20240912IPC to Staff 116 - Attachment Light Pole Base.pdf

6
3d1
51G3247
D
A
B
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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
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"
10
'
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"
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'
-
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