United States Department of Agriculture

Forest Service

Black Hills National Forest

December 2025

Veterans Point Trail Rehabilitation

GAOA Project Specifications

Construction Documents

BLACK HILLS NATIONAL FOREST

GAOA PROJECT

VETERANS POINT TRAIL REHABILITATION

001500-1

LIST OF DRAWINGS AND SPECIFICATIONS

SECTION 001500

LIST OF DRAWINGS AND SPECIFICATIONS

PART 1 – GENERAL

1.1 DESCRIPTION

A. List of Contract Drawings:

1. Index of Sheets:

SHEET 1 TITLE SHEET AND INDEX

SHEET 2 SITE MAP

SHEET 3 SITE PLAN MAIN TRAIL

SHEET 4 SITE PLAN LAKESHORE LOOP

SHEET 5 TABLE OF QUANTITIES

SHEET 6 DETAILS

SHEET 7 PHOTOS

Total Plan Sheets in this Contract 7

B. List of Contract Specifications

1. Index of Specifications

DIVISION 1 – GENERAL REQUIREMENTS

Section 010150 General Requirements Section 010250 Definition of Contract Items and Measurement and Payment Section 014000 Quality Requirements Section 015713 Temporary Erosion and Sediment Controls

DIVISION 2 – EXISTING CONDITIONS

Section 024119 Selective Demolition

DIVISION 5 – METALS

Section 055213 Pipe and Tube Railings

DIVISION 31 – EARTHWORK -

Section 311000 Site Clearing Section 312000 Earth moving Section 313600 Gabion Baskets and Mattresses Section 321216 Asphalt Paving Section 321216-A Asphalt Seal Coat Section 321373 Asphalt Paving Joint Sealants Section 323223 Segmental Retaining Walls

END OF SECTION 001500

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GAOA PROJECT GENERAL REQUIREMENTS

VETERANS POINT TRAIL REHABILITATION

SECTION 010150

GENERAL REQUIREMENTS

PART 1 – SUMMARY OF WORK

1.1 DESCRIPTION

A. The intent of the Contract is to provide for the construction and completion of the work described. The precise details of performing the work are not stipulated except as considered essential for the successful completion of the work. Furnish all labor, material, equipment, tools, transportation, and supplies necessary to complete the work according to the Contract.

B. The intent of this Section is to provide a general outline of the work required under this contract and identify special project conditions and/or requirements. It is not intended to provide detailed specifications for materials, labor, and workmanship. These are covered in other sections of these specifications.

C. Veterans Point Trail is an asphalt trail with metal railing and timber retaining walls that provides access from the parking area to fishing piers and viewpoints at Pactola Reservoir. The Trail was constructed in 1992. The Trail is approximately 2,959 feet long, with a descent of approximately 50 feet from the parking lot to the lowest point.

D. The asphalt trail is deteriorating, with severe oxidation, cracks, heaving, and undercutting in the asphalt. The retaining walls are leaning and no longer keep material off the Trail. This project will fill and seal the cracks, reconstruction select sections, stabilize eroding areas, and apply a seal coat to the asphalt. Timber retaining walls will be removed and reconstructed with segmental concrete block retaining walls.

E. The pipe railing is damaged in some areas. This project will also repair the damaged sections of railing and eliminate sections where the railing is not needed.

F. The Project will also construct reinforcement with gabion (wire rock baskets) to repair eroded sections at the trails edge and bridge abutments.

G. Existing timber retaining walls will be removed. New larger retaining walls will be constructed.

H. An overlook near water’s edge will be eliminated. Tables, benches, and pedestal fire grills will be removed (though new tables and benches are planned for the site as separate work).

I. The Trail descends from the parking lot to a bridge. The main trail crosses the bridge at station 11+15 and continues south to station 19+45. Work from the parking lot to Station 19+45 constitutes Base Work of this Project.

J. From the Bridge, a 1,014 ft loop provides access to an inlet. This Loop is referenced in this project as “lakeshore loop”. Work on this loop is OPTIONAL Bid Items and includes crack sealing, asphalt seal coat, and a 620 square feet of segmental retaining wall.

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1.2 LOCATION

A. The Veterans Point Trail is a paved trail on the North side of Pactola Reservoir Dam, providing access to the water’s edge. Veterans Point Trail is located on Highway 385, just North of Pactola Reservoir, Pennington County, South Dakota. The Latitude and Longitude coordinates for the Trailhead are: 44° 4'55.88"N, 103°29'37.09"W.

1.3 SPECIFICATIONS

A. The specifications establish the construction procedures and materials to be employed throughout.

1.4 GENERAL SITE CONDITIONS AND WEATHER

A. The elevation of the site is approximately 4,580 feet above mean sea level. The site generally experiences moderate snowfalls beginning in October and November and ending in April. The average temperatures are approximately 79° F in July and 37° F in January.

B. The site is open year-round. Use of the trail may be limited in winter months due to snow and ice.

1.5 SITE ACCESS

A. To access Veterans Point Trail from Rapid City, travel about 15 miles west on South Dakota (SD) Highway 44, then turn south (left) onto US Highway 385 and continue for 1.5 miles. The trailhead and parking area will be on the west (right) just before the dam.

B. The Government may approve temporary access for the Contractor from another route or trail other than the trail being constructed.

1. A native surface primitive trail extends from the parking lot to the north end of the “lakeshore loop” and may be used by Contractor for access to the lower elevation potions of the project area.

a. Contractor shall be responsible for all improvements necessary to use this route.

b. Contractor shall be responsible for restricting use of this route by others.

c. Contractor shall be responsible for maintaining the route for safe temporary access.

d. Contractor shall be responsible for providing trackout control mat to remove dirt, mud and other debris from the tires of vehicles exiting the trail.

e. Contractor shall be responsible for removing and rehabilitating the temporary access route and any damaged area after construction is completed.

1.6 USE OF FACILITIES AND UTILITIES

A. Water will not be available for Contractor use at the site during the project.

B. Electrical service is not available at this site.

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C. There is no cell phone coverage in this area and there is no land-line phone at the site.

D. The single riser vault toilets will be available for Contractor use at the site during the project.

1. The Forest Service will have the toilet pumped at the beginning of Contractor’s planned work.

1.7 STAGING AREA

1.8

A. An area at Veterans Point Trail parking lot will be made available for use as a staging area.

B. Contractor shall submit a Site Utilization Plan showing temporary facilities, staging areas, construction entrances, vehicle circulation, and parking areas for construction personnel.

1. Areas shall be identified for public parking, public use of toilet building, and public access to trail and information boards.

C. The staging area shall be approved by the Contracting Officer (CO) prior to use.

1. The Staging Area will be in the parking lot, and the parking area will be open to public during Construction.

2. Specific times of Trail and Parking Lot closure may be permitted with coordination and approval by the Contracting Officer.

3. Contractor shall be responsible for securing staging area and protection of Contractor equipment and supplies.

4. Contractor shall keep area around staging area neat, clean, and free of hazards.

D. No camping will be allowed at the site. Security and clean-up of this area shall be the responsibility of the Contractor.

WORK RESTRICTIONS

1.9

A. Keep existing trails that are undergoing improvements open and maintained in such a condition as to safely accommodate traffic unless directed otherwise by Contracting Officer.

B. Provide and maintain temporary detours, approaches, or crossings and intersections with trails, roads, businesses, parking lots, and campgrounds in a safe and passable condition.

C. 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 plans or in the special contract requirements.

FIRE PROTECTION

D. Construction equipment shall not cross the existing wooden pedestrian bridge.

A. Contractor shall comply with all aspects of Forest Service and State of South Dakota fire restrictions that are implemented during the project.

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1. At a minimum, Contractor shall provide portable UL rated fire extinguishers on site at the work area at all times.

2. Additional requirements may apply depending on weather and fire conditions and may be established by Forest Service and State of South Dakota fire restriction programs.

B. Additional restrictions on smoking, open flames, and flamed activities may be implemented at the site during the Period of Performance in response to fire conditions.

C. Prohibit smoking in construction areas.

D. Supervise welding operations, combustion-type equipment, and similar sources of fire ignition according to requirements of authorities having jurisdiction.

E. Develop and supervise an overall fire-prevention and -protection program for personnel at Project site. Review needs and requirements with Contracting Officer. Instruct personnel in methods and procedures. Post warnings and information.

F. Provide fire protection and fire response equipment at work area at all times.

1.10 SCHEDULE

A. The Contractor shall submit, at the pre-work conference, a construction schedule showing the proposed scheduling of all work items. The contractor may plan on working 7 days per week during daylight hours.

B. Work shall start approximately March 1, 2026 and shall be completed before May 20, 2027.

C. The Government may permit use of portions of the project during periods when operations are shut down.

1. 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.

2. 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.

1.11 PROTECTION OF PUBLIC

A. Install and maintain suitable barriers to ensure the protection of the public, employees, and facilities.

1. Fence, barricade, or otherwise block off the immediate work area to prevent unauthorized entry to the work area.

2. Erect and maintain barricades and warning signs in accordance with ANSI D6.1.

3. Material may be new or used, but shall be suitable for intended purpose.

4. Fences and barriers shall be structurally adequate and neat in appearance.

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1.12 CONTRACTOR’S RESPONSIBILITIES

A. Confine storage of materials to areas as approved by the CO.

B. Provide adequate signing and barricades and take necessary safety measures to protect the public during all construction operations. Minimize disturbance of all undisturbed areas.

C. The Contractor at the Contractor’s expense shall repair existing Forest Service roads, trails, and parking areas disturbed by construction activities. Repair includes any work needed to return the roads, trails, and parking areas to their existing condition before construction began and shall include replacing road aggregate if necessary.

D. The Contractor at the Contractor’s expense shall repair existing Forest Service buildings, structures, and infrastructure disturbed by construction activities. Repair includes any work needed to return the buildings, structures, and infrastructure to their existing condition before construction began.

E. All areas where the existing vegetation is removed or damaged, or destroyed due to construction activities, shall be leveled and seeded. Contractor shall furnish and apply all seed in accordance with specifications.

F. The Contractor shall be responsible for all damage that results from the Contractor's action during completion of the project work. Any damage that occurs due to action of the Contractor shall be repaired at the Contractor's expense.

G. Protect trees and vegetation within project area from damage.

1.13 EXISTING POWER LINES

A. The Contractor shall exercise caution when excavating in areas where buried utilities may be anticipated. It will be the Contractor's responsibility to contact South Dakota One Call at 800- 781-7474 for utility locates. Any damage to such lines shall be repaired at the Contractor's expense. If a power line is damaged, the Contractor shall stop all work in the immediate vicinity of the damage and immediately notify the Engineer. Work shall not be permitted near a damaged line until such damage is repaired.

1.14 UTILITY LOCATIONS

A. Contractor shall be responsible for hiring a locating service to locate all utility lines including but not limited to electrical, water, and phone. This includes the Forest Service lines.

1.15 HANDLING OF MATERIALS

A. Transport and handle all materials to preserve their quality and fitness for the work.

B. Store materials to assure the preservation of their quality and fitness for the work. Locate stored materials to facilitate their prompt inspection.

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C. Store materials in area designated by Contracting Officer.

D. Stockpile, load, and transport aggregates in a manner that will preserve specified gradation and avoid contamination.

1.16 CONSTRUCTION WASTE DISPOSAL FACILITIES

A. Provide waste-collection containers in sizes adequate to handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste. Coordinate location of waste-collection containers with Contracting Officer, to minimize impact to parking area and users of the site.

1.17 SITE CLEANUP AND DISPOSAL AREA

A. The Contractor shall cleanup construction debris at the completion of each day’s work.

Disposal of construction debris shall be at an established Sanitary Landfill, with all permits and related costs of transport and disposal being the responsibility of the Contractor. The Contractor and the CO shall mutually agree to the frequency of disposal. The Contractor shall not use existing on-site trash receptacles for disposal or interim storage of construction debris. Burning of construction debris shall not be allowed on lands administered by the Forest Service.

1.18 FIELD VERIFICATION

A. Field verify all new and existing dimensions affecting the work of this contract before ordering products.

1.19 CONSTRUCTION STAKING AND FLAGGING

A. 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.

B. Furnish and maintain 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.

C. 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 and approved.

D. Trail staking, flagging, and cleanup will be considered incidental to other pay items in this contract, and additional payment will not be made. There will be no separate measurement for this item

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1.20 ELECTRICAL WORK

A. Electrical Work is not anticipated as part of this Project.

B. Contracting Officer shall be immediately notified of any electrical work that may become necessary. If required, all electrical work shall be in accordance with applicable state and local codes, regulations, and ordinances, and the latest applicable requirements of the National Electrical Code of the NFPA. State Electrical Inspection and approval is required on all electrical work. Contractor shall be responsible for obtaining inspection and approval, and any associated costs.

1.21 PERMITS

A. Obtain permits for electrical work or any other work required by County, State, or Federal laws or regulations.

PART 2 – TERMS, ABBREVIATIONS, AND DEFINITIONS

2.1 MEANING OF TERMS

A. 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.

B. Wherever “directed,” “required,” “prescribed,” or similar words are used, the “direction,” “requirement,” or “order” of the Contracting Officer is intended. Similarly, wherever “approved,” “acceptable,” suitable,” “satisfactory,” or similar words are used, they mean “approved by,” “acceptable to,” or “satisfactory to” the Contracting Officer.

C. The word “will” generally pertains to decisions or actions of the Contracting Officer.

D. 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.

2.2 SPECIFICATION FORMAT

A. These specifications are divided into Sections using Construction Specifications Institute (CSI) format.

2.3 ABBREVIATIONS.

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A. Whenever these abbreviations are used in the specifications m they represent the following:

AASHTO American Association Of State Highway And Transportation Officials ABS Acrylonitrile-Butadiene-Styrene AITC American Institute of Timber Construction ANSI American National Standards Institute AQ Actual Quantities

APA American Plywood Association ASTM American Society For Testing And Material AWPA American Wood Protection Association

CO Contracting Officer C.F. Cubic Feet C.Y. Cubic Yard DQ Design Quantities EA Each

FAR Federal Acquisition Regulation g Grams

HDPE High-Density Polyethylene hr Hour kg Kilogram kN Kilonewtons lb Pound

L.F. Linear Feet LS Lump Sum

LSQ Lump Sum Quantities m Meter m2 Square Meter m3 Cubic Meter mi Mile mm Millimeter

MPa Megapascals MSE Mechanically Stabilized Earth

N Newton NBS National Bureau Of Standards

NCMA National Concrete Masonry Association OSHA Occupational Safety & Health Administration

Pa Pascal PE Polyethylene PS Product Standard Issued By The U.S. Department Of Commerce psi Pounds Per Square Inch

PVC Polyvinyl Chloride S.F. Square Feet

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SQ Staked Quantities S.Y. Square Yard

WCLIB West Coast Lumber Inspection Bureau WWPA Western Wood Products Association WWPI Western Wood Preservers Institute

1 Slope notation (vertical: horizontal). For slopes flatter than 1:1, express the slope as the ratio of one unit vertical to a number of units horizontal. For slopes steeper than 1:1, express the slope as the ratio of a number of units vertical to one unit horizontal.

2.4 DEFINITIONS

A. 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:

1. Barriers. A fence or other obstacle that prevents movement or access.

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

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

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

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

6. Bridge. A trail structure, including supports, erected over a depression or obstruction such as a body of water, a road, a trail, or a railroad that provides a continuous pathway and that has a deck for carrying traffic or other loads.

7. 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.

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

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

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

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

12. 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.

13. Culvert. Any structure with a bottom, regardless of the fill depth, the depth of invert, or the presence of a horizontal driving surface, or any bottomless (natural channel) structure with footings that does not have wheel loads in direct contact with the top of the structure.

14. Curb. A border defining the edge of the trail or trail bridge.

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

16. 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.

17. Drawings. Design sheets or fabrication, erection, or construction details submitted to the Government by the Contractor according to FAR Clause 52.236-21 Specifications and Drawings for Construction. Also refers to submissions and submittals.

18. Duff. Organic material overlying rock or mineral soil.

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

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

21. Falsework. Temporary construction work on which a main work is wholly or partly built and supported until the main work is strong enough to support itself.

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

23. Full Bench. Trailbed constructed entirely on undisturbed material.

24. Gabion Basket. Rectangular wire baskets filled with rock used as pervious, semiflexible building blocks for slope and foundation stabilization.

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

26. Hazard Tree. An unstable tree that is likely to fall across the trail.

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

28. Inslope. Where the trails tread is sloped downward toward the backslope.

29. Leave Tree. Trees designated to be left or to remain undisturbed after trail construction.

30. Mineral Soil. Soil or aggregate that is free from organic substances and contains no particles larger than 2 inches at their greatest dimension.

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

32. Plans. The contract plans furnished by the Government showing the location, type, dimensions, and details of work.

33. Retainers. Embedded border of wood or rock used to retain fill and/or surface material.

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

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

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

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

38. Standard Plans. Detailed plans approved for repetitive use and included as part of the plans.

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39. Standard Specifications. The Standard Specifications for Construction of Trails on Federal Projects approved for general application and repetitive use.

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

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

42. 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.

43. Trailbed. The finished surface on which base course or surfacing may be constructed. For trails without surfacing the trailbed is the tread.

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

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

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

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

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

PART 3 – ACCIDENT PREVENTION

3.1 DESCRIPTION

A. This section consists of establishing an effective accident prevention plan and providing a safe environment for personnel and visitors.

3.2 SUBMITTALS

A. Accident Prevention Plan: Before on-site work begins, submit a company approved accident prevention plan. This plan will be posted in the contract file. Design the plan to address Federal, State, and Local Occupational Safety and Health requirements that apply to this project. No progress payments will be processed until the plan is received. As a minimum the plan shall include:

1. Name, position title and contact information of company executive responsible for approving the Accident Prevention Plan.

2. Name and contact information of supervisor responsible to carry out the plan.

3. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to ensure property protection and safety of the public, government personnel, and the Contractor's employees. Identify the work included under each phase by reference to specification section or division numbers.

4. Contingency plans for emergency situations such as medical, fire, hazard material spills and other contract assessed hazard prevention and abatement requirement needs that apply to this project.

B. Certificates: Provide certificates from a mechanic that all mechanical equipment has been inspected and meets OSHA requirements.

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C. Submit a copy of test reports, as required by OSHA, for personnel working with hazardous materials.

D. Submit a brief report of safety meetings and of inspections.

E. Upon request, submit proof of employees' qualifications to perform assigned duties in a safe manner.

3.3 QUALITY ASSURANCE

A. Clauses entitled "Accident Prevention" and "Permits and Responsibilities" of the General Provisions: In case of conflicts between Federal, state, and local safety and health requirements, the most stringent shall apply. Equipment or tools not meeting OSHA requirements will not be allowed on the project sites. Failure to comply with the requirements of this section and related sections may result in suspension of work.

B. Qualifications of Employees: Ensure employees are physically qualified to perform assigned duties in a safe manner.

3.4 ACCIDENT REPORTING

A. Reportable Accidents: A reportable accident is defined as death, occupational disease, traumatic injury to employees or the public, property damage by accident in excess of $100, and fires. Within 7 calendar days of a reportable accident, fill out and forward to the CO a CA-1 form, which may be obtained from CO.

B. All Other Accidents: Report all other accidents to the CO as soon as possible and assist the CO and other officials as required in the investigation of the accident.

3.5 FIRST AID FACILITIES

A. Provide adequate facilities for the number of employees and the type of construction at the site.

3.6 PERSONNEL PROTECTIVE EQUIPMENT

A. Meet requirements of NIOSH, MSHA, and ANSI where applicable.

B. Inspect personal protective equipment daily and maintain in a serviceable condition.

Clean, sanitize, and repair, as appropriate, personal items before issuing them to another individual.

C. Inspect and maintain other protective equipment and devices before use and on a periodic basis to ensure safe operation.

3.7 EMERGENCY INSTRUCTIONS

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A. Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site.

3.8 SAFETY MEETINGS

A. As a minimum, conduct weekly 15-minute "toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by all construction personnel at the worksite.

3.9 HARD HATS AND PROTECTIVE EQUIPMENT AREAS

A. The CO will designate a hard hat area. Post the hard hat area in a manner satisfactory to the CO.

B. It is the Contractor's responsibility to require all those working on or visiting the site to wear hard hats and other necessary protective equipment at all times. As a minimum, provide two hard hats for use by visitors. Change liners before reissuing hats.

3.10 TRAINING

A. First Aid: Provide adequate training to ensure prompt and efficient first aid.

B. Hazardous Material: Train and instruct each employee exposed to hazardous material in safe and approved methods of handling and storage. Hazardous materials are defined as explosive, flammable, poisonous, corrosive, oxidizing, irritating, or otherwise harmful substances that could cause death or injury.

PART 4 – SUBMITTAL PROCEDURES

4.1 DESCRIPTION

A. This section includes administrative and procedural requirements for submittals.

B. Submittals may be rejected for not complying with requirements.

4.2 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Contracting Officer’s (CO's) responsive action.

B. Informational Submittals: Written information that does not require CO's approval.

4.3 PROCEDURES

A. Submittal Register: Contractor shall provide submittal register which identifies all required submittals listed in specifications for review by CO prior to submission of any other submittals.

B. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on CO's receipt of submittal.

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1. Initial Review: Allow 10 working days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed for coordination.

2. If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Allow 10 working days for processing each re-submittal.

4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

C. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space approximately 2 by 3 inches on label or beside title block to record

Contractor's review and approval markings and action taken by CO.

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

h. Other necessary identification.

D. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

E. Additional Copies: Unless additional copies are required for final submittal, and unless CO observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

F. Use for Construction: Use only final submittals with mark indicating action taken by CO in connection with construction.

G. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to CO.

H. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

I. CO will not review submittals that do not bear Contractor's approval stamp and will return them without action.

J. Submittals not required by the Contract Documents will not be reviewed and may be discarded.

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4.4 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

1. Number of Copies: Submit four copies of each submittal, unless otherwise indicated.

CO will return two copies. Mark up and retain one returned copy as a Project Record Document.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Compliance with recognized trade association standards.

g. Compliance with recognized testing agency standards.

4.5 INFORMATIONAL SUBMITTALS

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Number of Copies: Submit two copies of each submittal, unless otherwise indicated.

CO will not return copies.

2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

B. Contractor's Construction Schedule: Provide a construction schedule that incorporates the full contract period.

C. Cost Breakdown: Following award provide a cost breakdown schedule listing main types of work with associated costs for each bid item in CSI format.

PART 5 – ENVIRONMENTAL PROTECTION

5.1 DESCRIPTION

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A. General: This section consists of general procedural requirements governing environmental protection and erosion and sedimentation control.

1. Pactola Reservoir is the primary source of drinking water for Rapid City, South

Dakota.

2. Contractor shall take all necessary measures to prevent spills, releases, sediment, and debris from entering Pactola Reservoir.

5.2 ENVIRONMENTAL PROTECTION

A. Provide protection, operate temporary facilities, and conduct construction as required to comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

5.3 TEMPORARY EROSION AND SEDIMENTATION CONTROL

A. Comply with requirements of EPA Construction General Permit or authorities having jurisdiction, whichever is more stringent and requirements of Section 311000 “Site Clearing.” Do we tell the contractor what we expect, or expect them to figure out what they need to control erosion? Where is this paid for?

B. Provide measures to prevent soil erosion and discharge of soil-bearing water runoff and airborne dust to Pactola Reservoir and undisturbed areas and adjacent walkways, according to erosion and sedimental control drawings and requirements of EPA Construction General Permit or authorities having jurisdiction, whichever is more stringent.

1. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross tree- or plant-protection zones.

2. Inspect, repair, and maintain erosion- and sedimentation-control measures during construction until permanent vegetation has been established.

3. Clean, repair, and restore adjoining properties and roads affected by erosion and sedimentation from Project site during the course of Project.

5.4 STORMWATER CONTROL

A. Comply with requirements of authorities having jurisdiction.

B. Provide barriers in and around excavations and subgrade construction to prevent flooding by runoff of stormwater from heavy rains.

PART 6 – EXECUTION REQUIREMENTS

6.1 DESCRIPTION

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A. This section consists of general procedural requirements governing execution of the Work including, but not limited to, the following:

1. General installation of products.

2. Progress cleaning.

3. Protection of installed construction.

4. Correction of the Work.

6.2 PREPARATION

A. Field Measurements: Take field measurements as required to fit the Work properly.

B. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to CO.

Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents.

6.3 INSTALLATION

A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. Make vertical work plumb and make horizontal work level.

B. Comply with manufacturer's written instructions and recommendations for installing products.

C. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous.

6.4 PROGRESS CLEANING

A. General: Clean Project site and work areas daily, including common areas. Dispose of materials lawfully.

1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris.

2. Do not hold materials more than 7 days during normal weather or 3 days if the temperature is expected to rise above 80 deg F (27 deg C).

3. Containerize hazardous and unsanitary waste materials separately from other waste.

Mark containers appropriately and dispose of legally, according to regulations.

B. Site: Maintain Project site free of waste materials and debris.

C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work.

D. Waste Disposal: Burying or burning waste materials on-site will not be permitted.

Washing waste materials down sewers or into waterways will not be permitted.

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E. Parking Area: Contractor shall be responsible for keeping the parking lot and pathways to Trail, toilet building, and information boards clear of dirt, mud, debris and waste materials.

F. Toilet Building: Contractor shall be responsible for cleaning and maintenance of toilet during the Contract Period of Performance.

6.5 PROTECTION OF INSTALLED CONSTRUCTION

A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion.

6.6 CORRECTION OF THE WORK

A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.

1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment.

PART 7 – CLOSEOUT PROCEDURES

7.1 DESCRIPTION

A. This section consists of administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Inspection procedures.

2. Project Record Documents.

3. Final cleaning.

7.2 SUBSTANTIAL COMPLETION

A. Definition of Substantial Completion: The Date certified by the Contracting Officer when construction is sufficiently complete, in accordance with the Contract Documents, so the Government can occupy or utilize the Work or designated portion thereof for the use for which it is intended, as expressed in the Contract Documents.

B. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request.

1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.

2. Advise Contracting Officer (CO) of pending insurance changeover requirements.

3. Submit specific warranties, workmanship bonds, final certifications, and similar documents.

4. Obtain and submit releases permitting Government unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.

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5. Prepare and submit Project Record Documents, operation and maintenance manuals, Final Completion construction photographs and photographic negatives, and similar final record information.

6. Deliver tools, spare parts, extra materials, and similar items to location designated by Contracting Officer. Label with manufacturer's name and model number where applicable.

7. Complete startup testing of systems.

8. Submit changeover information related to Government occupancy, use, operation, and maintenance.

9. Complete final cleaning requirements, including touchup painting.

10. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.

C. Inspection: Submit a written request for inspection for Substantial Completion at least 24 hours before inspection is needed. On receipt of request, CO will either proceed with inspection or notify Contractor of unfulfilled requirements. CO will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by CO, that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

2. Results of completed inspection will form the basis of requirements for Final Completion.

7.3 FINAL COMPLETION

A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following:

1. Submit certified copy of CO’s Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by CO. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

2. Submit evidence of final, continuing insurance coverage complying with insurance requirements.

3. Instruct Government personnel in operation, adjustment, and maintenance of products, equipment, and systems.

B. Inspection: Submit a written request for final inspection for acceptance at least 24 hours before inspection is needed. On receipt of request, CO will either proceed with inspection or notify Contractor of unfulfilled requirements. CO will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

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7.4 LIST OF INCOMPLETE ITEMS (PUNCH LIST)

A. Preparation: Submit three copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction.

7.5 PROJECT RECORD DOCUMENTS

A. General: Do not use Project Record Documents for construction purposes. Protect Project Record Documents from deterioration and loss. Provide access to Project Record Documents for CO's reference during normal working hours.

B. Record Drawings: Maintain and submit one set of blue- or black-line white prints of Contract Drawings and Shop Drawings.

1. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked-up Record Prints.

a. Give particular attention to information on concealed elements that cannot be readily identified and recorded later.

b. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations.

2. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location.

3. Note Construction Change Directive numbers, Change Order numbers, alternate numbers, and similar identification where applicable.

4. Identify and date each Record Drawing; include the designation "PROJECT

RECORD DRAWING" in a prominent location. Organize into manageable sets;

bind each set with durable paper cover sheets. Include identification on cover sheets.

7.6 OPERATION AND MAINTENANCE MANUAL

A. Due to the nature of the Veterans Point Trail Rehabilitation project, Operation and Maintenance Manual is not required

7.7 FINAL CLEANING

A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

B. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

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C. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project:

1. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances.

2. Remove tools, construction equipment, machinery, and surplus material from Project site.

3. Touch up and otherwise repair and restore marred, exposed finishes and surfaces.

Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration.

D. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Government property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully.

END OF SECTION 010150

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GAOA PROJECT DEFINITION OF CONTRACT ITEMS

VETERANS POINT TRAIL REHABILITATION MEASUREMENT AND PAYMENT

SECTION 010250

DEFINITION OF CONTRACT ITEMS

AND MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 SUMMARY

A. The intent of this section is to explain, in general, what is and what is not included in a contract item; the limits or cut-off points where one item ends and another begins; and method of measurements and basis of payment for work items listed in the Schedule of Items.

B. Work: Furnishing all labor, materials, equipment, and other incidentals necessary to successfully complete the project or any portion of it and carrying out all duties and obligations imposed by the contract on the Contractor.

C. Payment: For each individual item listed here and in the Schedule of Items, payment shall be full compensation for all work related to the particular item in accordance with these specifications and as shown on the drawings.

D. Measurement and payment for contract work shall be made only for and under those pay items included in the SCHEDULE OF ITEMS. All other work and materials shall be considered incidental or as included in the payment for items shown.

1.2 UNITS OF MEASUREMENT

A. Payment shall be by units defined and determined according to U.S. Standard measure and by the following:

1. Each: One entire unit. Measure the actual…