J3 - Drawings.pdf
PDF 2 MB Posted
- Attached to
- Blackbird Fence Project Federal contract opportunity
- Solicitation number
- 1240LT24R0051
- Issued by
- Department of Agriculture Forest Service
About this file
This document is a set of technical drawings and specifications for the Blackbird Fence Project, a federal contract opportunity with the Department of Agriculture Forest Service. The key details are:
The project involves removing and replacing approximately 1.42 miles of existing fence along the Blackbird Fence line in the Humboldt-Toiyabe National Forest, Ely District, in Lander County, Nevada. The work includes removing the old fence, clearing vegetation as needed, and installing a new wire fence with steel T-posts, barbed wire, and wire stays per the provided construction specifications. The project is a Total Small Business Set-Aside with an estimated value of less than $50,000. The period of performance is anticipated to commence 30 days after the Notice to Proceed, with the work expected to be completed within 60 days. A site visit is encouraged but not mandatory. Contractor questions are due by 8/30/2024 and the Request for Proposal solicitation closes on 9/11/2024.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| RFP 1240LT24R0051 - Amended Version.pdf | ||
| SF30 1240LT24R0051 P0001.pdf | ||
| RFP 1240LT24R0051.pdf | ||
| J4 - Contractor Experience Questionaire.docx | DOCX document | |
| J1 - FSSS.pdf | ||
| J2 - Wage Determination.pdf | ||
| J5 - Contractor Questions and Answers Template.doc | DOC document |
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Text version
N 5 mi
FOREST LOCATION MAP
TRAVEL DIRECTIONS: FROM AUSTIN, NV HEAD EAST ON US-50 FOR 7.5 MILES. TURN RIGHT ON FOREST SERVICE ROAD 253.
TRAVEL 0.25 MILES TO NORTHERN SECTION OF PROJECT.
SHEET OF
United States Department of Agriculture
Forest Service
BLACKBIRD FENCE
ALL WORK SHALL CONFORM TO FP-14 STANDARD
SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES
ON FEDERAL HIGHWAY PROJECTS, US DEPARTMENT OF
TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION.
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LANDER COUNTY, NEVADA
INTERMOUNTAIN REGION
HUMBOLDT-TOIYABE NATIONAL FOREST
AUSTIN RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE
PROJECT LOCATION MAP
RECOMMENDED BY:
APPROVED:
LANCE BROWN
AUSTIN TONOPAH DISTRICT RANGER
DATE
KEVIN WILMOT, P.E.
FOREST ENGINEER
DATE
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COVERSHEET
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GENERAL NOTES AND SPECIFICATIONS
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DETAILS: FENCE LINE LOCATION
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DETAILS:FENCE CONSTRUCTION
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DETAILS: GATE CONSTRUCTION
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
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INTERMOUNTAIN REGION
BLACKBIRD
FENCE
HUMBOLDT-TOIYABE
NATIONAL FOREST
ELY DISTRICT
GENERAL NOTES AND
SPECIFICATIONS
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GENERAL NOTES
MATERIAL SPECIFICATIONS
CONSTRUCTION SPECIFICATIONS
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AutoCAD SHX Text MEASUREMENT AND PAYMENT - BOTH THE REMOVAL OF ROUGHLY 1.42 MILES OF EXISTING FENCE AND MOBILIZATION WILL BE PAID FOR AS BOTH THE REMOVAL OF ROUGHLY 1.42 MILES OF EXISTING FENCE AND MOBILIZATION WILL BE PAID FOR AS LUMP SUMS. - PAYMENT FOR WIRE FENCE WILL BE MEASURED BY LINEAR MILE BETWEEN CENTERS OF END POSTS, INCLUDING PAYMENT FOR WIRE FENCE WILL BE MEASURED BY LINEAR MILE BETWEEN CENTERS OF END POSTS, INCLUDING THE LENGTH BETWEEN CENTERS OF GATE POSTS, ALONG THE SLOPE OF THE BOTTOM WIRE COMPLETED IN PLACE AND ACCEPTED. MATERIAL REMOVAL - WIRE, T-POSTS, AND OTHER OLD FENCING MATERIAL MUST BE REMOVED FROM THE PROJECT SITE AND HAULED WIRE, T-POSTS, AND OTHER OLD FENCING MATERIAL MUST BE REMOVED FROM THE PROJECT SITE AND HAULED TO AN APPROPRIATE LEGAL DISPOSAL LOCATION OFF OF FS LAND. - CLEARED TREES AND DEBRIS MAY BE SCATTERED AWAY FROM THE FENCELINE ON SITE ONCE ALL WIRE HAS CLEARED TREES AND DEBRIS MAY BE SCATTERED AWAY FROM THE FENCELINE ON SITE ONCE ALL WIRE HAS BEEN REMOVED. - VEGETATION ALONG THE ROUTE OF THE FENCE LINE MAY BE CLEARED ONLY AS NEEDED TO ENSURE THAT THE VEGETATION ALONG THE ROUTE OF THE FENCE LINE MAY BE CLEARED ONLY AS NEEDED TO ENSURE THAT THE FENCE IS STRAIGHT BETWEEN BRACES. - MATERIAL IS TO BE REMOVED AT GROUND LEVEL WITH MINIMUM DISTURBANCE TO SOIL SURFACE TO PROTECT MATERIAL IS TO BE REMOVED AT GROUND LEVEL WITH MINIMUM DISTURBANCE TO SOIL SURFACE TO PROTECT AESTHETICS AND PREVENT EROSION. LINE POSTS - STANDARD T-POSTS SHALL CONFORM TO AASHTO M281, WEIGHING NOT LESS THAN 1.33 POUNDS PER FOOT OF STANDARD T-POSTS SHALL CONFORM TO AASHTO M281, WEIGHING NOT LESS THAN 1.33 POUNDS PER FOOT OF LENGTH EXCLUSIVE OF ANCHOR PLATE. - T-POSTS SHALL BE AT LEAST 6-FOOT IN LENGTH. T-POSTS SHALL BE AT LEAST 6-FOOT IN LENGTH. - STEEL POSTS ARE TO BE STUDDED, EMBOSSED OR PUNCHED FOR THE ATTACHMENT OF WIRE AND HAVE AN STEEL POSTS ARE TO BE STUDDED, EMBOSSED OR PUNCHED FOR THE ATTACHMENT OF WIRE AND HAVE AN ANCHOR PLATE NEAR THE BOTTOM OF THE POST. - T-POSTS SHALL BE FACTORY PAINTED GREEN WITH A GRAY OR LIME GREEN TOP. T-POSTS SHALL BE FACTORY PAINTED GREEN WITH A GRAY OR LIME GREEN TOP. WIRE - BARBED WIRE SHALL BE TWO STRANDS OF NO. 12-GAUGE ZINC-COATED STEEL WIRE WRAPPED AROUND EACH BARBED WIRE SHALL BE TWO STRANDS OF NO. 12-GAUGE ZINC-COATED STEEL WIRE WRAPPED AROUND EACH OTHER WITH 4-POINT, NO. 14-GAUGE W BARBS SPACED NOT MORE THAN FIVE INCHES APART CONFORMING TO AASHTO M280. - SMOOTH WIRE FOR BOTTOM FENCE STRAND SHALL BE TWO STRANDS OF NO. 12-GAUGE ZINC-COATED STEEL SMOOTH WIRE FOR BOTTOM FENCE STRAND SHALL BE TWO STRANDS OF NO. 12-GAUGE ZINC-COATED STEEL TWO STRANDS OF NO. 12-GAUGE ZINC-COATED STEEL WIRE WRAPPED AROUND EACH OTHER STAYS - STAYS ALONG THE FENCE LINE SHALL BE NO. 9 WIRE MANUFACTURED WIRE STAYS STAYS ALONG THE FENCE LINE SHALL BE NO. 9 WIRE MANUFACTURED WIRE STAYS - STAYS ALONG THE GATE SHALL BE EITHER PEELED JUNIPER, CEDAR, OR CYPRESS AND HAVE A 2- TO 3-INCH STAYS ALONG THE GATE SHALL BE EITHER PEELED JUNIPER, CEDAR, OR CYPRESS AND HAVE A 2- TO 3-INCH DIAMETER. - WOODEN STAYS SHOULD BE LONG ENOUGH TO EXTEND AT LEAST 4-INCHES ABOVE THE TOP WIRE STRAND. WOODEN STAYS SHOULD BE LONG ENOUGH TO EXTEND AT LEAST 4-INCHES ABOVE THE TOP WIRE STRAND. CLIPS - FENCE LINE WIRE SHALL BE FASTENED TO T-POSTS USING NO. 12-1/2-GAUGE GALVANIZED STEEL WIRE FENCE LINE WIRE SHALL BE FASTENED TO T-POSTS USING NO. 12-1/2-GAUGE GALVANIZED STEEL WIRE FASTENERS MANUFACTURED FOR THIS PURPOSE. OBJECT MARKERS - SEE GATE DETAIL (D-3) SEE GATE DETAIL (D-3) BRACE POSTS - STEEL - STEEL POSTS AND BRACES SHALL BE GALVANIZED SCHEDULE 40 PIPE. USED DRILL STEM PIPE MEETING STEEL POSTS AND BRACES SHALL BE GALVANIZED SCHEDULE 40 PIPE. USED DRILL STEM PIPE MEETING DIAMETER REQUIREMENTS MAY BE USED IN PLACE OF GALVANIZED STEEL POSTS CONTINGENT UPON FS APPROVAL - ALL METAL CORNER, GATE AND IN-LINE VERTICAL BRACE UNIT POSTS SHALL BE PIPE AT LEAST 7-FEET IN ALL METAL CORNER, GATE AND IN-LINE VERTICAL BRACE UNIT POSTS SHALL BE PIPE AT LEAST 7-FEET IN LENGTH WITH A 2.375-INCH OUTSIDE DIAMETER. - HORIZONTAL OR DIAGONAL CROSS BRACES WILL BE NEW AND SHALL HAVE A MINIMUM 2.375-INCH OUTSIDE HORIZONTAL OR DIAGONAL CROSS BRACES WILL BE NEW AND SHALL HAVE A MINIMUM 2.375-INCH OUTSIDE DIAMETER. - STEEL HORIZONTAL BRACES WILL BE A MINIMUM OF 5-FEET IN LENGTH. STEEL HORIZONTAL BRACES WILL BE A MINIMUM OF 5-FEET IN LENGTH. - STEEL DIAGONAL CROSS BRACES WILL BE A MINIMUM OF 5 -FEET IN LENGTH. STEEL DIAGONAL CROSS BRACES WILL BE A MINIMUM OF 5 -FEET IN LENGTH. 12-FEET IN LENGTH. BRACING WIRE - TENSION WIRES SHALL HAVE A TENSILE STRENGTH NOT LESS THAN 58,000 POUNDS PER SQUARE INCH TENSION WIRES SHALL HAVE A TENSILE STRENGTH NOT LESS THAN 58,000 POUNDS PER SQUARE INCH WIRE SPACING - THE BOTTOM WIRE WILL BE SMOOTH, THE TOP THREE WIRES BARBED, WITH SPACING AS SHOWN IN THE TABLE THE BOTTOM WIRE WILL BE SMOOTH, THE TOP THREE WIRES BARBED, WITH SPACING AS SHOWN IN THE TABLE BELOW:
GENERAL - GRADING ALONG FENCE LINE IS NOT REQUIRED. FENCE SHALL GENERALLY BE ERECTED ON UNDISTURBED, NATURAL GRADING ALONG FENCE LINE IS NOT REQUIRED. FENCE SHALL GENERALLY BE ERECTED ON UNDISTURBED, NATURAL GROUND. - FENCE WIRE SHALL NOT BE ATTACHED TO TREES. FENCE WIRE SHALL NOT BE ATTACHED TO TREES. - WIRE FENCES SHALL BE REASONABLY STRAIGHT AND MAY NOT DEVIATE MORE THAN 12-INCHES FROM A STRAIGHT WIRE FENCES SHALL BE REASONABLY STRAIGHT AND MAY NOT DEVIATE MORE THAN 12-INCHES FROM A STRAIGHT LINE BETWEEN ANY CORNER AND BRACE ASSEMBLIES. - WHEN A FENCE LINE APPROACHES A DITCH, GULLY, OR DEPRESSION THE LAST POST ON LEVEL GROUND SHALL BE WHEN A FENCE LINE APPROACHES A DITCH, GULLY, OR DEPRESSION THE LAST POST ON LEVEL GROUND SHALL BE PLACED CLOSE ENOUGH TO THE EDGE THAT THE WIRE MAY BE STRUNG TO A POST IN THE DEPRESSION WITHOUT TOUCHING THE GROUND. - INSTALL SAG BRACING WHEN THE DEPTH OF A DEPRESSION EXCEEDS THE TOTAL VERTICAL WIRE SPACING OVER A INSTALL SAG BRACING WHEN THE DEPTH OF A DEPRESSION EXCEEDS THE TOTAL VERTICAL WIRE SPACING OVER A MAXIMUM HORIZONTAL RUN OF TWO SPACES. - END BRACES SHALL BE CONSTRUCTED AGAINST ROCKS OR OTHER BARRIERS IN THE FENCE LINE IN SUCH A END BRACES SHALL BE CONSTRUCTED AGAINST ROCKS OR OTHER BARRIERS IN THE FENCE LINE IN SUCH A MANNER THAT A COW CAN NOT PASS THROUGH. - PROPOSED WIRE CRIBS/ ROCK JACKS ARE NEGOTIABLE UPON APPROVAL OF DESIGN BY COR PROPOSED WIRE CRIBS/ ROCK JACKS ARE NEGOTIABLE UPON APPROVAL OF DESIGN BY COR LINE POSTS - T-POST INTERVALS SHALL BE 12-FEET MAXIMUM T-POST INTERVALS SHALL BE 12-FEET MAXIMUM - STAYS SHALL BE PLACED HALFWAY (TYPICALLY 6 FEET) BETWEEN TWO T-POSTS. STAYS SHALL BE PLACED HALFWAY (TYPICALLY 6 FEET) BETWEEN TWO T-POSTS. - ALL POSTS SHALL BE SET SOLIDLY IN SOIL TO DEPTHS SHOWN ON DRAWINGS. THE TOP OF T-POST ANCHOR ALL POSTS SHALL BE SET SOLIDLY IN SOIL TO DEPTHS SHOWN ON DRAWINGS. THE TOP OF T-POST ANCHOR PLATES SHALL BE EMBEDDED 4-INCHES MINIMUM. FENCE HEIGHT - THE MINIMUM HEIGHT (MEASURED FROM THE GROUND AT POST LOCATIONS) TO THE TOP WIRE SHALL NOT BE LESS THE MINIMUM HEIGHT (MEASURED FROM THE GROUND AT POST LOCATIONS) TO THE TOP WIRE SHALL NOT BE LESS THAN 42 INCHES. LINE WIRE - WIRE SHALL NEVER BE KINKED OR NICKED, AND SHALL BE PULLED TIGHT WITH DUE CONSIDERATION FOR WIRE SHALL NEVER BE KINKED OR NICKED, AND SHALL BE PULLED TIGHT WITH DUE CONSIDERATION FOR CONTRACTION AND EXPANSION. - THE FENCING WIRE SHALL BE PLACED ON THE SIDE OF THE POST EXPECTED TO RECEIVE THE GREATEST PRESSURE THE FENCING WIRE SHALL BE PLACED ON THE SIDE OF THE POST EXPECTED TO RECEIVE THE GREATEST PRESSURE - THE FENCING WIRE SHALL BE FASTENED TO STANDARD T-POSTS BY MEANS OF STEEL WIRE CLIPS MANUFACTURED THE FENCING WIRE SHALL BE FASTENED TO STANDARD T-POSTS BY MEANS OF STEEL WIRE CLIPS MANUFACTURED FOR THIS PURPOSE - THE TOP LINE WIRE SHALL BE SET SO THAT FENCE POSTS EXTEND A MINIMUM OF 2-INCHES ABOVE THE WIRE. THE TOP LINE WIRE SHALL BE SET SO THAT FENCE POSTS EXTEND A MINIMUM OF 2-INCHES ABOVE THE WIRE. - ALL LINE WIRES SHALL BE DEAD-ENDED ON THE ANCHOR POST (PULL POST) OF GATE, CORNER, AND IN-LINE ALL LINE WIRES SHALL BE DEAD-ENDED ON THE ANCHOR POST (PULL POST) OF GATE, CORNER, AND IN-LINE BRACE ASSEMBLIES. WIRE ENDS ARE TRIPLE WRAPPED AROUND ANCHOR POSTS (PULL POSTS) AND TWISTED BACK ON THE STRETCHED LINE WIRE WITH AT LEAST SIX TIGHTLY WOUND WRAPS. CORNER, BRACE, AND GATE POSTS - BRACES ARE REQUIRED AT ALL CORNERS, GATES, CHANGES IN ALIGNMENT TO THE LINE FENCE, AND AT ALL BRACES ARE REQUIRED AT ALL CORNERS, GATES, CHANGES IN ALIGNMENT TO THE LINE FENCE, AND AT ALL DEFINITE SLOPE BREAKS. - LINE BRACES SHALL BE LOCATED AT BOTH SIDES OF THE GATE. LINE BRACES SHALL BE LOCATED AT BOTH SIDES OF THE GATE. - BRACING SHALL BE ATTACHED TO POSTS USING CONNECTIONS MANUFACTURED FOR THIS PURPOSE. BRACING SHALL BE ATTACHED TO POSTS USING CONNECTIONS MANUFACTURED FOR THIS PURPOSE. - TENSION WIRES SHALL BE CONNECTED TO EACH POST USING APPROPRIATE FITTINGS TO PREVENT VERTICAL TENSION WIRES SHALL BE CONNECTED TO EACH POST USING APPROPRIATE FITTINGS TO PREVENT VERTICAL MOVEMENT AND WRAPPED ON ITSELF A MINIMUM OF 6 TIMES.. THEY WILL BE TWISTED TIGHT WITH THE TENSIONING STICKS LEFT INSTALLED. - CAP ALL POSTS OR FILL TO THE TOP WITH DIRT OR SAND. CAP ALL POSTS OR FILL TO THE TOP WITH DIRT OR SAND. - IN STRAIGHT SECTIONS ON MODERATE TERRAIN, IN-LINE BRACE UNITS ARE REQUIRED AT INTERVALS NOT TO IN STRAIGHT SECTIONS ON MODERATE TERRAIN, IN-LINE BRACE UNITS ARE REQUIRED AT INTERVALS NOT TO EXCEED 1,320 FEET (110 RODS). - CORNER BRACE ASSEMBLIES SHALL BE INSTALLED AT ALL POINTS WHERE THE FENCE ALIGNMENT CHANGES CORNER BRACE ASSEMBLIES SHALL BE INSTALLED AT ALL POINTS WHERE THE FENCE ALIGNMENT CHANGES 20-DEGREES OR MORE. - BRACE UNITS ARE REQUIRED AT ANY POINT WHERE THE VERTICAL ANGLE DESCRIBED BY TWO ADJACENT REACHES BRACE UNITS ARE REQUIRED AT ANY POINT WHERE THE VERTICAL ANGLE DESCRIBED BY TWO ADJACENT REACHES OF WIRE IS UPWARD AND EXCEEDS 10-DEGREES. - ANCHOR POSTS SHALL BE SET WITH A 1- TO 2-INCH LEAN AWAY FROM THE DIRECTION OF FENCE PULL. ANCHOR POSTS SHALL BE SET WITH A 1- TO 2-INCH LEAN AWAY FROM THE DIRECTION OF FENCE PULL. LINE WIRE TENSION - LINE WIRES SHALL BE STRETCHED TIGHT. FENCE WIRES SHOULD BE TENSIONED WORKING FROM THE TOP WIRE LINE WIRES SHALL BE STRETCHED TIGHT. FENCE WIRES SHOULD BE TENSIONED WORKING FROM THE TOP WIRE DOWN. - TEMPERATURE VARIATIONS MUST BE CONSIDERED WHEN SETTING THE TENSION ON LINE WIRES (WIRE WILL TIGHTEN TEMPERATURE VARIATIONS MUST BE CONSIDERED WHEN SETTING THE TENSION ON LINE WIRES (WIRE WILL TIGHTEN IN COLD WEATHER AND EXPAND IN HOT WEATHER). WIRE SPLICING - WIRE SHALL BE SPLICED BY MEANS OF A WESTERN UNION SPLICE OR BY SUITABLE SPLICE SLEEVES APPLIED WITH WIRE SHALL BE SPLICED BY MEANS OF A WESTERN UNION SPLICE OR BY SUITABLE SPLICE SLEEVES APPLIED WITH A TOOL DESIGNED FOR THAT PURPOSE. THE WESTERN UNION SPLICE SHALL HAVE NO LESS THAT SIX (6) WRAPS OF EACH END ABOUT THE OTHER. ALL WRAPS SHALL BE TIGHTLY WOUND AND CLOSELY SPACED. - SPLICES MADE WITH SPLICE SLEEVES SHALL HAVE A TENSILE STRENGTH NO LESS THAN 80 PERCENT THE SPLICES MADE WITH SPLICE SLEEVES SHALL HAVE A TENSILE STRENGTH NO LESS THAN 80 PERCENT THE STRENGTH OF THE WIRE BEING SPLICED. CROSSING DRAWS OR STREAMS - WHEN CROSSING LANDSCAPE DEPRESSIONS (DRAWS OR SWALES), AND FENCING FOLLOWS THE GROUND SURFACE, WHEN CROSSING LANDSCAPE DEPRESSIONS (DRAWS OR SWALES), AND FENCING FOLLOWS THE GROUND SURFACE, LINE POSTS SUBJECT TO UPWARD PULL SHALL BE ANCHORED. - IF THE FENCE WIRE IS INSTALLED WITH THE TOP WIRE STRAIGHT AND PARALLEL TO THE GROUND SURFACE ON IF THE FENCE WIRE IS INSTALLED WITH THE TOP WIRE STRAIGHT AND PARALLEL TO THE GROUND SURFACE ON EITHER SIDE OF THE DEPRESSION, EXTRA LENGTH POSTS SHALL BE USED TO ALLOW SPECIFIED DEPTH OF POST PLACEMENT. - USE SAG BRACING FOR FENCE WIRE STRANDS LOCATED OVER A DEPRESSION TO MAINTAIN REQUIRED SPACING USE SAG BRACING FOR FENCE WIRE STRANDS LOCATED OVER A DEPRESSION TO MAINTAIN REQUIRED SPACING INTERVAL. - CONSIDER USE OF A SAG BRACE WHEN THE BOTTOM LINE WIRE AT THE LOW SPOT IN CROSSING RISES MORE THAN CONSIDER USE OF A SAG BRACE WHEN THE BOTTOM LINE WIRE AT THE LOW SPOT IN CROSSING RISES MORE THAN 20-INCHES ABOVE THE GROUND.
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REVISION / ISSUE
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United States Department of Agriculture Forest Service
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INTERMOUNTAIN REGION
BLACKBIRD
FENCE
HUMBOLDT-TOIYABE
NATIONAL FOREST
ELY DISTRICT
DETAILS: FENCE LINE
LOCATION
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C.CUBIC
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NOTES:
- REMOVE AND REPLACE EXISTING FENCE LINE ALONG
SHOWN FENCE LINE
- INSTALL WIRE GATES AT ALL ROADS CROSSING FENCELINE
WITHOUT A CATTLE GUARD
* (ESTIMATED 1 TOTAL GATES)
- RUN AND ANCHOR EACH STRETCH OF NEW FENCE LINE TO
THE NEAREST UNBURNED BRACE
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PROJECT NAME
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DRAWING SHEET NO.
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United States Department of Agriculture Forest Service
4/2 9/2
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DETAILS: FENCE
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%%USPLICING DETAIL
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%%UTYPICAL FENCE DETAIL
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WIRE SHALL BE STRUNG ON THE UPHILL SIDE OF POSTS
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STEEL T-POST
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NO.9 TWISTED WIRE STAY
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WIRE CLIP
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%%ULINE BRACE
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CONNECT BRACES TO POSTS ON BOTH ENDS USING APPROPRIATE FITTINGS AS SHOWN.
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2 3/8" BRACE
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NOTE: DOUBLE LINE BRACE REPEATS DETAIL TO A THIRD POST.
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CORNER, END, OR GATE POST (7'-6" MIN. LONG FOR GATE POST)
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2 3/8" POST
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LINE BRACE (DOUBLE SHOWN)
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%%UBRACING PANEL USE DETAIL
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RUN
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TYPE REQUIRED
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STANDARD
AutoCAD SHX Text 660'-990'
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HEAVY
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RUN
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EXTERIOR ANGLE
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TYPE REQUIRED
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30° OR LESS
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SINGLE
AutoCAD SHX Text 660'-990'
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30° OR LESS
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STANDARD
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SINGLE
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STANDARD
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DOUBLE
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NO SCALE
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NO.9 TWISTED WIRE STAY
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%%UBRACE CONNECTION DETAILS
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CAP ALL METAL POSTS (OR ADD FILL TO RIM)
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FASTEN WIRE TO PREVENT VERTICAL MOVEMENT
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3 WRAPS
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6 WRAPS
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BRACE POST
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FOR RUNS UNDER 660' - EACH END OF GATE, CORNERS, AND TERMINATIONS
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E
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/2 9/2
4 1 3:
C
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UB
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UB
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\B
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VE
P
RO
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BL
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KB
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R4
INTERMOUNTAIN REGION
BLACKBIRD
FENCE
HUMBOLDT-TOIYABE
NATIONAL FOREST
ELY DISTRICT
DETAILS: GATE
CONSTRUCTION
4/11/2024
C.CUBIC
C.CUBIC
A.LUSTY
D-3 5 5
NOTES:
- MATCH WIRE TYPE AND SPACING OF FENCE LINE.
- MATERIALS USED IN CONSTRUCTION OF WIRE GATES SHALL CONFORM TO THE KINDS, GRADES, AND SIZES SPECIFIED FOR A NEW
FENCE, AND SHALL INCLUDE NECESSARY FITTINGS AND STAYS.
- WIRE GATE WILL BE MINIMUM 12-FEET WIDE AND CONSTRUCTED USING WOODEN POSTS WITH A WIRE LOOP GATE LATCH. WOOD IS
NOT AVAILABLE ON SITE AND WILL NEED TO BE PROVIDED.
- BARBED WIRE SHALL HAVE ONE STAPLE PER WIRE PER POST. STAPLES SHALL BE DRIVEN INTO WOODEN POSTS AS SHOWN ON
DRAWINGS AND ANGLED SOMEWHAT TO CROSS THE GRAIN.
- STAPLES SHALL BE NO. 9-GAUGE OR HEAVIER GALVANIZED WIRE WITH A MINIMUM 1 1/2" LENGTH.
- STAPLES SHALL BE DRIVEN INTO POSTS SO THAT THE WIRE WILL NOT MOVE
- WIRE SHALL BE STAPLED AND WIRE TO WOOD STAYS. STAPLES SHALL BE DRIVEN INTO STAYS SO THAT THE WIRE WILL NOT MOVE.
- SMOOTH WIRE SHALL BE USED FOR LOOPS
- TYPE 2 OBJECT MARKERS (6" X 12") SHALL BE INSTALLED ON A GALVANIZED STEEL PLATE.
- TYPE 3 OBJECT MARKERS SHALL BE CONSTRUCTED ON A FIBERGLASS SUBSTRATE AND SHALL BE BLACK AND YELLOW, DOUBLE-SIDED, AND REFLECTORIZED. A "FLEX LITE" FLEXIBLE MARKER MAY BE SUBSTITUTED.
- OBJECT MARKERS SHALL MEET THE REQUIREMENTS OF THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
AND ARE INCIDENTAL TO GATE CONSTRUCTION.
- OBJECT MARKERS SHALL BE INSTALLED ON FRONT AND BACK SIDES OF POSTS AND GATE TO BE VISIBLE FROM BOTH DIRECTIONS
OF APPROACH.
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2" DIA. MIN. X 4' STAY(S), REQ'D EVERY 4' MAX, EVENLY SPACED
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4" END STAY
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%%UWIRE GATE DETAIL
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STANDARD BRACE PANEL, TYPICAL BOTH SIDES
AutoCAD SHX Text TYPE 2 OBJECT MARKER (SOLID YELLOW, 6"X12"), 4 REQUIRED. MOUNT ON TOP OF BARBED WIRE.
AutoCAD SHX Text TYPE 3 OBJECT MARKER (BLACK AND YELLOW, 12"X36"), REQUIRED WHERE GAP IS OVER 6', CENTER AND PINCH BARBED WIRE BETWEEN SIGNS WITH FOUR 1/4" GALV. BOLTS, LOCK NUTS AND WASHERS.
AutoCAD SHX Text DOUBLE STRANDS OF SMOOTH NO.9 WIRE TWISTED TOGETHER FORMING A LOOP, WRAPPED AND STAPLED TO BOTH SIDES OF POST.
AutoCAD SHX Text 2" DIA. X 2' CHEATER, ATTACH WITH DOUBLE NO. 9 WIRE (SMOOTH, TWISTED, 3/4 WRAP OF POST, 3 STAPLE MIN.) AND SHORT CHAIN OR TOOGLE JOINT TO PREVENT BREAKING
AutoCAD SHX Text GATE END STAYS/POSTS SHALL BE 4" DIA. MIN. X 4' WITH WIRE WRAPPING POST TWICE MIN. AND STAPLED TO BOTH SIDES OF POST.
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%%UCONSTRUCTION DETAILS
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DO NOT CRIMP WIRE WITH STAPLE, DRIVE STAPLE STRAIGHT IN ON SLANT.
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| Sheets and Views |
| BlackbirdFencing-Cover |
| BlackbirdFencing-S1 |
| BlackbirdFencing-D1 |
| BlackbirdFencing-D2 |
| BlackbirdFencing-D3 |
| 2024-04-29T14:17:25-0700 | |
| LANCE BROWN |
| 2024-04-29T14:26:27-0700 | |
| KEVIN WILMOT |
File details come from the government source that posted it. Updated .