Attach 01 Specifications.doc

HENRY LAKE TRAIL NFST 429

USDA FOREST SERVICE

GRAND MESA, UNCOMPAHGRE AND GUNNISON NATIONAL FOREST

GUNNISON RANGER DISTRICT

Total Project Length 2.12 Miles Prepared By: Date:

Project Engineer

Recommended By: Date:

Recreation Staff Officer These drawings comply with the applicable technical requirements and engineering standards as delegated to this position Recommended By: Date:

Forest Engineer

These drawings comply with the Forest Plan and project specific NEPA documentation

Recommended: Date:

District Ranger Approved By: Date:

Forest Supervisor Index to Sheets

(Other than Forest Service Standard Book EM-7720-100)

J. Section 912 – Excavation and Embankment

K. Section 915 – Existing Trail Restoration 20-21

22-23

L. Seciton 922 - Waterbars

M. Section 935 – Rock Retaining Walls

See Sheet 03 of 49 Attached

See Sheet 04 of 49 Attached

Henry Lake Trail NFST 429

Gunnison Ranger District

Grand Mesa, Uncompahgre and Gunnison N.F.

Summary of Quantities

List of

Standard Drawings and Specifications

For Trail Construction

Standard

Standard

Special Project

Trail

Form Drawings

Specifications

Specifications

Number Number Date Number Date

Number Date

902-1

3/97

9/96

911-1

3/97

9/96

912-1

3/97

9/96

912-2

3/97

9/96

915-1

3/97

9/96

915-2

3/97

9/96

922-1

3/97

9/96

935-1

3/97

9/96

952-1

3/97

9/96

954-1

3/97

9/96

9/96

9/96

9/96

9/96

9/96

9/96

9/96

9/96

9/96

Section 901 - Abbreviations, Acronyms, and Terms

901.01 Terms, Organizations, and Standards

(a) Specification Terms. These specifications are generally written in the imperative mood. In sentences using the imperative mood, the subject “the Contractor,” is implied.

Also implied in this language is “shall,” “shall be,” or similar words or phrases. In material specifications, the subject may also be the supplier, fabricator, or manufacturer supplying material, products, or equipment for use on the project.

Wherever “directed,” “required,” “prescribed,” or similar words are used, the “direction,”

“requirement,” or “order” of the CO is intended. Similarly, wherever “approved,”

“acceptable,” suitable,” “satisfactory,” or similar words are used, they mean “approved by,” “acceptable to,” or “satisfactory to” the CO.

The word “will” generally pertains to decisions or actions of the CO.

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, test, testing method, or specification shall mean the latest published edition or amendment that is in effect at the solicitation issue date for the public works contracts.

(b) Abbreviations and Acronyms

AASHTO American Association of State Highway and Transportation Officials

ABS Acrylonitrile-Butadiene-Styrene

AQ Actual Quantities

APA American Plywood Association

ASTM American Society for Testing and Material

AWP American Wood Preservers Association in inch

CO Contracting Officer

DQ Design Quantities

EA Each lbs pounds

HDPE High-Density Polyethylene hr hour ft foot, or foot oz ounces ft2 square foot, or S.F.

in2 square inches, or S.I.

LS Lump Sum

LSQ Lump Sum Quantities yd3 cubic yard, or C.Y.

yd2 square yard, or S.Y.

lbf poundforce gal gallon

L.F. linear feet

S.F. square feet

S.Y. square yard

NBS National Bureau of Standards

NCMA National Concrete Masonry Association

PE polyethylene

PS Product Standard issued by the U.S. Department of Commerce

PVC polyvinyl chloride

SQ Staked Quantities

WCLIB West Coast Lumber Inspection Bureau

WWPA Western Wood Products Association

(c) English slope notation (horizontal: vertical). Express the slope as the ratio of a number of units horizontal to one unit vertical.

Section 902 – Definitions

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

Base Course. The layer or layers of specified material of designed thickness placed on a trailbed to support surfacing.

Batter. A backward and upward slope of the face of a wall.

Berm. The ridge of material formed on the outer edge of the trail that projects higher than the tread.

Borrow. Suitable materials taken from approved sources designated on the drawings or on the ground, to be used for embankments and backfilling.

Bridge. A structure, including supports, erected over a depression or stream, and having a deck for carry traffic.

Cap Rock. Rock placed in the top or uppermost layer in a constructed rock structure, such as a talus or rubble rock section or rock retaining wall.

Catch Point. The outer limits of a trailway where the excavation and/or embankment intersect with the ground line.

Clearing Limit. The area over and beside the trail that is cleared of trees, limbs, and other obstructions.

Climbing Turn. A reverse in direction of trail grade without a level landing used to change elevation on a steep slope.

Compacted. Consolidation that is obtained by tamping or rolling suitable material until no noticeable displacement of material is observed.

Contracting Officer (CO). An official of the Government with the authority to enter into, administer, and/or terminate contracts and make related determinations and findings.

The term includes certain authorized representatives of the CO acting within the limits of their authority as delegated by the CO.

Culvert. A drainage structure composed of rock, metal, or wood that is placed approximately perpendicular to and under the trailway.

Cushion Material. Native or imported material, generally placed over rocky section of unsurfaced trail to provide a usable and maintained traveled way.

Danger Tree. An unstable tree 5 inches or greater in diameter at breast height that is likely to fall across the trail.

Designated on the Ground. The location of materials, work areas, and construction items, including lines and grades, marked on the ground with stakes, flagging, tags, or paint.

Drawings. Documents showing details for construction of a facility, including but not limited to straight-line diagrams, trail logs, standard drawings, construction logs, plan and profile sheets, cross-sections, diagrams, layouts, schematics, descriptive literature, and similar materials.

Duff. Organic material overlying rock or mineral soil.

Embankment. A structure of suitable material placed on the prepared ground surface and constructed to the trailbed elevation.

Excess Excavation. Material in the trailway in excess of that needed for construction of designed trailways.

Ford. A water-level stream crossing constructed to provide a level surface for safe traffic passage.

Full Bench. Trailbed constructed entirely on undisturbed material.

Grade. The vertical distance of ascent or descent of the trail expressed as a percentage of the horizontal distance.

Header Rock. Rock laid with the narrow end towards the face of the wall.

Inslope. Where the trail tread is sloped downward toward the backslope.

Mineral Soil. Mineral Soil. Soil or aggregate that is free from organic substances and which will pass a 2 inch sieve, but will be retained on a number 60 sieve.

Outslope. Where the trail tread is sloped downward toward the embankment or daylight side of the trailway.

Sideslope. The natural slope of the ground, usually expressed as a percentage.

Slough. That material from the backslope or the area of the backslope that has raveled onto the trailbed.

Slump. Where the trailbed material has moved downward, causing a dip in the trail grade.

Special Project Specification. Specifications that detail the conditions and requirements peculiar to an individual project, including additions and revisions to the standard specifications.

Surfacing. Material placed on top of the trailbed or base course that provides the desired tread.

Suitable Material. Rock that can be accommodated in the trail structure, and soil free of duff with a recognizable granular texture.

Switchback. A reverse in direction of trail grade with a level landing used to change elevation on a steep slope, usually involving special treatment of the approaches, barriers, and drainages.

Trailbed. The finished surface on which base course or surfacing may be constructed.

For trails without surfacing the trailbed is the tread.

Trailway. The portion of the trail within the limits of the excavation and embankment.

Tread. The surface portion of the trail upon which traffic moves.

Turnout. A short section of extra trail width to provide for passage of trail users.

Waterbar. A structure used for turning water off the trail, usually made of logs or stones.

Water Courses. Any natural or constructed channel where water naturally flows or will collect and flow during spring runoff, rainstorms, etc.

Section 903 - Intent of Contract

903.01 Intent. The intent is to provide for the completion of the project described in the contract. Furnish all labor, materials, equipment, tools, transportation, and supplies and perform all work required to complete the project in accordance with drawings, specifications, and provisions of the contract.

Section 904 - Maintenance for Traffic

904.01 General. Keep existing trails that are undergoing improvements open and maintained in such a condition as to safely accommodate traffic. Provide and maintain temporary detours, approaches, or crossings and intersections with trails, roads, businesses, parking lots, and campgrounds in a safe and passable condition. Perform no work that interferes or conflicts with traffic until a plan for handling traffic has been submitted and approved. Specific requirements for detours or closures are SHOWN ON

THE DRAWINGS or in the SPECIAL PROJECT SPECIFICATIONS.

Before any suspension of work, take precautions necessary to prevent damage to the project, such as temporary detours, approaches, crossings, or intersections, and make provisions for normal drainage and to minimize erosion. Leave all trailways in a condition suitable for traffic unless otherwise specified. The Government may permit use of portions of the project during periods when operations are shut down. All maintenance attributable to permitted use during periods of work suspension will be provided by the

Government.

The contractor is responsible for any maintenance that is not attributable to use or that is necessary during suspensions resulting from fault or negligence of the contractor.

Section 905 - Control of Materials

905.01 Handling Materials. Transport and handle all materials to preserve their quality and fitness for the work. Stockpile, load, and transport aggregates in a manner that will preserve specified gradation and avoid contamination.

Store materials to assure the preservation of their quality and fitness for the work. Locate stored materials to facilitate their prompt inspection. Sites on Government-administered land that are not already designated may be used for storage purposes and for placing of equipment only when approved in advance by the CO. Restore all storage sites in accordance with requirements SHOWN ON THE DRAWINGS or as otherwise specified.

Arrangements for storage on other than designated sites are the responsibility of the contractor.

905.02 Material Sources

(a) Designated Sources. Sources for materials such as, but not limited to, soil, rock, or logs that are not available from trailway excavation or clearing operations will be designated. Location of Borrow sources for construction shall be within the project area, within ¼ mile of the work or as designated in the description of work. All Borrow source locations shall be approved in advance by the CO. Use all needed suitable material from the source. The designation of a source includes the right to use areas SHOWN ON THE DRAWINGS for the purposes designated (such as plant sites, stockpiles, haul roads). Operations are restricted to the confines of the area(s) designated.

(b) Contractor-Furnished Sources. Furnish material that produces an end product equivalent in performance to that specified.

905.03 Restoration. Shape and grade borrow areas on Government administered land to make them stable and to minimize future erosion. Dispose of debris resulting from development of material sources by scattering, unless otherwise specified. Do not scatter debris within the clearing limits of trails or within roadsides. Cut off stumps to less than

12 inches above the ground as measured on the uphill side of the stump.

Section 906 - Measurement and Payment

906.01 General. Measurement and payment for contract work will be made only for and under those pay items included in the SCHEDULE OF ITEMS. All other work and materials will be considered incidental and included in the payment of the PAY ITEMS in the SCHEDULE OF ITEMS.

When more than one class, size, or thickness is specified in the SCHEDULE OF ITEMS for any PAY ITEM, suffixes will be added to the item number to differentiate between the items.

906.02 Determination of Quantities. The following measurements and calculations are to be used to determine contract quantities for payment:

Make measurements for seeding, geotextiles, and erosion control blankets along slope lines.

For retaining walls, measure by the square meter of front wall face.

Measure structures according to neat lines SHOWN ON THE DRAWINGS or as altered by the CO in writing to fit field conditions. Make measurements along the centerline and parallel to the specified grade or foundation or as SHOWN ON THE DRAWINGS.

Deduct lengths for stairways, turnpike, puncheon, retaining walls, wire baskets, switchbacks, bridges, and bridge approaches from the measurement of excavation in

Section 912 unless these items are specified as incidental to excavation in Section 912.

For standard manufactured items, such as fence, wire, plates, rolled shapes, and pipe conduits identified by gage, weight, section dimensions, and the like, such identification shall be considered the nominal weights or dimensions. Manufacturer’s tolerances will be accepted unless controlled by tolerances in the cited specifications.

906.03 Units of Measurement. Payment will be made by units defined and determined according to standard metric measure and by the following:

(a) Cubic Yard. A measurement computed by one of the following methods:

(1) Excavation, embankment, or borrow. The measurement computed by the averageend-area method from measurements made longitudinally along a centerline or other reference line.

(2) Material in place or stockpiled. The measurement computed with the dimensions of the in-place material using average-end-area method or prismodial formula.

(3) Material in the Delivery Vehicle. The measurement computed using measurements of material in the hauling vehicles at the point of delivery. Vehicles shall be loaded to at least their water-level capacity. Leveling of the loads may be required when vehicles arrive at the delivery point.

(b) Each (EA). One complete unit, which may consist of one or more parts.

(c) Lump Sum (LS). The quantities that denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job.

906.04 Methods of Measurement. One of the following methods of measurement for determining final payment is DESIGNATED ON THE SCHEDULE OF ITEMS for each

PAY ITEM:

(a) Designed Quantities. These quantities denote the final number of units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, and drawings. Changes in the number of units DESIGNATED IN THE SCHEDULE OF ITEMS may be authorized under the following conditions:

(1) As a result of changes in the work approved by the CO.

(2) As a result of the CO determining that errors exist in the original design that cause a PAY ITEM quantity to change by 15 percent or more.

(3) As a result of the contractor submitting to the CO a written request showing evidence of errors in the original design that cause a PAY ITEM quantity to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

(b) Staked Quantities (SQ). These quantities are determined from staked measurements prior to the construction.

(c) Actual Quantities (AQ). These quantities are determined from measurement of completed work.

(d) Vehicle Quantities. These quantities are measured or weighed in hauling vehicles.

(e) Lump Sum Quantities (LSQ). These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job.

906.05 Government-Furnished Materials. When materials are furnished by the Forest

Service, the note “Government-Furnished Materials” will be added to the description of the PAY ITEM.

Section 907 - Quality Assurance and Quantity Measurement

Description

907.01 Work. Work consists of providing certification that the quality and quantity of construction conform to the drawings, specifications, and requirements of the contract.

Construction

907.02 Certification and Measurements

(a) Offsite-Produced Materials. Furnish signed certificates executed by the manufacturer, supplier, or vendor, stipulating that all offsite-produced materials incorporated in the work meet applicable requirements SHOWN ON THE DRAWINGS or stated in the specifications. Furnish a certificate for each commodity or invoice.

(b) Quantity Measurements. Submit quantities to the CO for periodic progress payments, and the CO will compute payments. Quantities are subject to verification.

(c) Quality Control. All items of work shall be inspected by the Contractor for compliance with applicable Specifications and Drawings. Trail Construction and

Trail Reconstruction segments shall be measured for compliance and documented a minimum of twice per station.

Other individual Items of Work including but not limited to: 912(05) Shallow Stream Ford & Gully xing - Rock Str.; 913(05) Turnpike - Rock Retainer; 914(01) Switchback; or 915(10) Drainage Dips; shall be inspected no less than once per installation or once per 20' (3 m) of structure, whichever is greater.

Measurements shall include but are not limited to: clearing width and height, backslope, tread cross slope and width, trail gradient, radius of switchback, dimensions and placement of rocks, depth and slope of culverts, compaciton of fill, batter or retaining walls, etc.

907.03 Records. Maintain a set of contract drawings depicting as-built conditions resulting from approved changes. Maintain the drawings in a current condition and indicate changes from the original contract drawings in red. Give the drawings to the CO upon the completion of the contract work.

Measurement

907.04 Method. There will be no separate measurement for this item.

Payment

907.05 Basis. Payment will be considered incidental to other pay items in this contract.

Section 908 - Staking, Flagging, and Cleanup

Description

908.01 Work. This work consists of establishing any control points needed in addition to existing staking, and removing and disposing of all construction stakes, tags, flagging, and plastic ribbon from the project area.

Construction

908.02 General. The Government will set initial construction stakes or flagging, and control points, and furnish the contractor with all necessary information relating to lines, slopes, and grades. These stakes and flagging constitute the field control.

Furnish and maintain all additional stakes, flagging, templates, batter boards, and other materials and supplies necessary for marking and maintaining points and lines established. Do not perform work in the absence of control points. If any construction control points are destroyed, displaced, or erroneous, notify the CO. Uniformly contour alignment and construct grade from control point to control point.

Remove all construction stakes, tags, flagging, and plastic ribbon from the project area within 7 days after the final inspection of all other work on the project. Dispose of all stakes, tags, flagging, and plastic ribbon off Government- administered lands unless otherwise designated.

Measurement

908.03 Method. There will be no separate measurement for this item.

Payment

908.04 Basis. Trail staking, flagging and cleanup will be considered incidental to other pay items in this contract, and additional payment will not be made.

Section 911 - Clearing and Grubbing

Description

911.01 Work. Work consists of clearing, grubbing, trimming, removing, and treating trees, logs, limbs, branches, brush, plants, and other vegetation within the clearing limits.

Work includes the felling and treatment of designated trees outside the clearing limits.

Also included are the protection from injury or defacement of trees and other objects not designated for removal and the treatment of damaged trees.

Construction

911.02 Clearing Limits. Clear to the dimensions SHOWN ON THE DRAWINGS or 12 inches beyond the fill and backslope catch points, whichever is greater.

911.03 Material to Be Cleared. Remove and dispose of trees, logs, limbs, branches, brush, herbaceous plants, and other vegetation within the clearing limits, except for the following:

(a) Live, sound, and firmly rooted trees of the size SHOWN ON THE DRAWINGS.

(b) Live brush, herbaceous plants, and trees between the trailway and the clearing limits that are less than 12 inches in height and less than 3/8 inch in diameter at ground line.

Except as provided above, cut all limbs and branches more than 3/8 inch in diameter that extend into the clearing limits. Cut limbs flush with the tree trunks or stems or cut at the ground surface as SHOWN ON THE DRAWINGS.

Fall and limb designated trees.

911.04 Damaged Trees. When felling, cutting, or trimming, do not cause bark damage to standing timber. If damage does occur to standing trees, treat the injured trees as

SHOWN ON THE DRAWINGS. Remove and dispose of trees with major roots exposed by construction that are rendered unstable.

911.05 Removal of Stumps. Remove all stumps within the trailbed. Remove stumps located between the edge of the trailbed and the edge of the trailway that cannot be cut flush with the finished slope or that are not tightly rooted.

911.06 Disposal of Clearing Slash, Logs, Stumps, Brush, and Roots. Limb all felled trees to a 4-inch diameter top, including designated trees outside the clearing limits.

Do not place clearing slash, logs, stumps, brush, or roots in concentrated piles. Scatter all logs, limbs, lopped tops, brush, and grubbed stumps and roots below the trailway and outside the clearing limits, with the following

(a) Where the sideslope above the trail is less than 10 percent, material may be scattered above the trail.

(b) Logs may be left on the uphill side of the trail if they are placed so that they will not move into the clearing limits.

Do not place clearing and grubbing debris in water courses, snow ponds, lakes, meadows, or in locations where it could impede the flows to, through, or from drainage structures.

Measurement

911.07 Method. Measure the quantities in accordance with Section 906.

Payment

911.08 Basis. Pay for the accepted quantities in accordance with Section 906 at the contract unit price for each PAY ITEM SHOWN IN THE SCHEDULE OF ITEMS.

Make payment under:

PAY ITEM PAY UNIT

911(01) Clearing and Grubbing ..........................................................Mile

911(02) Clearing and Grubbing ..........................................................L.F.

911(03) Clearing and Grubbing ..........................................................LS

911(04) Clearing .................................................................................Mile

911(05) Clearing .................................................................................L.F.

911(06) Clearing .................................................................................LS

911(07) Grubbing ...............................................................................Mile

911(08) Grubbing ................................................................................L.F.

911(09) Grubbing ................................................................................LS

911(10) Individual Removal and Disposal .........................................EA

911(11) Individual Removal and Disposal .........................................LS

Section 912 - Excavation and Embankment

Description

912.01 Work. Work consists of the excavation and placement of excavated material, regardless of its nature, from within the trailway or from other sources, except for material included under other pay items SHOWN IN THE SCHEDULE OF ITEMS.

Includes excavation, embankment, and backfill construction required to shape and finish the trailbed, ditches, backslopes, fill slopes, drainage dips, trail passing sections, and turnouts. Also includes excavation and embankment work required to construct shallow stream fords and gully crossings, talus and rubble rock sections, and climbing turns.

Materials

912.02 Requirements. Use materials meeting the requirements of the following sections:

961 ---------Rock, Grid Pavement Units, and Aggregate

962 ---------Material for Timber Structures

964 ---------Geosynthetics

Construction

912.03 Use and Disposal of Excavated Material. Conserve and use all suitable material for specified work. Conserve excess excavated rock suitable for specified project work and use in place of materials from designated sources.

Remove all duff and debris from within trailway limits and uniformly spread outside the clearing limits, not more than 4 inches in depth (unless otherwise SHOWN ON THE

DRAWINGS). Do not obstruct drainage or create piles, berms, or windrows of debris.

Place excess and unsuitable excavation beyond the downslope edge of the trailbed. Do not obstruct drainage and spread to a depth not exceeding 4 inches. This includes any material removed in the grubbing operation and deposited in the same area.

Place rocks over 4 inches in greatest dimension not used in construction beyond the hinge point on the downslope side. Place rocks so that the tops are at least 6 inches lower than the trailbed surface. Ensure that no blockage of drainage or creation of a windrow effect occurs.

912.04 Trailway Excavation and Embankment. Minor deviations of ± 1 foot in vertical alignment and 3 feet in horizontal alignment with smooth transitions of at least 30 feet on each side of the deviation are acceptable unless otherwise SHOWN ON THE

DRAWINGS.

Construct embankments with suitable compacted material. Compact all disturbed soil within the trailbed area.

Remove any rock within or above the backslopes that is unstable. Use or dispose of rock in accordance with Subsection 912.03.

Leave the finished slope in a uniform and roughened condition.

Make necessary adjustments of horizontal or vertical alignment, within the tolerances specified in this subsection, to produce the designed trailway section and balance earthwork. Such adjustments shall not be considered as changes.

912.05 Trailbed Finish. Fill holes with suitable material, compact, and cut high points to provide a uniform trailbed finish.

912.06 Talus or Rubble Rock Sections. Through talus or rubble rock slide areas, fill all voids with suitable material to the depth SHOWN ON THE DRAWINGS. Use cap rocks that weigh a minimum of 130 pounds and have a length of at least twice their width. At least 50 percent of all hand placed outer rocks should weigh a minimum of 130 pounds.

Construct tread by building out rather than by removing material from the inner bank.

912.07 Ditches. Construct ditches to be free of loose rocks, roots, sticks, and other obstructions.

912.08 Geosynthetics. Where SHOWN ON THE DRAWINGS, place geosynthetics flat and parallel to centerline of the trail before placing embankment. Overlap geosynthetics a minimum of 2 feet. Install anchors or fasteners as recommended by the geosynthetic manufacturer.

Measurement

912.09 Method. Measure the quantities in accordance with Section 906.

Payment

912.10 Basis. Pay for the accepted quantities in accordance with Section 906 at the contract unit price for each PAY ITEM SHOWN IN THE SCHEDULE OF ITEMS.

Make payment under:

PAY ITEM PAY UNIT

912(01) Excavation .............................................................................L.F.

912(02) Excavation .............................................................................Mile

912(03) Excavation .............................................................................LS

912(04) Trail Turnout .........................................................................L.F.

912(05) Trail Turnout .........................................................................EA

912(06) Rolling Dip ............................................................................EA

912(07) Shallow Stream Ford and Gully

Crossing Structure .................................................................EA

912(08) Shallow Stream Ford and Gully

Crossing Structure .................................................................LS

912(09) Ditch ......................................................................................L.F.

912(10) Borrow ...................................................................................C.Y.

912(11) Borrow ...................................................................................LS

912(12) Grade Dip ..............................................................................EA

912(13) Geosynthetics, Type _____ ...................................................S.Y.

912(14) Trail Passing Section .............................................................L.F.

912(15) Talus or Rubble Rock Section ..............................................L.F.

Section 915 - Existing Trail Restoration

Description

915.01 Work. 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 and other trail structures, constructing check dams, and removing protruding rocks, roots, stumps, slough, and berms.

Materials

915.02 Requirements. Use materials meeting the requirements of the following sections:

961 ---------Rock, Grid Pavement Units, and Aggregate

962 ---------Material for Timber Structures

Construction

915.03 Clearing and Grubbing. Clear and grub in accordance with the requirements of

Section 911 and as SHOWN ON THE DRAWINGS.

915.04 Excavation and Embankment. Excavate and place all excavated material in accordance with the requirements of Section 912 and as SHOWN ON THE

DRAWINGS.

915.05 Rock and Root Removal. Uniformly scatter the removed rocks and roots below the trailway and distribute to ensure no blockage of water courses or creation of a windrow. Fill holes with suitable material and compact.

915.06 Slough and Berm Removal and Excess Material. Use suitable slough and berm material within the trailway to restore the trailbed as SHOWN ON THE DRAWINGS.

Place all unsuitable and excess material beyond the downslope edge of the trailbed and uniformly spread to a depth not exceeding 4 inches and so as not to obstruct drainage or interfere with the drainage of outsloped tread.

Remove berm when daylight can be obtained within a distance of 5 feet from the outslope edge of finished tread unless otherwise DESIGNATED ON THE GROUND or

SHOWN ON THE DRAWINGS.

915.07 Fill Material and Borrow. Use suitable material to fill ruts, troughs, and potholes in the tread that cannot be leveled and outsloped through performance of work in Subsection 915.06. Compact and shape as SHOWN ON THE DRAWINGS.

Obtain borrow from areas SHOWN ON THE DRAWINGS or DESIGNATED ON THE

GROUND.

915.08 Drainage. Restore drainage dips and ditches to reestablish drainage as SHOWN

ON THE DRAWINGS by removing obstructions such as rocks, roots, and sticks to make ditches and culverts free draining.

Restore rock spillways in accordance with Section 923 and as SHOWN ON THE

DRAWINGS.

915.09 Stream Channel Cleaning. Clean channel of obstructions in areas SHOWN ON

THE DRAWINGS. Remove debris and rocks from the stream channel and scatter outside of the side slopes of the stream channel and beyond the clearing limits.

915.10 Check Dams. When constructing check dams for gullies, use dimensional lumber, sound peeled logs, or a row of stones placed across the gully in the subgrade with the ends securely embedded in the banks as SHOWN ON THE DRAWINGS and at locations STAKED ON THE GROUND.

Use suitable material for backfill as SHOWN ON THE DRAWINGS. Place and compact backfill to meet the density of the existing trailbed and to form a smooth tread.

915.11 Switchbacks. Restore switchbacks in accordance with Section 914 and as

SHOWN ON THE DRAWINGS.

915.12 Waterbars. Restore waterbars in accordance with Section 922 and as SHOWN

ON THE DRAWINGS. Reestablish drainage by removing accumulated material and replacing loose or missing rocks, unsuitable logs, and deteriorated rubber belting.

915.13 Turnpikes. Restore turnpikes in accordance with Section 913 and as SHOWN

ON THE DRAWINGS by replacing missing, rotten, or loose retainer logs and stakes, or missing or loose retainer rocks. Backfill with suitable material.

915.14 Trail Structures. Restore all trail structures at locations SHOWN ON THE

DRAWINGS or DESIGNATED ON THE GROUND.

915.15 Reshaping and Finishing Trailbed and Backslopes. Provide a firm and uniformly finished trailbed in accordance with cross-sections SHOWN ON THE

DRAWINGS.

Provide a uniform and roughened surface on disturbed backslopes in accordance with cross-sections SHOWN ON THE DRAWINGS. Cut all roots flush.

Measurement

915.16 Method. Measure the quantities in accordance with Section 906.

Payment

915.17 Basis. Pay for the accepted quantities in accordance with Section 906 at the contract unit price for each PAY ITEM SHOWN IN THE SCHEDULE OF ITEMS.

Make payment under:

PAY ITEM PAY UNIT

915(01) Trail Restoration ...................................................................L.F.

915(02) Trail Restoration ...................................................................LS

915(03) Check Dams ..........................................................................EA

915(04) Borrow ...................................................................................C.Y.

Section 922 – Waterbars

Description

922.01 Work. This work consists of installing waterbars, including excavation and backfill; selecting log and rock materials; and furnishing treated timber, belting, and other materials.

Materials

922.02 Requirements. Use materials meeting the requirements of the following sections:

961 ---------Rock, Grid Pavement Units, and Aggregate

962 ---------Material for Timber Structures

Use rubber belting that is single-ply, nonreinforced material 3/8 inches to ½ inch thick.

Construction

922.03 General. Install waterbars of the types and at the locations SHOWN ON THE

DRAWINGS or as DESIGNATED ON THE GROUND.

922.04 Excavation and Embankment. Perform excavation and embankment in accordance with Section 912. Around waterbars, backfill and compact suitable material that is free of rocks larger than 3 inch in size.

Compact material on the downgrade side of rock, log, and treated timber waterbars, flush with the top of waterbars.

Outslope the trailbed on the upgrade side of the waterbar with a slope equal to or greater than the trail grade leading into the waterbar. Provide a uniform outsloped plane that forms a gutter against the waterbar.

922.05 Rock Waterbar. Tightly embed selected rocks into the trailbed. Place waterbar rocks with tops relatively even, with no sharp points. Use rocks with lengths greater than or equal to 1.5 times the width.

922.06 Log or Treated Waterbar. Embed peeled native logs or treated timbers into the trailbed to form a waterbar across the trail. Use anchor methods as SHOWN ON THE

DRAWINGS at log or timber ends outside the trail tread. Predrill pilot holes (for steel pins) through timbers prior to treatment. Anchor stakes firmly in the ground, and tightly nail to the log without splitting. In the absence of a backslope, anchor the upgrade end of the log or timber waterbar in the same manner as the downgrade end.

922.07 Rubber Belting Waterbars. Tightly secure one continuous piece of rubber belting between treated timbers as SHOWN ON THE DRAWINGS.

Measurement

922.08 Method. Measure the quantities in accordance with Section 906.

Payment

922.09 Basis. Pay for the accepted quantities in accordance with Section 906 at the contract unit price for each PAY ITEM SHOWN IN THE SCHEDULE OF ITEMS.

Make payment under:

PAY ITEM PAY UNIT

922(01) Native Log Waterbar .............................................................EA

922(02) Rock Waterbar ......................................................................EA

Section 935 - Rock Retaining Walls

Description

935.01 Work. Work consists of constructing rock retaining walls, including excavating, placing borrow, backfilling, and trailbed and slope finishing.

Materials

935.02 Requirements. Use materials meeting the requirements of the following section:

961 ---------Rock, Grid Pavement Units, and Aggregate

964 ---------Geosynthetics

Construction

935.03 Excavation. Excavate in accordance with Section 912 to provide a full bench foundation.

935.04 Wall Construction. Construct rock retaining walls at locations SHOWN ON

THE DRAWINGS and DESIGNATED ON THE GROUND.

Stagger vertical joints a minimum of 4 inches horizontally from vertical joints in adjoining courses.

Use uniformly distributed header rocks for at least 25 percent of the rocks in the front and rear faces of the wall each having a length at least 2 1/2 times its width. Place all header rocks with the greatest dimension extending into the wall (at right angle to trail centerline), except at corners. At corners, lay alternating courses containing headers with greatest dimension parallel with wall.

Place the exposed face of each rock parallel to the face of the wall in which it is set.

Stabilize each rock on the course that supports it. Do not break, loosen, or displace rocks already set.

Use rocks of a general rectangular shape. Fill voids with small rock fragments or fine aggregate.

Measurement

935.05 Method. Measure the quantities in accordance with Section 906.

Payment

935.06 Basis. Pay for the accepted quantities in accordance with Section 906 at the contract unit price for the PAY ITEM SHOWN IN THE SCHEDULE OF ITEMS.

Make payment under:

PAY ITEM PAY UNIT

935(01) Rock Retaining Wall .............................................................S.Y.

935(02) Rock Retaining Wall .............................................................EA

935(03) Rock Retaining Wall .............................................................LS

935(04) Borrow ...................................................................................C.Y.

935(05) Geosynthetics, Type _____ ...................................................S.Y.

Section 951 – Mobilization

Description

951.01 Work. 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 costs associated with obtaining permits, insurance, and bonds.

Mobilization is not intended to pay for the costs of materials before they are used on the project site.

Payment

951.02 Basis. Pay for the accepted work at the contract unit price for the

PAY ITEM SHOWN IN THE SCHEDULE OF ITEMS.

Make progress payments for mobilization as follows:

(a) Reimburse for bond premiums before issuing the Notice to Proceed if evidence of payment is received.

(b) When 5 percent or more of the original contract amount is earned from other PAY

ITEMS, pay mobilization at the rate of 50 percent, or up to 5 percent of the original contract amount, whichever is less.

(c) When 10 percent or more of the original contract amount is earned from other

PAY ITEMS, pay mobilization at the rate of 100 percent, or up to 10 percent of the original contract amount, whichever is less.

(d) Pay any unpaid amount for mobilization upon final acceptance of all work items.

Make payment under:

PAY ITEM PAY UNIT

951(01) Mobilization ..........................................................................LS

Section 952 - Sign, Post, and Cairn Installation Description

952.01 Work. This work consists of furnishing and installing signs and posts and constructing rock cairns.

Materials

952.02 Requirements. Use materials meeting the requirements of the following sections:

961 ---------Rock, Grid Pavement Units, and Aggregate

962 ---------Material for Timber Structures

Construction

952.03 General. Erect signs, posts, and cairns at the locations SHOWN ON THE

DRAWINGS or DESIGNATED ON THE GROUND.

952.04 Sign Installation. Tighten hardware snug, but do not damage the sign panel surface.

952.05 Post Installation. Dig post hole width not more than three times the width of the post and to the depth SHOWN ON THE DRAWINGS. If necessary because of obstacles, the posthole may be moved within the tolerances SHOWN ON THE DRAWINGS, or stabilize the post with concrete or rock mounds built in accordance with rock cairn specifications.

Compact suitable material between the post and the posthole in 4-inch layers to produce a solid and plumb installation.

952.06 Rock Cairn Construction. Slope each rock layer toward the center. Place each rock with at least three points of contact. Do not wedge small rocks into cracks between large rocks to stabilize the large rocks.

Measurement

952.07 Method. Measure the quantities in accordance with Section 906. Rock cairns built to support signposts will be considered incidental to the PAY ITEM for signposts, and separate payment will not be made.

Payment

952.08 Basis. Pay for the accepted quantities in accordance with Section 906 at the contract unit price for each PAY ITEM SHOWN IN THE SCHEDULE OF ITEMS.

Make payment under:

PAY ITEM PAY UNIT

952(01) Install Sign Panel, Government-Furnished .........................................................EA

952(02) Furnish and Install Sign Panel ..............................................EA

952(03) Treated Posts, Length _____ft - Dia._____-inch .........................................EA

952(04) Native Posts

Length _____ ft .....................................................................EA

952(05) Steel Posts, Type _____

Length _____ ft, _____ Gauge .............................................EA

952(06) Steel Tubing Posts, Type _____

Length _____ ft, _____ Gauge .............................................EA

952(07) Plastic Posts, Type _____

Length _____ ft .....................................................................EA

952(08) Composite Posts, Type _____

Length _____ ft .....................................................................EA

952(09) Rock Cairns ...........................................................................EA

Section 954 - Obliteration of Abandoned Trailways

Description

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

Construction

954.02 General. Obliterate trailways in locations SHOWN ON THE DRAWINGS or

DESIGNATED ON THE GROUND.

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 Drainage Structures. Leave existing water bars on the abandoned trail segments in place unless designated for removal. Construct additional drainage structures in locations SHOWN ON THE DRAWINGS or DESIGNATED ON THE GROUND.

954.05 Check Dams and Ditches. Construct check dams and ditches in locations

SHOWN ON THE DRAWINGS or DESIGNATED ON THE GROUND.

954.06 Scarify. Scarify the trail to promote the establishment of vegetation at locations

SHOWN ON THE DRAWINGS or DESIGNATED ON THE GROUND. Scarification is defined as breaking up the compacted soil to a depth and maximum clod size as SHOWN

ON THE DRAWINGS.

954.07 Contour Restoration. Backfill trail sections where SHOWN ON THE

DRAWINGS. On sidehill 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 naturalappearing contour and a natural drainage pattern.

954.08 Trench Backfill. Backfill trenched trail sections with compact suitable material until flush with the adjacent ground surface. Obtain backfill material from designated borrow sources.

Measurement

954.09 Method. Measure the quantities in accordance with Section 906.

Payment

954.10 Basis. Pay for the accepted quantities in accordance with Section 906 at the contract unit price for each PAY ITEM SHOWN IN THE SCHEDULE OF ITEMS.

Make payment under:

PAY ITEM PAY UNIT

954(01) Obliteration ...........................................................................LS

954(02) Obliteration ...........................................................................L.F.

954(03) Closure ..................................................................................LS

954(04) Closure ..................................................................................L.F.

954(05) Drainage Structures, Removal ..............................................EA

954(06) Scarify ...................................................................................L.F.

954(07) Trench Backfill .....................................................................L.F.

954(08) Contour Restoration...............................................................L.F.

Section 961 - Rock, Grid Pavement Units, and Aggregate

961.01 Rock. Use sound, durable rock free of rifts, seams, laminations, and minerals that could deteriorate as a result of weathering. Dress rock to remove thin or weak portions before use.

Furnish rock of the size, shape, weight, and face area necessary to produce the general characteristics and appearance SHOWN ON THE DRAWINGS.

961.02 Wire Basket Rock. Ensure that rock conforms to the requirements of Section

961.01 and the following specifications.

(a) Unit weight of a filled basket: 2,700-lbs/yd3 min.

(b) Gradation:

(1) Baskets 12 inches or greater in the vertical dimension:

Maximum dimension of rock.........................8 inches

Minimum dimension of rock .........................4 inches

(2) Baskets less than 12 inches in the vertical dimension:

Maximum dimension of rock.........................6 inches

Minimum dimension of rock .........................3 inches

961.03 Concrete Grid Pavement Units. Use concrete grid pavement units with a minimum compressive strength of 4,500 lbs/in2 that meet the National Concrete Masonry

Association (NCMA) Designation: A-15-82: Specifications for Grid Pavers.

961.04 Pit-Run Aggregate. Use pit-run aggregates consisting of native materials that can be placed on the trail without crushing or screening. No gradation, other than a maximum size, will be required. Provide pit-run aggregate with a maximum size as SHOWN IN

THE SCHEDULE OF ITEMS.

961.05 Screened Aggregate. Use screened material consisting of gravel, talus, rock, sand, shale, or other suitable material that is reasonably hard, durable, and free of organic material, mica, clay lumps, or other deleterious material. Use screened aggregate meeting the gradation requirements shown in Table 961-1 and of the grading SHOWN IN THE

SCHEDULE OF ITEMS.

961.06 Crushed Aggregate for Base or Surface Course. Use crushed aggregate meeting the requirements of Tables 961-1 and 961-2 and SHOWN IN THE SCHEDULE

OF ITEMS.

At least 50 percent, by weight, of the aggregate retained on the No. 4 sieve is to have one fractured face. Naturally fractured faces may be included in the 50-percent requirement.

The CO may approve other gradations if they are similar to those specified. Grade aggregate from coarse to fine within the gradation band.

Table 961-1. - Crushed and screened aggregate grading requirements for base or surface courses.

Percent Passing

(AASHTO T 11 and T 27)

Sieve Grading A Grading B Grading C Grading D

1 inch

¾ inch

½ inch 50 - 90 70 - 100

3/8 inch

No. 4 30 - 65 45 - 75

60 - 85 70 - 80

No. 8 25 - 55 30 - 60

35 - 70 45 - 70

No. 30

15 - 40

20 - 40

No. 200 6 - 12 6 - 20

5 - 20 5 - 20

Table 961-2. - Crushed Aggregate Quality Requirements

Description AASHTO Test Method

Requirement

Percent Wear

T 96

40 Max.

Durability Index, Course and Fine T 211

35 Min.

Liquid Limit

T 89

35 Max.

Plasticity Index

T 91

2-11

Section 962 - Material for Timber Structures

962.01 Timber. Select timber from designated sites on Government administered land.

Select the species and sizes of materials as SHOWN ON THE DRAWINGS.