B08_Attachment_4_-_Pine_Grove_Fence_Drawings.pdf
PDF 9 MB Posted
- Attached to
- BLUE RIM & PINE GROVE FENCING
- Solicitation number
- 140L0624R0057
About this file
This document contains drawings and details for the Pine Grove Exclosure Fence construction project. The drawings show the fence design, including specifications for the fence posts, rails, barbed and barbless wire, expansion joints, angle bracing, and cattle guard details. The project is located in Sublette County, Wyoming and is part of the larger Blue Rim & Pine Grove Fencing solicitation issued by the Bureau of Land Management (BLM) National Office. The solicitation requires the removal of approximately 5.6 miles of existing barbed wire fence and the construction of approximately 4 miles of new steel post and rail fence with barbed and barbless wire. The work includes three separate exclosure fence segments. The drawings provide the technical specifications and construction details necessary to execute this fencing project.
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PINE GROVE
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PINE GROVE EX-CLOSER SECTION 1
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SHEET: OF:
12'-0"
3'- 6" to 4' - 0"
16"
6"
6"
40"
GROUND LINE
GROUND LINE
BARB-LESS WIRE
BARBED WIRE
GROUND LINE
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NOTE:
1) EXPANSION JOINT WILL BE ADDED EVERY 500' OR AS NEEDED.
2) ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED.
3) ALL CONNECTIONS ARE FULL SOLID WELDS UNLESS OTHERWISE
NOTED (IE. EXPANSION JOINT FREE FLOATING SIDE)
4) COPING WILL BE DONE SUCH THAT THE TOP RAIL WILL FIT SNUG TO
ACCOMMODATE PROPER WELDED CONNECTION.
5) COPING WILL BE SUCH THAT THE TOP OF TOP RAIL WILL BE CONSISTENTLY 40"
FROM GROUND WHEN POST IS PLACED AND IS AT PROPER DEPTH AND SECURED
INTO GROUND PROPERLY.
ALL POST WILL
BE SOLID IN THE
GROUND AND PLUMB. 16"
25"
31"
TY
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FOR TOP RAIL TO FIT AND PROPERLY WELDED.
DETAIL B
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ANGLE BRACE DETAIL
3 ea. 60 lb BAGS OF PRE-MIXED CONCRETE
(NAME BRAND OR EQUAL / SIMILAR)
NATIVE SOIL
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SIDE VIEW 1
Ø23
8" (OD)
DRILL STEM PIPE
NOTE:
1) WELD SOLID TO POST AND TOP-RAIL PERPENDICULAR TO FENCE LINE.
2) PLACE ANGLE REINFORCEMENT EVERY 500' ALONG THE LINE, OR AS NEEDED.
3) ALL WELDED CONNECTIONS WILL BE FULL SOLID WELDS UNLESS OTHERWISE NOTED (IE. EXPANSION JOINT FREE FLOATING SIDE)
4) ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED.
REPLACE DISPLACED
NATIVE SOIL
GROUND LINE
3'-6" to 4'-0"
ALL POST WILL
BE SOLID IN THE
GROUND AND PLUMB.
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SCALE 1 / 6
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SHEET: OF:
12.00
NOTE:
1) ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED.
2) ALL CONNECTIONS ARE FULL SOLID WELDS UNLESS OTHERWISE NOTED
(IE. EXPANSION JOINT FREE FLOATING SIDE)
96.00
40.00
EXPANSION JOINTS TO BE ADDED
ON BOTH SIDES OF CORNERS, &
EVERY 500' AT MIN OR AS NEEDED.
FE
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ALL POST WILL
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3-
PO
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Typical 3-POST CORNER DETAIL
3-POST CORNER
(ORTHOGRAPHIC VIEW)
3-POST CORNER
(SIDE VIEW)
9 16
SECTION D-D
D
D
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SHEET: OF:
20.00
.50
2.375 1.995
2.875
2.441
3.50
3.068
SCHD 40 DRILL STEM
2 3
8" (OD)
SCHD 40 DRILL STEM
2 7
8" (OD)
SCHD 40 DRILL STEM
3 1
2" (OD)
EXPANSION JOINT
WELDED END VIEW EXPANSION JOINT
SECTION VIEW
(X
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(X
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10.003.00 (9.50)
NOTE:
1) EXPANSION JOINT WILL CONSIST OF ONE SIDE BEING FULLY WELDED AND ONE SIDE FREE FLOATING AS SEEN ABOVE IN SECTION D-D.
2) ALL CONNECTIONS ARE FULL SOLID WELDS UNLESS OTHERWISE NOTED (IE. EXPANSION JOINT FREE FLOATING SIDE)
3) ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED.
Ø2 3
8" (OD)
DRILL STEM PIPE
(FULL WELD)
Ø2 7
8" (OD)
DRILL STEM PIPE
(FULL WELD)
Ø3 1
2 (OD)
DRILL STEM PIPE
Ø2 3
8" (OD)
DRILL STEM PIPE
(FREE FLOATING)
EX
PA
NS
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JO
IN
10 16
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EX
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SHEET: OF:
2.14
.68
.78
.68
1.00
.222X
.77
.959
.50
1.00
.959
.220
1.696
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.1046
FLAT PATTERN
TOP VIEW
FLAT PATTERN
SIDE VIEW
LAYDOWN CLIP & NAIL
FRONT VIEW
LAY-DOWN CLIP
FRONT VIEW
LAY-DOWN CLIP
SIDE VIEW
LAY-DOWN CLIP
TOP VIEW LAY-DOWN CLIP
ORTHOGRAPHIC
PROJECTION
LAYDOWN CLIP & NAIL
SIDE VIEW
LAYDOWN CLIP & NAIL
ORTHOGRAPHIC
PROJECTION
LAYDOWN CLIP & NAIL
TOP VIEW
FE
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NOTE:
1) ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED.
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SEE NOTE 3
3/16"
ALL
TYP.
RAILS
D
DIM.
3"
3"
1 1/4"-1 1/2"
1"
3"
NOTES:
B
A
1. DESIGN LOADING OF GRID CONFORMS TO AASHTO H-20-44.
2. PROVIDE 4-2"x1/4" TORQUE BARS ON GRIDS WITHOUT CLEANOUT, AS SHOWN, RAILS AS REQUIRED AS SHOWN IN SPECIFICATIONS. SEE DETAIL E.
3. END PLATE FLUSH WITH, AND WELDED TO, RAILS EXCEPT CLEAN-OUT PANEL.
SEE NOTE 2
1'-6" WELDED
3/4"
(CROSS SECTION OF RAIL)
EITHER RAIL CAN BE USED
DETAIL C
3/16"
DETAIL D
3/16"
3/8"
3/16"
3/16"
COLD-FORMED STRUCTURAL
RADIUS AROUND RAIL
ANCHOR CLIP
TO 3 RAILS
STEEL TUBING, ASTM A500,
TYP.
STRINGER
1/2"
HEADER
STRINGERS @ EQUAL SPACES
GRADE B, MIN. TS3"x2"x0.1875"
PLATE
TORQUE BAR
TYP.
3/16"
RAILS
2"
FROM ASTM A242
STEEL PLATE
RA
ILS
EQ
UA
LLY
SP
AC
ED
5" C
LEA
R O
PEN
ING
7-GAUGE MIN. THICKNESS
TORQUE BAR,
SEE NOTE 3
DETAIL E
WITHOUT CLEANOUT
TORQUE BARS
DETAIL E
C
RAIL, COLD-FORMED
FULL LENGTH, SPACED AS SHOWN, & WELDED WITH 3/16" FILLET WELDS TO TOP OF
B
3/16"
PLAN
ANCHOR CLIP
DETAIL F
SECTION Y-Y
ALTERNATE RAIL
STRUCTURAL STRINGER
3/4"
's 2"x2"x1/4"x
A
1/4" HEADER PLATE
Y Y
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SIDE VIEWELEVATION VIEW
CATTLE GUARD WING
FABRICATION DETAIL
RAIL DETAIL
DETAIL A PLAN VIEW
1/4" Header Plate
END ELEVATION SECTION A-A
CATTLE GUARD GRID
WELDING SYMBOL LEGEND
NO SCALE ENTIRE DRAWING
Cattle guard end beam
Angle iron diagonal brace (cut one leg)
1/2"x2" Bolt
3"
6- 1/ 8"
4- 7/ 8"
2"
1"
L 9/16"C Hole
6"
1' 9"
A
A
See Detail A
See Detail B Cattle guard
9/16" Hole for 1/2" bolt
5/16" Plate
4"
2"
1"2"
10"
Bend line Bend line
Bend line e a b c d
2-1/2"
Diagonal brace 2" x 2" x 5/16" angle iron
Horizontal strut 1-3/4" x 1-3/4" x 1/4" angle iron
Length of members before bending and mitering ends d c b a e
6' 7"
2' 9-3/16"
3' 11-9/16"
5' 2"
6' 4-7/16" w/ nut and washer
5"
7' 9/16" Hole O.C. (after bending)
Weld this side 3/16" fillet typ.
Weld this side 3/16" fillet typ.
Intermediate support beams
CL
AA
1/4" Header plate o f h e a d e r p la te s
3"
3/4"3/4"
3"
2"
See Detail A
3/16" Typ.
3/16" Typ.
1/8" 1/4" Header plate
1/4" Header plate
3/16" Typ.
Rails C8 x 13.75 End beam weld to header plate
W8 x 15 Beam, weld to header plate both sides
8"
8' 0" Out to out of header plates
3"
Weld both sides
Weld this side
9/16" Holes for attaching wing plate
Single unit width = 12',14',16' (See Bid Schedule)
1/4"Header
1' 8" O.C. (MAX)
1' 10"1' 10" o u t to o u t
R a ils
O .C
7' 9/16" O.C.
O .C
O .C
END ELEVATION
SECTION A-A
DETAIL B
DETAIL A
ELEVATION VIEW
SIDE VIEW
C A
TT
LE
G U A R D
W
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IL
S
SPECIFICATION NOTES:
1) ALL STEEL COMPONENTS SHALL BE ASTM A 36, UNLESS INDICATED OTHERWISE ON THE DRAWING.
2) DESIGN LOAD OF GRID SHALL CONFORM TO AASHTO HS-20.
3) STEEL CATTLE GUARD GRIDS: STEEL GRIDS SHALL BE ALL-WELDED CONSTRUCTION. WELDS SHALL BE SECURE AND COMPLETE ALONG BOTH EDGES OF CROSS PIECES AND AT JOINTS IN THE FRAME AND CONFORM TO AWS D1.1. WELDING SHALL BE ACCOMPLISHED WITH AWS E 7018 ELECTRODES, EXCEPT FOR COLD-FORMED RAILS.
4) PAINT: STRUCTURAL STEEL SHALL BE CLEANED ACCORDING TO SSPC SP-6. CATTLE GUARD GRIDS AND END WINGS SHALL EACH RECEIVE A PRIME COAT AND FINISH COAT. THE PRIME COAT SHALL BE A LEAD FREE, ZINC-RICH, RUST-INHIBITIVE ALKYD METAL PRIMER. MINIMUM THICKNESS SHALL BE 1-1/2 MILS DRY-FILM THICKNESS. THE FINISH COAT SHALL BE AN OIL ALKYD-ENAMEL, GLOSS PAINT. MINIMUM THICKNESS SHALL BE 3 MILS DRY FILM THICKNESS, APPLIED IN TWO APPLICATIONS.
5) PAINT COLOR SHALL BE FEDERAL SAFETY YELLOW OR MATCH COLOR No. 13655, FED SPECIFICATION TT-C-595. CATTLE GUARD AND WINGS SHALL BE PAINTED AFTER FABRICATION.
6) MANUFACTURER'S LITERATURE: SUBMIT 2 COPIES OF THE MANUFACTURE'S DESCRIPTIVE DATA INCLUDING DESIGN DATA FOR COMMERCIAL CATTLE GUARD GRIDS.
7) CERTIFICATES: SUBMIT 2 COPIES OF WRITTEN CERTIFICATION FROM THE SUPPLIER THAT THE CATTLE GUARDS CONFORM TO THE REQUIREMENTS AS SHOWN ON THE DRAWING AND STATED IN THE SPECIFICATION NOTES INCLUDING THE ABOVE MATERIALS - ALL STEEL COMPONENTS AND PAINT.
A572 Grade Roll-Formed Rail Section
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File details come from the government source that posted it. Updated .