Section_C__Attachment_2_Drawings.pdf

END PANEL-TYPE

I

I, , 1i.l_ f-- 6'-6" Min. -l l \ I \I

V

STRESS PANEL

I

,._, ... ,.-t- I

END PANEL-TYPE II

L

9-Ga. smooth galv. wire t:::l� --., ..... ,, 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

I l

\1\ V "n e post

(wood or steel)

L-----------i------ L L-

<'I

2"Min.

:i::

I PJJj_ � Twisted w,re or wood stay

NOTE:

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.

d. Type of wire to be used.

e. Spacing between wires for 3 and 4 wire

f. Number of stays per span (L).

2. Details and Dimensions also apply to Galvanized Steel panel construction.

LINE PANELS

MORTISE DETAIL

ALIJAYS THINK SAFETY

Steel line post

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

DIVISION OF TECHNICAL SERVICES SERVICE CENTER

TYPICAL

BARBED WIRE FENCE

(3 and 4-WIRE)

DESIGNED

REVIEWED

APPROVED

DRAWN

by others

SCALE NONE

SHEET OF

3'-3'

L

STRESS PANEL

., I

\,/IRE H□LDER

DETAIL C

l-7'1'11n,-8' Max,--..-----7•1'11n,-8' l'lax.----•-il

9•

BRACE CLAMP, MIN,

3/4'x12 GA, 5/16'xl-1/4'

CARRIAGE B□L T

·AND HEX NUT

DETAIL A

STEEL

P□ST -

DETAIL B

BRACE CLAMP, MIN,

3/4'x12 GA, 1 l,!;:==============::::::::;;:,;l,p:::==============::::;:;��BRACE CLAMP

3•-9• DETAIL A

3'-3'

L

END PANEL

STEEL

P□ST -

BRACE CLAMP □R SIMILAR

DEVICE T□ H□LD BRACE

\,/IRE IN PLACE,

DETAIL C

NOTES:

1, BRACE \,/IRE SHALL BE \,/RAPPED T\,/□ TIMES AR□UND PANEL

AS SH□\,/N □N DRA\,/ING, EACH \,/RAP SHALL BE L□□PED □NCE

AR□UND THE P□ST, THE BRACE \,/IRES \,/ILL THEN BE T\,/ISTED

TIGHT,

2, P□ST AND BRACES SHALL BE AS SPECIFIED IN THE

SPECIFICATI□NS,

3, \,/IRE SPACING SHALL BE AS SPECIFIED IN THE \,/□RK SUMMARY

CHART AND \,/□RK DATA SHEET,

4, ALL FITTINGS AND TIE \,/IRE SHALL BE GALVANIZED,

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NORCAL, EAST ZONE ENGINEERING

STEEL END AND STRESS PANELS

CLAMP DETAILS

DESIGN ED _.O..__T..._H ...... E-'-'R ..... S.__ _____ _

REVIEWED ---'__

APPROVED __,__

DRAWN

DATE

SCALE NONE

SHEET

FILE NAME: Steel-PaneIs2.dw

Double T Post

TYPICAL ROCK TIE

NOTES:

WIRE SHALL BE WRAPPED AROUND ROCK

AS SHOWN ON THE DRAWING. EACH WIRE

SHALL BE LOOPED AROUND THE POST AND

THEN TWISTED TIGHT.

WIRE SPACING SHALL BE AS SPECIFIED IN

THE WORK SUMMARY CHART AND WORK

DATA SHEET.

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

EAST ZONE ENGINEERING, NORCAL

TYPICAL ROCK TIE

DESIGNED

REVIEWED ...__ ______ _

APPROVED _ ____ _

LINE TREE ANGLE TREE

FENCE WIRE

STRESS TREE

END TREE CORNER TREE

TYPICAL SCABBING CONFIGURATIONS

PLAN VIEWS

(Il

TREE

2"x 4"x 4'

TREE SCAB

_J

.t::'. w ---11---+--il--+--l---lf-f--lf--

CX) 0

� ---11--+-11--+--l---lf-fl----lf--w

TYP. SCABBING PLACEMENT

PROFILE

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

SUSANVILLE DISTRICT CALIFORNIA

TREE SCABBING

TYPICAL DETAILS

DESIGNED ______ _

REVIEWED ______ _

APPROVED '--------

DRAWN

DATE

SCALE NONE

SHEET

DRAWING

wire loop

4-2"x 2" wood stays evenly spaced wire loop

WOVEN WIRE GATE

I Panel post spacing 16' -6" c.c. I 3" Min.

,,d:---sm I _l_ oath wire loop w-

I ..

'- j_ / . 6" Min • l;,,'i"

� Smooth wire loop (see specifications for gouge) ::c 4-2"x 2" wood or metal stays evenly spaced

\.-Smoot

WIRE GATE - -

h wire loop lYPE A

I Panel post spacing 16' -6" c.c. I 3" Min. d-sm

I _l_ oath wire loop w- �--1-

I .

' J /

5•� I/�

::c

�Smooth wire loop (see specifications for gouge) 4-2"x 2" wood stays evenly spaced

\,_Smoot

- WIRE GATE

lYPE B

NOTES:

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 anD A mechanical gate closers or gate stick.

2. Construct an end oF stress panel on each side of type required in the specifications.

AL"'AYS THINK SAFETY

h wire loop

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

DMSION OF TECHNICAL SERVICES SERVICE CENTER

TYPICAL

WIRE GATES

DESIGNED by others REVIEWED ____,J....,.Lg"'w..,s._ ____________ _ APPROVED y.Whitten

DRAWN: by others SCAL£ NONE

DATE: FEBRUARY 24, 1992 SHEET 2 OF 10

DRAWING NAME: S02834-6.dw

I. 6' ----•-r•--f�bnx_--•-i-1-•---- 6' -----• 1

_,,,,,,,- Double Post Brace

NOTE:

/ Smooth Wire

A. Top Diagonal Wire at 1 inch Below Top Strand

PROFILE VIEW

PL AN VIEW

B. Mid Diagonal Wire at Midpoint Between Top & Bottom Strand

C. Bottom Diagonal Wire at 1 inch Above Bottom Strand

D. Tie Basket to Vertical Posts at Top, Midpoint and Bottom

1.5'

Metal Post Anchor

Fill Basket to Top With Native Rock

U.S. DEP ARTMENT OF THE INTERIOR

BURE AU OF L AND M AN AGEMENT

ROCK BASKET

STRESS PANEL

DESIGNED G.E. EVERTS

REVIEWED _____ _

APPROVED

SC ALE: NONE DR AWN BY:

D ATE: 2-14-94 SHEET _8_ OF....31_

DR AWING NO. C A-940-O2824-2

• ">Q) ·'e, l ">Q�

Min 3'-9'

Max 4" 6"

Min2' 6" Max3'-3'

L

� ,,.,,,e, ">Q�

STEEL

PIPE --

VIRE HOLDER

DETAIL C

VIRE HOLDER

DETAIL C

FIVE POST CORNER PANEL not specified in contract, but could be used in place of 4-corner panel if contractor deems necessary for fence integrity at contractors expense.

BRACE CLAMP

DETAIL A 3'-3'

L

BRACE CLAMP

DETAIL A

VIRE HOLDER

DETAIL C

THREE POST

CORNER PANEL

NOTES:

BRACE CLAMP

DETAIL A

1, BRACE VIRE SHALL BE VRAPPED TVO TIMES AROUND PANEL

AS SHOVN ON DRAVING, EACH VRAP SHALL BE LOOPED ONCE

AROUND THE POST, THE BRACE VIRESVILL THEN BE TVISTED

TIGHT,

2, POST AND BRACES SHAL BE AS SPECIFIED IN THE

SPECIFICATIONS.

3, VIRE SPACING SHALL BE AS SPECIFIED IN THE

SPECIFICATIONS.

4, ALL FITTINGS AND TIE VIRE SHALL BE GALVANIZED,

5. WELDED CONNECTIONS AT DETAS A AND B CAN BE SUBSTITUTED FOR

THE CLAMPED CONNECTIONS.

6. SEE CLAMP DETAILS ON DRAWING TITLES STEEL END PANELS AND

CLAMP DETAILS

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NORCAL, EAST ZONE ENGINEERING

STEEL CORNER PANELS

OTHERS DESIGNED

REVIEWED

APPROVED

DRAWN

DATE

SCALE NONE

SHEET

FILE NAME:

Min

Max 4' 6"

Max Min 2' 6"

Min Max 4' 6"

Max Min 2' 6"

Steel End Panels and Clamp Details.pdf