LIGHTING POLE FOUNDATION DETAIL 1.pdf

PDF 167 KB Posted

Attached to
OAAA, 2010, 080328, Buckley SFB Bldg 1000 MOV Repair
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 .