B08_140P1426R0003_Attachment_2_GRTE-314711-Taggart_Specifications_stamped.pdf

GRAND TETON

NATIONAL PARK

TAGGART LAKE AREA RENEWAL

GRAND TETON NATIONAL PARK,

WYOMING GRTE

PMIS NO. 314711

CONSTRUCTION DOCUMENT SPECIFICATIONS

NATIONAL PARK SERVICE

GRAND TETON NATIONAL PARK

FOUNDATION

DECEMBER 2025

Taggart Lake Area Renewal Specifications 12/29/2025

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00

01 27 00 01 31 00 01 32 16 01 32 33 01 33 23

SUMMARY OF WORK

DEFINITION OF CONTRACT LINE ITEMS

PROJECT MANAGEMENT AND COORDINATION

CONSTRUCTION SCHEDULE

PHOTO DOCUMENTATION

SUBMITTAL PROCEDURES

01 35 13.05 ENVIRONMENTAL PROTECTION

01 35 13.22 ARCHAEOLOGICAL PROTECTION

01 35 23 SAFETY REQUIREMENTS

01 40 00 QUALITY REQUIREMENTS

01 42 00 REFERENCE STANDARDS

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 57 19.12 NOISE & ACOUSTICS MANAGEMENT

01 57 23 TEMPORARY STORM WATER POLLUTION PREVENTION (SWPP)

01 67 00 PRODUCT REQUIREMENTS

01 73 40 EXECUTION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE (O&M) DATA

DIVISION 1 SUPPLEMENTAL DOCUMENTS (ATTACHED AFTER EACH

SPECIFICATION SECTION)

• Hot Work Permit (01 31 00)

• CM-16 Transmittal Form Template (01 33 23)

• Construction Management Representative & Contractor Quality Control Daily Report (01 40 00)

• Accessibility Inspection Report (01 40 00)

• Project Waste Management Plan Worksheet Sample (01 74 19)

DIVISION 02 – EXISTING CONDITIONS

02 01 00 MAINTENANCE OF EXISTING CONDITIONS

02 41 00 DEMOLITION AND SALVAGE

DIVISION 03 – CONCRETE

03 05 05 CONCRETE TESTING AND INSPECTION

03 20 00 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

03 31 00 CONCRETE FOR SITE IMPROVEMENTS

03 35 00 CONCRETE FINISHING FOR SIDEWALKS

03 46 20 PRECAST CONCRETE VAULTS

03 60 00 GROUTING

DIVISION 09 – FINISHES

09 90 00 PAINTING AND COATING

DIVISION 10 – SPECIALTIES

10 14 53 TRAFFIC & WAYFINDING SIGNAGE

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 21 PRE-FABRICATED CONCRETE BUILDINGS

DIVISION 26 – ELECTRICAL

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND

CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

26 05 44 SLEEVES AND SEALS FOR ELECTRICAL RACEWAYS AND

CABLING

26 05 53 IDENTIFICATION FOR ELECTRICAL RACEWAYS AND

CABLING

26 09 23 LIGHTING CONTROL DEVICES

26 24 16 PANELBOARDS

26 27 26 WIRING DEVICES

26 43 13 TRANSIENT-VOLTAGE SUPPRESSION FOR LOW VOLTAGE

ELECTRICAL

26 51 00 LIGHTING FIXTURES

DIVISION 27 – COMMUNICATIONS

27 13 23 COMMUNICATIONS OPTICAL FIBER BACKBONE CABLING

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 20 00 VIDEO SURVEILLANCE

DIVISION 31 – EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING & GRUBBING

31 14 00 EARTH STRIPPING AND STOCKPILING

31 21 00 TRENCH EXCAVATION AND BACKFILL FOR PIPELINES AND

APPURTENANT STRUCTURES

31 25 00 SOIL EROSION AND SEDIMENT CONTROL

31 32 19 GEOTEXTILES

31 37 00 ROCK RIPRAP

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 00 00 TREE PROTECTION

32 11 23 AGGREGATE BASE COURSE

32 11 24 FILTERPAVE POROUS PAVEMENT SYSTEM

32 12 13 ASPHALT TACK COAT

32 12 16 ASPHALT CONCRETE PAVEMENT

32 13 73 CONCRETE PAVING JOINT SEALANTS

32 16 23 CONCRETE SIDEWALK

32 17 23 PAVEMENT MARKINGS

32 17 26 DETECTABLE WARNING PANELS

32 31 29 WOOD FENCES AND GATES

32 33 00 LANDSCAPING AND SITE FURNISHINGS

32 84 00 PLANTING IRRIGATION

32 91 13 TOPSOILING AND FINISH GRADING

32 92 00 REVEGETATION

DIVISION 33 – UTILITIES

33 01 10 DISINFECTION OF WATER UTILITY PIPING SYSTEM

33 05 26 UTILITY LINE MARKING

33 12 13 WATER DISTRIBUTION SYSTEM APPURTENANCES

33 31 23 FUSIBLE HDPE PIPE AND FITTINGS

33 41 00 CULVERTS

GRTE 314711 01 11 00 - 1

SUMMARY OF WORK

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes the following:

1. Work Covered by Contract Documents

2. Work Phases

3. Work Under Other Contracts

4. Government-Furnished Materials

5. Construction Contractor Use of Site

6. Public Use of Site

7. Conduct of Operations

8. Work Restrictions

9. Special Construction Requirements

10. Soils Investigation Report

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Taggart Lake Parking Lot and Trailhead Area and Cottonwood Creek Picnic Area, Grand Teton National Park (GRTE, Park), Teton County, Wyoming. The Park entrance is located on Teton Park Road, northwest of US HWY 89 near Moose, Wyoming. The Taggart Lake Parking Lot and Trailhead Area are accessed by Teton Park Road, approximately 4.8 miles northwest of Moose, WY. The Cottonwood Creek Picnic Area is approximately 5.2 miles northwest of Moose, WY, or 0.4 miles northeast of the Taggart Lake Parking Lot.

B. The National Park Service has expressed a desire to improve these well-used areas and increase the parking capacity and accessibility. The Work consists of:

1. Demolition and restoration of the existing Taggart Lake parking lot and trailhead area.

2. Construction of a new Taggart Lake parking lot, access road, multi-use path, and trailhead area.

3. Restoration of portions of the existing Taggart Lake trail.

4. Construction of electrical and water service utility infrastructure.

5. Demolition and replacement of portions of the Cottonwood Creek Picnic area.

C. Project will be constructed under a single prime contract.

1.3 WORK PHASES

A. The Work shall be conducted in two phases and within two construction seasons. See the temporary traffic control plan phases in the drawings.

B. A winter shutdown is anticipated from November 15th to May 1st.

C. See Subsection 1.7 for allowable closures and public access to the site.

GRTE 314711 01 11 00 - 2

SUMMARY OF WORK

1.4 WORK UNDER OTHER CONTRACTS

A. General: Cooperate with separate Construction Contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate Work of this Contract with work performed under separate contracts.

B. Concurrent Work: Government has awarded separate contract(s) for the following construction operations at Project site. Those operations will be conducted simultaneously with work under this Contract.

1. Stone dry stack walls: A separate contract will be awarded for construction the stone dry stack walls located within the Taggart Trailhead area, anticipated May-June 2027.

a. The contractor shall provide 80 hours of an operator and front loader and 160 hours of an operator and excavator to assist the stone dry stack wall contractor.

b. The contractor shall provide removal and disposal of approximately 2 tons of scrap/unused stone and packaging materials from mason.

2. WY NPS GRTE 2020(1) & WY NP GRTE 11(1), Moose Wilson Road Phase 2 and Teton Park Road – Moose to Taggart Lake Trailhead: A separate contract will be awarded for the roadway reconstruction, grading, aggregate, asphalt pavement, and minor concrete placement. While Moose Wilson Road is outside the Taggart Lake Trailhead project limits, it does impact ingress and egress into Grand Teton National Park near Moose Entrance.

3. 4LF – Phase I – Wastewater – A separate contract will be awarded.

1.5 GOVERNMENT-FURNISHED MATERIALS

A. In case of Government -furnished materials:

1. Except where noted otherwise, the Government will arrange and pay for delivery of Government-furnished items according to Construction Contractor's Construction Schedule.

2. Construction Contractor is responsible for initial inspection, receiving, unloading, and handling Government-furnished items at Project site.

3. Government will inspect delivered items for damage after delivery. Construction Contractor shall be present for and assist in Government's inspection.

4. Government will arrange for replacement if Government-furnished items are damaged, defective, or missing.

5. Construction Contractor is responsible for protecting Government-furnished items from damage during storage and handling, including damage from exposure to the elements.

6. If Government-furnished items are damaged as a result of Construction Contractor 's operations, Construction Contractor shall repair or replace them.

7. Construction Contractor shall install and otherwise incorporate Government-furnished items into Work.

B. Government-Furnished Materials:

1. The Government will provide four (4) wayside interpretive panels (panels only) to the Contractor on-site at no expense to the Contractor. All labor and equipment for installing the signage is the responsibility of the contractor.

GRTE 314711 01 11 00 - 3

SUMMARY OF WORK

2. The Government will provide a boulder and a bronze discovery spot disc to the Contractor on-site at no expense to the Contractor. All labor and equipment for loading at Beaver Creek, hauling and installing the boulder is the responsibility of the Contractor. All labor and equipment for installing the bronze disc is the responsibility of the contractor.

3. The Government will provide a boulder and donor recognition plaque to the Contractor at no expense to the Contractor. All labor and equipment for loading at RKO Pit, hauling and installing the boulder is the responsibility of the Contractor. All labor and equipment for installing the bronze plaque is the responsibility of the Contractor.

4. The Government will provide a Taggart trailhead upright map (panel only) to the Contractor on-site at no expense to the Contractor. All labor and equipment for fabricating and installing the map framing is the responsibility of the contractor.

5. The Government will provide a triple panel sign to the Contractor on-site at no expense to the Contractor. All labor and equipment for installing the sign framing is the responsibility of the contractor.

6. The Government will provide seed (5 acres reveg. Estimated) and live plants to the Contractor on-site at no expense to the Contractor. All labor and equipment for reseeding the site and establishing live plants is the responsibility of the Contractor. The Contractor is responsible for watering. See Section 32 92 00.

7. The Government will provide (5) XT Series 6 Foot Wheelchair Accessible tables to the Contractor on-site at no expense to the contractor. All labor and equipment for installing the tables is the responsibility of the contractor.

1.6 CONSTRUCTION CONTRACTOR USE OF SITE

A. General: Construction Contractor shall have limited use of site for construction operations. Limit use of premises to within the Construction limits indicated on drawings. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine constructions operations to the areas indicated on the drawings and approved by the Contracting Officer’s Representative prior to the start of the construction.

2. Limit site disturbance, including earthwork and clearing of vegetation, to the disturbance areas indicated on the drawings.

B. Storage of Materials: Confine storage of materials to the existing Taggart Lake Parking Lot as shown on the plans.

C. Parking: Confine parking to the existing Taggart Lake Parking Lot as shown on the plans.

D. Stockpiling: Confine stockpiling to the existing Taggart Lake Parking Lot as shown on the plans.

E. Preservation of Natural Features:

1. Park will flag any plants to be protected in place within the marked construction limits.

2. Provide temporary barriers to protect existing trees and plants and root zones for flagged vegetation to be protected in place.

3. Do not fasten ropes, cables, or guys to existing trees.

4. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.

GRTE 314711 01 11 00 - 4

SUMMARY OF WORK

F. Driveways and Entrances: Keep one lane of Teton Park Road clear and available to Government employees, and emergency vehicles at all times. Do not use for parking or storage of materials.

1. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

G. Construction Camp: Establishment of a camp within park will not be permitted.

H. Hauling Restrictions: Comply with legal load restrictions on hauling of materials. Load restrictions on park roads are identical to state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve Construction Contractor of liability for damage which may result from moving of equipment

I. Pedestrian and/or Vehicular Traffic Control: Provide a traffic control plan for CO review, comment and acceptance if the project impedes, alters or affects the existing pedestrian and/or vehicular traffic.

Products and procedures to be in accordance with Specification 015000-3.3.B Traffic Controls.

Contractor may utilize a proposed site plan or similar to indicate traffic control measures.

1. Contractor shall cordon off with stanchions or flagging work areas that are publicly accessible.

2. This includes but is not limited to delineating the closure of Taggart Lake Trailhead area and the parking along the Teton Park Roadway. The contractor shall clearly delineate that parking is not permitted to park from Cottonwood Picnic Area to the bump-out south of the Taggart Lake Trailhead parking. This visitor delineation will require more than signs alone and cones and/or physical barriers are required along the roadway. The maintenance of these traffic control devices shall be maintained by the contractor.

1.7 PUBLIC USE OF SITE

A. The Park will be open to the public during construction. Taggart Lake parking lot must remain open to the public in 2026. Cottonwood Picnic Area may be closed from May 1, 2026 until November 15, 2026. Taggart Trailhead and the first ½ mile of trail will be closed to visitors during construction from May 1, 2027 to November 15, 2027. Active work shall occur during area closures.

B. Construction Contractor shall conduct his operations to ensure the least inconvenience to public.

Single lane road closures of Teton Park Road are permitted. See Subsection 1.11 for allowable closures.

C. Public shall be allowed access to the site during the winter months from November 16th to April 30th.

The existing Taggart parking lot must be open to the public in 2026. The new Taggart parking lot and access road (up to STA:6+00, excluding the drop-off loop) must be completed by November 15th

2027.

1.8 CONDUCT OF OPERATIONS

A. Construction Contractor shall conduct his operations in conformance with rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by Park Superintendent.

GRTE 314711 01 11 00 - 5

SUMMARY OF WORK

B. Work on Saturdays, Sundays, Federal holidays or at night may not be performed unless stated in the Work Restrictions below or without prior consent from the Contracting Officer. Submit requests 2 business days in advance of the work to the Contracting Officer for approval.

C. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.

1.9 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall generally be performed during normal business working hours of 8 a.m. to 5 p.m., Monday through Friday, except when otherwise indicated.

1. Work is permitted 30 minutes after sunrise and 30 minutes before sunset from May 1st to May 14th and from July 1st to September 1st.

2. Work using heavy equipment is permitted between 9 a.m. and 3 p.m. with other work permitted between 8 a.m. and 5 p.m. from May 15th to June 30.

3. Work is permitted between 8 a.m. and 6 p.m. from September 1st to November 15th.

4. Weekend Hours: Requires Contracting Officer’s Approval.

5. Early Morning Hours: Requires Contracting Officer’s Approval.

6. Holiday work is not permitted.

7. Work on Taggart Trail is permitted after July 1.

B. Existing Utilities

1. Existing Utilities: Notify Contracting Officer’s Representative and utility companies of proposed locations and times for excavation.

2. Construction Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.

3. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made in accordance with the Changes clause of the contract.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Contracting Officer not less than two business days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Contracting Officer’s Representative’s written permission.

3. Hours and length of Utility Shutdowns: Shall be approved by the Contracting Officer’s Representative.

1.10 SPECIAL CONSTRUCTION REQUIREMENTS

A. Seasonal Closure of Teton Park Road: The Teton Park Road is closed November 1st to April 30th from Taggart Lake Trailhead to Signal Mountain Lodge. It is not available for construction work during this time because of the heavy visitor use.

GRTE 314711 01 11 00 - 6

SUMMARY OF WORK

B. Traffic Delays on Teton Park Road: Construction-related traffic delays are anticipated on Teton Park Road during 2026 and 2027 between May 1st and November 15th. These traffic delays will begin at the Moose junction on Teton Park Road. See below for estimated traffic delay durations.

5/1 – 6/19 6/19 – 9/7 9/7 – 11/15 11/15 – 5/1

20 Min 5-20 Min* 20 Min No Delay

5/1 – 6/19 6/19 – 9/6 9/6 – 11/15 11/15 – 5/1 5 Min 5 Min 5 Min No Delay *A two-week closure is anticipated between 6/19 – 9/7, 2026.

1.11 SOILS INVESTIGATION REPORT

A. A formal soils investigation report is not provided for this project.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

GRTE 314711 01 27 00 - 1

DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 27 00 – DEFINITION OF CONTRACT LINE ITEMS

PART 1 - PART 1 - GENERAL

1.1 SUMMARY

A. Section explains in general what is and is not included in a contract line item, and limits or cut-off points where one item ends and another begins.

B. If no contract line item exists for a portion of work, include costs in a related item.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 LIST OF CONTRACT LINE ITEMS

A. Contract Line Item Number 1 – Taggart Trailhead – Access Road, Parking Lot, and Multi-Use Path

1. This item consists of all work associated with the construction of the access road, parking lot and multi-use pathway including demolition of the existing parking lot, trailhead and multi-use pathway, site preparation, earthwork, and pavement construction.

2. Measurement for payment will be on a lump sum basis as a single item of work.

3. Payment will be made at the contract lump sum price.

B. Contract Line Item Number 2 – Taggart Trailhead – Trailhead Plaza and Perimeter Pathway

1. This item consists of work associated with the trailhead plaza and perimeter pathway including site clearing, preparation, earthwork and pavement construction. This item includes all site improvements and furnishings associated with the trailhead plaza and perimeter pathway.

2. Measurement for payment will be on a lump sum basis as a single item of work.

3. Payment will be made at the contract lump sum price.

C. Contract Line Item Number 3 – Taggart Trailhead – Buildings

1. This item consists of the demolition of the existing vault toilet at the Taggart trailhead area and the installation of the proposed custom concrete block vault restroom buildings.

2. Measurement for payment will be on a lump sum basis as a single item of work.

3. Payment will be made at the contract lump sum price.

D. Contract Line Item Number 4 – Taggart – Trail to Bridge

1. This item consists of construction of the Taggart trail including earthwork, paving of the trail, and removal and stockpiling of boulders.

2. Measurement for payment will be on a lump sum basis as a single item of work.

3. Payment will be made at the contract lump sum price.

GRTE 314711 01 27 00 - 2

DEFINITION OF CONTRACT LINE ITEMS

E. Contract Line Item Number 5 – Service Utility Infrastructure

1. This item consists of trench excavation and construction of electrical, communication, and potable water service utilities.

2. Measurement for payment will be on a lump sum basis as a single item of work.

3. Payment will be made at the contract lump sum price.

F. Contract Line Item Number 6 – Restoration and Revegetation

1. This item consists of restoration work associated with the existing Taggart Lake parking lot, trailhead, and trail, including scarification of the demolished areas and placement of topsoil.

Direct transplant of select trees, shrub and tree planting, seeding, and irrigation are included in this item.

2. Measurement for payment will be on a lump sum basis as a single item of work.

3. Payment will be made at the contract lump sum price.

G. Contract Line Item Number 7 – Mobilization and Site Specific General Requirements

1. This item consists of mobilization and all site specific general requirements including all project management, coordination and quality control activities associated with work at both the Taggart and Cottonwood Creek Sites.

2. Measurement for payment will be on a lump sum basis as a single item of work.

3. Payment will be made at the contract lump sum price.

H. Contract Line Item Number – Support of Drystacked Stone Wall

1. This item consists of labor and equipment support for the contractor building the drystacked stone walls.

2. Measurement for payment will be per hour.

3. Payment will be made at the contract per hour price.

I. Option A – Cottonwood Creek Picnic Area

1. This item consists of all work associated with the demolition, grading, and reconstruction of the existing parking lot and picnic area at Cottonwood Creek.

2. Measurement for payment will be on a lump sum basis as a single item of work.

3. Payment will be made at the contract lump sum price.

J. Option B – Teton Park Road Signing and Striping

1. This item consists of all work associated with the signing and striping of Teton Park Road adjacent to the Taggart Lake Trailhead Parking Area.

2. Measurement for payment will be on a lump sum basis as a single item of work.

3. Payment will be made at the contract lump sum price.

END OF SECTION 01 27 00

GRTE 314711 01 31 00 - 1

PROJECT MANAGEMENT AND COORDINATION

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Definitions

2. Construction Coordination

3. Submittals

4. Coordination Drawings

5. Requests for Information (RFIs)

6. NPS Project Management and Communication Software

7. Project Meetings

8. Environmental Coordination

9. Permits

B. Related Requirements:

1. Section 01 32 16 "Construction Schedule" for preparing and submitting Construction Contractor’s construction schedule.

2. Section 01 73 40 "Execution" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

3. Section 01 77 00 "Closeout Procedures" for coordinating closeout of the Contract.

1.2 DEFINITIONS

1. Agency with Jurisdiction

2. Construction Permits – Contractor Provided

3. Government Furnished Permits

1.3 CONSTRUCTION COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, which depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components with other Construction Contractors to ensure maximum accessibility for required maintenance, service, and repair.

3. Make provisions to accommodate items scheduled for later installation.

http://www.nps.gov/dscw/definitionsdc_a.htm http://www.nps.gov/dscw/definitionsdc_c.htm http://www.nps.gov/dscw/definitionsdc_g.htm

GRTE 314711 01 31 00 - 2

PROJECT MANAGEMENT AND COORDINATION

4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of components, including mechanical and electrical.

5. Properly plan construction operations to include permit requirements. Allow enough time to execute permit provisions to maintain work schedule, site visits, inspections, and reporting deadlines.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other Construction Contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to:

1. Preparation of Construction Contractor Construction Schedule

2. Preparation of the Schedule of Values

3. Installation and removal of temporary facilities and controls

4. Delivery and processing of submittals

5. Progress meetings

6. Permit requirements

7. Pre-installation conferences

8. Project closeout activities

9. Commissioning activities

1.4 SUBMITTALS

A. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities.

1. Content: Project-specific information, drawn accurately to scale. Do not base Coordination Drawings on reproductions of Contract Documents or standard printed data. Include following information, as applicable:

2. Indicate functional and spatial relationships of components of civil and electrical systems.

3. Indicate dimensions shown on Contract Drawings and make specific note of dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements.

Provide alternate sketches to Contracting Officer (CO) for resolution of such conflicts.

4. Indicate space requirements for routine maintenance and anticipated replacement of components during the life of the installation.

5. Show location and size of access doors required for access to concealed dampers, valves, and controls.

6. Indicate required installation sequences.

7. Refer to individual Sections for Coordination Drawing requirements for Work in those

Sections.

8. Follow NPS DSC Electronic Drawing Standards. See CAD/BIM (Computer Aided

Design/Building Information Modeling) & Drafting Standards page > DSC Requirements section.

B. Coordination Drawing Organization: Organize coordination drawings as follows:

https://www.nps.gov/dscw/ds-cad-bim-drafting.htm https://www.nps.gov/dscw/ds-cad-bim-drafting.htm

GRTE 314711 01 31 00 - 3

PROJECT MANAGEMENT AND COORDINATION

1. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of plumbing and electrical equipment.

2. Structural Penetrations: Indicate penetrations and openings required for all disciplines.

3. Plumbing Work:

a. Sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, and support systems.

b. Dimensions of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment.

c. Fire-rated enclosures around ductwork.

4. Electrical Work:

a. Runs of vertical and horizontal conduit 1-1/4 inches in diameter and larger.

b. Light fixture, exit light, emergency battery pack, smoke detector, and other fire- alarm locations.

c. Panel board, switch board, switchgear, transformer, busway, generator, and motor control center locations.

d. Location of pull boxes and junction boxes, dimensioned from column center lines.

5. Review: Contracting Officer will review coordination drawings to confirm Work is being coordinated; details of coordination are Construction Contractor's responsibility. If Contracting Officer determines coordination drawings are not prepared in scope or detail, or are otherwise deficient, Contracting Officer will inform Construction Contractor, who shall make changes and resubmit.

6. Coordination Drawing Prints: Prepare coordination drawing prints according to requirements in Section 01 33 23 "Submittal Procedures."

C. Coordination Digital Data Files: Prepare coordination digital data files according to:

1. File Preparation Format: Same digital data software program, version, and operating system as original Drawings.

2. File Submittal Format: Submit or post coordination drawing files using Portable Document Format (PDF) file format.

3. Contracting Officer will furnish Construction Contractor one set of digital data files (AutoCad.dwg) of Drawings for use in preparing coordination digital data files.

a. Contracting Officer makes no representations as to accuracy or completeness of digital data files as they relate to Drawings.

b. Digital Data Software Program: Drawings are available in AutoCad.dwg.

D. Division 1 documents:

1. Letter designating Project Superintendent

2. Construction Schedule

3. A Comprehensive Schedule of Values

4. Accident Prevention Plan

5. A List of Subcontractors for this project

6. Written statements from Subcontractors certifying compliance with applicable labor standard clauses.

7. Certificates of Insurance and Standard Form SF1413 for Contactor and all Subcontractors

GRTE 314711 01 31 00 - 4

PROJECT MANAGEMENT AND COORDINATION

8. Waste Management Plan

9. Quality Control Plan

10. Temporary Storm Water Pollution Prevention Plan (SWPP and UPPP)

11. Construction Contractor Commissioning Plan

12. Historic Preservation Treatment Plan (HPTP)

13. List of Required Construction Permits. Include the following information for each permit:

a. Name of Permit

b. Agency(ies) with Jurisdiction issuing the permit

c. Information required from Government to complete permit application

E. Provide items listed to Contracting Officer at least one week prior to Pre-Construction Conference, or as directed by Contracting Officer.

1. Failure to submit items may result in:

a. Construction conference may be cancelled, Notice to Proceed may not be issued, and Contracting Officer will consider other contractual remedies.

b. Work shall not commence until written Notice to Proceed has been issued and Certificates of Insurance and SF1413 documents are received for Construction Contractor and all Subcontractors.

1.5 REQUESTS FOR INFORMATION (RFIs)

A. General: Immediately on discovery of the need for additional information or interpretation of Contract Documents, Construction Contractor shall prepare and submit an RFI.

1. Contracting Officer will not respond to RFIs submitted by other entities controlled by Construction Contractor.

2. Coordinate and submit RFIs in a prompt manner to avoid delays in the work.

B. Content of RFI: Include detailed, legible description of item needing information or interpretation and the following:

1. RFI number, numbered sequentially

2. Date

3. RFI subject

4. Specification Section number and title and related paragraphs, as appropriate.

5. Drawing number and detail references, as appropriate.

6. Field dimensions and conditions, as appropriate.

7. Construction Contractor's suggested resolution: If suggested resolution impacts Contract Time or Contract Sum, Construction Contractor shall state impact in RFI.

8. Construction Contractor's signature

9. Requested date for response

10. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop

Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

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C. Contracting Officer’s Action: Contracting Officer will review each RFI, determine action required, and respond. Contracting Officer will determine critical nature of each RFI and issue response accordingly.

1. The following are not considered to be RFIs and will receive no action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for approval of Construction Contractor's means and methods.

d. Requests for coordination information already indicated in Contract Documents.

e. Requests for adjustments in Contract Time or Contract Sum.

f. Requests for interpretation of Architect's actions on submittals.

g. Incomplete RFIs or inaccurately prepared RFIs.

2. Contracting Officer's action may include a request for additional information; time for response will date from time of receipt of additional information.

3. Contracting Officer's action on RFIs may result in need for a change to Contract Time or Contract Sum. All contract changes will be processed following terms and conditions of contract.

1.6 PROJECT MEETINGS

A. Preconstruction Conference: Before start of construction, Contracting Officer will arrange an on-site meeting with Construction Contractor. Meeting agenda will include the following as a minimum:

1. Roles & Responsibilities / Lines of Authority

2. Park rules and regulations

3. Jobsite Safety

4. Resolution of comments on required Division 1 documents

5. Coordination of Subcontractors

6. Labor law application

7. Modifications

8. Payments to Construction Contractor

9. Payroll reports

10. Contract time

11. Liquidated damages

12. Construction Contractor Performance Evaluation

13. Display of Hotline posters

14. Notice to proceed

15. Correspondence procedures

16. NPS project management and communication software

17. Acceptance/rejection of work

18. Progress meetings

19. Submittal procedures

20. NPS Final Accessibility Inspection

21. Environmental requirements

22. Permit requirements

23. As-constructed drawings/operation and maintenance (O&M) manuals.

24. Saturday, Sunday, holiday and night work.

25. Reference materials

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26. Value engineering

27. Schedule of Values

B. Progress Meetings: Contracting Officer will schedule weekly meetings with Construction Contractor.

1. Attendees: In addition to Government Representatives, each Construction Contractor, Subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented. Participants at meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Meeting agenda will include:

a. Approval of minutes of previous meetings

b. Submittal status

c. Review of off-site fabrication and delivery schedules.

d. Requests for information (RFI) and other issues.

e. Modifications

f. Work in progress and projected.

g. Status of required inspections (Special Inspections, Accessibility, etc.)

h. Inspections of work in progress and projected (Special inspections, Accessibility, etc.)

i. Construction Schedule update (provide updated Critical Path Method (CPM)).

j. Status of Project Record Drawings and O&M manuals.

k. Other business relating to work.

l. Permit requirements

C. Preinstallation Conferences: Conduct at Project site before each construction activity that requires coordination with other construction.

1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend meeting. Advise Contracting Officer of scheduled meeting dates.

2. Agenda: Review progress of other construction activities and preparations for particular activity under consideration, including requirements for:

a. Contract Documents

b. Options

c. Related RFIs

d. Related Change Orders

e. Purchases

f. Deliveries

g. Submittals

h. Review of mockups

i. Possible conflicts

j. Compatibility requirements

k. Time schedules

l. Weather limitations

m. Manufacturer's written instructions

n. Warranty requirements

o. Compatibility of materials

p. Acceptability of substrates

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q. Temporary facilities and controls

r. Space and access limitations

s. Regulations of agency(ies) with jurisdiction

t. Testing and inspecting requirements

u. Installation procedures

v. Coordination with other work

w. Required performance results

x. Protection of adjacent work

y. Protection of construction and personnel

3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.

4. Reporting: Distribute minutes of meeting to each party present and to other parties requiring information.

5. Do not proceed with installation if conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of Work and reconvene conference at earliest feasible date.

1.7 ENVIRONMENTAL COORDINATION

A. Construction Contractor’s Environmental Manager: Designate on-site party responsible for overseeing Construction Contractor’s conformance to environmental goals for project and implementing procedures for environmental protection.

1. Qualifications: Minimum 3 years Construction experience on projects of similar size and scope; with environmental procedures similar to this project; familiarity with Environmental Management Systems (EMSs) such as International Organization for Standardization (ISO) 14001; familiar with environmental regulations applicable to construction operations.

2. Responsibilities: Responsibilities shall include:

a. Compliance with applicable Federal, State, and local environmental regulations, including maintaining required documentation.

b. Implementation of Waste Management Plan (WMP).

c. Implementation of Storm Water Pollution Prevention Plan (SWPPP).

d. Present overview of environmental issues and summarize site specific procedures relating to management plans at Preconstruction conference.

e. Training for Construction Contractor personnel in accordance with position requirements.

f. Monitoring and documentation of environmental procedures.

B. Perform project quality control in accordance with requirements specified in Related Sections, including:

1. Quality Requirements

2. Regulatory Requirements

3. Noise and Acoustics Management

4. Temporary Storm Water Pollution Prevention Environmental Management

5. Construction Waste Management

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C. Construction Contractor’s Environmental Training Program: Construction Contractor shall provide environmental training for workers performing work on project site. Training shall include:

1. Overview of environmental issues related to building industry.

2. Overview of environmental issues related to Project.

3. Review of site-specific procedures and management plans:

a. Construction Waste Management

b. Noise and Acoustics Management

c. Temporary Storm Water Pollution Prevention

d. Pollution Prevention (P2) practices: Submit evidence of familiarity with P2 practices.

4. Compliance with environmental regulations: As specified in Regulatory Requirements. Submit Construction Contractor 40 CFR (Code of Federal Regulations) employee training records upon request of Contracting Officer.

D. Provide documentation for environmental procedures as specified herein and in accordance with approved Waste Management Plan, IAQ Management Plan, and Storm Water Pollution Prevention Plan.

1.8 PERMITS

A. General:

1. Permits and Responsibilities: Construction Contractor shall, without additional expense to the Government, be responsible for obtaining necessary licenses and permits, and for complying with Federal, State and municipal laws, codes, and regulations applicable to the performance of the work. Construction Contractor shall also be responsible for damages to persons or property that occur as a result of Construction Contractor’s fault or negligence; and for materials delivered and work performed until completion and acceptance of the work.

2. For the purpose of this contract, Construction Contractor will not be considered an agent of the Government. Construction Contractor shall comply with appropriate Federal, State and local laws.

B. Potential Permits: Permits listed below were identified during the design process as likely to be required based on typical means and methods of construction. The list is provided to assist Construction Contractor in determining which permits will be required for contract’s chosen means and methods. The list shall not be considered complete; it is the Construction Contractors’ responsibility to determine means and methods and obtain required permits. Construction Contractor shall obtain all permits required to legally conduct work.

1. Electrical Utility Hookup – Teton County, WY

a. COUNTY Electrical Temporary Service

b. COUNTY Electrical Low Voltage

2. Wyoming Water Quality Application Permit to Construct – Wyoming Department of Environmental Quality

3. Large Construction General Permit – Wyoming Department of Environmental Quality

4. Hot Work Permit – Grand Teton National Park

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PROJECT MANAGEMENT AND COORDINATION

5. Stormwater Pollution Prevention Permit – Wyoming Department of Environmental Quality

C. Coordination with Agency(ies) with Jurisdiction Issuing Permits

1. Coordination: Contact the Agency(ies) with Jurisdiction as needed and sufficiently in advance to avoid delaying work: Coordinate meetings, reporting requirements, inspections, and other requirements.

D. Administrative Procedures:

1. Coordinate scheduling and timing of required administrative provisions of project permits with Agency(ies) with Jurisdiction, Construction Manager, and Park to avoid conflicts.

2. Supply needed information to Agency(ies) with Jurisdiction issuing permits, pay fees required and provide material needed to comply with permit’s conditions and provisions.

3. Submit permits to CO when permits are obtained.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 31 00

GRTE 314711 01 32 16 - 1

CONSTRUCTION SCHEDULE

SECTION 01 32 16 – CONSTRUCTION SCHEDULE

PART 1 - GENERAL

1.1 SUMMARY

A. Section consists of Construction Schedule requirements including:

1. Schedule of Values

2. Construction Schedule Requirements.

3. Construction Schedule Updates.

4. Time Impact Analysis.

B. Purpose: The Construction Schedule ensures adequate planning, coordination, scheduling, and reporting during execution of the work by the Construction Contractor. It shall assist the Construction Contractor and Contracting Officer (CO) in monitoring the progress of the work, evaluating proposed changes, and processing Construction Contractor's monthly progress payments. It shall include the dates in the contract, phases, milestones, occupancies, holidays, weather consideration, a critical path, and the requirements of this section.

1.2 DEFINITIONS

A. Activity: A discrete part of a project identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources.

1. Critical activities are activities on the critical path. They start and finish on the planned early start and finish times.

2. Predecessor Activity: An activity that precedes another activity in the network.

3. Successor Activity: An activity that follows another activity in the network.

B. Cost Loading: Allocation of the Schedule of Values for completion of an activity as scheduled. The sum of costs for all activities must equal the total Contract Sum, unless otherwise approved by the Contracting Officer.

C. Critical Path Method (CPM): Method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project.

D. Critical Path: Longest connected chain of interdependent activities through the network schedule that establishes minimum overall Project duration and contains no float.

E. Float: Measure of leeway in starting and completing an activity.

1. Float: Not for the exclusive use or benefit of the Government or Construction Contractor but is jointly owned.

2. Free Float: Amount of time an activity can be delayed without adversely affecting the early start of the successor activity.

3. Total Float: Measure of leeway in starting or completing an activity without adversely affecting planned Project completion date.

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CONSTRUCTION SCHEDULE

F. Resource Loading: Allocation of manpower and equipment necessary for completion of an activity as scheduled.

G. Fragnet: A partial or fragmentary network that breaks down activities into smaller activities for greater detail.

1.3 SUBMITTALS

A. Electronic Copies: Schedules and reports submitted shall be submitted to the CO as PDF (portable document format) files. The intent of the Government is to limit the number of printed reports to those determined by the project team as essential.

B. Schedule of Values: After contract award and before Pre-Construction conference, submit schedule of dollar values based on Contract Price Schedule.

C. Construction Baseline Schedule: After contract award and before Pre-Construction conference, submit two paper copies of baseline schedule, large enough to show entire schedule for entire construction period. Utilize Schedule of Values in preparation of Construction Baseline Schedule.

D. Critical Path Method (CPM) Reports: Concurrent with CPM schedule, submit three paper copies of the following computer-generated reports. For each activity, include activity number, activity description, cost and resource loading, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days.

1. Activity Report: List of activities sorted by activity number and then early start date, or actual start date if known.

2. Logic Report: List of predecessor and successor tasks for activities sorted in ascending order by activity number and then early start date, or actual start date if known.

3. Total Float Report: List of activities sorted in ascending order of total float.

E. Construction Schedule Updates: On or before 7th day preceding progress payment request date, submit estimates of percent completion of each schedule activity and necessary supporting data.

Provide two paper copies.

F. Construction Schedule Revisions and Time Impact Analysis: For each Construction Schedule revision, submit two paper copies of a Time Impact Analysis. Incorporate a Fragmentary Network (Fragnet) into currently accepted Construction Schedule demonstrating proposal to incorporate a modification, change, delay, or Construction Contractor request.

1.4 QUALITY ASSURANCE

A. Construction Contractor shall meet with Contracting Officer on day of the preconstruction conference to go over:

1. Review software limitations, content and format for reports.

2. Verify availability of qualified personnel needed to develop and update schedule.

3. Discuss constraints, including area separations and interim milestones.

4. Review delivery dates for Government-furnished products.

5. Review schedule for work of separate Government contracts.

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CONSTRUCTION SCHEDULE

6. Review time required for review of submittals and re-submittals.

7. Review requirements for tests and inspections by independent testing and inspecting agencies.

8. Review time required for completion and startup procedures.

9. Review time required for obtaining and activating permits.

10. Review and finalize list of construction activities to be included in schedule.

11. Review baseline schedule comments, resolve issues and progress on incorporating them

12. Review procedures for updating schedule.

13. Discuss reporting requirements and establish protocol for naming and transmitting electronic schedules.

B. Construction Contractor's Schedule Representative: Before the preconstruction conference, designate an authorized representative to be responsible for preparing and maintaining the Construction Schedule. Submit resume outlining qualifications of Scheduler to Contracting Officer for acceptance.

Scheduler shall have prepared and maintained at least 5 previous schedules of similar size and complexity similar to this Contract, demonstrating proficiency of using scheduling software.

Authorized representative will be responsible for preparing the Baseline Schedule, required updates, revisions, Time Impact Analyses, and reports.

1.5 COORDINATION

A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate Construction Contractors.

B. Coordinate Construction Baseline Schedule with Schedule of Values, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports.

1. In developing Construction Baseline Schedule, ensure Subcontractor’s work at all tiers, and prime Construction Contractor’s work, is included and coordinated.

2. Secure time commitments for performing critical elements of work from parties involved.

3. Coordinate each construction activity in network with other activities and schedule in proper sequence.

PART 2 - PRODUCTS

2.1 SCHEDULE OF VALUES

A. Breakdown each lump-sum item into component work activities used in the schedule for which progress payments may be requested. Work activities broken out within schedule of values shall be integrated into and made a logical part of the construction baseline schedule. Total costs for the component work activities shall equal contract price for that lump-sum item.