Section_J-Attachments.pdf

Table of Contents

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 102 Bid, Award, and Execution of Contract

103 - Scope of Work Deletions

104 - Control of Work Deletions

104.06 Use of Roads by Contractor

105 - Control of Material

105.02 Material Sources.

105.02(a) Government-provided sources.

105.05 Use of Material Found in the Work.

106 - Acceptance of Work

106.07 Delete

107 - Legal Relations and Responsibility to the Public

107.05 Responsibility for Damage Claims.

107.06 Contractor’s Responsibility for Work.

107.09 Legal Relationship of the Parties.

107.10 Environmental Protection.

108 - Prosecution and Progress 108 Delete.

109 - Measurement and Payment 109 Deletions

109.02 Measurement Terms and Definitions.

155 - Schedules for Construction Contracts 155 Delete.

409 - Asphalt Surface Treatment

409.02 Material.

409.06 Weather.

409.06 Date & Time.

409.08 Asphalt Application.

409.10 Fog Seal.

409.11 Single Course Surface Treatments.

Table 409-1 Approximate Quantities of Material-Single Course Surface Treatment Table 409-2 Approximate Quantities of Material – Double Course Surface Treatments .

Table 409-3 Approximate Quantities of Material – Triple Course Surface Treatments ...

409.13 Acceptance.

Table 409-4 Sampling and Testing Requirements.

633 - Permanent Traffic Control

633.02 Material

633.03 General

633.05 Panels

635 - Temporary Traffic Control

635.03 General.

703 - Aggregate

703.05 Subbase, Base, Surface Course, and Screened Aggregate.

703.10(e) Flakiness Index.

703.10(i) Adherent Coating.

Table 703-2 Correction Table 703-2 Correction Table 703-7 Target Value Ranges

718 - Traffic Signing and Marking Material

Preface Preface_wo_03_15_2004_m

Delete all but the first paragraph and add the following:

The Forest Service, US Department of Agriculture has adopted FP-03 for construction of National Forest System Roads.

101 - Terms, Format, and Definitions 101.00_nat_us_07_25_2005

101.01_nat_us_01_22_2009

101.01 Meaning of Terms

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

101.01_nat_us_01_22_2009

101.01 Meaning of Terms

Delete all references to the FAR (Federal Acquisition Regulations) in the specifications.

101.03_nat_us_06_16_2006

101.03 Abbreviations.

Add the following to (a) Acronyms:

AFPA

MSHA

NIST

NESC

WCLIB

American Forest and Paper Association Mine Safety and Health Administration National Institute of Standards and Technology National Electrical Safety Code West Coast Lumber Inspection Bureau

Add the following to (b) SI symbols:

mp Milepost ppm Part Per Million

101.04_nat_us_03_29_2007

101.04 Definitions.

Delete the following definitions and substitute the following:

Bid Schedule--The Schedule of Items.

Bridge--No definition.

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--No definition.

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:

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.

Design Quantity--“Design quantity” is a Forest Service method of measurement from the FS-96 Forest Service Specifications for the Construction of Roads and Bridges.

Under these FP specifications this term is replaced by the term “Contract Quantities”.

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.

Schedule of Items--A schedule in the contract that contains a listing and description of construction items, quantities, units of measure, unit price, and amount.

Utilization Standards--The minimum size and percent soundness of trees described in the specifications 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_nat_us_02_16_2005

102 Bid, Award, and Execution of Contract

Delete Section 102 in its entirety.

103 - Scope of Work 103.00_nat_us_02_16_2005

Deletions

Delete all but subsection 103.01 Intent of Contract.

104 - Control of Work 104.00_nat_us_06_16_2006

Deletions

Delete Sections 104.01, 104.02, and 104.04.

104.06_nat_us_02_17_2005

Add the following subsection:

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.

105 - Control of Material 105.02_nat_us_01_18_2007

105.02 Material Sources.

105.02(a) Government-provided sources.

Comply with the requirements of 30 CFR 56, subparts B and H. Use all suitable material for aggregate regardless of size unless otherwise designated. When required, re-establish vegetation in disturbed areas according to section 625.

105.05_nat_us_05_12_2004

105.05 Use of Material Found in the Work.

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

Materials produced or processed from Government lands in excess of the quantities required for performance of this contract are the property of the Government. The Government is not obligated to make reimbursement for the cost of producing these materials.

106 - Acceptance of Work 106.07_nat_us_05_11_2004

106.07 Delete

Delete subsection 106.07.

107 - Legal Relations and Responsibility to the Public 107.05_nat_us_05_11_2004

107.05 Responsibility for Damage Claims.

Delete the entire subsection.

107.06_nat_us_06_16_2006

107.06 Contractor’s Responsibility for Work.

Delete the following from the first paragraph.

“except as provided in Subsection 106.07”.

107.09_nat_us_06_16_2006

107.09 Legal Relationship of the Parties.

Delete the entire subsection.

107.10_nat_us_06_16_2006

107.10 Environmental Protection.

Add the following:

Design and locate equipment repair shops, stationary refueling sites, or other facilities to minimize the potential and impacts of hazardous material spills on Government land.

Before beginning any work, submit a Hazardous Spill Plan. List actions to be taken in the event of a spill. Incorporate preventive measures to be taken, such as the location of mobile refueling facilities, storage and handling of hazardous materials, and similar information. Immediately notify the CO of all hazardous material spills. Provide a written narrative report form no later than 24 hours after the initial report and include the following:

Description of the item spilled (including identity, quantity, manifest number, and other identifying information).

Whether amount spilled is EPA or state reportable, and if so whether it was reported, and to whom.

Exact time and location of spill including a description of the area involved.

Containment procedures.

Summary of any communications the Contractor had with news media, Federal, state and local regulatory agencies and officials, or Forest Service officials.

Description of clean-up procedures employed or to be employed at the site including final disposition and disposal location of spill residue.

When available provide copies of all spill related clean up and closure documentation and correspondence from regulatory agencies.

The Contractor is solely responsible for all spills or leaks that occur during the performance of this contract. Clean up spills or leaks to the satisfaction of the CO and in a manner that complies with Federal, state, and local laws and regulations.

108 - Prosecution and Progress 108.00_nat_us_02_16_2005

108 Delete.

Delete Section 108 in its entirety.

109 - Measurement and Payment 109.00_nat_us_02_17_2005

109 Deletions Delete the following entire subsections:

109.06 Pricing of Adjustments.

109.07 Eliminated Work.

109.08 Progress Payments.

109.09 Final Payment.

109.02_nat_us_06_16_2006

109.02 Measurement Terms and Definitions.

(b) Contract quantity.

Add the following:

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

Change the following:

“(b) Cubic yard” to “(c) Cubic yard”.

Add the following definition:

(p) Thousand Board Feet (Mbf). 1,000 board feet based on nominal widths, thickness, and extreme usable length of each piece of lumber or timber actually incorporated in the job. For glued laminated timber, 1,000 board feet based on actual width, thickness, and length of each piece actually incorporated in the job.

155 - Schedules for Construction Contracts 155.00_nat_us_05_11_2004

155 Delete.

Delete Section 155 in its entirety.

409 - Asphalt Surface Treatment 409.02_nat_us_05_12_2004

409.02 Material.

Add the following:

When designated, conform to applicable State department of transportation asphalt cement or emulsified asphalt requirements.

409.06_nat_us_05_12_2004

409.06 Weather.

Delete the first paragraph and replace with the following:

Apply surface treatments with aggregate only when ambient air and surface temperatures are above 60 °F and rising in the shade, when the weather is not foggy or rainy, and when rain is not forecast for at least 24 hours after application.

409.06 Date & Time.

Add the following.

Construct fog seal and single-course surface treatments between _____ (dates) and ______ and multiple-course surface treatments between ______ and ______.

409.08_nat_us_06_21_2005

409.08 Asphalt Application.

Add the following to the 3rd paragraph:

Ensure the length of spread is no more than what can be covered with aggregate within 1 minute of the asphalt application.

409.10 Fog Seal.

Add the following to the first paragraph:

Dilute by adding an equal amount of water to the emulsified asphalt. Do not cut the emulsified asphalt more than once.

409.11 Single Course Surface Treatments.

Do not permit traffic to travel over any Asphalt Surface Treatment until completion of rolling.

409.10_nat_us_08_12_2004 Delete Table 409-1 and substitute the following:

Table 409-1 Approximate Quantities of Material-Single Course Surface Treatment

Table 409-1 Approximate Quantities of Material for

Single-Course Surface Treatment

D es ig na tio n Nominal

Maximum Size of

Aggregate

Aggregate Gradation (1)

Estimated Quantity of Aggregate (2) pounds/yd2

Estimated Quantity of Emulsified Asphalt (3) gallons/yd2

Estimated Quantity of

Asphalt Binder (3) gallons/yd2

1A 3/4 inch B 40 – 49 0.40 – 0.55 0.27 – 0.38 1B 1/2 inch C 26 – 29 0.31 – 0.44 0.20 – 0.31 1C 3/8 inch D 20 – 26 0.20 – 0.35 0.13 – 0.24 1D No. 4 E 15 – 20 0.15 – 0.22 0.11 – 0.18 1E Sand F 9 – 15 0.11 – 0.18 0.09 – 0.15

(1) See Table 703-7 for aggregate gradations.

(2) Aggregate masses are for aggregates having a bulk specific gravity of 2.65, as determined by AASHTO T 84 and T 85. Make proportionate corrections when the aggregate furnished has a bulk specific gravity above 2.75 or below 2.55.

(3) Adjust the asphalt content for the condition of the road.

409.11_nat_us_12_18_2004

Table 409-2 Approximate Quantities of Material – Double Course Surface Treatments

Delete Tables 409-2 and substitute the following:

Table 409-2

Double Course Surface Treatments

Designation (Thickness)

Nominal Maximum

Size of Aggregate

Aggregate Gradation(1)

Estimated Quantity of Aggregate(2) pounds/yd2

Estimated Quantity of Emulsified Asphalt (3) gallons/yd2

Estimated Quantity of Asphalt Binder (3) gallons/yd2 2A (1/2 inch)

1st Application 3/8 inch D 26 – 35 0.20 – 0.31 0.11 – 0.22 2nd Application No. 4 E 9 – 15 0.31 – 0.40 0.18 – 0.29

2B (5/8 inch) 1st Application 1/2 inch C 29 – 40 0.31 – 0.40 0.18 – 0.29 2nd Application No. 4 E 14 – 20 0.40 – 0.51 0.24 – 0.33

2C (3/4 inch) 1st Application 3/4 inch B 40 – 49 0.35 – 0.51 0.22 – 0.33 2nd Application 3/8 inch D 20 – 26 0.51 – 0.60 0.33 – 0.42

(1) See Table 703-7 for aggregate gradations.

(2) Aggregate masses are for aggregates having a bulk specific gravity of 2.65, as determined by AASHTO T 84 and T 85. Make proportionate corrections when the aggregate furnished has a bulk specific

(3) Adjust the asphalt content of the first application for the condition of the road.

409.12_nat_us_08_12_2004

Delete Tables 409-2 and substitute the following:

Table 409-3 Approximate Quantities of Material – Triple Course Surface Treatments

Table 409-3

Triple Course Surface Treatments Designation (Thickness)

Nominal Maximum

Size of Aggregate

Aggregate Gradation(1)

Estimated Quantity of Aggregate(2) pounds/yd2

Estimated Quantity of Emulsified Asphalt (3) gallons/yd2

Estimated Quantity of

Asphalt Binder(3) gallons/yd2 3A (1/2 inch)

1st Application 3/8 inch D 26 – 35 0.20 – 0.31 0.11 – 0.22 2nd Application No. 4 E 9 – 15 0.24 – 0.35 0.15 – 0.27 3rd Application Sand F 9 – 15 0.20 – 0.31 0.11 – 0.22

3B (5/8 inch) 1st Application 1/2 inch C 29 – 40 0.20 – 0.31 0.11 – 0.22 2nd Application 3/8 inch D 15 – 20 0.31 – 0.40 0.18 – 0.29 3rd Application No. 4 E 9 – 15 0.20 – 0.31 0.11 – 0.22 3C (3/4 inch)

1st Application 3/4 inch B 35 – 46 0.24 – 0.35 0.15 – 0.27 2nd Application 3/8 inch D 20 – 26 0.31 – 0.40 0.18 – 0.29 3rd Application No. 4 E 9 – 15 0.24 – 0.35 0.15 – 0.27

(1) See Table 703-7 for aggregate gradations.

(2) Aggregate masses are for aggregates having a bulk specific gravity of 2.65 as determined by AASHTO T 84 and T 85. Make proportionate corrections when the aggregate furnished has a bulk specific

(3) Adjust the asphalt content of the first application for the condition of the road.

409.13_nat_us_05_13_2004

409.13 Acceptance.

Delete the 2nd paragraph and replace with the following:

Aggregate gradation for asphalt surface treatment will be evaluated under Subsection 106.04.

Table 409-4 Sampling and Testing Requirements.

Delete the last cell (4th) under Sampling Frequency and replace with the following:

1 per tanker truck and 1 per trailer Delete the 2nd and 3rd cell under Type of Acceptance and replace with the following:

Measured and tested for conformance (106.04)

633 - Permanent Traffic Control 633.02_nat_us_03_03_2005

633.02 Material.

Add the following subsections

Protective Overlay Film 718.02

Edge Film 718.02

633.03_nat_us_03_03_2005

633.03 General.

Delete the subsection and add the following:

Furnish traffic control devices and guide signs according to the MUTCD, approved USDA-FS and state supplements, the current edition of USDA-FS EM-7100-15 Sign and Poster Guidelines for the Forest Service, and Standard Highway Signs published by FHWA. Submit the sign list for approval before ordering.

633.05_nat_us_03_03_2005

633.05 Panels.

Add the following:

Apply protective overlay film and top edge film as required and according to with manufacturer’s recommendations.

Delete the sentence: “Use antitheft fasteners where possible” in the fifth paragraph and replace it with the following: “For each sign panel use at least one antitheft fastener.”

635 - Temporary Traffic Control 635.03_nat_us_05_13_2004

635.03 General.

Add the following:

Install temporary traffic control signs to temporary posts or approved temporary sign mounts.

703 - Aggregate 703.05_nat_us_12_07_2006

Delete 703.05 and replace with the following:

703.05 Subbase, Base, Surface Course, and Screened Aggregate.

(a) Subbase or base aggregate. Furnish hard, durable particles or fragments of crushed stone, crushed slag, or crushed gravel conforming the following:

(1) Gradation Table 703-2

(2) Liquid limit, AASHTO T 89 25 max.

(3) Plastic limit, AASHTO T 90 Nonplastic

(4) Los Angeles abrasion, AASHTO T 96 40% max.

(5) Sodium sulfate soundness loss (5 cycles), 12% max.

AASHTO T 104

(6) Durability index (coarse), AASHTO T 210 35 min.

(7) Durability index (fine), AASHTO T 210 35 min.

(8) Fractured faces, ASTM D 5821 50% min.

(9) Free from organic matter and lumps or balls of clay

Do not use material that breaks up when alternately frozen and thawed or wetted and dried.

Obtain the aggregate gradation by crushing, screening, and blending processes as necessary.

Fine aggregate, material passing the No. 4 sieve, shall consist of natural or crushed sand and fine mineral particles.

(b) Surface course aggregate. Furnish hard, durable particles or fragments of crushed stone, crushed slag, or crushed gravel conforming the following:

(1) Gradation Table 703-3

(2) Liquid limit, AASHTO T 89 35 max.

(3) Plastic Index, AASHTO T 90

a) If the percent passing the No. 200 sieve is less than 12% 2 to 9

b) If the percent passing the No. 200 sieve is greater than 12% Less than 2

(4) Los Angeles abrasion, AASHTO T 96 40% max.

(5) Sodium sulfate soundness loss (5 cycles), 12% max.

AASHTO T 104

(6) Durability index (coarse), AASHTO T 210 35 min.

(7) Durability index (fine), AASHTO T 210 35 min.

(8) Fractured faces, ASTM D 5821 75% min.

(9) Free from organic matter and lumps or balls of clay

Do not furnish material that contains asbestos fibers.

Fine aggregate, material passing the No. 4 sieve, shall consist of natural or crushed sand and fine mineral particles.

(c) Screened aggregate – Furnish hard, durable particles or fragments of stone, slag, or gravel conforming the following:

(1) Gradtion Table 703-16

(2) Plastic Index, AASHTO T 90 Less than 9

(3) Los Angeles abrasion, AASHTO T 96 55% max.

(4) Free from organic matter and lumps or balls of clay.

Delete Table 703-2 and replace with the following:

E (B as e)

(6

(6

(4

4.

7.

(3

D (B

(6

(6

(6

(4

4.

7.

(3

C (B

(6

(6

4.

–7 .0

(3

B (S ub ba se

(8

4.

.0 (4

Pe rc en t b y M as s P as si ng D es ig na te d Si ev e

(A A

SH

T

O T an d

T

G ra di ng D es ig na tio n A

(S ub ba se

(7

(6

(4

4.

8.

(3

T ab le

-2

T ar ge t V al ue R an ge s f or

S ub ba se a nd

B as e G ra da tio n

Si ev e Si ze

2½ in ch

1½

3/

1/

N o.

N o.

he v al ue in th e pa re nt he se s i s t he a llo w ab le d ev ia tio n

) f ro m th e ta rg et v al ue s..

Delete Table 703-3 and replace with the following:

U

(6

(7

(5

8.

.0 (4

(7

(5

8.

.0 (4

S 10

(6

(7

(5

8.

.0 (4

H

(6

(6

(5

9.

.0 (4

G

(6

(6

(5

.0

6.

(4

Pe rc en t b y M as s P as si ng D es ig na te d Si ev e

(A A

SH

T

O T an d

T

G ra di ng D es ig na tio n F 10 0(

-1

-8

-6

(6

-5

-3

(6

-2

(5

.0

-1 6.

(4

T ab le

-3 ar ge t V al ue R an ge s f or

S ur fa ce

G ra da tio n

Si ev e Si ze

N o.

N o.

he v al ue in th e pa re nt he se s i s t he a llo w ab le d ev ia tio n

) f ro m th e ta rg et v al ue s.

If th e pl as tic ity in de x

(P I) is g re at er th an

, t he

T V ra ng e fo r t he

N o.

si ev e si ze is

-1

(4

Add Table 703-16:

Table 703-16

Gradation Requirements for Screened Aggregate Percent by Mass Passing Designated Sieve (AASHTO T 27 and T 11)

Grading Designation Sieve Size

L M N O P Q R

6 inch 100 100

4 inch 100 100

3 inch 100 100

2 inch 100

No. 4 15-45 15-45 15-45

703.06_nat_us_03_02_2005

703.10(e) Flakiness Index.

Delete and replace with the following:

Flakiness Index, FLH T 508 30% max.

703.10(i) Adherent Coating.

Adherent coating on the aggregate, FLH T 512 0.5% max.

703.07_nat_us_03_02_2005

Table 703-2 Correction

Include the following substitution

In Table 703-2, delete the “436 – 74 (6)” percent by mass passing for grading E (base) No. 4 sieve size and substitute “36 – 74 (6).”

Table 703-2 Correction

Include the following substitution

In Table 703-2, delete the “436 – 74 (6)” percent by mass passing for grading E (base) No. 4 sieve size and substitute “36 – 74 (6).”

703.10_nat_us_03_02_2005

Delete Table 703-7 and substitute the following:

Table 703-7 Target Value Ranges

Table 703-7 Target Value Ranges for

Single and Multiple Course Surface Treatment Aggregate Gradation

Sieve Percent by Mass Passing Designated Sieve

(AASHTO T 27 & T 11)

Grading Designation Size

A B C D E F 1½ inch 100(1) 1 inch 90-100(3) 100(1)

¾ inch 0-35(5) 90-100(3) 100(1)

½ inch 0-8(3) 0-35(5) 90-100(3) 100(1)

⅜ inch — 0-12(3) 0-35(5) 85-100(3) 100(1) 100(1)

No. 4 — — 0-12(3) 0-35(5) 85-100(3) 85-100(1)

No. 8 — — — 0-8(3) 0-23(4) —

No. 200 0-1(1) 0-1(1) 0-1(1) 0-1(1) 0-1(1) 0-10(1)

(1) Statistical procedures do not apply.

( ) The value in the parentheses is the allowable deviation () from the target values.

718 - Traffic Signing and Marking Material 718.05_nat_us_02_25_2008

718.05 Aluminum Panels

Delete the third paragraph and replace with the following:

Clean, degrease and properly prepare the panels according to methods recommended by the sheeting manufacturer. Conversion coatings will conform to ASTM B-921 or ASTM B-449.

ESTIMATE OF QUANTITIES 32/33 Chipseal (optional)

ROAD NUMBER 32 33 - - - -

MILE POST (MILES) 6 3 - - - -

ITEM NO.

DESCRIPTION

METHOD OF

MEASURE UNIT

REVISION

DATE QUANTITIES REMARKS

15101 Mobilization CQ

Lump Sum 2003 1.00

Mobilization will only be paid on FS Rd 32. Temporary Construction signing is incidental to Pay Item 15101

40901 Surface treatment aggregate, designation 1C CQ Ton 2003 640.00 225.00 Commercial Source: Application Rate 23lbs/yd²

40905 Cutback asphalt grade MC-800 CQ Ton 2003 82.00 28.00 249 gallons/ton @ 60F: Application rate 0.36gal/yd²

63390

Install Project Funding signs (includes post) CQ Each 2003 4.00 4.00

Government furnished: Signs, posts, and hardware. Two signs per post. Sign locations will be marked by Contracting Officer Representative

63509 Flaggers CQ Hour 2003 25.00 15.00

R6-FS-6300-52 (5/97)

USDA FOREST SERVICE

PACIFIC NORTHWEST REGION

FIRE PROTECTION AND SUPPRESSION

1. Fire Period and Closed Season Specific fire prevention measures are listed below and shall be effective for the period April

1 to October 31 of each year. The Forest Service may change the dates of said period by advance written notice if justified byunusual weather or other conditions. Required tools and equipment shall be kept currently in serviceable condition and immediately available for initial attack on fires.

2. Fire Plan

Before starting any operations on the project, the Contractor, Permittee, Licensee, or Purchaser, hereinafter referred to as the "Contractor," shall prepare a fire plan in cooperation with the Contracting Officer providing for the prevention and control of fires in the project area.

The Contractor shall certify compliance with fire protection and suppression requirements before beginning operations during the fire period and closed season, and shall update such certification when operations change

3. Substitute Measures

The Contracting Officer may by written notice authorize substitute measures or equipment or may waive specific requirements during periods of low fire danger.

4. Emergency Measures

The Forest Service may require emergency measures, including the necessary shutting down of equipment or portions of operations in the project area during periods of fire emergency created by hazardous climatic conditions.

5. Fire Control

The Contractor shall, independently and in cooperation with the Forest Service, take all reasonable action to prevent and suppress fires in the project area. Independent initial action shall be prompt and shall include the use of all personnel and equipment available in the project area.

For the purpose of fighting forest fires on or in the vicinity of the project which are not caused by the Contractor's operations, the Contractor shall place employees and equipment temporarily at the disposal of the Forest Service. Any individual hired by the Forest Service will be employed in accordance with the Interagency Pay Plan for Emergency Firefighters.

The Forest Service will compensate the Contractor for equipment rented at fire fighting equipment rates common in the area, or at prior agreed to rates.

6. Compliance with State Forest Laws

Listing of specific fire precautionary measures herein is not intended to relieve the Contractor in any way from compliance with the State Fire Laws covering fire prevention and suppression equipment, applicable to operations under this contract, permit or license.

7. Fire Precautions

Specific fire precautionary measures are as follows:

a. Smoking and Open Fires

Smoking and fires shall be permitted only at the option of the Contractor. The Contractor shall not allow open fires on the project area without advance permission in writing from Forest Service.

Unless restricted by State Law or Federal Regulation, smoking shall be permitted only in such portions of the project area that are free of flammable material. Smokers shall sit down to smoke in such a position that any burning material will fall within a cleared area, and shall extinguish and press out in mineral soil all burning material before leaving the cleared area.

b. Fire Extinguishers and Equipment on Trucks, Tractors, etc.

All power-driven equipment operated by the Contractor on National Forest land, except portable fire pumps, shall be equipped with one fire extinguisher having a UL rating of at least 5 BC, and one "D" handled or long handled round point shovel, size "0" or larger. In addition, each motor patrol, truck and passenger-carrying vehicle shall be equipped with a double-bit axe or Pulaski, 3-1/2 pounds or larger.

Equipment shall be kept in a serviceable condition and shall be readily available.

c. Power Saws

Each gasoline power saw operator shall be equipped with a pressurized chemical fire extinguisher of not less than 8-ounce capacity by weight, and one long-handled round point shovel, size "0" or larger. The extinguisher shall be kept in possession of the saw operator at all times. The shovel shall be accessible to the operator within 1 minute.

d. Extinguishers

One refill for each type or one extra extinguisher sufficient to replace each size extinguisher required on equipment shall be safely stored in the fire tool box or other agreed upon place on the project area that is protected and readily available.

e. Spark Arresters and Mufflers

Each internal combustion engine shall be equipped with a spark arrester meeting either

(1) USDA Forest Service Standard 5100-1a, or (2) appropriate Society of Automotive Engineers (SAE) recommended practice J335(b) and J350(a) as now or hereafter amended unless it is:

(1) Equipped with a turbine-driven exhaust supercharger such as the turbocharger.

There shall be no exhaust bypass

(2) A passenger-carrying vehicle or light truck, or medium truck up to 40,000 GVW, used on roads and equipped with a factory-designedmuffler complete with baffles and an exhaust system in good working condition.

(3) A heavy duty truck, such as a dump or log truck, or other vehicleused for commercial hauling, used only on roads and equipped with a factory designed muffler and with a vertical stack exhaust system extending above the cab.

Exhaust equipment described in this subsection, including spark arresters and mufflers, shall be properly installed and constantly maintained in serviceable condition.

f. Emergency Fire Precautions

The Contractor shall restrict operations in accordance with the Industrial Fire Precaution Levels listed below. The Forest Service may change the Industrial Fire Precaution Levels to other values upon revision of the National Fire Danger Rating System and may change the specific Industrial Fire Precaution Levels when such changes are necessary for the protection of the National Forest. When sent to the Contractor, the revised Industrial Fire Precaution Levels will supersede the attached levels

INDUSTRIAL FIRE PRECAUTIONS SCHEDULE

INDUSTRIAL FIRE PRECAUTION (IFPL)

LEVEL

I. Closed season - Fire precaution requirements are in effect. A fire watch/security is required at this and all higher levels unless otherwise waived.

II. Partial hootowl - The following may operate only between the hours of 8 p.m. and

1 p.m., local time:

a. power saws, except at loading sites;

b. cable yarding;

c. blasting;

d. welding or cutting of metal.

III. Partial shutdown - The following shall be prohibited except as indicated:

Cable yarding - except that gravity operated logging systems employing non-motorized carriages may be operated between the hours of 8 p.m. and 1 p.m., local time, when all block and moving lines, except the line between the carriage and the chokers, are suspended 10 feet above the ground;

Power saws - except power saws may be used at loading sites and on tractor/skidder operations between the hours of 8 p.m. and 1 p.m., local time.

In addition, the following are permitted between the hours of 8 p.m. and 1 p.m., local time:

a. tractor/skidder operations;

b. mechanized loading and hauling of any product or material;

c. blasting;

d. welding or cutting of metal;

e. any other spark-emitting operation not specifically mentioned.

IV. General shutdown - All operations are prohibited.

The following definitions shall apply to these Industrial Fire Precaution Levels:

Cable yarding systems: A yarding system employing cables and winches in a fixed position.

Closed season (Fire Precautionary Period): That season of the year when a fire hazard exists as declared by the responsible agency official.

Contracting Officer: The person executing the contract, permit or license on behalf of the Government and includes that person's designated representative, acting within the limits of their authority or the duly appointed successor to the individuals.

Loading sites/woods site/project area: A place where any product or material

(including but not limited to logs, firewood, slash, soil, rock, poles, posts, etc.) is placed in or upon a truck or other vehicle

Low hazard area: Means any area where the responsible agency representative

(WDNR, ORF, BIA, BLM) determines the combination of elements reduces the probability of fire starting and/or spreading.

Tractor/skidder operations: include a harvesting operation, or portion of a harvesting operation, where tractors, skidders, or other harvesting equipment capable of constructing fireline, are actively yarding forest products and can quickly reach and effectively attack a fire start.

Waivers, written in advance, may be used for any and all activities. Activities for which waivers may be issued include, but are not limited to:

a. mechanized loading and hauling;

b. road maintenance such as sprinkling, graveling, grading and paving;

c. cable yarding using gravity systems or suspended lines and blocks, or other yarding systems where extra prevention measures will significantly reduce the risk of fire;

d. powers saws at loading sites or in felling and bucking where extra prevention measures will significantly reduce the risk of fire;

e. maintenance of equipment (other than metal cutting and welding) or improvements such as structures, fences and powerlines.

Such waiver, or substitute precautions will prescribe measures to be taken by the Contractor to reduce the risk of ignition, and/or the spread of fire. The Contracting Officer shall consider site specific weather factors, fuel conditions, and specific operations that result in less risk of fire ignition and/or spread than contemplated when precaution level was predicted. Consideration shall also be given to measures that reduce the precaution levels above. The Contractor shall assure that all conditions of such waivers or substitute precautions are met.

The Contractor shall obtain the predicted Industrial Fire Precaution Level daily, prior to the start of work, from the appropriate Ranger District headquarters. If predictions made after 6:00 p.m., local time, are significantly different than the original prediction, the Forest Service will inform the Contractor when changes in restrictions or industrial precautions are made.

NOTE: The IFPL system does not apply on lands protected by ODF east of the summit of the Cascades.

Where hauling involves transit through more than one shutdown/regulated use area, the precaution level at the woods loading site shall govern the level of haul restriction, unless otherwise prohibited by other than industrial precaution level system.

8. Fire Tools

The Contractor shall furnish serviceable fire fighting tools in a readily accessible fire tool box or compartment of sound construction with a hinged lid and hasp so arranged that the box can be secured or sealed. The box shall be red and marked "Fire Tools" in letters one inch high. It shall contain a minimum of:

a. 2 axes or Pulaskis with a 32-inch handle;

b. 3 adze eye hoes. One Pulaski may be substituted for 1 adze eye hoe;

c. 3 long-handled, round point shovels, size "0" or larger.

9. Fire Security

When the Industrial Fire Precautions Level is "I" or higher, unless a waiver is granted, the Contractor shall designate a person who shall perform fire security services listed below on the project area and vicinity. The designated person shall be capable of operating the Contractor's communications and fire fighting equipment specified in the contract, excluding helicopters, and of directing the activities of the Contractor's personnel on forest fires. In lieu of having the designated person perform the required supervisory duties, the Contractor may provide another person meeting the qualifications stated above to direct the activities of Contractor's personnel and equipment during all fire fighting activities.

Services described shall be for at least 1 hour from the time the Contractor's operations are shut down. For the purposes of this provision, personnel servicing equipment, and their vehicles, who are not engaged in cutting or welding metal are excluded.

Fire security services shall consist of moving throughout the operation area or areas constantly looking, reporting, and taking suppression action on any fires detected. Where possible, the designated person shall observe inaccessible portions of helicopter operating areas from vantage points within or adjacent to project area.

Blasting

Whenever the Industrial Fire Precaution Level is "II" or greater, a fire security person equipped with a long-handled, round point, No. "0" or larger, shovel, and a five-gallon backpack pump can filled with water will stay at location of blast for 1 hour after blasting is done. Blasting may be suspended by Forest Service in writing, in an area of high rate of spread and resistance to control.

Fuses shall not be used for blasting. Explosive cords shall not be used without written permission of Forest Service, which may specify conditions under which such explosives may be used and precautions to be taken.

R6-FS-6300-53 (5/89)

Additional Fire Precautionary Measure 1 - Tank Truck

11. The Contractor shall provide a tank truck or trailer, containing not less than 300 gallons of water, during yarding, loading, land clearing, right-of-way clearing and mechanical treatment of slash. A tank truck or trailer will not be required if powersaw falling and bucking is the only operation. Such tank truck or trailer shall be maintained in a serviceable condition and located within 10 minutes, round trip, from each project area during fire period and closed seasonFire Period and Closed Season.

The tank truck or trailer shall be equipped with a pump capable of discharging 20 gallons of water per minute, using a 1/4 inch nozzle tip, through a 50 foot length of rubber line hose.

In addition, 500 feet of serviceable fabric jacket rubber lined hose of not less than 1 inch outside diameter, fitted with a nozzle capable of discharging a straight stream of 1/4 inch diameter and a spray pattern shall be immediately available for use. The tank, pump and at least 250 feet of hose and nozzle shall be connected and ready for use at all times.

If a trailer is used, it shall be equipped with a hitch to facilitate prompt movement. A serviceable tow vehicle shall be immediately available for attachment to the trailer and must meet the time requirements stated above. Such truck or trailer shall be equipped to operate for a minimum of 8 hours. Tank truck or trailer shall be available from the start of work to the end of the Fire Watch / Fire Security service.

R6-FS-6300-54 (5/89)

Additional Fire Precautionary Measure 2 - Communications

12. The contractor shall provide adequate two-way communication facilities to report a fire to

Forest Service within 15 minutes of detection. FCC Regulations prohibit commercial use of Citizen Band (CB) radios. (CB's are not considered adequate two-way communications).

Such communications shall be operable during periods of operation of power-driven equipment, including the time fire security is required. Fire Period and Closed Season

General Decision Number: WA080001 10/02/2009 WA1

Superseded General Decision Number: WA20070001

State: Washington

Construction Type: Highway

Counties: Washington Statewide.

HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin Counties)

Modification Number Publication Date 0 02/08/2008 1 02/15/2008 2 02/22/2008 3 04/04/2008 4 04/25/2008 5 05/09/2008 6 06/06/2008 7 06/13/2008 8 06/20/2008 9 06/27/2008 10 07/11/2008 11 07/25/2008 12 08/01/2008 13 08/08/2008 14 08/29/2008 15 09/05/2008 16 09/19/2008 17 10/03/2008 18 10/24/2008 19 10/31/2008 20 11/21/2008 21 01/02/2009 22 02/06/2009 23 02/27/2009 24 03/06/2009 25 03/20/2009 26 06/05/2009 27 06/12/2009 28 06/26/2009 29 07/03/2009 30 07/17/2009 31 07/24/2009 32 09/25/2009 33 10/02/2009

CARP0001-008 06/01/2008

Rates Fringes

Carpenters:

COLUMBIA RIVER AREA -

ADAMS, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH

MERIDIAN), FERRY, FRANKLIN, GRANT, OKANOGAN

(EAST OF THE 120TH MERIDIAN) AND WALLA WALLA

COUNTIES

GROUP 1: $ 26.73 9.55

GROUP 2: $ 28.73 9.55

GROUP 3: $ 27.00 9.55

GROUP 4: $ 26.73 9.55

GROUP 5: $ 61.50 9.55

GROUP 6 $ 29.75 9.55

GROUP 7 $ 30.75 9.55

GROUP 8 $ 28.00 9.55

GROUP 9 $ 33.75 9.55

SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN,

PEND OREILLE, SPOKANE, STEVENS AND

WHITMAN COUNTIES

GROUP 1: $ 26.06 9.55

GROUP 2: $ 28.06 9.55

GROUP 3: $ 26.32 9.55

GROUP 4: $ 26.06 9.55

GROUP 5: $ 60.14 9.55

GROUP 6: $ 29.07 9.55

GROUP 7 $ 30.07 9.55

GROUP 8 $ 27.32 9.55

GROUP 9 $ 33.07 9.55

CARPENTER & DIVER CLASSIFICATIONS:

GROUP 1: Carpenter

GROUP 2: Millwright, machine erector

GROUP 3: Piledriver - includes driving, pulling, cutting, placing collars, setting, welding, or creosote treated material, on all piling

GROUP 4: Bridge carpenters

GROUP 5: Diver Wet

GROUP 6: Diver Tender, Manifold Operator, ROV Operator

GROUP 7: Diver Standby, Bell/Vehicle or Submersible operator Not Under Pressure

GROUP 8: Assistant Tender, ROV Tender/Technician

GROUP 9: Manifold Operator-Mixed Gas

ZONE PAY:

ZONE 1 0-40 MILES FREE

ZONE 2 41-65 MILES $2.25/PER HOUR

ZONE 3 66-100 MILES $3.25/PER HOUR

ZONE 4 OVER 100 MILES $4.75/PER HOUR

DISPATCH POINTS:

CARPENTERS/MILLWRIGHTS: PASCO (2819 W. SYLVESTER) or Main Post Office of established residence of employee (Whichever is closest to the worksite).

CARPENTERS/PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE.) or Main Post Office of established residence of employee (Whichever is closest to the worksite).

CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee (Whichever is closest to the worksite).

CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main Post Office of established residence of employee (Whichever is closest to the worksite).

CARPENTERS: MOSCOW (302 N. JACKSON) or Main Post Office of established residence of employee (Whichever is closest to the worksite).

DEPTH PAY FOR DIVERS BELOW WATER SURFACE:

50-100 feet $2.00 per foot 101-150 feet $3.00 per foot 151-220 feet $4.00 per foot 221 feet and deeper $5.00 per foot

PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT:

0-25 feet Free 26-300 feet $1.00 per Foot

SATURATION DIVING:

The standby rate applies until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. the diver rate shall be paid for all saturation hours.

WORK IN COMBINATION OF CLASSIFICATIONS:

Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift.

HAZMAT PROJECTS:

Anyone working on a HAZMAT job (task), where HAZMAT certification is required, shall be compensated at a premium, in addition to the classification working in as follows:

LEVEL D + $.25 per hour - This is the lowest level of protection. No respirator is used and skin protection is minimal.

LEVEL C + $.50 per hour - This level uses an air purifying respirator or additional protective clothing.

LEVEL B + $.75 per hour - Uses same respirator protection as Level A.

Supplied air line is provided in conjunction with a chemical "splash suit".

LEVEL A +$1.00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line.

CARP0003-006 06/01/2007

SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, LEWIS(Piledriver only), PACIFIC (South of a straight line madeby extending the north boundary line of Wahkiakum County westto Willapa Bay to the Pacific Ocean), SKAMANIA AND WAHKIAKUM COUNTIES and INCLUDES THE ENTIRE

PENINSULA WEST OF WILLAPA BAY

SEE ZONE DESCRIPTION FOR CITIES BASE POINTS

ZONE 1:

Rates Fringes

Carpenters:

CARPENTERS $ 27.56 13.30

DIVERS TENDERS $ 30.28 13.30

DIVERS $ 68.84 13.30

DRYWALL $ 27.56 13.30

MILLWRIGHTS $ 28.04 13.30

PILEDRIVERS $ 28.04 13.30

DEPTH PAY:

50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET

101 TO 150 FEET $1.50 PER FOOT OVER 101 FEET

151 TO 200 FEET $2.00 PER FOOT OVER 151 FEET

Zone Differential (Add up Zone 1 rates):

Zone 2 - $0.85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00

BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER,

(NOTE: All dispatches for Washington State Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point.)

ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2: Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3: Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4: Projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities.

ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities

CARP0770-003 06/01/2009

Rates Fringes

Carpenters:

CENTRAL WASHINGTON:

CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN),

KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN)

AND YAKIMA COUNTIES

CARPENTERS ON CREOSOTE

MATERIAL $ 25.25 11.97

CARPENTERS $ 35.39 11.97

DIVERS TENDER $ 39.15 13.08

DIVERS $ 87.20 13.08

MILLWRIGHT AND MACHINE ERECTORS $ 36.39 11.97

PILEDRIVER, DRIVING, PULLING, CUTTING,

PLACING COLLARS, SETTING, WELDING OR

CRESOTE TREATED MATERIAL, ALL PILING $ 35.59 11.97

(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS

EXCEPT MILLWRIGHTS AND PILEDRIVERS

Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities:

Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend

Zone Pay:

0 -25 radius miles Free 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour

(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND

PILEDRIVER ONLY)

Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center

Zone Pay:

0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour

CARP0770-006 06/01/2009

Rates Fringes

Carpenters:

WESTERN WASHINGTON:

CLALLAM, GRAYS HARBOR, ISLAND,

JEFFERSON, KING, KITSAP, LEWIS

(excludes piledrivers only), MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum

County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES

BRIDGE CARPENTERS $ 35.39 13.08

CARPENTERS ON CREOSOTE MATERIAL $ 35.49 13.08

CARPENTERS $ 35.39 13.08

DIVERS TENDER $ 39.15 13.08

DIVERS $ 87.20 13.08

MILLWRIGHT AND MACHINE ERECTORS $ 36.39 13.08

PILEDRIVER, DRIVING, PULLING,

CUTTING, PLACING COLLARS, SETTING,

WELDING OR CRESOTE TREATED

MATERIAL, ALL PILING $ 35.59 13.08

(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS

EXCEPT MILLWRIGHTS AND PILEDRIVERS

Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities:

Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend

Zone Pay:

0 -25 radius miles Free 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour

(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND

PILEDRIVER ONLY)

Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center

Zone Pay:

0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour

ELEC0046-001 06/01/2009

CALLAM, JEFFERSON, KING AND KITSAP COUNTIES

Rates Fringes

CABLE SPLICER $ 44.89 3%+15.71

ELECTRICIAN $ 40.81 3%+15.71

* ELEC0048-003 07/01/2009

CLARK, KLICKITAT AND SKAMANIA COUNTIES

Rates Fringes

CABLE SPLICER $ 39.66 3%+$15.35

ELECTRICIAN $ 36.05 3%+$15.35

HOURLY ZONE PAY:

Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities:

Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria

Zone Pay:

Zone 1: 31-50 miles $1.50/hour Zone 2: 51-70 miles $3.50/hour Zone 3: 71-90 miles $5.50/hour Zone 4: Beyond 90 miles $9.00/hour

*These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus.

ELEC0073-001 07/01/2009

ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES

Rates Fringes

CABLE SPLICER $ 28.62 3%+12.98

ELECTRICIAN $ 28.22 3%+12.98

ELEC0076-002 02/28/2009

GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES

Rates Fringes

CABLE SPLICER $ 38.57 3%+14.75

ELECTRICIAN $ 34.75 3%+14.75

ELEC0112-005 07/01/2009

ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA,

YAKIMA COUNTIES

Rates Fringes

CABLE SPLICER $ 36.70 3%+13.73

ELECTRICIAN $ 34.95 3%+13.73

ELEC0191-003 03/01/2008

ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES

CABLE SPLICER $ 36.86 3%+12.98

ELECTRICIAN $ 33.51 3%+12.98

ELEC0191-004 03/01/2008

CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES

Rates Fringes

CABLE SPLICER $ 32.46 3%+12.81

ELECTRICIAN $ 29.51 3%+12.81

ELEC0970-001 01/01/2009

COWLITZ AND WAHKIAKUM COUNTY

Rates Fringes

CABLE SPLICER $ 34.68 3%+9.59

ELECTRICIAN $ 31.53 3%+9.59

ENGI0302-003 06/01/2009

CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF THE

120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP,

KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN), SAN JUNA,

SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN)

COUNTIES

PROJECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS SHOWN

BELOW)

Zone 1 (0-25 radius miles):

Rates Fringes

Power equipment operators:

Group 1A $ 35.79 15.15 Group 1AA $ 36.36 15.15 Group 1AAA $ 36.92 15.15 Group 1 $ 35.24 15.15 Group 2 $ 34.75 15.15 Group 3 $ 34.33 15.15 Group 4 $ 31.97 15.15

Zone Differential (Add to Zone 1 rates):

Zone 2 (26-45 radius miles) - $1.00 Zone 3 (Over 45 radius miles) - $1.30

BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1AAA - Cranes-over 300 tons, or 300 ft of boom (including jib with attachments)

GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft in height, base to boom

GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane-overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders-overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments

GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Crane-overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and/or shield;

Quad 9, HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers-self propelled 45 yards and over;

Slipform pavers; Transporters, all truck or track type

GROUP 2 - Barrier machine (zipper); Batch Plant Operaor- Concrete;

Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane-overhead, bridge type-20 tons through 44 tons; Chipper; Concrete Pump-truck mount with boom attachment; Crusher; Deck Engineer/Deck Winches (power); Drilling machine; Excavator, shovel, backhoe-3yards and under;

Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal/directional drill operator; Loaders-overhead under 6 yards; Loaders-plant feed; Locomotives-all; Mechanics-all; Mixers-asphalt plant; Motor patrol graders-finishing; Piledriver (other than crane mount); Roto-mill,roto-grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar…