2026_04_10_ POLE BASE DETAIL_UPDATED.pdf
PDF 85 KB Posted
- Attached to
- FVSU HPE Parking Lot Construction
- Solicitation number
- PE-53300-RFP-2026-000000063
- Issued by
- Paulding County, Georgia
About this file
This is a technical specification document for light pole base construction design. The specification details the installation requirements for a light pole capable of withstanding 110 mph winds under Exposure Category C conditions. The pole must be finished to match the fixture and installed with a base plate secured by anchor bolts in 3000 PSI normal weight concrete. The design assumes a soil bearing pressure of 2000 PSF in the project area. Reinforcement consists of six #5 vertical rebars with standard 90-degree hooks at the bottom, #3 ties spaced 12 inches on center with the first tie positioned 3 inches from the top of the pier, and 3 inches of clear cover throughout. A 5/8-inch by 10-foot copper clad steel ground rod must be driven a minimum of 2 feet below grade, with #6 bare copper ground wire installed in 1/2-inch PVC conduit and bolted to the pole base cover plate at the handhole. The pole height measures 7 feet above grade with 2 feet below grade and 3 feet for the anchor bolt pattern area.
The specification includes critical notes requiring verification of anchor bolt pattern and locations with the manufacturer's template prior to base construction, and mandates grouting under the base plate only after the pole is confirmed plumb. An exothermic connection is specified for the grounding wire installation. This technical document serves as a construction guide for contractors and ensures compliance with wind load requirements and proper electrical grounding standards for the light pole installation project.
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| NOIA HPE Parking Lot.pdf | ||
| SPD_SPR013RFXAddendum 1.doc | DOC document | |
| Pre_Bid Questions and Responses.xlsx | XLSX spreadsheet | |
| Pre_Bid Sign_In 4_7_2026.pdf | ||
| Drawings HPE_02_20_26.pdf |
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Text version
2'-0"
7'- 0"
3'- 0"
LIGHT POLE, IN SAME FINISH AS FIXTURE, CAPABLE OF
WITHSTANDING 110 MPH WINDS WITH AN EXPOSURE
CATEGORY C.
HANDHOLE
#6 GROUNDING WIRE BOLTED TO POLE
BASE COVER PLATE
POLE BASE PLATE
GROUT UNDER BASE PLATE AFTER POLE IS PLUMB
FINISHED GRADE
ANCHOR BOLTS
EXOTHERMIC CONNECTION
#6 BARE COPPER GROUND IN 1/2" PVC
CONDUIT, SIZE AS REQUIRED
5/8"∅ x 10'-0" COPPER CLAD STEEL GROUND
ROD,
MINIMUM 2'-0" BELOW GRADE
A.
B.
NOTES:
VERIFY ANCHOR BOLT PATTERN AND LOCATIONS WITH MANUFACTURER'S TEMPLATE PRIOR TO BASE
CONSTRUCTION.
PROVIDE 3000 PSI NORMAL WEIGHT CONCRETE. POLE BASE IS DESIGNED BASED ON ASSUMED SOIL
BEARING PRESSURE OF 2000 PSF IN THE PROJECT AREA.
#3 TIES AT 12" O.C., TYP.
FIRST TIE 3" FROM TOP OF PIER.
(6) #5 VERTICAL WITH STANDARD 90 DEG. HOOK
AT BOTTOM.
3" CLEAR COVER, TYP.
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