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028_E.100_ElectricalSitePlan
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E3E3E3 E4 E2 E5 E1 E1E1 E1E1 E1E1 E1E2 E7 E7 E7 E7 E7 E7 E7 E7 E5 E5 E5 E5 E5 E5 UTGEN EXISTING YELLOWSTONE PIPELINE E8 E8 E8 E8 E8 E8 E8E8 E8 E8 E8 E8 E8 E8 E8 E8 E8 E8 E9 E9 E9 E9E9 E9 E9 E9 E9 E9 E10 E10 E10 E10 E10 E10 E9 E9 E9E9E9 E9 E9 E9E9 E9 E9 E5 E8 E8 E8 E8E8 E8 ISOLINE LEGEND -0.3 Fc -1.0 Fc -3.0 Fc -5.0 Fc E8 BASE SIZE SEE SCHED.2'-6"HEIGHT AFGSEE SCHED.DEPTH *** - SEE SCHED. CONCRETE BASE SCHEDULE ***** TYPE MARK BASE SIZE VERT. REINF. TRANSVERSE REINF.** DEPTH *** HEIGHT AFG E5 15" SQ.(4) #6 *#3@10"O.C.4'-0" 0'-6" 18" RND. (6) #5 **** #3@10"O.C. 4'-0" 0'-6" 20" SQ. (4) #7 * #3@8"O.C. 7'-0" 2'-6" 24" RND. (6) #6 ****#3@8" O.C. 7'-0" 2'-6" ANCHOR BOLTS FROM POLE MANF. NOTE: TRANSVERSE REINF. SEE SCHEDULE HANDHOLE - 4" X 6" (NOMINAL) THWN CONDUCTOR AS SHOWN ON PLANS PROVIDE 1' OF COILED SLACK ON CONDUCTOR FEED THRU PROJECT ANCHOR BOLTS 3" MIN. ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE AND ONE BELOW BASE FLANGE). PROVIDE NON-SHRINK GROUT IN VOID BETWEEN BASE FLANGE AND TOP OF CONCRETE, LEAVING DRAIN HOLE. HAND FINISH. CONNECT GROUND TO POLE BASE W/ BOUNDARY #GB4C PROVIDE FUSE(S) IN CKT. TO BALLAST. FUSE(S) SHALL BE BUSS TYP. BBS. FUSE HOLDERS SHALL BE BUSS "TRON" HEB WATERPROOF. SIZE OF FUSE SHALL BE AS REQUIRED BY LUMINAIRE MANUFACTURER. BASE COVER BUSH CONDUITS REINFORCED CONC. PIER FOOTING BY ELECTRICAL CONTRACTOR 1" CHAMFER CONDUIT FINISH GRADE. BACKFILL & COMPACT AS RECOMMENDED BY GEOTECHNICAL ENGINEER VERT. REINF. SEE SCHEDULE NOTE: • CONTRACTOR SHALL GRIND EXPOSED CONCRETE SMOOTH AS REQUIRED TO REMOVE ANY FORMWORK MARKINGS. • PROVIDE CLOSED CIRCULAR TIES FOR HORIZONTAL REBAR, OR 6" MINIMUM OF OVERLAP. * PROVIDE VERTICAL BARS AT EACH CORNER OF SQ. PIER. ** PROVIDE SPACING OF S/3 AT TOP 1'-0" OF PIER. *** DEPTH BELOW FINISHED GRADE. **** SPACE VERTICAL BARS EVENLY AROUND PERIMETER. ***** PROVIDE REINF. CLEARANCE AND COVER PER ACI 318. E1, E2, E3, E4 Project Number: Drawn By: Reviewed By: Approved By: Issue Date ThinkOne Architects 101 E Main St. Studio 1 Bozeman, MT, 59715 T: 406-586-7020 Architect MEP Engineer Seal Project Number AndersonMasonDale Architects, P.C. 3198 Speer Boulevard Denver, CO 80211 T: 303-294-9448 Associate Architect Structural Engineer Morrison-Maierle, Inc. 2880 Technology Blvd. Bozeman, MT 59715 T: 406-587-0721 Morrison-Maierle, Inc. 2880 Technology Blvd. Bozeman, MT 59715 T: 406-587-0721 Landscape Architect Civil Engineer Sanderson Stewart 106 East Babcock Suite L1 Bozeman, MT 59715 T: 406-522.9876 Sanderson Stewart 106 East Babcock Suite L1 Bozeman, MT 59715 T: 406-522.9876 3/22/2023 2:30:39 PME-100P PHOTOMETRIC SITE PLAN - ELECTRICAL 21-723BARNARD OFFICE HQ 21-723 BARNARD CONSTRUCTION 22 MAR 2023QC CHECK SET ROYAL WOLF WAY BOZEMAN, MT PH JG RM 1" = 50'-0"1 ELECTRICAL PHOTOMETRIC SITE PLAN LUMINAIRE SCHEDULE TYPE LAMPS LOAD (W) OUTPUT (LM, NOMINAL) CCT (K)DESCRIPTION MFR CATALOG NO. OR SERIES MOUNTING VOLTAGE NOTES E1 LED 152 W 16093 4000K LED POST TOP W/ TYPE 5 DISTRIBUTION, 22' POLE LUMEC MPTC-140W48LED-4K-LE5-DMG-22' 24'-6" 277 V E2 LED 36 W 4145 4000K LED POST TOP W/ TYPE 3 DISTRIBUTION, 22' POLE LUMEC MPTC-35W32LED-4K-LE3-DMG-22' 24'-6"277 V E3 LED 152 W 15794 4000K LED POST TOP W/ TYPE 4 DISTRIBUTION, 22' POLE LUMEC MPTC-140W48LED-4K-LE4-DMG-22' 24'-6" 277 V E4 LED 54 W 5968 4000K LED POST TOP W/ TYPE 4 DISTRIBUTION, 22' POLE LUMEC MPTC-55W32LED-4K-LE4-DMG-22' 24'-6" 277 V E5 LED 54 W 5904 4000K LED POST TOP W/ TYPE 2 DISTRIBUTION, 14' POLE LUMEC MPTC-55W32LED-4K-LE2-DMG-14' 14'-6"277 V E7 LED 14 W 798 4000K LED BOLLARD SELUX IBL-4-2Q90MU-40-X-277-X 4' BOLLARD 277 V E8 LED 21 W 1580 4000K LED BOLLARD SELUX IBL-4-3Q-40-X-277-X 4' BOLLARD 277 V E9 LED 10 W 1000 4000K 6" LED DOWNLIGHT GOTHAM EVO6-40/10-AR-X-WD-MVOLT-GZ1 RECESSED 277 V E10 LED 20 W 2000 4000K 6" LED DOWNLIGHT GOTHAM EVO6-40/20-AR-X-MD-MVOLT-GZ1 RECESSED 277 V N.T.S.2 POLE LIGHT BASE DETAIL 25 JAN 2023SITE PLAN SUBMITTAL