1442 cont_0525.pdf

SOL NO: AG-4419-S-10-0525

UNIT: 0908

PROJ NAME: Shawnee Horse Trails

PART I—THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

SCHEDULE OF ITEMS

B-1 Schedule of Items

BASE BID ITEMS

High Knob Area

Item No.

Description Pay Unit

Estimated Quantity

Unit Price

Total Price

FT 164 Grind staff Trail

911(01) Clearing and Grubbing

LF

10,213

912(01) Excavation

10,213

912(02) Excavation, Rock Removal

912(07) Shallow Stream Ford and Gully Crossing

EA

935(01) Rock Retaining Wall

941(01) Aggregate Surfacing, CA 10

0.0 to 1.5 miles

TON

954(01) Obliteration

2,400

TOTAL FT 164 $_________________

Description Pay Unit

Estimated Quantity

Unit Price

FT 146 Snow Cone Trial

18,473

917(01) High Line Area

LS

1,100

TOTAL FT 146 $_________________

Description Pay Unit

Estimated Quantity

Unit Price

FT 153 Circle Rock

9,630

8,408

912(13) Excavation with Geotextile

SY

914(01) Switchback, Type II

941(02)

1.5 to 2.5 miles

941(03) Base Course Aggregate, CA 1 (3” clean)

941(11)

TOTAL FT 153 $_________________

Description Pay Unit

Estimated Quantity

Unit Price

FT 180 Thacker Ridge

01 911(01)

LF 4,350 $__________ $_____________

3,820

912(14)

Geocell

TOTAL FT 180 $_________________

Description Pay Unit

Estimated Quantity

Unit Price

FT 180C

3,740

3,740

TOTAL FT 180C $_________________

Description Pay Unit

Estimated Quantity

Unit Price

FT 165 County Line Trail

915(02) Trail Restoration Grading Aggregate Surface

1,050

Aggregate, Geotextile Fabric

TOTAL FT 165 $_________________

Description Pay Unit

Estimated Quantity

Unit Price

FT 164A

Grading Aggregate Surface

2,954

TOTAL FT 164A $_________________

Millstone Lake Area

No.

Description Pay Unit

Estimated Quantity

Unit Price

FT 032 Millstone Lake – Segment A

20,411

17,515

CA 10

0.0 to 1.5 miles

TON 720

Aggregate, 3,800

TOTAL FT 032 $_________________

AGGREGATE SURFACING

Jackson Hole Area

Description Pay Unit

Estimated Quantity

Unit Price

FT 497 Jackson Hole

912(14)

Aggregate Surfacing

11,940

Base Course Aggregate

941(04) Base Course Aggregate

TOTAL FT 497 $_________________

Description Pay Unit

Estimated Quantity

Unit Price

FT 469A

TOTAL FT 469A $________________

Description Pay Unit

Estimated Quantity

Unit Price

FT 496 Freize

915(01)

2,668

TOTAL FT 496 $_________________

Description Pay Unit

Estimated Quantity

Unit Price

FT 493 Double Branch Hole

915(01)

2,825

TOTAL FT 493 $_________________

Lusk Creek Trailhead Area

Description Pay Unit

Estimated Quantity

Unit Price

FT 473 North Bear Branch

Geosynthetic, Type I

TOTAL FT 473 $_________________

Description Pay Unit

Estimated Quantity

Unit Price

FT 472 Bear Branch

Geosynthetic, Type I

TOTAL FT 472 $_________________

Description Pay Unit

Estimated Quantity

Unit Price

FT 472C

TOTAL FT 472C $_________________

Description Pay Unit

Estimated Quantity

Unit Price

FT 001 River to River Trail to Lusk Creek Wilderness Boundary

TOTAL FT 001 $_________________

Bay Creek Ranch Area

No.

Description Pay Unit

Estimated Quantity

Unit Price

FT 031H

TOTAL FT 031H $_________________

Description Pay Unit

Estimated Quantity

Unit Price

FT 031 Segment A

FT 031 Segment B

TOTAL FT 031 $_________________

Description Pay Unit

Estimated Quantity

Unit Price

FT 001 River to River Trail Cedar Grove Road

TOTAL FT 001 $_________________

Frank’s Pond Area

Description Pay Unit

Estimated Quantity

Unit Price

FT 487 Zimmer Cemetery

CA 10

0.0 to 1.5 miles

TON 250

TOTAL FT 487 $_________________

Description Pay Unit

Estimated Quantity

Unit Price

FT 487C Franks Pond

TOTAL FT 487C $_________________

Description Pay Unit

Estimated Quantity

Unit Price

FT 487H

TOTAL FT 487H $_________________

Trails to be flagged and NEPA complete by Pre-bid meeting

Millstone Lake and Jackson Hole Area

Description Pay Unit

Estimated Quantity

Unit Price

FT 032 Millstone Lake – Segment B

7,000

7,000

1,600

TOTAL FT 032 Seg B $_________________

Description Pay Unit

Estimated Quantity

Unit Price

FT 030 Bay Creek

6,500

6,500

TOTAL FT 030 $_________________

Description Pay Unit

Estimated Quantity

Unit Price

FT 030D

2,000

2,000

TOTAL FT 030D $_________________

Description Pay Unit

Estimated Quantity

Unit Price

FT 033 Cedar and 033A

19,380

19,380

1,800

TOTAL FT 033 $_________________

Description Pay Unit

Estimated Quantity

Unit Price

FT 031 White

2,100

1,800

TOTAL FT 031 $_________________

OPTIONAL BID ITEM 1

Description Pay Unit

Estimated Quantity

Unit Price

FT 051 Cove Hollow

12,400

TOTAL FT 051 $_________________

OPTIONAL BID ITEM 2

Description Pay Unit

Estimated Quantity

Unit Price

FT 493 Double Branch Hole

01 911(01)

LF 26,400 $__________ $_____________

26,400

1,200

TOTAL FT 493 $_________________

OPTIONAL BID ITEM 3

Pounds Hollow Area

No.

Description Pay Unit

Estimated Quantity

Unit Price

FT 188

1,400

1,400

TOTAL FT 188 $_________________

OPTIONAL BID ITEM 4

Description Pay Unit

Estimated Quantity

Unit Price

FT 186 Robinette Creek

2,700

2,700

LF 20 $__________ $_____________

TOTAL FT 186 $_________________

OPTIONAL BID ITEM 5

Description Pay Unit

Estimated Quantity

Unit Price

FT 006 Beaver Trail

TOTAL FT 006 $_________________

OPTIONAL BID ITEM 6

North Lusk Creek Area

No.

Description Pay Unit

Estimated Quantity

Unit Price

FT 487 and FT 487B Dog Hollow

27,720

27,720

Aggregate, Aggregate, TOTAL FT 487, 487B $_________________

"NOTE: Please be sure to certify in ORCA for the NAICS specified on the contract form or elsewhere in this solicitation."

SCOPE OF CONTRACT: Contractor shall provide all expertise, labor, supervision, services, equipment, tools, supplies, permits, licenses, transportation, and incidentals necessary to perform trail construction and restoration on the Shawnee National Forest.

Payment will be based on the Actual Quantity (AQ) the contractor completes and the government accepts.

CONTRACT REQUIREMENTS: Specified major work includes new trail construction requiring the basic clearing and grubbing, 36” finished trail tread excavation along with all necessary drainage structures, trail restoration, aggregate surfacing and base course. Trail restoration shall include, but not limited to brushing and restoring of the original trail template, 36” to 48” finished trail tread excavation with grade dips; construction drainage structures, aggregate surfacing and base course.

The center line of the new trail section is located and trail tread shall be a full-bench cut construction within a 6’ corridor. Contractor will be responsible for locating and constructing grade dips and grade reversals as necessary to allow for adequate trail surface drainage. All additional structures and items shall be located and staked on the ground before construction begins.

PROJECT LOCATION: The project is located in Southern Illinois, on the Shawnee National Forest.

HIDDEN SPRINGS RANGER DISTRICT: Gallatin, Saline, and Pope County in Illinois.

ESTIMATED START DATE: August 23, 2010 (10 days after NTP)

USE OF MOTORIZED EQUIPMENT NON WILDERNESS: Trail excavation shall be accomplished by mechanical means with equipment that fits the specified trail width. All trails shall be built by using a small, low impact trail construction machine with a track width of less than 60 inches or hand built to minimize soil disturbance.

ADDITIONAL INFORMATION: Most trails are located in forested areas with moderate to heavy vegetation beside and overhead. Due to the restricted width of the maintained trails, most locations do not allow access for over-road vehicles, this makes placement of aggregate difficult. Access roads are available for use to trail heads and access points along the trail, but the haul distances could be up to approximately 2.5 miles on some of the trails. Contractor shall be required to haul aggregates over the trail in vehicles suited for the narrow trails from the closest on-road stockpile site. Access roads for your use are available in some locations; they include County, Township, and Forest Service Roads on National Forest. Some National Forest roads could be very difficult to traverse due to the poor condition of the road surface and may require work before suitable for over-road equipment. Repair of these roads is acceptable, but will not be paid for directly under this contract unless agreed to in writing by the Contracting Officer (CO). In most cases it will be for the contractor’s convenience and is incidental to the work being preformed.

The timber rattlesnake is legally protected under the Illinois Endangered Species Protection Act, and a violation is a Class A misdemeanor. (Class A misdemeanors carry a fine of up to $1,000 and up to 364 days in jail.) Contractor is to notify the CO of any timber rattlesnake sighting.

SPECIAL NOTE: Approximately 22.3 miles of new construction of trails are currently being designed. The following table is the trails and approximate miles of construction for each trail. A final design with estimates and maps will be completed by the pre-bid meeting on June 15, 2010.

Trails currently being designed:

Trail Number Trail Name Approx.

Total Miles

032 Millstone Lake Segment B

1.4

030 Bay Creek 1.3

030D 030D 0.4

033 and 033A

Cedar 3.7

031 White 0.4

051 Cove Hollow 2.4

493 Double Branch Hole

5.0

188 188 0.3

186 Robinette Creek 0.5

006 Beaver Creek 2.4

487 and 487B

Dog Hollow 5.25

B-2 Basis for Award

1. The Government reserves the right to eliminate from consideration for award any or all offers at any time prior to award of the contract; to negotiate with offerors in the competitive range; and to award the contract to the offeror submitting the proposal determined to represent the best value – the proposal most advantageous to the Government, price and other factors and sub-factors considered.

2. As stated in the solicitation, the Government intends to evaluate proposals, hold discussions, and award a contract In accordance with FAR 15.306. In addition, if the Contracting Officer determines that the number of proposals that would otherwise be in the competitive range exceeds the number at which an efficient competition can be conducted, the Contracting Officer may limit the number of proposals in the competitive range to the greatest number that will permit an efficient competition among the most highly rated proposals.

3. The Best Value process is selected as appropriate for this acquisition. The Government considers it to be in the best interest to allow consideration of award to other than the lowest priced offeror or other than the highest technically rated offer.

4. As stated in the solicitation, all technical evaluation factors and sub-factors when combined are of equal importance to price.

5. Any proposal found to have a deficiency in meeting the stated solicitation requirements or performance objectives will be considered ineligible for award, unless the deficiency is corrected through discussions. Proposals may be found to have either a significant weakness or multiple weaknesses that impact either the individual factor rating or the overall rating for the proposal.

Period of Performance/Estimated Delivery Schedule.

• 03/15/2010 Issue FBO Presolicitation Synopsis (15 days)

• 05/15/2010 Issue Site Visit Notice FBO

• 06/15/2010 Pre-Proposal Meeting / Site Visit

• 06/16/2010 Issue RFP (30 days)

• 07/15/2010 Open offers and evaluate (10 days)

• 07/25/2010 Request BAFO (7 days) (if needed)

• 08/02/2010 Evaluate BAFOs, Recommend Award, SSA approves (5 days)

• 08/06/2010 Award

• 08/13/2010 Issue Notice to Proceed

• 08/13/2011 (or sooner if negotiated) Estimated completion date

SECTION C--DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

AGAR 452.211-72 Statement Of Work/Specifications (FEB 1988)

The Contractor shall furnish the necessary personnel, material, equipment, services and facilities (except as otherwise specified), to perform the Statement of Work/Specifications referenced in Section J.

AGAR 452.211-73 Attachments To Statement Of Work/Specifications (FEB 1988)

The attachments to the Statement of Work/Specifications listed in Section J are hereby made part of this solicitation and any resultant contract.

Project Location and Accessibility:

Location

The project is located in Southern Illinois, on the Shawnee National Forest.

HIDDEN SPRINGS RANGER DISTRICT: Gallatin, Saline, and Pope County in Illinois.

Accessibility

Most trails are located in forested areas with moderate to heavy vegetation beside and overhead. Due to the restricted width of the maintained trails, most locations do not allow access for over-road vehicles, this makes placement of aggregate difficult. Access roads are available for use to trail heads and access points along the trail, but the haul distances could be up to approximately 2.5 miles on some of the trails.

Contractor shall be required to haul aggregates over the trail in vehicles suited for the narrow trails from the closest on-road stockpile site. Access roads for your use are available in some locations; they include County, Township, and Forest Service Roads on National Forest. Some National Forest roads could be very difficult to traverse due to the poor condition of the road surface and may require work before suitable for over-road equipment. Repair of these roads is acceptable, but will not be paid for directly under this contract unless agreed to in writing by the Contracting Officer (CO). In most cases it will be for the contractor’s convenience and is incidental to the work being preformed.

STANDARD SPECIFICATIONS

The specification document indicated below is hereby made a part of this contract:

*Standard Specifications for Construction and Maintenance of Trails, EM-7720-103, September 1996

*Copies may be purchased from:

Superintendent of Documents PO Box 371954 Pittsburgh, PA 15250-7954 Phone: 202-512-1800 Fax: 202-512-2250 http://www.fs.fed.us/database/acad/dev/trails/trails.htm

SPECIAL PROJECT SPECIFICATIONS

The following Special Project Specification is applicable to this contract.

SECTION 900 – GENERAL SPECIFICATIONS

Section 904 – Maintenance for Traffic

904.01 General

Add the Following:

All section of new trail constructed shall remain closed until approved by the COR. It is the contractor’s responsibility to ensure traffic is kept off these sections.

Section 906 – Measurement and Payment

906.03 Units of Measurement

Add the following:

(d) Linear Foot (LF). Measure the work along its centerline length from end-to-end.

(e) Square Yard (SY). 9 square feet, measured longitudinal on a plane parallel to the surface being measured.

SECTION 910 – EARTHWORK

Section 911 – Clearing and Grubbing

Construction

911.02 Clearing Limits

Add the following:

Centerline of the trail corridor is staked, 3 feet on each side of the stakes is to be cleared.

911.03 Material to Be Cleared

Any live tree within the 6 foot corridor that is 6 inches or greater at 4 feet above ground must be approved by the COR before being removed.

Trees over 8 inch diameter shall not be cut or removed during the dates of April 1 to September 30 unless surveyed by the Forest Service for Indiana Bat roosting prior to being cut. Designated trees shall be surveyed up to 2 weeks before being cut and removed immediately following the survey.

Payment

911.08 Basis

PAY ITEM PAY UNIT

911(01) Clearing and Grubbing …………….………….LF

Section 912 – Excavation and Embankment

Construction

912.04 Excavation and Embankment

Replace first two paragraphs with the following:

Minor deviations of ± 12 inches in vertical alignment and 4 feet in horizontal alignment with smooth transitions of at least 10 feet on each side of the deviation are acceptable unless otherwise SHOWN ON

THE DRAWINGS.

Construct embankments with compacted soil. Compact all disturbed soil within the trailbed area. This shall be done by mechanical vibratory compactor over the full area until a firm surface is accomplished.

Soil shall have adequate moisture to ensure proper compaction is made.

Add the following:

Rock Removal - Remove surface rocks that are larger than 20 inches at their greatest dimension, and rocks that project more than 20 inches above the trail tread. Shatter any protruding rocks or rock surface in trail tread that are too large to be pried out. Remove the protrusion down to the level of the tread surface. No explosives shall be used.

912.05 Trailbed Finish

Add the following:

Trail bed shall be full bench cut construction AS SHOWN ON THE DRAWING over the entire length of the project.

Trail bed shall be constructed having either a grade dip or rolling dip AS SHOWN ON THE DRAWING at a minimum of every 50 feet or as necessary to allow the trail to have adequate surface drainage.

These should be incorporated in the tread construction to maximized existing topographic features. The contractor is to locate and construct these as needed. All drainage dips are considered incidental to excavation.

Shallow stream ford crossings will be constructed by using native rocks as SHOWN ON THE DRAWING. Material for the crossings is available on site within 100 feet of actual location.

912.08 Geosynthetics

Delete and add the following:

The trail bed shall be excavated 8 inches deep the width of the trail tread where DESIGNATED ON THE GROUND, place geosynthetics flat and parallel to the centerline of the trail before placing aggregate AS SHOWN ON THE DRAWINGS. Install anchors or fasteners as recommended by the geosynthetic manufacture.

Where DESIGNATED ON THE GROUND, geocells shall be installed AS SHOWN ON THE DRAWINGS. Crushed aggregate surfacing shall be placed 6 inches deep in geocell with geotextile installed on excavated sub base.

912.10 Basis

PAY ITEM PAY UNIT

912(01) Excavation ………………………………….….LF

912(02) Excavation, Rock Removal ……………………LF

912(07) Shallow Stream Ford and Gully Crossing Structure ……………………………………...EA

912(13) Excavation with ……………………….….…...SY

912(14) Excavation with………………………………...SY

Section 915 - Existing Trail Restoration

915.01 Work

Replace with the following:

Work consists of restoring the original trail template, including clearing, removing slough and berm, borrow, filling ruts, and troughs, reshaping backslopes, excavation, reshaping trail tread, restoring drainage, installing rolling and grade dips, removing protruding rocks, roots, stumps, slough, and berms.

915.06 Slough and Berm Removal and Excess Material

Grade existing aggregate surface to provide a firm and uniformly finished trailbed.

915.08 Drainage

Add the following:

Trail bed shall be constructed having either a grade dip or rolling dip AS SHOWN ON THE DRAWING at a minimum of every 50 feet or as necessary to allow the trail to have adequate surface drainage.

Payment

915.17 Basis

Add the following

PAY ITEM PAY UNIT

915(01) Trail Restoration …….…….…………………LF

915(02) Trail Restoration ……………………………..LF Grading Aggregate Surface

Add the Following:

Section 917 – High Line Construction Area

Description

917.01 Work

Work shall consist of clearing, grubbing, trimming, and removing trees along with excavation of material from within the designated area. A hiking trail shall be constructed from High Line Area to bluff as DESIGNATED ON THE GROUND.

Construction

917.02 Clearing

Clearing and excavation of an area of 50 feet wide and 60 feet long shall be in accordance with Section 911and 912.

917.03 Hiking Trail

A 100 foot long and 24inches wide hiking trail shall be constructed in accordance with Subsection 911 and 912. Waterbars shall be constructed in accordance with Subsection 922.06, Log or Treated Waterbars where DESIGNATED ON THE GROUND.

Measurement

917.04 Method

Measure the quantities in accordance with Section 906.

917.05 Basis

917(01) High Line Area…… …………………………..LS

SECTION 930 – STRUCTURES

Section 935 – Rock Retaining Walls

Payment

935.06 Basis

Replace the following

935(01) Rock Retaining Wall …………………………..LF

SECTION 940 - SURFACING

Section 941 – Aggregate Surfacing and Base Course

941.01 Work

Replace with the following:

This work consists of furnishing, hauling, placing, and compacting aggregate surfacing or base course and geosynthetics.

Haul of aggregates is in many locations difficult. In most locations hauling on the trail is required and in many instances distances average 1/2 to 1 mile from stockpile site on roadway. Hauling with over-road equipment on the trail is not allowed. Equipment is to be kept on the maintained tread. Stockpiled aggregate shall be DESIGNATED ON THE GROUND and SHOWN ON THE MAPS. Aggregate stockpile site shall be placed in such a way as not to endanger the traffic on a road or trail, plug drainages or damage the facilities or fauna of the Forest.

941.05 Preparation of Sub grade

Add the following:

Geosynthetics shall be installed AS DESIGNATED ON THE GROUND.

941.06 Spreading and Compacting

Replace with the following:

Use Aggregate that is uniformly mixed at optimum moisture content and spread in layer to the final thickness and width SHOWN ON THE DRAWINGS. The maximum thickness of any one layer shall be 4 inches. Obtain compaction by running the hauling equipment over the layer. Correct any irregularities or depressions that develop by adding or removing material until the surface is smooth, uniform and compacted.

Where DESIGNATED ON THE GROUND base course aggregate (3” clean) shall be placed 6 inches deep on geotextile fabric with an 8 inch layer of aggregate surfacing, separated by geotextile, covering the base course.

Payment

941.09 Basis

Add the following

PAY ITEM PAY UNIT

941(01) Aggregate Surfacing, CA 10…….……………TON

0.0 to 1.5 mile haul distance

941(02) Aggregate Surfacing, CA 10………………….TON

1.5 mile to 2.5 mile haul distance

941(04) Base course Aggregate, CA 1(3”Clean)………TON

0.0 to 1.5 mile haul distance

941(05) Base course Aggregate, CA 1(3” Clean)……..TON

1.5 to 2.5 mile haul distance

941(11) Geotextile Fabric……………………………….SY

SECTION 950 – INCIDENTAL CONSTRUCTION

Section 951 – Mobilization

Delete the entire section and replace with the following:

Mobilization is considered to be incidental to all other pay items.

Section 954—Obliteration of Abandoned Trailways

Replace with the following:

Description

954.01 Work.

This work consists of obliteration of trailways, construction of drainage structures, and reestablishment of natural drainage patterns and vegetation.

954.03 Trail Closure.

Block trailway entrances to traffic by placing rocks, logs, tree branches, and duff across the trailway.

Place rocks, logs, branches, and duff to conceal the abandoned trailway and discourage future use. Use rocks and other materials that are available in the areas to be obliterated.

954.04 Contour Restoration.

Backfill trail sections where DISIGNATED ON THE GROUND. On side hill sections, pull fill material from the lower side of the trail, or the upper cut area, and place fill material in the original cut area to restore a natural appearing contour and a natural drainage pattern.

Payment

954.10 Basis

Add the following

954(01) Obliteration……………….…….………………LF

SECTION 960 – MATERIAL

Section 961 – Rock, Grid Pavement Units, and Aggregate

961.06 Crushed Aggregate for surface Course.

Replace with the following:

Use CA 10 and CA 1 (3”clean) crushed aggregate that meets the requirements of the State of Illinois.

Section 964 – Geosynthetics

964.01 Geotextiles

Replace with the following:

Use geotextiles, alone or in combination with other geosynthetics that meet the following requirements for subsurface drainage:

Material structure: Nonwoven.

Polymer composition: Polypropylene.

Apparent opening by ASTM D 4751-87: Less than 0.297 millimeters (greater than No. 50 mesh).

Permittivity by ASTM D4491-92: Greater than 4060 liters per minute per square meter (Greater than 100 gallons per minute per square foot).

Puncture strength by ASTM D48833-88: Greater than 0.245 kilonewtons (greater than 55 pounds).

Mullen burst by ASTM D 3786-87: Greater than 1275 kilopascals (more than 185 pounds per square inch).

Trapezoid tear strength by ASTM D4533-91: Greater than 0.18 kilonewtons (more than 40 pounds).

Grab tensile at 50 percent elongation by ASTM D4632-91: Greater than 0.40 kilonewtons (Greater than 90 pounds).

Ultraviolet degradation: Greater than 70 at 150 hours.

964.04 Geocells

Delete section and replace with the following:

Use geocells meeting the following physical properties:

Typical Product Unit Weight: 1.55 kilograms per square meter (2.9 pounds per square yard).

Similar Physical Properties for Listed Products:

Composition: Polyethylene or high-density polyethylene

Geocell weight expanded: Greater than 1.4 kilograms per square meter (greater than 45 ounces per square yard).

Minimum cell seam peel strength by U.S. Army Corps of Engineers Technical Report G-86-19 Appendix A: 800 newtons (180 pounds).

Expanded dimensional properties:

Individual Cell Depth x Length

Whole Sheet Length x Width

100 x 200 mm 6.10 x 2.44 m

(4 x 8 in) (20 x 8 ft)

ATTACHMENT A

Trail Construction List

Aggregate Surfacing Existing

Trail

ATTACT

MENT B

New

Grind staff Hollow area

FT 164

0+00 Segment A - Begin at junction FT 164A

Full bench cut, 36” tread with 6’ clearing along section heading north towards Grindstaff Hollow

Begin 4” deep 36” wide crushed aggregate

Open timber with 15% side slope, small scattered rocks

0+48 Washed out area, harden with rock on site

2+09 Crosses existing trail, obliterate 100’ both ways

3+20 Follows exisitng trail below, obliterate as you go

5+60 Begin rocky section, small rocks

6+70 Wet area, harden with rock on site

7+84 End crushed aggregate Junction of trail, one sections goes SE to FT 153 Continue on section going NE to bluff (left)

Trail Number Trail Name Beg Termini End. Termini Approx.

Total Miles

164 Grind staff Hollow FT 164A FT 165 2.0

146 Snow Cone FR 117GC FR 117GC 3.5

153 Circle Rock FR 117GC FT 185 1.8

180 Thacker Ridge FT 153 FT 180C 0.8

180C 180C FT 180 FT 185 0.7

032 Millstone Lake FT 001 FR 423C 3.9

165 County Line FR 114 FT 165 0.4

164A 164A FR 114 FT 164 0.6

Trail Number Trail Name Beg Termini End. Termini Approx.

Total Miles

497 Jackson Hole FR 1577 FT 497 3.0

496A 496A FT 497 FT 496 0.6

496 Freize FR 1577 FT 496A 1.0

493 Double Branch Hole

FR 1577 FT 493 0.7

473 North Bear Branch FT 001 FT 001 1.2

472 Bear Branch FT 001 CR 21PC 0.9

472C 472C FT 472 SR 145 0.2

487 Zimmer Cemetery CR 23PC FT 487 2.0

487C Franks Pond CR 23PC FT 487H 1.0

487H 487H FT 487 FT 487K 0.9

Obliterate existing trail 200’ both ways Begin 30-40% side slope

10+10 45% side slope with loose small rocks

10+88 Major creek crossing, harden with existing rock

11+42 Goes in between 2 boulders 20% side slope

14+44 Exposed rock, jack hammer 25’

15+53 Exising trail, obliterate trail 100’ east Follows existing trail, obliterate as you go, 200’

18+42 Reconstruct existing trail to standard, loose small rock

21+90 Leave exising trail, obliterate 100’ Continue small rocks with drainages 30-40% side slope

23+17 Climbing turn

24+00 Drainage, harden with existing rock 25-30% side slope

26+26 Exposed rock, jack hammer 15’

29+65 Climbing turn Continue rocky side slope 35-40% with large scattered boulders, still open timber

34+50 >45% side slope

37+00 < 35% slope end rocky are

39+30 Drainage, begin small loose rock

40+52 Drainage crossing, retaining wall 20’ Begin large scattered boulders 30% side slope

41+74 Major creek crossing, retaining wall, 20’ Steep outlet

42+42 Begin <20% side slope, bluff on right and creek on left, small brush

49+22 Begin scattered large boulders and smaller rocks

51+50 End rock Begin 30-40% side slope

55+30 Trail runs in and out of large boulder rock 40%

58+00 End boulders Begin 25-30% side slope

61+31 Climbing turn

65+52 >40% side slope down to creek

67+20 Major creek Begin <20% side slope

70+40 Hanging tree, drop Begin 40% side slope

73+35 Trail goes around large rock, continue above existing trail, obliterate as you go 500’ Very rocky 35% side slope

76+30 Moves away from existing trail <30% side slope

77+20 Drainage crossing, harden with existing rock

>30% side slope

78+90 Down tree, > 45% side slope with rock

80+00 End new construction at jct existing FT 164

0+00 Segment B - Begin on west side of FR 117GC, go west to junction

Full bench cut, 36” tread with 6’ clearing, wwardwoods with small brush

1+83 Existing trail, obliterate 100’

2+02 Climbing turn Existing trail, obliterate 200’

2+90 Climbing turn Existing trail, obliterate 100’

5+14 Existing trail, obliterate 100 Follows existing trail along bluff, obliterate as you go

7+04 Exposed rock, jack hammer 30’

7+50 Climbing turn Exposed rock, jack hammer 25’

8+45 Trail follows bluff, solid rock jack hammer up to 70’

10+27 Leaves existing trail, obliterate 100’ to north 40% side slope

12+00 Climbing turn 40-45% side slope

15+34 Creek crossing, retaining wall 20’ with rocks on site > 45% slope in to and out of creek

17+71 Stream crossing, harden with rock on site Begin very rocky small loose rock, <40% side slope

18+61 Existing trail to south, obliterate 100’ New trail crosses existing, obliterate as you go, 400’

22+13 Junction with FT 164, new

102+13

Total for Segment A and B

FT 146

0+00 Segment A – Begin at FR 117GC above bluff, go west

Full bench cut, 36” tread with 6’ clearing In cedar trees with brush <10% side slope

3+14 Trail follows bluff line along existing trail, possible jack hammer 30’

8+40 Leaves existing trail to high line area

9+45 Junction of hiker only trail and high line area

Clear highline 50’x 50’ of brush and compact

Construct 100 LF of hiker trail down to bluff

Continue FT 146 to north thru pine stand

14+00 Climbing turn, 10-12% side slope

17+72 Climbing turn, back on bluff, solid rock follow existing trail

19+00 Off trail, hardwood timber

21+52 Drainage, harden with rocks on site

24+35 Drainage, harden with rocks on site

25+70 Drainage, harden with rocks on site 25% side slope

29+52 Drainage, harden with rocks on site

31+76 Exposed rock, jack hammer 20’

35+22 Drainage, harden with rocks on site

38+50 Existing trail, obliterate 200’

39+00 Drainage, harden with rocks on site

42+03 Drainage, harden with rocks on site

43+60 Drainage, harden with rocks on site

46+56 Drainage, harden with rocks on site

50+50 Drainage, harden with rocks on site

51+35 Drainage, harden with rocks on site

52+78 Drainage, harden with rocks on site 25-30% side slope

54+55 Drainage, harden with rocks on site

57+27 40-45 % side slope

59+03 Major drainage, harden with rocks on site, 20’ retaining wall

59+13 Drainage, harden with rocks on site <20% side slope

62+77 Existing trail, obliterate 200’ Begin down tops and ice damage

66+77 Drainage, harden with rocks on site

67+70 Drainage, harden with rocks on site

68+40 6-8 pines down

68+60 Drainage, harden with rocks on site

69+90 Drainage, harden with rocks on site

71+40 End down trees and tops, <15% side slope

73+68 Climbing turn, in pines cont. south

74+90 Existing trail, obliterate 200’

77+25 Begin in and out of drainages in pine

78+00 Very brushy and flat

84+00 Junction of trail from north near old cemetery

0+00

Segment B – Begin at FR 117GC above bluff, go east

Full bench cut, 36” tread with 6’ clearing In small timber with brush 10-12% side slope

13+05 Drainage, harden with rocks on site

20+09 Drainage, harden with rocks on site

26+33 Begin in pine stand, 12-15% side slope

29+18 Hardwood timber >20% side slope

35+70 Pines, < 20% side slope

38+90 Climbing turn in pine stand

39+55 Crosses old road to private property

41+67 Crosses existing trail, obliterate 200’ <15% side slope

44+80 Open timber 20-25% side slope

49+26 Drainage, harden with rocks on site

50+85 Drainage, harden with rocks on site

52+17 Drainage, harden with rocks on site

53+50 Drainage, harden with rocks on site

53+70 Major Drainage, harden with rocks on site Side hill out of drainage 25-30% side slope with scattered tops down

55+61 Drainage, harden with rocks on site

58+20 Drainage, harden with rocks on site

59+40 Drainage, harden with rocks on site <15% side slope

61+84 Large tree top down

63+43 Drainage, harden with rocks on site

64+50 Drainage, harden with rocks on site

69+87 Begin in pines, 15% side slope

75+00 Drainage, harden with rocks on site

75+96 Drainage, harden with rocks on site Leave pine stand, hardwoods and brush

77+45 Drainage, harden with rocks on site

80+93 Crosses existing trail, obliterate 200’

86+00 In pines on ridge top

88+33 Crosses old road bed, continue in pines

90+00 Existing trail by sign, obliterate 100’ west

94+23 Very brushy, old house area

96+10 Crosses old road

100+73 End segment B on south end of brushy area

Total LF segment A and B

FT 153

Begin on east side of FR 117GC heading east

Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric in pine stand <10side slope

1+23 Climbing turn

2+40 Wet area, excavate and harden 3”rock with geo. fabric and crushed aggregate over, 20’

4+12 End 8” excavation with geotextile fabric, continue 4” crushed aggregate 10-15% side slope

4+80 Crosses existing trail, obliterate 100 west Follows existing trail

5+80 Climbing turn

6+30 Crosses existing trail, obliterate 200’

8+30 Drainage, excavate and harden 3”rock with geo. fabric and crushed aggregate over, 30’

10+07 Climbing turn

10+72 Drainage, excavate and harden 3”rock with geo. fabric and crushed aggregate over, 20’ Smaller brush, 10% side slope

12+34 Drainage, excavate and harden 3”rock with geo. fabric and crushed aggregate over, 30’ End 4” crushed aggregate

13+86 Drainage, harden with rocks on site Open timber, >15% side slope

16+68 Begin along bluff with large rocks scattered

18+68 Exposed rock, jack hammer 10’

21+00 Major ice damage, 6 large trees and tops down with several hanging in tops

23+10 Goes away from bluff

24+16 Down tops

27+40 Crosses existing trail, obliterate 200’

27+94 Drainage, harden with rocks on site Close to bluff with scattered exposed rock

29+34 Trail goes through 2 large rocks, jack hammer 30’, hand construction portion Equipment can go around

30+00 Crosses existing trail, obliterate 200’

35+72 Begin 40% side slope through drainage around large rocks

36+20 Drainage, harden with rocks on site

36+40 Follows existing trail, obliterate as you go 150’

37+07 Climbing turn around large rock

37+40 Drainage, harden with rocks on site 40-45% side slope

38+00 Existing trail, obliterate 200’

38+80 Climbing turn

39+40 Drainage, harden with rocks on site 10-15% side slope

40+38 Existing trail, obliterate 200’

42+02 Turn, flat

45+40 >40% side slope down though drainage side hill

48+60 Flattens out Drainage, harden with rocks on site Begin ice storm damage, down tops

49+00 Very rocky, below bluff, small loose rock with scattered large rocks 30-40% side slope

50+00 Large down tree

52+50 End down tops and trees Drainage, harden with rocks on site

53+70 Drainage, harden with rocks on site

54+70 Drainage, harden with rocks on site

56+90 Major creek, harden exit 10’ with rocks on site

58+15 Climbing turn Follows bluff, 40% side slope with loose rock

59+80 Switchback, type I Continue below bluff

60+72 Follows existing trail, obliterate 100’ north

62+40 Leave existing trail, obliterate 100’ south

63+60 Crosses existing trail, obliterate 200’

64+00 Climbing turn

67+70 Crosses existing trail, obliterate 200’ Weaves in and out of existing trail

70+75 Leaves existing trail, obliterate 100’

71+40 Drainage, harden

Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric in pine stand

77+00 Junction FR 1796 and FT 180 Continue 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric east side of road

79+50 End 8”excavation and aggregate surfacing in hardwood 15% side slope

81+85 Existing trail, obliterate 100’ west Begin very rocky section with exposed rock by below bluff, Jack hammer 20’

83+54 Exposed rock, jack hammer 20’

84+71 Climbing turn

85+90 Existing trail, obliterate 200’ Side slope 30-40%

86+77 Switchback, type I

88+00 10-15% side slope

90+97 Existing trail, obliterate 200’

93+00 Existing trail, obliterate 100’

94+04 Exposed rock on top of bluff, jack hammer 10’

96+30 End construction FT 153 at 3 red flags and junction FT 185

FT 180

0+00 Begin at junction FT 153 at south on FR 1796

Begin trail restoration and 4” aggregate surfacing on old road bed

4+00 End 4” aggregate surfacing

Begin geoweb with geotextile on excavated ground, between rock bluff

4’ wide with 6” crushed aggregate in geoweb

5+30 End geoweb at top of bluff at Tie up area

Begin at horse tie up on east side on top of bluff with cedar trees and brush

Full bench cut, 36” tread with 6’ clearing

10-15% side slope

6+44 Large top down

8+52 Climbing turn in pines

9+00 Drainage, harden with rocks on site

9+66 Climbing turn close to bluff

12+25 Drainage, harden with rocks on site

12+50 Drainage, harden with rocks on site 15-20% side slope

14+68 Drainage, harden with rocks on site

18+00 30-40% side slope

22+95 Drainage, harden with rocks on site

24+40 Existing trail, obliterate 200’ 15% side slope

27+23 Drainage, harden with rocks on site 10% side slope

28+50 Drainage, harden with rocks on site 12-15% side slope

29+45 Existing trail, obliterate 200’

30+64 Drainage, harden with rocks on site

34+11 Drainage, harden with rocks on site

34+75 Drainage, harden with rocks on site

37+71 Switchback, type I

38+20 End at junction FT 180 and 180C (new construction) 3 red flags

FT 180C

0+00 Begin at junction FT 180 heading north along hill side

Begin Full bench cut, 36” tread with 6’ clearing 35-40% side slope in open timber

0+85 Drainage, harden with rocks on site

2+50 Drainage, harden with rocks on site

8+00 40-45% side slope

10+25 Existing trail, obliterate 200’ Begin down tops from ice damage

16+60 Drainage, harden with rocks on site

17+00 Drainage, harden with rocks on site

29+30 Existing trail, obliterate 200’

25-30% side slope

30+30 Climbing turn

31+20 Existing trail, obliterate 100’ down to creek

32+30 Hanging tops, take down

34+50 In creek bottom

34+90 Creek crossing, harden with rocks on site

35+20 Creek, ok

36+00 Existing trail, obliterate 200’ Goes on side slope up to trail junction 30-35% side slope

37+40 End at junction FT 180 at 3 red flags

FT 165

0+00 Begin at FR 114 Begin Trail Restoration of Aggregate surfacing and grade dips Begin 4” deep 36” wide aggregate surfacing

8+00 Retaining Wall 20’ on downhill side of trail

10+00 Creek, excavate and harden 3”rock with geo. fabric and crushed aggregate over, 20’

10+50 Creek, excavate and harden 3”rock with geo. fabric and crushed aggregate over, 20’

10+71 Drainage, excavate and harden 3”rock with geo. fabric and crushed aggregate over, 10’ Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric

12+10 Drainage, excavate and harden 3”rock with geo. fabric and crushed aggregate over, 15’

16+50 End 8” excavation and crushed aggregate at creek

FT 164A

0+00 Begin at FR 114 Begin Trail Restoration of Aggregate surfacing and grade dips Begin 2” deep 36” wide aggregate surfacing

29+54 End trail restoration of aggregate surfacing and aggregate surfacing at Jct FT 165

Millstone Lake Area

FT 032

0+00 Begin at north end of trail at junction of River to River trail and FT 031

Full bench cut, 36” tread with 6’ clearing, <10% side slope in pines and cedar trees

Begin aggregate surfacing 4” deep 36” wide

1+53 Major drainage, harden 3” rock with geo. fabric, 20’, and crushed aggregate over

3+13 Existing trail, obliterate 100’

3+84 Major drainage, harden 3” rock with geo. fabric, 30’, and crushed aggregate over >10% side slope

5+60 Begin open hardwood timber just west of existing trail, obliterate 200’

10+42 Major drainage, harden 3” rock with geo. fabric, 10’, and crushed aggregate over

10+50 Major drainage, harden 3” rock with geo. fabric, 15’, and crushed aggregate over

14+69 Major drainage, harden 3” rock with geo. fabric, 20’, and crushed aggregate over

15+09 Existing trail, obliterate 400’

20+46 Drainage, harden with existing rock 15-20% side slope

21+39 Existing trail, obliterate 200’

22+13 Drainage, harden with existing rock

24+05 Climbing turn

28+18 Existing trail, obliterate 200’ Begin large scattered boulders 20% side slope

29+61 Drainage, harden with rock on site

31+07 End boulders

32+81 Climbing turn

33+38 Begin 8” excavation of trail tread with 8” crushed aggregate on geotextile fabric Flat in pines, several down trees

38+61 End 8” excavation on north side of FR 423C Crosses FR 423C

Begin on south side of FR 423C

Begin 8” excavation of trail tread with 8” crushed aggregate on geotextile fabric

7+42 End 8” excavation with fabric Continue 4’ aggregate surfacing, 10-15% side slope

8+13 Existing trail, obliterate 200’

9+74 Drainage, harden with rock on site

12+00 Climbing turn

13+35 Drainage, harden with rock on site

14+77 Existing trail, obliterate 200’

15+93 Creek, begin <10% side slope

20+02 Climbing turn

23+46 Existing trail, obliterate 200’

23+78 Major drainage, harden 3” rock with geo. fabric, 20’, and crushed aggregate over Begin small rocky section

26+00 Begin 8” excavation of trail tread with 8” crushed aggregate on geotextile fabric

29+27 Existing trail, obliterate 100’ north

30+37 End 8” excavation, continue 4” aggregate surfacing

30+93 Existing trail, obliterate 100’ south

31+37 Begin 8” excavation of trail tread with 8” crushed aggregate on geotextile fabric

38+21 End 8” excavation and all aggregate surfacing >20% side slope

41+23 Creek

41+90 Leave existing trail, obliterate 100’ <20% side slope

44+21 Follows existing trail, obliterate 700’

50+64 Moves away from existing trail >25% side slope, very rocky area with bed rock and small loose rock

53+71 Existing trail, obliterate 200’ <10% side slope

58+72 Climbing turn

58+80 Existing trail, obliterate 200’

59+45 Drainage, harden with rock on site Continue 10% side slope with exposed rock

66+84 Climbing turn

68+95 Exposed bluff, jack hammer 20’ >25% side slope

69+50 Rock, jack hammer 20’ Follows below bluff

70+34 Jack hammer 25’

73+10 End along bluff

71+86 Climbing turn on rock Begin <15% side slope

73+70 Creek, begin flat area

76+64 Creek, begin >10% side slope

78+50 Existing trail, obliterate 200’

83+30 Drainage, harden with rocks on site

84+16 Drainage, harden with rocks on site Begins side hills with small drainages in and out

87+90 Climbing turn

89+15 Creek, begin flat area

90+28 15% side slope

94+61 Very rocky section with larger boulders

95+27 Drainage, harden with rocks on site

20-25% side slope

95+95 Exposed rock, jack hammer 10’

98+90 Climbing turn

99+20 Climbing turn

100+72 Existing trail, obliterate 200’

102+77 < 10% side slope

103+50 Existing trail, obliterate 200’

105+44 Drainage, harden with rock on site

107+84 Begin rocky section> 20% side slope

109+21 Drainage, harden with rock on site

111+68 Drainage, harden with rock on site

112+70 < 15% side slope, end rocky section

115+70 Junction new FT 032F from north, continue west below bluff with large scattered boulders

117+21 Exposed rock, jack hammer 25’

121+00 Exposed rock, jack hammer 10’ 25-30% side slope

124+16 Existing trail, obliterate 200’’ < 25% side slope

125+50 Small stream, harden with rocks on site

128+60 Drainage, harden wit rock on site

130+40 Stream

131+34 Stream Very rocky, jack hammer 10’

133+60 Major stream crossing, harden with rocks on site

134+41 Begin 45% side slope

135+13 Major creek crossing, retaining wall 20’ < 15% side slope

135+82 Large exposed rocks and boulders, jack hammer 30’

136+70 Creek

144+17 Very rocky below bluff >40% side slope

146+50 Existing trail, obliterate 100’ south Follow existing trail up through bluff

149+00 Existing trail, obliterate 100’

150+50 Begin aggregate surfacing 4” deep 36” wide

160+40 End 4” aggregate Begin 8” excavation of trail tread with 8” crushed aggregate on geotextile fabric

165+50 End 8” excavation and trail construction at FR 423C junction of River to River trail Aggregate dump site 580’ east on FR 423C

204+11 Total LF

ATTACHMENT C

Aggregate Surfacing

Wilson Tract Area

FT 497 Jackson Hole

STATION GENERAL NOTES

0+00 Existing trail. Begin at north end northeast of Jackson Hole at FR 1577 Aggregate dump site Begin aggregate surfacing. 2” thick and 36” wide

5+80

Drainage crossing, harden with 3” rock with geo. fabric and crushed aggregate over, 15’

6+30 aggregate over, 10’

10+56 aggregate over, 8’

17+84 aggregate over, 10’

Begin aggregate surfacing 4” thick and 36” wide

21+12 Major Creek crossing, harden exit, clean out let to drain

31+68 Drainage, harden 3” rock with geo. fabric, 8’ and crushed aggregate over

33+20 Major creek crossing, armor outlet with 3” rock with geo. fabric and crushed aggregate over, 10’

36+96 Drainage, harden 3” rock with geo. fabric and crushed aggregate over, 30’

37+40 Drainage, harden 3” rock with geo. fabric and crushed aggregate over, 10’

38+60 Drainage, harden 3” rock with geo. fabric and crushed aggregate over, 30’

39+20 Drainage, harden 3” rock with geo. fabric and crushed aggregate over, 40’

42+24 Drainage, harden 3” rock with geo. fabric and crushed aggregate over, 40’

47+52 Drainage, harden 3” rock with geo. fabric and crushed aggregate over, 10’

49+00 Drainage, harden 3” rock with geo. fabric and crushed aggregate over, 10’

52+00 Drainage, harden 3” rock with geo. fabric and crushed aggregate over, 15’

63+36 Drainage, harden 3” rock with geo. fabric and crushed aggregate over, 20’

73+92 End at jct. FT 496 End 4” aggregate surfacing

Go south 500’ to jct FT 497, begin 2”deep 36” wide crushed aggregate surfacing

80+00 20’ geocell 6’ wide with geotextile on excavated ground, fill geocell with CA 10 crushed aggregate 2” above cell

Continue 2” deep 36” wide crushed aggregate surfacing

82+90 Wet area, excavate and harden 3”rock with geo. fabric and crushed aggregate over, 60’

83+50 Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric

85+90 Wet area, excavate and harden 3”rock with geo. fabric and crushed aggregate over, 40’

87+40 Wet area, excavate and harden 3”rock with geo. fabric and crushed aggregate over, 25’

87+92 Wet area, excavate and harden 3”rock with geo. fabric and crushed aggregate over, 10’

90+29 End 8” excavation with geo. fabric

Continue 4” aggregate surfacing

107+90 Wet area, excavate and harden 3”rock with geo. fabric and crushed aggregate over, 60’ Cedar Grove area

111+90 Wet area, excavate and harden 3”rock with geo. fabric and crushed aggregate over, 10’

112+90 Entering cedar grove area, very wet

Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric

116+61 End 8” excavation with geo. fabric

Continue 4” aggregate surfacine

126+72 Jct. FT 496A, continue on FT 497 northwest

129+90 End aggregate surfacing

FT 469A

0+00 Begin 4” aggregate surfacing heading south

13+30 End 4” aggregate surfacing at jct. FT 496

FT 496

0+00 Existing Trail. Begin at end of FR 1577 Begin aggregate surfacing. 2” thick and 36” wide

26+68 Jct. FT 497

31+64 End 2” aggregate surfacing at jct. FT 497 to west Continue 4” thick and 36” wide aggregate surfacing Flat < than 10% side slope, 58+89 Begin Aggregate surfacing 6” deep

Begin down bluff, 20-30% side slope

62+84 12-15% side slope

64+09 25% side slope, around bottom of the bluff

65+49 Flattens to <10 % side slope

74+64 End of aggregate surfacing on FT 496

FT 493

0+00 Begin aggregate surfacing 6” deep 36” wide at junction of old road bed by trail sign

18+00 Begin 25-30% side slope

20+20 Average 22% side slope for 400’

24+22 Begin 27 % side slope for 50’ then average 10% side slope to end of project

28+25 End of aggregate surfacing at junction in bottoms

Lusk Creek Trailhead Area

FT 473

0+00 Begin at trail head across from Circle B Equestrian Horse Camp Begin aggregate surfacing 4” deep 36” wide, follow FT 001B

6+21 Junction FT 473, continue 4” aggregate surfacing

18+59 Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric Remove berm on down hill side

21+60 End 8” excavation, continue 4” aggregate

24+35 End 4” aggregate surfacing

Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric Remove berm on down hill side

27+57 End 8” excavation, continue 4” aggregate

28+85 End 4” aggregate surfacing

Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric Remove berm on down hill side

29+24 End 8” excavation, continue 4” aggregate

30+93 End 4” aggregate surfacing

Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric Remove berm on down hill side

32+47 End 8” excavation just past creek, continue 4” aggregate

35+45 End 4” aggregate surfacing

Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on

Remove berm on down hill side

35+95 End 8” excavation, continue 4” aggregate

43+19 End 4” aggregate surfacing

Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric Remove berm on down hill side

43+98 End 8” excavation, continue 4” aggregate

53+76 End 4” aggregate surfacing

Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric Remove berm on down hill side

57+33 End 8” excavation, continue 4” aggregate

57+98 End 4” aggregate surfacing

Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric

59+44 End 8” excavation and aggregate surfacing at junction FT 001

FT 472

0+00 Begin at intersection of FT 001 at trail sign

Begin 4” deep 36” wide aggregate surfacing

9+00 End 4” aggregate surfacing

Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric

9+25 End 8” excavation, continue 4” aggregate

10+64 End 4” aggregate surfacing

Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric Remove berm on down hill side

11+86 End 8” excavation, continue 4” aggregate

15+90 End 4” aggregate surfacing

Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric Remove berm on down hill side

17+45 End 8” excavation, continue 4” aggregate

22+39 Junction FT 472B on west side, continue on 472 southwest, continue 4” aggregate surfacing

39+19 End 4” aggregate surfacing

Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on

Remove berm on down hill side

Junction FT 472C to west, continue on FT 472 southwest towards county road

40+19 End 8” excavation, continue 4” aggregate

44+56 End 4” aggregate surfacing at orange carsonite “trail closed” sign to turnpike

FT 472C

0+00 Begin at junction FT 472 toward hwy 145

Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric Remove berm on down hill side

8+23 End 8” excavation, continue 4” aggregate

8+87 End 4” aggregate surfacing

Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric Remove berm on down hill side

9+76 End 8” excavation, continue 4” aggregate

10+14 End 4” aggregate surfacing

Begin 8”deep 36” wide excavation of trail tread with 8” crushed aggregate on geotextile fabric

10+30 End 8” excavation at turnpike

FT 001

0+00 Start at County Road 100PC heading east to Lusk Creek Wilderness Boundary

Begin 2” deep 36” wide aggregate surfacing

12+35 Begin 6” deep 36” wide aggregate surfacing

26+24 End 6” aggregate surfacing

Bay…