Attachment 2 - Drawings.pdf

BRACE ANCHOR BLOCKS: APPROX. 16" X 16" X 16"

END OF BRACE SHOULD BE CENTERED IN ANCHOR

BLOCK.

BASE FOR VERTICAL STEEL ANGLES SHALL

CONSIST OF A CYLINDRICAL CONCRETE FOOTING

(MIN. 39" DEEP AND 10" IN DIAMETER).

STEEL ANGLE SHALL BE CENTERED IN DIAMETER

AND APPROX. 3" ABOVE BOTTOM OF CYLINDER.

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

PECOS DISTRICT OPERATIONS OFFICE

ROSWELL, NM 88201

STEEL CORNER PANEL

REVIEWED BY:

DESIGNED BY:

APPROVED BY:

DRAWN: DSW

DATE:

DRAWING NUMBER:

SCALE: NTS

SHEET _1_ OF _2_

323116-(5)

(4 STRAND BARBED WIRE FENCE)

WIRE SPACING DIAGRAM

TYPICAL FASTENING DETAIL FOR 90 DEGREE CORNER

1" DIA. BOLT WITH NUT PER

CONTRACT SPEC

NOTES:

RIGHT ELEVATION VIEW

SEE TYPICAL FASTENING DETAIL

TOP VIEW TYPICAL 90 DEGREE CORNER

LEFT ELEVATION VIEW

1. PANELS TO BE LOCATED AS PER CONTRACT MAPS.

2. PANELS CONSIST OF 3 CONTINUOUS PIECES OF 2- 1/2" X 2- 1/2 X 1/4"

STEEL ANGLE.

3. ANGLE OF BRACE MEMBER MAY VARY WITH TOPOGRAPHY AND SITE CONDITIONS.

THE CONTRACTOR SHALL NOT CUT OR MODIFY THE LENGTH OF THE ANGLE IRON,

BRACES OR UPRIGHTS.

4. WIRE TO BE ATTACHED ACCORDING TO WIRE SPACING DIAGRAM.

5. CORNER BRACKETS FOR OBTUSE ANGLE CORNERS ARE TO BE FABRICATED FROM

STEEL ANGLE MATERIAL OR FLAT STOCK THAT CONFORMS TO SAME SPECIFICATIONS.

6. SEE DRAWING 323116 (5a) FOR OBTUSE CORNER FASTENING DETAILS AND BOLT

HOLE PLACEMENT FOR CORNERS.

12" 8" 6"

16"

BLM

BLM

BLM

5'6" T-posts placed @ 16'6" o.c. driven to a depth of 1'6".

BOLT HOLE 12 " FROM TOP OF POST

BOLT HOLE 18" FROM TOP OF POST

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

PECOS DISTRICT OPERATIONS OFFICE

ROSWELL, NM 88201

STEEL CORNER PANEL

REVIEWED BY:

DESIGNED BY:

APPROVED BY:

DRAWN: DSW

DATE:

DRAWING NUMBER:

SCALE: NTS

SHEET _2_ OF _2_

323116-(5a)

(4 STRAND BARBED WIRE FENCE)

BRACKET FABRICATED FROM 1

4" STOCK TO ACCOMMODATE

OBTUSE ANGLES ALONG FENCE ROUTE

1" DIA. BOLT WITH NUT PER

CONTRACT SPEC

TYPICAL BOLT HOLE PLACEMENT FOR CORNERS

FASTENING DETAIL FOR OBTUSE CORNERS

BLM

BLM

TYPICAL DRAINAGE CROSSING

REVIEWED BY:

DESIGNED BY:

APPROVED BY:

DRAWN: DSW

DATE:

DRAWING NUMBER:

SCALE: NTS

SHEET _1_ OF _1_

323116-(DX)

(4 STRAND BARBED WIRE FENCE)

WIRE SPACING DIAGRAM

NOTES:

1. ATTACH WIRE ON DOWNSTREAM SIDE OF DRAINAGE CROSSING.

2. TOPOGRAPHY WILL DICTATE ACTUAL CONFIGURATION OF DRAINAGE CROSSING

3. LOCATE DEADMEN AS REQUIRED.

4. FILL ADDITIONAL GAPS WITH SAME WIRE AS USED ON BOTTOM STRAND.

5. TYPICAL PANELS AS PER DWG 323116 ( ) SHALL BE CONSTRUCTED ACROSS

ENTIRE DRAINAGE CROSSING.

TOP VIEW

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

PECOS DISTRICT OPERATIONS OFFICE

ROSWELL, NM 88201

END PANEL CONSTRUCTED AS PER

DWG 323116 (3)

SINGLE METAL POST EVENLY SPACED AND

CONSTRUCTED AS PER DWG 323116 (2/7)

6. WIRE SHALL TERMINATE AT EACH PANEL AND SINGLE METAL POST AS TO PROVIDE

"BREAK-AWAY" SECTIONS WITHIN THE DRAINAGE CROSSING.

12" 8" 6"

16" BLM

TWISTED WIRE FENCE STAYS PLACED AT 16'-6" O.C.

(CENTERED BETWEEN T-POSTS)

BRACE ANCHOR BLOCKS: APPROX. 16" X 16" X 16"

END OF BRACE SHOULD BE CENTERED IN ANCHOR

BLOCK.

BASE FOR VERTICAL STEEL ANGLES SHALL

CONSIST OF A CYLINDRICAL CONCRETE FOOTING

(MIN. 39" DEEP AND 10" IN DIAMETER).

STEEL ANGLE SHALL BE CENTERED IN DIAMETER

AND APPROX. 3" ABOVE BOTTOM OF CYLINDER.

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

PECOS DISTRICT OPERATIONS OFFICE

ROSWELL, NM 88201

STEEL END PANEL

REVIEWED BY:

DESIGNED BY:

APPROVED BY:

DRAWN: DSW

DATE:

DRAWING NUMBER:

SCALE: NTS

SHEET _1_ OF _1_

323116-(3)

(4 STRAND BARBED WIRE FENCE)

WIRE SPACING DIAGRAM

FASTENING DETAIL

1" DIA. BOLT WITH NUT

PER CONTRACT SPEC

NOTES:

1. PANELS TO BE LOCATED AS PER CONTRACT MAPS.

2. PANELS CONSIST OF 2 CONTINUOUS PIECES OF 2- 1/2" X 2- 1/2 X 1/4"

STEEL ANGLE.

3. ANGLE OF BRACE MEMBER MAY VARY WITH TOPOGRAPHY AND SITE

CONDITIONS. CONTRACTOR SHALL NOT CUT OR MODIFY THE LENGTH OF

THE ANGLE IRON, BRACE OR UPRIGHT.

4. WIRE TO BE ATTACHED ACCORDING TO WIRE SPACING DIAGRAM.

SEE FASTENING DETAIL

TOP VIEW

ELEVATION VIEW

12" 8" 6"

16"

BLM

BLM

BLM

5'6" T-posts placed @ 16'6" o.c. driven to a depth of 1'6".

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

PECOS DISTRICT OPERATIONS OFFICE

ROSWELL, NM 88201

STEEL STRESS PANEL

REVIEWED BY:

DESIGNED BY:

APPROVED BY:

DRAWN: DSW

DATE:

DRAWING NUMBER:

SCALE: NTS

SHEET _1_ OF _1_FASTENING DETAIL

SEE FASTENING DETAIL

ANGLE SHOULD BE NOTCHED APPROX.

3 12" TO CREATE FASTENING TAB ALONG

FRONT FACE OF VERTICAL ANGLE POST

1" DIA. BOLT WITH NUT PER

CONTRACT SPEC

5'-6" T-POSTS PLACED AT 16'- 6" O.C.

DRIVEN TO A DEPTH OF 1'-6"

TWISTED WIRE FENCE STAYS PLACED AT 16'-6" O.C.

(CENTERED BETWEEN T-POSTS)

BRACE ANCHOR BLOCKS: APPROX. 16" X 16" X 16"

END OF BRACE SHOULD BE CENTERED IN ANCHOR

BLOCK.

WIRE SPACING DIAGRAM

NOTES:

BASE FOR VERTICAL STEEL ANGLES SHALL

CONSIST OF A CYLINDRICAL CONCRETE FOOTING

(MIN. 39" DEEP AND 10" IN DIAMETER).

STEEL ANGLE SHALL BE CENTERED IN DIAMETER

AND APPROX. 3" ABOVE BOTTOM OF CYLINDER.

TOP VIEW

ELEVATION VIEW

1. PANELS TO BE LOCATED AS PER CONTRACT MAPS. MAXIMUM DISTANCE

BETWEEN PANELS SHALL NOT EXCEED 1320 FEET.

2. PANELS CONSIST OF 3 CONTINUOUS PIECES OF 2- 1/2" X 2- 1/2 X 1/4"

STEEL ANGLE. SOME NOTCHING OF STEEL MEMBERS IS REQUIRED. (SEE FASTENING

DETAIL.

3. ANGLE OF BRACE MEMBER MAY VARY WITH TOPOGRAPHY AND SITE CONDITIONS.

CONTRACTOR SHALL NOT CUT OR MODIFFY THE LENGHT OF THE ANGLE IRON,

BRACE OR UPRIGHT.

4. WIRE TO BE ATTACHED ACCORDING TO WIRE SPACING DIAGRAM.

323116-(4)

(4 STRAND BARBED WIRE FENCE)

12" 8" 6"

16"

BLM

BASE FOR VERTICAL STEEL ANGLES SHALL

CONSIST OF A CYLINDRICAL CONCRETE FOOTING

(MIN. 39" DEEP AND 10" IN DIAMETER).

STEEL ANGLE SHALL BE CENTERED IN DIAMETER

AND APPROX. 3" ABOVE BOTTOM OF CYLINDER.

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

PECOS DISTRICT OPERATIONS OFFICE

ROSWELL, NM 88201

WIRE GATE

REVIEWED BY:

DESIGNED BY:

APPROVED BY:

DRAWN: DSW

DATE:

DRAWING NUMBER:

SCALE: NTS

SHEET _1_ OF _1_

323116-(6)

(4 STRAND BARBED WIRE FENCE)

WIRE SPACING DIAGRAM

NOTES:

1. WIRE GATES TO BE LOCATED AS PER CONTRACT MAPS.

2. "HINGED" SIDE OF GATE SHALL BE SECURED TO END PANEL WITH SMOOTH

WIRE AT TOP BOTTOM AND CENTER OF TREATED WOOD STAY.

3. OPENING END OF GATE SHALL BE EQUIPPED WITH A SMOOTH WIRE LOOP AT

TOP AND BOTTOM OF STAY AS IS COMMON PRACTICE FOR FASTENING WIRE GATES.

4. WIRE TO BE ATTACHED ACCORDING TO WIRE SPACING DIAGRAM.

5. SPACING OF TWISTED WIRE STAYS IS DEPENDENT ON GATE WIDTH.

ELEVATION VIEW

TWISTED WIRE FENCE STAYS EVENLY SPACED

3" DIA. TREATED WOOD STAY

SEE NOTE 2

SMOOTH WIRE LOOP

(SEE NOTE 3)

TOP VIEW

12" 8" 6"

16"

BLM

BLM

BLM

GATE SHALL BE 16' 6" WIDE

5'6" T-posts placed @ 16'6" o.c.

driven to a depth of 1'6".