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E1.1 Site Photometric Plan 03-20-18
H . C . V A N 1 2 3 4 5 6 7 8 9 10 12 13 1411 15 18 19 2017 21 22 23 24 25 16 H . C . V A N R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R2 R2 R2 R2 R2 R2 R2 R2 R2 R2 R2 R2 R2 PL1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 +96" +96" WP1 +96" +96" (PARAPET AFF)+96" +96" +96"+160.75" +25'-0" PL1 +25'-0" R1 R1 R1 R1 R1 R1 R1 R1 R1 0.0 0.1 0.2 0.4 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.5 0.6 0.6 0.5 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.6 0.6 0.7 0.6 0.5 0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.6 0.7 0.7 0.6 0.6 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.7 0.7 0.7 0.7 0.6 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.7 0.8 0.8 0.7 0.7 0.6 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.8 0.8 0.7 0.7 0.7 0.6 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 0.9 0.9 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.2 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.7 0.9 1.0 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.7 3.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.7 1.0 1.0 0.9 0.8 0.8 0.7 0.6 0.5 0.5 0.4 0.3 0.2 0.1 0.0 0.9 4.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.8 0.8 1.1 0.9 0.8 0.8 0.7 0.6 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.2 0.3 0.8 0.9 1.1 0.9 0.9 0.9 0.7 0.6 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.2 0.3 0.8 1.1 1.1 1.0 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.2 0.3 0.8 1.1 1.1 1.0 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.5 0.0 0.0 0.2 0.3 0.7 1.1 1.1 1.0 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 2.4 0.0 0.0 0.2 0.3 0.7 1.0 1.1 0.9 1.0 1.0 0.8 0.7 0.6 0.6 0.5 0.3 0.2 0.1 2.2 0.0 0.0 0.2 0.3 0.6 0.9 1.0 1.0 1.0 1.0 0.9 0.8 0.7 0.6 0.5 0.3 0.2 0.2 0.3 0.0 0.0 0.2 0.3 0.6 0.9 1.0 1.1 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.3 0.3 0.4 0.1 0.0 0.0 0.2 0.3 0.6 0.9 1.0 1.1 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.3 0.3 1.0 0.3 0.0 0.0 0.2 0.3 0.6 0.9 1.0 1.1 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.4 1.3 2.2 0.0 0.0 0.2 0.3 0.6 0.9 1.0 1.0 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 1.0 2.4 0.0 0.0 0.2 0.3 0.7 1.0 1.0 1.0 1.0 1.0 0.9 0.7 0.6 0.6 0.5 0.3 0.3 0.6 0.5 0.0 0.0 0.2 0.3 0.7 1.0 1.1 1.0 1.0 1.0 0.8 0.7 0.6 0.5 0.5 0.3 0.3 1.2 0.1 0.0 0.0 0.2 0.3 0.8 1.1 1.1 1.0 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.3 1.5 0.5 0.1 0.0 0.0 0.0 0.2 0.3 0.8 1.1 1.1 1.0 0.9 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.5 0.8 0.1 1.2 0.3 0.1 1.2 0.3 0.0 0.0 0.0 0.0 0.2 0.3 0.8 0.9 1.1 0.9 0.9 0.9 0.7 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.3 0.8 0.9 1.1 0.9 0.9 0.8 0.7 0.6 0.6 0.5 0.4 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.2 0.3 0.8 1.0 1.0 0.9 0.8 0.8 0.7 0.6 0.5 0.5 0.4 0.3 0.6 2.1 2.0 0.4 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.2 0.3 0.7 1.0 1.0 0.8 0.8 0.8 0.7 0.6 0.5 0.5 0.4 0.3 2.4 14.2 13.7 1.7 0.1 0.4 0.5 0.5 0.5 0.4 0.1 0.1 0.0 0.1 0.2 0.6 0.9 0.9 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.4 0.3 4.4 26.1 25.1 3.2 0.1 4.5 5.0 5.0 5.0 4.2 0.6 0.1 0.0 0.1 0.2 0.6 0.8 0.8 0.7 0.8 0.8 0.7 0.6 0.5 0.4 20.6 22.5 22.5 22.5 19.1 2.2 0.1 0.0 0.1 0.2 0.5 0.7 0.8 0.7 0.7 0.7 0.7 0.6 0.5 0.4 25.1 27.6 27.6 27.5 26.0 4.0 0.2 0.1 0.1 0.2 0.4 0.6 0.7 0.8 0.7 0.7 0.7 0.6 0.5 0.4 8.6 9.5 9.5 9.5 8.0 8.3 0.2 0.1 0.1 0.2 0.4 0.6 0.6 0.7 0.7 0.7 0.7 0.6 0.6 0.5 11.8 0.3 0.1 0.1 0.2 0.3 0.5 0.6 0.6 0.7 0.7 0.8 0.7 0.7 0.5 12.5 0.3 0.1 0.1 0.1 0.3 0.5 0.5 0.6 0.6 0.9 1.2 1.1 1.2 0.8 12.5 0.3 0.1 0.1 0.1 0.2 0.4 0.5 0.5 0.5 2.0 4.6 3.8 4.5 2.3 28.4 13.9 0.3 0.1 0.0 0.1 0.2 0.0 0.0 0.0 0.0 4.6 9.0 10.1 9.1 5.6 29.8 14.5 0.4 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 6.6 12.2 14.4 12.4 7.9 26.5 12.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.2 14.8 16.2 15.0 9.0 25.5 12.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.8 15.7 17.5 16.2 9.6 26.5 12.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.3 14.4 16.0 14.9 8.8 29.8 14.5 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.4 14.9 16.5 15.3 9.1 28.4 13.9 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.9 15.8 17.5 16.3 9.7 26.1 12.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.4 14.7 15.9 14.9 8.8 25.6 12.6 0.3 0.1 0.0 0.0 0.0 12.5 19.3 19.8 14.4 12.5 15.3 16.4 15.2 9.1 27.1 13.3 0.4 0.1 0.0 0.0 0.0 16.7 25.5 26.3 19.0 14.2 16.3 17.5 16.1 9.5 30.6 14.7 0.4 0.1 0.0 0.0 0.0 18.5 29.1 29.6 21.3 14.4 15.0 15.9 14.8 8.6 27.2 13.3 0.4 0.1 0.0 0.0 0.0 18.2 27.5 28.4 20.8 14.0 15.4 16.4 15.1 8.9 25.9 12.6 0.3 0.1 0.0 0.0 0.0 18.7 29.1 29.8 21.2 14.9 16.2 17.3 15.9 9.4 29.5 12.7 0.3 0.1 0.0 0.0 0.0 18.7 29.1 29.8 21.2 14.2 14.3 15.3 14.1 8.3 20.7 23.8 40.9 12.9 0.3 0.1 0.0 0.0 0.0 15.4 23.1 23.9 17.6 12.0 11.3 13.1 11.1 7.0 25.3 28.2 33.1 7.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.7 7.6 7.8 7.4 4.2 8.7 9.6 9.3 1.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 2.7 1.9 2.7 1.1 0.0 0.0 0.0 0.0 7.6 19.1 18.5 6.7 0.1 1.0 1.0 0.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.5 0.5 0.3 0.1 0.0 0.0 0.1 1.3 3.0 2.9 1.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 29.3 28.8 R2 R2 R2 R2 R2 R2 R1 R1 R1 PAGE # JOB NUMBER REVISION: CURRENT ISSUE: 2017.05.23 DATE CHECKED BY: DRAWN BY: 1612 BE I CIV I L a n d S T R U C T U R A L E N G I N E E R I N G PR O J E C T M A N A G E M E N T BR I D G E R E N G I N E E R S , I N C . 17-088 18" 30" IN NON-PROTECTED AREAS #4 BARE COPPER BOND FROM BOLT TO REBAR WITH EXOTHERMIC WELD OR COMPRESSION FITTING BASE COVER TO MATCH POLE WITH STAINLESS SCREWS SCHEDULE 40PVC (1") TO HANDHOLE OR NEXT FIXTURE AS SHOWN. NUMBER OF FIXTURE HEADS VARY WITH TYPE OF FIXTURE SEE FIXTURE SCHEDULE CONCEALED WELDED STEEL TENON WITH STAINLESS STEEL BOLTS (ALL WITH POLE) POLE PER SCHEDULE NON-SHRINK GROUT UNDER BASE PLATE PACKED TIGHT AFTER LEVELING 30" MIN CURB LENGTH OF ANCHOR BOLTS PER MANUFACTURERS RECOMMENDATIONS. INSTALL PER FACTORY TEMPLATE. DOUBLE LUGS WITH FLAT WASHERS AT BASE PLATE. CLEAN BOLT THREADS AND SURFACES TO PROVIDE GROUNDING CONTINUITY TO POLE. #4 REBAR CAGE AT 6"O.C. EACH WAY TOP TO BOTTOM. INSTALL (3)#4 HORIZONTAL TIES WITHIN TOP 6" OF BASE. CONTRACTOR MAY USE PRE-CAST POLE BASE. SUBMIT PRE-CAST DRAWING TO ENGINEER FOR APPROVAL. HANDHOLE WITH GROUNDING LUG RUBBED BASE TO 12" BELOW GRADE. RUB CORNERS ROUND AND SIDES SMOOTH LANDSCAPED SURFACE FINAL GRADE 6'-0" MINIMUM 24" ROUND FORMED SITE LIGHTING POLE BASE DETAIL NTS DETAIL GENERAL NOTES: 1.INCREASE THE SPECIFIED HEIGHT OF THE POLE BY 2'-0" TO ENSURE UNIFORM FIXTURE MAINTAIN HEIGHT WHERE THE 6" BASE IS USED. 2.PROTECTED AREA IMPLIES THE POLE IS INSTALLED AT LEAST 30" FROM PARKING OR DRIVE AREAS. E1.1 SCALE: 1"=10'-0"E1.1 1 SITE PHOTOMETRIC PLAN