LIGHTING POLE FOUNDATION DETAIL 1.pdf
PDF 167 KB Posted
- Solicitation number
- IFB1 OAAA 2027000016 2
- Issued by
- Arapahoe County, Colorado
About this file
This is a technical specification document for a lighting pole foundation detail related to a state and local contract opportunity in Colorado, specifically the OAAA 2010 Buckley Space Force Base Building 1000 MOV Repair project. The document provides construction specifications for a reinforced concrete foundation designed to support a lighting pole installation. The foundation utilizes Class A concrete with a 3,500 PSI minimum compressive strength, measuring 24 inches in outer diameter and extending 6 feet 6 inches in depth below finished grade. The design includes eight #6 reinforcing bars positioned vertically and equally spaced around a circle, with #4 tie reinforcement at 12-inch on-center intervals and a minimum 12-inch lap, along with (2) #4 ties within the top 5 inches of concrete. The foundation accommodates four ASTM F1554 3/4-inch diameter brass 36 hex head anchor bolts positioned on a bolt circle with 2.5 inches minimum clear spacing.
Critical construction requirements include a 1-inch chamfer on finished edges, an insulating grounding bushing on all exposed galvanized steel bend ends at the pole base, and a minimum 54-inch above-finished-grade (AFG) height in parking lot areas and regions subject to military vehicular damage. The contractor is responsible for verifying all anchor bolt dimensions, size, and bolt circle specifications with the lighting standard installer prior to foundation installation. The document specifies a conduit adaptor coupling connection detail and includes provisions for undisturbed ground bearing capacity verification during installation.
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Text version
# SCALE:
LIGHTING POLE FOUNDATION DETAIL
NOT TO SCALE
1" CHAMFER
FINISHED
GRADE
CLASS A CONCRETE
(3500 PSI)
UNDISTURBED
GROUND
#4 TIES @ 1'-0" O.C. WITH
12" MIN. LAP (TYP.)
8#6 BARS SET VERTICALLY
ALL AROUND EQUALLY
SPACED ON A CIRCLE
(4) ASTM F1554 3/4" DIA BR. 36
HEX HEAD ANCHOR BOLTS.
SEE NOTE 1
2 1/2" CLEAR
24" Ø
6'-6"
18"
POLE
NOTE 4
NOTES:
1. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHECK AND VERIFY ALL
ANCHOR BOLT DIMENSIONS (SIZE, BOLT CIRCLE, ETC.) WITH THE
CONTRACTOR WHO WILL BE INSTALLING THE LIGHTING STANDARD PRIOR TO
INSTALLATION OF THE FOUNDATIONS.
2. CHAMFER EXPOSED EDGES OF ALL FOUNDATIONS.
3. PROVIDE INSULATING GROUNDING BUSHING ON EXPOSED ENDS (IN BASE OF
POLE) OF ALL GALVANIZED STEEL BENDS.
4. MIN. 54" AFG IN PARKING LOT AREAS AND IN AREAS SUBJECT TO MILITARY
VEHICULAR DAMAGE.
(2) #4 TIES WITHIN TOP 5" OF
CONCRETE
CONDUIT ADAPTOR
COUPLING
4 ANCHOR BOLTS
File details come from the government source that posted it. Updated .