SSchellsRestorationSIGNED.pdf

10 mi

N

FOREST LOCATION MAP

TRAVEL DIRECTIONS: FROM ELY, NV HEAD NORTH ON US-93 FOR 16.1 MILES. TURN RIGHT ONTO DUCK CREEK HIGHWAY

(STATE HWY 486).

SHEET OF

United States Department of Agriculture

Forest Service

SOUTH SCHELLS RESTORATION

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.

TO ACCESS EAST CREEK SITE, TRAVEL EAST APPROX. 3.5 MILES

ON DUCK CREEK HIGHWAY. TURN LEFT ON NORTH CREEK ROAD

(FS 427), THEN TRAVEL 0.5 MILES AND TURN RIGHT ON THE EAST

CREEK ROAD (FS 564). TRAVEL APPROX. 2 MILES EAST TO THE

PROJECT SITE.

TO ACCESS THE TIMBER CREEK SITE, TRAVEL EAST THEN SOUTH

ON DUCK CREEK HIGHWAY FOR APPROX. 8 MILES. TURN LEFT ON

TIMBER CREEK ROAD. TRAVEL UP THE TIMBER CREEK ROAD FOR

2 MILES TO THE PROJECT SITE.

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WHITE PINE COUNTY, NEVADA

INTERMOUNTAIN REGION

HUMBOLDT-TOIYABE NATIONAL FOREST

ELY RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE

PROJECT LOCATION MAP

RECOMMENDED BY:

APPROVED:

JOSE NORIEGA

ELY 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

SOUTH SCHELLS

RESTORATION

HUMBOLDT-TOIYABE

NATIONAL FOREST

ELY DISTRICT

GENERAL NOTES AND

SPECIFICATIONS

4/11/2024

C.CUBIC

C.CUBIC

A.LUSTY

S-1 2 5

GENERAL NOTES

MATERIAL SPECIFICATIONS

CONSTRUCTION SPECIFICATIONS

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AutoCAD SHX Text MEASUREMENT AND PAYMENT - BOTH THE REMOVAL OF ROUGHLY 9.6 MILES OF BURNED AND UNBURNED EXISTING FENCE AND MOBILIZATION BOTH THE REMOVAL OF ROUGHLY 9.6 MILES OF BURNED AND UNBURNED 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.

N

South Schells

Fences

B

39317'

D

10466'

South Schells Fences

A - 9,186' (1.74 mi)

B - 39,317' (7.45 mi)

C - 2,183' (0.41 mi)

D - 10,467' (1.98 mi)

Project Area

C

2183'

A

9186'

McGill

Adverse

McGill Junction

0 0.5 1

Miles

U S

H i g h w a y

U S

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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

SOUTH SCHELLS

RESTORATION

HUMBOLDT-TOIYABE

NATIONAL FOREST

ELY DISTRICT

DETAILS: FENCE LINE

LOCATION

4/11/2024

C.CUBIC

C.CUBIC

A.LUSTY

D-1 3 5

NOTES:

- REMOVE EXISTING FENCE LINE ALONG SHOWN FENCE LINE

- INSTALL WIRE GATES AT ALL ROADS CROSSING FENCELINE

WITHOUT A CATTLE GUARD

* (ESTIMATED 11 TOTAL GATES)

- RUN AND ANCHOR EACH STRETCH OF NEW FENCE LINE TO

THE NEAREST UNBURNED BRACE

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DRAWING SHEET NO.

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United States Department of Agriculture Forest Service

4/2 2/2

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INTERMOUNTAIN REGION

SOUTH SCHELLS

RESTORATION

HUMBOLDT-TOIYABE

NATIONAL FOREST

ELY DISTRICT

DETAILS: FENCE

CONSTRUCTION

4/11/2024

C.CUBIC

C.CUBIC

A.LUSTY

D-2 4 5

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%%USPLICING DETAIL

AutoCAD SHX Text WHEN SPLICING WIRE, FORM A LOOP THEN TIGHTLY WRAP OVER ITSELF SIX OR MORE TIMES WITHIN 10" OF THE SPLICE POINT.

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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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NOTE: DOUBLE LINE BRACE REPEATS DETAIL TO A THIRD POST.

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CONNECT BRACES TO POSTS ON EACH END USING APPROPRIATE FITTINGS AS SHOWN.

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2 3/8" BRACING

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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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%%USAG BRACING

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TIE ON AND HANG MIN 50-LB ROCK

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NO. 9 WIRE ATTACHED WITH THREE TWISTS TO EACH STRAND IN FENCE

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FOR RUNS UNDER 660' - EACH END OF GATE, CORNERS, AND TERMINATIONS

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CONNECT BRACES TO POSTS ON EACH END USING APPROPRIATE FITTINGS AS SHOWN.

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CORNER, END, OR GATE POST (7'-6" MIN. LONG FOR GATE POST)

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RUN

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30° OR LESS

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STANDARD

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STANDARD

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HEAVY

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TYPE REQUIRED

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NONE

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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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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 2/2

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INTERMOUNTAIN REGION

SOUTH SCHELLS

RESTORATION

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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