Att1B_Drawings_Fence_9Sep25.pdf
PDF 7 MB Posted
- Attached to
- GAOA MELSTONE DAM RECONSTRUCTION Federal contract opportunity
- Solicitation number
- 140L0625R0012
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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