Att1B_Drawings_Fence_9Sep25.pdf

PDF 7 MB Posted

Attached to
GAOA MELSTONE DAM RECONSTRUCTION Federal contract opportunity
Solicitation number
140L0625R0012
Issued by
Department of the Interior Bureau of Land Management National Office

About this file

These are technical engineering drawings for a Melstone Dam Fence project by the United States Department of the Interior's Bureau of Land Management, located in Montana. The detailed documents specify the construction requirements for a steel barbed wire fence, including precise specifications for various fence components such as line posts, brace posts, wire gates, corner panels, and deadman anchoring techniques. The drawings provide comprehensive technical details for fence installation, including wire spacing, post dimensions, gate mechanisms (including mechanical gate closers), and installation methods for different terrain conditions. The documents include multiple view types (side, plan, top) and specify materials like galvanized steel posts, 12-1/2 gauge barbless wire, and installation techniques for maintaining fence tension and stability across varying landscape features.

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Text version

7 TO 8 FT.

MONTANA

PAGE ___OF___

3-POST CORNER PANEL

GENERAL NOTES:

II

II

II

II

II

II

II

II

II

II

II

II

u

TYPE A

TYPE A

BRACE POST TYPE B

STEEL BRACE POST

TOP

WIRE

LOCATION

FLATTEN APPROX. 1-1/2 IN. ON

BOTH ENDS OF THE BRACE RAIL

AND DRILL/PUNCH A HOLE IN THE

FLATTENED PART FOR 3/8 IN.

BOLT

KEY NOTES:

I I I I I I I I I

II

II

u

TYPE B

TYPE B

4 TO 6 IN.

I

TOP

WIRE

LOCATION

1. NUMBER OF WIRES, TYPE OF WIRE, AND WIRE

SP ACING SAME AS FOR FENCE.

STEEL LINE POST SHALL BE 5-1 /2 FT. CERTIFIED 0 1.33 LBS/FT MINIMUM AND COLORED ACCORDING

2. DRAWING IS NOT DRAWN TO SCALE.

AUT0CAD NAME:2021 STEEL DRAWINGS.DWG """ REVISION ..,,,.,...,

DESIGNED BY: BF DATE: 02/18/2020

DRAW N BY: BF DATE: 02/18/2020

CHECKED BY: GS DATE: 02/26/2020

TO SPECIFICATIONS

f"i\. BRACE RAIL BANDS ATTACH 4 TO 6 IN. BELOW

\::.../ TOP WIRE HEIGHT

0 STEEL BRACE POST WILL BE CAPPED BY THE

GOVERNMENT

0 3/8 IN. GALVANIZED GRADE 5 CARRIAGE BOLT

TYP.

THINK SAFETY FIRST

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

CORNER PANELS (STEEL) PAGE OF V

1-DES

I

GN

o m c E:

E

MD

D O

.;......;._-+---+--+-----i

APPROVED BY:GS DATE:02/26/2020 MILES CITY FIELD OFFICE MONTANA

1 FT.

SPACING

H3 h3

1 FT.

SPACING

MECHANICAL

GATE CLOSER

MECHANICAL

GATE CLOSER

FOUR WIRE GATE

TYPE A

i------+-ANEL POST SPACING 16.5 FT.----i

I

GTH I

I I I I I I

2, 3 IN. 0 GATE STAYS

FOUR WIRE GATE

TYPE B

'----ANEL POST SPACING 16.5 FT.----i

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

2, THREE WIRE GATE

TYPE A

i----ANEL POST SPACING 16.5 FT.----i

2, 3 IN. 0 GATE STAYS

KEY NOTES:

u

H2 h2

7 TO 8 FT.

LENGTH

H2 h2

GENERAL NOTES:

1. CONSTRUCT END PANEL ON EACH SIDE OF GATE AS

REQUIRED IN THE SPECIFICATIONS.

STEEL LINE POST SHALL BE 5-1 /2 FT. CERTIFIED

0 1.33 LBS/FT MINIMUM AND COLORED TO MATCH

SPECIFICATIONS

2. DRILL STEM MECHANICAL GA TE CLOSER CONSTRUCTION

BASED ON DESIGN IN SPECIFICATIONS AND DRAWINGS

3. ALL STEEL BRACE POSTS WILL BE CAPPED BY THE

GOVERNMENT

4. DRAWING IS NOT DRAWN TO SCALE

r,:;\ BRACE RAIL BANDS ATTACH 4 TO 6 IN. BELOW TOP

\::.../ WIRE HEIGHT

r;\ BRACE RAIL BAND ATTACH 3 IN. MAXIMUM ABOVE

\::..../ GROUND SURFACE

THINK SAFETY FIRST

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

WIRE GATES (STEEL) PAGE OF

CHECKED BY: GS DATE: 02/ 26/ 2020

1.:'.t-P.:::PROVED:::=...:.:BY.:...:,cs=-------=[),l(=--JE:=---0..::.2/,::..:

26:..::,/ 2

.,..-jo 1--+---t----t MILES CITY FIELD OFFICE MONTANA

OPEN POSITIO� \ \

STEEL BRACE POST '�,,

STEEL

BRACE

RAIL

C

B

I A l

NOTE:

GATE LOO

1. STEM ON GA TE CLOSER SHALL

BE INSERTED SECURELY INSIDE

AND FLUSH WITH THE TOP OF

THE STEEL BRACE POST

2. GA TE CLOSER SHALL PROVIDE A

COVER FOR THE STEEL BRACE

POST TOP

3. SPACING BETWEEN WIRES ON

GA TE SHALL BE SAME AS FENCE

4. DRAWING IS NOT DRAWN TO

SCALE

I I

I I I I I

AUT0CAD NAME: DRIU. STEM GATE.DWG MARK REVISION N'PRCMD

DESIGN OFFICE: EMDOO

GALVANIZED

FLANGED NUTS

TOP VIEW

,....._ _____ �---i!��d===

MIN. 3 IN.

PIPE COVER� ¢ WOOD

(SEE NOTE 2) POST

STEEL

BRACE

POST

SIDE VIEW

GATE LOOP

SEE NOTE 2

6 IN.

MIN.

�3/16 IN.

STEEL CABLE

LOOP

THINK SAFETY FIRST

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

• ��----1---------1

DESIGNED BY: BF DATE:02/13/2020

DRAWN BY: BF DATE: 02/13/2020 DRILL STEM MECHANICAL GATE CLOSER PAGE OF

CHECKED BY: GS DATE: 02/28/2020

N'PROVEO BY:Gs DATE:02/28/2020 MILES CllY FIELD OFFICE MONTANA

DEADMAN

----------L----------

GENERAL NOTES:

D c a::=------t,-H-.... __

A

D c a:=

A

12-1

2 GA.

GAL V. BAR BLESS

WIRE DOUBLE

TWISTED

I/

/��/ 5-1

2 FT. STEEL LINE

{ / POST MINIMUM OF 4 FT.

t/ IN TO THE GROUND, DRIVEN PARALLEL AND

IN LINE WITH THE

FENCE.

12-1

2 GA.

GAL V. BARBLESS

WIRE DOUBLE

TWISTED

DEADMAN

1. FOR DEADMAN, USE DOUBLE TWISTED WIRE OF THE SAME MATERIAL AS BOTTOM WIRE OF

FENCE AND A ROCK

MIN. WEIGHT 50 LBS.

OR STEEL LINE POST DEADMAN WHEN SPACE

BETWEEN BOTTOM WIRE AND GROUND SURFACE EXCEED 20 INCHES.

2. SEE SPECIFICATIONS FOR THE FOLLOWING:

I. POST SPACING, LENGTH & DEPTH IN GROUND

II. SPACING BETWEEN WIRES

3. DRAWING IS NOT DRAWN TO SCALE.

l h1 \j v�LINE POST

WOOD OR

STEEL LINE

POST

THINK SAFETY FIRST

DRAWN BY: er DAlE:02/13/2020

CHECKED BY: GS DAlE: 02/26/2020

APPROVED BY: GS DAlE: 02/26/2020

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

DEADMAN AT MINOR DEPRESSION

MILES CllY FIELD OFFICE MONTANA

PAGE OF

..l N gi o E I

N

0 1 _I a, v�

N

1'-6" (457 mm)

2 X 6 X 2'-6" ( 51 mm x 152 mm x 7 62 mm)

2-40d NAILS AT EACH JOINT . M ORT ISE ONE MEMBER T O GET M IN . 2 1/ 2 " ( 64 mm) NAIL

PENETRAT ION INT O RECEIV ING PIECE .

2 X 6 X 3'-Q" ( 51 mm x 152 mm x 914 mm)

2 X 6 X 3'-6" (51 mm x 152 mm x 1067 mm)

E

FIGURE FOUR-SIDE

BRACE POST

FIGURE FOUR - PLAN VIEW

40d NAILS mm x 152 mm)

NOTE:

CU T T O FIT

INSIDE O F

BRACES

2 x 6 x 4'-0" (51 mm x 152 mm x 1219 mm)

ROCK JACK-PLAN

SET IN HOLE DU G T O ROCK

ROCK JACK-FRONT

' 4'-0" 1. THE METRIC CONVERSIONS ARE PROVIDED IN PARENTHESIS

FOLLOWING THE ENGLISH UNITS."'z ( 1219 mm)

1-

------....:::R=O=C=K::::::::::J=A=C=K=-=S=l=D=-E..:(;_RO C

KS;;,..;;.IN;_P;.;;LA;_C;.;;E.:..) -----------"""'T'---------------1

REV IEW ED A LWAYS TH INK SAFElY

� DESIG NED B�Y�O�TH�E=R�S __________ _

z _,,, A P

P ROVED ______________ & METRIC CONVERSION ADDED 9/30/97 LJP

� -D-

RA_ W_

N _B _Y_: -----...-

S

C _A _L -

E :_ N O N

E

=----1-F-OR

_ M_ A_T _ U_ P

_ D_A-TE

----+7- /_ 3_ 1_/ _09-+--R-TH--1

� DATE : A PRI L 2 6, 1997 SHEET : 1 O F

�I-

SI_A _

N

-DA_

R

_D_D _IT_A_

IL-D R

_ A_W _

IN

_G...._

N O

_. _ 0_ 2_8_2- 4-- 5-------1-

REV ___

N _0-1

.---D- E _ S

C

RI

- PT_ I _

ON

---+-D-AT- E--II-A-PP_

R O

_V _ED

-I z _____________________ ___, ________ ....., __ ___, ____ ..._ _______________ __.

U NITED STATES DE PARTMENT O F THE

INTERIOR BU REAU O F LAND MANAG EM ENT

FIGURE FOUR AND ROCK JACK

PAGE ____ OF _____

Melstone Dam_Fence 11x17-Cover (1)
Melstone Dam_Fence 11x17-PLAN-200 (Removal) (1)
Melstone Dam_Fence 11x17-PLAN-200 (Construction
Fence Typicals.pdf
Steel fence standard drawings.pdf
Corner Panels (Steel).pdf
Wire Gates (Drill Stem).pdf
Mechanical Gate Closer (Drill Stem).pdf
Deadman at Minor Depression.pdf
Figure Four and Rock Jack.pdf
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