specifications.doc

Forest Service Supplemental Specifications

Access Management 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.”

FP-03 FSSS Preface-1 (2/15/10)

101 - Terms, Format, and Definitions

101.00_nat_us_07_25_2005

101.01_nat_us_04_04_2007

101.01 Meaning of Terms

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

101.03_nat_us_06_16_2006

101.03 Abbreviation.

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:

101.04_ipnf_us_01_15_2010

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.”

FP-03 FSSS 101-1 (2/15/10)

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.

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:

FP-03 FSSS 101-2 (2/15/10)

Figure 101-1—Illustration of road structure terms.

FP-03 FSSS 101-3 (2/15/10)

Section 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.

FP-03 FSSS 102-1 (2/15/10)

Big One Bridge Repair Section 103 - Scope of Work 103.00_nat_us_02_16_2005

103 Delete.

Delete all but Subsection 103.01 Intent of Contract.

FP-03 FSSS 103-1 (2/15/10)

Section 104 - Control of Work 104.00_nat_us_06_16_2006 104 Deletions

Delete Subsections 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.”

FP-03 FSSS 104-1 (2/15/10)

Section 105 - Control of Material 105.02_ipnf_us_02_15_2010

105.02 Material Sources

Add the following before the first paragraph:

“Sources have been designated for this project as follows:

Concrete – Contractor-located source– There is no available Government source for concrete backfill for this project.

Ecology block – Contractor-located source – There is no available Government source for ecology blocks for this project.

Gate – Contractor-located source– There is no available Government source for gates for this project.

Object markers – Contractor-located source – There is no available Government source for ecology blocks for this project.

Rock – Contractor-located source - There is no available Government source for rock for this project.”

Seed & Fertilizer – Contractor-located source - There is no available Government source for seed and fertilizer for this project.”

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.”

FP-03 FSSS 105-1 (2/15/10)

106 - Acceptance of Work 106.01_nat_us_07_31_2007

106.01 Conformity with Contract Requirements.

Delete Subsection 106.01 and substitute the following:

“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 and replace work that does not conform to the contract, or to prevailing industry standards where no specific contract requirements are noted, at no cost to the Government.

FP-03 FSSS 106-1 (2/15/10)

(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.

FP-03 FSSS 106-2 (2/15/10)

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.”

106.07_nat_us_05_11_2004

106.07 Partial and Final Acceptance

Delete Subsection 106.07.

FP-03 FSSS 106-3 (2/15/10)

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_ipnf_us_02_15_2010

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.

FP-03 FSSS 107-1 (2/15/10)

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.

Crossing, operating in, or operating near water sources will only be permitted at appropriate times and locations as agreed to and designated by the Contracting Officer. Crossing locations shall not create unnecessary turbidity or water source disturbance.”

FP-03 FSSS 107-2 (2/15/10)

Section 108 - Prosecution and Progress

108.00_nat_us_02_16_2005

108 Delete.

Delete Section 108 in its entirety.

FP-03 FSSS 108-1 (02/05)

Section 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_ipnf_us_02_15_2010

109.02 Measurement Terms and Definitions.

Delete Subsection 109.02 (b) Contract quantity and substitute the following:

“(b) Method of Measurement.

(1) Actual quantity (A.Q.). The quantity is determined from measurements of completed work.

(2) Design quantity (D.Q.). The quantity to be paid is the quantity shown in the bid schedule. They are based upon the original design data available prior to the advertising the project. The design quantity will be adjusted for authorized changes that affect the quantity or for errors made in computing this quantity that changes the original design by more than 15%. If there is evidence the quantity specified as a design quantity is incorrect by more than 15%, submit calculations, drawings, or other evidence indicating why the quantity is in error and request, in writing, that the quantity be adjusted

(3) Lump sum quantity (L.S.Q.). These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They will not be measured.”

Change the following:

“(b) Cubic yard” to “(c) Cubic yard”.

FP-03 FSSS 109-1 (2/15/10)

Section 151 - Mobilization 151.01_ipnf_us_02_15_2010 Description

151.01

Add the following at the end of the last sentence:

“Work also includes cleaning of all equipment used at the project site. Clean all construction equipment prior to entry on the project site. Remove all dirt, plant parts, and material that may carry noxious weed seeds into the area. Only construction equipment inspected by the Forest Service will be allowed to operate within the project area. Treat subsequent move-ins of equipment the same as the initial move-in. Clean truck beds and dump boxes hauling to the project site prior to entering the work area.

Prior to initial move-in, the Contractor shall make all construction equipment available for inspection by the Contracting Officer at an agreed upon location. The Contractor shall provide the Contracting Officer at least 24 hours advance notification when equipment is ready for inspection.”

FP-03 FSSS 151-1 (2/15/10)

Section 155 - Schedules for Construction Contracts

155.00_nat_us_05_11_2004

155 Delete.

Delete Section 155 in its entirety.

FP-03 FSSS 155-1 (05/04)

Section 156 – Public Traffic

156.00_ipnf _us_2_15_2010 Delete Section 156 in its entirety and substitute the following:

Description

156.01 This work consists of controlling and protecting public traffic adjacent to and with the project.

Material

156.02 Conform to the MUTCD and the following Sections and Subsections:

Construction sign panels

Temporary traffic control devices

718.22

Construction Requirements

156.03 General. Unless otherwise noted or directed by the CO, keep designated open roads available to all traffic during road closure work, and maintain them in a condition that will adequately accommodate traffic. Delays may not exceed 30 minutes at any one time followed by an open period of no less than 30 minutes. Work is not allowed on holidays.

Perform no work that interferes or conflicts with traffic or existing access to the roadway surface until a traffic control plan has been approved. Post construction signs and traffic control devices in conformance with MUTCD. All required signs will be in place and approved prior to beginning work on project.

Do not block any motorized or non-motorized vehicle with any type of road or trail closure. Survey the road or trail before performing the road closure.

156.04 Temporary Traffic Control. Install and maintain temporary traffic control devices adjacent to and within the project as required by the approved traffic control plan and the MUTCD. Install and maintain traffic control devices as follows:

(a) Furnish and install traffic control devices before the start of construction operations.

(b) All detours outside of clearing limits will be approved in writing by the Contracting Officer as part of the traffic control plan.

(c) Install only those traffic control devices needed for each stage or phase.

(d) Relocate temporary traffic control devices as necessary.

FP-03 FSSS 156-1 (2/15/10)

(e) Remove devices that no longer apply to the existing conditions.

(f) Immediately replace any device that is lost, stolen, destroyed, or inoperative.

(g) Keep temporary traffic control devices clean.

(h) Remove all temporary traffic control devices upon contract completion or when approved.

(i) When required, use flaggers certified by the American Traffic Safety Services Association, the National Safety Council, the International Municipal Signal Association, a state agency, or other acceptable organization. Perform the work described under MUTCD Part 6. Use type III, VII, VIII, or IX retroreflective sheeting on flagger paddles. Do not use flags. Flaggers must wear high visibility safety apparel as required by MUTCD 6E.02.

156.05 Temporary Closures. Prior to closing roads during construction, give written notice to the Contracting Officer at least 10 days in advance. Maintain traffic control devices during closure period(s). Appropriate barricades and signs will be erected and maintained as shown in the traffic control plan or as otherwise designated.

156.06 Acceptance. Public traffic work will be evaluated under Subsection 106.02.

Measurement and Payment

156.07 Do not measure Public Traffic for payment. Compensation is made as an indirect payment.

FP-03 FSSS 156-2 (2/15/10)

Section 203 - Removal of Structures and Obstructions

203.01_ipnf_us_02_15_2010 Description

203.01

Delete Subsection 203.01 and substitute the following:

“This work consists of disposing of construction slash and debris, salvaging, removing, and disposing of existing gates, jersey barriers, and other obstructions.”

203.04_ipnf _us_02_15_2010

203.04 Removing Material.

Add the following:

“Existing gates, jersey barriers, and other obstructions designated for removal as shown on the plans shall become the property of the Contractor and removed from National Forest System Lands for disposal in accordance with All Federal, State, and local laws and regulations. Use Pay Items listed under 622 as shown in the bid schedule to remove gates, jersey barriers and other obstructions that are not shown on the plans as determined by the Contracting Officer. Salvageable items are the property of the government and will be disposed of by the government. ” 203.07_ipnf_us_02_5_2010 Measurement

203.07

Delete the entire Subsection.

203.08_ipnf_us_02_15_2010 Payment

203.08 Delete Subsection 203.08 and substitute the following:

“Do not measure removing material for payment. Compensation is made as an indirect payment to Section 650 pay items listed in the bid schedule.”

FP-03 FSSS 203-1 (2/15/10)

Forest Service Supplemental Specifications

Section 614 – LEAN CONCRETE BACKFILL

614.01_ipnf_us_02_15_2010 Description

614.01

Delete Subsection 614.01 and substitute the following:

“This work consists of constructing lean concrete backfill for gate installation as shown on the plans.”

614.07_ipnf_us_02_15_2010 Measurement

614.07

Delete the entire Subsection.

614.08_ipnf_us_02_15_2010 Payment

614.08

Delete Subsection 614.08 and substitute the following:

“Do not measure constructing lean backfill for payment. Compensation is made as an indirect payment to Section 650 pay items listed in the bid schedule.”

FP-03 FSSS 614-1 (2/15/10)

Section 622 – Rental Equipment 622.01_ipnf_02_15_2010 Description

622.01 Add the following:

“Pay Items listed under 622 as shown in the bid schedule shall be utilized to place rock in rock barriers and install trees in earth barriers.“ 622.02_ipnf_02_15_2010 Construction Requirements

622.02 Rental Equipment

Delete the first two sentences of the first paragraph and add the following:

“Provide an Endloader/Backhoe with the following specifications:

Minimum 75 SAE Net horsepower.

Minimum extended digging depth of 17’.

Minimum loader bucket capacity of 1.3 cubic yard.

4 in 1 loader bucket.

Minimum 12” backhoe bucket width.

Minimum operating weight of 13,000 lbs.

Must be equipped with four-wheel drive.

Must be equipped with an enclosed cab.

Machine must be in good, safe operating condition with no fluid leaks or deficiencies that would limit operating capability.

Must be equipped with backup warning device

Four-way flashing or flashing amber warning light.

1990 model or newer.

Or similar type of equipment as accepted by the Contracting Officer.

FP-03 FSSS 622-1 (2/15/10)

Provide an End Dump Truck with the following specifications:

Meets all safety standards set by the State of Idaho and U.S. Forest Service and is licensed to haul designated materials within the State of Idaho.

10 to 12 cubic yards rated capacity. A minimum of 10 cubic yards with sideboards at water level.

End dump with removable tailgate.

Single unit tandem drive axle.

Hydraulic hoist.

No fluid leaks.

Backup warning device.

Equipped with C.B. radio for driver safety.

Spare tire shall be located on truck and shall have a minimum 50% of original tread.

Provide a Hydraulic Excavator with the following specifications:

Minimum 125 SAE net horsepower.

Minimum digging depth of 20 feet.

Bucket capacity range of 1 – 2 cubic yards.

Minimum transport width of 8’-6”.

Minimum lifting capacity of 10,000 pounds.

Minimum operating weight of 40,000 lbs.

Tracked, crawler type.

Bucket must be equipped with claw style, hydraulically operated ‘thumb’, with teeth capable of grasping material.

Hook or Eye on backside of bucket to allow attachment of chain, cable, or choker.

Machine must be in good, safe operating condition with no fluid leaks or deficiencies that would limit operating capability.

Must be equipped with an enclosed cab.

1990 model or newer.

Or similar type of equipment as accepted by the Contracting Officer.”

Measurement 622.04 Delete the second paragraph and replace with the following:

Time shall be recorded in quarter hour increments. Measure time in excess of 40 hours per week at the same rate as the first 40 hours.

FP-03 FSSS 622-2 (2/15/10)

Section 625 – Turf Establishment

625.01_ipnf _us_02_15_2010 Description

625.01

Delete Subsection 625.01 and substitute the following.

“This work consists of soil preparation, fertilizing, and seeding of all disturbed areas.”

625.02_ipnf _us_02_15_2010 Material

625.02 Conform to the following subsections.

Delete Subsection 625.02 and substitute the following.

“Conform to the following Subsections:

Fertilizer

713.03

Seed

713.04” 625.03_ipnf _us_02_15_2010 Construction Requirements

625.03 General.

Delete Subsection 625.03 and substitute the following:

“Time of application shall be as specified below:

During the Months marked with an 'X' below:

Should climatic conditions permit, application may be performed outside the months marked above upon written approval by the Contracting Officer. Do not seed during windy weather or when the ground is excessively wet, frozen, or snow covered.

FP-03 FSSS 625-1 (2/15/10)

625.04_ipnf _us_02_15_2010

625.04 Preparing Seedbed.

Delete Subsection 650.04 and substitute the following:

“Ensure that the soil is in a roughened condition favorable for germination and growth.”

625.05_ipnf _us_02_15_2010

625.05 Watering.

Delete entire subsection.

625.06_ipnf _us_02_15_2010

625.06 Fertilizing.

Delete subsection 625.06 and substitute the following:

“Apply fertilizer having a chemical analysis as listed below by the following method.

Nutrient

Percent Nitrogen (N)

Phosphate (P2O5)

Water-soluable potash (K2O)

(a) Dry Method. Apply the fertilizer with approved mechanical equipment. Hand operated methods are satisfactory on area inaccessible to mechanical equipment. Application rate is 200 lbs./acre.

625.07_ipnf _us_02_15_2010

625.07 Seeding.

Delete subsection 625.07 and substitute the following:

“Apply seed with the following composition as listed below and by the following method.

FP-03 FSSS 625-2 (2/15/10)

The kinds of seed to be furnished and the amounts to applied in terms of pure live seed (PLS) shall be as follows.

Acceptable substitutes:

Blue wildrye "Arlington" or "Elkton" (Elymus glaucus) @ 3 PLS LBS/AC for slender wheatgrass

Streambank wheatgrass "Sodar" @ 3 PLS LBS/AC for slender wheatgrass

* Streambank wheatgrass "Sodar" @ 1 PLS LBS/AC for Alsike clover if treating weeds w/herbicides or if use of Alsike clover would conflict with other resource values (e.g. grizzly bear habitat).

Pounds of seed per acre to be furnished shall be obtained by dividing the pounds of pure live seed per acre required by the product of the percent purity times the germination rate:

PLS Lbs/acre = pounds commercial seed per acre purity x germination

Example:

5 PLS Lbs/acre = 6.54 pounds of commercial seed per acre

0.9 x 0.85

(where purity = 90% and germination = 85%)

(a) Dry Method. Apply the seed with approved power driven seeders, drills, or other mechanical equipment. Hand-operated seeding methods are satisfactory on areas inaccessible to mechanical equipment.”

625.08_ipnf _us_02_15_2010

625.08 Mulching.

Delete entire subsection.

FP-03 FSSS 625-3 (2/15/10)

Section 635 - Temporary Traffic Control 635.01_ipnf _us_02_15_2010 Description

635.01 General.

Add the following:

“Install temporary traffic control signs to temporary posts or approved temporary sign mounts. Place as shown on the Sign Plan. All installed signs must meet current MUTCD standards.”

635.26_ipnf _us_02_15_2010

635.26

Delete the entire Subsection.

635.27_ipnf _us_02_15_2010 Payment

635.27 Delete Subsection 635.27 and substitute the following:

“Do not measure construction signing for payment. Compensation is made as an indirect payment to Section 151 pay items listed in the bid schedule.”

FP-03 FSSS 635-1 (2/15/10)

Section 650 – road closure DEviCES 650.00_ipnf _us_02_15_2010 Description

650.01 This work consists of furnishing and installing or installing only road closure devices using fabricated gates and accessories, ecology block barriers, earth barriers, and rock barriers.

Material

650.02 Materials to be used in fabricating gates and barriers shall be as shown on the plans.

Metal beam elements, steel posts, structural steel and steel pipe shall meet the requirements as shown on the plans.

Ecology blocks shall be industry standard, free of excessive chips or cracks as approved by the Contracting Officer.

Earth barriers shall be constructed as shown on the drawings from excavated material adjacent to the barrier location or from other locations as determined by the

Contracting Officer.

Conform to the following Section and Subsections:

Lean concrete backfill

Rock

705.02

Miscellaneous Material

725.11

650.03 Perform minor clearing of trees, brush, and other obstacles that interfere with road closure device installation and scatter clearing slash and debris outside of the clearing limits. Install gates and barriers at locations designated by the Contracting Officer and as shown on the plans. Road and trail closure locations may vary up to 100’ of the staked location as determined by the Contracting Officer. Dispose of excess unsuitable material on the road or trail in close proximity to the gate or barrier. Spread the material in 6” lifts the full width of the road or trail. Hauling and spreading equipment shall be operated uniformly over the full width of each layer. Other methods may be used when approved by the Contracting Officer.

FP-03 FSSS 650-1 (2/15/10)

Trees may be designated and incorporated into earth barriers by utilizing Pay Items listed under 622 as shown in the bid schedule and as determined by the Contracting Officer.

All road closure devices shall be constructed to the dimensions shown on the plans and placed at the location shown on the plans or as determined by the Contracting Officer.

All posts shall be set vertically and embedded to the depth shown on the plans. Concrete for embedment shall be placed against undisturbed earth within an excavation sized to achieve the embedment dimensions. The Contracting Officer shall approve gate installation before addition of concrete.

Welding required in assembling gates shall be done in accordance with the best modern practice and the applicable requirements of AWS D1.1.

All object markers accessory to the road closure devices shall be furnished by the Contractor and installed by the Contractor. Access management signs are furnished by the Government and installed by the Contractor.

650.04 Acceptance. Material for road closure devices will be evaluated under Subsections 106.02 and 106.03.

Installation of road closure devices will be evaluated under Subsections 106.02 and 106.04.

650.05 Measure the Section 650 items listed in the bid schedule according to Subsection 109.02.

650.06 The accepted quantities will be paid at the contract price per unit of measurement for Section 650 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

FP-03 FSSS 650-2 (2/15/10)

Section 705 – Rock

705.00_ipnf _us_02_15_2010

Delete Section 705 in its entirety and substitute the following:

Description

705.01 This work consists of furnishing, hauling and stockpiling rock.

Material

705.02 Rock. Furnish hard, durable, angular rock that is resistant to weathering and water action and free of organic or other unsuitable material. Do not use shale, rock with shade seams, or other fissile or fissured rock that may break into smaller pieces in the process of handling and placing. Conform to the following:

(a) Apparent specific graviaty, AASHTO T 85

2.50 min.

(b) Absorption, AASHTO T 85

4.2% max.

(c) Coarse durability index, AASHTO T 210

50 min.

(d) Gradation for the class specified

Table 705-1 Table 705-1 Requirements for Rock

FP-03 FSSS 705-1 (2/15/10)

705.03 Acceptance. Rock class shall be determined by the Contracting Officer. Material for rock will be evaluated under Subsections 106.02 and 106.03.

705.04 Measure the Section 705 items listed in the bid schedule according to Subsection 109.02. Supply a weight ticket from a certified scale.

705.05 The accepted quantities will be paid at the contract price per unit of measurement for Section 705 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

FP-03 FSSS 705-2 (2/15/10)

Section 725 – MISCELLANEOUS MATERIAL

725.00_ipnf _us_02_15_2010 Delete Section 725 in its entirety and substitute the following:

Description

725.01 This work includes furnishing, hauling and stockpiling ecology blocks.

Material

725.02 Conform to the following Subsection:

Precast Concrete Units and Accessories

725.11

Or other type of precast concrete unit as approved by the Contracting Officer.

725.03 Acceptance. Ecology blocks will be evaluated under Subsections 106.02 and 106.03.

Measurement

725.04 Measure the Section 725 items listed in the bid schedule according to Subsection 109.02.

Payment

725.05 The accepted quantities will be paid at the contract price per unit of measurement for Section 725 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

FP-03 FSSS 725-1 (2/15/10)