DRAFT_-_140L5724Q0001_Peekaboo_Trailhead_Specifications_1.pdf

DRAFT

TOC

Peekaboo Trailhead 05/2023

TOC-1

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

01009 General Requirements 01505 Mobilization

DIVISION 2 - SITE WORK

02231 Clearing & Grubbing 02233 Aggregate Base 02300 Site Grading 02640 Culvert

DIVISION 3 – CONCRETE

DIVISION 4 – MASONARY

DIVISION 5 – METALS

DIVISION 6 - WOOD AND PLASTICS

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

DIVISION 8 - DOORS AND WINDOWS

DIVISION 9 - FINISHES

DIVISION 10 – SPECIALTIES

DIVISION 11 – EQUIPMENT

DIVISION 15 - MECHANICAL

DIVISION 16 - ELECTRICAL

GENERAL INFORMAITON AND REQUIREMENTS

Peekaboo Trailhead 05/23

01009-1

SECTION 01009

GENERAL INFORMATION AND REQUIREMENTS

PART 1: GENERAL

1.1 SUMMARY

A. Description of Work: Furnishing all labor, equipment, and materials to clear and grub, construct parking lot, and stockpile 10 cy of road base near toilet, and other miscellaneous improvements.

B. Location: Work under this Contract is located in Kane County, Utah. The work site is approximately 10 miles north of Kanab, Utah just off HWY 89. Location of water source for construction will need to be arranged by the contractor.

1.2 DEFINITIONS

A. Approvals: Approval of the submittals is an indication that the Contractor's submittals have been reviewed and that there are no objections, except as noted. Approval of deviations shall apply only to those deviations or omissions from the requirements of the drawings and specifications brought to the Contracting Officer's attention in writing. After approval of an item, submit a substitute for approval when the approved item cannot be purchased or delivered in time to avoid delay in completion of the project.

1.3 SUBMITTALS

A. Scope: Submittals include design computations, shop drawings, manufacturers' literature, as-built drawings, samples, and maintenance manuals.

B. Requirements: Refer to specifications for submittals required. Allow at least 5 working days for review. Submittals shall be delivered to the Contracting Officer Representative:

David Barfuss BLM Richfield Field Office 150 East 900 North Richfield, Utah 84701

C. Identification of Submittals: Completely identify each submittal by showing at least the following information:

1. Name and address of submitter, plus name and telephone number of the individual to contact for further information.

2. Name of project as it appears in these specifications.

3. Contract number, drawing number, and specification section number to which the submittal applies.

4. Whether this is an original submittal or resubmittal.

5. Each item shall clearly note the manufacturer's name and address, trade name, product, lot, style, color, catalog designation or model number, and locations of use.

D. Cover Sheet: Use Cover Sheet Submittal-Bureau of Land Management at end of this Section.

01009-2

1. Ensure that cover sheet includes following information:

a. Submittal Number

b. Contract Number

c. Specification section number and title, paragraph, and complete description of item being submitted. Be specific and clearly identify what is being submitted. When appropriate, reference a specific sheet and detail of the Drawings. Note multiple items individually.

d. Signature and date.

e. Name and telephone number of individual to contact for further information, if other than Contractor.

1.4 QUALITY ASSURANCE

A. Codes and Standards: The work shall comply with codes and standards applicable to each type of work and as listed in the individual sections of these specifications. This Contract incorporates materials, applications, and tests by reference, with the same force and effect as when they were given in full text.

B. Conflict: Where a conflict occurs between reference documents and project specifications, the project specifications shall govern.

C. Measurements: Where approved manufacturer's diagrams and shop drawings give specific measurements or rough-in dimensions for equipment, these dimensions shall take precedence over dimensions indicated on the drawings.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Delivery: Protect products incorporated into the work from damage while in transit to the site.

Products must be delivered in original unopened containers with manufacturer's name, brand designation, and contents legibly indicated.

B. Storage: Storage shall be on site within work area. Contractor is responsible for security and any stolen materials.

C. Handling: Load and unload products protecting them from damage.

1.6 PROJECT/SITE CONDITIONS

A. Access to project location is along US Highway 89

B. All vehicles and machinery that has been used outside of public lands in the local area shall be cleaned prior being transported to site. All precautions are to be taken to prevent the possible introduction and spread of noxious weeds.

C. Road base and fill material shall be clean and free of noxious weeds or weed seeds to prevent the introduction and spread of noxious weeds to the construction site.

01009-3

1.7 SEQUENCING AND SCHEDULING

A. Work Schedule: The schedule shall be submitted at the pre-work conference. When requested, submit an updated schedule within 3 calendar days. As a minimum, the estimated start and completion dates shall be shown in the estimate.

1.8 PERMITS

A. Encroachment Permit: The contractor is required to obtain any permit that may be required prior to beginning any work on site.

PART 2: PRODUCTS (There are no applicable requirements.)

PART 3: EXECUTION

3.1 PROJECT MEETINGS

A. Pre-Work Conference:

1. Will be held prior to the start of work. The Contractor will be notified in advance of meeting time, date and place. The purpose will be to review required work, project drawings and specifications, construction schedules, payroll and payments, and administrative provisions of the Contract.

2. The Contractor, subcontractors and the persons responsible for coordination of the work shall be present at the meeting.

3. Be prepared to summarize and explain procedures planned for the project.

B. Progress Meetings:

1. To be held at the project site, or as determined by the Contracting Officer.

2. May be called by either the Contracting Officer or the Contractor. Request shall state who should attend and include an agenda.

C. Final Inspection:

1. To be held at the project site, or as determined by the Contracting Officer.

2. Notify the Contracting Officer in writing at least 3 working days before the completion date so the Government can schedule final inspection.

3. The superintendent shall be present during this inspection.

3.2 PREPARATION

A. Work Layout: As shown on the drawings. The government will stake all work limits and all site layout work.

3.3 PROJECT MONUMENT

A. Requirements: None.

3.4 SALVAGEABLE ITEMS

A. N/A

01009-4

3.5 DISPOSAL OF DEBRIS

A. Contractor shall collect all construction generated trash as it accumulates and remove it from site daily. Plastic, paper and other material that is blown from the work area shall be collected immediately. Contractor shall not bury any garbage or debris at site.

B. Requirements: Disposal of debri, trash or other materials in a legal manner and payment of fees required is the Contractor's responsibility.

3.6 PROJECT IDENTIFICATION

A. Requirements: None.

3.7 AS-BUILT DRAWINGS

A. N/A

3.8 WARRANTY

A. Requirements: Materials furnished under this Contract shall be covered by the most favorable commercial warranties given to customers for such materials. The rights or remedies provided herein are in addition to and do not limit rights afforded to the Government by other clauses of this Contract. With respect to warranties, expressed or implied, from manufacturers or suppliers for materials or equipment furnished under the Contract the Contractor shall:

1. Obtain warranties that would be given in normal commercial practices.

2. Require warranties to be executed, in writing, for the benefit of the Government.

3. Submit warranties to the Contracting Officer prior to the final inspection.

PART 4: MEASUREMENT AND PAYMENT

4.1 METHOD OF MEaSUREMENT

A. Units: There will be no separate measurements for individual items of work done under this contract. The work described in this section will be measured for payment on a lump sum basis.

4.2 METHOD OF PAYMENT

A. Payment: Payment will be made at the contract price as indicated in the Bid Schedule, and will include full compensation for work described in the contract. Payment will be made under:

Pay Item Pay Unit

01009(01) Peekaboo Trailhead Construction Lump Sum

END OF SECTION

MOBILIZATION

Peekaboo Trailhead 05/23

01505-1

SECTION 01505

MOBILIZATION

A. Section Includes: Preparatory work and operations, including those necessary for the movement of personnel, equipment, supplies and incidentals to the project site, for other work and operations which must be performed, or for costs incurred prior to beginning work on the various items on the project site. This specification does not include moves between project sites.

PART 2: PRODUCTS

(There are no applicable requirements.)

(There are no applicable requirements.)

CLEARNING AND GRUBBING

02231-1

SECTION 02231

CLEARING AND GRUBBING

A. Section Includes: Clearing of vegetation, and debris; disposal of unutilized materials; and other incidental work related to preparing the site for later use.

B. Related Sections: General Information and Requirements Section 01009

A. Clearing: Clearing shall consist of the felling, trimming, and cutting of obstructions such as brush into sections and the satisfactory disposal of the brush and other surface vegetation designated for removal, including down brush, and rubbish occurring in the areas to be cleared.

B. Grubbing: Grubbing shall consist of the removal and disposal of below-surface roots larger than

3-inches (75 millimeters) in diameter, and matted roots from the designated grubbing areas.

1.3 PROJECT/SITE CONDITIONS

A. Work Limits: Work limits will be staked and control points established by the Government as specified in the drawing, as stated in these specs, or as approved by the Contracting Officer.

B. Scalping of topsoil during clearing operations will not be permitted.

C. Burning of slash shall not be permitted.

D. Landscape Preservation: Protect vegetation outside the work limits from injury. Existing trees and shrubs shall not be disturbed or damaged.

2.1 EQUIPMENT

A. Spark Arresters: Shall meet the requirements of the U.S. Forest Service Spark Arrester Guide, Volume 2, dated 1993.

3.1 PROTECTION

A. Utility Lines: It is the Contractor’s responsibility to identify and protect existing utility / water lines in the area of work. Notify the Contracting Officer immediately of damage to, or an encounter with, an unknown existing utility line. The Contractor shall be responsible for the repairs of damage to existing utility lines / water lines.

CLEARNING AND GRUBBING

02231-2

3.2 CLEARING

A. Requirements: Clear roots, brush, and other vegetation in areas to be graded; Clearing shall also include the removal and disposal of existing obstructions that obtrude, encroach upon, or otherwise obstruct the work. Care is to be done in a fashion not to unnecessarily disturb any vegetation.

3.3 GRUBBING

A. Requirements: Material to be grubbed, together with logs and other organic or metallic debris not suitable for foundation purposes shall be removed. Depressions made by grubbing shall be filled with suitable material and compacted to make the surface conform to the original adjacent surface of the ground.

3.4 DISPOSAL

A. Requirements: Excess material shall be disposed of by the Contractor in a legal manner.

AGGREGATE BASE

Peekaboo Trailhead 05/2

02233-1

DIVISION 2: SITEWORK

SECTION 02233 - AGGREGATE BASE

1.01 SUMMARY:

A. Section Includes: Furnishing, Placing, and Compacting aggregate base course on a prepared surface.

B. Related Sections:

1. General Information and Requirements Section 01009

2. Site Grading Section 02310

1.02 SUBMITTALS:

A. General: Submittals shall be according to Section 01009 - General Information and Requirements.

B. Certificates of Conformance: Submit 3 copies of written certification from the supplier of the

Contractor-furnished aggregate to be used on this project that it conforms to the requirements of this specification section.

1.03 PROJECT/SITE CONDITIONS:

A. Excess Material: Shall be hauled off the site by the Contractor.

B. Barrow Pits: Material shall be suitable as granular base “as-is” from these pits. Properly process the material from the borrow pits to meet the requirements of these specifications. Variance may be given upon approval upon inspection from the Government.

C. Aggregate base found to be defective within 12 months after work completion, shall be replaced at the contractor’s expense.

2.01 MATERIALS:

A. Contractor-Furnished for Untreated Subbase or Base: Shall consist of hard, durable particles or fragments of stone of natural gravel. Material that break up when alternately frozen and thawed or wetted and dried shall not be used.

1. Coarse aggregate is the material retained on the Number 10 sieve and shall have a percentage of wear of not more than 50 as determined by AASHTO Method T 96.

2. Fine aggregate is the material passing the Number 10 sieve and shall consist of natural or crushed sand and fine mineral particles. The fraction passing the Number 200 sieve shall not be greater than two-thirds of the fraction passing the Number 40 sieve. For subbase and base courses, the fraction passing the Number 40 sieve shall have a liquid limit not greater than 25 and a plasticity index not greater than 6. For surface courses, Peekaboo Trailhead 05/2

02233-2 the fraction passing the number 40 sieve shall have a liquid limit not greater than 35 and a plasticity index not less than 4 or greater than 9.

3. Material shall be free from organic matter and lumps or balls of clay.

4. Not less than 50% by weight of the particles retained on the No. 4 sieve shall have at least one fractured face.

5. Aggregate gradation shall conform to the requirements of bellow for the designation shown in the Bid Schedule. Gradation of each designated size of aggregates shall be obtained by crushing, screening, and blending processes as may be necessary.

Site Road & Staging Area

Sieve Size Percent Passing

6 inch 100

3 inch 90 100

No. 4 30 70

No. 200 3 15

Sieve Size Percent Passing

Bathroom / Kiosk Area

Sieve Size Percent Passing

3 inch 100

1 inch 75 100

No. 4 30 70

No. 200 3 15

Sieve Size Percent Passing

3.01 PREPARATION:

A. Preparation of Roadbed & parking area: Any high places in the road-bed or parking area shall be cut to grade and the resulting material hauled and deposited on low areas on fill slopes required to establish a smooth uniform grade. Should there remain any depressions or narrow embankments, sufficient approved material shall be obtained and placed to bring the width and/or surface of the roadway and parking area in reasonably close conformity with the lines, grades and cross sections shown on the plans or established by the Government. The road-bed and parking pad shall then be re-bladed and reshaped. The roadbed shall be compacted and all work that may be necessary to produce a completed and acceptable foundation shall be performed and the roadbed shall be in this specified condition at the time of placement of the base course.

Peekaboo Trailhead 05/2

02233-3

3.02 INSTALLATION:

A. Placing: The material shall be placed on the prepared roadbed in layers of the thickness shown on the plans. When more than one layer is required, each layer shall be shaped and compacted before the succeeding layer is placed.

1. Placing shall be from vehicles equipped to distribute the material in a uniform layer or windrow. The layer or windrow shall be such size that when spread and compacted; the layer shall have the required thickness.

2. When hauling is done over previously placed material, hauling equipment shall be routed as uniformly as possible over the entire width of previously constructed layers.

B. Mixing and Spreading: Each course placed shall be mixed to its full depth by means of power graders. During the mixing, water shall be added in the amount necessary to provide the optimum moisture content for compaction. When mixed, the material shall be spread smoothly to a uniform thickness, or in the case of the top course, to the cross section shown on the plans.

C. Compacting: Immediately following final spreading and smoothing, each layer shall be compacted full width by approved means of compacting equipment. Rolling shall progress gradually from the side to the center, parallel with the centerline of the road. Any irregularities or depressions that develop shall be corrected by loosening the material at these places and adding or removing material until the surface is smooth and uniform. Compaction of each layer shall continue until a density of not less than 90% of the maximum density determined according to AASHTO T 99, or other approved method, has been achieved.

3.03 FIELD QUALITY CONTROL:

A. Thickness Requirements: The thickness of the completed courses shall not vary more than 1/2-inch from the thickness shown on the plans.

B. Surface Requirements: The surface shall be tested with a 10-foot straight-edge furnished and operated by the Contractor when required by the Contracting Officer. Any areas where the surface variation exceeds 1/2-inch in 10 feet shall be reworked until the variation falls within this limit.

SITE GRADING

02310-1

SECTION 02310

PART 1 GENERAL

A. Section Includes: excavating, filling, grading, and other related work to prepare the site.

A. Common Excavation: Removal of materials which can be excavated using a rear-mounted, heavy-duty, single-tooth ripping attachment mounted on a crawler tractor with a power rating of 145 kW (195 net horsepower) or less shall be considered common excavation.

B. Muck Excavation: Shall consist of the removal and disposal of deposits of saturated or unsaturated mixtures of soils and organic matter not suitable for foundation material regardless of moisture content.

C. Fill Material: Shall be mineral soil free from peat, frozen material, brush, trees, roots over 2 inches in diameter and rocks over 6 inches in greatest diameter obtained from site during excavation.

1.3 QUALITY ASSURANCE

A. Failure Criteria: Not limited to the following:

1. Formation of pools of moisture where positive drainage is indicated on the drawings.

2. Settlement of fill.

1.4 PROJECT/SITE CONDITIONS

A. Work Limits: Work limits will be staked and control points established by the Government as stated in these specs or as approved by the Contracting Officer unless otherwise noted on the drawings.

B. Environmental Conditions: Do not attempt to grade frozen or saturated material. Wet down dry material to prevent dust.

A. See section 02233: Aggregate Base.

3.1 EXAMINATION

02310-2

A. Verification of Conditions: Verify the grade elevations existing on the site. Notify the Contracting Officer immediately when adjustments are required to provide finish elevations indicated. Site drainage shall be considered of prime importance.

3.2 PREPARATION

A. Clearing: Section 02231 - Clearing and Grubbing.

3.3 INSTALLATION

A. Grades: When not otherwise indicated shall be level, or uniform slopes between points or between such points and existing finished grades. Abrupt change in slopes shall be rounded.

B. Compaction Methods: Fill material shall be spread over the full area of the cross section of the fill to an approximate layer thickness of 8-12 inches. During placing and compacting of the fill material, the optimum moisture content shall be maintained by wetting or drying as required.

C. Frozen Material: Fill shall not be placed when either the material or the surface on which it is to be placed is frozen.

D. Homogeneous Mass: Successive loads of material shall be dumped on the earth-fill to produce the best practicable distribution of the material. The in-place materials shall be free of lenses, pockets, streaks, or layers of materials differing substantially in texture or gradation from the surrounding materials.

3.4 FIELD QUALITY CONTROL

A. Testing: The contractor shall furnish necessary equipment, labor, and materials to conduct and document necessary quality testing.

B. Compaction: Fill material shall be compacted to a minimum density of 90 percent of the maximum dry density obtained by AASHTO T 99, Method C.

CULVERT

Peekaboo Trailhead 05/23

02640-1

SECTION 02640

1.01 SUMMARY:

Section Includes:

A. Furnishing and installing Plastic Pipe (ABS) culverts.

B. Related Sections:

General Information and Requirements Section 01009

1.02 REFERENCES:

A. American Society for Testing and Materials

1. ASTM D 2321, “Standard Practice for Underground Installation of Thermoplastic Pipe for

Sewers and Other Gravity Flow Applications”.

2. ASTM F628 ABS Pipe & Fittings

B. American Association of State Highway and Transportation Officials.

1.03 SUBMITTALS:

A. General: Submittals shall be according to Section 01009 - General Information and Requirements.

B. Manufacturer's Literature: Submit 3 copies of the manufacturer's descriptive data including design data for squashed CMP Culverts.

1.04 QUALITY ASSURANCE:

A. ABS pipe shall conform to ASTM A 760M latest edition.

2.01 MATERIALS:

A. Corrugated Polyethylene Pipe: AASHTO M 294 B. Connecting Bands and Wing Walls: The type, size, and sheet thickness of band. The size of angles, bolts, rods, and lugs shall be according to the drawings or as specified in the applicable standards for the pipe.

C. Nuts, Bolts, and Aluminum Alloy Plates: ASTM B 746/B 746M

Peekaboo Trailhead 04/23

02640-2

3.01 PREPARATION:

A. Clearing: Shall be according to Section 02231 - Clearing and Grubbing.

B. Excavation and Backfill: Initial excavation for corrugated culvert may be made with power equipment, but over excavation shall be avoided. Over-excavated areas shall be backfilled. Place backfill in layers not exceeding 6 inches thickness, and mechanically or manually compact each layer before placing the new layer.

3.02 INSTALLATION:

A. Pipe shall be placed in the bed starting at the downstream end. Trenches shall be excavated in such a manner as to insure that the trench sidewalls will be stable under all working conditions. Trench walls shall be sloped or supported in conformance with generally accepted safety standards.

Trench details, including foundation, bedding, initial backfill, and final backfill are shown on drawings.

B. Trench width shall be in accordance with ASTM D2321 and shall be sufficient to ensure working room to properly and safely place and compact backfill materials. Minimum trench width shall not be less than 1.25 times the pipe outside diameter plus 12 inches, (1.25 x O.D. + 12”).

C. Install culvert so that ends do not extend out more than 12” from edge of shoulders of road.

D. Back Fill Material shall be placed in 6 inch lifts and compacted to a minimum 90% Standard

Proctor Density. The descriptions for Class I, II and III material are as shown below:

Bedding - Class I - Angular crushed stone or rock, dense or open graded with little or no fines (1/4 inch to 1 1/2 inches in size)

E. In areas not supporting a complete roadbed section, the final backfill material may consist of the natural topsoil and / or other natural material originally excavated from the site. In these areas, the backfill shall be placed in uniform layers and compacted to meet the density requirements as shown in the plans. Backfill material with large lumps or material that cannot be spread evenly may be rejected.

F. Minimum cover is 24 inches below the top of the finished grade Extreme care should be taken when heavy construction equipment loads cross the pipe trench during construction. If the passage of construction equipment over an installed pipeline is necessary during construction, compacted fill in the form of a ramp shall be constructed to a minimum elevation of three (3.0’) feet over the top of the pipe. Any damaged pipe shall be replaced at the contractor’s expense. Joints shall be installed such that the connection of pipe sections will form a continuous line free from irregularities in the flow line.