14x2_CG_Foundation_WO_sockets2.pdf

I

4' -2"

2' -0 1 /2" I

I 1'-7 1/2" I

Lifting

I ,\.-i.J I

8" � 2" Edged with metal tool

I" • 1

�4 Rebar Cont. ___ ··II ------+---

2-#4 Rebar @ 1 o" O.C,......+,;,!. I'..-"�· .-:1 0

�4 Rebar Cont. ___ . ·.· ... · ·!+-

. . "4" . .

I r-----' . . . . . �----

I-- 2 ''

SECTION A

I

14'-o"

PLAN 4' -2"

14' -o"

I

Lifting lugs and I rings I lugs and rings � 4"x3"x1 /2�'

ELEVATION A

Note:

All anchor bolt and lifting point inserts will be within 1/4" tolerance.

I 1--

I

Star type P-46-T (5/8" x 2 7 /8") inserts with 5/8" x 2" bolts.

Full thread within 1/4" of head.

2' -0 1 /2"

1'-7 1/2" o"

I

SCALE

6" 12"

-st I

U.S . DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEME NT

BOISE DISTRICT

14'X2' P RECAST CATTLEGUARD

FOUNDATION BASE

DESIGNED BY OTHERS

I EDITED DEVANS 06/1 1

APPROVED

DRAWN J. RYAN/T. BISH

DATE 6/10

DRAWING NO.

SCALE AS SHOWN

SHEET 1 OF 1