HomeMy WebLinkAbout50 - E 2.0 - Photometric Details30" MINIMUM BELOW GRADE.
GROUT POLE BASE
6'-0"THE CONTRACTOR SHALL SUBMIT
DESIGN OF ANCHOR BOLTS AND
CONCRETE POLE BASE TO MEET LOCAL
WIND LOADING REQUIREMENTS. DESIGN
DONE BY REGISTERED STRUCTURAL
ENGINEER.
SIDEWALK SURFACE OR
FINISHED GRADE
PROVIDE ROUND BOLT COVERS
30" CONCRETE BASE
HEIGHT PER
MUNICIPAL CODE
38.570.040-F-2
1"x36" BOLTS WITH 4" HOOKS.(TYP.
OF 4 BOLTS.)
GROUND LUG IN POLE.
3/4"x8' COPPER GROUND ROD
WITH THERMWELD BARE #6 CU.
POLE ANCHOR OR TO NEAREST
GROUND IN BUILDING.
AS REQUIRED BY REGISTERED STRUCTURAL
ENGINEER
SITE LIGHTING POLE DETAIL
www.kephart.com
2555 WALNUT STREET
DENVER, COLORADO 80205
ALPENGLOW APARTMENTS Site Plan-FullCity of Bozeman, County of Gallatin, State of MontanaNo.Date Issue
Project Architect
Project Designer
Date
Drawn By
Checked By
Sheet Number
Job Number
Title
DV
MA
09.29.2023
MA
LL
221055
09.29.23 SPR
01.12.24 SPR REV 1
05.31.24 SPR REV 2
08.09.24 SPR REV 3
E2.0
PHOTOMETRIC DETAILS
FIXTURE S1,S2, & S5 FIXTURE S3 FIXTURE S4 FIXTURE S6