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2021.0482.CI0018 CPR2 Lighting Plans
COMMERICAL BUILDING FIRE LANE ASPHALT ASPHALT PARKINGFIRE LANEFIRE LANEPARKINGWALKWAYFIRE LANE WA-507 DISPLAY AREA SITE LIGHTING PLAN E1.0 1"=30' #### DRAWN CHECKED TWE JOB # CLIENT JOB # SHEET NUMBER SHEET TITLE ISSUED KEY PLAN PROJECT ADDRESS PROJECT TITLE CRUZ DEVELOPMENT KEY PLAN SHEET SCALE CITY REVIEW SHEET OF XXXDRAWING ISSUE NOTEREVISION DATE T R E S W E S T E N G I N E E R S, I N C. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com 17041 YELM HWY SE YELM, WA 98597 NOT FOR CONSTRUCTION 10/12/2021 DATE DPH JCM 210706 9339 1 PLAN NOTES PROVIDE (1) 1" CONDUIT AND 2#8 WIRES AND 1#8 GROUND TO SERVE PARKING AREA LIGHTS. LIGHTS TO BE CIRCUITED TO ELECTRICAL PANEL WITHIN BUILDING. PROVIDE CONCRETE FOOTING FOR PARKING AREA LIGHT. SEE DETAIL 2 ON SHEET E4.0. SEE LIGHT FIXTURE SCHEDULE FOR LIGHT TYPE AND ADDITIONAL INFORMATION. 2 1.PROVIDE COMPLETE WORK FOR REQUIREMENTS AS DESCRIBED ON THIS PAGE. 2.INSTALLATION SHALL COMPLY WITH APPLICABLE CODES, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: 2017 NATIONAL ELECTRICAL CODE (NEC), WASHINGTON STATE ADMINISTRATIVE CODE (WAC), AND 2018 WASHINGTON NON-RESIDENTIAL ENERGY CODE (NREC). 3.PROVIDE ALL MATERIAL AND LABOR RELATED TO THE INSTALLATION OF ELECTRICAL DEVICES AND CONDUIT ROUTING UNDERGROUND. 4.RACEWAYS, WIRE SIZES AND CIRCUITS AS SHOWN REPRESENT INTENT OF INSTALLATION, BUT MAY NOT NECESSARILY REPRESENT THE COMPLETE WIRING COUNTS AND MINIMUM SIZES FOR CONNECTING THE CIRCUITS SHOWN. CONTRACTOR SHALL INCLUDE IN THE BID, ALL REQUIRED RACEWAY SIZES AND NUMBER OF CONDUCTORS IN ORDER TO PROVIDE ALL CIRCUITS SHOWN. 5.LABEL ALL EQUIPMENT, J-BOXES, RACEWAY WITH SERVING PANEL NAME AND CIRCUIT NUMBER(S). 6.INSTALLATION OF UNDERGROUND WIRING SYSTEMS SHALL INCLUDE EXCAVATION, CUTTING, PATCHING, BACKFILL, AND COMPACTION. DO NOT CUT OR DAMAGE ANY EXISTING UTILITIES, STRUCTURAL MEMBERS, OR BUILDING FOUNDATIONS. VERIFY EXISTING CONDITIONS PRIOR TO EXCAVATION WORK. INCLUDE COST FOR UNDERGROUND LOCATOR SERVICE TO IDENTIFY LOCATIONS OF EXISTING COMPONENTS. HAND EXCAVATE IN LOCATIONS WHERE EXISTING UNDERGROUND COMPONENTS ARE SUBJECT TO DAMAGE. REPAIR DAMAGE TO EXISTING UTILITIES OR BUILDING STRUCTURE TO OWNER'S SATISFACTION AT THE CONTRACTORS EXPENSE. GENERAL NOTES 1 1 1 11 1 1 1 1111 1 1 1 1 S1 S1 S1 S1 S1 S1 S1 S1 S3 S3 S3 S2S2S2S2 S3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 COMMERICAL BUILDING FIRE LANE ASPHALT ASPHALT PARKINGFIRE LANEFIRE LANEPARKINGWALKWAYFIRE LANE WA-507 DISPLAY AREA 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.03 0.06 0.09 0.03 0.11 0.08 0.05 0.05 0.08 0.11 0.16 0.13 0.10 0.06 0.05 0.06 0.10 0.13 0.12 0.08 0.04 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.010.010.020.080.300.580.610.400.020.010.010.010.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.20 0.29 0.37 0.43 0.42 0.45 0.43 0.35 0.26 0.16 0.07 0.18 0.38 0.59 0.72 0.85 0.93 0.91 0.83 0.70 0.53 0.29 0.13 0.29 0.61 0.96 1.13 1.38 1.58 1.50 1.25 1.12 0.85 0.43 0.20 0.36 0.75 1.16 1.44 1.82 2.12 2.04 1.63 1.31 1.01 0.55 0.26 0.42 0.88 1.37 1.79 2.30 2.63 2.58 2.09 1.64 1.19 0.65 0.30 0.41 0.95 1.58 2.12 2.54 3.60 3.24 2.45 1.89 1.38 0.66 0.28 0.41 0.92 1.54 2.10 2.57 3.31 3.09 2.36 1.84 1.30 0.70 0.32 0.15 0.41 0.82 1.29 1.67 2.12 2.49 2.45 1.96 1.46 1.13 0.67 0.33 0.20 0.35 0.72 1.17 1.43 1.72 1.92 1.95 1.59 1.32 1.06 0.59 0.29 0.18 0.30 0.63 1.05 1.27 1.47 1.55 1.60 1.39 1.18 0.91 0.52 0.25 0.15 0.29 0.57 0.89 1.12 1.31 1.32 1.34 1.23 1.03 0.79 0.46 0.23 0.14 0.33 0.67 1.06 1.27 1.52 1.67 1.58 1.41 1.21 0.90 0.50 0.24 0.14 0.37 0.76 1.20 1.44 1.76 2.00 1.95 1.56 1.35 1.02 0.55 0.28 0.18 0.44 0.87 1.29 1.66 2.17 2.42 2.42 1.99 1.54 1.15 0.66 0.33 0.20 0.46 0.96 1.53 2.07 2.70 3.21 3.12 2.40 1.87 1.35 0.69 0.32 0.18 0.42 0.94 1.59 2.15 2.69 3.59 3.26 2.51 1.90 1.33 0.70 0.35 0.19 0.44 0.88 1.40 1.84 2.25 2.59 2.58 2.09 1.63 1.27 0.75 0.39 0.24 0.42 0.76 1.23 1.51 1.87 2.18 2.15 1.71 1.43 1.17 0.70 0.41 0.27 0.35 0.68 1.13 1.36 1.56 1.77 1.77 1.53 1.34 1.12 0.74 0.49 0.36 0.32 0.60 0.93 1.16 1.34 1.41 1.46 1.36 1.25 1.11 0.87 0.72 0.65 0.25 0.24 0.28 0.52 0.83 0.87 0.69 0.34 0.62 0.96 1.20 1.39 1.53 1.54 1.51 1.48 1.50 1.27 1.23 1.27 1.13 1.07 0.95 0.71 0.54 0.46 0.41 0.43 0.39 0.42 0.67 1.04 1.18 1.26 0.39 0.75 1.16 1.40 1.71 1.89 1.90 1.74 1.87 1.92 1.71 1.67 1.79 1.79 1.58 1.49 1.47 1.16 0.96 0.93 0.88 0.84 0.74 0.72 0.88 1.34 1.64 1.37 0.45 0.83 1.26 1.58 2.05 2.39 2.38 2.12 2.08 2.19 2.04 2.13 2.40 2.45 2.07 1.87 1.91 1.70 1.50 1.55 1.60 1.38 1.21 1.14 1.17 1.56 1.88 1.94 0.50 0.93 1.47 1.97 2.52 2.88 2.96 2.60 2.53 2.56 2.46 2.62 2.97 3.03 2.68 2.40 2.35 2.07 1.86 2.05 2.08 1.82 1.50 1.36 1.32 1.55 1.87 1.66 0.96 1.63 2.17 2.64 3.69 3.26 2.72 2.63 2.83 2.62 2.82 2.14 2.82 2.65 2.64 2.32 2.17 2.40 2.38 2.04 1.52 1.54 1.57 1.64 1.68 1.59 0.92 1.53 2.03 2.56 2.97 3.04 2.60 2.54 2.59 2.53 2.67 2.04 2.67 2.51 2.64 2.57 2.04 1.38 1.67 1.68 1.68 1.59 1.20 0.81 1.27 1.63 2.04 2.36 2.50 2.19 2.11 2.25 2.10 2.20 1.71 2.28 2.15 2.47 2.59 2.79 3.16 2.83 2.38 1.86 1.70 1.69 1.66 1.20 0.72 1.18 1.38 1.68 1.94 1.98 1.81 1.89 2.07 1.90 1.83 1.47 1.96 1.99 2.26 2.31 2.42 2.67 2.49 2.07 1.67 1.65 1.73 1.64 1.49 0.62 1.02 1.26 1.45 1.59 1.65 1.54 1.61 1.74 1.64 1.59 1.27 0.78 1.09 2.04 2.14 2.14 2.41 2.27 1.89 1.69 1.60 1.68 1.87 1.66 0.59 0.90 1.14 1.33 1.40 1.46 1.45 1.50 1.61 1.53 1.50 1.25 1.56 1.72 2.09 2.28 2.23 2.40 2.30 2.01 1.85 1.66 1.76 1.91 2.04 0.69 1.12 1.34 1.58 1.80 1.74 1.66 1.76 1.83 1.72 1.70 1.49 1.87 1.93 2.28 2.37 2.21 2.41 2.26 1.98 1.78 1.59 1.68 1.95 1.74 0.80 1.19 1.49 1.85 2.16 2.19 1.92 1.92 2.06 1.95 1.95 1.89 2.23 2.09 2.30 2.31 2.20 2.46 2.36 2.00 1.66 1.59 1.66 1.76 1.66 0.89 1.35 1.76 2.24 2.62 2.70 2.33 2.20 2.34 2.21 2.37 2.29 1.71 1.76 2.52 2.50 2.54 2.80 2.66 2.29 1.83 1.69 1.71 1.65 1.29 0.96 1.57 2.14 2.50 3.58 3.25 2.61 2.48 2.63 2.48 2.71 2.68 2.27 2.19 2.76 2.76 2.73 3.01 2.97 2.47 1.92 1.70 1.65 1.67 1.30 0.93 1.57 2.06 2.61 3.32 3.27 2.68 2.43 2.55 2.46 2.68 2.65 2.93 2.67 2.64 2.66 1.81 1.63 2.19 1.09 1.30 1.66 1.70 1.66 1.44 0.83 1.33 1.71 2.19 2.59 2.53 2.25 2.04 2.18 2.06 2.18 2.24 2.36 2.19 2.20 2.20 2.04 2.25 2.54 2.37 1.86 1.49 1.45 1.58 1.87 1.65 0.70 1.10 1.37 1.71 2.03 2.01 1.74 1.72 1.89 1.76 1.70 1.75 1.85 1.73 1.89 1.94 1.71 1.80 1.92 1.75 1.45 1.30 1.25 1.46 1.87 2.01 0.55 0.91 1.12 1.28 1.48 1.47 1.35 1.36 1.47 1.42 1.32 1.31 1.33 1.33 1.46 1.49 1.32 1.32 1.38 1.30 1.11 1.00 0.98 1.28 1.74 1.83 0.34 0.54 0.67 0.78 0.82 0.82 0.79 0.77 0.82 0.82 0.79 0.80 0.77 0.78 0.76 0.80 0.82 0.75 0.72 0.68 0.70 0.67 0.62 0.72 1.05 1.49 1.43 0.22 0.31 0.44 0.51 0.50 0.53 0.55 0.47 0.56 0.58 0.58 0.59 0.58 0.54 0.62 0.68 0.67 0.71 0.79 0.72 0.77 0.92 0.83 0.79 0.92 1.08 1.01 1.40 1.52 1.44 1.28 1.24 1.50 1.98 2.10 2.07 1.74 1.60 1.85 2.33 2.88 2.87 2.25 1.95 2.07 2.64 3.50 3.74 3.13 2.32 1.38 0.92 5.26 5.63 4.46 2.99 2.45 3.35 5.41 6.05 5.54 3.42 2.50 2.92 4.07 5.98 5.69 3.92 2.50 2.46 3.81 5.40 5.66 4.48 2.79 1.53 0.82 4.54 1.35 0.97 0.61 1.27 0.98 0.52 1.58 1.07 0.42 1.78 1.19 0.46 1.54 1.09 0.43 1.07 0.90 0.48 0.15 0.55 0.81 0.74 0.38 0.11 SITE LIGHTING PHOTOMETRIC PLAN E2.0 1"=30' #### DRAWN CHECKED TWE JOB # CLIENT JOB # SHEET NUMBER SHEET TITLE ISSUED KEY PLAN PROJECT ADDRESS PROJECT TITLE CRUZ DEVELOPMENT KEY PLAN SHEET SCALE CITY REVIEW SHEET OF XXXDRAWING ISSUE NOTEREVISION DATE T R E S W E S T E N G I N E E R S, I N C. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com 17041 YELM HWY SE YELM, WA 98597 NOT FOR CONSTRUCTION 10/12/2021 DATE DPH JCM 210706 9339 AVERAGE: 1.60FC MAXIMUM: 6.05FC MINIMUM: 0.07FC AVG/MIN: 22.86 2 1 1 PLAN NOTES LIGHTING CALCULATION POINTS AT PARKING AREA. LIGHTING CALCULATION POINTS AT 5' BEYOND PROPERTY LINE.2 LIGHTING CALCULATIONS PARKING AREA 1.NEW SHOE BOX STYLE LUMINAIRES, 20' POLES, ·S1 = 156W LED, 17,360 LUMENS ·S2 = 53.54W LED, 5,599 LUMENS ·S3 = 54.88W LED, 4,218 LUMENS 2.FIXTURE HEADS MOUNTED AT 20' ABOVE PARKING SURFACE. ASSUMPTIONS FOR CALCULATIONS NEW SHOE BOX STYLE LED LUMINAIRE. LED HEAD AT +20' AFG. NEW 4 HEAD SHOE BOX STYLE LED LUMINAIRE. LED HEAD AT +20' AFG. LEGEND LIGHTING DETAILS AND SCHEDULES E3.0 ###### #### DRAWN CHECKED TWE JOB # CLIENT JOB # SHEET NUMBER SHEET TITLE ISSUED KEY PLAN PROJECT ADDRESS PROJECT TITLE CRUZ DEVELOPMENT KEY PLAN SHEET SCALE CITY REVIEW SHEET OF XXXDRAWING ISSUE NOTEREVISION DATE T R E S W E S T E N G I N E E R S, I N C. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com 17041 YELM HWY SE YELM, WA 98597 NOT FOR CONSTRUCTION 10/12/2021 DATE DPH JCM 210706 9339 48"L. 3/4"DIA. ANCHOR BOLTS (TYP. OF 4) FINISHED GRADE 24"ROUND PRE-CAST CONCRETE LIGHT POLE BASE CAULK ALL AROUND 2" GROUT GROUND WIRE TO LIGHT FIXTURE POLE BASE COVER, SECURE TO BASE #3 TIE BAR AROUND BOLTS AT 12"O.C. (TYP. OF 3 PLACES) TYPICAL LIGHTING CIRCUIT CONDUIT 4 #5 VERTICAL SET AND COMPACT AGAINST NATIVE EARTH 2 #3 TIE AT TOP CONDUIT PER CIRCUIT CONDUIT BUSHING GROUND LUG TO POLE HANDHOLE/COVER LIGHT POLE, SEE LIGHTING FIXTURE SCHEDULE 4'-0"2'-0"EARTH UNDISTURBED PEA GRAVEL 4" 12" SPECIFICATIONS & COMPACT PER STRUCTURAL BACKFILL FINISHED TRENCH BY CIVIL COLOR CODED. SPECIFICATION. INDUSTRY STANDARD METALLIC MARKER TAPE PER 4" COVER 36" 4" CONDUIT(S) AS NOTED ON PLANS. PROVIDE SPACER FILL BETWEEN CONDUITS. (MINIMUM 7.5" FOR MEDIUM VOLTAGE)