5. BMW Helio_IRSC_Appendix D_Road Package_Revised.pdf

Updated by J.Kempff 03/10/2023

APPENDIX D

BMW Helio Stewardship IRSC

ROAD PACKAGE - TABLE OF CONTENTS

Item Description Number of Pages Table of Contents 1

Road Reconstruction Plans 15 Specification List for Roads 1

FS Supplemental Specifications 35

JONATHAN KEMPFF

Digitally signed by JONATHAN

KEMPFF

Date: 2023.03.13 11:30:01 -06'00'

Digitally signed by COREY LEWELLEN Date: 2023.03.15 12:08:03 -06'00'

Digitally signed by JEFFERSON FRADY Date: 2023.03.14 07:19:20 -06'00'

MARY ERICKSON Digitally signed by MARY ERICKSON Date: 2023.03.27 16:11:58 -06'00'

P705

P705

P705

P705F

P705F

Nash Road

S o u r d o u g h

South 19th Avenue

Sourdough Trailhead

Gate Closed Yearlong to Motorized Public Uses

6212H

L e v e r i c h

C a n y o n

R o a d

B o z e m a n

M

T m i l e s

H y a l i t e

C a n y o n

R d

S o u t h r d

A v e n u e

6212H

Gate Closed

Yearlong to Motorized

Public Uses

Gate Closed

Dec 2 - Jun 15 to Motorized

Public Uses

Gate Closed

April 1 - May 15 to Motorized

Public Uses

Moser Creek

Staging Area

R o a d

Canyon

Nash Road

BMW Helio Stewardship IRSC

6212H

Forest System Haul Routes with

Road Reconstruction this Contract

Forest System Haul Routes without

Road Reconstruction this Contract

Other Routes

Public State, County, & City Roads

S o u t h t h

A v e n u e

Leverich Canyon

Trailhead

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

BOZEMAN RANGER DISTRICT

CUSTER GALLATIN NATIONAL FOREST

BMW HELIO STEWARDSHIP IRSC

NORTHERN REGION

REGION 1 PROJECT AREA MAP

3/10/2023 J.KEMPFF P.FRADY 2

National Forest System Roads this Contract

Haul Routes with Reconstruction

#979 Bozeman Creek 0.67 mi.

#P705 Liebmann Ranch 1.93 mi.

#P705 - F Liebmann Ranch F-Spur 0.52 mi.

#6212 - H Diaperline H-Spur 1.41 mi.

#6212 Diaperline 1.00 mi

#6210 Moser Jumpoff 3.77 mi

Haul Routes without Reconstruction

#62 Hyalite Canyon 5.12 mi.

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

BOZEMAN RANGER DISTRICT

CUSTER GALLATIN NATIONAL FOREST

BMW HELIO STEWARDSHIP IRSC

NORTHERN REGION

REGION 1 SUMMARY OF QUANTITIES &

GENERAL NOTES

3/10/2023 J.KEMPFF P.FRADY 3

GENERAL NOTES:

1) ITEM 15202 CONSTRUCTION SURVEY AND STAKING -

A PRELIMINARY SURVEY LINE (P-LINE) HAS BEEN

ESTABLISHED BY THE GOVERNMENT AND STAKED

ON THE GROUND IN 2020.

2) TIMING RESTRICTIONS AND DEWATERING

RESTRICTIONS MAY APPLY TO WORK IN STREAM

CHANNELS. THE GOVERNMENT SHALL BE

RESPONSIBLE FOR OBTAINING PERMITS REQUIRED

FOR WORK IN STREAMS, AS NECESSARY.

3) TRAFFIC CONTROL IS THE RESPONSIBILITY OF THE

CONTRACTOR. SEE B6.33 FOR PROJECT SPECIFIC

TRAFFIC CONTROL REQUIREMENTS.

4) CONSERVE ROCK FROM CULVERT EXCAVATIONS

AND PLACE AS RIPRAP ARMORING AT THE INLETS

AND OUTLETS OF DRAINAGE FEATURES. UNLESS

RIP RAP QUANTITIES ARE SPECIFIED THIS WORK IS

CONSIDERED INDIRECT TO THE DRAINAGE FEATURE

AND NOT MEASURED FOR PAYMENT.

5) ITEMS 204 AND 303 - UNLESS OTHERWISE

SPECIFIED DISPOSE OF UNSUITABLE OR EXCESS

MATERIAL ALONG ADJACENT FILL SLOPES.

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DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

BOZEMAN RANGER DISTRICT

CUSTER GALLATIN NATIONAL FOREST

BMW HELIO STEWARDSHP IRSC

NORTHERN REGION

REGION 1 TYPICAL SECTIONS

3/10/2023 J.KEMPFF P.FRADY 4

C

L

RECONSTRUCTION TYPICAL SECTION WITH DITCH

NOT TO SCALE

INSLOPE, OUTSLOPE, OR CROWN WHEN

SPECIFIED IN THE WORKLIST. OTHERWISE

MAINTAIN EXISTING.

5'

ROADSIDE CLEARING

OUTER LIMITS

CLEARING HEIGHT

ABOVE ROADBED = 12'

ROADSIDE CLEARING

OUTER LIMITS

ROAD 979 - ALL

ROAD 6212-H - ALL

ROAD 6210 - MP 0.05 to MP 3.01

12'

TURNOUTS ADD 10'

C

L

RECONSTRUCTION TYPICAL SECTION WITHOUT DITCH

NOT TO SCALE

INSLOPE, OUTSLOPE, OR CROWN WHEN

SPECIFIED IN THE WORKLIST. OTHERWISE

MAINTAIN EXISTING.

5'

ROADSIDE CLEARING

OUTER LIMITS

CLEARING HEIGHT

ABOVE ROADBED = 12'

5'

ROADSIDE CLEARING

OUTER LIMITS

ROAD P705 - ALL

ROAD P705-F - ALL

ROAD 6212 - ALL

ROAD 6210 - MP 3.01 to MP 3.77

12'

TURNOUTS ADD 10'

3'

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

BOZEMAN RANGER DISTRICT

CUSTER GALLATIN NATIONAL FOREST

BMW HELIO STEWARDSHIP IRSC

NORTHERN REGION

REGION 1 WORKLISTS P705 & P705-F

3/10/2023 J.KEMPFF P.FRADY 5

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

BOZEMAN RANGER DISTRICT

CUSTER GALLATIN NATIONAL FOREST

BMW HELIO STEWARDSHIP IRSC

NORTHERN REGION

REGION 1 WORKLIST 979

3/10/2023 J. KEMPFF P. FRADY 6

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

BOZEMAN RANGER DISTRICT

CUSTER GALLATIN NATIONAL FOREST

BMW HELIO STEWARDSHIP IRSC

NORTHERN REGION

REGION 1 WORKLIST 6212-H & 6212

3/10/2023 J. KEMPFF P. FRADY 7

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

BOZEMAN RANGER DISTRICT

CUSTER GALLATIN NATIONAL FOREST

BMW HELIO STEWARDSHIP IRSC

NORTHERN REGION

REGION 1 WORKLIST 6210

3/10/2023 J. KEMPFF P. FRADY 8

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J-Hole Embankment

1.5:1 Fillslope

J-Hole Excavation

1:1 Backslope

25' Radius

12' - 14'

18'

Length with Taper = 50'

Length with Full Depth = 25'

Full Depth = 8'

30'

Approximate Excavation

10% Sideslope = 50 CY

20% Sideslope = 100 CY

30% Sideslope = 200 CY

J-HOLE TURNAROUND

No Scale

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

BOZEMAN RANGER DISTRICT

CUSTER GALLATIN NATIONAL FOREST

BMW Helio Stewardship RTSC

NORTHERN REGION

REGION 1 J-HOLE TURNAROUND DETAILS

3/10/2023 J.KEMPFF P.FRADY 9

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

BOZEMAN RANGER DISTRICT

CUSTER GALLATIN NATIONAL FOREST

BMW HELIO STEWARDSHIP IRSC

NORTHERN REGION

REGION 1 TURNOUT DETAIL

3/10/2023 J. KEMPFF P. FRADY 10

25' 50' 25'

TOL = TURNOUT LEFT

25' 50' 25'

TOR = TURNOUT RIGHT

25' 50' 25'

STO = SPLIT TURNOUT

T

O

N O

R M

A L

R O

A D

W

I D

T H

TURNOUT DETAIL

NOT TO SCALE

CENTERLINE ROAD

EDGE OF ROAD

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1.5 X PIPE DIA.

OR 2' MIN.

OUTLET DRAIN TO

NATURAL GROUND.

INSTALL ENERGY

DISSIPATER OR OUTLET

DITCH WHEN

SPECIFIED.

CULVERT WITH CATCH BASIN DETAIL

NOT TO SCALE

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

BOZEMAN RANGER DISTRICT

CUSTER GALLATIN NATIONAL FOREST

BMW HELIO STEWARDSHIP IRSC

NORTHERN REGION

REGION 1 CULVERT WITH CATCH

BASIN DETAIL

3/10/2023 J. KEMPFF P. FRADY 11

MINIMUM COVER PER

MANUFACTURER'S

SPECIFICATIONS

ROAD FINISHED GRADE

5% MINIMUM

CULVERT GRADE

EXISTING GROUND

EXISTING DITCH

CUT SLOPE

CATCH BASIN

CUT SLOPE

V

H

X

H

H

SKEW DIAGRAM

NOT TO SCALE

OUTLINE OF CUT SLOPE

RIPRAP WHEN SPECIFIED.

SEE DETAIL THIS SHEET

SEE CATCH BASIN DETAIL ON SHEET 12

FOR ADDITIONAL INFORMATION

ROAD C

AHEAD STATION

SKEW 120°

SKEW 60°

L

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CATCH BASIN DETAIL

NOT TO SCALE

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

BOZEMAN RANGER DISTRICT

CUSTER GALLATIN NATIONAL FOREST

BMW HELIO STEWARDSHIP IRSC

NORTHERN REGION

REGION 1 CATCH BASIN DETAIL

3/10/2023 J. KEMPFF P. FRADY 12

PLAN VIEW

SUBGRADE

SHOULDER

TOP OF CUT

CULVERT

NORMAL DITCH LINE

DITCH DAM

NATIVE.

(20' MIN.)

TOP OF CUT

SECTION A-A

CATCH BASIN ELEVATION

1.5 x DIA.

CULVERT

SUBGRADE

D I A

A

A

H

V

24"

DIA.

CULVERT

SUBGRADE

H

V

DITCH DAM

NATIVE MATERIAL

INSTALL RIPRAP WHEN SPECIFIED

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OUTLET DITCH

NOT TO SCALE

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

BOZEMAN RANGER DISTRICT

CUSTER GALLATIN NATIONAL FOREST

BMW HELIO STEWARSHIP IRSC

NORTHERN REGION

REGION 1 OUTLET DITCH DETAIL

3/10/2023 J.KEMPFF P. FRADY 13

A

A

ROAD SURFACE

CULVERT

EXISTING GROUND

D

IT

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SECTION ALONG CENTERLINE CULVERT/OUTLET DITCH

SECTION A-A

CULVERT

DIA.

H

H

EXCAVATED MATERIAL

FROM DITCH SECTION.

SEE NOTE THIS SHEET

CULVERT

EXISTING GROUND

NOTES:

1. DITCH AND BERM SHALL BE SEEDED

2. MATERIAL SHALL BE DEPOSITED

UNIFORMLY ON BOTH SIDES OF DITCH

3. INSTALL RIPRAP WHERE SPECIFIED

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SHEET

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

BOZEMAN RANGER DISTRICT

CUSTER GALLATIN NATIONAL FOREST

BMW HELIO STEWARDSHIP IRSC

NORTHERN REGION

REGION 1 DRAIN DIP DETAIL

3/10/2023 J.KEMPFF P. FRADY 14

TYPE II

LENGTH TAPER ROUNDING

0-5

6-9

10-12

2020 25

20 40

20 50

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.

4. RIPRAP TOP ELEVATION SHALL BE AT TOP OF FINISHED OUTLET

GRADE, NOT SUBGRADE.

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

6. UNLESS OTHERWISE SPECIFIED DO NOT INTERCEPT THE

ROADWAY DITCH.

7. ARMORED DRAIN DIP WILL REQUIRE 10 CY OF AGGREGATE FOR

SINGLE LANE ROADS.

A(ft)

B(ft) R(ft)

B A B

R

R

DRAIN DIP PROFILE

EXISTING ROAD PROFILE

DRAIN DIP

NOT TO SCALE

GRADE

M

I N

6-INCH LIFT OF 2.5" MINUS ROAD MIX

AGGREGATE FSSS 703-2 GRADING A

(WHERE "ARMORED" SPECIFIED IN

WORKLIST)

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N t u r l

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Existing Roadway to be Obliterated

· Natural Ground Sideslope 50% to 60%

· Common Material

· 14' wide roadbed

· 1:1 to

:1 Backslope

· 1.5:1 Fillslope

Final Obliterated Roadway

Preparation

· Place certified weed-free straw mulch on all prepared ground at a rate of 1000# per acre provided by the Contractor

· Hand-seed at 20# per acre with seed provided by the Contractor. The seed-mix will be provided by the Forest Service when requested.

Obliteration Method 1

· Refer to FP-14, 211 - Roadway Obliteration

· Set aside any vegetation material prior to grading

· Grading expected from 60% to 80% of original natural ground - Transition edges

· Place set-aside vegetation or nearby accessible ground debris on graded slopes in a method to minimize soil erosion

Approximate Quantities

Obliteration Excavation - 5000 CY per mile

Seeding and mulching - 2.4 acres per mile

ROADWAY OBLITERATION DETAILS

NO SCALE

DWG SHEET NO.

OF

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

BOZEMAN RANGER DISTRICT

CUSTER GALLATIN NATIONAL FOREST

BMW HELIO STEWARDSHIP RTSC

NORTHERN REGION

REGION 1 ROAD OBLITERATION

DETAILS

3/10/2023 J.KEMPFF P.FRADY 15

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Contract:

BMW HELIO

STEWARDSHIP

IRSC

Road Number P705 P705-F 979 6212-H 6212 6210 P705-F

Date Prepared: 3/10/2023 Reconstruction (R) or Construction (C)

R R R R R R Decom

Revision Date Parent 101 2014 X X X X X X X Supplemental 101.01 1/13/2020 X X X X X X X Supplemental 101.01 1/13/2020 X X X X X X X Supplemental 101.03 1/13/2020 X X X X X X X Supplemental 101.04 1/13/2020 X X X X X X X Supplemental 102 1/13/2020 X X X X X X X Parent 103 2014 X X X X X X X Supplemental 103 1/13/2020 X X X X X X X Parent 104 2014 X X X X X X X Supplemental 104.01, 104.02, 1/13/2020 X X X X X X X Supplemental 104.03 1/13/2020 X X X X X X X Supplemental 104.06 1/13/2020 X X X X X X X Parent 106 2014 X X X X X X X Supplemental 106.01 1/13/2020 X X X X X X X Supplemental 106.02 1/13/2020 X X X X X X X Supplemental 106.07 1/13/2020 X X X X X X X Parent 107 2014 X X X X X X X Supplemental 107.05 1/13/2020 X X X X X X X Supplemental 107.08 1/13/2020 X X X X X X X Supplemental 108 1/13/2020 X X X X X X X Parent 109 2014 X X X X X X X Supplemental 109.01 1/13/2020 X X X X X X X Supplemental 109.06, 109.07, 1/13/2020 X X X X X X X Supplemental 109.02 1/13/2020 X X X X X X X Parent 151 2014 X X X X X X X Parent 153 2014 X X X X X X X Supplemental 155 1/13/2020 X X X X X X X Parent 201 2014 X Supplemental 201.03, 201.04 5/31/2018 X Supplemental 201.06 1/13/2020 X Parent 204 2014 X X X X X Supplemental 204 1/13/2020 X X X X X Parent 209 2014 X X Supplemental 209.09 1/13/2020 X X Supplemental 209.10 1/16/2020 X X Parent 211 7/6/1905 X Parent 301 2014 X X Supplemental 301.03 1/13/2020 X X Supplemental 301.04, 301.05, 5/31/2018 X X Parent 303 2014 X X X X X X Supplemental 303.05, 303.06 1/16/2020 X X X X X X Supplemental 303.07 1/16/2020 X X X X X X Parent 602 2014 X X Parent 703 2014 X X Supplemental 703.05 1/14/2020 X X

Specification

"X" denotes applicable specifications. All specifications not included in the specification listing, but included in the reference, are applicable.

FOREST SERVICE SUPPLEMENTAL

SPECIFICATIONS

FOR

BMW HELIO STEWARDSHIP IRSC

Table of Contents Preface

101 - Terms¸ Format¸ and Definitions

101.01 Meaning of Terms

101.01 Meaning of Terms

101.03 Abbreviations

101.04 Definitions

102 - Bid¸ Award¸ and Execution of Contract

Delete Section 102

103 - Scope of Work

Delete Subsections 103.02, 103.03, 103.04, 103.05

104 - Control of Work

Delete Subsections 104.01, 104.02, 104.04

104.03 Specifications and Drawings

104.06 Use of Roads by Contractor

106 - Acceptance of Work

106.01 Conformity with Contract Requirements

106.02 Visual Inspection

106.07 Partial and Final Acceptance

107 - Legal Relations and Responsibility to the Public

Delete Subsection 107.05

107.08 Sanitation, Health, and Safety

108 - Prosecution and Progress

Delete Section 108

109 - Measurement and Payment

Delete Subsections 109.06, 109.07, 109.08, 109.09

109.01 Measurement of Work

109.02 Measurement Terms and Definitions

155 - Schedules for Construction Contracts

Delete Section 155

201 - Clearing and Grubbing

201.06 Disposal

202 - Additional Clearing and Grubbing

203 - Removal of Structures and Obstructions

203.05 Disposing of Material

204 - Excavation and Embankment

Section 204. — EXCAVATION AND EMBANKMENT

209 - Structure Excavation and Backfill

209.09 Backfill

209.10 Compacting

301 - Untreated Aggregate Courses

301.03 General

303 - Road Reconditioning

303.07 Roadway Reconditioning

703 - Aggregate

703.05 Subbase, Base, Surface Course, and Screened Aggregate

Preface Preface_wo_01_16_2020

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_1_13_2020

Add the following paragraph to Subsection 101.01:

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.

101.01_National_1_13_2020

Add the following paragraph to Subsection 101.01:

101.01 Meaning of Terms.

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

101.03_National_1_13_2020

Add the following to Subsection 101.03:

101.03 Abbreviations.

(a) Acronyms.

AGAR — Agriculture Acquisition Regulations

AFPA — American Forest and Paper Association

FSAR — Forest Service Acquisition Regulations

MSHA — Mine Safety and Health Administration

NESC — National Electrical Safety Code

WCLIB — West Coast Lumber Inspection Bureau

(f) Miscellaneous unit abbreviations.

MP — milepost location ppm — parts per million volume

STA station location

101.04_National_1_13_2020

Make the following changes to Subsection 101.04:

101.04 Definitions.

Delete these definitions and replace 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 — (Public Works Contracts) Design sheets or fabrication, erection, or construction details submitted to the CO by the Contractor according to FAR Clause 52.236-21 Specifications and Drawings for Construction. Also refers to submissions and submittals.

Notice to Proceed — (Public Works Contracts) Written notice to the Contractor to begin the contract work.

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.

Solicitation—(Public Works Contracts) The complete assembly of documents (whether attached or incorporated by reference) furnished to prospective bidders.

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.

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

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.

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

Utilization Standards —

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

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

Figure 101-1—Illustration of road structure terms.

102 - Bid¸ Award¸ and Execution of Contract 102.00_National_1_13_2020

Delete Section 102 in its entirety.

Delete Section 102.

103 - Scope of Work 103.00_National_1_13_2020

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

Delete Subsections 103.02, 103.03, 103.04, 103.05.

104 - Control of Work 104.00_National_1_13_2020

Delete Subsections 104.01, 104.02, and 104.04.

Delete Subsections 104.01, 104.02, 104.04.

104.03_National_1_13_2020

Delete Subsection 104.03 and replace with the following:

104.03 Specifications and Drawings.

Refer to B(T) 5.211 in the 2400-6(T)) or F(T).2.1.1 in the 2400-13(T) contracts for requirements under this subsection.

104.06_National_1_13_2020

Add the following to Subsection 104.06:

104.06 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.

106 - Acceptance of Work 106.01_National_1_13_2020

Delete Subsection 106.01 and replace with the following:

106.01 Conformity with Contract Requirements.

Follow the requirements of FAR Clause 52.246-12 Inspection of Construction.

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

Perform all work to the lines, grades, cross-sections, 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 recommendations or to these specifications, whichever is more strict.

Plan dimensions and contract specification values are the values to be strived for and complied with as the design values from which any deviations 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 variations from the median zone that are unavoidable for practical reasons.

When standard manufactured items are specified (such as fence, wire, plates, rolled shapes, pipe conduits, etc., that are identified by gauge, unit mass, section dimensions, etc.), the identification 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 time 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 testing and inspection 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 accepting work are described in Subsections 106.02 to 106.05 inclusive. The primary method of acceptance is specified in each Section of work. However, work may be rejected at any time 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) Disputing Government test results. If the accuracy of Government test results is disputed, promptly inform the CO. If the dispute is unresolved after reasonable steps are taken to resolve the dispute, further evaluation may be obtained by written request. Include a narrative describing the dispute and a proposed resolution 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 evaluation requires additional sampling or testing be performed, mutually agree with the Government on witnessing procedures and on sampling and testing by a third party laboratory. Use a third party laboratory accredited by the AASHTO accreditation program. Provide proof of the laboratory’s accreditation 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 resolution protocol and may modify it before final approval and execution.

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

(b) Alternatives to removing and replacing non-conforming work. As an alternative to removal and replacement, the Contractor may submit a written 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 supporting rationale and documentation. Include references or data justifying the proposal based on an evaluation of test results, effect on service life, value of material or work, quality, aesthetics, and other tangible engineering basis. The CO will determine disposition of the nonconforming work.

106.02_National_1_13_2020

Delete Subsection 106.02 and replace with the following:

106.02 Visual Inspection.

Acceptance is based on visual inspection of the work for compliance with the specific contract requirements.

Use prevailing industry standards in the absence of specific contract requirements or tolerances.

106.07_National_1_13_2020

Delete Subsection 106.07.

106.07 Partial and Final Acceptance.

107 - Legal Relations and Responsibility to the Public 107.05_National_1_13_2020

Delete Subsection 107.05.

Delete Subsection 107.05.

107.08_National_1_13_2020

Delete Subsection 107.08 and replace with the following:

107.08 Sanitation, Health, and Safety.

Refer to specific provisions under B(T) 6.0 in the 2400-6(T) or G(T).0 in the 2400-13(T) contracts for requirements under this subsection.

108 - Prosecution and Progress 108.00_National_1_13_2020

Delete Section 108 in its entirety.

Delete Section 108.

109 - Measurement and Payment 109.00_National_1_13_2020

Delete Subsections 109.06, 109.07, 109.08, and 109.09:

Delete Subsections 109.06, 109.07, 109.08, 109.09.

109.01_National_1_13_2020

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 Subsection 109.02 unless otherwise modified by the Measurement Subsection of the section controlling the work being performed. Table 109-1 indicates the accuracy required for quantities 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 Quantities 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_1_13_2020

Add the following sentence to Subsection 109.02(b):

109.02 Measurement Terms and Definitions.

(b) Contract quantity.

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

155 - Schedules for Construction Contracts 155.00_National_1_13_2020

Delete Section 155 in its entirety.

Delete Section 155.

201 - Clearing and Grubbing 201.03_Regional_5_31_2018

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

201.03 General.

Delete paragraph (c) 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 12 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

201.06_National_1_13_2020

Delete the first sentence of this Subsection 201.06 and replace the following:

201.06 Disposal.

Dispose of merchantable timber designated for removal according to the provisions of the timber sale contract.

202 - Additional Clearing and Grubbing 202.04_Regional_1_14_2020

Delete the Subsection 202.01 and replace the following:

202.01 This work consists of clearing and grubbing within clearing limits as designated in the plans. This work also includes scalloping clearing lines, clearing vistas, thinning vegetation, special clearing and grubbing and the removal of individual trees and stumps designated in the plans that may be outside the clearing limits.

Add the following to Subsection 202.04:

202.04 Selective Clearing.

(a) Roadside Clearing. Cut all brush and small trees, 6 inches in diameter or less at the point of cut, inside the roadside clearing limits and outside the roadbed no higher than 6 inches above ground level. 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 16 feet above the road surface.

Add the following to Subsection 202.06:

202.06 Special Clearing and Grubbing.

(a) Roadway and Roadside Clearing and Grubbing. Clear Within the roadside clearing limits.

Grub the roadway and horizontally 3 feet beyond each shoulder. Dispose of merchantable timber according to Subsection 201.06

203 - Removal of Structures and Obstructions 203.05_National_1_13_2020

Add the following to Subsection 203.05:

203.05 Disposing of Material.

(e) Windrowing Construction Slash. Place construction slash outside the roadway in neat, compacted windrows approximately parallel to and along the toe line of embankment slopes. Do not permit the top of the windrows to extend above subgrade. Use construction equipment to matt down all material in a windrow to form a compact and uniform pile. Construct breaks of at least 15 feet at least every 200 feet in a windrow. Do not place windrows against trees.

(f) Scattering. Scatter construction slash in designated areas without damaging trees. Limb all logs. Place logs and stumps away from trees, positioned so they will not roll, and are not on top of one another. Limb and scatter other construction slash to reduce slash concentrations. When scattering for erosion control, place construction slash as flat as practicable on the completed slope.

(g) Chipping. Use an approved chipping machine to chip slash longer than 3 feet. Deposit chips on embankment slopes or outside the roadway to a loose depth less than 6 inches. Minor amounts of chips or ground woody material may be permitted within the roadway if they are thoroughly mixed with soil and do not form a layer.

(h) Debris Mat. Use tree limbs, tops, cull logs, split stumps, wood chunks, and other debris to form a mat upon which construction equipment is operated. Place stumps upside down and blend stumps into the mat.

(i) Decking. Remove brush from designated log deck areas. Limb and top logs.

Logs not meeting the Utilization Standards described in Subsection 201.04(c) shall be cut to lengths less than 8 feet and decked in designated log deck location.

Merchantable timber not associated with an existing timber sale shall be cut to length meeting the Utilization Standards described in Subsection 201.04(c).

Deck logs so that logs are piled parallel to one another; can be removed by standard log loading equipment; will not damage standing trees; will not interfere with drainage, and will not roll. Keep logs in log decks free of brush and soil.

(j) Removal to designated locations. Remove construction slash to designated locations.

(k) Piling. Pile construction slash in designated areas. Place and construct piles so that if the piles are burned, the burning will not damage remaining trees. Keep piles free of dirt from stumps.

204 - Excavation and Embankment 204.00_National_1_13_2020

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

Section 204. — EXCAVATION AND EMBANKMENT Description

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 Definitions.

(a) Excavation. Excavation consists of the following:

(1) Roadway excavation. Material excavated from within the right-of-way or easement areas, except subexcavation covered in Subsection 204.02(a)(2) and structure excavation covered in Sections 208 and

209. Roadway excavation includes all material encountered regardless of its nature or characteristics.

(2) Subexcavation. Material excavated from below subgrade elevation in cut sections or from below the original ground-line in embankment sections. Subexcavation excludes the work required by Subsection

204.05 or 204.06.

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

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

(1) Preparing foundation for embankment;

(2) Constructing roadway embankments;

(3) Benching for side-hill embankments;

(4) Constructing 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)

Construction Requirements

204.04 Preparation for Roadway Excavation and Embankment Construction. Clear the area of vegetation and obstructions according to Sections 201 and 203.

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

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 Excavation. 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.

(c) Pioneer Roads. Conduct excavation and placement operations so material to be treated under Section 201 will not be incorporated into the roadway unless specified in the slash treatment method. Maintain drainage during pioneering operations.

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 construction of all ditches, minor channel changes, drainage dips, catch basins, surface water deflectors, and other minor drainage structures. Compact the material according to Subsection 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 Subexcavation. Excavate material to the required limits. Dispose of unsuitable material according to Subsection 204.14. Take cross-sections according to Section 152. Backfill subexcavated area with suitable material in horizontal layers not exceeding 12 inches (300 millimeters) in compacted thickness and compact according to Subsection 204.11. Prevent unsuitable material from mixing with suitable backfill material.

204.08 Borrow Excavation. 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 Foundation for Embankment Construction. 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 existing 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 supporting 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 existing 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 Construction. 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)…