ATT_Q_-_Transformer_Concrete_Pad_Detail.pdf

PAD SHALL BE COMPACTED TO 95% IN ACCORDANCE

EXISTING GRADE AND BACKFILL UNDER CONCRETE

IN 5’ AS DETERMINED BY A 5’ STRAIGHT EDGE.

FINISHED TO PROVIDE A TRUE PLANE WITHIN +1/4"

1. PAD SHALL BE LEVEL WITHIN + 1/4 " IN 5’. TROWEL

NOTES:

SECTION A-A

12"

REBAR

WWF OR

12"

A

2"

10"

4’-4"(MIN)

SECONDARY

PRIMARY

12"

GROUND ROD

12"

6’-4"(MIN)

TROUGH AREA

1’

M

IN

3/4" CHAMFER

4 X 4 - W9 X W9 WWF

OR #3 BARS 4" O.C. EA.

WAY. PROVIDE 2" CLEARANCE

ALL AROUND.

A

BOLLARD (TYP.)

WITH ASTM D1557 UNLESS OTHERWISE NOTED.

NOT TO SCALE

BOLLARD (TYP.)

CONDUIT(S)

TRANSFORMER PAD DETAIL - TYP.

2. PAD SIZE WILL NEED TO VARY, ACCORDING TO

TRANSFORMER SIZE AND MANUFACTURER. COORDINATE

EXACT SIZE WITH TRANSFORMER SHOP DRAWINGS.

CONDUITS

(ONE SPARE)

CAPPED FOR

FUTURE USE

#4 ANCHORS @

4’ O.C. EACH WAY

TOP OF CONCRETE

HARDSTAND

Revisions

Symbol Descriptions Date Approved

FORT HOOD, TEXAS

PROJECT NO.

SHEET OF

SCALE REDUCED

0 1/2 ’’ 1’’ 2’’

REVEIWED BY:

DRAWING

DMI NO.DATE:

SCALE:

DRAWN BY:

DESIGNED BY:

AS NOTED

SEQ. NO.

FILE NAME

DIRECTORATE OF PUBLIC WORKS

1 1

DETAIL, TYPICAL

5/5/2003

WALTER THOMAS

WALTER THOMAS

WALTER THOMAS TRANSFORMER PAD DETAIL

Attachment Q - Transformer Concrete Pad Detail For Bidding Purposes Only

ATT Q - 1 02.01.2016