RobDrawFncReplcmntPh2_-_DRAWINGS.pdf

WORK LOCATION

ROBERTSON DRAW FENCE REPLACEMENT SITE MAP3

GENERAL NOTES:

1. ON-SITE CONSTRUCTION WORK CANNOT OCCUR BETWEEN APRIL 1 AND JULY 15.

2. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE, HAUL AWAY, AND DISPOSE OF ALL MATERIAL AS SHOWN ON THE CONSTRUCTION DRAWINGS, AS DESCRIBED IN THE STATEMENT OF WORK AND SUPPLEMENTAL SPECIFICATIONS, AND AS DIRECTED AND APPROVED BY THE GOVERNMENT. SALVAGEABLE MATERIALS NOT USED FOR CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND ARE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE FROM FEDERAL LANDS AND PROPERLY DISPOSE OF. SEE

SPECIFICATION 02834 - WIRE FENCES AND GATES, FOR FENCE REMOVAL REQUIREMENTS.

3. ALL GATES SHALL BE ALL WIRE GATES (4-WIRE) WITH WOOD END STAYS AND WIRE STAYS IN BETWEEN. WIRE STAYS ARE ACCEPTABLE BETWEEN THE WOOD GATE STAYS UNLESS WOOD STAYS MUST BE UTILIZED TO ALLOW THE GATE TO STAY UPRIGHT TO PROPERLY FUNCTION.

4. THE NEW FENCE SHALL BE: 4-WIRE (3-BARBED WITH BOTTOM BARBLESS). ALL FENCE LINE POSTS SHALL BE HEAVY DUTY STEEL LINE POSTS (T-POSTS), AND ALL BRACE PANELS

SHALL BE STEEL.

5. SALVAGEABLE STEEL POSTS, AS APPROVED BY THE GOVERNMENT, SHALL BE ALLOWED AS DEADMEN, BUT MUST BE DRIVEN A MINIMUM OF 4-FEET IN THE GROUND, PARALLEL TO AND IN LINE WITH THE FENCE AND ATTACHED WITH ADDITIONAL DOUBLE TWISTED WIRE OF THE SAME MATERIAL AS THE BOTTOM WIRE.

6. SEE THE STATEMENT OF WORK AND SPECIFICATION 02834 - WIRE FENCES AND GATES, FOR SPECIFICATIONS RELATED TO REMOVAL AND REPLACEMENT OF THE EXISTING

FENCE LINE WITH NEW FENCE.

7. WHEN CONNECTING EXISTING FENCE TO NEW STEEL BRACE PANEL STRUCTURES, SPLICE NEW WIRE TO EXISTING WIRES TO LENGTHEN AS NEEDED TO PROPERLY TACK EXISTING WIRE TO THE NEW PANEL STRUCTURE. HAND STRETCH/TIGHTEN THE EXISTING FENCE WIRE BETWEEN THE NEW STEEL PANEL STRUCTURE AND THE FIRST STEEL LINE POST (T-POST) OF THE EXISTING FENCE. SEE STATEMENT OF WORK FOR MORE INFORMATION REGARDING CONNECTIONS MADE WITH EXISTING FENCES.

8. THERE MAY BE ADDITIONAL PANEL STRUCTURES TO BE REPLACED AND/OR INSTALLED NEW THAT ARE NOT SHOWN ON THE CONSTRUCTION DRAWINGS. ADDITIONAL ITEMS INSTALLED SHALL BE PAID FOR BY THE ACTUAL QUANTITY INSTALLED PER THE UNIT BID PRICE OF THE ITEM AT THE APPROVAL OF THE GOVERNMENT.

9. CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH MONTANA 811 AND ANY OTHER NECESSARY ENTITIES.

3P: 3-POST CORNER

X: STRESS PANEL

O: END PANEL

NEW 4-WIRE, BARBED WIRE, ALL STEEL FENCE LINE

EXISTING FENCE LINE

EXISTING ROAD

BASE BID SHEET 4 - REMOVE & REPLACE FENCE4

X

3P

X

3P X

X

X

X

X

X

X

O

O

O

O

O

3P: 3-POST CORNER

X: STRESS PANEL

O: END PANEL

NEW 4-WIRE, BARBED WIRE, ALL STEEL FENCE LINE

EXISTING FENCE LINE

BASE BID SHEET 5 - REMOVE & REPLACE FENCE5

O: END PANEL

= : WIRE GATE

NEW 4-WIRE, BARBED WIRE, ALL STEEL FENCE LINE

EXISTING FENCE LINE

EXISTING ROAD

4P: 4-POST CORNER

BASE BID SHEET 6 - REMOVE & REPLACE FENCE6

O: END PANEL

= : WIRE GATE

NEW 4-WIRE, BARBED WIRE, ALL STEEL FENCE LINE

EXISTING FENCE LINE

EXISTING ROAD

ADDITIVE ALTERNATE 1 SHEET 7 - REMOVE & REPLACE FENCE7

X

X

O=O

3P

O =O4P

EXISTING ROAD

3P: 3-POST CORNER

X: STRESS PANEL

O: END PANEL

= : WIRE GATE

NEW 4-WIRE, BARBED WIRE, ALL STEEL FENCE LINE

EXISTING FENCE LINE

ADDITIVE ALTERNATE 1 SHEET 8 - REMOVE & REPLACE FENCE8

3P

3P

3P

O=O O

X

X

X X

X

X

X

X

O=O

X

X

X X

X

O

O=O

3P: 3-POST CORNER

X: STRESS PANEL

O: END PANEL

= : WIRE GATE

NEW 4-WIRE, BARBED WIRE, ALL STEEL FENCE LINE

EXISTING FENCE LINE

ADDITIVE ALTERNATE 2 SHEET 9 - REMOVE & REPLACE FENCE9

X

X

4P

3P

X

O=O

3P: 3-POST CORNER

X: STRESS PANEL

O: END PANEL

= : WIRE GATE

4P: 4-POST CORNER

NEW 4-WIRE, BARBED WIRE, ALL STEEL FENCE LINE

EXISTING FENCE LINE

ADDITIVE ALTERNATE 2 SHEET 10 - REMOVE & REPLACE FENCE10

11 17

2 POST END PANEL

h3

TYPE A

TERM I NA TE WIRES ON

STEEL BRACE POST

D c ----------- ::e:

II

u

TYPE B

h3

H3

3 POST STRESS PANELS

6 TO 8 FT.

LENGTH -----TERMINATE WIRES o,N-----

1 FT. _.

SPACING I-

D c a::

A

II

II

II

II

TYPE A

h3

GENERAL NOTES:

1. ALL STEEL BRACE POSTS WILL BE CAPPED BY

GOVERNMENT.

2. SEE SPECIFICATIONS FOR THE FOLLOWING:

I. RA TIO OF STEEL TO WOOD LINE POSTS

II. POST SPACING, LENGTH & DEPTH IN GROUND

Ill. TYPE OF WIRE TO BE UTILIZED

IV. SPACING BETWEEN WIRES

3. DRAWING IS NOT DRAWN TO SCALE

STEEL BRACE POST

D i: ::::t:t:::::::::::::t1�:::::::::::::tt== A

II

II

II

II

II

II

II

II

II

II

II

II

u

II

II

II

II

II

u

TYPE B

KEY NOTES:

r.;\ STEEL LINE POST SHALL BE 5-1/2 FT.

\}_/ CERTIFIED 1.33 LBS/FT MINIMUM AND

COLORED ACCORDING TO SPECIFICATIONS

0 BRACE RAIL BANDS ATTACH 4 TO 6 IN.

BELOW TOP WIRE HEIGHT

0 BRACE RAIL BAND ATTACH 3 IN. MAXIMUM

ABOVE GROUND SURFACE

THINK SAFETY FIRST

V DESIGN omCE:EMDDO

DESIGNED BY: BF DATE: 02/13/2020

AUT0CAO NAME:2021 STEEL 0RAWINGS.DWG

DRAWN BY: BF DATE: 02/13/2020

CHECKE0 BY: GS DATE: 02/26/2020

APPROVED BY: GS DATE: 02/26/2020

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

BARBED WIRE FENCE PANELS (STEEL)

MILES CITY FIELD OFFICE MONTANA

SHEET 12 OF 17

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) SHEET OFV

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

13 17

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

6 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) SHEET 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

14 17

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 SHEET OF

CHECKED BY: GS DATE: 02/28/2020

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

15 17

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

SHEET 16 OF 17

..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

U NITED STATES DE PARTMENT O F THE INTERIOR

BU REAU O F LAND MANAG EM ENT

FIGURE FOUR AND

ROCK JACK

�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 _____________________ ___, ________ ....., __ ___, ____ ..._ _______________ __.

SHEET : 17 of 17