Twin Falls Fence Drawings.pdf

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_J_ t- min. 7' 9'1

Golv. Pipe mo1<. 8" -j

'c,, I Broce clomp (Detail A)

V�e H�d� �Detolt C> j_ Stress Panel

I

_J_ min. 7' mox. 8' -j p�

\ Broce clomp . (Deloil A) ll \_\J1re Holder (Deto.ll C)

Two-Post End Panel min. max. 8' ---t- min. 7' mox. 8' -j

Pipe n-;:::::;- Golv. Pipe -

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Broce clomp

(Detail A)

Vire Holder <Detail C)

Three-Post End PQnel

Br-oce Roll

.,,4 / Br-ace Cl

V�j / MlnlMUl"l

0"'P, 3/4'x12- Gouge

Detuil A l/4'xl/◄'xS' Bar Stock Br-ace or Clol"lp Brace Ra.ii End

Detoil B

��Cl'

112' 7 Q

SIB'

l b-t-c I l/◄'xl/4'><5'

I Clonp Or s,,.,110..- DevlCl' To Hold Broce Vire In Place.

Bar Stock or Broce Rail End Broce Roil Connec-tor De-toll

Detuil C General Notes:

I, Broce Wire shall be wropped two times around panel os shown on draw,ng. Eoch wrap shall be looped once around the post.

The brace wires w,11 then be twisted tight.

All structures shall be wired the same as the Stress Panel example.

2. The Posts and Braces sholl be as spec,f1ed and of the fallown,g sizes:

Deto.il D

A5TM F 1083-97 5540

Post pipe shall be 2 ½ -inch (2.375-inch 0.D .. 3.12 lb/ft);

brace pope. I 5/8 - inch, (1660-inch OD .. 1.84 lb/ft).

or Steel Pipe. ASTM A 53 or F 1083 and Drawing No. 02824-90 Post pipe shall be 2 inch, schedule 40 (2.375 inch OD .. 3.65 lb/ft).

broce pipe sholl be 1.25 inch, schedule 40 {166 inch O.D., 2.27 lb/ft).

3. Wire spacing shall be as specified in the wire fence and gate specif1cat1ons Wires shall be tied to each post with 12 t-guage wire twisted tight.

4. The Contracting Officer's Rep. will determine where to use the Alternate Post instollot1on 1n Rock.

An undersized hole most be drilled 1n the rock for this installation

5 All fittings and tie wire shall be galvanized except for the Bar Stock if used as the Broce Ro.ii Connector.

6. With the approval of the Contracting Officer's Rep., other methods may be substituted for the clamp for holding down the brace wire.

REV 3/3198

\.HTa) S1AT'CS O[PM'T'CJ(T 0, ntC MIJftOflll l(l!!UUO,V,,O� a,y«) S'TATC OIT'CC

STEEL PIPE PANELS

DCSICNEO BY OTHCRS

REVltwm (., , ,, ,, \ • /•, • , , , APPROV£D I n I I . > J I f' __ -�-

OAT( 8/21/90

ORAWINC NO.

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SECURE PANELS

WITH CLAMPS

AS SPECIFIED

STRESS PANEL

(END PANEL TYPICAL)

ON SLOPES AOJJST lttE BRACE UP

OR DOYIN TO BE SURE 'THAT TH£

'-"' IS roua,,c"" '""'"• \

TYPICAL SLOPE INSTALLATION

CORNER PANEL

<O

I

N

STEEL

T POSTS

DOUBLE S1m. POSTS AT

CORNER, £HD PAHC..S

AND CATES

DETAIL A

INSTAU. GATE AND ct.OSVRE OE"1CE AS SPECtflEO

� ;;if:._."

12½ CUAG£ Doueu:

"STRAND SMDOlH

WIRE LOOP TYPICAL

TYPICAL GATE INSTALLATION

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

TWIN FALLS DISTRICT

MET AL PREF AB RICA TED

FENCE PANELS

OESIGNED

RE\11EWED

APPROVED

DATE 5-87

DRAWING NO •

SECOND T-POST @ CORNER PANELS,

SHALL BE DRIVEN INTO THE GROUND TO

REFUSAL

SECOND T-POST @ END PANELS AND

STRESS PANELS SHALL BE DRIVEN INTO

THE GROUND TO REFUSAL

SINGLE T-POST

SINGLE T-POST

EZ Panel Page from master_drawings