5. Mavreeso IRSC Appendix D.pdf

MAVREESO – JERSEY JIM IRSC AREA ROADS

WORK ITEM DESCRIPTIONS

The Mavreeso IRSC area roads work items are all located on a road system beyond a locked closure gate on NFSR 209. However, temporary traffic control will be required during haul on open Forest Service system roads. There is no independent Pay Item for this requirement.

FEBRUARY 1, 2026

SAN JUAN NATIONAL FOREST - DOLORES RANGER DISTRICT

COMPILED BY: ER – CODY JONES

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204(17)A Excavation and Em bankm ent - 209.A

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MAVREESO – JERSEY JIM IRSC AREA ROADS –

WORK ITEMS DESCRIPTIONS BY ROAD

Located at approximately mile post 1.65, a road slump has dropped the road surface an average of 4 feet over approximately 250 feet. This work item will include scaling remaining road material on the new cut slope to generate fill, import of fill material from the “209 curve barrow” located at approximately mile post 0.3 , placing approximately 300 lf of geogrid 12 feet in width and 6” of base course and 6” of surface course that will be sourced from the Forest Service Beaver Rim gravel pit.

The final road surface will be 14 feet in width. Fill slopes should not exceed 2:1. The vertical road alignment does not need to be returned to the original elevation. The expectation is that the new road will have a vertical sag. The grades entering and exiting the vertical sag shall not exceed 10%. The existing roadway surface outside of the 250 feet of the slump may be altered to accommodate those grades. The expected depth of fill is approximately 4 feet at its deepest. Fill shall be compacted in 12” lifts. The estimated quantity of unspecified barrow fill is 400 cubic yards. The barrow of material shall not be removed from any closer than 3 feet from the road shoulder and final slopes shall be left consistent from toe to shoulder not exceeding 2:1. The estimated quantity of base course is approximately 180 cubic yards, and surfacing is approximately 150 cubic yards (assuming approximately 700 linear feet of surface). See SLUMP REPAIR – EXCAVATION AND EMBANKMENT (204-10) drawing.

In addition, one 18”x30’ Corrugated Metal Pipe (CMP) shall be installed at approximately mile post

1.75 per drawings TYPICAL CULVERT INSTALLATION (602-01), TYPICAL CULVERT INSTALLATION (602-02), and CULVERT BEDDING (602-03). The culvert location will be staked in the field by Forest Service personnel

Specifications applicable for this road are: 204, 301, and 602

209.A Located at approximately mile post 2.42 of NFSR 209, the intersection with NFSR 209.A is on the right. This intersection needs to be realigned to accommodate the turning radius of haul trucks. To accomplish this realignment the new alignment of 209. A will leave 209 at approximately mile post

2.39 and meet the existing alignment of 209.A at approximately mile post 0.04. These locations will be staked in the field by Forest Service personnel. This new alignment segment will be approximately 270 linear feet and will include a 30-foot-wide intersection that tappers to a 12-foot-wide crowned surface constructed per drawing 212-01. Minor clearing and grubbing of oak will be required.

Linear grading will continue on the existing alignment to re-establish the roadbed following the fence line alignment.

At approximately mile post 0.22 a through fill section will be constructed to approximately 0.36 (730

lf) per the THROUGH FILL CROSSING WITH GEOTEXTILE (204-09) drawing. In addition, in this segment there will be three (3) rock drains each 26 feet in length installed under the through fill, per the BLIND DRAIN DETAIL (drawing. All locations will be staked in the field by Forest Service personnel. Barrow material for the Through fill section will be generated from the “209 parking area barrow”. This barrow source should be excavated to approximately follow the historic existing ground before storage. Final fill slope from toe to shoulder shall not exceed 3:1. Aggregated material for both the through fill and the Blind Drains will be sourced from the Forest Service Beaver Rim Gravel Pit.

MAVREESO – JERSEY JIM IRSC AREA ROADS –

WORK ITEMS DESCRIPTIONS BY ROAD

Install one 18”x30’ Corrugated Metal Pipe (CMP) shall be installed at approximately mile post 0.28 per drawings TYPICAL CULVERT INSTALLATION (602-01), TYPICAL CULVERT INSTALLATION (602-02), and CULVERT BEDDING (602-03). The culvert location will be staked in the field by Forest Service personnel.

In addition, the removal of fencing and installation of new wire fence and gate will be required at approximately mile post 0.33. This work will include the installation of a new corner brace, two gate braces and roughly 100 feet of four strand fence per drawings WIRE GATE AND BRACE (619-06), WIRE FENCE AND BRACE (619-07) and E-Z LATCH (619-12)

Specifications applicable for this road are: 201, 204, 212, 301, 602, 605, and 619

209.A1 NFSR 209.A1 no longer has an adequate road prism for the haul of timber. This work item is approximately 1.5 miles of linear grading per the LINEAR GRADING TYPICAL SECTIONS (212-

01) drawing and shall include rolling dips per the ROLLING DIP drawing (212-02). Rolling dips shall be installed with a maximum spacing of 350 feet from crest to crest on grades greater than 5%.

Outlet ditches are required for each constructed rolling dip. Clearing and grubbing will be required within this work item per ROADSIDE CLEARING/BRUSHING LIMITS drawing but will not be paid separately. Merchantable materials as determined by Appendix B – Division A-2 will be calculated and available to the purchaser through an add volume agreement.

Specifications applicable for this road are: 201, and 212

209.BT2

Install 18”x 20’ corrugated metal pipe @ approximately mile post 0.53 (location to be staked in the field by FS personnel) per drawings TYPICAL CULVERT INSTALLATION (602-01), TYPICAL CULVERT INSTALLATION (602-02), and CULVERT BEDDING (602-03). Import 20 CY of 3” minus road base for road surface over the pipe ensure minimum 12” cover over pipe.

Install 18”x 20’ corrugated metal pipe @ approximately mile post 0.59 (location to be staked in the field by FS personnel)75 per drawings TYPICAL CULVERT INSTALLATION (602-01), TYPICAL CULVERT INSTALLATION (602-02), and CULVERT BEDDING (602-03). Import 20 CY of 3” minus road base for road surface over the pipe ensure minimum 12” cover over pipe.

Specifications applicable for this road are: 605

ROADSIDE CLEARING/BRUSHING LIMITS 202-01 64

AutoCAD SHX Text Brushing Limits

AutoCAD SHX Text Height=14'

AutoCAD SHX Text Roadbed

AutoCAD SHX Text Shoulders

AutoCAD SHX Text Fill Slope

AutoCAD SHX Text Backslope

AutoCAD SHX Text Brushing Limits

AutoCAD SHX Text Bottom of ditch

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

1. Cut all brush and trees (6 inches diameter, or less, at the point of cut) inside the brushing limits and outside the roadbed no higher than 6 inches above ground level (6 inches for machine brushing). If rocks or other obstructions are encountered, cut no higher than 6 inches above the obstruction. Limb live trees with a diameter larger than 6 inches to a height of 14 feet above the road surface.

PLAN VIEW

THROUGH FILL CROSSING WITH GEOTEXTILE

CROSS SECTION VIEW

PROFILE VIEW

204-09 64

AutoCAD SHX Text See Description of Work

AutoCAD SHX Text No Compaction

AutoCAD SHX Text Original ground

AutoCAD SHX Text Base Course Source:

AutoCAD SHX Text Surface Course Source:

AutoCAD SHX Text Base Course Size:

AutoCAD SHX Text 12 ft. Traveled Way

AutoCAD SHX Text Final road grade

AutoCAD SHX Text Geotextile layer

AutoCAD SHX Text Sub-base Width

AutoCAD SHX Text Traveled Way

AutoCAD SHX Text Width

AutoCAD SHX Text Specification Reference:

AutoCAD SHX Text Locations:

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text Compacted subgrade

AutoCAD SHX Text Width

AutoCAD SHX Text ft.

AutoCAD SHX Text Surface

AutoCAD SHX Text Base

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text ft.

AutoCAD SHX Text

AutoCAD SHX Text

ft. min.

AutoCAD SHX Text As staked

AutoCAD SHX Text

AutoCAD SHX Text

ft. min.

AutoCAD SHX Text

AutoCAD SHX Text in.

AutoCAD SHX Text

AutoCAD SHX Text in.

AutoCAD SHX Text

AutoCAD SHX Text

ft. min.

AutoCAD SHX Text Geotextile Type

AutoCAD SHX Text Geotextile, TENSAR BX-1200 or Approved equal

AutoCAD SHX Text Unspecified barrow

AutoCAD SHX Text 204 - Excavation and Embankment

AutoCAD SHX Text Government Provided Source - Beaver Rim 3" minus

AutoCAD SHX Text "209 Parking Barrow"

AutoCAD SHX Text Remove organic

AutoCAD SHX Text Materials from Surface

AutoCAD SHX Text 3:1 slope.

AutoCAD SHX Text Unspecified Barrow

AutoCAD SHX Text to remove variation

AutoCAD SHX Text Strike surface

AutoCAD SHX Text grater than 3"

AutoCAD SHX Text Compacted in 6"

AutoCAD SHX Text lifts

AutoCAD SHX Text End Geotextile

AutoCAD SHX Text cover. Taper

AutoCAD SHX Text borrow depth

AutoCAD SHX Text Unspecified Borrow

AutoCAD SHX Text Compacted in 6"

AutoCAD SHX Text lifts

AutoCAD SHX Text 3" Minus surface course

AutoCAD SHX Text maintain 12"

AutoCAD SHX Text End Geotextile

AutoCAD SHX Text cover. Taper

AutoCAD SHX Text borrow depth

AutoCAD SHX Text maintain 12"

AutoCAD SHX Text FSSS 204.11 (b) Placement Method 2

AutoCAD SHX Text Compaction Method:

AutoCAD SHX Text 2 ft. overlap

AutoCAD SHX Text

AutoCAD SHX Text

ft. Geotextile layer.

AutoCAD SHX Text 14 ft. Geotextile layer

AutoCAD SHX Text 3" Minus surface course

AutoCAD SHX Text Compacted in 6" lifts

Slump Area

Fill

SLUMP REPAIR - EXCAVATION AND EMBANKMENT

CROSS SECTION VIEW

Profile View

PLAN VIEW

204-10 64

AutoCAD SHX Text with vertical sag

AutoCAD SHX Text 2:1

AutoCAD SHX Text Fill Slope

AutoCAD SHX Text Road Bed

AutoCAD SHX Text Cut slope 2:1

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text Fill slope

AutoCAD SHX Text Slump area

AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text Geotextile layer

AutoCAD SHX Text ft.

AutoCAD SHX Text Width

AutoCAD SHX Text Road Bed

AutoCAD SHX Text

AutoCAD SHX Text Approximate Length

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 2:1

AutoCAD SHX Text Unclassified Barrow

AutoCAD SHX Text Geotextile layer

AutoCAD SHX Text 6" Compacted

AutoCAD SHX Text 6" Compacted

AutoCAD SHX Text Final road grade

AutoCAD SHX Text base course

AutoCAD SHX Text surface course

AutoCAD SHX Text 6" Compacted

AutoCAD SHX Text surface course

AutoCAD SHX Text 6" Compacted

AutoCAD SHX Text base course

AutoCAD SHX Text NFSR 209 at mile post 1.58

AutoCAD SHX Text Compaction:

AutoCAD SHX Text Surface Course Source:

AutoCAD SHX Text Base Course Source:

AutoCAD SHX Text Locations:

AutoCAD SHX Text Geotextile Type

AutoCAD SHX Text Geotextile, TENSAR BX-1200 or Approved equal

AutoCAD SHX Text Government Provided Source - Beaver Rim 3" minus

AutoCAD SHX Text

209 "CURVE BARROW"

AutoCAD SHX Text Sub Base Source:

AutoCAD SHX Text Government Provided Source - Beaver Rim 1" minus

Unspecified Barrow compacted in lifts no greater than 12"

602-01

0 Typical Installation in Sidehill Section

Typical Installation in Fill Section

Typical Installation with Outlet Ditch

Typical Installation for Camber For Fills greater than 15 Feet

TYPICAL CULVERT INSTALLATION 64

AutoCAD SHX Text Cut slope as staked

AutoCAD SHX Text Discharge onto

AutoCAD SHX Text natural ground

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 1 ft. min.

AutoCAD SHX Text

1.5 X dia.

AutoCAD SHX Text Invert

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text Outlet ditch grade

AutoCAD SHX Text Culvert after settlement

AutoCAD SHX Text Culvert after installation

AutoCAD SHX Text Camber

AutoCAD SHX Text culvert length

AutoCAD SHX Text Camber shall be on a curve

AutoCAD SHX Text with no point along the

AutoCAD SHX Text culvert being higher than

AutoCAD SHX Text Install culverts on 2% minimum grade.

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 2:1

AutoCAD SHX Text 1 ft. min.

AutoCAD SHX Text

1.5 X dia.

AutoCAD SHX Text 1 ft. min.

AutoCAD SHX Text as staked

AutoCAD SHX Text % of

AutoCAD SHX Text

AutoCAD SHX Text Discharge onto

AutoCAD SHX Text natural ground

AutoCAD SHX Text slope

AutoCAD SHX Text 2:1

AutoCAD SHX Text slope

AutoCAD SHX Text natural ground

AutoCAD SHX Text Discharge onto

AutoCAD SHX Text the invert at the inlet.

AutoCAD SHX Text 3' min.

3' min.

Outlet Ditch Detail

Skew Number

TYPICAL CULVERT INSTALLATION

Pipe Skew DiagramTypical Metal End Section

Typical Ditch Block Details

Profile along Ditch Plan

Cross Section

602-02 64

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text along sides of ditch.

AutoCAD SHX Text Excavated material shall be wasted

AutoCAD SHX Text 1 1/2:1 min. slope

AutoCAD SHX Text Centerline

AutoCAD SHX Text 56%%d

AutoCAD SHX Text Shoulder

AutoCAD SHX Text Road Shoulder

AutoCAD SHX Text Ditch Grade

AutoCAD SHX Text 20' min.

AutoCAD SHX Text As Staked or

AutoCAD SHX Text Top

AutoCAD SHX Text Subgrade

AutoCAD SHX Text 2'

AutoCAD SHX Text As Staked or

AutoCAD SHX Text 5' min.

AutoCAD SHX Text Example

AutoCAD SHX Text L

AutoCAD SHX Text Skew is always from right of C

AutoCAD SHX Text Centerline of Road

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text band

AutoCAD SHX Text Standard coupling

AutoCAD SHX Text slope as required

AutoCAD SHX Text Finish earth

AutoCAD SHX Text Toe plate

AutoCAD SHX Text Variable Slope

AutoCAD SHX Text Reinforced Edge

AutoCAD SHX Text Road

AutoCAD SHX Text ditch.

AutoCAD SHX Text bottom of

AutoCAD SHX Text slope or

AutoCAD SHX Text Toe of fill

AutoCAD SHX Text Ditch blocks shall be constructed to divert flow from ditch lines into culverts.

AutoCAD SHX Text Ditch Block

AutoCAD SHX Text Ditch Bottom

AutoCAD SHX Text Normal Ditch Line

AutoCAD SHX Text Ditch Bottom

AutoCAD SHX Text Cut Slope

AutoCAD SHX Text Ditch Block

AutoCAD SHX Text 20' min.

AutoCAD SHX Text Ditch Block

AutoCAD SHX Text Road

AutoCAD SHX Text 2:1 slope

AutoCAD SHX Text 2'

AutoCAD SHX Text Ahead

Station

602-03

Typical Backfill Detail

CULVERT BEDDING DETAILS

Yielding FoundationRock Foundation

Typical Bedding Detail

AutoCAD SHX Text Bedding material

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 6" (loose depth) compacted layers

AutoCAD SHX Text D

AutoCAD SHX Text Bedding material

AutoCAD SHX Text 12" min.

AutoCAD SHX Text D

AutoCAD SHX Text Soft material

AutoCAD SHX Text 2'

AutoCAD SHX Text D

AutoCAD SHX Text Rock

AutoCAD SHX Text 12" min.

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text D

AutoCAD SHX Text not less than 10%%% of D.

AutoCAD SHX Text Bedding material depth

AutoCAD SHX Text D

AutoCAD SHX Text Ground line

AutoCAD SHX Text Bedding material depth

AutoCAD SHX Text under pipe haunches

AutoCAD SHX Text not less than 10% of D.

AutoCAD SHX Text Bedding material

Excavation and foundation shall be approved by the Engineer prior to pipe installation.

602-06CULVERT LISTING 64

Designed

AutoCAD SHX Text As Built

AutoCAD SHX Text Thickness

AutoCAD SHX Text (in.)

AutoCAD SHX Text Notes

AutoCAD SHX Text R

AutoCAD SHX Text o

AutoCAD SHX Text a

AutoCAD SHX Text d

AutoCAD SHX Text N

AutoCAD SHX Text o

AutoCAD SHX Text S

AutoCAD SHX Text t

AutoCAD SHX Text a

AutoCAD SHX Text t

AutoCAD SHX Text i

AutoCAD SHX Text o

AutoCAD SHX Text n

AutoCAD SHX Text L

AutoCAD SHX Text e

AutoCAD SHX Text n

AutoCAD SHX Text g

AutoCAD SHX Text t

AutoCAD SHX Text h

AutoCAD SHX Text ft.

AutoCAD SHX Text S

AutoCAD SHX Text i

AutoCAD SHX Text z

AutoCAD SHX Text e

AutoCAD SHX Text in.

AutoCAD SHX Text S

AutoCAD SHX Text t

AutoCAD SHX Text a

AutoCAD SHX Text t

AutoCAD SHX Text i

AutoCAD SHX Text o

AutoCAD SHX Text n

AutoCAD SHX Text L

AutoCAD SHX Text e

AutoCAD SHX Text n

AutoCAD SHX Text g

AutoCAD SHX Text t

AutoCAD SHX Text h

AutoCAD SHX Text ft.

AutoCAD SHX Text S

AutoCAD SHX Text i

AutoCAD SHX Text z

AutoCAD SHX Text e

AutoCAD SHX Text in.

AutoCAD SHX Text A

AutoCAD SHX Text l

AutoCAD SHX Text u

AutoCAD SHX Text m

AutoCAD SHX Text i

AutoCAD SHX Text n

AutoCAD SHX Text u

AutoCAD SHX Text m

AutoCAD SHX Text S

AutoCAD SHX Text t

AutoCAD SHX Text e

AutoCAD SHX Text e

AutoCAD SHX Text l

AutoCAD SHX Text

AutoCAD SHX Text 1.75

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text N/A

AutoCAD SHX Text .064

AutoCAD SHX Text

MAVREESO IRSC AREA ROADS

AutoCAD SHX Text

209.BT2

AutoCAD SHX Text

209.BT2

AutoCAD SHX Text 0.53

AutoCAD SHX Text 0.59

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text N/A

AutoCAD SHX Text N/A

AutoCAD SHX Text .064

AutoCAD SHX Text .064

AutoCAD SHX Text Metal end section not required.

AutoCAD SHX Text Metal end section not required.

Metal end section not required.

.BLIND DRAIN DETAIL

BLIND DRAIN DETAIL

SEQUENTIAL PROCEDURE FOR BLIND DRAIN CONSTRUCTION

605-04 64

AutoCAD SHX Text Ground Line

AutoCAD SHX Text Native material

AutoCAD SHX Text backfill

AutoCAD SHX Text Coarse open-graded

AutoCAD SHX Text filter material sized

AutoCAD SHX Text for maximum permability

AutoCAD SHX Text

1. Excavate trench

AutoCAD SHX Text

2. Place granular material

AutoCAD SHX Text

3. Place backfill

AutoCAD SHX Text Granular backfill

AutoCAD SHX Text Size:

AutoCAD SHX Text Source:

AutoCAD SHX Text Depth:

AutoCAD SHX Text NOTE: Locations

AutoCAD SHX Text as shown on

AutoCAD SHX Text descriptions of work

AutoCAD SHX Text 3" minus

AutoCAD SHX Text Beaver Rim

AutoCAD SHX Text 24"

AutoCAD SHX Text 24"

AutoCAD SHX Text 30"

AutoCAD SHX Text 6" depth

AutoCAD SHX Text 6"

AutoCAD SHX Text 24" do not compact.

WIRE GATE AND BRACE

WIRE GATE

GATE BRACE AT THROUGH FILL CONSTRUCTION DETAILS

619-06 64

AutoCAD SHX Text 2" X 2" wood stays.

AutoCAD SHX Text Wire as well as staple.

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text Secure with 2

AutoCAD SHX Text complete wraps

AutoCAD SHX Text 4" dia. wood post

AutoCAD SHX Text Equal Spaces

AutoCAD SHX Text Notch brace into

AutoCAD SHX Text post and spike

AutoCAD SHX Text Notch double strands of twisted No. 9 wires

AutoCAD SHX Text As Specified

AutoCAD SHX Text 6" Post

AutoCAD SHX Text Post - 6" Top min.

AutoCAD SHX Text Type 2 object markers

AutoCAD SHX Text front and back

AutoCAD SHX Text into post, twist tight, leave sticks.

AutoCAD SHX Text Install E-Z Latch

AutoCAD SHX Text Construct bracing each side.

AutoCAD SHX Text The number of wires and

AutoCAD SHX Text their spacing shall match

AutoCAD SHX Text existing connection.

AutoCAD SHX Text 12" X 6" Barricade Marker, AutoCAD SHX Text 2 signs, reflectorized both sides.

AutoCAD SHX Text

1. Wire for gate shall be stapled and wired to stays. Wire ends at gate posts shall be stapled to post Wire for gate shall be stapled and wired to stays. Wire ends at gate posts shall be stapled to post and shall wrap around itself a minimum of 2 times. 2. Gate loops shall be 2 strands of No.9 smooth wire twisted together to make a loop and stapled to Gate loops shall be 2 strands of No.9 smooth wire twisted together to make a loop and stapled to both sides of post. 3. Bracing shall be notched 1" into posts. Spikes shall be 40d. Bracing shall be notched 1" into posts. Spikes shall be 40d. 4. Standard braces installed at gate openings have only one diagonal tensioner. It is attached low, Standard braces installed at gate openings have only one diagonal tensioner. It is attached low, near the opening, and rising as it departs. 5. Install gate with braces on each side of existing fence at locations shown on descriptions of work. Install gate with braces on each side of existing fence at locations shown on descriptions of work. 6. Gates shall have two end stays plus three stays evenly spaced in span. The stays shall have the Gates shall have two end stays plus three stays evenly spaced in span. The stays shall have the wire staples as well as wired. 7. Wood posts and stays shall be treated in conformance with AASHTO M 133, Copper Naphthenate Wood posts and stays shall be treated in conformance with AASHTO M 133, Copper Naphthenate 0.075 lb/ft . 3" Drill stem pipe is an acceptable equal for wood posts. 8. All signs must meet current MUTCD standards and specifications for installation and reflectivity. All signs must meet current MUTCD standards and specifications for installation and reflectivity.

AutoCAD SHX Text

AutoCAD SHX Text 12 ft. Traveled Way and Gate

AutoCAD SHX Text 3:1 slope.

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 2'-6"

Gate post

WIRE FENCE AND BRACE

LINE FENCE DETAIL

LINE BRACE

CONSTRUCTION DETAIL

SAG BRACING

BRACING FOR CORNERS

SPLICING DETAIL

619-07 65

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text Wooden stay, 1 1/2" X 2" X 48"

AutoCAD SHX Text rest solidly on the ground.

AutoCAD SHX Text Wood brace

AutoCAD SHX Text 4" dia.

AutoCAD SHX Text 7'-10"

AutoCAD SHX Text Notch brace into post

AutoCAD SHX Text and spike into place

AutoCAD SHX Text Dead end wires at

AutoCAD SHX Text each line brace

AutoCAD SHX Text Tie line wires here for

AutoCAD SHX Text continuing fence

AutoCAD SHX Text Double strands of

AutoCAD SHX Text No.9 galv., twist tight, AutoCAD SHX Text leave sticks

AutoCAD SHX Text 6" Post

AutoCAD SHX Text Notch wires

AutoCAD SHX Text into post and

AutoCAD SHX Text staple

AutoCAD SHX Text Drive staple

AutoCAD SHX Text on slant

AutoCAD SHX Text Do not crimp wire with staple

AutoCAD SHX Text Steel post

AutoCAD SHX Text Wire clip

AutoCAD SHX Text No. 9 Wire attached with three

AutoCAD SHX Text twists to each strand in fence

AutoCAD SHX Text Tie on and hang any

AutoCAD SHX Text 16'-6"

AutoCAD SHX Text available large rock

AutoCAD SHX Text gate post

AutoCAD SHX Text Corner or

AutoCAD SHX Text 6" Post

AutoCAD SHX Text Twisted No.9 Wire, Typical

AutoCAD SHX Text post and spike

AutoCAD SHX Text Notch 4" brace into

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 6" Posts

AutoCAD SHX Text Securely fasten wires

AutoCAD SHX Text into post and

AutoCAD SHX Text staple

AutoCAD SHX Text When splicing wire, form a loop, AutoCAD SHX Text then wrap over itself a minimum

AutoCAD SHX Text of five times.

AutoCAD SHX Text

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 5'-6"

AutoCAD SHX Text 5'-6"

AutoCAD SHX Text 5'-6"

AutoCAD SHX Text Every fifth post shall be wooden - minimum.

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 16"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

AutoCAD SHX Text 16"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

AutoCAD SHX Text 16"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

1. When tying into existing fence, use same number and spacing of wires as existing. When tying into existing fence, use same number and spacing of wires as existing. 2. Materials for fence shall conform to Section 710. Materials for fence shall conform to Section 710. 3. Wood posts shall be treated in conformance with AASHTO M 133, Copper Naphthenate 0.075 lb/ft . Wood posts shall be treated in conformance with AASHTO M 133, Copper Naphthenate 0.075 lb/ft . 4. Spacing for three wire fence, starting at the bottom, shall be 16", 10" and 12".Spacing for three wire fence, starting at the bottom, shall be 16", 10" and 12".

E-Z LATCH 619-12 79

3"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 13 1/2"

AutoCAD SHX Text 8 1/2"

AutoCAD SHX Text 5 1/4"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 1 3/4"

AutoCAD SHX Text 4 Each

AutoCAD SHX Text 6" Spikes

AutoCAD SHX Text 6" Post

AutoCAD SHX Text 4" Gate

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 4 1/4"

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

MATERIALS:

AutoCAD SHX Text 3 Bail 7/16" Rod

AutoCAD SHX Text 2 Mounting Plate 3" X 1/8" Plate

AutoCAD SHX Text 1 Handle 1 1/4" X 1/4" Flat Bar

AutoCAD SHX Text 13"

AutoCAD SHX Text Post

1. Other designs may be used provided they are of equal material and similar construction. Other designs may be used provided they are of equal material and similar construction. 2. Substitutions of other designs shall be approved by the CO. Substitutions of other designs shall be approved by the CO. 3. Installation of E-Z Latch is incidental to pay item 619(02).Installation of E-Z Latch is incidental to pay item 619(02).

FP-24 FOREST SERVICE SUPPLEMENTAL

SPECIFICATIONS (FSSS)

FP-24 Standard Specifications for Construction of Roads and Bridges on Federal Highway Project are available athttps://highways.dot.gov/federal-lands/specs/fp-24

FP-24 FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS

(FSSS)

Contents

PREFACE

Section 101. – TERMS, FORMAT, AND DEFINITIONS

Section 101. – TERMS, FORMAT, AND DEFINITIONS

Section 101. – TERMS, FORMAT, AND DEFINITIONS

Section 101. – TERMS, FORMAT, AND DEFINITIONS

Section 102. - BID, AWARD, AND EXECUTION OF CONTRACT

Section 103. – SCOPE OF WORK

Section 104. – CONTROL OF WORK

Section 104. – CONTROL OF WORK

Section 104. – CONTROL OF WORK

Section 104. – CONTROL OF WORK

Section 105. – CONTROL OF MATERIAL

Section 106. – ACCEPTANCE OF WORK

Section 106. – ACCEPTANCE OF WORK

Section 107. - LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

Section 107. - LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

Section 108. - PROSECUTION AND PROGRESS

Section 109. - MEASUREMENT AND PAYMENT

Section 109. - MEASUREMENT AND PAYMENT

Section 109. - MEASUREMENT AND PAYMENT

Section 155. – SCHEDULES FOR CONSTRUCTION CONTRACTS

Section 201. - CLEARING AND GRUBBING

Section 204. – EXCAVATION AND EMBANKMENT

Section 212. – LINEAR AND SITE GRADING

Section 301. — UNTREATED AGGREGATE COURSES

PREFACE

Delete all but the first paragraph and add the following:

The Forest Service, US Department of Agriculture has adopted FP-24 for construction of National Forest System Roads. The Forest Service Supplemental Specifications (FSSS) shall be incorporated in the FP-24. The applicable specifications for the project will be the FP-24 as modified by the FSSS.

Section 101. – TERMS, FORMAT, AND DEFINITIONS

Add the following paragraph to Subsection 101.01 Meaning of Terms:

Delete all references to the TAR (Transportation Acquisition Regulations) in the specifications.

Add the following paragraph to Subsection 101.01 Meaning of Terms:

Delete all references to the FAR (Federal Acquisition Regulations) in the specifications when incorporating into 2400-6(T) Timber Sale or 2400-13(T) Stewardship contracts.

Add the following to Subsection 101.03 Abbreviations:

(a) Acronyms.

AGAR — Agriculture Acquisition Regulations

AFPA — American Forest and Paper Association

FSSS – Forest Service Supplemental Specifications

MSHA — Mine Safety and Health Administration

NESC — National Electrical Safety Code

WCLIB — West Coast Lumber Inspection Bureau

(d) Miscellaneous unit abbreviations.

MP - milepost location ppm - parts per million volume

STA – station location

MFBM - thousand feet board measure volume

Make the following changes to Subsection 101.04 Definitions:

Delete these definitions and replace with the following:

Bid Schedule — The Schedule of Items.

Bridge — A structure, including supports, erected over a depression or an obstruction such as water along a road, a trail, or a railway and having a deck for carrying traffic or other loads.

Contractor — The individual or legal entity contracting with the Government for performance of prescribed work. In a timber sale contract, the contractor is the “Purchaser”.

Culvert — Any structure with a bottom, regardless of fill depth, depth of invert burial, or presence of horizontal driving surface, or any bottomless (natural channel) structure with footings that will not have wheel loads in direct contact with the top of the structure.

Drawings —Design sheets or fabrication, erection, or construction details submitted to the CO by the Contractor.

Neat Line — A line defining the proposed or specified limits of an excavation or structure.

Notice to Proceed — (Public Works Contracts) Written notice to the Contractor to begin the contract work. (Timber Contracts) does not apply, replace NTP with Contract Award.

Right-of-Way — A general term denoting (1) the privilege to pass over land in some particular line (including easement, lease, permit, or license to occupy, use, or traverse public or private lands), or (2) Real property necessary for the project, including roadway, buffer areas, access, and drainage areas.

Add the following definitions:

Adjustment in Contract Price — “Equitable adjustment,” as used in the Federal Acquisition Regulations, or “construction cost adjustment,” as used in the Timber Sale Contract, as applicable.

Change — “Change” means “change order” as used in the Federal Acquisition Regulations, or “design change” as used in the Timber Sale Contract.

Forest Service — The United States of America, acting through the Forest Service, U.S.

Department of Agriculture.

Forest Service Supplemental Specifications – The Forest Service uses supplemental specifications to modify the FP-24 to meet the agency needs and intents. FSSS revise the FP-24 by adding, deleting, replacing, revising, replacing part of entire sections or subsections or adding new sections to the FP..

Pioneer Road — Temporary construction access built along the route of the project.

Purchaser — The individual, partnership, joint venture, or corporation contracting with the Government under the terms of a Timber Sale Contract and acting independently or through agents, employees, or subcontractors.

Protected Streamcourse — A drainage shown on the plans or timber sale area map that requires designated mitigation measures.

Road Order — An order affecting and controlling traffic on roads under Forest Service jurisdiction. Road Orders are issued by a designated Forest Officer under the authorities of 36 CFR, part 260.

Utilization Standards — The minimum size and percent soundness of trees described in Public Works contract specifications or Timber Sale and stewardship contract provisions to determine merchantable timber.

Add Figure 101-1—Illustration of road structure terms:

Figure 101-1—Illustration of road structure terms

Section 102. - BID, AWARD, AND EXECUTION OF CONTRACT

Delete Section 102 Bid, Award, and Execution of Contract in its entirety.

Section 103. – SCOPE OF WORK

Delete all of Section 103 Scope of Work except Subsection 103.01 Intent of Contract.

Section 104. – CONTROL OF WORK

Delete Subsections 104.01 Authority of Contracting Officer, 104.02 Authority of Contracting Officer’s Representative, 104.03 Authority of Inspectors.

Delete Subsection 104.06 Specifications and Drawings and replace with the following:

Refer to B(T) 5.211 in the 2400-6(T)) or the 2400-13(T) contracts for requirements under this subsection.

Delete Subsection 104.07 Coordination of Contract Documents.

Add the following Subsection 104.12 Use of Roads by Contractor:

The Contractor is authorized to use roads under the jurisdiction of the Forest Service for all activities necessary to complete this contract, subject to the limitations and authorizations designated in the Road Order(s) or described in the contract, when such use will not damage the roads or national forest resources, and when traffic can be accommodated safely.

Section 105. – CONTROL OF MATERIAL

Delete second paragraph and subparagraphs (a) and (b) in Subsection 105.05 Use of Material Found in the Work and replace it with the following:

The right to use and process material found in the work excludes the use and processing of material for nongovernment contract work, except for the disposal of waste material. Materials produced or processed from Government lands in excess of the quantities required for performance of this contract are the property of the Government. Place excess material at government-approved agreed to location(s), at no additional cost to government.

Section 106. – ACCEPTANCE OF WORK

Delete the 3rd and 4th paragraphs in Subsection 106.01 Conformity with Contract Requirements.

Section 106. – ACCEPTANCE OF WORK

Delete Subsection 106.06 Partial and Final Acceptance.

Section 107. - LEGAL RELATIONS AND RESPONSIBILITY TO THE

PUBLIC

Delete Subsection 107.05 Responsibility for Damage Claims.

Section 107. - LEGAL RELATIONS AND RESPONSIBILITY TO THE

PUBLIC

Delete Subsection 107.08 Sanitation, Health, and Safety and replace with the following:

Refer to specific provisions under B(T) 6.0 in the 2400-6(T) or the 2400-13(T) contracts for requirements under this subsection.

Section 108. - PROSECUTION AND PROGRESS

Delete Section 108 Prosecution and Progress in its entirety.

Section 109. - MEASUREMENT AND PAYMENT

Delete Subsections 109.06 Pricing and Adjustments, 109.07 Estimated Work, 109.08 Progress Payments, and 109.09 Final Payment.

Delete Table 109-1 of Subsection 109.01 Measurement of Work and replace with the following:

Table 109-1

Decimal Accuracy of Quantities for Payment

Pay Item Level of Precision Acre 0.01 Cubic Foot 1 Cubic Yard 1 Cubic Yard Exception - Structure Excavation;

Sheathing; Materials; Bedding, Bed Course, and Backfill, Materials; Gabions;

0.1

Cubic Yard Exception – Concrete; Masonry 0.01 Day 1 Each 1 Gallon 1 Hour 0.1 Linear Foot 1 Linear Foot Exception - Timber, Steel, and Concrete Piles

0.1

M-Gallon 0.1 Mile 0.01 Month 0.1 Pound 1 Square Foot 0.1 Square Yard 0.1 Station 0.1 Thousand Board Feet Measure 0.01 Ton 0.1 Ton Exception - Calcium Chloride; Sodium Chloride;

Hydrated Lime; Bituminous Materials; Pavements; Bed Course Materials

0.01

Week 0.1

Delete Subsection 109.02(c) Measurement Terms and Definitions, Contract quantity and replace with:

(c) Contract quantity. The quantity to be paid is the quantity listed in the bid schedule. The contract quantity will be adjusted for authorized changes that affect the quantity or for errors made in computing this quantity when that error exceeds 15% or more. If there is evidence that a quantity specific as a contract quantity is incorrect by 15% or more, submit calculations, drawings, or other evidence indicating why the quantity is in error and request in writing that the quantity be adjusted.

Section 155. – SCHEDULES FOR CONSTRUCTION CONTRACTS

Delete Section 155 Schedules for Construction Contracts in its entirety.

Section 201. - CLEARING AND GRUBBING

Delete the last sentence in the second paragraph of Subsection 201.03.

201.03 General.

Delete paragraph (c) and (d) of Subsection 201.04 and replace with the following:

201.04 Clearing.

(c) In areas outside the excavation, embankment, and slope rounding limits, cut stumps to within 6 inches or one-third of the stump diameter of the ground, whichever is higher, measured on the side adjacent to the highest ground. For timber sales, stump heights will meet the requirements of the Timber Sale contract; and

(d) Trim tree branches that extend over the road surface and shoulders to attain a clear height of 14 FEET. If required, remove other branches to present a balanced appearance. Trim according to accepted tree surgery practices.

Delete Subsection 201.06 Disposal and replace with the following:

201.06 Disposal. Dispose of merchantable timber designated for removal according to the provisions of the timber sale contract. Dispose of slash by scattering material, material shall not exceed a depth greater than 6”

Section 204. – EXCAVATION AND EMBANKMENT

Replace the first paragraph of Subsection 204.13 replace with the following.

204.13 Sloping, Shaping, and Finishing. Complete slopes, ditches, culverts, riprap, and other underground minor structures before placing aggregate courses. Slope, shape, and finish to the designated tolerance class as defined in Table 204-2 as follows:

Add the following table to Section 204.

Table 204-2 Construction Tolerances

Dimension Tolerance Class A B C D E F

Roadbed width (ft) +0.5 +1.5 +2.0 +2.0 N/A N/A Subgrade elevation1 (ft) +-0.1 +-1.0 +-3.0 +-5.0 N/A N/A Horizontal alignment (ft) +-0.2 +-1.5 +-5.0 +-10.0 N/A N/A Vertical alignment (%) +-1 +-1 +-2 +-2 N/A N/A Slopes, excavation and embankment (%)

+-3 +-3 +-3 +-3 N/A N/A

1 Subgrade elevation tolerance applies to the cut or fill shown in the staking information unless otherwise agreed to.

Section 212. – LINEAR AND SITE GRADING

Replace Section 212 entirely and replace with the following.

212.01 This work consists of performing linear and site grading at designated locations within specified tolerances.

212.02 Definitions.

(a) Linear grading. Consists of constructing and grading roadways on a designated alignment.

(b) Site grading. Consists of constructing and grading designated areas outside the roadway prism.

Construction Requirements

212.03 Roadway and Site Preparation. Clear the area of vegetation and obstructions according to Sections 201 and 203.

212.04 Excavation and Embankment. Construct the roadbeds and sites according to the applicable requirements of Section 204, except as modified in this Section.

Adjust the moisture content of embankment material to a moisture content suitable for compaction. Place embankment material in 12-inch lifts and compact each lift according to Subsection 204.11. If compacting with rollers is not practical, use approved mechanical or vibratory compaction equipment.

Construct approach connections to existing roads, parking areas, and trails as directed.

Do not make alignment or profile grade adjustments that adversely affect drainage.

Obtain material from borrow sources and place excess material at sites identified in the plans.

Additional sites may be agreed to.

212.05 Grading Tolerance. Construct roadbeds and sites within the following grading tolerances:

(a) Linear grading.

(1) Alignment (centerline). Alignment may be shifted a maximum of 10 feet left or right of the planned centerline unless otherwise agreed to. Do not construct curves with radii less than 50 feet .

(2) Profile grade. Connect revised forward and back grade tangents with a uniform vertical curve consistent with the existing alignment. Do not construct grades greater than 12%.

(3) Roadbed width. Roadbed width shall not be less than the specified dimensions but may exceed specified dimensions by up to 2 FEET. Add curve widening and slough widening as shown in the plans.

(4) Slopes. Fill slopes and cut slopes shall not deviate from the specified slopes by more than 5%.

(b) Site grading. The footprint may be shifted a maximum of 10 feet in any direction. The profile of the site may be adjusted a maximum of 2 feet from the plan elevation.

212.06 Acceptance. Linear and site grading work will be evaluated under Subsections 106.02 and 106.04.

Clearing will be evaluated under Section 201.

Removal of obstructions will be evaluated under Section 203.

Measurement

212.07 Measure the Section 212 pay items listed in the bid schedule according to Subsection 109.02

Payment

212.08 The accepted quantities will be paid at the contract price per unit of measurement for the Section 212 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

Section 301. — UNTREATED AGGREGATE COURSES

Description

301.01 This work consists of constructing aggregate courses on a prepared surface.Material

301.02 Conform to the following Subsections:Subbase, base, and surface course aggregate 703.05

Water for construction 725.01(c)

Screened aggregate 703.05(d)

Construction Requirements

301.03 General. Prepare the surface according to Section 204 or 303 as applicable.

Written approval of the roadbed is required before placing aggregate.

For pit run material, furnish material smaller than the maximum size identified in the plans, no gradation will be required otherwise. After processing on the road, remove all oversize material from the road and dispose as directed by the CO.

Provide additives or binder, if required, at the proportions specified.

Develop and use Government furnished sources according to Section 105.

If the aggregate is produced and stockpiled before placement, handle and stockpile according to Section 314.

After a representative quantity of aggregate is produced, submit target values within the required gradation range along with a representative 300-pound sample at least 14 days before incorporating the aggregate into the work.

301.04 Mixing and Spreading. Obtain moisture content in accordance with the compaction method specified. If moisture content is not specified by the compaction method adjust the moisture content to a level suitable for compaction. Mix the aggregate and adjust the moisture content to obtain a uniform mixture. Spread and shape the mixture on the prepared surface in a uniform layer.

Do not place the mixture in a layer exceeding 6 inches (150 millimeters) in compacted thickness.

When more than one layer is necessary, compact each layer according to Subsection 301.05 before placing the next layer. Route hauling equipment uniformly over the full width of the surface to minimize rutting or uneven compaction.

301.05 Compacting. Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, and all places not accessible to the roller, compact the material with approved tampers or compactors.

Compact the aggregate using one of the following methods as specified:

(a) Compaction A. Operating spreading and hauling equipment over the full width of the travelway.

(b) Compaction B. Operate rollers and compact as specified in Subsection 204.11(a)(4)(a).

(c) Compaction C. Moisten or dry the aggregate to a uniform moisture content between 5 and 7 percent based on total dry weight of the mixture. Operate rollers and compact as specified in Subsection 204.11(a)(4)(a).

(d) Compaction D. Compact to a density of at least 95.0 percent of the maximum density, as determined by AASHTO T 99, method C or D.

(e) Compaction E. Compact to a density of at least 95.0 percent of the maximum density, as determined by AASHTO T 180, method C or D.

For all compaction methods, blade the surface of each layer during the compaction operations to remove irregularities and produce a smooth, even surface. When a density requirement is specified, determine the in place density and moisture content according to AASHTO T 310 or other approved test procedures.

301.06 Surface Tolerance. Remove irregularities and shape to a uniform surface. Ensure that the thickness and width of the compacted aggregate conform to the dimensions SHOWN ON THE DRAWINGS, and that measurements on the compacted aggregate meet the following criteria:

(a) The maximum variation from the specified thickness is 1 inch.

(b) The compacted thickness is not consistently above or below the specified thickness, and the average thickness of measurements for any one mile of road segment is within ± ¼ inch of the specified thickness.

301.07 Maintenance. Maintain the aggregate course to the correct line, grade, and cross-section by blading, watering, rolling, or combination thereof until placement of the next course. Correct defects according to Subsection 301.06.

301.08 Acceptance. See Table 301-1 for sampling, testing, and acceptance requirements.

Screened aggregate will be evaluated Under 106.02 Aggregate gradation and surface course plasticity index will be evaluated under Subsection 106.05. Other aggregate quality properties will be evaluated under Subsections 106.02 and 106.04.

(a) Aggregate gradation. The upper and lower specification limits are equal to the calculated mean of all test results plus or minus the allowable deviations shown in Tables 703-1 and 703- 2, except as follows:

(1) If the calculated mean value for a tested sieve exceeds the maximum gradation range value shown in Table 703-1, then the upper specification is equal to the maximum gradation value in Table 703-1 plus or minus the allowable deviation in Table 703-2.

(2) If the calculated mean value for a tested sieve is less than the minimum gradation range value shown in Table 703-1, then the lower specification is equal to the minimum gradation value in Table 703-1 plus or minus the allowable deviation in Table 703-2.

(b) Plasticity index. The upper and lower specification limits for surface courses are shown in Subsection 703.05(c)(3).

Construction of untreated aggregate courses will be evaluated under Subsections 106.02 and 106.04.

Measurement

301.09 Measure the Section 301 pay items listed in the bid schedule according to Subsection 109.02 and the following as applicable:

When measuring aggregate by the cubic yard, measure in place.

When measuring aggregate by the square yard, measure the length horizontally along the centerline of the roadway. Measure the width horizontally to include the top of aggregate width, including designed widenings.

Payment

301.10 The accepted quantities will be paid at the contract price per unit of measurement adjusted according to Subsection 106.05 for the Section 301 pay items listed in the bid schedule.

Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.