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HomeMy WebLinkAboutWORTHINGTON STORAGE - PDP220003 - SUBMITTAL DOCUMENTS - ROUND 2 - PHOTOMETRIC PLANS3 MH: 20 T S2 MH: 15 S1 MH: 20 S1 MH: 20 S1 MH: 20 S1 MH: 20 S1 MH: 20 S1 MH: 20 S1 MH: 20 S1 MH: 20 S1 MH: 20 ES1 MH: 8 PROPERTY LINE S1 MH: 20 S1 MH: 20 S1 MH: 20 S1 MH: 20 S1 MH: 20 S1 MH: 20 S1 MH: 20 ES1 MH: 8 S1 MH: 20 S3 MH: 20 S2 MH: 15 S1 MH: 20 0.1 0.1 0.5 0.3 0.3 0.2 0.6 0.4 0.2 0.0 0.0 0.5 0.2 0.0 0.0 0.0 0.5 0.3 0.0 0.0 0.0 0.6 0.4 0.0 0.0 0.0 0.7 0.4 0.0 0.0 0.0 0.6 0.4 0.0 0.0 0.0 0.7 0.4 0.0 0.0 0.7 0.4 0.0 0.7 0.5 0.0 0.0 0.8 0.0 0.0 0.6 0.0 0.1 0.6 0.2 0.3 0.6 0.2 0.3 0.9 0.6 0.3 0.5 1.0 0.7 0.4 0.9 0.6 0.4 0.8 0.8 0.6 0.3 0.6 0.8 0.6 0.7 0.7 0.5 0.9 0.8 0.4 0.7 0.8 0.4 0.4 0.4 0.2 0.3 0.5 0.5 0.2 0.2 0.0 0.2 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 0.1 0.0 0.0 0.1 0.1 0.0 0.1 0.2 0.0 0.0 0.1 0.1 0.2 0.0 0.0 0.1 0.2 0.0 0.0 0.1 0.2 0.4 0.0 0.0 0.2 0.3 0.4 0.0 0.0 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 0.5 2.0 1.5 3.9 3.9 4.6 2.1 5.5 6.1 4.3 1.6 6.8 4.9 3.0 1.4 1.9 2.6 4.7 3.2 2.3 1.5 2.5 2.6 2.4 3.7 1.5 1.7 1.8 1.1 1.6 2.2 2.1 2.0 2.4 2.7 1.5 1.0 1.2 1.2 1.9 2.6 2.6 1.8 1.5 1.0 2.4 2.0 1.3 2.6 2.5 2.3 1.7 1.2 2.1 2.7 1.9 2.5 2.3 1.8 1.2 1.1 2.2 2.5 2.5 2.1 1.5 1.3 1.5 1.0 2.2 2.5 2.8 1.6 2.2 2.4 1.4 0.9 1.0 2.0 1.6 1.8 2.1 2.5 1.7 1.4 0.9 0.6 1.5 2.4 0.8 2.6 2.4 2.0 1.5 1.1 1.1 2.0 2.7 3.1 2.8 2.6 2.0 1.3 1.1 1.7 1.9 2.4 3.4 2.2 1.6 1.2 1.3 1.0 0.9 1.5 2.8 1.7 2.5 1.4 1.8 2.1 1.3 0.9 0.9 1.9 3.0 3.2 1.8 2.1 2.7 1.8 1.3 0.8 1.2 2.2 3.2 3.8 2.4 1.9 2.8 2.3 1.7 1.3 0.9 1.0 1.4 2.1 2.7 2.6 2.3 2.2 2.7 2.6 2.1 1.2 0.9 1.4 1.7 2.5 2.2 2.3 1.9 1.9 1.7 2.1 2.2 1.9 2.0 0.9 1.5 1.9 2.2 1.9 2.2 2.7 2.9 2.3 1.8 2.3 2.8 2.1 1.8 2.8 2.4 2.5 2.6 2.9 2.3 2.9 2.9 1.0 2.0 2.7 2.8 3.3 3.5 0.8 1.2 1.9 2.5 3.5 6.6 3.3 0.7 1.1 1.7 2.5 4.0 5.1 4.0 2.5 0.7 1.2 1.7 2.5 3.5 4.3 2.9 2.2 1.2 0.4 0.8 1.5 2.4 3.1 3.6 3.3 2.5 1.7 0.3 0.6 1.1 2.2 2.7 3.0 2.7 2.6 0.6 1.4 2.4 2.0 1.9 0.6 1.2 1.5 Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF Description 9 EDGE-4M-E_EDITABLE SINGLE 10296 0.900 For use with Series E EDGE, 228, 304 and LEDway Luminaires 1 AFF_FCT SINGLE N.A.0.900 AFF FCT 1 EDGE-2M-E_EDITABLE SINGLE 10296 0.900 For use with Series E EDGE, 228, 304 and LEDway Luminaires 1 EDGE-4M-E_EDITABLE_1 SINGLE 11638 0.900 For use with Series E EDGE, 228, 304 and LEDway Luminaires Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min 10' Beyond Illuminance Fc 0.22 1.0 0.0 N.A.N.A. entry drive Illuminance Fc 0.50 0.5 0.5 1.00 1.00 entry drive_1 Illuminance Fc 2.14 6.8 0.3 7.13 22.67 ELECTRICAL PHOTOMETRIC SITE PLAN REVISIONSCONSULTING ENGINEERSCONTRACTOR2/23/2022 7:23:11 AMJOB NO: 2150005102 PE : STRUCTURAL:ELECTRICAL:PLUMBING:MECHANICAL:HENDERSON ENGINEERS, INC.8311 West Sunset Road, Suite 240Las Vegas, NV. 89113(P) 702.365.3522CIVIL:999 18th ST., STE. 2110DENVER, CO 75206(P) (303) 801-1767WWW.ARCOMURRAY.COMSELF STORAGE PROJECT for:Ft. Collins, ColoradoDATE : 12/17/2021 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF IT IS NOT TO BE USED FOR PURPOSES. LICENSE #LICENSE #LICENSE # DEAN W. CHANDLER 54612 CONSTRUCTION PRELIMINARY SUBMITTAL SCALE: 1/32"=1'-0" PHOTMETRIC SITE PLAN1 3/4" RNC NO SCALE POLE BASE DETAIL2 5/8" X 8' DRIVEN GROUND ROD WITH #6 CU. GROUND BONDED TO POLE GROUNDING LUG AND TO GROUND ROD ELECTRICAL CIRCUIT TO LIGHT POLE. REFER TO SITE PLAN AND PANELBOARD SCHEDULES FOR SIZES OF CONDUITS AND CONDUCTORS RNC (TYP) LINE OF GRADE OR PAVING ANCHOR BOLTS, PER MANUFACTURER GROUT POLE BASE PLATE BOND ELECTRICAL EQUIPMENT GROUNDING CONDUCTOR RUN WITH CIRCUIT TO LIGHT POLE GROUNDING LUG. HANDHOLE WITH REMOVABLE COVER AS SPECIFIED LIGHT POLE. RE: LIGHT FIXTURE SCHEDULE FOR TYPE. OPTIONS AND ACCESSORIES AS SPECIFIED. RE: LIGHT FIXTURE SCHEDULE FOR NUMBER AND TYPE OF HEADS AND CONFIGURATION Y3 Y2 Y1 REINFORCED CONCRETE FOUNDATION. SIZE AND TYPE AS REQUIRED TO MEET SITE CONDITIONS X Y1 Y3 Y2 TABLE OF DIMENSIONS* REFER TO LIGHT FIXTURE SCHEDULE FOR POLE HEIGHT 1/4 OF POLE HEIGHT Y1 *NOTE: ALL DIMENSIONS ARE APPROXIMATE AND ARE SHOWN FOR REFERENCE ONLY. POLE FOUNDATION SHALL BE DESIGNED AND SEALED BY A PROFESSIONAL STRUCTURAL OR CIVIL ENGINEER LICENSED IN THE PROJECT STATE AND SUBMITTED AS PART OF THE SUBMITTAL PROCESS. POLE HEIGHT < 16' = 1'-6" POLE HEIGHT > 16' = 2'-0" VEHICULAR AREAS - 3'-0" NON-VEHICULAR AREAS - 0'-6" X 10 of 11 ELECTRICAL CUTSHEETS REVISIONSCONSULTING ENGINEERSCONTRACTOR2/23/2022 7:24:37 AMJOB NO: 2150005102 PE : STRUCTURAL:ELECTRICAL:PLUMBING:MECHANICAL:HENDERSON ENGINEERS, INC.8311 West Sunset Road, Suite 240Las Vegas, NV. 89113(P) 702.365.3522CIVIL:999 18th ST., STE. 2110DENVER, CO 75206(P) (303) 801-1767WWW.ARCOMURRAY.COMSELF STORAGE PROJECT for:Ft. Collins, ColoradoDATE : 12/17/2021 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF IT IS NOT TO BE USED FOR PURPOSES. LICENSE #LICENSE #LICENSE # DEAN W. CHANDLER 54612 CONSTRUCTION PRELIMINARY SUBMITTAL S1 ES1 ES1 S2 S3 J:\Philadelphia\Programs\A-E\ARCO Murray\2150005102 Photometric Calcs - Ft. Collins, CO\001\Elec\2150005102 E1.2 ELECTRICAL CUTSHEETS.dwg, Plot, 2/23/2022 7:24:37 AM, karolkluczynski, 1:111 of 11