C04d_4_Appendix D_RoadReconPlans_Specs_12363N26Q4067.pdf

PDF 8 MB Posted Jul 15, 2026

Attached to: Fleetwood Stewardship IRSC BPA Call - Big Horn National Forest
Solicitation number: 12363N26Q4067
Issued by: Department of Agriculture Forest Service

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Written by GovTribe AI · Jul 15, 2026

This document is the Road Reconstruction Plans and Specifications for the Fleetwood Stewardship Integrated Resource Stewardship Contract (IRSC) in the Tongue Ranger District, Sheridan County, Wyoming, administered by the USDA Forest Service. The contract encompasses road reconstruction work on four forest roads (299, 308, 334313, and 334314) totaling 7.29 miles. Key construction activities include clearing and grubbing (2.98 miles), roadway reconditioning (7.29 miles), unclassified borrow placement (594 cubic yards), excavation and embankment for drivable dips (6 each), and installation of government-furnished barricade and object marker signs. The specifications adopt FP-14 (Standard Specification for Construction of Roads and Bridges on Federal Highway Projects) with Forest Service supplemental specifications covering clearing and grubbing, excavation and embankment, and road reconditioning. Compaction methods are specified as Method 3, with tolerance class standards ranging from A through M depending on road classification. Material sourcing includes the Little Goose Pit for unsuitable material disposal and water sourcing from East Fork Creek with required Wyoming State Engineer's Office permit. Mobilization is listed as a lump sum contract item. The work addresses site-specific considerations including drivable dips designed per log truck standards, gate sign installations with travel limitation signage, and protective streamcourse mitigation measures, with final acceptance based on visual inspection and field measurements per subsection 106.02 standards.

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C04g_6_Cruise Report_12363N26Q4067.pdf	PDF	Jul 15, 2026
C04b_2_Appendix B_TimberRemovalSpecs_Scaled_12363N26Q4067.pdf	PDF	Jul 15, 2026
C04h_7_Forestry Services Wage Determination_12363N26Q4067.pdf	PDF	Jul 15, 2026
C04e_5_Final Contract Area Map_Sheet1_12363N26Q4067.pdf	PDF	Jul 15, 2026
C04a_1_Appendix A_PerformanceWorkStatement_12363N26Q4067.pdf	PDF	Jul 15, 2026
C04_RFQ Fleetwood IRSC_12363N26Q4067.pdf	PDF	Jul 15, 2026
C04c_3_Appendix C_RoadMtcSpecs_12363N26Q4067.pdf	PDF	Jul 15, 2026
C04i_8_Heavy Highway Wage Decision_12363N26Q4067.pdf	PDF	Jul 15, 2026
C04f_5_Final Contract Area Vicinity Map_Sheet2_12363N26Q4067.pdf	PDF	Jul 15, 2026

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ATTACHMENT 4 - APPENDIX D

ROAD RECONSTRUCTION PLANS &

SPECIFICATIONS

Fleetwood Stewardship IRSC

Tongue Ranger District Sheridan County, Wyoming

* INDEX *

TITLE PAGE (S)

CONTRACT DOCUMENTS

1-5

COVER SHEET

INDEX

WORKBOOK

SCHEDULE OF ITEMS

PROJECT STATIONING

DRAWINGS

COVER SHEET

PROJECT MAP

SUMMARY OF QUANTITIES, PROJECT STATIONING,

PROJECT NOTES

TYPICAL DETAILS

GATE SIGN INSTALLATION

SPECIFICATIONS

FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS 1-

ROAD NO. 299 308 334313 334314

MILES 0.79 0.30 5.63 0.57

RECON/CON RECON RECON RECON RECON

ITEM NO DESCRIPTION UNITS TOTALS UNIT COSTS TOTAL COSTS

15101 MOBILIZATION LUMP SUM - - - - 1

20103 CLEARING AND GRUBBING, DISPOSAL METHOD (G) OR (G) AND (K) IN TIMBER UNITS MILE - 0.16 2.25 0.57 2.98

20401 ROADWAY EXCAVATION, TYPE ROAD WIDENING 12', COMPACTION METHOD 3, TOLERANCE CLASS B CUBIC YARD - - 30 - 30

20411 UNCLASSIFIED BORROW, 12' ROAD WIDTH, 6" DEPTH, COMPACTION METHOD 3 CUBIC YARD 13 281 - - 294

20425 EXCAVATION AND EMBANKMENT, TYPE DRIVABLE DIP EACH 2 - 4 - 6

30315 ROADWAY RECONDITIONING, COMPACTION METHOD 3 MILE 0.79 0.30 5.63 0.57 7.29

63302(A) BARRICADE MARKER SIGN (FBM-L), GOVERNMENT FURNISHED EACH - - 2 - 2

63302(B) BARRICADE MARKER SIGN (FBM-R), GOVERNMENT FURNISHED EACH - - 2 - 2

63302(C) MOTORIZED RESTRICTION SIGN (TM-3), GOVERNMENT FURNISHED EACH - - 1 - 1

63307 OBJECT MARKER SIGN (OMV-2V), GOVERNMENT FURNISHED EACH - - 6 - 6

FLEETWOOD STEWARDSHIP

SUMMARY OF QUANTITIES

TOTAL COSTS (w/o Mob):

TOTAL COSTS:

SCHEDULE OF ITEMS

Timber Sale: FLEETWOOD STEWARDSHIP Road No. _299_ Road Name: WESTON RESERVOIR Length (Miles) 0.79

Item Number Description Unit Quantity Unit Price Total

15101 MOBILIZATION LUMP SUM 1

20411 UNCLASSIFIED BORROW, 12' ROAD WIDTH, 6" DEPTH, COMPACTION METHOD 3 CUBIC YARD 13

20425 EXCAVATION AND EMBANKMENT, TYPE DRIVABLE DIP EACH 2

30315 ROADWAY RECONDITIONING, COMPACTION METHOD 3 MILE 0.79

ROAD TOTAL:

TOTAL ALL ROADS:

SCHEDULE OF ITEMS

(Timber Sale)

Timber Sale: FLEETWOOD STEWARDSHIP Road No. _308_ Road Name: BIG GOOSE PIT Length (Miles) 0.30

Item Number Description Unit Quantity Unit Price Total

15101 MOBILIZATION LUMP SUM 1

20103 CLEARING AND GRUBBING, DISPOSAL METHOD (G) OR (G) AND (K) IN TIMBER UNITS MILE 0.16 20411 UNCLASSIFIED BORROW, 12' ROAD WIDTH, 6" DEPTH, COMPACTION METHOD 3 CUBIC YARD 281

30315 ROADWAY RECONDITIONING, COMPACTION METHOD 3 MILE 0.30

ROAD TOTAL:

TOTAL ALL ROADS:

SCHEDULE OF ITEMS

Timber Sale: FLEETWOOD STEWARDSHIP Road No. _334313_ Road Name: DOME ROCK ROAD Length (Miles) 5.63

Item Number Description Unit Quantity Unit Price Total

15101 MOBILIZATION LUMP SUM 1

20103 CLEARING AND GRUBBING, DISPOSAL METHOD (G) OR (G) AND (K) IN TIMBER UNITS MILE 2.25 20401 ROADWAY EXCAVATION, TYPE ROAD WIDENING 12', COMPACTION METHOD 3, TOLERAN CUBIC YARD 30

20425 EXCAVATION AND EMBANKMENT, TYPE DRIVABLE DIP EACH 4

30315 ROADWAY RECONDITIONING, COMPACTION METHOD 3 MILE 5.63

63302(A) BARRICADE MARKER SIGN (FBM-L), GOVERNMENT FURNISHED EACH 2

63302(B) BARRICADE MARKER SIGN (FBM-R), GOVERNMENT FURNISHED EACH 2

63302(C) MOTORIZED RESTRICTION SIGN (TM-3), GOVERNMENT FURNISHED EACH 1

63307 OBJECT MARKER SIGN (OMV-2V), GOVERNMENT FURNISHED EACH 6

ROAD TOTAL:

TOTAL ALL ROADS:

SCHEDULE OF ITEMS

Timber Sale: FLEETWOOD STEWARDSHIP Road No. _334314_ Road Name: DOME ROCK SPUR #1 Length (Miles) 0.57

Item Number Description Unit Quantity Unit Price Total

15101 MOBILIZATION LUMP SUM 1

20103 CLEARING AND GRUBBING, DISPOSAL METHOD (G) OR (G) AND (K) IN TIMBER UNITS MILE 0.57

30315 ROADWAY RECONDITIONING, COMPACTION METHOD 3 MILE 0.57

ROAD TOTAL:

TOTAL ALL ROADS:

(Timber Sale)

SCHEDULE OF ITEMS

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/8 /25

7 C W

\C W

\77

-F

- C

W G;

(R02)

ROCKY MOUNTAIN REGION

FLEETWOOD

STEWARDSHIP

BIGHORN NATIONAL

FOREST

TONGUE RANGER DISTRICT

PROJECT MAP

4/8/2025

DEC

DEC/CDW

CDW

002 011

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/8 /25

7 C W

\C W

\77

-F

- C

W G;

(R02)

ROCKY MOUNTAIN REGION

FLEETWOOD

STEWARDSHIP

BIGHORN NATIONAL

FOREST

TONGUE RANGER DISTRICT

SUMMARY OF

QUANTITIES, PROJECT

STATIONING, PROJECT

NOTES

4/8/2025

DEC/PR

PR/CDW

CDW

003 011

Project Notes

SPECIFICATIONS

The specifications for this contract are contained with the document “STANDARD SPECIFICATION FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS”. Document FP-14 U.S. Customary Units. A copy of these specifications can be obtained by visiting the website: https://flh.fhwa.dot.gov/resources/specs

CONSTRUCTION SIGNS AND TRAFFIC CONTROL

Construction signs will be required on this project and will be in accordance with Manual of Uniform Traffic Control Devices (MUTCD) and at locations agreed to by the CO. A Sign and Traffic Control Plan submittal will be required before construction.

DISPOSAL OF UNSUITABLE MATERIAL

Unsuitable material developed from reconditioning, culvert installation and other activities will be disposed of in the Little Goose Pit located at T53N, R86W, Sec.4, 44° 35' 42.55" N, 107° 13' 23.77" W. The exact location within the pit will be determined by the COR.

STAGING AND CAMPING AREA

Upon written request, camping at dispersed sites along the project roads will be permitted. Other camping and staging areas may be identified at the time of the contract by the CO should the need arise.

CLEARING AND ROAD RECONDITIONING APPROVAL

Clearing will be completed and accepted on identified sections of road before reconditioning is started. Recondition the road to conform to drawings and specifications within this contract.

WATER

The water source for this project will be from the East Fork Creek. If the Purchaser uses this sources, a permit with the State of Wyoming, State Engineer's Office, Water Division, will be required. Permit applications can be found at https://seo.wyo.gov/. Payment for water is indirect to items 20411 and 30315. No separate payment will be made

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RECONDITIONING TYPICAL SECTION WITH DITCH

NOT TO SCALE

RECONDITIONING TYPICAL SECTION WITHOUT DITCH

NOT TO SCALE

INSLOPE, OUTSLOPE, OR CROWN WHEN

SPECIFIED IN THE WORKLIST. OTHERWISE

MAINTAIN EXISTING.

*TOE OF FILL

OR 3' MIN.

ROADSIDE

CLEARING

OUTER LIMITS

*TOP OF CUT

OR 3' MIN.

ROADSIDE

CLEARING

OUTER LIMITS

*TOE OF FILL

OR 3' MIN.

ROADSIDE CLEARING

OUTER LIMITS

*TOP OF CUT

OR 3' MIN.

ROADSIDE CLEARING OUTER

LIMITS

MINIMUM 12' OR

AS SPECIFIED

MINIMUM 12' OR AS SPECIFIED

1V:1H

CUT

SLOPE

1V:1H

CUT

SLOPE

1V:1.5H

FILL

SLOPE

1V:1.5H

FILL

SLOPE

CLEARING AND GRUBBING LIMITS WITHOUT DITCH

NOT TO SCALE

*TOE OF FILL

OR 3' MIN.

ROADSIDE

CLEARING

OUTER LIMITS

*TOP OF CUT

OR 3' MIN.

ROADSIDE

CLEARING

OUTER LIMITS

*TOE OF FILL

OR 3' MIN.

ROADSIDE CLEARING

OUTER LIMITS

*TOP OF CUT OR 3'

MIN

ROADSIDE CLEARING OUTER

LIMITS

VARIES

CLEARING AND GRUBBING LIMITS WITH DITCH

NOT TO SCALE

2' .

E O

F R

E O

F R

M P

E O

F R

M P

E O

F R

M P

L 12" Borrow or Aggregate As Specified On Worklist

12" Borrow or Aggregate As Specified On Worklist

M P

TYPICAL UNCLASSIFIED BORROW SECTION

NOT TO SCALE

ITEM 20411: 12"

UNCLASSIFIED BORROW

WHERE NEEDED

SEE WORKLISTS

ITEM 30315: ROAD

RECONDITIONING

NOTES:

(1) Those stumps that can remain will be cut horizontally and left a maximum of 2" above the ground.

(2) Tops, limbs and stumps will be disposed of in accordance with Supplemental Specification 203.

(3) Limbs shall be removed from trees that are outside of the clearing limits but within 4' of the edge of road. These limbs will be flush cut with the tree and removed to a height of 14' from the roadbed elevation.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/8 /25

7 C W

\C W

\77

-F

- C

W G;

(R02)

ROCKY MOUNTAIN REGION

FLEETWOOD

STEWARDSHIP

BIGHORN NATIONAL

FOREST

TONGUE RANGER DISTRICT

TYPICAL DETAILS

12/11/2024

CDW

004 011

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TYPE 2 OBJECT MARKER,

YELLOW (6"X12"), 1 EACH

SIDE OF EACH POST, 6 TOTAL

2 EACH SIDE OF GATE, 4 TOTAL

14'-0 MIN. - 16'-6 MAX.

MARKER, RED ON WHITE (12"X36")

TYPE 1 BARRICADE

LOCK CLOSED POSTHINGE POST

CL ROAD

NOTES:

1. GOVERNMENT WILL SUPPLY SIGNS. SIGNS WILL MEET THE REQUIREMENTS OF SECTION 633. ALL WORK AND MATERIALS PERTAINS TO SECTION 633 - SIGNS.

2. DRILL 3 8" Ø HOLES AND US 516" BOLTS WITH ANTITHEFT LOCKING NUTS FOR SIGN INSTALLATIONS.

TRAVEL LIMITATION SIGN.

GOVERNMENT FURNISHED

BACKFILL

COMPACTED

LOCK

OPEN POST

CUTBANK OR

OTHER

NATURAL

BARRIER

32" 10" MIN 32" 10" MIN

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/8 /25

7 C W

\C W

\77

-F

- C

W G;

(R02)

ROCKY MOUNTAIN REGION

FLEETWOOD

STEWARDSHIP

BIGHORN NATIONAL

FOREST

TONGUE RANGER DISTRICT

GATE SIGN

INSTALLATION

12/11/2024

CDW

005 011

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A(ft) B(ft) R(ft)

GRADE

LOWBOY LOG TRUCK 4x4 FIRE ENGINE

LENGTH TAPER ROUNDING

0-5 6-9

10-12

LENGTH TAPER ROUNDING LENGTH TAPER ROUNDING

0-5 6-9

10-12

0-5 6-9

30 30 30 50 30 60

2020 25 20 40 20 50

10 - 30

NOTES:

1. CROSS SLOPE OF THE LOW POINT DRAINLINE SHALL BE 5%.

2. SKEW OF DRAINLINE SHALL BE 0-25 DEGREES.

3. WHEN RIPRAP IS SPECIFIED AT OUTLET, IT SHALL BE SHAPED TO

ASSURE WATER GOES ONTO RIPRAP, NOT AROUND.

5. TAPER LENGTHS SHALL BE WITHIN 10% OF LISTED LENGTHS.

6. UNLESS OTHERWISE SPECIFIED DO NOT INTERCEPT THE

ROADWAY DITCH.

7. ALL DRIVABLE DIPS IN THIS PROJECT SHALL BE PER LOG TRUCK

STANDARD.

A(ft) B(ft) R(ft) A(ft) B(ft) R(ft)

B A B

DRAIN DIP PROFILE

EXISTING ROAD PROFILE

DRIVABLE DIP DETAIL

NOT TO SCALE

GRADE

10 - 30

4" M

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/8 /25

7 C W

\C W

\77

-F

- C

W G;

(R02)

ROCKY MOUNTAIN REGION

FLEETWOOD

STEWARDSHIP

BIGHORN NATIONAL

FOREST

TONGUE RANGER DISTRICT

DRIVABLE DIP

12/11/2024

CDW

006 011

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/8 /25

7 C W

\C W

\77

-F

- C

W G;

(R02)

ROCKY MOUNTAIN REGION

FLEETWOOD

STEWARDSHIP

BIGHORN NATIONAL

FOREST

TONGUE RANGER DISTRICT

WORKLIST

ROADS 299 & 308

4/8/2025

PR/DC

CDW

007 011

NFSR #299 WORKLIST

NFSR #308 WORKLIST

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/8 /25

7 C W

\C W

\77

-F

- C

W G;

(R02)

ROCKY MOUNTAIN REGION

FLEETWOOD

STEWARDSHIP

BIGHORN NATIONAL

FOREST

TONGUE RANGER DISTRICT

WORKLIST

ROAD 334313

4/8/2025

PR/DEC

CDW

008 011

NFSR #334313 WORKLIST

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/8 /25

7 C W

\C W

\77

-F

- C

W G;

(R02)

ROCKY MOUNTAIN REGION

FLEETWOOD

STEWARDSHIP

BIGHORN NATIONAL

FOREST

TONGUE RANGER DISTRICT

WORKLIST ROAD 334313

(CONTINUED)

4/8/2025

PR/DEC

CDW

009 011

NFSR #334313 (CONTINUED) WORKLIST

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/8 /25

7 C W

\C W

\77

-F

- C

W G;

(R02)

ROCKY MOUNTAIN REGION

FLEETWOOD

STEWARDSHIP

BIGHORN NATIONAL

FOREST

TONGUE RANGER DISTRICT

WORKLIST ROAD 334313

(CONTINUED)

4/8/2025

PR/DEC

CDW

010 011

NFSR #334313 (CONTINUED) WORKLIST

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/8 /25

7 C W

\C W

\77

-F

- C

W G;

(R02)

ROCKY MOUNTAIN REGION

FLEETWOOD

STEWARDSHIP

BIGHORN NATIONAL

FOREST

TONGUE RANGER DISTRICT

WORKLIST ROAD 334314

4/8/2025

PR/DEC

CDW

011 011

NFSR #334314 (CONTINUED) WORKLIST

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FLEETWOOD STEWARDSHIP

FOREST SERVICE SUPPLEMENTAL

SPECIFICATIONS

Table of Contents Preface

101 - Terms¸ Format¸ and Definitions

101.01 Meaning of Terms

101.03 AbbreviaƟons

101.04 DefiniƟons

102 - Bid¸ Award¸ and Execution of Contract

Delete SecƟon 102

103 - Scope of Work

Delete SubsecƟons 103.02, 103.03, 103.04, 103.05

104 - Control of Work

Delete SubsecƟons 104.01, 104.02, 104.04

104.06 Use of Roads by Contractor

105 - Control of Material

105.05 Use of Material Found in the Work

106 - Acceptance of Work

106.01 Conformity with Contract Requirements

106.02 Visual InspecƟon

107 - Legal Relations and Responsibility to the Public

Delete SubsecƟon 107.05

108 - Prosecution and Progress

Delete SecƟon 108

109 - Measurement and Payment

Delete SubsecƟons 109.06, 109.07, 109.08, 109.09

109.01 Measurement of Work

109.02 Measurement Terms and DefiniƟons

155 - Schedules for Construction Contracts

Delete SecƟon 155

201 - Clearing and Grubbing

SecƟon 201. — CLEARING AND GRUBBING

204 - Excavation and Embankment

SecƟon 204. — EXCAVATION AND EMBANKMENT

303 - Road Reconditioning

SecƟon 303. — ROAD RECONDITIONING

633 - Permanent Traffic Control

633.02 Material

633.03 General

633.05 (a) FabricaƟon

Preface Preface_wo_11_13_2023

Delete all but the first paragraph and add the following:

The Forest Service, US Department of Agriculture has adopted FP-14 for construction of National Forest System Roads.

101 - Terms¸ Format¸ and Definitions 101.01_National_11_9_2016

Add the following paragraph to Subsection 101.01:

101.01 Meaning of Terms.

Delete all references to the TAR (TransportaƟon AcquisiƟon RegulaƟons) in the specificaƟons.

101.03_National_11_9_2016

Add the following to Subsection 101.03:

101.03 AbbreviaƟons.

(a) Acronyms.

AGAR — Agriculture AcquisiƟon RegulaƟons

AFPA — American Forest and Paper AssociaƟon

FSAR — Forest Service AcquisiƟon RegulaƟons

MSHA — Mine Safety and Health AdministraƟon

NESC — NaƟonal Electrical Safety Code

WCLIB — West Coast Lumber InspecƟon Bureau

(f) Miscellaneous unit abbreviaƟons.

MP — milepost locaƟon ppm — parts per million volume

STA staƟon locaƟon

101.04_National_1_22_2020

Make the following changes to Subsection 101.04:

101.04 DefiniƟons.

Delete these definitions and replace the following:

Bid Schedule — The Schedule of Items.

Bridge — A structure, including supports, erected over a depression or an obstrucƟon 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 enƟty contracƟng with the Government for performance of prescribed work. In a Ɵmber sale contract, the contractor is the “Purchaser”.

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

Drawings — (Public Works Contracts) Design sheets or fabricaƟon, erecƟon, or construcƟon details submiƩed to the CO by the Contractor according to FAR Clause 52.236‐21 SpecificaƟons and Drawings for ConstrucƟon. Also refers to submissions and submiƩals.

NoƟce to Proceed — (Public Works Contracts) WriƩen noƟce to the Contractor to begin the contract work.

Right‐of‐Way — A general term denoƟng (1) the privilege to pass over land in some parƟcular 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.

SolicitaƟon—(Public Works Contracts) The complete assembly of documents (whether aƩached or incorporated by reference) furnished to prospecƟve bidders.

Add the following definitions:

Adjustment in Contract Price — “Equitable adjustment,” as used in the Federal AcquisiƟon RegulaƟons, or

“construcƟon cost adjustment,” as used in the Timber Sale Contract, as applicable.

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

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

Agriculture.

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

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

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

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

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

Shop Drawings — (Timber and Stewardship Contracts) Referred to as “Drawings” in FP‐14, include drawings, diagrams, layouts, schemaƟcs, descripƟve literature, illustraƟons, lists or tables, performance and test data, and similar materials furnished by Purchaser to explain in detail specific porƟons of the work required by the contract.

UƟlizaƟon Standards —

The minimum size and percent soundness of trees described in Public Works contract specificaƟons or Timber

Sale and IRTC contract provisions to determine merchantable Ɵmber.

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

Figure 101‐1—IllustraƟon of road structure terms.

102 - Bid¸ Award¸ and Execution of Contract 102.00_National_11_9_2016

Delete Section 102 in its entirety.

Delete SecƟon 102.

103 - Scope of Work 103.00_National_11_9_2016

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

Delete SubsecƟons 103.02, 103.03, 103.04, 103.05.

104 - Control of Work 104.00_National_11_9_2016

Delete Subsections 104.01, 104.02, and 104.04.

Delete SubsecƟons 104.01, 104.02, 104.04.

104.06_National_11_9_2016

Add the following to Subsection 104.06:

104.06 Use of Roads by Contractor.

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

105 - Control of Material 105.05_National_6_29_2020

105.05 Use of Material Found in the Work.

Delete 105.05 (a) and (b) and the last sentence of the second paragraph and subsƟtute the following:

Materials produced or processed from Government lands in excess of the quanƟƟes required for performance of this contract are the property of the Government. Place excess material safely at government‐approved locaƟon, at no addiƟonal cost to government.

106 - Acceptance of Work 106.01_National_7_18_2017

Delete Subsection 106.01 and replace with the following:

106.01 Conformity with Contract Requirements.

Follow the requirements of FAR Clause 52.246‐12 InspecƟon of ConstrucƟon.

References to standard test methods of AASHTO, ASTM, GSA, and other recognized standard authoriƟes refer to the methods in effect on the date of solicitaƟon for bids.

Perform all work to the lines, grades, cross‐secƟons, dimensions, and processes or material requirements shown on the plans or specified in the contract.

Incorporate manufactured materials into the work according to the manufacturer’s recommendaƟons or to these specificaƟons, whichever is more strict.

Plan dimensions and contract specificaƟon values are the values to be strived for and complied with as the design values from which any deviaƟons are allowed. Perform work and provide material that is uniform in character and reasonably close to the prescribed value or within the specified tolerance range. The purpose of a tolerance range is to accommodate occasional minor variaƟons from the median zone that are unavoidable for pracƟcal reasons.

When standard manufactured items are specified (such as fence, wire, plates, rolled shapes, pipe conduits, etc., that are idenƟfied by gauge, unit mass, secƟon dimensions, etc.), the idenƟficaƟon will be considered to be nominal masses or dimensions. Unless specific contract tolerances are noted, established manufacturing tolerances will be accepted.

The Government may inspect, sample, or test all work at any Ɵme before final acceptance of the project. When the Government tests work, copies of test reports are furnished to the Contractor upon request. Government tests may or may not be performed at the work site. If Contractor tesƟng and inspecƟon is verified by the

Government, the Contractor’s results may be used by the Government to evaluate work for acceptance. Do not rely on the availability of Government test results for process control.

Acceptable work conforming to the contract will be paid for at the contract unit bid price. Four methods of determining conformity and accepƟng work are described in SubsecƟons 106.02 to 106.05 inclusive. The primary method of acceptance is specified in each SecƟon of work. However, work may be rejected at any Ɵme it is found by any of the methods not to comply with the contract.

Remove, repair, or replace work that does not conform to the contract, or to prevailing industry standards where no specific contract requirements are noted. Removing, repairing, or replacing work; providing temporary traffic control; and any other related work to accomplish conformity will be at no cost to the Government.

(a) DispuƟng Government test results. If the accuracy of Government test results is disputed, promptly inform the CO. If the dispute is unresolved aŌer reasonable steps are taken to resolve the dispute, further evaluaƟon may be obtained by wriƩen request. Include a narraƟve describing the dispute and a proposed resoluƟon protocol that addresses the following:

1. Sampling method;

2. Number of samples;

3. Sample transport;

4. Test procedures;

5. Testing laboratories;

6. Reporting;

7. Estimated time and costs; and

8. Validation process.

If the evaluaƟon requires addiƟonal sampling or tesƟng be performed, mutually agree with the Government on witnessing procedures and on sampling and tesƟng by a third party laboratory. Use a third party laboratory accredited by the AASHTO accreditaƟon program. Provide proof of the laboratory’s accreditaƟon for the test procedures to be used. Do not use the same laboratory that produced the disputed Government test results or that produced the test results used as a basis for the dispute.

The CO will review the proposed resoluƟon protocol and may modify it before final approval and execuƟon.

The Government will use the approved resoluƟon protocol test results to determine the validity of the disputed tesƟng. If the Government test results are validated, the Contractor will be responsible for all costs associated with developing and performing the resoluƟon protocol. If the Government test results are not validated, the

Government will be responsible for all costs associated with developing and performing the resoluƟon protocol.

If the validity of the Government test results cannot be determined, the Contractor and Government will equally share all costs associated with developing and carrying out the resoluƟon protocol.

(b) AlternaƟves to removing and replacing non‐conforming work. As an alternaƟve to removal and replacement, the Contractor may submit a wriƩen request to:

1. Have the work accepted at a reduced price; or

2. Be given permission to perform corrective measures to bring the work into conformity.

The request must contain supporƟng raƟonale and documentaƟon. Include references or data jusƟfying the proposal based on an evaluaƟon of test results, effect on service life, value of material or work, quality, aestheƟcs, and other tangible engineering basis. The CO will determine disposiƟon of the nonconforming work.

106.02_National_11_9_2016

Delete Subsection 106.02 and replace with the following:

106.02 Visual InspecƟon.

Acceptance is based on visual inspecƟon of the work for compliance with the specific contract requirements. Use prevailing industry standards in the absence of specific contract requirements or tolerances.

107 - Legal Relations and Responsibility to the Public 107.05_National_7_18_2017

Delete Subsection 107.05.

Delete SubsecƟon 107.05.

108 - Prosecution and Progress 108.00_National_11_9_2016

Delete Section 108 in its entirety.

Delete SecƟon 108.

109 - Measurement and Payment 109.00_National_11_9_2016

Delete Subsections 109.06, 109.07, 109.08, and 109.09:

Delete SubsecƟons 109.06, 109.07, 109.08, 109.09.

109.01_National_2_22_2019

Delete the third paragraph and Table 109-1 of Subsection 109.01 and replace with the following:

109.01 Measurement of Work.

Take measurements as described in SubsecƟon 109.02 unless otherwise modified by the Measurement

SubsecƟon of the secƟon controlling the work being performed. Table 109‐1 indicates the accuracy required for quanƟƟes of the various pay units used in the Schedule of Items. Use this guide to determine the decimal placement in the final payment.

Table 109‐1

Decimal Accuracy of QuanƟƟes for Final Payment

Pay Item Level of Precision Linear Foot 1

Exception--Timber, Steel, and concrete Piles 0.1 Station 0.1 Mile 0.01 Square Foot 0.1 Square Yard 0.1 Each 1 Acre 0.01 Gallon 1 M-Gals. 0.1 Cubic Yard 1

Exception--Structure Excavation; Sheathing Materials; Bedding, Bed Course, and Backfill Materials; Gabions;

0.1

Exception--Concrete; Masonry 0.01 Pound 1 Ton 0.1

Exception--Calcium Chloride;

Sodium Chloride; Hydrated Lime;

Bituminous Materials; Pavements;

Bed Course Materials

0.01

Hour 0.1

MFBM 0.01

Station Yard 1 Cubic Yard Mile 1 Ton Mile 1

109.02_National_11_9_2016

Add the following sentence to Subsection 109.02(b):

109.02 Measurement Terms and DefiniƟons.

(b) Contract quanƟty.

Contract quanƟƟes will be adjusted only when there are errors in the original design of 15% or more.

155 - Schedules for Construction Contracts 155.00_National_11_9_2016

Delete Section 155 in its entirety.

Delete SecƟon 155.

201 - Clearing and Grubbing 201.00_Forest_1_2_2020

Delete Section 201 in its entirety and replace with the following.

SecƟon 201. — CLEARING AND GRUBBING DescripƟon

201.01 This work consists of clearing and grubbing within the clearing limits designated in the plans.

Material

201.02 Conform to the following Subsection:

Backfill material 704.03

ConstrucƟon Requirements

201.03 General. Construct erosion control measures according to SecƟon 157. Perform work within designated limits.

Do not damage vegetaƟon designated to remain. If damage occurs, repair or replace the vegetaƟon in an acceptable manner. Where possible, preserve vegetaƟon adjacent to bodies of water. Treat cuts or scarred surfaces of trees and shrubs with tree wound dressing.

201.04 Clearing. Within the clearing limits clear trees, brush, and other vegetation as follows:

(a) Cut trees so they fall within the clearing limits;

(b) In areas of cut slope rounding, cut stumps flush with or below the finished ground line;

(c) In areas outside the excavation, embankment, and slope rounding limits, cut stumps to within 6 inches of the ground; and

(d) Trim tree branches that extend over the road surface and shoulders to attain a clear height of 14 feet. Trim tree limbs as near flush with the trunk as practicable.

201.05 Grubbing. Grub deep enough to remove stumps, roots, buried logs, moss, turf, or other vegetative matter as follows:

(a) Grub areas to be excavated, accept for cut slope rounding areas;

(b) Grub embankment areas. Undisturbed stumps less than 24 inches in diameter may be left in place if they protrude less than 6 inches above the original ground and will be covered with more than 48 inches of embankment. Remove all other stumps;

(d) Backfill stump holes and other grubbing holes with backfill material to the level of the surrounding ground according to Subsection 209.09. Compact backfill according to Subsection 209.10; and

(e) Utilization standards for merchantable timber are listed below. Fall and buck merchantable material into lengths not to exceed 40 feet. Pieces (logs) meet utilization standards when such pieces would have met Utilization Standards if bucking lengths were varied to include such material.

Minimum Utilization Standards

Length = 16 feet.

Diameter (Inside Bark) at small end = 7 inches

33‐1/3 Net Scale in % Gross for Sawlog

201.06 Disposal. Dispose of merchantable Ɵmber designated for removal according to the provisions of the

Ɵmber sale contract. Dispose of clearing and grubbing debris according to SubsecƟon 203.05.

201.07 Acceptance. Clearing and grubbing will be evaluated under Subsection 106.02.

Material for tree wound dressing will be evaluated under Subsection 106.03.

Backfilling and compacting of stumps and grubbing holes will be evaluated under Section 209.

Measurement

201.08 Measure the Section 201 pay items listed in the bid schedule according to Subsection 109.02 and the following as applicable:

Do not make deductions from the area computation unless excluded areas are shown on the plans.

Do not measure clearing and grubbing of borrow sources.

Payment

201.09 The accepted quantities will be paid at the contract price per unit of measurement for the Section 201 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See

Subsection 109.05.

204 - Excavation and Embankment 204.00_National_11_4_2016

Delete Section 204 in its entirety and replace with the following.

SecƟon 204. — EXCAVATION AND EMBANKMENT DescripƟon

204.01 This work consists of excavating material and constructing embankments. This work also includes furnishing, hauling, stockpiling, placing, disposing, sloping, shaping, compacting, and finishing earthen and rocky material.

204.02 DefiniƟons.

(a) ExcavaƟon. Excavation consists of the following:

(1) Roadway excavaƟon. Material excavated from within the right‐of‐way or easement areas, except subexcavaƟon covered in SubsecƟon 204.02(a)(2) and structure excavaƟon covered in SecƟons 208 and

209. Roadway excavaƟon includes all material encountered regardless of its nature or characterisƟcs.

(2) SubexcavaƟon. Material excavated from below subgrade elevaƟon in cut secƟons or from below the original ground‐line in embankment secƟons. SubexcavaƟon excludes the work required by SubsecƟon

204.05 or 204.06.

(3) Borrow excavaƟon. Material used for embankment construcƟon that is obtained from outside the roadway prism. Borrow excavaƟon includes unclassified borrow, and topping.

(b) Embankment construcƟon. Embankment construction consists of placing and compacting roadway or borrow excavation. This work includes:

(1) Preparing foundaƟon for embankment;

(2) ConstrucƟng roadway embankments;

(3) Benching for side‐hill embankments;

(4) ConstrucƟng dikes, ramps, mounds, and berms; and

(5) Backfilling subexcavated areas, holes, pits, and other depressions.

(c) Conserved topsoil. Excavated material conserved from the roadway excavation and embankment foundation areas that is suitable for growth of grass, cover crops, or native vegetation.

(d) Waste. Excess and unsuitable roadway excavation and subexcavation that cannot be used.

Material

204.03 Conform to the following Subsections:

Topping 704.05

Unclassified borrow 704.06

Water 725.01(c)

ConstrucƟon Requirements

204.04 PreparaƟon for Roadway ExcavaƟon and Embankment ConstrucƟon. Clear the area of vegetaƟon and obstrucƟons according to SecƟons 201 and 203.

Road pioneering, slash disposal, and grubbing of stumps may proceed concurrently with excavaƟon and embankment. Maintain drainage during pioneering operaƟons.

204.05 Conserved Topsoil. When designated, conserve topsoil from roadway excavation and embankment foundation areas. Stockpile conserved topsoil in low windrows immediately beyond the rounding limits of cut and embankment slopes or in other approved locations. Separate conserved topsoil from other excavated material.

When designated, place conserved topsoil on completed slopes according to Section 624.

204.06 Roadway ExcavaƟon. Excavate as follows:

(a) Rock cuts. Blast rock according to Section 205. Excavate rock cuts to 6 inches (150 millimeters) below subgrade within the roadbed limits. Backfill to subgrade with topping or other suitable material. Compact the material according to Subsection 204.11.

(b) Earth cuts. Scarify earth cuts to 6 inches (150 millimeters) below subgrade within the roadbed limits.

Compact the scarified material according to Subsection 204.11.

201 will not be incorporated into the roadway unless specified in the slash treatment method. Maintain drainage during pioneering operaƟons.

Remove snow and ice in advance of the work and deposit beyond the roadway limits in a manner that will not waste material or generate sediment. Do not incorporate snow and ice into embankments. Place snow or ice in a manner to prevent resource damage.

(d) Drainage Feature. Drainage feature includes construcƟon of all ditches, minor channel changes, drainage dips, catch basins, surface water deflectors, and other minor drainage structures. Compact the material according to SubsecƟon 204.11. Excavate on a uniform grade between control points.

Do not disturb material and vegetation outside the construction limits. Retrieve material deposited outside the construction limits. Dispose of unsuitable or excess excavation material according to Subsection 204.14. Replace shortage of suitable material caused by premature disposal of roadway excavation.

Shape to drain and compact the work area to a uniform cross‐section at the end of each day's operations.

204.07 SubexcavaƟon. Excavate material to the required limits. Dispose of unsuitable material according to

SubsecƟon 204.14. Take cross‐secƟons according to SecƟon 152. Backfill subexcavated area with suitable material in horizontal layers not exceeding 12 inches (300 millimeters) in compacted thickness and compact according to SubsecƟon 204.11. Prevent unsuitable material from mixing with suitable backfill material.

204.08 Borrow ExcavaƟon. Use suitable roadway excavation in embankment construction. Do not use borrow excavation when it results in excess roadway excavation. Deduct excess borrow excavation from the total borrow excavation quantity.

Obtain borrow source approval according to Subsection 105.02. Develop and restore borrow sources according to

Subsections 105.03 and 105.06. Do not excavate beyond the established limits. When applicable, shape the borrow source to permit accurate measurements when excavation is complete.

204.09 Preparing FoundaƟon for Embankment ConstrucƟon. Prepare foundation for embankment construction as follows:

(a) Embankment over natural ground. Remove topsoil and break up the ground surface to a minimum depth of 6 inches (150 millimeters) by plowing or scarifying. Compact the ground surface according to Subsection

204.11.

(b) Embankments over an exisƟng asphalt, concrete, or gravel road surface. Scarify gravel roads to a minimum depth of 6 inches (150 millimeters). Scarify or pulverize asphalt and concrete roads to 6 inches (150 millimeters) below the pavement. Reduce particles to a maximum size of 6 inches (150 millimeters) and produce a uniform material. Compact the surface according to Subsection 204.11.

(c) Embankment across ground not capable of supporƟng equipment. Dump successive loads of embankment material in a uniformly distributed layer to construct the lower portion of the embankment. Limit the layer thickness to the minimum depth necessary to support the equipment.

(d) Embankment on an exisƟng slope steeper than 1V:3H. Cut horizontal steps in the existing slope to a sufficient width to accommodate placement and compaction operations and equipment. Step the slope as the embankment is placed and compacted in layers. Begin each step at the intersection of the original ground and the vertical cut of the previous step.

204.10 Embankment ConstrucƟon. Incorporate only suitable roadway excavation material into the embankment.

When the supply of suitable roadway excavation is exhausted, furnish unclassified borrow to complete the embankment. Obtain written approval before beginning construction of embankments over 6 feet (2 meters) high at subgrade centerline. Construct embankments as follows:

(a) General. At the end of each day's operations, shape to drain and compact the embankment surface to a uniform cross‐section. Eliminate ruts and low spots that could hold water.

During all stages of construction, route and distribute hauling and leveling equipment over the width and length of each layer of material.

Compact embankment side slopes with a tamping foot roller, by walking with a dozer, or by over‐building the fill and then removing excess material to the final slope line. For slopes 1V:1¾H or steeper, compact the slopes as embankment construction progresses.

(b) Embankment within the roadway prism. Place embankment material in horizontal layers not exceeding 12 inches (300 millimeters) in compacted thickness. Incorporate oversize boulders or rock fragments into the 12‐ inch (300‐millimeter) layers by reducing them in size or placing them individually as required below. Compact each layer according to Subsection 204.11 before placing the next layer.

Material composed predominately of boulders or rock fragments too large for 12‐inch (300‐millimeter) layers may be placed in layers up to 24 inches (600 millimeters) thick. Incorporate oversize boulders or rock fragments into the 24‐inch (600‐millimeter) layer by reducing them in size or placing individual rock fragments and boulders greater than 24 inches (600 millimeters) in diameter as follows:

(1) Reduce rock to less than 48 inches (1200 millimeters) in the largest dimension;

(2) Distribute rock within the embankment to prevent nesƟng;

(3) Place layers of embankment material around each rock to a depth not greater than that permiƩed above. Fill voids between rocks; and

(4) Compact each layer according to SubsecƟon 204.11(a) before placing the next layer.

(c) Embankment outside of roadway prism. When placing embankment outside the staked roadway prism, place material in horizontal layers not exceeding 24 inches (600 millimeters) in compacted thickness. Compact each layer according to Subsection 204.11.

204.11 CompacƟon. Compact the embankment using one of the following methods as specified.

(a) Placement Method 1. Use AASHTO T 27 to determine the quantity of material retained on a No. 4 (4.75‐ millimeter) sieve. Compact as follows:

(1) More than 80 percent retained on a No. 4 (4.75‐millimeter) sieve. Adjust the moisture content to a level suitable for compaction. Fill the interstices around rock with earth or other fine material as practical.

Use compression‐type rollers at speeds less than 6 feet (1.8 meters) per second and vibratory rollers at speeds less than 3 feet (1 meter) per second. Compact each layer of material full width with one of the following and until there is no visible evidence of further consolidation:

(a) Four roller passes of a vibratory roller having a minimum dynamic force of 40,000 pounds (180 kilonewtons) impact per vibraƟon and a minimum frequency of 1000 vibraƟons per minute;

(b) Eight roller passes of a 20‐ton (20‐metric ton) compression‐type roller; or

(c) Eight roller passes of a vibratory roller having a minimum dynamic force of 30,000 pounds (130 kilonewtons) impact per vibraƟon and a minimum frequency of 1000 vibraƟons per minute.

Increase the compactive effort for layers deeper than 12 inches (300 millimeters) as follows:

For each addiƟonal 6 inches (150 millimeters) or fracƟon thereof, increase the number of roller passes in SubsecƟon 204.11(a)(1)(a), by four passes; or

For each addiƟonal 6 inches (150 millimeters) or fracƟon thereof, increase the number of roller passes in SubsecƟon 204.11(a)(1)(b) and (c), by eight passes.

(2) 50 to 80 percent retained on a No. 4 (4.75‐millimeter) sieve. Classify the material according to AASHTO M 145. Adjust the moisture content of material classified A‐1 through A‐5 to a moisture content suitable for compaction. Adjust the moisture content of material classified A‐6 and A‐7 to within 2 percent of the optimum moisture content. Use AASHTO T 99 to determine the optimum moisture content of the portion of the material passing a No. 4 (4.75‐millimeter) sieve. Multiply this number by the percentage of material passing a No. 4 (4.75‐millimeter) sieve, and add 2 percent to determine the optimum moisture content of the material.

Use nonvibratory rollers at speeds less than 6 feet (1.8 meters) per second and vibratory rollers at speeds less than 3 feet(1 meter) per second. Compact each layer of material full width according to Subsection

204.11(a)(1).

(3) Less than 50 percent retained on a No. 4 (4.75‐millimeter) sieve. Classify the material according to AASHTO M 145. For material classified A‐1 or A‐2‐4, determine the maximum density according to AASHTO T 99, Method C.

Adjust the moisture content of material classified A‐1 through A‐5 to a moisture content suitable for compaction. Adjust the moisture content of material classified A‐6 and A‐7 to within 2 percent of the optimum moisture content.

Use compression‐type or vibratory rollers. Compact each layer of material full width to at least 95 percent of the maximum density. Determine the in‐place density and moisture content according to AASHTO T 310 or other approved test procedures. When required, use AASHTO T 224 to correct for coarse particles.

(b) Placement Method 2. Adjust the moisture content of the material to a moisture content suitable for compacƟon. Fill the intersƟces around rock with earth or other fine material as pracƟcal. Operate roller compacƟon equipment over the full width of each layer unƟl there is no visible evidence of further consolidaƟon or, if when a sheepsfoot roller is used, the roller “walks out” of the layer. Make at least three complete passes.

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File details come from the government source that posted it. Updated Jul 15, 2026.