Attachment_I_SOW.pdf

STATEMENT OF WORK

Salida/Leadville Roads Maintenance

Part 1-GENERAL

1.1 Summary

A. Furnish all material, equipment, transportation, supervision and labor necessary to provide Level 2 & Level 3 Road Maintenance and erosion control. All work shall be performed in accordance with standard industry practices for this type of work, and in accordance with the drawings & specifications of this contract. Existing conditions of Level 2 & 3 roads may be moderate to severe and should be looked at individually to determine the level of work needed before bidding.

B. Pay Items 850(01) and/or 860(01) covers all aspects of maintenance required by specifications 850 and/or 860 including surface & drainage maintenance, obstruction removal, vegetative clearing, and minor slough, slides, & slump removal. Pay Item 860(01) includes Level 3 roads. Pay Item 850(01) includes Level 2 roads.

C. Traffic Control shall be considered incidental to the corresponding pay item.

D. All Mobilization shall be covered under Pay Item 151(01). See Specification 151 for requirements.

E. Final payment will be based on actual quantities in the field.

F. When the work calls for routine blading (road grading) of forest roads, equipment operators with no previous national forest road maintenance experience shall view a short (18-minute) video on proper road maintenance techniques prior to beginning work. The operator shall work in a manner that closely follows the techniques shown in the video.

1.2 Location of Project:

This project is located on the North part of the San Isabel National Forest. All roads are located on the Salida and Leadville Ranger Districts on the San Isabel National Forest. Also all roads are located west/northwest, and northeast of Salida, and to the southwest and southeast and north of Leadville. Salida can be reached by traveling southwest on Hwy 285 from Denver, west on Hwy 24 from Colorado Springs, and west on Hwy 50 from Pueblo. Leadville can be reached by traveling north on Hwy 24 from Salida. Refer to the location maps and road list for a detailed location of each road. All roads are located in Chaffee, and Lake Counties.

1.3 Equipment Specifications:

A. The equipment to be used to complete the performance of this contract shall meet the following minimum standards.

• Road Grader - Motor patrol, self-propelled, tandem drive, with a mold board not more than fourteen (14) feet or less than twelve (12) feet.

• Backhoe/Loader – Cat 416E or equivalent.

• Crawler Tractor/Dozer – Cat D4 or equivalent, with three (3) tooth ripper bar and angle dozer blade (6 way tilt preferred).

B. All equipment shall be in good repair, and capable of accomplishing assigned tasks in a safe and environmentally acceptable manner. Where applicable, all equipment shall be fitted with approved spark arrestors. If equipment is different from above submit a list with cost proposal. Some equipment that differs from the above requirements may be accepted but may be rejected by the CO. Contractor should discuss equipment questions with the CO before bidding or at the pre-bid conference if one is held.

C. Upon concurrence from the CO certain areas on the National Forest may be used for storage of equipment and/or materials during active maintenance periods. The contractor shall be responsible for protection of items stored on Government property, and shall ensure adequate safety measures are maintained at such sites.

1.4 Noxious Weeds Prevention and Requirements:

All contractor and subcontractors performing work on National Forest System lands are required to use equipment and vehicles free of noxious weed seeds and/or propagating parts capable of producing a new noxious weed plant. This applies to ALL vehicles whether owned, leased or borrowed.

This shall be accomplished by washing with a pressurized hose all equipment and vehicles used for construction, maintenance and support work prior to entering the National Forest.

See Specification 171 for specific requirements.

1.5 Signs and Traffic Control Requirements:

In the performance of travel way maintenance, signs shall be located no more than 1 mile before and after the area of operation. Signs shall be posted only when work is in progress. Traffic warning signs shall be provided by the contractor. Cost is incidental and is included in the Pay Items corresponding to the road maintenance work. Signs must conform to the Manual of Uniform Traffic Control Devices (MUTCD). No hand made signs will be allowed. No work shall be allowed to commence until construction signs have been approved by the

CO.

1.6 Tractor/Dozer vs. Road Grader:

As a general rule, all Level I and Level II roads should be maintained with a tractor/dozer whereas all Level III roads should be maintained with a road grader (motor patrol). In some instances Level II roads can be maintained with a road grader. This item should be discussed with the CO during the pre-bid meeting. See Maps & Road Spreadsheet as they depict whether a grader or dozer could be used for a given ML2 road.

1.7 Definitions:

Base Course - The layer or layers of specified or selected material of designed thickness placed on a subbase or subgrade to support a surface course.

Berm - Curb or dike constructed to control roadway runoff water.

Borrow - select material taken from designated sites to build up the roadway or other structures.

Bridge - a structure, including supports, erected over a depression or an obstruction, such as water, road, trail, or railway, and having a deck for carrying traffic or other moving loads.

Catch basin - A flat bottom basin constructed at the culvert inlet to improve the entrance conditions and to provide space for sediment and debris collection and removal.

Cattleguard – A structure constructed on the roadway used as a barrier for livestock. Barriers may be constructed of concrete, steel, or other materials.

Channel - A waterway (either natural or constructed) leading into or away from a culvert or bridge.

CO – Contracting Officer.

COR – Contracting Officer’s Representative.

Crown - The slope of the roadbed away from the centerline to provide for drainage.

Culvert - A conduit or passageway under a road, trail, or other obstruction. A culvert differs from a bridge in that it is usually constructed entirely below the elevation of the traveled way.

Cushion Material - Native or imported material generally placed over rocky sections of unsurfaced roads to provided a usable and maintainable traveled way.

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

• Drainage ditch - A ditch constructed between the traveled way and the adjacent terrain for the purpose of transporting water that leaves the road surface or cut slope.

• Lead-off ditch - A ditch used to remove water from drainage ditches.

• Outlet ditch - A ditch used to provide drainage from culverts, cattleguards, drainage dips, or other structures.

• Intercept ditch - Any ditch which normally parallels the road centerline and diverts water from natural flow patterns to protect road slopes, roadbed, or downslope areas. Intercept ditches may be located within the roadway or roadside, but as used in this definition excludes drainage ditches.

Drainage dip - A uniform depression constructed within the roadbed surface which allows routine passage of vehicles while diverting water from the traveled way.

Drawings - Depictions detailing maintenance contemplated including all road listing diagrams, maps, and performance schedules included in the contract.

Drop Inlet - A vertical conduit used as an inlet to a culvert.

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

Excess Material - Material obtained from maintenance operations on the roadway which is excess to that needed for maintenance of the roadway.

Grade - The vertical rise or fall of the finished surface of a roadway or ditch centerline. Grade is expressed as a percent calculated as rise in feet over run in feet times one-hundred (100).

Inspector – Contracting officer’s official project inspector.

Invert - The bottom of the inside of a conduit or culvert.

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

Measurement - Method of determining and expressing the quantities of work.

Outslope/inslope - The slope of the roadbed from the cutslope to provide for drainage. Applies to roads without a crown.

Pavement Structure - Subbase, base, or surface course, or combination thereof, placed on a subgrade to support the traffic load and distribute it to the roadbed.

Right-of-way - A general term denoting land, property, or interest acquired for or devoted to a road.

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

Roadside - A general term denoting the area adjoining the outer edge of the roadway.

Roadway - The portion of the road within the limits of excavation and embankment.

Shoulder - The portion of the roadway contiguous with the traveled way for accommodation of stopped vehicles, for emergency use, and for lateral support of pavement structure.

Slide - A concentrated deposit of materials from above or on the backslope extending onto the traveled way or shoulders that has been deposited by mass land movements.

Slough - Materials eroded or raveled from back slope which partially or completely block the ditch, but do not encroach on the traveled way so as to block vehicular passage.

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

Subgrade - Top surface of roadbed upon which subbase, base, or surface course is constructed. For roads without base course or surface course, that portion of roadbed prepared as the finished wearing surface.

Surface Course - The top layer of a pavement structure, sometimes called the wearing course, usually designed to resist skidding, traffic abrasion, and the disintegrating effects of climate.

Trash rack - A structure (usually constructed from vertical bars) which is designed to prevent trash and other debris from entering and blocking a culvert.

Traveled Way - The portion of the roadway provided for the movement of vehicles, exclusive of shoulders on asphalt paved roads. For purpose of this contract, traveled way includes turnouts and curve widening.

Turnouts - A short auxiliary lane provided for passage of on coming vehicles.

Unsuitable material - Material that is not suitable to be incorporated into the work.

Waterbar - A drainage structure constructed across the roadbed surface to divert water from the road surface.

Vehicular passage is not a consideration.

TECHNICAL SPECIFICATIONS

151- MOBILIZATION - STANDARD SPECIFICATIONS

DESCRIPTION

151.01 This work consists of moving personnel, equipment, material, and incidentals to the project and performing all work necessary before beginning work at the project site. Mobilization includes the obtaining of permits, and insurance.

MEASUREMENT

151.02 The bid amount is complete payment for all work described in the contract and necessary to complete the work for that item. The quantity is designated as "All." Payment

171- WEED AND DISEASE PREVENTION - STANDARD SPECIFICATIONS

171.01 This work consists of washing and treating construction equipment to remove seeds, plants, and plant fragments from the equipment before the equipment is used on National Forest System lands.

MATERIAL

171.02 Furnish water that is free of substances injurious to plant life such as oils, acids, alkalis, or salts.

WORK REQUIREMENTS

171.03 General

Notify the CO in writing at least 15 days before moving any construction equipment onto National Forest System lands. Construction equipment does not include cars, pickup trucks, and other vehicles that regularly travel between the construction site and areas outside of National Forest System lands.

Perform all work at a location designated on the plans or other locations approved in writing. Provide the CO with an opportunity to monitor the washing and inspection.

171.04 Equipment

For work on National Forest System lands, use a washing system that traps all wash water and either stores it for removal from National Forest System lands or recycles the water for continued use. If the equipment recycles the water, provide adequate filters for seed removal. Dispose of the filter material and removed seeds in an approved manner. Do not mix soaps, detergents, or other chemicals with the wash water. For work at a commercial washing facility, use an approved facility. Use a high pressure washing system.

171.05 Washing

Wash the sides, tops, and undercarriages of all construction equipment. Remove all seeds, plants, plant fragments, dirt, and debris from the construction equipment.

171.06 Inspection

Inspect the washed construction equipment, including the undercarriage, to ensure that the washing removed the dirt, debris, and seeds from the construction equipment. Rewash the construction equipment as necessary or as directed.

171.07 Acceptance

Weed prevention will be evaluated under Subsection 106.02 of the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-03)

850- LEVEL 2 ROAD MAINTENANCE - STANDARD SPECIFICATIONS

850.01 The maintenance work to be performed shall include work necessary to keep drainage functional, correction of safety problems, and maintenance of the road prism to provide passage of high clearance vehicles.

WORK REQUIREMENTS

850.02 Drainage

This work shall consist of cleaning culverts, drainage dips and related items such as catch basins, outlet ditches, lead-off ditches, trash racks, drop inlets, headwalls, aprons, and existing riprap.

Drainage structures and related items shall be cleared of all foreign material and all vegetative growth which interferes with the flow pattern. Grass shall be left in place provided drainage is not obstructed.

Culverts shall have their inlet and outlet cleaned as well as three (3) feet of the upper and lower ends of the inside cleaned out to expose the full diameter of the culvert. If debris is lodged in the culvert to the extent it cannot be cleaned by shovel, bar, and hand labor, the CO shall be notified of the location within 5 working days for a final determination of corrective measures to be taken.

Unless otherwise SHOWN ON THE DRAWINGS, catch basins shall be cleared of material to the bottom of the invert of the culvert and at least eighteen (18) inches horizontally towards the backslope or the width of the basin, whichever is greater. The backslope shall be cleaned of loose material.

Inlet channel transition from the ditchline to the catch basin shall be cleaned. Material removed, if suitable, may be blended into existing native road surfaces or shoulders. On aggregate surfaced roads, care must be taken to assure the material is not mixed into the existing aggregate. Unsuitable material shall be disposed of by sidecasting unless otherwise SHOWN ON THE DRAWINGS. Sidecasting into streams, lakes or water courses will not be permitted.

Ditches shall be cleaned to conform to previous line, grade, and cross section. Cleaning is not required on ditches that provide drainage and are free of debris larger than three (3) inches in diameter and one

(1) foot in length.

Drainage dips to be cleaned or installed shall be shaped to a depth and width to provide drainage in reasonable conformity to the original lines, grades and cross section, unless otherwise SHOWN ON THE DRAWINGS or designated on the ground. Hand work may be necessary to obtain a smooth surface and uniform cross section. Lead-off ditches shall be cleaned or installed and shall daylight.

Material generated from the lead-off ditches shall be removed and blended into existing native road surfaces or shoulders. On aggregate surfaced roads, care must be taken to assure the material is not mixed into the existing aggregate. Unsuitable material shall be disposed of by sidecasting unless otherwise SHOWN ON THE DRAWINGS.

850.03 Removal of Obstructions

Unless otherwise SHOWN ON THE DRAWINGS, logs and downed trees, stumps, and loose rocks which extended more than four (4) inches above the road surface shall be removed or repositioned to provide adequate clearance for vehicular travel. Logs and downed trees shall be removed from the top of cut to toe of fill. Logs and downed trees shall be cut into short lengths and placed outside the roadway.

Slash shall be scattered outside the roadway and drainage ways. Rocks and other objects outside the usable width may remain, if drainage is not obstructed.

850.04 Removal of Vegetation

Unless otherwise SHOWN ON THE DRAWINGS, brush, trees, and limbs shall be removed to provide a twelve (12) foot traveled way. The Vegetation traveled way shall be free of encroaching limbs to a height of ten (10) feet above the traveled way surface.

Brush and trees growing within the traveled way shall be cut parallel to and within two (2) inches of the ground surface.

Slash shall be scattered outside the roadway and drainage ways. Concentrations of slash and debris greater than eighteen (18) inches above the ground will not be permitted.

Slash and debris shall not be placed in live streams.

850.05 Sloughs, Slumps, and Slides

Minor sloughs, slides and slumps that are less than five (5) cubic yards per one-hundred (100) foot station, shall be removed or repaired. If quantity exceeds five (5) cubic yards per one-hundred (100) foot station, the CO shall be notified of the location within 5 working days for a final determination of corrective measures to be taken. Minor slough material, including soil, rock, and vegetative matter which encroaches onto the ditches, roadway or shoulder and which obstructs drainage shall be disposed of by sidecasting unless otherwise SHOWN ON THE DRAWINGS. Sidecasting into streams, lakes or water courses will not be permitted.

Minor slumps and washouts, shall be filled with material generated from the adjacent area or as otherwise SHOWN ON THE DRAWINGS. Material shall be placed in layers not to exceed eight (8) inches in depth and compacted by operating equipment over each layer.

850.06 Traveled way

Traveled way maintenance shall include shaping the surface and shoulders to provide drainage and accommodate high clearance vehicles. Ruts and washouts that prevent normal road surface runoff and have potential to further damage the road or adjacent resource shall be repaired. Ruts and washouts that impede vehicular travel by high clearance vehicles shall be repaired. Materials for filling the ruts shall be generated from the roadway or otherwise SHOWN ON THE DRAWINGS. Material shall be placed in layers and compacted by operating equipment over the full width of each layer.

MEASUREMENT

850.07 Level 2 Road Maintenance will be measured to the nearest one-tenth (0.1) mile as measured by a calibrated vehicle distance measuring device along the road centerline.

860- LEVEL 3 ROAD MAINTENANCE - STANDARD SPECIFICATIONS

860.01 The maintenance work to be performed shall include work necessary to keep drainage functional and maintain the road prism to allow a prudent driver to safely negotiate the road in a passenger car.

WORK REQUIREMENTS

860.02 Drainage

This work shall consist of cleaning culverts and drainage dips and related items such as catch basins, outlet ditches, lead-off ditches, trash racks, drop inlets, headwalls, aprons, and riprap.

Drainage structures and related items shall be cleared of all foreign material and all vegetative growth which interferes with the flow pattern. Grass shall be left in place provided drainage is not obstructed.

Culverts shall have their inlet and outlet cleaned as well as three (3) feet of the upper and lower ends of the inside cleaned out to expose the full diameter of the culvert. If debris is lodged in the culvert to the extent it cannot be cleaned by shovel, bar, and hand labor, the CO shall be notified of the location within 5 working days for a final determination of corrective measures to be taken.

Unless otherwise SHOWN ON THE DRAWINGS, catch basins shall be cleared of material to the bottom of the invert of the culvert and at least eighteen (18) inches horizontally towards the backslope or the width of the basin, whichever is greater. The backslope shall be cleaned of loose material.

Inlet channel transition from the ditchline to the catch basin shall be cleaned. Material removed, if suitable, may be blended into existing native road surfaces or shoulders. On aggregate surfaced roads, care must be taken to assure the material is not mixed into the existing aggregate. Unsuitable material shall be disposed of by sidecasting unless otherwise SHOWN ON THE DRAWINGS. Sidecasting into streams, lakes or water courses will not be permitted.

Ditches shall be cleaned to conform to previous line, grade, and cross section. Cleaning is not required on ditches that provide drainage and are free of debris larger than three (3) inches in diameter and one (1) foot in length. On aggregate surfaced roads, care must be taken to assure the material is not mixed into the existing aggregate. Unsuitable material shall be disposed of by sidecasting unless otherwise SHOWN ON THE DRAWINGS.

Drainage dip maintenance consists of cleaning and installing dips. Drainage dips shall be shaped to a depth and width to provide drainage and reasonable conformity to the original lines, grades, and cross sections, unless otherwise SHOWN ON THE DRAWINGS or designated on the ground. Hand work may be necessary to obtain a smooth surface and uniform cross section. Lead-off ditches shall be cleaned or installed and shall daylight. Material generated from the lead-off ditches shall be blended into existing road surfaces or shoulders. On aggregate surfaced roads, care must be taken to assure the Material is not mixed into the existing aggregate. Unsuitable material shall be disposed of by sidecasting unless otherwise SHOWN ON THE DRAWINGS.

860.03 Removal of Obstructions

Unless otherwise SHOWN ON THE DRAWINGS, loose rocks which extends more than three (3) inches above the road surface shall be removed or repositioned to provide adequate clearance for vehicular travel. Logs and downed trees shall be cut over the entire width of the traveled way to provide opening for vehicular travel. Logs and downed trees shall be cut into short lengths and placed outside the roadway. Slash shall be scattered outside the roadway and drainage ways. Rocks and other objects outside the usable width may remain, if drainage is not obstructed.

860.04 Removal of Vegetation

Brush, Trees, and limbs shall be removed within the designated area SHOWN ON THE DRAWINGS or designated on the ground to provide unobstructed roadway prism, including turnouts, ditches, and other drainage facilities. The traveled way shall be free of encroaching limbs to a height of 12 feet above the traveled way surface.

Unless otherwise SHOWN ON THE DRAWINGS, brush and trees less than four (4) inches in diameter within the designated area adjacent to the traveled way shall be cut to a maximum height of six (6) inches above the ground surface or obstructions such as rocks or stumps. Trees within the designated area in excess of four (4) inches in diameter when measured six (6) inches above the ground shall be limbed so that no limb extends into the designated area or over the roadbed. Tree limbs shall be trimmed as near flush with the trunk as practicable.

Brush and trees designated for removal within the designated traveled way shall be cut parallel and as close to the ground as practicable or to a maximum of one (1) inch above the elevation of the road surface. Vegetation shall be cut over the entire width of the traveled way or to the maximum width SHOWN ON THE DRAWINGS, or as designated on the ground.

Signs, markers, and other road appurtenances are designated to be retained.

Work may be performed by hand or mechanically. Self-propelled equipment shall not be allowed on cut and fill slopes or in ditches unless otherwise SHOWN ON THE DRAWINGS.

Any damage to trunks of standing trees caused by Contractor's operation shall be treated with a commercial nursery sealer or removed as designated by the CO.

Limbs, chunks, and debris in excess of one (1) foot in length or three (3) inches in diameter shall be scattered outside the roadway. Concentrations of slash and debris greater than eighteen (18) inches above the ground will not be permitted.

Slash and debris shall not be placed in live streams.

860.05 Sloughs, Slides and Slumps

Minor sloughs, slides, and slumps that are less than five (5) cubic yards per one-hundred (100) foot station, shall be removed or repaired. If quantity exceeds five (5) cubic yards per one-hundred (100) foot station, the CO shall be notified of the location within 5 working days for a final determination of corrective measures to be taken. Minor slough and slide material, including soil, rock, and vegetative matter which encroaches onto the ditches, roadway or shoulder and which obstructs drainage shall be disposed of by sidecasting unless otherwise SHOWN ON THE DRAWINGS. Sidecasting into streams, lake or water courses will not be permitted.

Minor slumps and washouts shall be filled with material generated from the adjacent area or as otherwise SHOWN ON THE DRAWINGS. Material shall be placed in layers not to exceed eight (8) inches in depth and compacted by operating equipment over each layer.

860.06 Traveled way

The roadbed shall be crowned or sloped to conform to the original prism. All berms generated shall be removed from the shoulders and incorporated into the traveled way surface except those that are specifically designated to remain. Turnouts shall also be included with the blading of the road surface.

On roads open to public traffic, berms of materials caused by road maintenance operations shall be removed from the traveled way prior to the end of each day's work.

The blading shall proceed in an orderly fashion by successive passes with graders parallel to the road centerline, progressing from the lower side to the upper side of the roadbed and back across. In the process, shoulder material shall be cut and replaced to prevent vegetation encroachment.

On native surface roads, all ruts, holes, washes and washboards shall be removed by scarifying or cutting to the bottom of such defects. Fines accumulated in blading roads or from drainage ditches shall not be wasted over fill shoulders.

On aggregate surface roads, all ruts, holes, washes and washboards shall be removed by scarifying or cutting to the bottom of the aggregate surface. Scarification of subgrade material will not be permitted unless SHOWN ON THE DRAWINGS.

Rocks or other material remaining on the traveled way after the final blading that fail to pass a 4-inch sieve or are larger than the maximum size of imported surfacing shall be disposed of by sidecasting unless otherwise SHOWN ON THE DRAWINGS. Sidecasting into streams, lakes or water courses will not be permitted.

The roadbed immediately before and after cattleguards and bridges shall be bladed in such a manner as to effect a smooth transition. Material shall not be deposited inside cattleguards or onto bridges. Any material deposited on bridge decks or inside cattleguards, including any accumulated material, shall be removed.

Intersecting roads shall be bladed for a distance of 50 feet to assure proper transition of the two riding surfaces.

MEASUREMENT

860.07 Level 3 Road Maintenance will be measured to the nearest one-tenth (0.1) mile as measured by a calibrated vehicle distance measuring device along the road centerline.

Road # Name ML BMP EMP Miles Termini Grader Dozer Pay Item Start Date Comments

Annual (Routine) Maintenance 185 Aspen Ridge 2 5.13 7.13 2.000 Gate - End ML2 X 850(01) June-Aug ML2 Dozer Work.

221 Green Creek 3 1.45 2.59 1.132 Bg FS Jurs - End ML 3 X 860(01) June-Aug ML3 Grader Work. Check Culverts. Clean If Needed.

225 Fooses Creek 3 0.74 2.798 2.055 Bg FS Jurs - very steep slope x 860(01) June-Aug ML3 Grader Work. Check Culverts. Clean If Needed.

225 Fooses Creek 2 2.798 5.265 2.467 Bg ML2 - Very Steep Slope x 850(01) June-Aug ML2 Grader Work. Check Culverts. Clean If Needed.

225.C Fooses Creek TH 2 0.000 0.140 0.140 FR 225 - Trlhd x 850(01) June-Aug ML2 Grader Work. Check Culverts. Clean If Needed.

250 Placer Creek 3 5.096 7.634 2.538 Bg FS Jurs(gate) - FR251 x 860(01) June-Aug ML3 Grader Work. Check Culverts. Clean If Needed.

250.A Sawmill Gulch 2 0.000 2.900 2.900 FR 250 - FR 252 x 850(01) June-Aug ML2 Grader Work. Check Culverts. Clean If Needed.

252 Blank's Cabin 3 0 3.18 3.180 FR 250 - FT 1776 X 860(01) June-Aug ML3 Grader Work. Check Culverts. Clean If Needed.

292 Old Chalk Creek 3 0 2.41 2.410 FR162 - End ML3 X 860(01) June-Aug ML3 Grader Work. Check Culverts. Clean If Needed.

292 Old Chalk Creek 3 5 5.57 0.690 Bg ML3 - FR 162 X 860(01) June-Aug ML3 Grader Work. Check Culverts. Clean If Needed.

292 Old Chalk Creek 2 2.41 4.88 2.470 Begin ML2 - End Private (End) X 850(01) June-Aug ML2 Grader Work. Check Culverts. Clean If Needed.

309 Chubb Park 3 4.49 6.80 2.337 Bg FS Jurs - End FR 436 X 860(01) June-Aug ML3 Grader Work. Check Culverts. Clean If Needed.

309.A West Trout Creek 2 0 3.30 3.300 FR 309 - District Boundary X 850(01) June-Aug ML2 Dozer Work.

309.2A Chubb 2 0 0.20 0.200 FR 309.A - Enter Private X 850(01) June-Aug ML2 Dozer Work.

344 S. Cottonwood 3 4.00 6.87 3.040 Campground - Change ML2 X 860(01) June-Aug ML3 Grader Work. Check Culverts. Clean If Needed.

344 S. Cottonwood 2 6.87 12.10 5.250 Begin ML2 - End Private (End) X 850(01) June-Aug ML2 Grader Work. Check Culverts. Clean If Needed.

365 N. Cottonwood 2 2.40 5.20 2.800 End ML3 - FT 1449 X 850(01) June-Aug ML2 Grader Work. Check Culverts. Clean If Needed.

ML2= 21.53 ML3= 17.382

USDA FOREST SERVICE

SALIDA RANGER DISTRICT

Pike & San Isabel National Forest

Pike & San Isabel NF Road Maintenance Contract

Road # Name ML BMP EMP Miles Termini Grader Dozer Pay Item Start Date Comments

Annual (Routine) Maintenance 104.B Abe Lee 3 0 0.39 0.39 FR 104 - Lot X 860(01) June-Aug ML3 Grader Work. Check Culverts. Clean If Needed.

110 Halfmoon 3 3.37 6.74 3.37 Enter Forest - Mt Massive TH X 860(01) June-Aug ML3 Grader Work. Check Culverts. Clean If Needed.

110 Halfmoon 2 6.74 12.70 5.96 Mt Massive Th - Private X 850(01) June-Aug ML2 Dozer Work.

110.H Elbert Crk CG 3 0 0.22 0.22 FR 110 - Deadend X 860(01) June-Aug ML3 Grader Work. Check Culverts. Clean If Needed.

125.A Lakeview CG 3 0 0.86 0.86 FR 125 - End at loop H X 860(01) June-Aug ML3 Grader Work. Check Culverts. Clean If Needed.

125.ag Lakeview CG loop G 3 0 0.11 0.11 FR 125.A - FR 125.AG X 860(01) June-Aug ML3 Grader Work. Check Culverts. Clean If Needed.

130 Lodgepole Flats 2 0.0 1.20 1.20 CR 24 - FR 160 X 850(01) June-Aug ML2 Grader Work. Check Culverts. Clean If Needed.

145 Slide Lake 2 1.22 2.35 1.13 FR 705 - TRHD X 850(01) June-Aug ML2 Dozer Work.

171 Upper Lake Access 3 0 1.047 1.047 CO 82 - Deception Point X 860(01) June-Aug ML3 Grader Work. Check Culverts. Clean If Needed.

189 Hooper 2 0 1.80 1.80 FR 102 - FR 109 X 850(01) June-Aug ML2 Dozer Work.

390 Clear Creek 3 3.55 11.85 8.30 US 24 - End ML3 X 860(01) June-Aug ML3 Grader Work. Check Culverts. Clean If Needed.

390 Clear Creek 2 11.85 13.55 1.70 Bg ML2 - Trl 1452 X 850(01) June-Aug ML2 Dozer Work.

ML2= 11.790 ML3= 14.290

31.672

33.320

Total Maintenance Level 2 Road Miles = Pay Item 850(01) includes all level 2 roads (16.09 miles w/dozer 17.227 miles w/grader

Pay Item 860(01) includes all Level 3 roads.

USDA FOREST SERVICE

Total Maintenance Level 3 Road Miles =

Pike & San Isabel NF Road Maintenance Contract

LEADVILLE RANGER DISTRICT

Pike & San Isabel National Forest

WorkByRoad

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