NPL_Fencing_Detail_Drawing_0001.pdf

Required

WING FENCE

Steel Gate

TYPICAL STEEL POST SECTION

SECTION A-A

Concrete Footing for Corner and Strain Posts.

Start Splice

Complete

Completed

1/2

SPLICING DETAIL

STANDARD 4.27m TYPE 1 GATE

2 Wire Stays Equally Spaced

A A

END POST

Standard End Panel

STANDARD TYPE-2 GATE

GATE SECURING DETAIL

CONCRETE SAG WEIGHT DETAIL

FENCE PROFILE IN ROUGH TERRAIN

X X X X X X

X

X

X

X

X

X

X

X

X

Use At Locations Noted On Plans

Wing Fence

Line Fence

Roadway

WING FENCE DETAIL

Round Barbs, Class 1 Zinc Coated.

Footing

See Section A-A Typical Approved Line Post

Anchor Tolerance On Distance

Between Ground And

Bottom Wire At Any See Section A-A

To Be Placed @ 198 m Max. Intervals. Strand Posts

With Braces Shall Be Installed At All Corners

Fence Intersections. A Third Brace, In Line With

Cross Fence, Required At Intersection.

Footing

Steel

End Section

Detail For Corr.

Metal Culvert

CSPC.

Hinge Down. Weld Pins To Prevent

Wingwall, Concrete Blanket

Or Bridge

Round Off Tops Of

All Footing To Drain

See Detail Below

Set Gate To Be Self Closing

(Use Only When Specified By

Special Note In The Plans)

For Gate Details At Cattle guard

Location See Standard Cattle guard

Drawings.

When Tubular Post Hangers And/Or Latches NOTE:

Are Used, It Shall Be Drilled For A Single

Rotation Of The Hangers And/Or Latches.

Standard End Panel

In Rough Terrain Post Spacing

Shall Be Reduced Where Necessary

To Maintain Required Spacing

Below Bottom Wire Within The

Tolerance Allowed.

Strain Posts Required At

Both Line Fence And Wing Fence Wire

Shall Be Terminated At Angle and

Fastened Securely To These End Posts.

Use Steel Post And Brace With

Corrugated Steel Pipe Culvert.

Use Sag Weights Where

38 mm x 127 mm Doubled And Twisted

3.8 mm (Diam.) Wire Loop Centerd In Block.

Min. Weight Of Concrete

Sag Shall Be 16 kg.

2/0 Machine Chain

(Twist Welded Links)

Steel Tubing. (ASTM A53)

5 mm

5 mm

5 mm

5 mm

(ASTM A467)

L 51 x 51 x 6.4 mm

Steel brace post

762mm

2.44 m

2.13 m (Typ.)

914mm

2.44 m

1.22 m

45°

GATE ITEM X

X

X

X

X

X X

Fencing over Structures (typ.)

X recovery zone

Top View Side View

End View

CL

See section A-A

See section A-A

CONNECTION TO MAJOR STRUCTURES

Post Spacing (4.90 m, 5-Wire) Maximum

(maybe used in lieu of square holes.)

914 mm

457 mm

610 mm 610 mm 457 mm

305 mm

REGION PROJECT NO.RESERVATIONSTATE ROUTE TOTAL SHEETSSHEET

NAVAJOARIZONANAVAJO

Wire Stay, @ C Of Each PanelL

STANDARD WOVEN WIRE PANEL

** Rectangular Mesh

Galv. Stock Fence Diameter = 4 mm

11 ga. Clamps. * Nominal

Ties. 4 Each Post Or

9 ga. Double Wrapped Galv. Wire m

4.88 m Maximum Panel mm x 6.4 mm

Steel L32 mm x 32 mm x 6.4 mm

Steel L64 mm x 64

177 mm

102 mm

152 mm

152 mm

152 mm

152 mm

152 mm

152 mm

152 mm

UNITED STATES

DEPARTMENT OF THE INTERIOR

BUREAU OF INDIAN AFFAIRS

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NTOFTHDATE:

DATE:

REVISED: BY:

DESIGNED BY: NRDOT

10/10/2013

10/10/2013

DRAWN BY: NRDOT

F

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$FILES$

STANDARD FENCING DETAIL

25.4 mm Projection Twisted Ends Down.

191 mm Cube

2 Stays

Typical Corner Angle, Intersection Or Strain Post.

Min. L64 mm x 64 mm x 6.4 mm 1.63 m, 5-Wire

Coated 1.07 m Long Typ.

Std. Twisted Wire Stays

Point Is 102 mm.

L 51 mm x 51 mm x 6.4 mm Brace

Unless Otherwise Specified On Plans

Approved Galvanized Hinges Top

Unauthorized Removal.

4.27m Opening

Approved Latch

Galvanized Self-Closing

Diagonal Guy Fully Galvanized.

Steel L32 mm x 32 mm x 6.4 mm

Sharp Break In Ground Line

Additional Line Posts Required

At Sharp Break In Ground Line

64 mm Inside Diam. Pipe With Cap

Varies 4.88 m (Min.) To 6.10 m (Max.)

Steel L51 mm x 51 mm x 6.4 mm

Bracing

2.44 m

Designated By The COR/COTR.

As Designated By COR/COTR.

As Designated By The COR/COTR.

STANDARD STRAND POST

4.88 m, 5-Wire Strand Panel

X

XX

X

X X X X X

X X X X X

X X X X X

X X X X

X X X X

Eyebolts (Drilled &

WINGWALL

OR

ENDWALL

Fence to Wingwall Connection Type 1

Epoxy Grouted)

Fence to Wingwall Connection Type 2

Epoxy Grouted)

EYE BOLT DETAIL

Galv.

Epoxy Grouted)

Eyebolts (Drilled &

203mm

13mm

BARBED WIRE PANEL

STANDARD 5-STRAND GALVANIZED

INSTALLATION OF FENCING.

610 mm OR GREATER. THIS WORK SHALL BE INCIDENTAL TO THE

VERTICAL CLEARANCE BETWEEN THE BOTTOM WIRE AND NATURAL GROUND IS

12. CONTRACTOR SHALL BE REQUIRED TO INSTALL SAG WEIGHTS WHERE

INSTALLATION OF FENCING AND NO ADDITIONAL PAYMENT SHALL BE MADE.

ANGLE IRON FENCE POST. THIS WORK SHALL BE INCIDENTAL TO THE

GATE CLOSURE STEEL CHAIN SHALL BE WELDED TO THE STEEL PIPE AND

SCHEDULE 40, CONFORMING TO THE REQUIREMENT OF ASTM A 53. THE

INSTALLATION OF FENCING AND NO ADDITIONAL PAYMENT SHALL BE MADE.

10. ALL DRILLING INTO ROCK MATERIAL, ETC. SHALL BE INCIDENTAL TO THE

MADE.

THE INSTALLATION OF FENCING AND NO ADDITIONAL PAYMENT SHALL BE

OF BOTH GROUND AND FENCING LINE. THIS WORK SHALL BE INCIDENTAL TO

SMALL MOUNDS NECESSARY TO PRESENT A SMOOTH UNIFORM APPEARANCE

9. CLEARING AND GRUBBING SHALL INCLUDE SHAPING AND/OR REMOVAL OF

61901-1000.

ADJUSTED LENGTH INSTALLED SHALL BE PAID FOR UNDER BID ITEM

FENCE MAY BE PLACED OVER THE DRAINAGE STRUCTURE. THIS WORK AND

LOCATION, DUE TO NARROW R/W WIDTH OR OTHER CONSTRICTIONS, THE

8. ANY CONFLICT IN PLACEMENT OF THE R/W FENCING AT DRAINAGE PIPE

THESE PLANS, AND/OR AS DIRECTED BY THE COR/COTR.

THAN 1524 mm DIA.), AND CONCRETE BOX STRUCTURES AS SHOWN ON

7. CONNECT ALL R.O.W. FENCING TO CATTLE GUARDS, CULVERTS (GREATER

CLOSER THAN 30 METER OF ANY STRAIN POST ASSEMBLIES.

ASSEMBLIES SHALL NOT BE PERMITTED. NO SPLICES SHALL BE PLACED

6. TWO SPLICES ON THE SAME LINE BETWEEN THE STRAIN POST

61901-1000.

CONCRETE SHALL BE INCLUDED IN THE UNIT BID PRICE FOR BID ITEM

TO SECTION 601 OF THE FP-03. FURNISHING AND PLACEMENT OF

COMPRESSIVE STRENGTH OF 20.7 MPa IN 28 DAYS AND SHALL CONFORM

5. CONCRETE FOR ANCHORS, POST HOLES, ETC. SHALL HAVE A MINIMUM

FASTENERS SHALL BE INCLUDED WITH ITEM 61901-1000.

REQUIREMENTS OF ASTM A 641. FURNISHING AND PLACEMENT OF

STEEL WIRE, CLASS 1 (ZINC COATED), SOFT TEMPER AND MEET THE

WOVEN FABRIC FENCING TO THE STEEL POSTS SHALL BE 3.0 mm DIA.

4. TIE WIRE, WIRE FASTENERS OR WIRE CLIPS FOR FASTENING BARBED AND

THIS WORK SHALL BE CONSIDERED INCIDENTAL TO ITEM 61901-1000.

CONDITIONS SUCH AS ROCK, THEN THE POSTS SHALL BE SET IN CONCRETE.

3. WHEN LINE POST ANCHORS ARE OMITTED, DUE TO CHANGE IN SOIL

DISPLACEMENT WHEN THE POSTS ARE DRIVEN.

RIVETED TO THE SECTION IN SUCH A MANNER AS TO PREVENT

OF ANCHOR PLATES. ANCHOR PLATES SHALL BE CLAMPED, WELDED OR

2. LINE POSTS SHALL HAVE A NOMINAL WEIGHT OF 1.98 kg/m EXCLUSIVE

STEEL CONFORMING WITH THE REQUIREMENT OF ASTM A 702.

BRACES SHALL BE FABRICATED FROM RAIL, BILLET, OR COMMERCIAL GRADE

GALVANIZED IN ACCORDANCE WITH AASHTO M 281-96. METAL POST AND

1. CORNER, GATE, INTERMEDIATE BRACE POSTS AND LINE POSTS SHALL BE

GENERAL NOTES

358 mm

357 mm

203 mm

203 mm

203 mm

0.76 m

51 mm

2.135 m2.135 m

203 mm

2.135 m

203 mm

.1

512 mm

305mm (Typ)

NAVAJO REGIONAL OFFICE * DIVISION OF NATURAL RESOURCES

HRiley06/12/2018 otherwise in the bid documents

Note: "T" POST are to be used unless specified

ASTM A-116-11 CLASS 1 ZINC COATING

12-1/2 Ga TYPE Z G60 (Typ)