1240LU24Q0002 Attachment 3 Plans and Maps FR1201 Recondition DPG.pdf

SHEYENNE RANGER DISTRICT

GAOA Forest Roads 1201 Reconditioning and Resurfacing 1BL & 47 Roads 1AE

USDA FOREST SERVICE REGION ONE

SHEYENNE RANGER DISTRICT

DAKOTA PRAIRIE GRASSLANDS

RANSOM & RICHLAND COUNTIES

NORTH DAKOTA

PREPARED BY: ENGINEERING DATE

APPROVED BY: GRASSLAND ENGINEER DATE

APPROVED BY: DISTRICT RANGER DATE

PROJECT

LOCATION

(FD

R)

RICHLAND CO. #10

(FD

R)

(FD

R)

NF

SR

A

NFSR 1201F

(FDR) 1201-C

(C) 1203

(FDR) 1201-D

(FD

R) 12

04- B

(FDR) 12051

(FD

R)

-A

4 3

16 15 14

33 34

2728 26

29 25

T1

N

R52W

R52W T1

N

T1

N

T1

N

SCHEDULE B1 - GAOA ND Dakota Prairie Grassland Road #1201 Reconditioning and Resurfacing #* Clean Cattleguard (3)

Spot Surfacing

4" Surfacing National Grassland Non Federal

Roads - HIGH CLEARANCE VEHICLES Roads - SUITABLE FOR PASSENGER CARS Roads - MODERATE DEGREE OF USER COMFORT

¬«18

¬«27

0 1 20.5 MilesDate: 6/3/2021

Drawn By: NRZ

Section A

Section B

Section C

Cayuga

Milnor Barney

Colfax

Walcott

Wyndmere

Mantador

HankinsonLidgerwood

¬«18

¬«27

¬«11

¬«13

¬«18

R 50W

R 51W

R 51W

R 52WR 53WR 54W

T1

N T1

N

T1

N T1

N

T1

N T1

N

Project Location Road Number

A NSFR 1212

B NSFR 1250

C Jorgens Hollow CG & TH

Item Locations

RailRoad

TrailRoutes

Roads to be Maintained

SurfaceOwnership

National Grassland (19)

Non Federal (42)

State (5)

Nature Conservancy (14)

!A

!A

!B

!C Jorgens Hollow Campground

C

0 105 Miles

MAPS & DRAWINGS

SCHEDULE B2 - 2023 DEFERRED MAINTENANCE

XWXY

T135N.R53W T135N.R52W

T134N.R53W T134N.R52W

1000S27

1211B

C4

C5 3N

1212J

12123

12171

A1

E

1212B121

C

1212E

1211E

C5

3S

1212K

B1

12154

53 1 42 6

8 97

20 21

1110 12

4 3

28 27

O 1:40,000

S h e y e n n e R a n g e r D i s t r i c tS h e y e n n e R a n g e r D i s t r i c t Start of Project Location Road Reconditioning 6.41 miles Cattle Guard Removal Cattle Guard Install Forest Roads

Sections (40) AGENCY SurfaceOwnership

National Grassland (4) Non Federal (4)

ITEM A

NFSR 1212 =

4,000 0 4,0002,000 Feet

XW

XY

End R&R

MP7.41

Start R&R

MP 1.00

Install New 16' Cattle Guard

MP 7.19

Remove Existing 14' Cattle Guard

!A

!A

MAPS & DRAWINGS

T130N.R50W

T131N.R50W

B

1251B

1250E

AV

E1

SE

1250F

4 3

O 1:18,000

S h e y e n n e R a n g e r D i s t r i c tS h e y e n n e R a n g e r D i s t r i c t Start of Project Location Road Reconditioning 3.11 miles Forest Roads

Sections (11) AGENCY SurfaceOwnership

National Grassland (2) Non Federal (2)

ITEM B

NFSR 1250 =

Start R&R

MP0.00

1,800 0 1,800900 Feet

End R&R

MP 3.11

!B

!B

Jorgens Hollow Campground

North Country East Trailhead

T135N.R52W 1263

1263B

12483

10 11

15 14

O 1:8,000

S h e y e n n e R a n g e r D i s t r i c tS h e y e n n e R a n g e r D i s t r i c t Project Location C Jorgens Hollow C.G.

North Country East T.H.

R&R, Jorgons Hollow CG 0.5 miles R&R, North Counrty East TH 150'x230' Spot Surfacing 40 CY Forest Roads

Sections (4) AGENCY SurfaceOwnership

National Grassland (2) Non Federal (2)

ITEM C

Jorgens Hollow C.G. & T.H. =

R&R, Campground Loop

800 0 800400 Feet

R&R Trail Head t

!C

!C

C t

C

Spot Sufacing

40 CY

VARIES

1 1/2" TO 2"

DESIGN REQUIREMENTS HS20-44

Maximum Rail Spacing 7 1/2" c-c

Fonmed I A36 20" Maximum Spacing of Rail

I A572, Grade 50 24" Understructure Members

VARIES

2 3/4" TO 3"

3° X 2" X 3/16" Tube 20"

Minimum Section Modulus 6.24 in. 3 per ft. spacing of 10.40 in,} for 20" spacing j LVARIES channel or WF beams for understructure members. 12.48 in,} for 24" spacing 3/4" TO 7/8"

OBJECT MARKER

l'r'PE 2 ' OR 2A

I

� f'

I

I

II '

PLAN VIEW

ANGLE OR STEEL TUBING- MIN ANGLE SIZE

1 Ji" x 1 )!," X )/,", MIN TUBING SIZE 1 )!, ".

3/8" X 3" PLATE REQUIRED

FOR TUBE RAILS ONLY,

WELD TO TUBES WITH A

1/4" FILLET WELD.

BULKHEAD REQUIRED, BUT NOT SHOW

I

I

FORMED RAIL SECTION

ANGLE WINGS SHALL BE ATTACHED

TO TH E GUARD SUCH THAT THEY CAN

EADILY REMOVED AND RE-INSTALLED BE R

if WINGS TO BE SIZED TO FIT ON GUARD

L

WHEN SET ON BASE.

OBJECT MARKER l'r'PE 2 , OR 2A r~

OBJECT MARKER TYPE 2 OR

l'r'PE 2A, BOTH SIDES

6x6 TREATED POST -LENGTlH AS NEEDED.

ATTACH WINGS USING

BOLTS, WASHERS AND

NUTS. LAG BOLTS SHALL

NOT BE ALLOWED

FENCE CALLED FOR ON

OTHER DRAWINGS

_ ����L�,,.-� "'_• __ ·_· +--�-·..,�.,,.:-�l-������1;i1 . . ��� _.,.._:.,._..:..f-><--t---1-'..,_-"'---

'-----AGGREGATE LEVELLING

COURSE, 3" MIN. DEPTH

ELEVATION VIEW

NQT[S: SPECIFICATIONS: Materials and construction shall be in accordance withe the STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14), or as otherwise specified.

DESIGN: The cattleguard is designed for MSHTO HS20-44 loading, other designs are available through the Regional Bridge Section.

STRUCTURAL STEEL, structural tube rails shall confonm to ASTM A501 or ASTM A500, Grade B. Fonmed roil shall be either ASTM A36 or ASTM A572, Grode 50 as per drawing requirements. All other steel shall conform to ASTM A36.

CONCRETE: The concrete foundation (base) is designed as a precast foundation. The Contractor is required to provide a 3 inch minimum depth aggregate leveling course upon which the precast units are set.

REINFORCING STEEL: Reinforcing steel shall be MSHTO M31 Grade 40 or 60 and shall have a minimum cover not less than 2 inches. Cutting and bending shall confonm to ACI 315.

POSTS : Posts shall be rough sawn conforming to WWPA Grading Rules for Western Woods for West Coast Lumber for Posts and Tlmbers, No. 1 or No. 2 Grade.

TREATMENT: All posts and timbers shall be incised and shall be pressuer treated in accordance with AWPA C-2 for soil contact.

HARDWARE: Bolts shall be ASTM A307.

WELDING: All welding shall confrom to AWS Specifications. Rails shall be welded to the understructure members the full width of the top member on both sides of the roils.

PAINTING: All steel shall have one shop coat of approved primer and one shop coat of carlsbad canyon.

CONSTIRUCTION: Guards 16 feet or less in width shall be comprised of a single grid section for the full width. 24 foot width guards shall be comprised of 2-12' grids. For guards that require more than one section, the guard shall provide a positive means of holding sections together, a minimum of 2- ½", bolts.

Guards 16 feet or less in width shall be set on concrete foundations fonmed of single sections. 24 foot width guards may set on foundations formed with 2-12• sections. For foundations that require more than one oection, the sections shall be opliced as per detalls shown, or as otherwise approved.

A bulkhead shall be provided along both sides of the guard.

Wings shall be constructed to fit inside the width of the foundations.

ALTERNATIVE DESIGNS: Alternative design concepts shall be considered, subject to approval of the Contracting Officer. At a minimum, the proposed alternate design shall meet the following criteria:

1) Rail spacing shall not exceed 7 1/2 inches center to center and the opening between rails shall be similar to those shown on the drawing.

2) Roadway width and cattleguard width shall meet the requested dimensions.

3) Design calculations showing the proposol meets the applicable AASHTO specifications and shall be submitted by a Registered Professional Engineer experienced in cattleguard designs.

4) All materials shall be new and shall have a material certification from a recognized national organization when completed cattleguard is delivered.

5) Shop drawing• ahall be approved by the Contracting Officer before any fabrication ia begun.

Designs, no STANDARD DOT DESIGNS: Montana and Idaho Department of Transportation (DOT) cattleguards are preapproved as standard Alternate shop drawings or calculations are required for submittal or approval. JIN �

7"-11' TO 8'-4'

NOTE: OBJECT

MARKERS

NOT SHOWN

l'r'PE 2 .rte.E....2A

TlHE CATTLEGUARD SHALL BE

PLACED 1" HIGHER THAN

RNISHED ROAD SURFACE

l'r'PE 2 - GALVANIZED STEEL U-POST, INSTALL PANEL W/ (2) �•- MACHINE

SCREWS W/ WASHERS

FINISHED ROAD SURFACE

PRECAST CONCRETE BASE

AGGREGATE LEVELING

COURSE, 3" MIN. DEPTH ----•

LOWER END OF WING TO FIT INSIDE OF

CONCRETE FOUNDATION, NOT THE FULL

WIDTH OF GRID.

BULKHEAD, EACH SIDE

beneath cattleguard

UNDERSTRUCTURE MEMBERS

CHANNEL OR "I" BEAMS

SECTION EB VIEW

REV'D.

TYPE 2A - FLEXIBLE FIBERGLASS POST,

DOUBLE SIDED, WHITE ("CARSONITEj

OBJECT MARKER DETAIL

U.S.D.A. - Forest Service Dakota Prairie Grasslands

N.F.S.R. #----

DRAWN BY

Jf.lK

Cattle Guard

Sheet

CHK'D BY

CWG

COMP. NO. DATE

03/23/11

SHEET No. 11 of 12

AutoCAD SHX Text

FRONT AND BACK

AutoCAD SHX Text

OM-2-B TYPE 2

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text

CONSTRUCT

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STANDARD

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BRACING FOR

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text

SECURE WITH 2

AutoCAD SHX Text

COMPLETE WRAPS

AutoCAD SHX Text

2" DIAMETER NATIVE MATERIAL

AutoCAD SHX Text

EQUAL SPACES

AutoCAD SHX Text

CORNERS &

AutoCAD SHX Text

GATES

AutoCAD SHX Text

POST AND STAPLE

AutoCAD SHX Text

MORTISE WIRES INTO

AutoCAD SHX Text

6" POST

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text

DAP 4" BRACE INTO

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POST AND SPIKE

AutoCAD SHX Text

DAP & SPIKE

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6" POST

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4" BRACING

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CORNER OR

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GATE POST

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AS SPECIFIED

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6" POST

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6" TOP MIN.

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OM-2-B TYPE 2

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FRONT AND BACK

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%%UWIRE GATE

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%%USTANDARD BRACING FOR CORNERS & GATES

AutoCAD SHX Text 2" x 2" WOOD OR TWISTED

AutoCAD SHX Text

WIRE STAYS. WIRE AS WELL

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AS STAPLE.

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WIRE FOR GATE SHALL BE STAPLED AND WIRED TO STAYS. WIRE ENDS AT GATE

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POSTS SHALL BE STAPLED TO POST AND SHALL WRAP AROUND ITSELF A MINIMUM

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OF 2 TIMES.

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GATE LOOPS SHALL BE 2 STRANDS OF NO.9 SMOOTH WIRE TWISTED TOGETHER TO

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MAKE A LOOP AND STAPLED TO BOTH SIDES OF POST.

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BRACING SHALL BE DAPPED 1" INTO POSTS. SPIKES SHALL BE 40D.

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STANDARD BRACES INSTALLED AT GATE OPENINGS HAVE ONLY ONE DIAGONAL

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TENSIONER. IT IS ATTACHED LOW NEAR THE OPENING AND RISING AS IT DEPARTS.

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INSTALL GATE WITH BRACES ON EACH SIDE OF EXISTING FENCE AT LOCATIONS

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SHOWN ON CONSTRUCTION PLANS.

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GATE SHALL HAVE TWO END STAYS AND THREE EVENLY SPACED IN SPAN. THE STAYS

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SHALL HAVE THE WIRE STAPLED AS WELL AS WIRED.

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WOOD POSTS SHALL BE TREATED IN CONFORMANCE WITH AASHTO M 133, CCA-TYPE C.

AutoCAD SHX Text 1.

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%%UNOTES:

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%%UCONSTRUCTION DETAILS

AutoCAD SHX Text

DRIVE STAPLE

AutoCAD SHX Text

ON SLANT

DO NOT CRIMP WIRE WITH STAPLE

Cayuga

Milnor Barney

Colfax

Sheldon

Walcott

Wyndmere

Mantador

HankinsonLidgerwood

¬«18

¬«27

¬«11

¬«13

¬«18

R 50W

R 51W

R 51W

R 52WR 53WR 54W

T1

N

T1

N T1

N

T1

N T1

N

Project Location Road Number

A NSFR 1262

B NSFR 1233

C NSFR 1211

D NSFR 1229

E NSFR 1204B

F NSFR 1251B

Item Locations

RailRoad

TrailRoutes

Roads to be Maintained

SurfaceOwnership

National Grassland (19)

Non Federal (42)

State (5)

Nature Conservancy (14)

!A

0 5 102.5 Miles

!A

!D !C

!B

!E

!F

MAPS & DRAWINGS

SCHEDULE B3 - GAOA Recondition, Spot Surface, and Drainage Repairs on 47 Roads

1AE

T135N.R52W

12484

12482

1263B

12483

10 11

3 2

15 14

O S h e y e n n e R a n g e r D i s t r i c tS h e y e n n e R a n g e r D i s t r i c t

Project Location Sections (6) AGENCY SurfaceOwnership

National Grassland (2) Non Federal (3)

ITEM A

NFSR 1262

1:10,000

Clean Cattleguard

1,000 0 1,000500 Feet

!A

!A

T135N.R53WT135N.R54W

AV

E1

SE

19 20

O 1:15,000

S h e y e n n e R a n g e r D i s t r i c tS h e y e n n e R a n g e r D i s t r i c t Project Location Sections (9) AGENCY

SurfaceOwnership National Grassland (1) Non Federal (3) Nature Conservancy (1)

ITEM B

NFSR 1233 =

Install New 16' Cattleguard

1,500 0 1,500750 Feet

!B

!B

T135N.R52W

T134N.R52W

T135N.R53W

T134N.R53W

1211B

1000S27

A1

1212J

E

1212B

1211A

C

1211E

B1

56 4

O 1:24,000

S h e y e n n e R a n g e r D i s t r i c tS h e y e n n e R a n g e r D i s t r i c t Project Location Sections (16) AGENCY

SurfaceOwnership National Grassland (2) Non Federal (3)

ITEM C

NFSR 1211 =

Install New 16' Cattleguard

2,400 0 2,4001,200 Feet

!C

!C

T134N.R53W

1000S27

8 9

5 4

17 16

O

S h e y e n n e R a n g e r D i s t r i c tS h e y e n n e R a n g e r D i s t r i c t Start of Project Location

!< Spot Surfacing Roads to be Maintained Forest Roads

Sections (6) AGENCY SurfaceOwnership

National Grassland (1) Non Federal (1)

ITEM D

NFSR 1229

1:10,000

MP 0.00

1,000 0 1,000500 Feet

MP 1.00

MP ACTIVITY SURFACING

YD3

0.01 Spot Surfacing 20

0.10 Spot Surfacing 20

0.56 Spot Surfacing 20

1.00 Spot Surfacing 20

ROAD LOG

!D

!D

T134N.R52W

T133N.R52W

4B

34 36

3 1

27 25

O

S h e y e n n e R a n g e r D i s t r i c tS h e y e n n e R a n g e r D i s t r i c t Start of Project Location

!< Spot Surfacing Roads to be Maintained Forest Roads

Sections (9) AGENCY SurfaceOwnership

National Grassland (1) Non Federal (1)

ITEM E

NFSR 1204B

1:10,000

MP 0.00

1,000 0 1,000500 Feet

MP 0.53

MP ACTIVITY SURFACING

YD3

0.06 Spot surfacing 20

0.09 Spot surfacing 20

0.11 Spot surfacing 20

0.16 Spot surfacing 20

0.22 Spot surfacing 40

0.27 Spot surfacing 20

0.34 Spot surfacing 20

0.45 Spot surfacing 20

0.47 Spot surfacing 20

0.5 Spot surfacing 20

0.53 Spot surfacing 20

ROAD LOG

!E

!E

T130N.R50W

T131N.R50W

1251B

12535

O

S h e y e n n e R a n g e r D i s t r a i c tS h e y e n n e R a n g e r D i s t r a i c t Start of Project Location Roads to be Maintained Forest Roads

Sections (4) AGENCY SurfaceOwnership

National Grassland (1) Non Federal (1)

ITEM F

NFSR 1251B

1:10,000

Start R&R and 4" Surfacing

MP 0.00

1,000 0 1,000500 Feet

End R&R and 4" Surfacing

MP 1.00

!F

!F

VARIES

1 1/2" TO 2"

DESIGN REQUIREMENTS HS20-44

Maximum Rail Spacing 7 1/2" c-c

Fonmed I A36 20" Maximum Spacing of Rail

I A572, Grade 50 24" Understructure Members

VARIES

2 3/4" TO 3"

3° X 2" X 3/16" Tube 20"

Minimum Section Modulus 6.24 in. 3 per ft. spacing of 10.40 in,} for 20" spacing j LVARIES channel or WF beams for understructure members. 12.48 in,} for 24" spacing 3/4" TO 7/8"

OBJECT MARKER

l'r'PE 2 ' OR 2A

I

� f'

I

I

II '

PLAN VIEW

ANGLE OR STEEL TUBING- MIN ANGLE SIZE

1 Ji" x 1 )!," X )/,", MIN TUBING SIZE 1 )!, ".

3/8" X 3" PLATE REQUIRED

FOR TUBE RAILS ONLY,

WELD TO TUBES WITH A

1/4" FILLET WELD.

BULKHEAD REQUIRED, BUT NOT SHOW

I

I

FORMED RAIL SECTION

ANGLE WINGS SHALL BE ATTACHED

TO TH E GUARD SUCH THAT THEY CAN

EADILY REMOVED AND RE-INSTALLED BE R

if WINGS TO BE SIZED TO FIT ON GUARD

L

WHEN SET ON BASE.

OBJECT MARKER l'r'PE 2 , OR 2A r~

OBJECT MARKER TYPE 2 OR

l'r'PE 2A, BOTH SIDES

6x6 TREATED POST -LENGTlH AS NEEDED.

ATTACH WINGS USING

BOLTS, WASHERS AND

NUTS. LAG BOLTS SHALL

NOT BE ALLOWED

FENCE CALLED FOR ON

OTHER DRAWINGS

_ ����L�,,.-� "'_• __ ·_· +--�-·..,�.,,.:-�l-������1;i1 . . ��� _.,.._:.,._..:..f-><--t---1-'..,_-"'---

'-----AGGREGATE LEVELLING

COURSE, 3" MIN. DEPTH

ELEVATION VIEW

NQT[S: SPECIFICATIONS: Materials and construction shall be in accordance withe the STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14), or as otherwise specified.

DESIGN: The cattleguard is designed for MSHTO HS20-44 loading, other designs are available through the Regional Bridge Section.

STRUCTURAL STEEL, structural tube rails shall confonm to ASTM A501 or ASTM A500, Grade B. Fonmed roil shall be either ASTM A36 or ASTM A572, Grode 50 as per drawing requirements. All other steel shall conform to ASTM A36.

CONCRETE: The concrete foundation (base) is designed as a precast foundation. The Contractor is required to provide a 3 inch minimum depth aggregate leveling course upon which the precast units are set.

REINFORCING STEEL: Reinforcing steel shall be MSHTO M31 Grade 40 or 60 and shall have a minimum cover not less than 2 inches. Cutting and bending shall confonm to ACI 315.

POSTS : Posts shall be rough sawn conforming to WWPA Grading Rules for Western Woods for West Coast Lumber for Posts and Tlmbers, No. 1 or No. 2 Grade.

TREATMENT: All posts and timbers shall be incised and shall be pressuer treated in accordance with AWPA C-2 for soil contact.

HARDWARE: Bolts shall be ASTM A307.

WELDING: All welding shall confrom to AWS Specifications. Rails shall be welded to the understructure members the full width of the top member on both sides of the roils.

PAINTING: All steel shall have one shop coat of approved primer and one shop coat of carlsbad canyon.

CONSTIRUCTION: Guards 16 feet or less in width shall be comprised of a single grid section for the full width. 24 foot width guards shall be comprised of 2-12' grids. For guards that require more than one section, the guard shall provide a positive means of holding sections together, a minimum of 2- ½", bolts.

Guards 16 feet or less in width shall be set on concrete foundations fonmed of single sections. 24 foot width guards may set on foundations formed with 2-12• sections. For foundations that require more than one oection, the sections shall be opliced as per detalls shown, or as otherwise approved.

A bulkhead shall be provided along both sides of the guard.

Wings shall be constructed to fit inside the width of the foundations.

ALTERNATIVE DESIGNS: Alternative design concepts shall be considered, subject to approval of the Contracting Officer. At a minimum, the proposed alternate design shall meet the following criteria:

1) Rail spacing shall not exceed 7 1/2 inches center to center and the opening between rails shall be similar to those shown on the drawing.

2) Roadway width and cattleguard width shall meet the requested dimensions.

3) Design calculations showing the proposol meets the applicable AASHTO specifications and shall be submitted by a Registered Professional Engineer experienced in cattleguard designs.

4) All materials shall be new and shall have a material certification from a recognized national organization when completed cattleguard is delivered.

5) Shop drawing• ahall be approved by the Contracting Officer before any fabrication ia begun.

Designs, no STANDARD DOT DESIGNS: Montana and Idaho Department of Transportation (DOT) cattleguards are preapproved as standard Alternate shop drawings or calculations are required for submittal or approval. JIN �

7"-11' TO 8'-4'

NOTE: OBJECT

MARKERS

NOT SHOWN

l'r'PE 2 .rte.E....2A

TlHE CATTLEGUARD SHALL BE

PLACED 1" HIGHER THAN

RNISHED ROAD SURFACE

l'r'PE 2 - GALVANIZED STEEL U-POST, INSTALL PANEL W/ (2) �•- MACHINE

SCREWS W/ WASHERS

FINISHED ROAD SURFACE

PRECAST CONCRETE BASE

AGGREGATE LEVELING

COURSE, 3" MIN. DEPTH ----•

LOWER END OF WING TO FIT INSIDE OF

CONCRETE FOUNDATION, NOT THE FULL

WIDTH OF GRID.

BULKHEAD, EACH SIDE

beneath cattleguard

UNDERSTRUCTURE MEMBERS

CHANNEL OR "I" BEAMS

SECTION EB VIEW

REV'D.

TYPE 2A - FLEXIBLE FIBERGLASS POST,

DOUBLE SIDED, WHITE ("CARSONITEj

OBJECT MARKER DETAIL

U.S.D.A. - Forest Service Dakota Prairie Grasslands

N.F.S.R. #----

DRAWN BY

Jf.lK

Cattle Guard

Sheet

CHK'D BY

CWG

COMP. NO. DATE

03/23/11

SHEET No. 11 of 12

FRONT AND BACK

AutoCAD SHX Text

OM-2-B TYPE 2

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text

CONSTRUCT

AutoCAD SHX Text

STANDARD

AutoCAD SHX Text

BRACING FOR

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text

SECURE WITH 2

AutoCAD SHX Text

COMPLETE WRAPS

AutoCAD SHX Text

2" DIAMETER NATIVE MATERIAL

AutoCAD SHX Text

EQUAL SPACES

AutoCAD SHX Text

CORNERS &

AutoCAD SHX Text

GATES

AutoCAD SHX Text

POST AND STAPLE

AutoCAD SHX Text

MORTISE WIRES INTO

AutoCAD SHX Text

6" POST

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 2'-6"

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DAP 4" BRACE INTO

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POST AND SPIKE

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DAP & SPIKE

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6" POST

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4" BRACING

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CORNER OR

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GATE POST

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AS SPECIFIED

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6" POST

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6" TOP MIN.

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OM-2-B TYPE 2

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FRONT AND BACK

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%%UWIRE GATE

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%%USTANDARD BRACING FOR CORNERS & GATES

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WIRE STAYS. WIRE AS WELL

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AS STAPLE.

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WIRE FOR GATE SHALL BE STAPLED AND WIRED TO STAYS. WIRE ENDS AT GATE

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POSTS SHALL BE STAPLED TO POST AND SHALL WRAP AROUND ITSELF A MINIMUM

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OF 2 TIMES.

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GATE LOOPS SHALL BE 2 STRANDS OF NO.9 SMOOTH WIRE TWISTED TOGETHER TO

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MAKE A LOOP AND STAPLED TO BOTH SIDES OF POST.

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BRACING SHALL BE DAPPED 1" INTO POSTS. SPIKES SHALL BE 40D.

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STANDARD BRACES INSTALLED AT GATE OPENINGS HAVE ONLY ONE DIAGONAL

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TENSIONER. IT IS ATTACHED LOW NEAR THE OPENING AND RISING AS IT DEPARTS.

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INSTALL GATE WITH BRACES ON EACH SIDE OF EXISTING FENCE AT LOCATIONS

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SHOWN ON CONSTRUCTION PLANS.

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GATE SHALL HAVE TWO END STAYS AND THREE EVENLY SPACED IN SPAN. THE STAYS

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SHALL HAVE THE WIRE STAPLED AS WELL AS WIRED.

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WOOD POSTS SHALL BE TREATED IN CONFORMANCE WITH AASHTO M 133, CCA-TYPE C.

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%%UNOTES:

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%%UCONSTRUCTION DETAILS

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DRIVE STAPLE

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ON SLANT

DO NOT CRIMP WIRE WITH STAPLE

12'

13'

6" AGGREGATE SURFACING COMPACTED IN PLACE

2% TO 6% CROWN

12'

13'

4" AGGREGATE SURFACING COMPACTED IN PLACE

2% TO 6% CROWN

SEGMENTS "1251B"

ROADWAY TYPICAL SECTION(S)

SERGMENTS 1229 & 1204B

GROUND LINE

DRAWINGS NOT TO SCALE

ItemA1212-02162023.pdf

StandardRoadPlans 11.pdf