Full_Specifications.pdf

SHENANDOAH NATIONAL PARK

PAGE COUNTY, VIRGINIA

TRAILS OFFICE SPACE AT BIG MEADOWS

PMIS NO. 319541

PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE

DEC 2021

SHEN-51490 TOC-1

TABLE OF CONTENTS

SECTION - TOC

DIVISION 1 - GENERAL REQUIREMENTS

01110 SUMMARY OF WORK

01270 DEFINITION OF BID ITEMS

01310 PROJECT MEETINGS

01323 PROJECT SCHEDULE AND MONTHLY INSPECTIONS

01330 SUBMITTALS

01360 ACCIDENT PREVENTION

01420 REFERENCE STANDARDS

01430 CONTRACTOR QUALITY CONTROL

01510 TEMPORARY SERVICES

01520 FIELD OFFICES AND SHEDS

01560 BARRIERS

01570 TEMPORARY CONTROLS

01600 MATERIAL AND EQUIPMENT

01770 PROJECT CLOSEOUT

01785 OPERATION AND MAINTENANCE DATA

01815 SYSTEM DEMONSTRATION AND TRAINING

DIVISION 2 - SITE CONSTRUCTION

02205 EXCAVATION

02215 SUBGRADE PREPARATION

02220 FILL AND BACKFILL

02222 SELECTIVE DEMOLITION

02225 TRENCH BACKFILL

02555 ASPHALT CONCRETE PAVEMENT

02575 PAVEMENT REMOVAL AND REPLACEMENT

02660 WATER DISTRIBUTION SYSTEM

DIVISION 3 - CONCRETE

03300 CAST-IN-PLACE CONCRETE

DIVISION 5 - METALS

05500 METAL FABRICATIONS

DIVISION 6 - WOOD AND PLASTICS

06100 ROUGH CARPENTRY

06201 EXTERIOR FINISH CARPENTRY

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DIVISION 7 - THERMAL AND MOISTURE PROTECTION

07210 BUILDING INSULATION

07900 JOINT SEALANTS

DIVISION 8 - DOORS AND WINDOWS

08111 STANDARD STEEL DOORS AND FRAMES

08311 ACCESS DOORS AND FRAMES

08710 DOOR HARDWARE

DIVISION 9 – FINISHES

09250 GYPSUM BOARD

09511 ACOUSTICAL PANEL CEILINGS

09651 RESILIENT FLOOR TILE

09912 INTERIOR PAINTING

09960 HIGH PERFORMANCE COATINGS

DIVISION 10 - SPECIALTIES

10801 TOILET AND BATH ACCESSORIES

DIVISION 15 – MECHANICAL

15400 PLUMBING FIXTURES AND EQUIPMENT

15480 DOMESTIC WATER HEATING

15830 FANS

DIVISION 16 – ELECTRICAL

16050 BASIC ELECTRICAL MATERIALS AND METHODS

16060 GROUNDING AND BONDING

16072 ELECTRICAL SUPPORTS AND SEISMIC RESTRAINTS

16075 ELECTRICAL IDENTIFICATION

16120 CONDUCTORS AND CABLES

16130 RACEWAYS AND BOXES

16140 WIRING DEVICES

16410 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

16442 PANELBOARDS

16511 INTERIOR LIGHTING

16715 VOICE AND DATA COMMUNICATION CABLING

SHEN-319541 01110-1

SUMMARY OF WORK

SECTION 01110

PART 1 GENERAL

1 .1 DESCRIPTION

A. The Work of this Contract consists of the Construction of an Office Space in an existing Garage

Bay located at Big Meadows in the Shenandoah National Park.

B. The Work includes building an office space inside an existing garage bay that is in a historical structure located in the Maintenance Area of Big Meadows. The garage space is approximately

720 square feet (30ft x 24ft). The entire space will consist of an office that will be approximately

12ft x 10ft, a bathroom with a shower that will be approximately 12ft x 10ft, and a team room that will be approximately 20ft x 24ft with a small utility closet 3ft x 5ft for the water heater and electrical panel. The walls of the office and bathroom will be 12ft high and be constructed with 2-inch by 4-inch framing and include insulation. A 12ft insulated wall with a 48-inch-wide door will be constructed behind the historical garage bay doors. The interior of the wall will have drywall while the exterior of the wall will be exterior grade plywood. The exterior facing wall will be painted the same color as building exterior. There will be no vapor barrier on this wall.

The east bay door pair will be secured in place (must be able to reverse). The west door pair will be partially secured (east door) and operable (west door) to allow access to personnel door. Bay doors will be air-sealed and insulated. The existing walls for the team room will remain the same.

A new concrete pad will be poured over the entire space with a minimum thickness of 4 inches.

Heating of the facility will be the by hydronic heat in all spaces. The current heater will remain.

A/C is not required; however, the space will need to be ventilated. A ceiling fan will be required to circulate air. The bathroom will require an exhaust fan. The existing plywood ceiling and walls will be painted Antique White using vapor permeable paint. The existing stone wall will remain unpainted. Lighting will be LED and suspended from the plywood ceiling to between 8-

10ft above the floor. There are two windows that must be reactivated and restored There is a water line located approximately 6 feet from the entrance to the garage bay that is approximately 3 feet deep. Trenching will be required to access the water line to provide water to the space. Sewage lines are located approximately 16 feet from the front door and are approximately 5 feet deep.

The primary electrical panel and internet source to supply power and internet is in the SAR office that is roughly a distance of 200 feet away. The electrical and internet wire shall be run up and through the attic to the utility closet and enclosed in rigid galvanized steel conduit. Lighting will need to be provided for all rooms. There is a small amount of demolition to include removal of wood paneling to expose window and removal of some wood framing. All work is required to be constructed according to the latest applicable codes including but not limited to building codes, electrical codes, accessibility codes, and fire codes.

C. All work will be performed under a single contract.

1 .2 LOCATION

A. The project is in Shenandoah National Park on Skyline Drive approximately 20 miles south of the

Thornton Gap Entry Station and 20 miles north of the Swift Run Gap Entrance Station. Access to the site will be limited to either entrance station.

1 .3 CONTRACTOR'S USE OF PREMISES

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

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

C. The Park will be open to the public during construction.

D. Maintain access for National Park Service administrative and other official business throughout the construction phase.

E. The Contractor shall coordinate the construction schedule and operations with the Contracting

Officer.

F. Confine storage of materials to the areas designated on the Construction Drawings.

1. The Contractor assumes full responsibility for the protection and safekeeping of products under this Contract stored on the site.

2. Move any stored products, under Contractor's control, which interfere with operations of the Government.

G. Preservation of Natural Features: Confine all operations to limits shown for the project. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.

1. Provide temporary barriers to protect existing trees and plants and root zones.

2. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with Contracting Officer and remove agreed-on roots and branches that interfere with construction.

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.

H. Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation. Coordinate time and duration of all existing utility service interruption and obtain approval from the Contracting Officer prior to interruption of services.

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

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

I. Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials. Load restrictions on park roads are as follows:

1. SPEED LIMITS: Unless listed below, the speed limits established in 36 Code of Federal

Regulations 4.21 (a) (1) and (2) shall be observed. The following different maximum speed limits are established:

a. Skyline Drive: 35 miles per hour.

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b. Big Meadows Access Roads from Skyline Drive to the entrances to the Campground and Lodge facilities: 30 miles per hour.

c. Access Road into and around the Big Meadows Lodge: 20 miles per hour

d. Within Big Meadows Campground: 10 miles per hour

e. Administrative Roads: 20 miles per hour.

f. Lewis Mountain Campground, Camp store & Picnic Area: 10 miles per hour

g. All Skyland Lodge Access Roads: 20 miles per hour

h. On Skyline Drive from .2 miles North of Loft Mountain Wayside to .1 miles South of that facility: 20 miles per hour

i. The access road from Skyline Drive to the entrance to the Loft Mountain

Campground: 20 miles per hour.

j. Within Loft Mountain Campground: 10 mile per hour.

k. Within Dundo Campground: 10 mile per hour

l. On Southbound Skyline Drive from .1-mile North of the Rockfish Entrance to .1 miles South of that facility: 20 miles per hour.

m. All administrative Roads: 20 miles per hour

2. LOAD, WEIGHT, AND SIZE LIMITS AND PERMITS TO EXCEED NORMAL

LIMITS: Vehicles that exceed the loads, weight or size limits specified below are prohibited from travel on Park roads without a permit, issued in advance.

a. When vehicle or vehicle combination gross weight exceeds 40,000 lbs. between

May 1 to November 30 (inclusive) of each year.

b. When vehicle or vehicle combination gross weight exceeds 20,000 lbs. during the time of December 1 to April 30 (inclusive) of each year.

c. When road condition signing at the various entrances to Shenandoah National Park indicate weight restrictions which are less than the gross combined vehicle weight of vehicle being used.

d. When size and/or length of vehicle requires special permit under state regulations.

e. Travel through Mary’s Rock Tunnel by vehicles over 13 feet in height or over 11 feet in width.

All such requests, other than emergency responses, should be in writing in advance. The application should state:

a. The approved Park project which requires this type of equipment.

b. Alternatives identified.

c. Safety procedures for the protection of visitors, staff, and resources

d. Liability limits and copies of a current insurance policy

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Generally, applicants should follow the following guidelines in their planning. These guidelines follow maximum load limits suggested by the Federal Highway Administration for travel on Skyline Drive. However, weather, road, route, or other conditions may require lower limits or may permit higher limits.

Single units Gross vehicle weight (lbs.)

2 axles 40,000

3 axles 48,000

4 axles 52,000

Combination Units Gross Vehicle Combination (lbs.)

3 axles 57,000

4 axles 62,000

5 or more axles 66,000

3. A special permit will not relieve Contractor of liability for damage which may result from moving of.

1 .4 SPECIAL CONSTRUCTION REQUIREMENTS

A. All work shall conform to and facilitate the phasing requirements as indicated in the Contract

Drawings.

1 .5 FIELD VERIFICATION

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

B. Photographic Log of Existing Conditions

1. Contractor will prepare a photographic log of site conditions prior to on-site work.

2. Photograph overall views of the project as well as close-up views of unique details.

3. Photograph damaged, deteriorated, or otherwise inferior conditions which will exist at project completion.

4. Format: 8-by-10 inch (203-by-254 mm) smooth-surface matte prints on single-weight commercial-grade photographic paper enclosed back-to-back in clear plastic sleeves that are punched for standard 3-ring binder.

1 .6 CONSTRUCTION MATERIALS

A. All materials, including borrow and aggregates, shall be Contractor-furnished from outside the park.

1 .7 SALVAGED MATERIALS

A. Salvaged material noted on the drawings shall be stockpiled and stored at the project site.

1 .8 REPORTS

A. Geotechnical report prepared by Froehling and Robertson, Inc. included at the end of this section.

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B. Limited Asbestos-Specific and Lead Paint Building Survey prepared by PBS&J is available for review upon request.

PART 2 PRODUCTS NOT USED.

PART 3 EXECUTION NOT USED.

END OF SECTION 01110

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DEFINITION OF CONTACT LINE ITEMS

SECTION 01270

DEFINITION OF BID ITEMS

PART 1 – GENERAL

1.1 DESCRIPTION

A. The intent to this section is to explain, in general, what is and what is not included in a bid item, and the limits where one bid item ends, and another begins.

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

1.2 ITEM NO. 1: THE CONSTRUCTION OF AN OFFICE SPACE WITHIN THE

GARAGE BAY OF THE MAINTENANCE HISTORICAL STRUCTURE

AT BIG MEADOWS MAINTENANCE AREA:

A. This bid item consists of all work of the project. Payment shall be made at the contract lump-sum price.

PART 2 – PRODUCTS NOT USED

PART 3 – EXECUTED NOT USED

END OF SECTION 01270

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PROJECT MEETINGS

SECTION 01310

1 .1 PRECONSTRUCTION CONFERENCE

A. Before start of construction, Contracting Officer will arrange an on-site meeting with Contractor.

The meeting agenda will include the following as a minimum:

1. Park rules and regulations

2. Authorized Representatives

3. Correspondence procedures

4. Labor standards provisions

5. Payroll reports

6. Modifications

7. Payments to Contractor

8. Acceptance/rejection

9. Construction meetings

10. Subcontractors

11. Documents required under the contract

12. Submittal of shop drawings, project data, samples, and approved equals

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

14. Saturday, Sunday, holiday and night work

15. Reference materials

16. Contractor quality control

17. Value engineering

18. Liquidated damages

19. Notice to proceed

20. Tentative construction schedule

21. Recycling Program

22. Access to and through the construction site for NPS employees and emergency vehicles.

1 .2 PROGRESS MEETINGS

A. The Contracting Officer will schedule weekly meetings with the Contractor and subcontractors.

B. Subcontractors will not be allowed to work until they have attended a meeting.

C. Additional meetings will be held as needed or for new subcontractors.

D. The meeting agenda will include the following as a minimum:

1. Approval of minutes of previous meetings

2. Review of work progress

3. Field observations, problems, and decisions

4. Identification of problems which impede planned progress

5. Review of Contractor’s Quality Control Program and activities

6. Review of submittals schedule and status of submittals

7. Review of off-site fabrication and delivery schedules

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8. Status of project record drawings (monthly)

9. Status of operation and maintenance data manuals (monthly)

10. Maintenance of progress schedule

11. Corrective measures to regain projected schedules

12. Planned progress during succeeding work period

13. Coordination of projected progress

14. Maintenance of quality and work standards

15. Effect of proposed changes on progress schedule and coordination

16. Other business relating to work

PART 2 PRODUCTS NOT USED.

END OF SECTION 01310

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PROJECT SCHEDULE AND MONTHLY INSPECTIONS

SECTION 01323

A. Summary: The work of this section consists of project schedule requirements including preparation of a project schedule, schedule updates, schedule revisions and time impact analysis.

The project schedule shall be based upon the Critical Path Method (CPM) for planning, scheduling, and reporting progress of the Work.

B. Purpose: The purpose of the project schedule is to ensure adequate planning, coordination, scheduling, and reporting during execution of the work by the Contractor. The project schedule will assist the Contractor and Contracting Officer in monitoring the progress of the work, evaluating proposed changes, and processing the Contractor's monthly progress payment.

C. Software: The software shall be the latest version of Primavera Project Planner (P3), SureTrak

Project Scheduler, Microsoft Project, or approved equal. The Contractor shall provide to the

Contracting Officer a licensed copy of the software used for the project schedule and a software reference manual. The software and reference manual will be returned to the Contractor at completion of the Contract.

1 .2 SUBMITTALS:

A. Project Schedule: Within 5 calendar days after Notice to Proceed, submit one electronic copy by email and 2 paper copies of the proposed project schedule, and accompanying CPM Schedule

Reports.

B. Project Schedule Updates: On or before the 7th day preceding the progress payment request date, submit estimates of the percent completion of each schedule activity and necessary supporting data. Provide two paper copies and one electronic copy.

C. Project Schedule Revisions and Time Impact Analysis: Submit one electronic copy and two paper copies of a Time Impact Analysis. Each Time Impact Analysis shall include a Fragmentary

Network (Fragnet) demonstrating how the Contractor proposes to incorporate a modification, change, delay, or Contractor request into the project schedule.

D. Schedule of Values

1. Within 14 calendar days after the date of the Notice to Proceed, submit a schedule of dollar values based on the Contract Bid Schedule. Breakdown each lump-sum bid item into component parts of work for which progress payments may be requested. The total costs for the component parts of work shall equal the bid amount for that lump-sum item. The

Contracting Officer may request data to verify accuracy of dollar values. Include mobilization, general condition costs, overhead and profit in the total dollar value of unit price items and in the component parts of work for each lump-sum item, as described below. Do not include mobilization, general condition costs, overhead or profit as a separate item.

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2. Do not break down unit price bid items. Use only the bid amount for unit price items.

3. The total cost of all items shall equal the contract sum. The Schedule of Values will form the basis for progress payments.

4. An acceptable Schedule of Values shall be agreed upon by the Contractor and Contracting

Officer before the first progress payment is processed.

1 .3 PRELIMINARY REQUIREMENTS

A. Meeting: The Contractor shall meet with the Contracting Officer on the day of the preconstruction conference to conduct a joint review of the project schedule requirements of the contract to assure the Contracting Officer of the Contractor's and subcontractors' understanding of the requirements of this section.

B. Contractor's Schedule Representative: Before or at the preconstruction conference, designate in writing and provide the qualifications of an authorized representative in the Contractor's organization who shall be responsible for coordinating with the Contracting Officer during the preparation and maintenance of the project schedule.

1 .4 PROJECT SCHEDULE

A. Schedule Development:

1. The late finish date shown on the schedule shall be the same date as the last day of the contract period.

2. The Contractor shall use the Precedence Diagram Method (PDM) with limited use of lead or lag durations between schedule activities. The Contractor's project schedule shall consist of procurement activities (including mobilization, submittal, and the fabrication and delivery of key and long-lead procurement items) and construction activities.

3. The Contractor's project schedule shall consist of, but not be limited to, the following for each activity:

a. Identify each activity number with numerical designations (maximum 5-digit).

Numbering of activities shall be in increments of 10 digits.

b. Concise description of the work represented by the activity (maximum 48 characters). Avoid the use of non-standard abbreviations. The work related to each activity shall be limited to one work trade.

c. Activity duration in whole working days with a maximum duration of 15 workdays each, unless otherwise approved by the Contracting Officer, except for non-construction activities including mobilization, shop drawing and sample submittals, fabrication of materials, delivery of materials and equipment, and concrete curing.

4. In developing the project schedule, ensure that subcontractor work at all tiers, as well as the prime contractor’s work, is included and coordinated in the project schedule.

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5. The project schedule as developed shall show the sequence and interdependence of activities required for complete performance of the work. Ensure all work sequences are logical and the project schedule shows a coordinated plan of the work.

6. Proposed duration assigned to each activity shall be the Contractor's best estimate of time required to complete the activity considering the scope and resources planned for the activity.

7. Resource loading of each activity shall list all personnel by labor category and equipment type and capacity proposed to complete the activity in the duration shown.

8. Consider seasonal weather conditions in planning and scheduling all work influenced by high or low ambient temperatures, wind and/or precipitation to ensure completion of all work within the contract time. Show anticipated weather conditions on project calendar.

B. Joint Review, Revision, and Acceptance:

1. Within seven calendar days of receipt of the Contractor's proposed project schedule, the

Contracting Officer and Contractor shall meet for joint review, correction, or adjustment of the proposed project schedule. Any areas which, in the opinion of the Contracting Officer, conflict with timely completion of the project shall be subject to revision by the Contractor.

2. In the event the Contractor fails to define any element of work, activity, or logic, and the

Contracting Officer review does not detect this omission or error, such omission or error, when discovered by the Contractor or Contracting Officer, shall be corrected by the

Contractor at the next monthly project schedule update and shall not affect the contract time.

3. Within seven calendar days after the joint review between the Contractor and Contracting

Officer, the Contractor shall revise and resubmit the project schedule in accordance with agreements reached during the joint review.

4. Upon acceptance of the project schedule by the Contracting Officer, the project schedule will be used to evaluate the Contractor's monthly applications for payment based upon information developed at the monthly project schedule update meeting.

1 .5 PROJECT SCHEDULE UPDATES

A. General: Update the project schedule monthly throughout the entire contract time and until project substantial completion. The status date of each schedule update shall be the 7th day preceding the progress payment request date.

B. Procedure: The Contractor shall meet with the Contracting Officer each month at a project schedule update meeting to review actual progress made through the status date of the project schedule update, including dates activities were started and/or completed and the percentage of work completed on each activity started and/or completed.

C. Progress Payments: The monthly updating of the project schedule shall be an integral part of the process upon which progress payments will be made under this contract. If the contractor fails to provide schedule updates or revisions, then a portion of his monthly payment may be retained until such corrections have been made.

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1 .6 PROJECT SCHEDULE REVISIONS

A. Required Revisions: If, because of the monthly schedule update, it appears the project schedule no longer represents the actual prosecution and progress of the work, the Contracting Officer will request, and the Contractor shall submit, a revision to the project schedule. The Contractor may also request reasonable revisions to the project schedule in the event the Contractor's planning for the work is revised. If the Contractor desires to make changes in the project schedule, the

Contractor shall notify the Contracting Officer in writing, stating the reason for the proposed revision. Accepted revisions will be incorporated into the project schedule at the next monthly schedule update.

B. Procedure: If revision to the project schedule is contemplated, the Contractor or Contracting

Officer shall so advise the other in writing at least seven calendar days prior to the next schedule update meeting, describing the revision and setting forth the reasons, therefore. Government-requested revisions to the project schedule will be presented in writing to the Contractor, who shall respond in writing within seven calendar days.

1 .7 TIME IMPACT ANALYSIS FOR CONTRACT MODIFICATIONS, CHANGES, DELAYS, AND

CONTRACTOR REQUESTS

A. Requirements: When contract modifications or changes are initiated, delays are experienced, or the Contractor desires to revise the project schedule, the Contractor shall submit to the Contracting

Officer a written time impact analysis illustrating the influence of each modification, change, delay, or Contractor request on the contract time.

B. Time Extensions: Activity delays shall not automatically mean that an extension of the contract time is warranted or due the Contractor. It is possible that a modification, change, or delay will not affect existing critical path activities or cause non-critical activities to become critical. A modification, change, or delay may result in only absorbing a part of the available total float that may exist within an activity chain of the project schedule, thereby not causing any effect on the contract time. Time extensions will be granted in accordance with the terms of the contract.

C. Float: Float is not for the exclusive use or benefit of either the Government or the Contractor.

Extension of the contract time will be granted only to the extent the equitable time adjustments to the activity or activities affected by the modification, change, or delay exceeds the total (positive or zero) float of a critical path activity and extends the contract completion date.

D. Procedure: Each time impact analysis shall be submitted within the time stated in a request for proposal, or the time designated under the clauses entitled Changes or Default. In cases where the

Contractor does not submit a written request for extension of time and a time impact analysis within the designated time, it is mutually agreed that the modification, change, delay, or

Contractor request does not require an extension of the contract time. Upon acceptance, the time impact analysis shall be incorporated into the project schedule at the next monthly schedule update.

1 .8 MONTHLY INSPECTIONS

A. Project record drawings as specified in Section 01770.

B. Operation and maintenance data binders as specified in Section 01785.

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PART 2 PRODUCTS NOT USED.

END OF SECTION 01323

SHEN-319541 01330-1

SUBMITTALS

SECTION 01330

A. The work of this section consists of submittal requirements before and during construction.

1 .2 RELATED REQUIREMENTS

A. Closeout submittals - Section 01770.

1 .3 SUBMITTAL AND APPROVAL PROCEDURES

A. All submittals shall be transmitted using National Park Service form CM-16. No action will be taken on a submittal item unless accompanied by the transmittal form.

B. As specified in the individual sections, forward submittals to Contracting Officer at least 30 days before need for approval. Unless a different number is specified, submit one reproducible original and three copies of each shop drawing, three copies of manufacturer's catalog sheets (cut sheets), three specimens of each sample, and three copies of all other submittals requested.

1. Shop Drawings: Include the following information with each copy of shop drawings:

a. Date.

b. Date of revisions (when applicable).

c. Contractor's certification that shop-drawings have been checked for compliance with contract documents.

d. Details of fabrication, assembly and erection including connections and engagement to contiguous work.

e. Materials used.

f. All required dimensions.

g. The term "by others" shall not be used. All work to be performed by others shall be identified by Contractor or subcontractor name, discipline, or trade.

2. Samples: Samples shall be large enough to clearly illustrate the functional characteristics and full range of color, texture, or pattern.

3. Manufacturers' Catalog Sheets: Submit only pertinent pages; mark each copy of standard printed data to identify specific products proposed for use.

4. Manufacturer's Installation Instructions: When contract documents require compliance with manufacturer's printed instructions, provide one complete set of instructions for

Contracting Officer and keep another complete set of instructions at the project site until substantial completion.

C. Contracting Officer reserves the right to require submittals in addition to those called for in individual sections.

D. Approved Equals:

1. For each item proposed as an "approved equal," submit supporting data, including:

a. Drawings and samples as appropriate.

SHEN-319541 01330-2

b. Comparison of the characteristics of the proposed item with that specified.

c. Changes required in other elements of the work because of the substitution.

d. Name, address, and telephone number of vendor.

e. Manufacturer's literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists. Describe availability of maintenance service, and state source of replacement materials.

2. A request for approval constitutes a representation that Contractor:

a. Has investigated the proposed item and determined that it is equal or superior in all respects to that specified.

b. Will provide the same warranties for the proposed item as for the item specified.

c. Has determined that the proposed item is compatible with interfacing items.

d. Will coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.

e. Waives all claims for additional expenses that may be incurred because of the substitution.

3. Construction Materials: The Contractor is encouraged to submit for approval products made from recycled or environmentally responsible material. Every effort will be made by the National Park Service to approve these materials.

E. Coordinate all submittals and review them for legibility, accuracy, completeness, and compliance with contract requirements. Forward submittals that are related to or affect one another as a package to facilitate coordinated review. Each transmittal shall contain only data specific to that individual submittal.

F. Submittal Identification:

1. Contracting Officer will provide a project identification stamp which shall be applied by the Contractor. Identification shall include the park name-package number, project title, contract number, and transmittal number.

2. All sets of shop drawings, manufacturer's catalog sheets, samples, and other documents submitted to the Contracting Officer must have the identification information stamped on the submittal.

3. Identification information shall be applied to the bottom right margin on each page.

Identification information on samples shall be applied to the most readily visible area on the sample or on tags attached to sample.

G. Submittal Numbering:

1. Number each submittal consecutively.

2. For re-submittals use the original submittal number, plus a letter suffix beginning with A.

3. Additional re-submittals of the same item shall contain the original number with the next consecutive letter.

H. Contracting Officer's Review:

1. Submittals will be returned disapproved without technical review if identification information is missing, not filled in, or if placed on the back of the submittal; an incorrect number or format of submittals is provided; the transmittal form is incorrectly filled out;

submittals are not coordinated; or submittals do not show evidence of Contractor's approval.

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2. Any work done or orders for materials or services placed before approval shall be at the

Contractor's own risk.

3. After reviewing submittals, the Contracting Officer will return one copy of form DSC-

1(CS) and one copy of applicable (marked up) submittal sheets to the Contractor. Shop drawing review notations will be returned on the reproducible original shop drawing. All other submitted items will be retained. The Contractor is responsible for producing additional copies for his/her own use.

4. The returned submittal will be marked in one of three ways as defined below:

a. APPROVED: Acceptable with no corrections.

b. APPROVED WITH NOTATIONS: Minor corrections or clarifications required.

All comments are clear and no further review is required. The Contractor shall address all review comments when proceeding with the work.

c. DISAPPROVED - RESUBMIT: Rejected as not in accordance with the contract or as requiring major corrections or clarifications. The Contracting Officer will identify the reasons for disapproval. The Contractor shall revise and resubmit with changes clearly identified.

PART 2 PRODUCTS NOT USED.

END OF SECTION 01330

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(THIS PAGE LEFT BLANK)

SHEN-319541 01420-1

REFERENCE STANDARDS

SECTION 01420

1 .1 The following abbreviations, which may be used in the construction specifications, refer to the organizations and specifications of the organizations listed below:

AA Aluminum Association

900 19th Street, NW, Suite 300

Washington, D.C. 20006-2168

AABC Associated Air Balance Council

1518 K Street, NW, Suite 503

Washington, D.C. 20005

AAMA American Architectural Manufacturers Association

1827 Walden Office Square, Suite 104

Schaumberg, Illinois 60173-4268

AAN see ANLA

AASHTO American Association of State Highway and Transportation Officials

444 North Capitol Street, NW, Suite 249

Washington, D.C. 20001

ABMA American Boiler Manufacturers Association

950 N. Glebe Road, Suite 160

Arlington, Virginia 22203-1824

ACI American Concrete Institute

P.O. Box 9094

Farmington Hills, Michigan 48333-9094

ACPA American Concrete Pipe Association

222 West Las Colinas Boulevard, Suite 641

Irving, Texas 75039-5423

ADC Air Diffusion Council

11 South LaSalle Street, Suite 1400

Chicago, Illinois 60603

AFPA American Forest and Paper Association

1111 19th Street, NW, Suite 800

Washington, D.C. 20036

AGA American Gas Association

1515 Wilson Boulevard

Arlington, Virginia 22209

AHA American Hardboard Association

1210 W. Northwest Highway

Palatine, Illinois 60067-1897

AHAM Association of Home Appliance Manufacturers

20 N. Wacker Drive, Suite 1500

Chicago, Illinois 60606

SHEN-319541 01420-2

AI Asphalt Institute

Research Park Drive

P.O. Box 14052

Lexington, Kentucky 40512-4052

AISC American Institute of Steel Construction

1 East Wacker Drive, Suite 3100

Chicago, Illinois 60601-2001

AISI American Iron and Steel Institute

1101 17th Street, NW

Washington, D.C. 20036-4700

AITC American Institute of Timber Construction

7012 S. Revere Parkway, Suite 140

Englewood, Colorado 80112

ALSC American Lumber Standards Committee

P.O. Box 210

Germantown, Maryland 20875

AMCA Air Movement and Control Association International, Inc.

30 W. University Drive

Arlington Heights, Illinois 60004-1893

ANLA American Nursery and Landscape Association

1250 I Street, NW, Suite 500

Washington, D.C. 20005

ANSI American National Standards Institute

11 West 42nd Street, 13th Floor

New York, New York 10036

APA American Plywood Association (See EWA)

APWA American Public Works Association

106 West 11th Street, Suite 1800

Kansas City, Missouri 64105-1806

ARI Air-Conditioning and Refrigeration Institute

4301 Fairfax Drive, Suite 425

Arlington, Virginia 22203

ARMA Asphalt Roofing Manufacturers Association

Center Park, 4041 Powder Mill Road, Suite 404

Calverton, Maryland 20705

ASC Adhesive and Sealant Council

1627 K Street, NW, Suite 1000

Washington, D.C. 20006-1707

ASHRAE American Society of Heating, Refrigerating, and Air-Conditioning Engineers

1791 Tullie Circle, NE

Atlanta, Georgia 30329-2305

ASLA American Society of Landscape Architects

4401 Connecticut Avenue, NW

Fifth Floor

Washington, D.C. 20008-2369

SHEN-319541 01420-3

ASME American Society of Mechanical Engineers

345 East 47th Street

New York, New York 10017

ASPE American Society of Plumbing Engineers

3617 Thousand Oaks Boulevard, Suite 210

Westlake, California 91362-3649

ASSE American Society of Sanitary Engineering

28901 Clemens Road, Suite 100

Westlake, Ohio 44145

ASTM American Society for Testing and Materials

100 Barr Harbor Drive

West Conshohocken, Pennsylvania 19428-2959

AWI Architectural Woodwork Institute

1952 Isaac Newton Square

Reston, Virginia 20190

AWPA American Wood-Preservers' Association

3246 Fall Creek Highway, Suite 1900

Granbury, Texas 76049-7979

AWPI American Wood Preservers Institute

1945 Old Gallows Road, Suite 550

Vienna, Virginia 22182

AWS American Welding Society, Inc.

550 NW LeJeune Road

Miami, Florida 33126

AWWA American Water Works Association

6666 W. Quincy Avenue

Denver, Colorado 80235

BHMA Builders Hardware Manufacturers Association, Inc.

355 Lexington Avenue, 17th Floor

New York, New York 10017-6603

BIA Brick Institute of America

11490 Commerce Park Drive

Reston, Virginia 22091-1525

BOCA Building Officials Code Administrators

4051 W. Flossmoor Road

Country Club Hills, Illinois 60478-5795

CBM Certified Ballast Manufacturers

1422 Euclid Avenue, Suite 402

Cleveland, Ohio 44115-2851

CDA Copper Development Association, Inc.

260 Madison Avenue, 16th Floor

New York, New York 10016-2401

CE Corps of Engineers

20 Massachusetts Avenue, NW

Washington, D.C. 20314

SHEN-319541 01420-4

CID Commercial Item Description

See contract clauses

CISPI Cast Iron Soil Pipe Institute

5959 Shallowford Road, Suite 419

Chattanooga, Tennessee 37421

CLFMI Chain Link Fence Manufacturers Institute

9891 Broken Land Parkway, Suite 300

Columbia, Maryland 21046

CRA California Redwood Association

405 Enfrente Drive, Suite 200

Novato, California 94949

CRI Carpet and Rug Institute

310 S. Holiday Avenue

Dalton, Georgia 30722-2048

CRSI Concrete Reinforcing Steel Institute

933 N. Plum Grove Road

Schaumburg, Illinois 60173-4758

CS Commercial Standard of NBS

(U.S. Department of Commerce)

Government Printing Office

Washington, D.C. 20402

CSSB Cedar Shingle and Shake Bureau

515 116th Avenue, NE, Suite 275

Bellevue, Washington 98004-5294

DHI Door and Hardware Institute

14170 Newbrook Drive

Chantilly, Virginia 22021-2223

EPA Environmental Protection Agency

401 M Street, SW

Washington, D.C. 20460

EWA APA- The Engineered Wood Association

P.O. Box 11700

Tacoma, Washington 98411-0700

FHA Federal Housing Administration

(U.S. Department of Housing and Urban Development)

451 7th Street, SW

Washington, D.C. 20410

FHVA Fine Hardwood Veneer Association

260 S. First Street, Suite 2

Zionsville, Indiana 46077

FM Factory Mutual System

1151 Boston-Providence Turnpike

P.O. Box 9102

Norwood, Massachusetts 02062-9102

FS Federal Specifications

See contract clauses

SHEN-319541 01420-5

GA Gypsum Association

810 First Street, NE, Suite 510

Washington, D.C. 20002

GANA Glass Association of North America

3310 SW Harrison Street

Topeka, Kansas 66611-2279

HI Hydronics Institute

35 Russo Place

P.O. Box 218

Berkeley Heights, New Jersey 07922

HMA Hardwood Manufacturers Association

400 Penn Center Boulevard, Suite 530

Pittsburgh, Pennsylvania 15235-5605

HPMA Hardwood Plywood Manufacturers Association

P.O. Box 2789

Reston, Virginia 22090-2789

IA Irrigation Association

1911 N. Fort Myer Drive, Suite 1009

Arlington, Virginia 22209-1630

ICBO International Conference of Building Officials

5360 S. Workman Mill Road

Whittier, California 90601

ICEA Insulated Cable Engineers Association, Inc.

P.O. Box 440

South Yarmouth, Massachusetts 02664

IEEE The Institute of Electrical and Electronics Engineers

345 E. 47th Street

New York, New York 10017-2394

IES Illuminating Engineering Society of North America

120 Wall Street, 17th Floor

New York, New York 10005-4001

IGCC See ITS

ILIA Indiana Limestone Institute of America, Inc.

Stone City Bank Building, Suite 400

Bedford, Indiana 47421

ITS Internek Testing Services

3393 Route 11

P.O. Box 2040

Cortland, New York 13045-7902

KCMA Kitchen Cabinet Manufacturers Association

1899 Preston White Drive

Reston, Virginia 22091-4326

LIA Lead Industries Association, Inc.

295 Madison Avenue

New York, New York 10017

SHEN-319541 01420-6

MBMA Metal Building Manufacturer’s Association c/o Thomas Associates, Inc.

1300 Sumner Avenue

Cleveland, Ohio 44115-2851

MFMA Maple Flooring Manufacturers Association

60 Revere Drive, Suite 500

Northbrook, Illinois 60062

MIA Marble Institute of America

30 Eden Alley, Suite 201

Columbus, Ohio 43215

MIMA Mineral Insulation Manufacturers Association

1420 King Street

Alexandria, Virginia 22314

MLSFA Metal Lath/Steel Framing Association - A Division of NAAMM

8 South Michigan Avenue, Suite 1000

Chicago, Illinois 60603

MS Military Standardization Documents

See contract clauses

MSHA Mine Safety and Health Administration

4015 Wilson Boulevard, Room 601

Arlington, Virginia 22203

MSS Manufacturers Standardization Society of the Valve and Fittings Industry

127 Park Street, NE

Vienna, Virginia 22180-4602

NAAMM The National Association of Architectural Metal Manufacturers

8 South Michigan Avenue, Suite 1000

Chicago, Illinois 60603

NACE National Association of Corrosion Engineers

1440 South Creek Drive

P.O. Box 218340

Houston, Texas 77218-8340

NAIMA North American Insulation Manufacturers Association

44 Canal Center Plaza, Suite 310

Alexandria, Virginia 22314

NAPA National Asphalt Pavement Association

NAPA Building

5100 Forbes Boulevard

Lanham, Maryland 20706-4413

NAPCA National Association of Pipe Coating Applicators

8th Floor, Commercial National Bank Building

333 Texas Street, Suite 800

Shreveport, Louisiana 71101-3673

NBS National Bureau of Standards

(U.S. Department of Commerce) (See NIST)

SHEN-319541 01420-7

NCMA National Concrete Masonry Association

2302 Horse Pen Road

Herndon, Virginia 20171-3499

NEC National Electrical Code (by NFPA)

NECA National Electrical Contractors Association

3 Bethesda Metro Center, Suite 1100

Bethesda, Maryland 20814

NELM Northeastern Lumber Manufacturers' Association

272 Tuttle Road

P.O. Box 87A

Cumberland Center, Maine 04021-0687

NEII National Elevator Industry, Inc.

185 Bridge Plaza North, Suite 310

Fort Lee, New Jersey 07024

NEMA National Electrical Manufacturers Association

1300 N. 17th Street, Suite 1847

Rosslyn, Virginia 22209

NFPA National Fire Protection Association

1 Batterymarch Park

P.O. Box 9101

Quincy, Massachusetts 02269-9101

NHLA National Hardwood Lumber Association

P.O. Box 34518

Memphis, Tennessee 38184-0518

NHPMA Northern Hardwood and Pine Manufacturers Association, Inc., c/o Northern Softwood Lumber Bureau

Box 217

Dear River, Minnesota 56636

NIOSH National Institute for Occupational Safety and Health

NIOSH Building 1, Room 3007

1600 Clifton Road, NE

Atlanta, Georgia 30333

NIST National Institute of Standards and Technology

(US Department of Commerce)

Building 101, #A1134

Route I-270 and Quince Orchard Road

Gaithersburg, Maryland 20899

Send requests for publications to:

Superintendent of Documents

Government Printing Office

Washington, D.C. 20402

NOFMA National Oak Flooring Manufacturers Association

P.O. Box 3009

Memphis, Tennessee 38173-0009

SHEN-319541 01420-8

NPA National Particleboard Association

18928 Premiere Court

Gaithersburg, Maryland 20879-1569

NRCA National Roofing Contractors Association

O'Hare International Center

10255 W. Higgins Road, Suite 600

Rosemont, Illinois 60018-5607

NSF NSF International

(Formerly National Sanitation Foundation)

3475 Plymouth Road

P.O. Box 130140

Ann Arbor, Michigan 48113-0140

NTMA The National Terrazzo and Mosaic Association

3166 Des Plaines Avenue, Suite 121

Des Plaines, Illinois 60018

NWWDA National Wood Window and Door Association

1400 East Touhy Avenue, Suite G-54

Des Plaines, Illinois 60018

OSHA Occupational Safety and Health Administration

U.S. Department of Labor

200 Constitution Avenue, NW

Washington, D.C. 20210

PCA Portland Cement Association

5420 Old Orchard Road

Skokie, Illinois 60077-1083

PCI Precast/Prestressed Concrete Institute

175 W. Jackson Boulevard

Chicago, Illinois 60604

PDI Plumbing and Drainage Institute

45 Briston Drive, Suite 101

South Euston, Massachusetts 02375

PEI Porcelain Enamel Institute, Inc.

4004 Hillsboro Pike, Suite 224-B

Nashville, Tennessee 37215

PI Perlite Institute, Inc.

88 New Dorp Plaza

Staten Island, New York 10306

PS Product Standard of NBS (U.S. Department of Commerce)

Government Printing Office

Washington, D.C. 20402

RFCI Resilient Floor Covering Institute

966 Hungerford Drive, Suite 12-B

Rockville, Maryland 20850-1714

RIS Redwood Inspection Service (Grading Rules)

405 Enfrente Drive, Suite 200

Novato, California 94949

SHEN-319541 01420-9

RMMI Rocky Mountain Masonry Institute

1780 South Bellaire Street, No. 602

Denver, Colorado 80222

SCMA Southern Cypress Manufacturers Association

400 Penn Center Blvd., Suite 530

Pittsburgh, Pennsylvania 15235

SDI Steel Deck Institute

P.O. Box 25

Fox River Grove, Illinois 60021

SDI Steel Door Institute

30200 Detroit Road

Cleveland, Ohio 44145-1967

SFPA Southern Forest Products Association

P.O. Box 52468

New Orleans, Louisiana 70152

SGCC See ITS

SIGMA Sealed Insulating Glass Manufacturers Association

401 N. Michigan Avenue

Chicago, Illinois 60611-4267

SJI Steel Joist Institute

3127 10th Avenue, North Ext.

Myrtle Beach, South Carolina 29577-6760

SMACNA Sheet Metal and Air-Conditioning Contractors' National Association, Inc.

4201 Lafayette Center Drive

P.O. Box 221230

Chantilly, Virginia 20151-1209

SPIB Southern Pine Inspection Bureau (Grading Rules)

4709 Scenic Highway

Pensacola, Florida 32504-9094

SSPC Steel Structures Painting Council

40 24th Street, 6th Floor

Pittsburgh, Pennsylvania 15222-4643

SWI Steel Window Institute c/o Thomas Associates, Inc.

1300 Sumner Avenue

Cleveland, Ohio 44115-2851

TCA Tile Council of America

100 Clemson Research Boulevard

Anderson, South Carolina 29625

TIMA Thermal Insulation Manufacturers Association (See NAIMA)

TPI Truss Plate Institute

583 D'Onofrio Drive, Suite 200

Madison, Wisconsin 53719

UBC Uniform Building Code (by ICBO)

SHEN-319541 01420-10

UL Underwriters Laboratories, Inc.

333 Pfingsten Road

Northbrook, Illinois 60062

USDA U.S. Department of Agriculture

14th Street and Independence Avenue, SW

Washington, D.C. 20250

WCLB West Coast Lumber Inspection Bureau (Grading Rules)

P.O. Box 23145

Portland, Oregon 97281-3145

WIC Woodwork Institute of California

P.O. Box 980247

West Sacramento, California 95798-0247

WMMPA Wood Moulding and Millwork Producers Association

507 First Street

Woodland, California 95695

WRI Wire Reinforcement Institute, Inc.

203 Loudoun Street, SW

Leesburg, Virginia 20175-2718

WSFI Wood and Synthetic Flooring Institute (See MFMA)

WWPA Western Wood Products Association (Grading Rules)

Yeon Building

522 SW 5th Avenue

Portland, Oregon 97204-2122

WWPA Woven Wire Products Association

2515 Nordica Avenue

Chicago, Illinois 60635

WWPI Western Wood Preservers Institute

7017 NE Highway 99 #108

Vancouver, Washington 98665

2 .1 Definitions

A. “Furnish”: The term “furnish” means to supply and deliver to the Project site, ready for unloading, unpacking, assembly, installation and similar operations.

B. “Install”: The term “install” describes operations at the Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations.

C. “Provide”: The term “provide” means to furnish and install, complete and ready for the intended use.

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

SHEN-319541 01420-11

END OF SECTION 01420

SHEN-319541 01360-1

ACCIDENT PREVENTION

SECTION 01360

A. The work of this section consists of establishing an effective accident prevention program and providing a safe environment for all personnel and visitors.

1 .2 SUBMITTALS

A. Accident Prevention Program: Before on-site work begins, submit for acceptance an accident prevention program. The Contracting Officer will review the proposed program for compliance with OSHA and project requirements. If the program requires any revisions or corrections, the

Contractor shall resubmit the program within 10 days. No progress payments will be made until the program is approved. The program shall include:

1. Name of responsible supervisor to carry out the program.

2. Weekly and monthly safety meetings.

3. First aid procedures.

4. 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, National Park

Service personnel, and Contractor's employees. Identify the work included under each phase by reference to specification section or division numbers.

5. Training, both initial and continuing.

6. Planning for possible emergency situations, such as floods, fires, cave-ins, slides, explosions, power outages, and windstorms. Such planning shall take into consideration the nature of construction, site conditions, and degree of exposure of persons and property.

7. Housekeeping: Section 01570.

8. Fire Protection: Section 01510.

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

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

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

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

1 .3 QUALITY ASSURANCE

A. Clauses entitled "Accident Prevention" and "Permits and Responsibilities" of the contract. 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.

SHEN-319541 01360-2

B. Qualifications of Employees:

1. Ensure that employees are physically qualified to perform their assigned duties in a safe manner.

2. Do not allow employees to work whose ability or alertness is impaired because of drugs, fatigue, illness, intoxication, or other conditions that may expose themselves or others to injury.

3. Operators of vehicles, mobile equipment, hoisting equipment, and hazardous plant equipment shall be able to understand signs, signals, and operating instructions, and be capable of operating such equipment. Provide operating instructions for all equipment.

Newly hired operators shall be individually tested by an experienced operator or supervisor to determine if they are capable of safely operating equipment.

1 .4 ACCIDENT…