J2 Specifications.pdf

811 – SURFACE MAINTENANCE (03/21/2007) 1

811 SURFACE MAINTENANCE

811.01 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.

811.02 Performance Standards

A. 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.

B. 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.

C. 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.

D. 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.

811.03 Location of Work

811 – SURFACE MAINTENANCE (03/21/2007) 2

As specified on roads listed on the road listing, shown on the 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.

811.04 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.

A. Single Lane Roads: Surface maintenance will be measured along the centerline of the roadway. Turnouts are incidental. Measurement will be to the nearest one-tenth (0.1) mile.

B. Double Lane Roads: Surface maintenance will be measured along the centerline of the roadway. Measurement will be to the nearest one-tenth (0.1) mile.

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

811.05 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.

Pay Item Pay Unit

811(1) Surface Maintenance Level 4 & 5 roads Single Lane Mile 811(2) Surface Maintenance Level 4 & 5 roads Double Lane Mile 811(3) Surface Maintenance Level 3 roads Single Lane Mile 811(4) Surface Maintenance Level 3 roads Double Lane Mile 811(5) Surface Maintenance Level 2 roads Single Lane Mile 811(6) Surface Maintenance Level 2 roads Double Lane Mile 811(7) Shoulder Maintenance Road Mile

811 – SURFACE MAINTENANCE (03/21/2007) 3

811.06 Acceptable Quality Levels

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

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 X per unit

X per unit

Rework if greater than X major defects

Rework if greater than X minor defects

Washboards greater than 1" deep

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

X per than X major defects

Rework if greater than X 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 X per than X major defects

Rework if greater than X minor defects

Washboards greater than 1" deep

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

X per than X major defects

Rework if greater

Road Cross Section

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

Rework than X minor defects *

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 than X major 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 than X major defects

Rework if greater than X 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

811 – SURFACE MAINTENANCE (03/21/2007) 4

Aggregate Surface Quality

Gradation of surface aggregate is degraded by more than 10 %

Gradation of surface aggregate is degraded by less than 10 %

A loss of more than 10 CY/mile

A loss of less than 10 CY/mile 0 X per unit Replace or recover lost material Accept the loss of material surfacing is segregated over more than a 100 square yard area per 1000 linear feet of road and traffic safety is compromised surfacing is segregated over less than a 100 square yard area per 1000 linear feet of road and traffic safety is not compromised

N/A

Accept the loss of surface quality*

Backslopes

Undercut backslope will result in destabilization of slope

Undercut backslope will not result in destabilization of slope

Repair and Stabilize Revegetate if greater

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

Unpaved Shoulders (Level 3, 4, & 5)

Elevation difference between pavement and shoulder is greater than 1"

Elevation difference between pavement and shoulder is less than 1"

Material greater than 1/4" diameter remaining on the road surface

Material 1/4" diameter or less remaining on the road surface and traffic safety is not compromised than X major defects

Does not drain away from pavement

Does not drain away from pavement 0 0 Rework Rework

Working outside of project limits

Area contains invasive weeds

Repair and treat affected areas as directed by the

Contracting Officer

* Units have the option to choose a pay reduction in lieu of rework. However, each unit must establish a threshold where rework is required and define pay reductions for each defect.

811 – SURFACE MAINTENANCE (03/21/2007) 5

Intent and use: User to establish threshold for the acceptable level of quality.

812 - DUST ABATEMENT (09/10/04) 1

812 SURFACE STABILIZATION

812.01

Stabilize surfaces and control dust.

812.02 Performance Standard

Surface Stabilization is complete when the surface remains stable and dust does not become air borne for the designated time period designated in the road listing.

812.03

As specified on roads listed on the ROAD LISTING, SHOWN ON THE PLANS, or as ordered by the Contracting Officer.

812.04

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.

A. Single Lane Roads: Surface Stabilization will be measured along the centerline of the roadway. Turnouts are incidental. Measurement will be to the nearest one-tenth (0.1) mile.

B. Double Lane Roads: Surface Stabilization will be measured along the centerline of the roadway. Measurement will be to the nearest one-tenth (0.1) mile.

C. Square Yard: Measurement of Surface Stabilization will be determined by multiplying the average length times the average width rounded to the nearest one (1) square yard.

812.05

A. The accepted quantities will be paid at the contract price per unit of measurement for the Section 812 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this Section.

812(1) Surface Stabilization (Single Lane) Mile 812(2) Surface Stabilization (Double Lane) Mile 812(3) Surface Stabilization Square Yard 812(4) Surface Stabilization Lump Sum

812 - DUST ABATEMENT (09/10/04) 2

812.06

Application

Failure to stabilize material for designated time period over continuous sections of road

Failure to stabilize material over “X” length or area of road.

Accept if less than x per unit. Rework if more than x per unit

Application rates are more than 10% higher or lower than manufacturers recommendation

Application rates are less than 10% higher or lower than manufacturers recommendation

Accept if less than x per unit. Possible pay reduction*

Loss of product off treatment surface product runs off surface and has potential to enter stream product runs off surface but no potential to enter stream

Contain and remove

Contain and stabilize

Compliance with laws/regulations

Any non-compliance

Any non-compliance

Suspend work until in compliance

Work Area Management

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

* Forests have the option to choose a pay reduction in lieu of rework. However, each Forest must establish a threshold where rework is required and define pay reductions for each defect.

813 - SPOT SURFACING (03/21/2007) 1

813 SPOT SURFACING

813.01

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

813.02 Performance Standard

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

B. 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.

813.03

As specified on roads listed on the ROAD LISTING, SHOWN ON THE PLANS, or as ordered by the Contracting Officer.

813.04

A. The quantity will be the number of cubic yards measured in the vehicles, or square yards of aggregate placed.

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

813.05

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

813 - SPOT SURFACING (03/21/2007) 2

813(1) Spot Surfacing, Gradation Cubic Yard 813(2) Spot Surfacing, Gradation Square Yard 813(3) Spot Surfacing, Gradation Ton

813 - SPOT SURFACING (03/21/2007) 3

813.04

Major Minor Allowable

Defects

Required Action

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.

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 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.

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

Accept aggregate as

Length 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.

If length is shorter than specified, correct placement of aggregate to specified dimensions. If too long pay only for ordered amount.

Accept aggregate as

Compaction

Visible displacement occurs under heady spreading equipment

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 for intended use

Reject and replace

Accept but may reduce payment.

Material source does not meet weed free requirement N/A 0 N/A Reject source

Finish Quality

Spot surfacing doesn’t conform to the adjacent road segments and traffic is impeded.

Spot surfacing generally conforms to the adjacent road segments, but traffic may be slowed.

Reshape or recompact surfacing as needed.

Accept but may reduce payment.

* Forests have the option to choose a pay reduction in lieu of rework. However, each Forest must establish a threshold where rework is required and

813 - SPOT SURFACING (03/21/2007) 4

814 - ASPHALT PAVEMENT PATCHING (09/10/04) 1

814 ASPHALT SURFACE MAINTENANCE

814.01

Repair and cleaning of pavement surfaces.

814.02

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.

814.03

814.04

A. 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.

B. 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.

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

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

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

814 - ASPHALT PAVEMENT PATCHING (09/10/04) 2

814.05

A. The accepted quantities will be paid at the contract price per unit of measurement for the Section 814 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this Section.

814(1) Pothole Patching Ton 814(2) Skin Patching Ton 814(3) Crack Sealing Linear Foot 814(4) Crack Sealing Mile 814(5) Paved Surface Cleaning (Single Lane) Mile 814(6) Paved Surface Cleaning (Double Lane) Mile 814(7) Paved Surface Cleaning Each

814 - ASPHALT PAVEMENT PATCHING (09/10/04) 3

814.05 Acceptable Quality Levels

Description

Pothole 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

Skin Patching

Finished skin patch does not make smooth transition with adjoining pavement.

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

Area to be patched is not properly

Crack 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

Surface Cleaning

More than 5% of surface is not cleaned as specified

Less than 5% of surface is not cleaned as specified

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.

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

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

Suspend work until in compliance compliance

* Forests have the option to choose a pay reduction in lieu of rework. However, each Forest must establish a threshold where rework is required and

832 – LOAD, HAUL, AND PLACE MATERIALS (09/10/04) 1

832 LOAD, HAUL, AND PLACE MATERIALS

832.01

Load, haul, and place material at designated sites.

832.02

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.

832.03

832.04

A. Cubic Yard: The quantity will be the number of cubic yards measured in the vehicles.

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

832.05

A. The accepted quantities will be paid at the contract price per unit of measurement for the Section 832 pay items listed in the schedule of items. Payment will be full

832(1) Load, Haul, and Place Material Cubic Yard 832(2) Load, Haul, and Place Material Mile

832 – LOAD, HAUL, AND PLACE MATERIALS (09/10/04) 2

832(3) Load, Haul, and Place Material Lump Sum

832 – LOAD, HAUL, AND PLACE MATERIALS (09/10/04) 3

832.06

Slopes

Unstable material left on slopes

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

Remove

Remove or stabilize in place

Undercut backslope will result in destabilization of slope

Undercut backslope will not result in destabilization of slope

Repair and Stabilize

Revegetate if greater than X 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.

than X minor defects *

Debris on Road (ML 4-5)

Any debris in traveled way

Debris in traveled way that may slow or impede traffic.

Debris on Road (ML 3)

Debris in traveled way that may impede traffic.

that may slow traffic.

Debris on Road (ML 2)

Objects in traveled way that obstruct high clearance vehicles

Debris in traveled way that may impede high than X minor defects *

Placed Material (Disposal Sites)

Unstable material on designated sites.

Stabilize

Revegetation

No revegetation work done

Revegetation work incomplete than X minor defects

Rework if greater

Work Area Management

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

Not following approved safety plan which may include signs, flaggers, and in compliance

Suspend work until in compliance

* Forests have the option to choose a pay reduction in lieu of rework. However, each unit must establish a threshold where rework is required and

832 – LOAD, HAUL, AND PLACE MATERIALS (09/10/04) 4

832 – LOAD, HAUL, AND PLACE MATERIALS (09/10/04) 1

832 LOAD, HAUL, AND PLACE MATERIALS

832.01

Load, haul, and place material at designated sites.

832.02

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.

832.03

832.04

A. Cubic Yard: The quantity will be the number of cubic yards measured in the vehicles.

B. Mile: Work activity will be measured along the centerline of the road

832.05 for the Section 832 pay items listed in the schedule of items. Payment will be full

832(1) Load, Haul, and Place Material Cubic Yard 832(2) Load, Haul, and Place Material Mile

832 – LOAD, HAUL, AND PLACE MATERIALS (09/10/04) 2

832(3) Load, Haul, and Place Material Lump Sum

832 – LOAD, HAUL, AND PLACE MATERIALS (09/10/04) 3

832.06

Slopes

Unstable material left on slopes

Material left on slopes that can be stabilized and won't block drainages stabilize in place

Undercut backslope will result in destabilization of slope

Undercut backslope will not result in destabilization of slope

Repair and Stabilize

Revegetate if greater than X 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.

Debris on Road (ML 4-5)

Any debris in traveled way

Debris in traveled way that may slow or impede traffic.

that may impede traffic.

Debris on Road (ML 2)

Objects in traveled way that obstruct high clearance vehicles

Debris in traveled way than X minor defects *

Placed Material (Disposal Sites)

Unstable material on designated sites.

Revegetation

No revegetation work done

Revegetation work incomplete than X minor defects

Rework if greater

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

Not following approved safety plan which may include signs, flaggers, and in compliance

Suspend work until in compliance

* Forests have the option to choose a pay reduction in lieu of rework. However, each unit must establish a threshold where rework is required and

832 – LOAD, HAUL, AND PLACE MATERIALS (09/10/04) 4

833 - DRAINAGE STRUCTURE INSTALLATION OR REMOVAL (08/21/07) 1

833 DRAINAGE STRUCTURE INSTALLATION OR REMOVAL (8/07)

833.01

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

833.02

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.

833.03

833.04

A. Mile: Work activity will be measured along the centerline of the road

B. 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 - DRAINAGE STRUCTURE INSTALLATION OR REMOVAL (08/21/07) 2

833.05

A. The accepted quantities will be paid at the contract price per unit of measurement for the Section 833 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

833(1) Inch corrugated metal pipe, Inch thickness for steel, Inch thickness for aluminum or Inch thickness for Plastic Linear Foot

833(2) Culvert Removal Each 833(3) Water-bar Installation Each 833(4) Water-bar Installation Mile 833(5) Water-bar Removal Each 833(6) Water-bar Removal Mile 833(7) Cross Ditch Installation Each 833(8) Cross Ditch Installation Mile 833(9) Cross Ditch Removal Each 833(10) Cross Ditch Removal Mile 833(11) Drivable Grade Dip Installation Each 833(12) Drivable Grade Dip Installation Mile

833 - DRAINAGE STRUCTURE INSTALLATION OR REMOVAL (08/21/07) 3

833.06 Acceptable Quality Levels

Description

Culvert size

Culvert is smaller than the designated diameter shown on the drawings.

Culvert is larger than the designated diameter shown on the drawings.

Remove culvert and replace with designated size

Accept if culvert fits the geometry of the road but pay at designated size otherwise replace

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

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

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.

Remove and replace culvert

Repair if greater than X 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

Furnish, place and compact designated material to repair depression.

Repair if greater than X minor defects *

Removed culvert or pieces left on National Forest System Lands

Culverts or pieces of culvert left on National Forest System Lands

Remove from National Forest System Lands

Water-bars and cross ditches

More than 10% deviation from original lines and grades.

10% or less deviation

Drivable grade dip

More than 10% deviation from specified lines and grades

10% or less deviation from specified lines and grades

Rework if minor defects interfere with proper drainage

Sedimentation

Operations cause or allow sediment to leave site.

Cease operations until sediment is controlled safety plan which may include signs, flaggers, and other temporary traffic control measures

Not following approved safety plan which may include signs, flaggers, in compliance

Suspend work until in

833 - DRAINAGE STRUCTURE INSTALLATION OR REMOVAL (08/21/07) 4

* Forests have the option to choose a pay reduction in lieu of rework. However, each Forest must establish a threshold where rework is required and

834 - DRAINAGE STRUCTURE MAINTENANCE (03/21/2007) 1

834 ROADWAY DRAINAGE SYSTEM MAINTENANCE

834.01

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

834.02

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.

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.

834.03 the ground and/or ordered by the Contracting Officer and;

1. 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.

2. 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.

3. Ditches adjacent to the roadbed.

4. This work does not include bridges, cattleguards, drain dips, or water bars.

5. Do not operate in the weed infested areas marked on the ground unless ordered to do so by the Contracting Officer.

834 - DRAINAGE STRUCTURE MAINTENANCE (03/21/2007) 2

834.04

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

834.05 for the Section 834 pay items listed in the schedule of items. Payment will be full

834(1) Clean and Recondition Culverts 24 inch Diameter and under Each 834(2) Clean and Recondition Culverts Over 24 inch through 48 inch Each

Diameter 834(3) Clean and Recondition Culverts Over 48 inch Diameter Each 834(4) Clean Ditches Mile 834(5) Clean Ditches and Drainage Structures Mile 834(6) Clean Drainage Structures Mile

834 - DRAINAGE STRUCTURE MAINTENANCE (03/21/2007) 3

834.06

Defect Defect Major Minor Major Minor

Blocked Culverts Greater than 20 % of end area blocked

20% or less of end area blocked 0 X per unit Rework Rework if greater than X minor defects * Damaged Culvert Inlet/outlets

Greater than 20 % of end area blocked

20% or less of end area blocked 0 X per unit Rework Rework if greater than X 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.

Debris on Road (ML 4-5) produced by Service Provider operations.

Any debris in traveled way N/A produced by Service Provider operations.

Debris in traveled way that may impede traffic.

Debris on Road (ML 2) produced by Service Provider operations.

Objects in traveled way that obstruct high clearance vehicles

Debris in traveled way

Aggregate Surface Quality

Gradation of surface aggregate is degraded by more than 10 %

Gradation of surface aggregate is degraded by 10 % or less

Undercut backslope will result in destabilization of slope

Undercut backslope will not result in destabilization of slope

X per unit Repair and

Revegetate if greater

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

Leave in place safety plan which may include signs, flaggers, and other temporary traffic control measures

Not following approved safety plan which may include signs, flaggers, Working outside project limits

Repair and treat affected areas as

834 - DRAINAGE STRUCTURE MAINTENANCE (03/21/2007) 4

Contracting Officer

* Forests have the option to choose a pay reduction in lieu of rework. However, each unit must establish a threshold where rework is required and

834 - DRAINAGE STRUCTURE MAINTENANCE (03/21/2007) 5

841 VEGETATION TREATMENT

841.01

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

841.02

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

836.03

836.04

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.

A. Mile: Work activity will be measured along the centerline of the road

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

841.05 for the Section 807 pay items listed in the schedule of items. Payment will be full

841(1) Establish Vegetation Acres 841(2) Establish Vegetation Mile 841(3) Establish Vegetation Lump Sum

841 – DISTURBED AREA TREATMENT (09/10/04) 1

Formatted: Centered

841.06

Seed Mix

Seed mix is not as specified

Mulch

Mulch is not as specified N/A

Fertilizer

Fertilizer is not as specified

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

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

* Forests have the option to choose a pay reduction in lieu of rework. However, each Forest must establish a threshold where rework is required and define pay reductions for each defect.

841 – DISTURBED AREA TREATMENT (09/10/04) 2

842 - ROADWAY VEGETATION MAINTENANCE (03/21/07) 1

842 ROADWAY VEGETATION MAINTENANCE

842.01

Remove vegetation, including trees, on roadway surfaces and roadsides.

842.02

Roadway vegetation maintenance is complete when the vegetation has been removed from the designated treatment area which interferes with traffic, obscures signs, impedes the flow of water or diverts water from drainage structures.

A. Maintenance Level 4 and 5 roads

Vegetation shall be removed to a maximum height of X inches above ground surfaces. Trees larger than X inches diameter breast height (dbh) are designated to remain.

B. Maintenance Level 3 roads surfaces. Trees larger than X inches dbh are designated to remain.

C. Maintenance Level 2 roads surfaces. Trees larger than X inches dbh are designated to remain.

D. All Roads 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.

842.03 the ground or ordered by the Contracting Officer.

A. Maintenance Level 4 and 5 roads

842 - ROADWAY VEGETATION MAINTENANCE (03/21/07) 2

The treatment area will be SHOWN ON THE PLANS. If plans or supplemental specifications are not included, the treated area includes the road bed measured from center line to bottom of ditch / or defined road edge, plus an additional X feet on each side. If there is no defined road edge, or a ditch does not exist, the treated area is X feet from both sides of center line of the road. Provide a vertical clearance of X feet measured from the road surface elevation.

B. Maintenance Level 3 roads supplemental specifications are not included, the treated area includes the road bed measured from center line to bottom of ditch, or defined road edge, plus an additional X feet on each side. If there is no defined road edge, or a ditch does not exist, the treated area is X feet from both sides of center line of

C. Maintenance Level 2 roads supplemental specifications are not included, the treated area includes the road bed measured from center line to bottom of ditch, or defined road edge, plus an additional X feet on each side. If there is no defined road edge, or a ditch does not exist, the treated area is X feet from both sides of center line of

D. All roads

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.

842.04

A. Mile: Work activity will be measured along the centerline of the

842.05

842 - ROADWAY VEGETATION MAINTENANCE (03/21/07) 3

for the Section 842 pay items listed in the schedule of items. Payment will be full

842(1) Vegetation Maintenance Level 4&5 roads Mile 842(2) Vegetation Maintenance Level 3 roads Mile 842(3) Vegetation Maintenance Level 2 roads Mile

842 - ROADWAY VEGETATION MAINTENANCE (03/21/07) 4

842.06

Tree damage

Damage to more than 30% of the tree bole

Damage to 30% or less of the tree bole

Remove or Treat

Treat

Horizontal Clearance

More than 20% not cleared to limits

20% or less not cleared to limits

Vertical Clearance

More than 20% not cleared to limits

Height above ground surface

More than 20% not cleared to limits

Drainage

Impeded flow or water diverted out of drainage structures.

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

Oversized Material

Material greater than 3" diameter remaining on the road surface

Material 1” – 3” in diameter remaining on the road surface

Material greater than 3" diameter and 36" in length remaining on the roadway drainages or has the potential to move into drainages.

Material 1” - 3" in diameter and greater 36" in length remaining on the roadway slopes and drainages or has the potential to move into drainages.

Material greater than 3" diameter and 12" in length remaining on the road surface

Material 1” - 3" in diameter and 36" in length remaining on

Material greater than 3" diameter and 36" in length remaining on the roadway drainages or has the potential to move into drainages.

Material 1” - 3" in diameter and greater 36" in length remaining on the roadway slopes and drainages or has into drainages.

842 - ROADWAY VEGETATION MAINTENANCE (03/21/07) 5

(Level 2)

Concentrations of material greater than 6" diameter and 3 feet in length remaining on the road surface

Material less than 6" diameter and 3 feet in length remaining on

Unstable concentrations of material less than 6" diameter and 3 feet in length remaining on the roadway slopes.

Material greater than 3" diameter and 36" in length remaining on the roadway drainages or has the potential to move into drainages.

Material 1” - 3" in diameter and greater 36" in length remaining on the roadway slopes and drainages or has into drainages. .

Concentrations (Level 3-5)

Any concentrations that affect sight distance safety plan which may include signs, flaggers, and other temporary traffic control measures

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

Working outside of project limits

Repair and treat affected areas as

Contracting Officer

* Forests have the option to choose a pay reduction in lieu of rework. However, each Forest must establish a threshold where rework is required and

851 Hazard Removal (09/10/04) 1

851 HAZARD AND OBSTRUCTION REMOVAL

851.01

Remove and/or stabilize hazards and obstructions.

851.02

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

851.03

As specified on roads listed on the ROAD LISTING, SHOWN ON THE PLANS, or as ordered by the Contracting Officer.

851.04

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.

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

851.05

A. 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.

851 Hazard Removal (09/10/04) 2

851(1) Logging Out (ML 3-5) Mile 851(2) Logging Out (ML 2) Mile 851(3) Danger Tree Removal Mile 851(4) Danger Tree Removal Each 851(5) Hazard or Obstruction Removal Mile 851(6) Hazard or Obstruction Removal Each

851 Hazard Removal (09/10/04) 3

851.04

Discription

Utilization of Timber

Log lengths do not meet utilization standards (see SPS or Task Order)

Charge for loss of stumpage

Stump Heights

Exceed Specified Height by more than X inches

Exceed Specified Height by up to X inches

Rework if greater than

X minor defects *

Rework if greater than X 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

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.

greater than X minor defects

Marked Danger Trees and Snags

Any remaining snags or danger trees that were marked

Any remaining snags or danger trees that were not marked

Assess and

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 greater than X minor defects

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

Vertical clearance - 20% or less not cleared to specified distance greater than X minor defects

851 Hazard Removal (09/10/04) 4

Discription safety plan which may include signs, flaggers, Suspend work until in

* Units have the option to choose a pay reduction in lieu of rework. However, each unit must establish a threshold where rework is required and

861 - MAINTENANCE OF CATTLE GUARDS, TRAFFIC GATES AND BARRIERS, AND GUARD RAILS (08/21/07)

861 MAINTENANCE of CATTLEGUARDS, TRAFFIC GATES and BARRIERS, GUARDRAILS, and RETAINING WALLS (8/07)

861.01

Maintain cattleguards, traffic gates and barriers, guardrails, retaining walls and appurtenances. Remove traffic gates and barriers.

861.02

A. Cattleguard maintenance is complete when: it is free of structural defects, the deck provides a smooth, stable, compact transition to the adjacent road surface, and presents no traffic or livestock hazards; the wings are functional and secured to the deck and post; debris and other materials have been removed from the vault area to the full depth of the foundation over the entire width; and designated signs are in compliance with MUTCD and EM 7100-15 Standards for Forest Service Signs and Posters.

B. 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 MUTCD and EM 7100-15 Standards for Forest Service Signs and Posters.

C. Guardrail maintenance is complete when it is free of structural defects, and all posts and rails are stable, secure, aligned, and in compliance with State Standards and “AASHTO Roadside Design Guide”.

D. Guardrail barrier maintenance is complete when it is free of structural defects, all posts and rails are stable, secure and aligned, and all designated signs are in compliance with MUTCD and EM 7100-15 Standards for Forest Service Signs and Posters.

E. Jersey barrier maintenance is complete when it is stable, aligned and all designated signs are in compliance with MUTCD and EM 7100-15 Standards for Forest Service Signs and Posters.

F. Rock and earth barrier maintenance is complete when it is stable, aligned and at the dimensions SHOWN ON THE PLANS, and all designated signs are in compliance with MUTCD and EM 7100-15 Standards for Forest Service Signs and Posters.

G. Retaining wall maintenance is complete when the wall is stable, aligned and repaired to the original lines and grades, and the materials used are equal to or exceed the original wall material.

H. 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 - MAINTENANCE OF CATTLE GUARDS, TRAFFIC GATES AND BARRIERS, AND GUARD RAILS (08/21/07)

861.03

861.04

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

861.05 for the Section 861 pay items listed in the schedule of items. Payment will be full

861(1) Maintain one-lane cattleguard Each 861(2) Maintain two-lane cattleguard Each 861(3) Maintain cattleguards Lump Sum 861(4) Maintain traffic gate Each 861(5) Maintain traffic gate Lump Sum 861(6) Maintain guardrail Linear Foot 861(7) Maintain guardrail Lump Sum 861(8) Steel structure component and fastener replacement Lump Sum 861(9) Maintain guardrail barrier Each 861(10) Maintain jersey barrier Each 861(11) Maintain rock/earth barrier Each 861(12) Maintain retaining wall Lump sum 861(13) Remove gate Each 861(14) Remove guardrail barrier Each 861(15) Remove jersey barrier Each 861(16) Remove rock/earth barrier Each

861 - MAINTENANCE OF CATTLE GUARDS, TRAFFIC GATES AND BARRIERS, AND GUARD RAILS (08/21/07) 3

861.06 Acceptable Quality Levels

Description

Metal Surfaces

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

Exposed metal, rust, or oxidation, 25% or less of surface

X% per unit

Paint or Coat Repair if greater than

X minor defects *

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

Repair or replace

Repair if greater than

Vaults/drainage

Greater than 50% of the vault is full or drainage is impeded.

50% or less of the vault is full and drainage is not impeded.

Clean

Repair if greater than

Signs/Markers

Missing, non-functional or non-readable

Bent or damaged, but still functional and readable

Repair or replace Repair or replace if greater than X minor defects *

Debris produced by Service Provider operations.

Debris left on road or placed in drainage structures.

N/A Remove from road or drainage

Removed materials or pieces left on National Forest

Unserviceable posts, rails, or other materials left on National Forest

Remove from

National Forest

861 - MAINTENANCE OF CATTLE GUARDS, TRAFFIC GATES AND BARRIERS, AND GUARD RAILS (08/21/07) 4

Materials and Methods

Does not conform to

AASHTO, ASTM, AWPA,

and MUTCD standards and does not meet or exceed the original materials used safety plan which may include signs, flaggers, and other temporary until in compliance

* Forests have the option to choose a pay reduction in lieu of rework. However, each Forest must establish a threshold where rework is required and

872 - SIGN MAINTENANCE (09/10/04) 1

872 SIGN MAINTENANCE

872.01

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

872.02

Sign Maintenance is complete when designated signs meet the quality standards of EM 7100-15 Standards for Forest Service Signs and Posters, and Forest Service Sign Installation Guide 6E62H99 – Sign Installation Field Guide. Both EM 7100-15 and 6E62H99 are available at http://www.fs.fed.us/database/acad/om/.

872.03

872.04

A. Mile: Work activity will be measured along the centerline of the http://www.fs.fed.us/database/acad/om/

872 - SIGN MAINTENANCE (09/10/04) 2

872.05

A. 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

872(1) Clean Sign Face Each 872(2) Recondition Sign Face Each 872(3) Install or Replace Single Post and Sign Each 872(4) Install or Replace Double Post and Sign Each 872(5) Install or Replace Sign Each 872(6) Remove Sign Each 872(7) Remount Sign Each 872(8) Apply New Sign Face Each 872(9) Maintain Marker Each 872(10) Replace Marker Each 872 (11) Sign, Marker Maintenance Mile

872 - SIGN MAINTENANCE (09/10/04) 3

872.06

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 safety plan which may include signs, flaggers,

* Forests have the option to choose a pay reduction in lieu of rework. However, each Forest must establish a threshold where rework is required and

813 - SPOT SURFACING (03/21/2007) 1

881 MOBILIZATION / EQUIPMENT MOVING

881.01

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

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

881.02 Performance Standards

A. Make equipment available for inspection before it is used on National Forest

System lands.

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

C. Equipment will be clean and weed free before it arrives on National Forest

System lands.

881.03 Location of Work:

881.04 Measurement:

A. 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.

813 - SPOT SURFACING (03/21/2007) 2

881.05

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

881(1) Mobilization Lump Sum 881(2) Mobilization Each 881(3) Equipment Moving Miles

813 - SPOT SURFACING (03/21/2007) 3

881.06

Major Minor Allowable

Defects

Required Action

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

X

Reduce unit cost by X for X amount of time over designated time

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

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

Place absorbent pads under equipment when not operating.

* Forests have the option to choose a pay reduction in lieu of rework. However, each Forest must establish a threshold where rework is required and