Attachment_No._3_Specifications.pdf

800.1 – Definitions

Wherever in these specifications, or in other contract documents, the following terms, or pronouns in place of them, are used, the intent and meaning shall be interpreted as follows:

Agreed or Approved. Official agreement or approval by use of a written document issued by the Government. Agreements also require signature of Service Provider's Representative and are dated.

Base course. The layer or layers of material placed on a sub base or a subgrade to support a surface course. (See Illustration of Road Maintenance Terms.)

Berm. A curb or dike that controls roadway runoff water, or delineates traffic direction.

Broad based dip. A shallow ditch placed across the roadbed to remove water from the roadbed surface that can be driven across by high clearance vehicles; usually placed diagonal to the centerline.

Catch Basin. The area immediately adjacent to inlet invert of the culvert.

Channel. A natural waterway leading into or away from a culvert or bridge.

Cross ditch. A shallow ditch placed across the roadbed to remove water from the roadbed surface that can be driven across by full-size pickups or other high clearance vehicles; usually placed diagonal to thecenterline.

Culvert. Any structure that provides a passageway, drain, or waterway under a road or embankment.

Ditch. A relatively long narrow excavation placed to collect or disperse water.

Drainagedip. A drainage structure that was previously constructed within the roadbed surface to form a uniform depression that allows routine passage of vehicles while diverting water from the traveled way.

Drainage ditch. A ditch located parallel to and abutting the roadbed.

Drainage structure. A term identifying manufactured devices placed to control water movements.

Drawings. Illustrations showing details of required work.

Equipment. All machinery, operating supplies and tools necessary for the proper performance and acceptable completion of the work.

Excess Material. Material from the roadway in excess to that needed for maintenance of roadway.

Fore slope. The slope of the ditch section nearest to the traveled way.

Grade. The vertical alignment of the top surface of the road.

Section 800 – Definitions and Abbreviations

Highway Vehicles. Vehicles such as, passenger cars and high clearance vehicles.

High Clearance Vehicles. Vehicles such as, pickups, 4x4s, and log trucks.

Hydrologic Function. Physical properties of the occurrence and movement of water on the earth's surface and in particular that part which crosses transportation systems.

Illustration of Road Maintenance Terms – See drawing 801-1 Illustration of Road Structure Terms.

Lead-off ditch. A ditch used to remove water from roadside drainage ditches, the roadway, cattle guards, or drainage structures such as culverts and drainage dips.

Materials. Any substances specified for use in the performance of the work.

Measurement. The process of identifying the dimensions, quantity, or capacity of an item.

Nominal Dimensions or Weights. The numerical values shown on the drawings or in the specifications as measurements for the work.

Original Contract Quantities. Those estimated quantities shown in the Schedule of Items as awarded.

Patching. Minor repairs.

Paved Surface or Pavement. Denotes asphalt, concrete, or other stabilized materials excluding natural aggregates. Dust palliative treatments are not considered as pavement.

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.

Roadbed. The portion of a road between the intersection of the subgrade and side slopes, excluding that portion of the ditch below the subgrade.

Road Listing. A preliminary listing of road locations and any established work priorities.

Schedule of Items. A schedule in the contract that contains a listing and description of maintenance items, quantities, units of measure, methods of measurement, unit price, andamount.

Shoulder. The portion of the roadway continuous to the traveled way for accommodation of stopped vehicles, emergency use, and lateral support of travel way structure.

Slough or Slide. Material deposited on the roadway that may need to be repositioned or removed.

Slump. A localized portion of the roadbed that has slipped, or otherwise become lower than the adjacent roadbed, and constitutes a hazard to traffic.

Standard Specifications. Specifications for all divisions of work.

Subgrade. Top surface of roadbed upon which the pavement structure, shoulders, and curbs are constructed.

Traveled Way. The portion of the roadway designated for the movement ofvehicles, exclusive of shoulders but including turnouts and curve widening.

Turnouts. A short auxiliary lane on a one-lane road provided for passage ofmeeting vehicles.

Unit of Measure. The unit and fractions of units shown in the Schedule of Items.

Unsuitable Material. Material removed during maintenance, which must be disposed of in designated locations. Includes material with substantial amounts of vegetation or other objectionable material.

Water bar. A deeper type cross ditch, which is not intended for standard passenger vehicles.

Work Schedule. The Service Provider's current schedule for work progression.

800.2 – Abbreviations

Whenever in these specifications, or in other contract documents, the following terms, or pronouns in place of them, are used, the intent and meaning shall be interpreted as follows: (Reference to a specific standard or specification shall mean the latest addition or amendment thereto in effect on date of invitation for bids.)

AASHTO – American Association of State Highway and Transportation Officials.

ASTM – American Society for Testing and Materials.

EPA – Environmental Protection Agency.

FAR – Federal Acquisition Regulation System.

FED SPEC – Federal Specifications.

FP-14 – Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects.

FSSS – Forest Service Supplemental Specifications

MSHA – Mine Safety Health Administration.

MUTCD – Manual of Uniform Traffic Control Devices.

NBS – National Bureau of Standards.

OSHA – Occupational Safety and Health Act.

• U.S. Customary Units of measure are used in conjunction with these specifications.

• The methods of measurement and computation will be those necessary to accurately determine the quantities of materials furnished and work performed.

• All items, which are measured by the foot, will be measured parallel to its longitudinal centerline, unless otherwise shown on the drawings.

• A station when used as a definition of term or measurement will be one hundred feet, or a precise location along a survey line.

• Miles will, in the absence of known distances from existing plans or surveys, be determined by the Government using a calibrated survey odometer or equal substitute operated on the traveled way at or parallel to road centerline.

• The term "ton" means 2000 pounds. Trucks used to haul material measured by truck weight shall be weighed empty at least once daily, and each truck shall bear a plainly legible identification mark. Weight tickets furnished by the Contractor from certified scales will be used to determine weight measurements.

• Materials measured by the cubic yard (CY) in the hauling vehicle shall be measured therein at the point of delivery. Vehicles may be of any size or type, provided that the box is of such shape that the actual volume may be readily and accurately determined.

• Measurement by the acre will use the length and width treated. Measurement of width will approximate significant slope breaks, but will not include minor deviations along the slopes. The measured slope distance for the length will multiply width treated and converted to a standard 10,000 square yard or acreage value of the surface area treated.

• Measure square yard with horizontal longitudinal and traverse measurements.

• The term "lump sum" when used in the Schedule of Items means the complete unit as required by or described in the contract.

• Measurement will be made of each item or unit of work, as shown in the Schedule of Items, completed and accepted in accordance with the contract provisions, specifications, and drawings.

Section 801 – General

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NOTE: SHAPES AND DIMENSIONS WILL VARY TO FIT LOCAL CONDITIONS.

SEE DRAWINGS FOR TYPICAL SECTIONS.

X AND Y DENOTE CLEARING OUTSIDE OF ROADWAY.

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DO NOT SCALE OFF DRAWING

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

PACIFIC NORTHWEST REGION-6

APPROVED: DWG NO:

801-1

DATE:

DRAWING:

DRAWN BY:

Title: FILE NAME:

SEPTEMBER 13, 2004

OF:

US FOREST SERVICE

ILLUSTRATION OF ROAD STRUCTURE TERMS 801-1

807.1 – Service Required

Furnishing and operating equipment.

807.2 – Performance Standards

• Equipment will be weed free before it used on National Forest System lands.

• Make equipment available for inspection and approval before use.

807.3 – Location of Work

Location of work is as specified on roads listed on the ROAD LISTING, SHOWN ON THE PLANS, or as ordered by the Contracting Officer.

807.4 – Measurement

• The accepted quantities will be paid at the established hourly rate, rounded to the nearest half

(1/2) hour, that the equipment is in operation.

• Non-operable equipment or equipment dependent on another piece of non-operable equipment will not be paid for.

• Hours of operation shall be the same as for the Service Provider's regular work shift, unless otherwise directed in writing by the Contracting Officer.

• Moving of equipment will be paid at the established hourly rate.

807.5 – Payment

The accepted quantities will be paid at the contract price per unit of measurement for the Section 807 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this Section.

Pay Item Description Pay Unit 807(01) Excavator Hour 807(02) Backhoe Hour 807(03) Grader Hour 807(04) Crawler tractor (Bulldozer) Hour 807(05) Dump truck Day 807(06) Roller Day 807(07) Jumping jack Day

Section 807 – Equipment Rental

807.6 Acceptable Quality Levels

Description Major Minor Allowable Defects Required Action Defect Defect Major Minor Major Minor

Weed free equipment

Equipment not weed free.

N/A

N/A Equipment rejected until it can be made weed free

Maintenance of Equipment

Equipment not capable of operating at least 90% of the time

N/A Replace defective equipment

Equipment meets all state and federal regulations

Does not meet state and federal regulations

Bring equipment up to state and federal regulations or replace

Equipment leaks

Equipment leaks in sensitive areas or leaks that are large and not typically inherent in the specific equipment

Small leaks inherent in the specific type equipment

Replace equipment and restore affected site as directed by the Contracting Officer

Place absorbent pads under equipment when not operating.

Equipment will be operated by a fully trained, qualified, and competent operator at all times.

Operator not fully trained, qualified, and competent.

Stop equipment operation until a fully trained, qualified, and competent operator is available. Repair any damage done by incompetent operator as directed by the Contracting Officer

811.1 – Service Required

Smooth and shape native or aggregate surfaced roads including traveled way, shoulders, turnouts, and intersections. Reshape or recondition ditches, water bars, and drain dips.

811.2 – Performance Standards

Maintenance Level 4 and 5 Roads A road surface is maintained to standard when the travel way is free of washboards, potholes, or other irregularities. The surface is smooth, compact, crowned or sloped to drain, without segregation of the surfacing materials. Suitable materials have been recovered and incorporated. Unsuitable materials have been removed. Ditches and road surface drainage structures function efficiently.

Unpaved shoulders are shaped to provide a smooth transition from the paved surface and drain efficiently.

Maintenance Level 3 Roads A road surface is maintained to standard when the surface is compact, crowned, or sloped to drain, without segregation of the surfacing materials. The road surface has no ruts or rills, suitable materials have been recovered and incorporated. Unsuitable materials have been removed. Ditches and road surface drainage structures function efficiently.

Maintenance Level 2 Roads A road surface is maintained to standard when the surface is shaped to drain, and where ditches and road surface drainage structures function efficiently. The road surface has no continuous ruts or rills, and no large concentrations of unsuitable materials remain.

All Roads When ordered by the Contracting Officer to work in a weed infested area the contractor will be required to prevent spreading the infestation into un-infested areas by cleaning vehicles and equipment. The contractor will use wash stations approved by the Contracting Officer.

811.3 – Location of Work

PLANS, marked on the ground, or as ordered by the Contracting Officer. Locations of weed infested areas are marked on the ground. Do not operate in the weed infested areas unless ordered to do so by the Contracting Officer.

811.4 – Measurement

Measurement under this Section will be made by the total number of units for each item listed in the SCHEDULE OF ITEMS completed and accepted.

• Mile: Work activity will be measured along the centerline of the road regardless of the number of lanes.

Section 811 – Surface Maintenance

811.5 – Payment

The accepted quantities will be paid at the contract price per unit of measurement for the Section 811 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this Section.

811(01) Surface maintenance level 4 and 5 roads Mile 811(02) Surface maintenance level 3 roads Mile 811(03) Surface maintenance level 2 roads Mile

811.6

Surface Irregularities (Level 4&5)

Potholes greater than 2" deep and wider than 1 foot

Potholes 2" or less deep and 1 foot or less wide

1 per unit

Rework

Rework if greater than 2 minor defects

Washboards greater than 1" deep

Washboards 1” or less deep and not exceeding 20 feet long

2 minor defects

Surface Irregularities (Level 3)

Potholes greater than 2" deep and wider than 1 foot

Potholes 2” or less deep and 1 foot or less wide

2 minor defects

Washboards greater than 1" deep

Washboards less than 1" deep and not exceeding 20 feet long

2 minor defects

Road Cross Section

(Level 4&5)

Crown or Cross Slope is not uniform and does not drain as specified on more than 250' of surface per mile

Crown or Cross Slope is not uniform and does not drain as specified on less than 250' of surface per mile

4 per unit

4 minor defects *

(Level 3)

Crown or Cross Slope is not uniform and does not drain as specified on more than 250' of surface per mile

Crown or Cross Slope is not uniform and does not drain as specified on less than 250' of surface per mile

(Level 2)

Road surface does not drain properly and causes erosion, or obstructs high clearance vehicles

Road surface does not drain properly, but does not cause erosion

4 minor defects

Oversized Material (Level 3&4 aggregate surfaced roads)

Material greater than 3" diameter remaining on the road surface

Material less than 3" diameter remaining on the road surface and traffic safety is not compromised

2 per unit

X major defects *

Rework if greater than 2 minor defects

Oversized Material (Level 2)

Objects in traveled way that obstruct high clearance vehicles

Debris in traveled way that may impede high clearance vehicles

Rework Rework if greater than

Backslopes

Undercut backslope will result in destabilization of slope

Undercut backslope will not result in destabilization of slope

Repair and Stabilize Revegetate if greater than 4 minor defects *

Compaction

Visible displacement occurs under hauling or spreading equipment

Ditches and Road Drainage Structures

Impeded flow or water diverted out of drainage structures

< 20% impeded, but water will stay in the channel

Rework Rework if greater than

813.1 – Service Required

Load, haul, and place surface material to repair or stabilize road surfaces.

813.2 – Performance Standard

• Spot surfacing is complete when the designated quantity of the ordered material has been placed.

• All materials transported onto National Forest System land will be weed-free. Written documentation of methods used to determine the weed-free status of any and all materials furnished by the contractor will be furnished to the Contracting Officer before transport of any materials onto National Forest System land.

813.3 – Location of Work

813.4 – Measurement

• Material measured by the ton shall be verified by certified weight tickets.

813.5 – Payment

The accepted quantities will be paid at the contract price per unit of measurement for the Section 813 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this Section.

813(01) Spot Surfacing – Gradation per KTC Ton

Section 813 – Spot Surfacing

813.6

Description Major Minor Allowable

Defects Required Action

Defect Defect Major Minor Major Minor Depth of Aggregate Dimension of spot surfacing deviates by more than 1" from depth specified. Or less than 1" from dimension specified but is consistently high or low.

Dimension of spot surfacing deviates by 1" or less than from depth specified and not consistently high or low.

0 N/A If depth is low, correct placement of aggregate to specified dimensions.

If depth is high only pay for ordered amount

Accept aggregate as placed, pay only for delivered quantities.

Width of Aggregate Dimension of spot surfacing is less than specified width or more than 1' wider than specified.

Dimension of spot surfacing is up to 1' wider than specified but not consistently wide.

0 N/A If width is narrow, correct placement of aggregate to specified dimensions. If width is too wide reshape.

Accept aggregate as placed, pay only for delivered quantities.

Length Dimension of spot surfacing is shorter than specified length or more than 100' longer than specified.

Dimension of spot surfacing is shorter than specified length or up to 100' longer than specified.

0 N/A If length is shorter than specified, correct placement of aggregate to specified dimensions.

If too long pay only for ordered amount.

Accept aggregate as placed, pay only for delivered quantities.

Compaction Visible displacement occurs under heady spreading equipment

N/A 0 N/A Rework N/A

Aggregate Quality Does not meet specified gradation or durability requirements and is not suitable for intended use

Does not meet specified gradation or durability requirements and is suitable as intended.

0 N/A Reject and replace

Accept but may reduce payment.

814.1 – Service Required

Repair and cleaning of pavement surfaces.

814.2 – Performance Standard

This work is complete when the pavement is clean and free of cracks, potholes, and surface irregularities.

Follow industry standards as outlined in the Asphalt Institute Manual Series Number 16.

814.3 – Location of Work

Location of work is as specified on roads listed as SHOWN ON THE PLANS, or as ordered by the Contracting Officer.

814.4 – Measurement

• Single Lane Roads: The work activity will be measured along the centerline of the roadway.

Turnouts are incidental. Measurement will be to the nearest one-tenth (0.1) mile.

• Double Lane Roads.: The work activity will be measured along the centerline of the roadway.

Measurement will be to the nearest one-tenth (0.1) mile.

• Mile: Work activity will be measured along the centerline of the road regardless of the number of lanes.

• Ton: Material measured by the ton shall be verified by certified weight tickets.

• Linear Foot: Work activity by the linear foot will be measured using standard survey methods rounded to the nearest one (1) foot.

814.5 – Payment

The accepted quantities will be paid at the contract price per unit of measurement for the Section 814

814(01) Patching – Full depth Ton 814(02) Patching – Deep Ton 814(03) Patching – Thin surface Ton 814(04) Patching – Cold weather / Emergency Ton 814(05) Sealing – Crack Linear foot 814(06) Paved surface cleaning (Single lane) Mile 814(07) Paved surface cleaning (Double lane) Mile

Section 814 – Asphalt Surface Maintenance

814.6

Patching

Finished elevation does not match adjoining segments by more than 1/4 inch

Patched material does not properly adhere to adjacent surfaces N/A 0 N/A Rework N/A

Area to be patched is not properly prepared N/A 0 N/A Rework N/A

Sealing

Crack Sealant does not completely fill the cracks greater than 1/4 inch

Crack Sealant does not completely fill the cracks 1/4 inch or less

Accept

Crack sealant does not properly adhere to adjacent surfaces N/A 0 N/A Rework N/A

Area to be sealed is not properly prepared N/A 0 N/A Rework N/A

Surface Cleaning More than 5% of surface is not cleaned as specified

Less than 5% of surface is not cleaned as specified 0 X per unit Rework Accept but may reduce payment.

Asphalt Quality

Product and gradation does not meet Specifications and is not suitable for job.

Product and gradation does not meet Specifications but is otherwise suitable for job.

X per unit Reject and replace Accept but may reduce payment.

832.1 – Service Required

Load, haul, and place material at designated sites.

832.2 – Performance Standard

Loading, hauling, and placing is complete when no obstruction remains in or adjacent to the roadway or in ditches which would have the potential to interfere with traffic use, block or divert water from structures or channels. This includes relocation, repositioning, stabilization, and revegetation as ordered by the Contracting Officer.

832.3 – Location of Work

832.4 – Measurement

• Cubic Yard (CY): The quantity will be the number of cubic yards measured in the vehicles.

• Mile: Work activity will be measured along the shortest feasible route to the nearest one (1) mile, from the starting location of the move, to the ordered work site.

832.5 – Payment

The accepted quantities will be paid at the contract price per unit of measurement for the Section 832

832(01) Load, haul and place material Ton – mile 832(02) Load, haul and place material CY – mile

Section 832 – Load, Haul, and Place Materials

832.6

Description Major Minor Allowable Defects Required Action

Slopes Unstable material left on slopes Material left on slopes that can be stabilized and won't block drainages

0 5 per unit Remove Remove or stabilize in place

Back slopes Undercut backslope will result in destabilization of slope

Undercut backslope will not result in destabilization of slope

0 5 per unit Repair and Stabilize Revegetate if greater than 5 minor defects

Ditches, inlet/outlet channels, streams and catch basins water will be diverted out of the drainage structure or soil enters system

< 20% impeded, but water will stay in the channel.

0 5 per unit Rework Rework if greater than 5 minor defects

Debris on Road (ML 4-5) Any debris in traveled way

Debris in traveled way that may slow or impede traffic.

0 5 per unit Rework Rework if greater than 5 minor defects

Debris on Road (ML 3) Debris in traveled way that may impede traffic.

Debris in traveled way that may slow traffic.

0 5 per unit Rework Rework if greater than 5 minor defects

Debris on Road (ML 2) Objects in traveled way that obstruct high clearance vehicles

Debris in traveled way that may impede high clearance vehicles

0 5 per unit Rework Rework if greater than 5 minor defects

Placed Material (Disposal Sites)

Unstable material on designated sites.

0 N/A Stabilize N/A

Re vegetation No revegetation work done

Revegetation work incomplete

10 per unit 15 per unit Rework if greater than 10 minor defects

Rework if greater than 15 minor defects

833.1 – Service Required

Install or remove drainage structures including culverts, water-bars, drivable drain dips, and cross ditches.

833.2 – Performance Standard

Drainage structure installation is complete when culverts, water-bars, drivable drain dips and cross ditches have been installed to the lines and grades specified, and drainage structure removal is complete when designated culverts, water-bars and cross ditches have been removed and culverts have been properly disposed of.

833.3 – Location of Work

833.4 – Measurement

• Mile: Work activity will be measured along the centerline of the road regardless of the number of lanes.

• Linear Foot: Work activities by the linear foot will be measured using standard survey methods rounded to the nearest one (1) foot. Culvert bands are incidental to the installation.

833(01) 18-in aluminized corrugated metal pipe Linear foot 833(02) 24-in aluminized corrugated metal pipe Linear foot 833(03) 36-in aluminized corrugated metal pipe Linear foot 833(04) Culvert removal Each 833(05) Water bar installation Each 833(06) Water bar removal Each 833(07) Cross ditch installation Each 833(08) Cross ditch removal Each 833(09) Drivable grade dip installation Each

Section 833 – Drainage Structure Installation or Removal

833.5

Culvert size Culvert is shorter than the designated length shown on the drawings.

Culvert is longer than the designated length shown on the drawings.

0 0 Replace or add section to fit geometry of road.

Remove excess culvert and treat cut end, or harden fill slope to prevent erosion and pay for ordered length

Grade and alignment of culvert

More than 10% deviation from original lines and grades.

10% or less deviation from original lines and grades.

0 1 per unit Remove and replace culvert

Repair if greater than 1 minor defects

Sag or depression in road after placement of culvert and backfill material

Greater than 2 inch depression in traveled way

2 inch or less depression in traveled way

0 1 per unit Furnish, place and compact designated material to repair depression.

Repair if greater than 1 minor defects

Removed culvert or pieces left on National Forest System Lands

Culverts or pieces of culvert left on National Forest System Lands

N/A 0 N/A Remove from National Forest System Lands

N/A

Water-bars and cross ditches

More than 10% deviation from original lines and grades.

10% or less deviation from original lines and grades.

0 1 per unit Rework Rework if greater than 1 minor defects

Drivable grade dip More than 10% deviation from specified lines and grades

10% or less deviation from specified lines and grades

0 1 per unit Rework Rework if minor defects interfere with proper drainage

Title:

4D° TO 6D°

TYPICAL CROSS SECTION

______ DOWNGRADE

2.5' _j

SECTION A-A

ROAD SURFACE

FIRST CROSS DITCH

DRAINS BEYON CUT

45° TO 6D°

INSLOPE OR OUT SLOPE

IN THROUGH CUT

DO NOT SCALE OFF DRAWING

U.S. DEPARTMENT OF AGRICULTURE DATE

FOREST SERVICE

PACIFIC NORTHWEST REGION-6

APPROVED: DWG NO:

833-1

CROSS DITCHING

DRAWING:

DRAWN BY:

FILE NAME:

SEPTEMBER 13, 2004

OF:

US FOREST SERVICE

833-1

834.1 – Service Required

Clean and recondition roadway drainage systems including culverts, ditches, inlet and outlet channels, catch basins, and appurtenances.

834.2 – Performance Standard

Drainage system maintenance is complete when no obstruction remains in the defined area adjacent to the structure or in ditches which would have the potential to block water from entering the structure, back water into the structure (except for structures designed to function in a back-flooded manner), or divert water outside the defined channel. Equipment operation in live streams or hydraulic flushing of drainage structures is not permitted.

834.3 – Location of Work

• Drainage structures including inlet structures, culverts, catch basins, inlet/outlet channels, and ditches within the area shown on the plans or in the supplemental specifications.

• Culverts - a minimum external horizontal distance of 10 feet in any direction from the inlet and outlet end and a minimum internal distance of 3 feet from the inlet and outlet ends.

• Ditches adjacent to the roadbed.

This work does not include bridges, cattle guards, drain dips, or water bars.

834.4 – Measurement

• Mile: Work activity will be measured along the centerline of the road regardless of the number of lanes.

834.5 – Payment

834 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this Section.

834(01) Clean ditches Mile 834(02) Clean and recondition culverts 24in. in diameter and under Each 834(03) Clean and recondition culverts 24in. through 48in. diameter Each 834(04) Clean and recondition culverts 48in. in diameter and over Each

Section 834 – Roadway Drainage System Maintenance

834.6

Blocked Culverts Greater than 20 % of end area blocked 20% or less of end area blocked 0 1 per unit Rework Rework if greater than

2 minor defects Damaged Culvert Inlet/outlets

Greater than 20 % of end area blocked

20% or less of end area blocked

0 1 per unit Rework Rework if greater than 2 minor defects

Impeded flow for ditches, inlet/outlet channels, and catch basins water will be diverted out of the drainage structure or system

< 20% impeded, but water will stay in the channel.

0 1 per unit Rework Rework if greater than 2 minor defects

Aggregate Surface Quality Gradation of surface aggregate is degraded by more than 10 %

Gradation of surface aggregate is degraded by 10 % or less

0 1 per unit Rework Rework if greater than 2 minor defects

Backslopes Undercut backslope will result in destabilization of slope

Undercut backslope will not result in destabilization of slope

0 1 per unit Repair and Stabilize

Revegetate if greater than 2 minor defects

Vegetation Woody vegetation within 5 feet of the inlet end of drainage structures or in ditches that interferes with flow

Low growing vegetation within 5 feet or more of inlet end of drainage structures or in ditches that does not interfere with flow

0 N/A Remove Leave in place

841.1 – Service Required

Apply vegetative treatments including seed, mulch, fertilizer or other products in designated areas.

841.2 – Performance Standard

Treatment is complete when ordered quantities of vegetative treatment products have been applied to designated areas or Service Provider disturbed soil areas.

841.3 – Location of Work

Location of work is as specified on roads listed on the ROAD LISTING, SHOWN ON THE PLANS, or as ordered by the Contracting Officer.

841.4 – Measurement

Measurement under this Section will be made by the total number of units for each item listed in the SCHEDULE OF ITEMS completed and accepted.

• Mile: Work activity will be measured along the centerline of the road regardless of the number of lanes.

• Acres: Work activity will be measured to the nearest one-tenth (0.1) acre.

841.5 – Payment

The accepted quantities will be paid at the contract price per unit of measurement for Section 841 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this Section.

841(01) Establish vegetation Acres 841(02) Establish vegetation Mile 841(03) Establish vegetation Lump Sum

Section 841 – Disturbed Area Treatment

841.6

Seed Mix

Seed mix is not as specified N/A

Reject and replace

Mulch

Mulch is not as specified N/A

Fertilizer

Fertilizer is not as specified N/A

Weeds

Does not conform to Federal, State, and Local seed and noxious weed acts and laws.

Application

Less than 80% of the designated area is treated

Between 80% and 100% of the designated area is treated

X per unit

Rework if greater than X minor defects *

Work Area Management

Not following approved safety plan which may include signs, flaggers, and other temporary traffic control measures

Suspend work until in compliance

851.1 – Service Required

Remove and / or stabilize hazards and obstructions.

851.2 – Performance Standard

Work is complete when hazards have been removed or stabilized and when the road is passable by the intended traffic.

851.3 – Location of Work

851.4 – Measurement

• Mile: Work activity will be measured along the centerline of the road regardless of the number of lanes.

851.5 – Payment

The accepted quantities will be paid at the contract price per unit of measurement for the Section 851 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this

851(01) Logging out (ML3-5) Mile 851(02) Logging out (ML2) Mile 851(03) Danger tree removal Each 851(04) Hazard or obstruction removal Each

Section 851 – Hazard and Obstruction Removal

851.6

Stump Heights

Exceed Specified Height by more than 6 inches

Exceed Specified Height by up to 1 inches

10 per unit

Rework if more than 1 minor defects

Rework if greater than 10 minor defects

Tree damage caused by Service Provider's operations

Damage to more than 30% of the tree bole

Damage to 30% or less of the tree bole

5 per unit Remove or

Treat

Treat

Impeded flow for ditches, inlet/outlet channels, and catch basins caused by Service Provider's Operations

Water will be diverted out of the drainage structure or system

20% or less impeded, but water will stay in the channel

3 per unit greater than 3 minor defects

Hazards that interfere with the use of the road (rocks, logs, etc)

(ML 3-5)

Unstable hazards that remain in the Clearing Limits

Hazards that interfere with the use of the road (rocks, logs, etc)

(ML 2)

Unstable hazards that remain within X distance of the Traveled way

Log Out

Horizontal clearance - more than 20% not cleared to specified distance

Horizontal clearance - 20% or less not cleared to specified distance

5 per unit greater than 5 minor defects

Vertical clearance -more than 20% not cleared to specified distance

Vertical clearance - 20% or less not cleared to specified distance

5 per unit greater than 5 minor defects

REPOSITION SECTION CUT

FROM DOWN TREES TO

REST PERPENDICULAR TO

ROAD CENTERLINE ~

CLEAR ZON

ROCK~ I

@ / @ REMOVE ROCKS

/(i\11 ~AND DEBRIS OVER

@ ~ 3/4" IN HEIGHT

====l /~

LEAR ZONE

I r

J

+ + =Ill Ill Ill Ill Ill Ill Ill Ill Ill Ill Ill I + +

. + -11 lllllllll~l'w Ill Ill Ill 111=11u11,,w,1111111111111111111 II 11111'1Tr 111. ,, Ill Ill 111-' - 11 1 -111 111. 111=11 1-

-c111lllllllllllllll111W=-' -cc111 111=-' NOTE: TYPICAL MAINTENANCE LEVEL 3-5 ROADS

Title:

1-11'

- OPEN ROAD AT LEAST THE WIDTH OF

THE CLEAR ZONE.

SAME CLEARANCE AS BRUSH CUT

DO NOT SCALE OFF DRAWING

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

PACIFIC NORTHWEST REGION-6

APPROVED: DWG NO:

851-1

HAZARD REMOVAL

DATE:

SEPTEMBER 13, 2004

DRAWING: OF:

DRAWN BY:

US FOREST SERVICE

FILE NAME:

851-1

Title:

REPOSITION SECTION

CUT FROM TREES TO

REST PERPENDICULAR

TO ROAD CENTERLINE~

_c'5\:/ LOG MAY RCMA"

IF IT DOES NOT

DITCH BLOCK DRAINAGE

ct_

NOTE: APPLIES TO MAINTENANCE LEVEL 2 ROADS

FOR HIGH CLEARANCE VEHICLES

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

PACIFIC NORTHWEST REGION-6

APPROVm DWG NO'

851-2

HAZARD REMOVAL

DO NOT SCALE OFF DRAWING

DATE:

SEPTEMBER 13, 2004

DRAWING: OF:

DRAWN BY:

US FOREST SERVICE

FILE NAME:

851-2

861.1 – Service Required

Maintain cattle guards, traffic gates and barriers, guardrails, retaining walls and appurtenances.

Remove traffic gates and barriers.

861.2 – Performance Standard

Traffic gate maintenance is complete when it is free of structural defects, the gate and all associated posts are stable and the locking mechanism is in working order, the surfaces are free of oxidation and painted, and all designated signs are in compliance with the Manual of Uniform Traffic Control Devices (MUTCD), Sign Installation Guide (1071-2812P-MTDC) and Sign and Poster Guidelines for the Forest Service (EM 7100-15).

Removal of gates and barriers is complete when they have been removed and disposed of as designated and the road is passable by the intended traffic.

861.3 – Location of Work

861.4 - Measurement schedule of items completed and accepted.

861.5 - Payment

The accepted quantities will be paid at the contract price per unit of measurement for the Section 861

861(01) Maintain traffic gate Each 861(02) Remove gate Each

Section 861 – Maintenance of Cattle Guards, Traffic Gates and Barriers, Guardrails, and Retaining Walls

861.6

Metal Surfaces

Exposed metal, rust , or oxidation, greater than 25% of surface

Exposed metal, rust, or oxidation, 10% or less of surface

Paint or Coat

Paint or Coat

Penetrated rust or oxidation that compromises structural integrity

Penetrated rust or oxidation that does not compromise structural integrity

Replace component

Paint or Coat and notify

Structural Integrity

Major cracks, broken, decomposed, or missing components and fasteners

Minor cracks, loose components and fasteners

Replace component and/or fasteners

Repair component and/or fasteners

Alignment

Greater than 10% deviation from original lines and grades, or non-functional.

10% or less deviation from original lines and grades.

Repair or replace

Signs/Markers

Missing, non-functional or non-readable

Bent or damaged, but still functional and readable

Notify

Materials and Methods

Does not conform to

AASHTO, ASTM, AWPA,

and MUTCD standards and does not meet or exceed the original materials used

872.1 – Service Required

Furnish, install, and maintain forest entrance, destination, route markers, traffic signs, etc.

872.2 – Performance Standard

Sign Maintenance is complete when designated signs meet the quality standards of Sign Installation Guide (1071-2812P-MTDC) and Sign and Poster Guidelines for the Forest Service (EM 7100-15).

Both 1071-2812P-MTDC and EM 7100-15 http://www.fs.fed.us /database/acad/om/

872.3 – Location of Work

872.4 – Measurement

872.5 – Payment

The accepted quantities will be paid at the contract price per unit of measurement for the Section 872 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this

872(01) Install or replace single post and sign Each 872(02) Install or replace double post and sign Each 872(03) Install or replace sign Each 872(04) Remove sign Each 872(05) Remount sign Each 872(06) Replace marker Each

Section 872 – Sign Maintenance http://www.fs.fed.us/database/acad/om/

872.6

Materials

Signs, posts and other materials do not meet applicable standards

Installation

Not installed according to applicable standards

Maintenance

Not maintained according to applicable standards

881.1 – Service Required

• Mobilization of personnel, equipment, and material to the project site.

• Moving of equipment outside the established work schedule as ordered.

881.2 – Performance Standards

• Make equipment available for inspection before it is used on National Forest System lands.

• Moving is complete, when the contractor has moved from the present work site to the ordered work site and returned to the previous location.

• Equipment will be clean and weed free before it arrives on National Forest System lands.

881.3 – Location of Work

881.4 – Measurement

• Mile: Work activity will be measured along the shortest feasible route to the nearest one (1) mile, from the starting location of the move, to the ordered work site.

881.5 – Payment

881 pay items listed in the schedule of items. Mobilization is complete when all equipment, personnel, and materials are moved to the project site and work has been started. Payment will be full compensation for the work prescribed in this Section.

881(01) Mobilization Each 881(02) Equipment moving Miles

Section 881 – Mobilization / Equipment Moving

881.6

Weed free equipment

Equipment not weed free

Equipment rejected until it can be made weed free

Ordered Movement of Equipment

Equipment not moved within designated time

Reduce unit cost by half for 5 amount of time over designated time

Equipment meets all regulations

Does not meet state and federal regulations

Bring equipment up to regulations or replace

Equipment leaks

Equipment leaks in sensitive areas or leaks that are large and not typically inherent in the specific equipment

Small leaks inherent in the specific type equipment

Replace equipment and restore affected site as directed by the Contracting Officer

Place absorbent pads under equipment when not operating.