1240BE26Q0064 Attachment 4 Specifications MF26-5.pdf

SPECIAL PROJECT SPECIFICATION (01/15)

800-F1 DEFINITIONS AND ABREVIATIONS

800.01 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:

1. 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.

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

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

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

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

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

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

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

9. Rolling dip. A drainage structure placed within the roadbed surface to form a uniform depression that allows routine passage of vehicles while diverting water from the traveled way.

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

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

12.Drawings. Illustrations showing details of required work.

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

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

ATTACHMENT 4

15.Foreslope. The slope of the ditch section nearest to the traveled way.

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

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

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

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

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

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

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

23.Patching. Minor repairs.

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

25.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.

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

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

28.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, and amount.

29.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.

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

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

32.Standard Specifications. Specifications for all divisions of work.

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

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

35.Turnouts. A short auxiliary lane on a one-lane road provided for passage of meeting vehicles.

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

37.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.

38.Water-bar. A deeper type ditch placed across the roadbed to remove water from the roadbed surface, which is not intended for standard passenger vehicles; usually placed diagonal to the centerline.

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

40.DBH. Tree diameter at breast height.

800.02 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.

MUTCD – Manual of Uniform Traffic Control Devices.

NBS – National Bureau of Standards.

OSHA – Occupational Safety and Health Act.

Illustration of Road Maintenance Terms.

Right - of - Way Line

Right - of - Way Line

Clearing Limit

Shoulder

Shoulder

SPECIAL PROJECT SPECIFICATION (12/11)

801-F1 QUANTITY MEASUREMENT TERMS

801.01 Measurement Terms

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

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

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

4. 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.

5. 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. Weigh tickets furnished by the Contractor from certified scales will be used to determine weight measurements.

6. Materials measured by the cubic yard 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. The exception is spot rock surfacing which is measured as compacted in place.

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

8. 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.

811-F1 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.

When roller comapaction is required, a minimum of an 7-10 ton vibratory roller will be operated over the full width of the roadway for a minimum of 3 complete passes over the full width until there is no visible evidence of consolidation. One pass is defined as operating the vibratory roller from the point where blading begins to the point where blading ends. Adjust the moisture content to a level suitable for compaction.

811.02 Performance Standards

Maintenance Level 2-4 Roads

A road surface is maintained to standard when the surface is compact (when required), crowned, or sloped to drain, without segregation of the surfacing materials. The road surface has no ruts, rills or other irregularities & suitable materials have been recovered and incorporated. Unsuitable materials have been removed. Ditches and road surface drainage structures function efficiently.

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 equipment. The contractor will use wash stations approved by the Contracting Officer.

811.03 Location of Work

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. Mile: 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.

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) MileSurface Maintenance Level 2 Roads with Roller Compaction

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 0 per unit 2 per unit

Rework if greater than 0 major defects

Rework if greater than 2 minor defects

Washboards greater than 1" deep

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

0 per unit

2 per unit Rework if greater than 0 major defects Rework if greater than 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 0 per unit 2 per unit

Rework if greater than 0 major defects

Rework if greater than 2 minor defects

Washboards greater than 1" deep

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

0 per unit

4 per unit Rework if greater than 0 major defects Rework if greater than 4 minor defects

Road Cross Section (Level 4)

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

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

Road Cross Section (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

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

Road Cross Section (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 0 2 per unit

Rework if greater than 0 major defects

Rework if greater than 2 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

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

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

Description Major Minor Allowable Defects Required Action

Defect Defect Major Minor Major Minor

Aggregate Surface Quality

Gradation of surface aggregate is degraded by more than 10 %

Gradation of surface aggregate is degraded by less than 10 %

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

A loss of more than 10 CY/mile

A loss of less than 10 CY/mile 0 5 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

0 N/A Rework Accept the loss of surface quality

Backslopes

Undercut backslope will result in destabilization of slope

Undercut backslope will not result in destabilization of slope

0 2 per unit Repair and Stabilize Revegetate if greater than 2 minor defects

Compaction

Visible displacement occurs under hauling or spreading equipment

N/A

0 N/A Rework N/A

Ditches and Road Drainage Structures

Impeded flow or water diverted out of drainage structures

< 20% impeded, but water will stay in the channel 0 2 per unit Rework

Rework if greater than 2 minor defects

Unpaved Shoulders (Level 3 & 4)

Elevation difference between pavement and shoulder is greater than 1"

Elevation difference between pavement and shoulder is less than 1"

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

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

0 5 per unit Rework Rework if greater than 5 minor 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

N/A 0 N/A

Repair and treat affected areas as directed by the

Contracting Officer

N/A

813-F1 SPOT SURFACING

813.01 Service Required

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

Roller compaction is required. A minimum of an 7-10 ton vibratory roller will be operated over the full width of the roadway for a minimum of 3 complete passes over the full width until there is no visible evidence of consolidation. One pass is defined as operating the vibratory roller from the point where blading begins to the point where blading ends. Adjust the moisture content to a level suitable for compaction.

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.

C. All suitable and adequate Government furnished materials and gradations shalll be SHOWN ON THE PLANS.

813.03 Location of Work

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

813.04 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. Measure spot rock by the final cubic yard in-place.

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

813.05 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.

Pay Item Pay Unit

813(1) Cubic YardSpot Surfacing, Gradation 3/4" - Government Source

813(2) Spot Surfacing, Gradation 3/4" - Commercial Source

Cubic Yard

813.06

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 heavy 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 for intended use

0 N/A Reject and replace

Accept but may reduce payment.

Material source does not meet weed free requirement

N/A 0 N/A Reject source N/A

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.

0 2 per unit

Reshape or recompact surfacing as needed.

Accept but may reduce payment.

832-F1 LOAD, HAUL, AND PLACE MATERIALS

832.01 Service Required

Load, haul, and place material at designated sites.

832.02 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 and stabilization as ordered by the Contracting Officer.

832.03 Location of Work

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

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

832.05 Payment

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 compensation for the work prescribed in this Section.

Pay Item Pay Unit

832(1) Cubic YardLoad, Haul, and Place Materials, Less Than 5 Miles One Way Haul

832.06

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

Slopes

Unstable material left on slopes

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

0 1 per unit Remove

Remove or stabilize in place

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 1 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 1 per unit Rework

Rework if greater than 1 minor defects

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

Debris in traveled way that may slow or impede traffic.

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

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

Debris in traveled way that may slow traffic. 0 3 per unit Rework

Rework if greater than 3 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. N/A

0 N/A Stabilize N/A

Revegetation No revegetation work done

Revegetation work incomplete N/A N/A N/A N/A

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 other temporary traffic control measures

0 0

Suspend work until in compliance

Suspend work until in compliance

833-F1 DRAINAGE STRUCTURE INSTALLATION OR REMOVAL

833.01 Service Required

Install or remove drainage structures including culverts, water-bars and rolling dips.

833.02 Performance Standard

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

B. Disposal of culvert materials removed shall be removed from National Forest lands and disposed of in a legal manner. Disposal considered to be incidental to drainage structure removal.

833.03 Location of Work

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

833.04 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. Each: Measured by the total number of units for each item in the schedule of items completed and accepted.

833.05 Payment

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 Pay Unit

833(1) Each Grade Sage Installation

833.06

Description Major Minor Allowable Defects Required Action

Defect Defect Major Minor Major Minor

Culvert size

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

Culvert is larger than the designated diameter shown on the drawings. 0 N/A

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.

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 More than 10% deviation from original lines and grades.

10% or less deviation from original lines and grades.

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

Rolling 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

Sedimentation Operations cause or allow sediment to leave site.

N/A 0 N/A Cease operations until sediment is controlled

N/A

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 other temporary traffic control measures

0 0

Suspend work until in compliance

Suspend work until in compliance

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MF 26-5 ROAD MAINTENANCE

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U.S.D.A. FOREST SERVICE

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R6 - PACIFIC NORTHWEST REGION

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SHEET NUMBER

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TOTAL SHEETS

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GRADE SAG REINFORCEMENT TYPICAL

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PLACE CRUSHED AGGREGATE BASE 6" THICKNESS

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PLACE 4" MINUS PITRUN ARMORING MATERIAL, 8" DEPTH

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PLACE APPROVE NON-WOVEN GEOTEXTILE FABRIC

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MATERIAL TABLE

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MATERIAL

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QUANTITY

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AGGREGATE SUBGRADE

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15 CY

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* CONSIDERED INCIDENTAL TO PAY ITEM 833(1) CONSIDERED INCIDENTAL TO PAY ITEM 833(1)

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GRADE SAG REINFORCEMENT TYPICAL

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EXISTING GRADE

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EXISTING GRADE

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* PITRUN ARMORING

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* GEOTEXTILE FABRIC

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12 CY

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56.0 SY

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2% MIN.

AutoCAD SHX Text NOTES: 1. CONSTRUCT GRADE SAG AT LOCATIONS SHOWN IN THE DESCRIPTION OF WORK. CONSTRUCT GRADE SAG AT LOCATIONS SHOWN IN THE DESCRIPTION OF WORK. DESCRIPTION OF WORK STATION LOCATION DESCRIBES THE DRAIN LINE. 2. CONSTRUCT OUTLET DITCH TO DRAIN AS DIRECTED BY CONTRACTING OFFICER. CONSTRUCT OUTLET DITCH TO DRAIN AS DIRECTED BY CONTRACTING OFFICER. 3. DISPOSE OF EXCESS MATERIALS AT DESIGNATED WASTE AREAS. DISPOSE OF EXCESS MATERIALS AT DESIGNATED WASTE AREAS. 4. ALL GRADE SAG PITRUN AND AGGREGATE IS GOVERNMENT SOURCE. OBTAIN PITRUN ALL GRADE SAG PITRUN AND AGGREGATE IS GOVERNMENT SOURCE. OBTAIN PITRUN FROM APPROVE GOVERNMENT ROCK QUARRY. PITRUN SORTING & SIFTING IS REQUIRED.

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CONSTRUCT OUTLET DITCH AS DIRECTED BY CONTRACTING OFFICER

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834-F1 ROADWAY DRAINAGE SYSTEM MAINTENANCE

834.01 Service Required

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

834.02 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.

Materials produced during drainage system maintenance activities may be repositioned in a stable manner, as directed and approved by the Contracting Officer. Material requiring end haul shall be compensated for separately.

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 equipment. The contractor will use wash stations approved by the Contracting Officer.

Recondition damaged culverts by straightening bent inlet and outlet ends, and tightening any loose bands or fittings. This work is limited to that which can be done with a pry bar, hydraulic jack, or other similar hand tools.

834.03 Location of Work

As specified on roads listed on the road listing, shown on the plans, marked on the ground and/or ordered by the Contracting Officer and;

A. 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.

B. Culverts - a minimum external horizontal distance of 20 feet in any direction from the inlet and outlet end and a minimum internal distance of 3 feet from the inlet and outlet ends.

C. Ditches adjacent to the roadbed.

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

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

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

B. Each: Measured by the total number of units for each item in the schedule of items completed and accepted.

834.05 Payment

The accepted quantities will be paid at the contract price per unit of measurement for the Section 834 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this Section with the exception of end haul.

All waste material produced requiring end haul will be paid at the contract price per unit of measurement for the Section 832 pay items listed in the schedule of items.

Pay Item Pay Unit

Clean Ditches Clean Ditches and Drainage Structures

834.06

Description Major Minor Allowable Defects Required Action

Defect Defect Major Minor Major Minor

Blocked Culverts Greater than 20 % of end area blocked

20% or less of end area blocked 0 2 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 2 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 2 per unit Rework Rework if greater than 2 minor defects

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

Any debris in traveled way N/A

0 N/A Rework N/A

Debris on Road (ML 3) produced by Service Provider operations.

Debris in traveled way that may impede traffic.

Debris in traveled way that may slow traffic.

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

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

Objects in traveled way that obstruct high clearance vehicles

Debris in traveled way that may impede high clearance vehicles 0 2 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 2 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

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 other temporary traffic control measures

0 0 Suspend work until in compliance

Suspend work until in compliance

Working outside project limits

Area contains invasive weeds

N/A 0 N/A

Repair and treat affected areas as directed by the CO

N/A

842-F1 ROADWAY VEGETATION MAINTENANCE (12/15/11) 1

SPECIAL PROJECT SPECIFICATION

842-F1 ROADWAY VEGETATION MAINTENANCE

842.01 Service Required

Remove vegetation, trees < 6 inches diameter breast height (dbh) and limbs by mechanical brushing and hand removal methods on roadway and roadside surfaces.

842.02 Performance Standard

Roadway vegetation maintenance is complete when the vegetation has been removed and scattered from the designated treatment area not to interfere with traffic, obscures signs, impedes the flow of water or diverts water from drainage structures.

842.03 Location of Work

As specified on roads listed on the road listing, shown on the plans, marked on the ground or ordered by the Contracting Officer.

A. Maintenance Level 3 - 5 roads

The treatment area will be SHOWN ON THE PLANS. Vegetation shall be removed to a maximum height of 6 inches above ground surfaces. Trees larger than 6 inches dbh are designated to remain.

B. Maintenance Level 2 roads

The treatment area will be SHOWN ON THE PLANS. Vegetation shall be removed to a maximum height of 6 inches above ground surfaces. Trees larger than 6 inches dbh are designated to remain. If there is no defined road edge, or a ditch does not exist, the treated area is 13 feet from both sides of center line of the road.

C. 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-F1 ROADWAY VEGETATION MAINTENANCE (12/15/11) 2

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

842.05 Payment

The accepted quantities will be paid at the contract price per unit of measurement for the Section 842 pay items listed in the schedule of items.

Payment will be full compensation for the work prescribed in this Section.

842(1) Mile Vegetation Maintenance Level 2 Roads

842-F1 ROADWAY VEGETATION MAINTENANCE (12/15/11) 3

842.06

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

Tree damage Damage to more than 30% of the tree bole

Damage to 30% or less of the tree bole 1 per unit 5 per unit Remove or Treat Treat

Horizontal Clearance More than 20% not cleared to limits

20% or less not cleared to limits 0 2 per unit Rework Rework if greater than 2 minor defects *

Vertical Clearance More than 20% not cleared to limits

20% or less not cleared to limits 0 2 per unit Rework Rework if greater than 2 minor defects *

Height above ground surface

More than 20% not cleared to limits

20% or less not cleared to limits 0 2 per unit Rework Rework if greater than 2 minor defects *

Drainage Impeded flow or water diverted out of drainage structures.

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

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

Oversized Material (Level 4&5)

Material greater than 3" diameter remaining on the road surface

Material 1” – 3” in diameter remaining on the road surface 0 0 Rework Rework

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.

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

Oversized Material (Level 3)

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 the road surface

0 0 Rework Rework

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.

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

842-F1 ROADWAY VEGETATION MAINTENANCE (12/15/11) 4

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

Oversized Material (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 the road surface 0 0 Rework Rework

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

N/A 0 N/A Rework N/A

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. .

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

Concentrations (Level 3-5)

Any concentrations that affect sight distance

N/A 0 0 Rework N/A

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 other temporary traffic control measures

0 0 Suspend work until in compliance

Suspend work until in compliance

Working outside of project limits

Area contains invasive weeds N/A 0 N/A

Repair and treat affected areas as directed by the

Contracting Officer N/A

* 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.

881-F1 MOBILIZATION / EQUIPMENT MOVING

881.01 Service Required

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

Equipment shall be clean and weed free prior to moving it to the project area.

This cleaning shall remove all soil, plant parts, seeds, vegetative matter, or other debris that could contain or hold seeds. All subsequent move-ins of equipment to the project area shall be treated in the same manner as the initial move-in.

Equipment shall be considered free of soil, seed, and other such debris when a visual inspection does not disclose such material. This requirement does not apply to service vehicles, water trucks, pickups, cars, and/or similar vehicles.

Additional equipment washing is applicable to all equipment on site requiring washing, NOT individual pieces of equipment.

Unless otherwise agreed, the Forest Service shall be given a minimum of 24 hours notice when equipment is ready for inspection. Notification will include an agreed upon location where the equipment will be available for inspection by the Forest Service. Inspection will be required after every cleaning.

Subsequent equipment moving mileage is defined as a one way moving distance above 10 miles from the present work site to the ordered work site. Moving is complete, when the contractor has moved from the present work site to the ordered work site and returned to the previous location.

881.03 Location of Work:

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

881.04 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. Each: Measured by the total number of units for each item in the schedule of items completed and accepted.

B. 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.

881.05 Payment

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 compensation for the work prescribed in this Section.

881(1) Lump SumMobilization

881.06

Description Major Minor

Allowable Defects Required Action

Defect Defect Major Minor Major Minor

Weed free equipment Equipment not weed free. N/A 0 N/A Equipment rejected until it can be made weed free N/A

Ordered Movement of Equipment

Equipment not moved within designated time

N/A N/A N/A N/A N/A

Equipment meets all state and federal regulations

Does not meet state and federal regulations

N/A 0 N/A

Bring equipment up to state and federal regulations or replace equipment

N/A

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 0 N/A

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

Place absorbent pads under equipment when not operating.