StandardFenceSpecifications.pdf

6' -6" MIN BRACE ________ l-::;,,~~7

END PANEL-TYPE

:i: , '<~'-= t-i 1 J I I 1 I I .C I I I I l1J 6' -6" MIN Lt! -

STRESS PANEL

1- ---- -----

SEE MORTISE DETAIL

END PANEL-TYPE 11

ADD ADDITIONAL WIRE OF THE SAME MATERIAL AS BOTTOM WIRE

OF FENCE AND A ROCK DEADMAN (MIN WEIGHT 50 LBS) WHEN

SPACE BETWEEN BOTTOM WIRE AND GROUND EXCEED 20 INCHES

PANEL AT MINOR DEPRESSION

-1-- - - ----.i'------- - +---l ___ _

-·-·-·-·-·-·-·-l

1. SEE SPECIFICATIONS FOR THE FOLLOWING:

A. RATIO OF STEEL TO WOOD LINE POSTS.

B. POST SPACING, LENGTH AND DEPTH IN GROUND.

C. TYPE OF END PANEL TO BE USED.

0. TYPE OF WIRE TO BE USED.

E. SPACING BETWEEN WIRES.

F. NUMBER OF STAYS PER SPAN (L).

LINE PANELS

· SPIKE (SPIKING~

OR TOE NAILING

AS SPECIFIED)

MORTISE DETAIL

ALvlAYS THINK SAFETY

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

IDAHO STATE OFFICE

TYPICAL

BARBED WIRE FENCE

(4-WIRE)

DESIGNED: ......,B_LM,.,..... ____________ _

REVIEWED: -=B..::LMc.:..... ____________ _

APPROVED: BLM

REVISED: AUGUST 2007 SCALE: NONE

DATE: FEBRUARY 199 1 SHEET: 2 OF 23

DRAWING NO.: 02824 - 1

'o I · ...

I

Cl.

2-4Od NAILS AT EACH JOINT, MORTISE

ONE MEMBER TO GET MIN 2-1 /2 INCHES

NAIL PENETRATION INTO RECEIVING PIECE

FIGURE FOUR-SIDE

1-- BARBED WIRE FENCE

POST

FIGURE FOUR-PLAN VIEW

CUT TO FIT

INSIDE OF

BRACES

SUPPORT BASE OF ROCK

JACK ON FLAT STONES

ROCK JACK- SIDE (ROCKS IN PLACE)

ROCK JACK-PLAN

I I

I 1--SET IN HOLE

L __ _J DUG TO ROCK

ROCK JACK-FRONT

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

IDAHO STATE OFFICE

FIGURE FOUR & ROCK JACK

DESIGNED: BLM

REVIEWED: --:::B.C:,LM',--------------

APPROVED: BLM

REVISED: AUGUST 2007 SCALE: NONE

ALWAY$ THINK SAFETY DATE: FEBRUARY 1991

!;,.._ _ ________ _______ ___ _____________ ...i...=D.;.;RA'-"W"-'I'--'NG=-....cN;.;:O.c.:.:_O::..:2:..:8c::.24-'-----'5:......... _________ ___,J

SHEET: 19 OF 23

END OF STANDARD FENCE AND BEGINNING 16,_ 6• cc 4,_0 ..

OF FENCE-DRAINAGE CROSSING ~:::J I MAX

16'-6" c.c.

I MAX I

WIRE DESIGN AND POSTS

SAME AS STANDARD FENCE

EXCEPT END POST SHALL

BE 7'-0" SET 2'-6" DEEP - ---.

ELEVATION

NOTES:

1. STAPLE WIRE ON DOWNSTREAM SIDE OF POSTS IN CHANNEL

2. ROUGH SAWN 2x4'S MAY BE SUBSTITUTED FOR POLES.

AL\/AYS THINK SAFE TY

16' -6" C.C. MAX

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

IDAHO STATE OFFICE

FENCE-DRAINAGE CROSSING

TYPE B

DESIGNED: BLM

REVIEWED: - BL~M-------------

APPROVED: BLM

REVISED: AUGUST 2007 SCALE: NONE

DATE: AUGUST 1990 SHEET: 18 OF 2.3

DRAWING ND.: 028.36 - 2

1- END OF STANDARD FENCE AND BEGINNING

OF FENCE-DRAINAGE CROSSING

y I

L.J I I I

WIRE DESIGN AND SPACING SAME

AS MAIN FENCE, EXCEPT END POST

SHALL BE 7' -0", SET 2' -6" DEEP

NOTE:

r FENCE TYPE AS SPECIFIED

.--1,-,- •-•-·-•-·-·-·

I ADDITIONAL

BARBED WIRE

r AS REQUIRED

2 STRANDS (MIN)

OF 9-GA GALV WIRE

BURIED DEADMAN

MIN 50 LBS

1-------'-1 6.:._'_-_::6_" _:C:.c.C:..:._M.c.A_:_X-'---------~J-1_6_' -_ 6_'7' f-C· MAX

OR BANK TO BANK WIDTH

ELEVATION

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

IDAHO STATE OFFICE

FENCE-DRAINAGE CROSSING

TYPE A

1. STAPLE WIRE ON DOWNSTREAM SIDE OF CHANNEL POSTS.

DESIGNED: --':8.C,LMc':-------- -----

REVIEWED: --"B--'-LM-'--------------- --

APPROVED: BLM

REVISED: AUGUST 2007 SCALE: NONE

Alw'AYS THINK SAFETY DATE: AUGUST 1990

DRAWING NO.: 02836- 1

SHEET; 17 OF 23

' (]l I

I

' (]l

T

7' -o" MIN 8' -o· MAX Ir BRACE CLAMP

(DETAJL A)

l,!a==========ol-l

I I I I

II

II

WIRE HOLDER

(DETAIL C)

__ u

STRESS PANEL

5/16"x1-1/4"

CARRIAGE BOLT

AND HEX NUT

BRACE RAIL_/ ,,

DETAIL A

BRACE RAIL BRACE RAIL

' (]l I

' (]l

T

7' - o" MIN 8' - o" MAX I/-BRACE CLAMP

(DETAIL A)

~=========ol-l

WIRE PULL

1-1/4"x1/4"x5"

BAR STOCK

BRACE CLAMP

BRACE CLAMP

DETAIL B

TWO-POST

END PANEL

5/16"x1-1/4"~

CARRIAGE BOLT

AND HEX NUT

'"' I i')

I

½ o'l1 7' - o· MIN 8' -o· MAX 7' -0" MIN 8' - 0" MAX

T Ir BRACE CLAMP

(DETAIL A)

~========loi<========~

II

II

II

II

I I u

THREE-POST

END PANEL

WIRE PULL

NOTES:

1. BRACE WIRE SHALL BE WRAPPED TWO TIMES AROUND PANEL AS SHOWN ON DRAWING.

EACH WRAP SHALL BE LOOPED ONCE AROUND THE POST. THE BRACE WIRES SHALL THEN

BE TWISTED TIGHT.

2 . THE POSTS AND BRACES SHALL BE AS SPECIFIED AND OF THE FOLLOWING SIZES:

POST PIPE: 2 - 1/2" SS40 (2.375" OD 3.12 LBS/TT)

BRACE PIPE: 1- 5/8" SS40 ( 1.660" OD 1.84 LBS/TT)

3. WIRE SPACING SHALL BE AS SPl:CIFIED JN THE WIRE FENCE AND GATE SPECIFICATIONS.

WIRES SHALL BE TIED TO EACH POST WITH 12- 1/2 GAUGE WIRE TWISTED TIGHT.

4. THE CONTRACTING OFFICER WILL DETERMINE WHERE TO USE THE ALTERNATE POST

INSTALLATION IN ROCK. AN UNDERSIZED HOLE MUST BE DRILLED JN THE ROCK FOR THIS

INSTALLATION.

5 . WITH THE APPROVAL OF THE CONTRACTING OFFICER,. OTHER METHODS MAY BE

SUBSTITUTED FOR THE CLAMP FOR HOLDING DOWN THt. BRACE WIRE.

AL'<IAYS TH[NK SAFETY

~ BRACE CLAMP OR

SIMILAR DEVICE

TO HOLD BRACE

WIRE IN PLACE

DETAIL C

1-1/4"x1/4"x5"

BAR STOCK

BRACE RAIL CONNECTOR DETAIL

DETAIL D

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

IDAHO STATE OFFICE

STEEL PIPE

END PANELS

DESIGNED: -=B.::.LM'---- ---- ----- -

REVIEWED: _::cB,:cLM::_ ______ _ _ __ _

APPROVED: BLM

REVISED: AUGUST 2007 SCALE: NONE

DATE: AUGUST 1990 SHEET: 15 OF 23

DRAWING NO.: 02824-14

r BRACE CLAMP

(DETAIL A)

a, I t<l I

I

.t<l

T

11 '"0.

II

II

II

u

THREE-POST

CORNER PANEL

'O•

FOUR-POST

CORNER PANEL

II

II

II

II

u

I I I I

II

II

u

WIRE HOLDER

(DETAIL C)

BRACE C

WIRE HOLDER

(DETAIL C)

&•,o, BRACE CL.AMPS

¾.i,1- (DETAIL B)

' ti ti

II

II

FIVE - POST : :

CORNER PANEL u

WIRE HOLDER

(DETAIL C)

~ NOTES: ,,.

~ 1. BRACE WIRE SHALL BE WRAPPED TWO TIMES AROUND PANEL AS SHOWN ON DRAWING.

~ EACH WRAP SHALL BE LOOPED ONCE AROUND THE POST. THE BRACE WIRES SHALL THEN

BE TWISTED TIGHT.

2. THE POSTS AND BRACES SHALL BE AS SPECIFIED AND OF THE FOLLOWING SIZES:

POST PIPE: 2- 1/2" SS40 (2.375" OD 3. 12 LBS/FT)

BRACE PIPE: 1-5/8" SS40 (1.660" OD 1.84 LBS/FT)

3. WIRE SPACING SHALL BE AS SPE:ciFIED IN THE WIRE FENCE AND GATE SPECIFICATIONS.

~ WIRES SHALL BE TIED TO EACH POST WITH 12-1/2 GAUGE WIRE TWISTED TIGHT.

0 4. THE CONTRACTING OFFICER WILL DETERMINE WHERE TO USE THE ALTERNATE POST

INSTALLATION IN ROCK. AN UNDERSIZED HOLE MUST BE DRILLED IN THE ROCK FOR THIS

~ INSTALLATION. I 5. WITH THE APPROVAL OF THE CONTRACTING OFFICER.,_ OTHER METHODS MAY BE e, SUBSTITUTED FOR THE CLAMP FOR HOLDING DOWN THt. BRACE WIRE.

AL..,AYS THINK SAFETY

ti ti u

WIRE PULL 2.375"

z

'o I

N

'1-

I I I I I I I I u

ALTERNATE POST

INSTALLATION IN ROCK

r BRACE CLAMP

(DETAIL A)

PULL

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

IDAHO STATE OFFICE

STEEL PIPE

CORNER PANELS

DESIGNED: BLM

REVIEWED: -cB-cLM-,-------------

APPROVED: BLM

REVISED: AUGUST 2007 SCALE: NONE

DATE: AUGUST 1990 SHEET: 14 OF 23

DRAWING NO.: 02824- 13

NOTES:

' ' ' ' ' ' ' ' ' t. __ )

4-POST

CORNER PANEL

(TYPE I)

4-POST

CORNER PANEL

(TYPE II)

1. REFER TO THE SPECIFICATIONS FOR WHAT TYPE OF CORNER

PANELS TO USE.

2. NUMBER OF WIRES, TYPES OF WIRE, AND WIRE SPACING

SAME AS FOR FENCE.

3. USE SPIKES AT JUNCTURES AND MORTISE 1" DEEP AT

JUNCTURES OF POSTS AND BRACES.

4. MAXIMUM SPACING BETWEEN POSTS SHALL BE 8' -3" C.C.

AL\/AYS THINK SAFETY

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

IDAHO STATE OFFICE

4-POST CORNER PANELS

DESIGNED: _;::B.::;LM:.:___ ___________ _

REVIEWED: __;::B.::;LM"------- --------

APPROVED: BLM

REVISED: AUGUST 2007 SCALE: NONE

DATE: MARCH 2004 SHEET: 13 OF 23

DRAWING NO.: -

3-POST

CORNER PANEL

5-POST

CORNER PANEL

(TYPE I)

5-POST

CORNER PANEL

(TYPE 11)

1. REFER TO THE SPECIFICATIONS FOR TYPE OF CORNER PANELS TO USE.

2. NUMBER OF WIRES, TYPE OF WIRE, AND WIRE SPACING SAME AS FOR FENCE.

3. USE SPIKES AT JUNCTURES AND MORTISE 1" DEEP AT JUNCTURES OF POSTS

AND BRACES.

4. MAXIMUM SPACING BETWEEN POSTS SHALL BE 8'- 3" C.C.

At-YAYS THINK SAFETY

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

IDAHO STATE OFFICE

CORNER PANELS

DESIGNED: _ B~LM~ ------------

REVIEWED: _ B~LM_,_ _________ __ _

APPROVED: BLM

REVISED: AUGUST 2007 SCALE: NONE

DATE: FEBRUARY 1991 SHEET: 12 OF 2.3

DRAWING NO.: 02824 - 9

g:

-- X __ _,._+-_, GATE

9 - GA SMOOTH

WIRE LOOP

n I I I I

I V UP POSITION

1 / GATE POST

I

CLOSED POSITION

I I I L_J

ELEVATION

x --x-

POST

3 "121 x 4' -0" WOOD STAYS

THREE 9-GA SMOOTH WIRE LOOPS

r- ""·

I I I I I I

LJ

NOTE:

LJ

ONE 9 -GA SMOOTH

WIRE LOOP

GATE ELEVATION

1. SPACING BETWEEN WIRES ON GATE SHOULD BE SAME AS FENCE.

AL'v/AYS THINK SAFETY x--x

DEVICE

I I I I I I

LJ

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

IDAHO STATE OFFICE

TYPICAL

MECHAN ICAL GATE CLOSER

DESIGNED: BLM REVIEWED: ---,,8-L"'M ____________ _

APPROVED: BLM

REVISED: AUGUST 2007 SCALE: NONE

DATE: AUGUST 1990 SHEET: 11 OF 23

DRAWING NO.; 02824- 11

i

- ------------------ --- -{, MECHANICAL GATE CLOSER _ PANEL POST SPACING 16'-6" C.C. _

I ~--i;;:;:;;;:;1$rft~:x·- · - ·-·- ·-·- ·-·-·-•- ·-·-·-·-'"~ ,-Er,.,~==,.,, '~T -~1f+' ,I_

• r-- - "'" . ·- · - · - · - · - · -·-·-·- • - · - · - · - · - .... ,..rr..,.__,_. __

I

~ ~~,&('<(, ~~.f<, ,._~~«; ~~'«~~;(~~~~«i~«K~«~~~~~~~~Z,~¼ ~ :w,w~,~~~

: ' : - SMOOTH WIRE LOOP : :

i I i (SEE SPECIFICATIONS FOR GAUGE) i I I ,:

: ' : 4-3"0 WOOD STAYS EVENLY SPACED_, : ' : SMOOTH WIRE LOOP OR STEEL STRAP ~~- - - - qJ LfJ (SEE SPECIFICATIONS FOR GAUGE)

'i i ,· !

l !

: t' :

t. "

WOVEN WIRE GATE

PANEL POST SPACING 16'-6" C.C.

3" MIN. _c=-

SMOOTH WIRE LOOP

(SEE SPECIFICATIONS FOR GAUGE)

4-3"0 WOOD STAYS EVENLY SPACED

WIRE GATE

TYPE A

PANEL POST SPACING 16' -6" C.C .

.3" MIN

r-=-

- •- •-•-i-- ·- •- •- ·- •

_ ,_,_,_J_, 6" MIN

4-~" ,);.~~--~

' ('SMOO.;H WIRE LOOP

(SEE SPECIFICATIONS FOR GAUGE)

4-3"0 WOOD STAYS EVENLY SPACED

WIRE GATE

TYPE B

GATE CLOSER

SMOOTH WIRE LOOP OR STEEL STRAP

(SEE SPECIFICATIONS FOR GAUGE)

MECHANICAL GATE CLOSER

SMOOTH WIRE LOOP OR STEEL STRAP

(SEE SPECIFICATIONS FOR GAUGE)

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

IDAHO STATE OFFICE

TYPICAL

WIRE GATES

1. THE OPENING END OF GATE SHALL BE PROVIDED WITH SMOOTH WIRE LOOP

AT BOTTOM OF END STAY AS IS COMMON PRACTICE FOR FASTENING WIRE GAP

GATES OR AS MODIFIED FOR GATES WITH MECHANICAL CLOSERS,

DESIGNED: -'-8-'-LM ___ _ ________ _

REVIEWED: _B..,.LM ____________ _

2. CONSTRUCT AN ENO OR STRESS PANEL OF EACH SIDE OF TYPE REQUIRED

IN THE SPECIFICATIONS.

AL\\'AYS THINK SAFETY

APPROVED: SLM

REVISED: AUGUST 2007

DATE: FEBRUARY 1991

DRAWING NO.: 02824- 6

SCALE: NONE

SHEET: 10 OF 23

6' -6" MIN BRACE - \

SPIKE \

SEE MORTISE DETAIL

I r-;t=1======~~========~"j--·o~ u)

- i

ID '

rt-----o;,,-C------+-t---:;"""------+-t- - .!

~~\ . : . . , . , , . . : ('~-~t1:-<:½,0'./~«~r . , _, .,: _x{J ~~==~~~~:1 ~'02 . ' . . . . . ~-<f><t« ~- / I I I I I I I t I ! I I I t I I I I I I I t I '

I I I I I I I I I I I I I

'.1 2 6'-o" MIN ,_,) 6'-6" MIN "rJ_ __ f_. __ '.f 6'-6" MIN '.f 6'-6" M~'i _ -~-(

END PANEL- TYPE

STRESS PANEL

L

2" MIN

END PANEL-TYPE II

1------------- _L _____ _ ___ _ ~

\ 9-GA SMOOTH ~ Li~! ~ - ___ a l

----rr~~~-· _:_: _:_: +·-1-'. _:_: ~:: ~-~:=~ ~~;"'0~.

I t·•

\/ \/'-_ LINE POST I · -:'t - , ,, ... >">-"-· l cwooD oR

ADD ADDITIONAL WIRE OF THE SAME MATERIAL AS BOTTOM WIRE

OF FENCE AND A ROCK DEADMAN (MIN WEIGHT 50 LBS) WHEN

SPACE BETWEEN BOTTOM WIRE AND GROUND EXCEED 20 INCHES

STEEL)

PANEL AT MINOR DEPRESSION

N I

- ----o=!. ·- ·--- ·-~r ·-·- ·-·-'.:'.L

>j/;(-1~:.v,(.~«>_->»;-JV~;.>0\ · \t2-<~·a.:u-\:-:-: ~ - ~1- 41 ---

- TWISTED WIRE OR WOOD STAY

NOTES:

1. SEE SPECIFICATIONS FOR THE FOLLOWING:

A. RATIO OF STEEL TO WOOD LINE POSTS.

8. POST SPACING, LENGTH AND DEPTH IN GROUND.

C. TYPE OF END PANEL TO BE USED.

D. TYPE OF WIRE TO BE USED.

E. SPACING BETWEEN WIRES.

F. NUMBER DF STAYS PER SPAN (L).

LINE PANELS

1" -j -

SPIKE (SPIKING)\

OR TOE NAILING

AS SPECIFIED) _j

MORTISE DETAIL

AL\IAYS THINK SAFETY

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

IDAHO STATE OFFICE

TYPICAL

BARBED WIRE FENCE

(3-WtRE)

DESIGNED: SLM ----------------

REVIEW ED: ---"B=LM"------ - - - - -----

APPROVEO: ---"B=LM~-------------

REVISED: AUGUST 2007 SCALE: NONE

DATE: FEBRUARY 1991 SHEET: 1 OF 23

DRAWING NO.: 02824-2

co v

PANEL

NOTE:

.-1------- 40" ----------1 v

1. Panels are constructed from 1 inch square tubular steel..065wall (16 Gauge)

2.

3.

Weight of the "Panel" is 20 pounds approximately.

Weight of the "Brace" is 9 pounds approximately.

U.S. DEPARTMENT OF' THE INTERIOR

BUREAU OF LAND MANAGEMENT

BATTLE MOUNTAIN D.O., NEVADA

EASY PANELS

TYPICAL CONSTRUCTION

DESIGNED

REVIEWED

Rv Others ., APPROVED __________ _

DRAWN: David Drennon SCALE: r"" 1'0"

DATE: October 25, 1994 SHEET 11 OF' 2J

DRAWING NO. NV028J4-14,15 A

BRACE

16. EZ Panels