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HomeMy WebLinkAbout20240912IPC to Staff 116 - Attachment Light Pole Base.pdf6 3d1 51G3247 D A B C E F60'-0" 10 ' - 0 " 10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"BR0(?)PC0(?)10 ' - 0 "BR0(?)PC0(?)BR0(?)BR0(?)PC0(?)10 ' - 0 " 60 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10'-0" DESCRIPTION PROJECT CUSTOMER IDAHO PRECAST MODELED BY SAM DATE REV SHEET 1389 Madison Ave Nampa, ID 83687 11/26/2019 O 1 of 2 2' Dia. Precast Concrete Light Pole Base Light Pole Wire Mesh Equiv: Section Rebar: (ASTM A-615) 4,500 PSI WeightCYD Concrete: 28 Day Compressive Strength=> OverburdenDepth: Max.-0' NOTES: Grade 60 Grade 80 (ASTM A-615) Lbs DASHED LINES REPRESENT HIDDEN EDGES 0.5 Variable Height6'-6" Minimum9'-0" Maximum LAMP BASESee Chart For Weights ANCHOR BOLTSSize and Spacing As RequiredMinimum Bolt Circle=8" DiaMaximum Bolt Circle=20" DiaCUSTOMER TO SUPPLY 2'-0"O See Chart Maximum Bolt Circle = 20" Dia Minimum Bolt Circle = 8" Dia on 7" Dia Cone 11 2/ Dia Conduit Raceways 2'-0" SIDE VIEW PLAN VIEW 3,080 lbs. Height CHART Weight 2,380 lbs.6'-6 2,610 lbs.7'-0 8'-0 3,550 lbs.9'-0 2' - 6 " As R e q u i r e d Bo l t P r o j e c t i o n ANCHOR BOLT CUSTOMER TO SUPPLY 3' - 0 " Va r i a b l e H e i g h t 6 ' - 6 " M i n i m u m , 9 ' - 0 " M a x i m u m I ' I I-, ,1--- ·. 1, I I - I I. I ·. :.- ~ i' ,----------------------------I L - - - - - - - - - - - - - - - - - - - - - - - - - - - -_J IDAH)-4' P.RR::.ASr