1 0.2 b.: <br />bo 3.0 0.1 0.2 0.1 <br />bo 3.1 0.1 0.4 <br />bo 11 0.2 <br />00 11 0.1 0.4 1.: <br />b o 3.1 0.1 0.2 0.1 <br />00 3.1 b.1 0.1 0.: <br />bo 0.1 0.1 0.2 b, <br />0 0 0.1 0.2 0.3 0.d <br />00 0.1 32 0.4 O.d <br />.00 01 3.2 0.5 <br />b o 0.1 0.33 0.7 2: <br />0o 0.1 0.2 13.6 <br />00 0.0 0.1 0.3 1.( <br />'00 0.0 0.1 0.1 b, <br />bo 0.0 b.o <br />9 <br />6 16 9 Z3• 1. 25 2 20 <br />1.2 ..1 LZ ?.3 1.5 26 13 26 1.6 <br />�'- Za ■ '.a y <br />112 <br />111 <br />U0 U.4 <br />1.3 0.6 U. 1.0 <br />U.6 <br />2 <br />i.4 o.d G. 0.1 <br />7.E 1.1 o.4 0.1 <br />o.t; 11 <br />03 02- 0-7- 0.2 <br />2.0 2.0 2.7 3.0 2.2 1.4 0.9 13.6 0.4 0.2 0.2 0.1 <br />2 2.9 2.7 3.8 4.0 3.1 19 1.0 0.7 0.4 0.3 /42 b.? <br />22 1.3 8 0.5 0.3 <br />o 1.1 0. 0.5 133 0.2 0.2 <br />0.6 0.7 - 0.8 0.5 0.3 0.2I 0.3 0.3 0.4 0.4b.2 b.o 0.0 0.0 <br />01 0., '02 o.a i.2 .6 <br />01 01 0.2 0.6 14- - ill <br />' .1 1.1 0.3 0.6 1.5 2.0 <br />0.4 <br />04 <br />'05 <br />0.4 <br />03 <br />132 <br />0.1 <br />bo <br />00 <br />b.o <br />00 <br />bo <br />nn <br />0.3 0.3 b2 b.o <br />0.1 0.1 0.1 0.0 <br />b? ^0: b.t- b.o <br />0.1 0.1 b.o 0.0 <br />0.1 b.o bo bo <br />PHOTOMETRIC PLAN - FINAL SITE CONDITION <br />SCALE: 1"=40' <br />FINAL CONDITION IS CONCEPTUAL ONLY, IS NOT APPROVED BY THIS PUD AND IS SUBJECT TO <br />FURTHER REVIEW AND APPROVAL, DISAPPROVAL OR MODIFICATION THROUGH A SEPARATE PUD <br />AMENDMENT PROCESS. <br />-16 BARE COPPER GROUND <br />WIRE FROM GROUND ROC <br />STUBBEC UP-HROUGI; BASE 18" <br />1" CHAMFER <br />CD <br />GRADE <br />l 9a <br />1 <br />DIA. <br />CADWELD CONNECTION <br />OR ACORN CLAMP <br />x 8'-0" COPPER CLAD <br />OUND ROD <br />3 SHORT POLE DETAIL <br />32 <br />V T.S. <br />NOTES <br />1. FINAL CONDITION IS CONCEPTUAL ONLY, IS NOT APPROVED BY THIS PUD AND <br />IS SUBJECT TO FURTHER REVIEW AND APPROVAL, DISAPPROVAL OR <br />MODIFICATION THROUGH A SEPARATE PUD AMENDMENT PROCESS <br />tl LI <br />EE <br />b.o b.o 0.0 <br />b o o.0 0.0 <br />0.0 b.o 0.0 <br />11 <br />Conceptual Plan <br />■ ■■■■■■■■■■■■■■■■■■■■ <br />_ no date <br />1 03.1 1.201 <br />2 07.29.201 <br />3 09.16.201 <br />4 11.16.201 <br />5 05.19.201 <br />■ ■■■■■■•UU giMOO ■■■■■■ <br />designed by: sta <br />drawn by: klm <br />checked by: pms <br />project #: 8675309 <br />• • • <br />TE <br />Manama ADaI <br />PCS Group Inc. <br />P.O. Box 18287 <br />Denver, CO 80218 <br />Phone (303) 531-4905 <br />www.pcsgroupco.com <br />angfineming <br />J3 Engineering Consultants <br />2011 Cherry Street <br />Suite 206 <br />Louisville, CO 80027 <br />Phone (720)975-0177 <br />www.j3engineering.net <br />deo <br />_OPTS <br />PHOTOMETRIC PLAN <br />■ ■■■■■■■■■■■■■ <br />II <br />description <br />6 Initial Submittal ill <br />6 Second Submittal # <br />6 Third Submittal # <br />6 Fourth Submittal <br />7 For Approval a <br />• <br />• 1111111111111111.11••11.1111. <br />■ <br />'Hci?dare ■ <br />OZ Architecture <br />3003 Larimer Street <br />Denver, CO 80205 <br />Phone (303)861-5704 <br />ARCHITECTURE WWW.OZarch.com <br />oGNJm's TO gesegatlle <br />Foundry Builders, Inc. <br />21 South Sunset Street <br />Longmont, CO 80501 <br />Phone (720) 524-3620 <br />1 <br />non <br />■ ■■■■■■■■■■■■■■ <br />■ s <br />i <br />1 <br />1"=40' <br />0 20 40 80 <br />1 <br />1 <br />1 <br />