DRAFT_140L5724R0006_White_Sands_Campground_Construction_Specifications_1.pdf

WHITE SANDS CAMPGROUND

REPLACEMENT PROJECT

LITTLE SAHARA RECREATION AREA

UNITED STATES DEPARTMENT OF INTERIOR

BUREAU OF LAND MANAGEMENT

IDIQ CONTRACT NO. 140L0622D0004

MARCH 11, 2024

PRINCIPLE CODES AND STANDARDS

The contractor shall be required to comply with all Bureau of Land Management (BLM) codes and standards including all nationally recognized codes. All state and local building codes shall also be followed to the maximum extent practicable. Should a conflict exist between state and local codes and the

BLM-adopted nationally recognized codes, the BLM requirement shall prevail.

PREFACE

03/11/24

U.S. BLM – West Desert District Fillmore Field Office 95 East 500 North Fillmore, Utah 84631

DRAFT

White Sands Campground Replacement Project 01 00 01 Project No. 223405 Table of Contents Forsgren Associates, Inc.

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WHITE SANDS CAMPGROUND REPLACEMENT PROJECT

BLM NO. 223405

TABLE OF CONTENTS - PROVISIONAL SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS

01 00 00 BLM Codes and Standards

01 01 00 Summary of Work

01 03 00 Coordination and Sequencing

01 07 00 Abbreviations, Terms, and Reference Standards

01 30 00 Submittal Procedures

01 40 00 Mobilization and Demobilization

01 50 00 Temporary Construction Utilities and Environmental Controls

01 55 00 Quality Requirements

01 70 00 Acceptance of Work

01 80 00 Project Closeout

DIVISION 2 – SITE WORK

02 20 00 Trench Excavation and Backfill

02 20 40 Water for Construction

02 20 60 Earthwork

02 41 00 Demolition and Recycling of Existing Structures

DIVISION 3 – CONCRETE

03 00 00 Concrete – Small Projects

DIVISION 15 – MECHANICAL

15 11 00 Pipe and Piping Systems

DIVISION 31 – EARTHWORK

31 11 00 Clearing, Grubbing, and Stripping

31 22 00 Site Grading

31 23 15 Excavation and Backfill for Buried Pipelines

31 23 16 Excavation and Backfill for Buried Structures

31 32 19 Geotextile Fabric

31 32 20 Geogrid

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 11 23 Untreated Base Course

White Sands Campground Replacement Project 01 00 01 Project No. 223405 Table of Contents Forsgren Associates, Inc.

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DIVISION 33 – UTILITIES

33 05 13 Precast Concrete Septic Tank Structures

33 13 00 Flushing, Leakage Testing, and Disinfection

APPENDICES – RELEVANT PRODUCT INFORMATION, INSTALLATION, AND O&M MANUALS

Appendix A - LBFoster “Gunnison” CXT Vault Toilet Building

• Building Drawings

• Single Vault Stub-up Drawing

• Placement Diagram

• Installation Requirements and Recommendations

• Maintenance Manual

Appendix B - LBFoster “Dakota” CXT Flush Toilet Building

• Building Drawings

• Utility Stub-up Drawing

• Installation Requirements and Recommendations

• Site Pad Diagram

• Maintenance Manual

Appendix C – Envirotac II RhinoSnot Soil Stabilizer

• Product Information and Specification

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White Sands Campground Replacement Project 01 01 00 Project No. 223405 Summary of Work Forsgren Associates, Inc.

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SECTION 01 01 00

SUMMARY OF WORK

The project comprises generally of demolition, removal, and disposal of four wood-framed flush toilet buildings (approximately 237 square feet each) and the cleaning, relocation, and rehabilitation of six (6) existing single vault “Gunnison” CXT toilets and one existing flush toilet “Dakota” CXT restroom; and, the construction of three (3) aggregate-surfaced campsite loop roads, RV back-in and pull-through parking pads, site preparation and plumbing of two (2) new flush toilet “Dakota” CXT Government-provided restrooms and appurtenant septic systems, construction of CXT entrance concrete landings and ADA accessible ramps, and the construction of camp loop area fencing and signage.

This project construction phase will generally be completed under the following work tasks:

1. The four (4) wood-framed existing flush toilet buildings (~237 sf) to be inspected/assessed for asbestos and lead and perform such remediation for the same; and demolish, remove, and dispose of flush toilet restrooms in their entirety including foundations, adjacent sidewalks.

privacy walls, and associated septic systems abandoned per code. All metals therein to be recycled as applicable.

2. Pump, clean, sanitize, and prepare six (6) existing LB Foster "Gunnison" CXT single-vault toilets for relocation.

3. Clean, sanitize, and prepare one (1) existing LB Foster "Dakota" CXT pre-cast concrete flush restroom for relocation.

4. Prepare and sculpt the project site to establish finished grades, ensure proper drainage, and provide the desired aesthetics of the project including all earthwork excavating, removal, hauling, recontouring, regrading, rough and finish grading, and placement of the Combigrid®, aggregate base, and application of Rhinosnot soil stabilizer for the campground in its entirety to the lines and elevations shown for construction of all roadways, campsites, and parking areas, and for placement of structures and facilities.

5. Construct the potable water mainline along White Sands Campground roadway including all valves and fittings throughout.

6. Construct 6-foot wide reinforced concrete waterways in main Loop access roadways.

7. Construct the potable water 4-inch diameter mainline in each loop and campsite access roadway and construct the 2-inch campsite loop and service pipelines and auto-shutoff yard hydrants including all valves and fittings throughout.

8. Excavate, grade, prepare, relocate, set, and rehabilitate the six (6) "Gunnison" CXT single-vault toilets to the locations and elevations in Loops A, B, and C as shown in the construction plans, and construct ADA accessible concrete ramps thereto.

9. Excavate, grade, construct below-floor utilities and stub-ups, prepare site, relocate, set, and rehabilitate the existing "Dakota" CXT flush restroom fronting Loop C to the location and elevation shown in the construction plans for Loop C. Construct connections to utility stub-ups (waste, vent, and domestic water) to the plumbing fixtures within the restroom, and construct connection to existing septic system as shown in the construction drawings.

10. Excavate, grade, construct below-floor utilities and stub-ups, and prepare the two (2) flush toilet sites for LBFoster's (CXT's) offloading and setting of the Government-provided pre-cast "Dakota" CXT flush toilet restrooms in for Loops A and B. Construct connections to utility stub-ups (waste, vent, and domestic water) to the plumbing fixtures within the prefabricated CXT toilets, and

Forsgren Associates, Inc.

Page: 2 of 3 construct appurtenant septic systems and assemblies at the locations and elevations shown in the construction drawings for Loops A and B.

11. Construct and/or furnish and install double-swing barrier gates, gate docking bollards, and post and cable perimeter fencing around each campsite loop, and around septic systems at the locations and alignments shown in the construction plans.

12. Construct ADA Accessible concrete surfacing and amenities in Loop A.

13. Construct and/or furnish and install Kiosk / Sign Boards at entrance of each campsite loop camp area.

14. Construct and install signage throughout campground as indicated in the construction plans and/or directed by the Government, and complete final grading of the campground improvements.

In the event funding is available for additional construction, the following work tasks may be completed:

1. Construct 10'x10' tent site pad areas with non-woven GN40 filter fabric, 3-inches of pea gravel, and 6-inch-wide concrete perimeter ribbon curb.

The Contractor shall be responsible for coordinating his work and schedule with Government personnel and Engineer during and throughout construction proceedings.

1.02 WORK BY GOVERNMENT AND BY OTHERS

Other work as indicated in construction documents is anticipated to be performed at the site by the Government prior to, during, and/or in sequence with scheduled performance of the Work under these Contract Documents.

1.03 WORK SEQUENCE

A. See Section 01 31 00 – “Coordination and Sequencing.”

B. Provisions of Section 01 30 00 – “Submittal Procedure” shall be followed for all submittals.

1.04 ANTIQUITIES AND ARCHEOLOGICAL FINDINGS

A. All fossils, coins, articles of value or antiquity, structures, or other remains or relics of geological or archeological interest discovered on or in the area of the work site are and will remain the absolute property of the Government.

B. Contractor shall take all reasonable precautions to prevent unauthorized removal of or damage to any such discovery. Contractor shall inform the Government immediately upon discovery.

C. Contractor shall obtain and comply with the Government’s instructions for removal and disposal of the discovery.

1.05 PERMITS

The Contractor is responsible to obtain all required licenses and permits applicable to this project.

Contractor shall also be subject to the conditions of all permits and agreements between the Government and the permitting agencies.

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A. If Contractor discovers any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, Contractor must immediately notify Government of what has been found.

B. Allow representatives from Bureau of Land Management, Forsgren Associates, Central Utah Public Health Department, and Utah Division of Drinking Water to inspect the authorized activity at any time deemed necessary to ensure that Work is being or has been accomplished in accordance with the terms and conditions of the permit.

C. Maintain erosion control methods until all on-site soils are stabilized.

D. Development of a Storm Water Pollution Prevention Plan (SWPPP) to be implemented and updated from the commencement of any soil disturbing activities at the site, until final stabilization of the project. The SWPPP should include, but is not limited to, final site maps and legible plans.

E. On-site septic systems are to be permitted through Central Utah Public Health Department.

1.06 STORMWATER AND EROSION CONTROL

A. Contractor shall develop and prepare a Storm Water Pollution Prevention Plan (SWPPP) to be implemented and updated from the commencement of any soil disturbing activities at the site, until final stabilization of the project.

B. Prior to initiation of any construction activities Contractor shall construct appropriate best management practices (BMPs) on-site to prevent degradation to on-site and off-site surfaces and ground water. Methods shall include the use of appropriate measures to intercept and capture sediment prior to entering such waters as well as erosion control measures along the perimeter of all work areas to prevent the displacement of fill material. All BMPs identified in the SWPPP shall be in their proper place prior to initiation of any construction activities and shall remain until construction activities are completed. Contractor shall maintain erosion control methods until all on-site soils are Stabilized.

1.07 PRE- AND POST-CONSTRUCTION CONDITIONS

A. The Contractor shall video and/or photograph the project and provide copies of the pre— construction video and/or photography at least three (3) days prior to the start of construction documenting the condition of the project site including, but not limited to, construction accesses, staging areas, signage, structure, grades/slopes/surface, and vegetation.

B. Contractor shall also video and/or photograph the completed project and provide copies of the post-construction video and/or photography within 14-days of construction completion documenting the work completed including, but not limited to, restored staging areas, replaced signage, structures, restored surfaces, and vegetation removed. The camera positions and view angles of post-construction photographs shall be identified on a map, aerial photo, or project drawing.

PART 2 – PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

~ END OF SECTION ~

White Sands Campground Replacement Project 01 31 00 Project No. 223405 Coordination and Sequencing Forsgren Associates, Inc.

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SECTION 01 31 00

COORDINATION AND SEQUENCING

PART 1 – GENERAL

1.01 COORDINATION AND PROJECT CONDITIONS

A. Coordinate with Government and Engineer Work by Government and Work by Others: See Section 01 01 00 – “Summary of Work” and the Drawings for coordination of anticipated work, if any. Coordinate Contractor’s Work with Government.

B. Coordinate scheduling, submittals, and completion of various elements of the Project to ensure efficient and orderly sequencing of interdependent construction elements.

1.02 SEQUENCE OF WORK

A. Include the milestones and sequences of Work indicated for the Project as a part of the construction schedule submitted in the Bid Proposal. Work shall be constructed and/or performed in stages to allow for inspection by respective regulatory agencies.

1.03 GOVERNMENT PROVIDED PROPERTY

Defined as property in the possession of or acquired by the Government and subsequently furnished to the Contractor for the performance of a contract.

A. LBFoster “Dakota” CXT Flush Restrooms or approved equal: Contractor shall excavate, grade, construct below-floor utilities and stub-ups, and prepare the two (2) flush toilet sites for two new Government provided flush toilet restrooms for Loops A and B. Contractor shall coordinate his site preparation efforts for the timely arrival and setting of the two toilet buildings. After setting of the buildings are complete, Contractor shall construct connections to his previously installed utility stub-ups (waste, vent, and domestic water) to the plumbing fixtures within the prefabricated toilet buildings. Contractor shall construct appurtenant cleanouts, septic systems, and related assemblies at the locations and elevations shown in the construction drawings for Loops A and B.

1.03 NON-GOVERNMENT PROVIDED PROPERTY TO BE RELOCACTED ON-SITE

The existing “Gunnison” CXT toilet buildings are to be:

A. Pumped, cleaned, sanitized, and prepared for relocation by the Contractor. Strapping, lifting, hauling, and setting of the Gunnison CXTs (including vaults) from and to each location is to be completed by the Contractor. Once set in place, the Contractor shall repair, re-caulk, and repaint the CXTs in their entirety, and shall replace doors and hardware.

The existing “Dakota” CXT flush toilet building is to be:

A. Cleaned, sanitized, and prepared for relocation by the Contractor. Contractor shall excavate, grade, construct below-floor utilities and stub-ups, and prepare new site. Strapping, lifting, hauling, and setting of the Dakota CXT from its original location to its new location is to be completed by the Contractor. Once set in place, the Contractor shall construct connections to utility stub-ups (waste, vent, and domestic water) to the plumbing fixtures within the restroom, and construct connection to existing septic system as shown in the construction drawings. Contractor shall also repair, re-caulk, and repaint the CXT in its entirety, and shall replace doors and hardware.

1.04 FACILITIES AND PROPERTIES

A. After the Effective Date of the Notice to Proceed and before Work at site is commenced, Forsgren Associates, Inc.

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Contractor, Engineer, and/or Government will make a thorough examination of pre-existing conditions including existing buildings, structures, public and private access roads, and other improvements on and in the vicinity of the Work, as applicable, which might be impacted, relocated, damaged, or otherwise affected by construction operations.

B. Periodic reexamination shall be jointly performed to include, but is not limited to, cracks in structures, settlement, leakage, road surfaces damage and similar conditions.

1.05 SAFETY AND HEALTH

A. Contractor shall comply with the methods and procedures required by 29 Code of Federal Regulations (CFR), and with other 1926 Subpart C, federal, state and local health and safety laws, rules and requirements for the duration of the Work.

B. Contractor shall assume responsibility for every aspect of Health and Safety on the jobsite, including the health and safety of Sub-Contractors, suppliers, and other persons on the job site;

and shall employ additional health and safety measures as necessary, for workers in accordance with OSHA guidelines.

C. Contractor shall transmit copies of reports and other documents related to accidents or injuries encountered during construction to Government.

White Sands Campground Replacement Project 01 07 00 Project No. 223405 Abbreviations and References Forsgren Associates, Inc.

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SECTION 01 07 00

ABBREVIATIONS, TERMS, AND REFERENCE STANDARDS

PART 1 - GENERAL

1.1 DESCRIPTION

Wherever in these Specifications references are made to the standards, specifications, or other published data of the various national, regional, or local organizations, such organizations may be referred to by their acronyms or abbreviations only. As a guide to the user of these Specifications, the following acronyms, or abbreviations, which may appear herein, shall have the meanings indicated below.

1.2 DEFINITIONS OF ABBREVIATIONS AND ACRONYMS

AAR Association of American Railroads AASHTO American Association of the State Highway and Transportation Officials ACI American Concrete Institute ADC Air Diffusion Council AGA American Gas Association AGC Associated General Contractors AGMA American Gear Manufacturers Association AI The Asphalt Institute AIA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute AMCA Air Movement and Control Association ANSI American National Standards Institute, Inc.

APWA American Public Works Association ARI Air Conditioning and Refrigeration Institute ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating, and Air-Conditioning Engineers ASME American Society of Mechanical Engineers ASPE American Society of Plumbing Engineers ASQC American Society of Quality Control ASSE American Society of Sanitary Engineers ASTM American Society for Testing and Materials AWS American Welding Society AWWA American Water Works Association BLM Bureau of Land Management (U.S. Department of Interior) CDA Copper Development Association CEMA Conveyor Equipment Manufacturer's Association CGA Compressed Gas Association CFR Code of Federal Regulations CISPI Cast Iron Soil Pipe Institute CLFMI Chain Link Fence Manufacturer's Institute CMA Concrete Masonry Association CS Commercial Standard of NBS (U.S. Dept. of Commerce) CTI Cooling Tower Institute DIP Ductile Iron Pipe EIA Electronic Industries Association EPA U. S. Environmental Protection Agency ETL Electrical Test Laboratories FEMA Federal Emergency Management Administration FERC Federal Energy Regulatory Commission FS Forest Service (U.S. Department of Agriculture) FWS Fish and Wildlife Service

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GI Galvanized Iron IAPMO International Association of Plumbing and Mechanical Officials ICBO International Conference of Building Officials ID Inside Diameter IEEE Institute of Electrical and Electronics Engineers IES Illuminating Engineering Society IMC International Mechanical Code IME Institute of Makers of Explosives IPC International Plumbing Code ISA Instrument Society of America ISO International Organization for Standardization MBMA Metal Building Manufacturer's Association NACE National Association of Corrosion Engineers NBS National Bureau of Standards NEBB National Environmental Balancing Bureau NEC National Electrical Code NEMA National Electrical Manufacturer's Association NFGC National Fuel Gas Code NFPA National Fire Protection Association NFPA National Forest Products Association NRCS Natural Resources Conservation Service (U.S. Department of Agriculture) (formerly SCS) NSF National Sanitation Foundation OD Outside Diameter OSHA Occupational Safety and Health Administration PCA Portland Cement Association PDI Plumbing and Drainage Institute PE Polyethylene PVC Polyvinyl Chloride RWMA Resistance Welder Manufacturer's Association SAE Society of Automotive Engineers SMACNA Sheet Metal and Air Conditioning Contractor’s National Association SSPWC Standard Specification for Public Works Construction UBC Uniform Building Code UL Underwriters Laboratories, Inc.

UMC Uniform Mechanical Code UPC Uniform Plumbing Code UPRR Union Pacific Railroad USDARD Rural Development (U.S. Department of Agriculture) (formerly Farmers Home Administration) WCRSI Western Concrete Reinforcing Steel Institute WRI Wire Reinforcement Institute, Inc.

WWPA Western Wood Products Association.

1.3 TERMS & DEFINITIONS

The following definitions apply to this contract:

Backfill: Material used to replace or the act of replacing material removed during construction. Material placed or the act of placing material adjacent to structures.

Base: The layer or layers of material placed on a subbase or subgrade to support a surface course.

Bid Schedule: The prepared schedule included with the bid forms, containing the estimated quantities of pay items for which unit bid prices are invited. Also known as Schedule of Items.

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Construction Limits: The limits of the project site disturbed by construction operations and beyond which no disturbance is permitted. Typically, the construction limits are the same as the clearing limits, except when additional clearing is required.

Contract: The written agreement between the Government and the Contractor setting forth the obligations of the parties for the performance of and payment for the prescribed work.

Contractor: Individual or legal entity contracting with Government for performance of prescribed work.

Contract Time: The specified time allowed for completion of contract work.

Cross-Section: A vertical section of the ground or structure at right angles to the centerline or baseline of the roadway or other work.

Day: A calendar day beginning and ending at midnight.

Density: Mass per unit volume of material. Specific gravity multiplied by the density of water.

Detour: A temporary rerouting of public traffic to avoid the work or part of the work.

Drawings: Design sheets or fabrication, erection, or construction details submitted to the government by the Contractor.

Government: The Bureau of Land Management of the United States of America.

Lift: When placing and compacting soils, aggregates, or pavement; a lift is a single, continuous layer of material that receives the same compactive effort throughout and during a single work operation. When installing culvert pipe the backfill material placed on both sides of the pipe is considered to be contained in the same lift when placed to the same elevation.

Material: Substances specified or necessary to satisfactorily complete the contract work.

Measurement: The process of identifying the dimensions, quantity, or capacity of a pay item.

See Section 109 for measurement methods, terms, and definitions.

Pay Item: A specific item of work for which a unit and price is provided in the contract.

Plans: The construction plans furnished by the Engineer showing the location, type, dimensions, and details of the work.

Project: The specific work and work area for an individual task order.

Roadbed: The graded portion of a road prepared as a foundation for upper layers and shoulders.

Roadside: The area between the outside shoulder edge and the right-of-way limits.

Schedule of Items: A schedule in the contract listing construction items with description, units of measurement and estimate of quantities, included in the work, see “Bid Schedule”.

Shoulder: A portion of the roadway contiguous with the traveled way that accommodates pedestrians, bicycles, stopped vehicles, and emergency use; as well as lateral support of the subbase, base, and surface courses.

Specifications: The written requirements for performing work.

Station: A precise location along a survey line.

Structures: Bridges, culverts, catch basins, drop inlets, retaining walls, cribbing, manholes, endwalls, buildings, sewers, service pipes, underdrains, foundation drains, and other constructed features that may be encountered in the work.

Subbase: The layer or layers of material placed on a subgrade to support a base.

Subcontract: The written agreement between the Contractor and an individual or legal entity prescribing the performance of a specific portion of the work.

Subcontractor: An individual or legal entity with which the Contractor sublets part of the work.

This includes subcontractors in all tiers.

Subgrade: The top surface of a roadbed upon which the pavement structure, shoulders, and curbs are constructed.

Substantial Completion: The point at which the project is complete such that it can be safely and effectively used by the public without further delays, disruption, or other impediments.

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Suitable Material: Rock or earth material that will provide stable foundations, embankments, or roadbeds, and is free of organic matter, muck, frozen lumps, roots, sod, or other deleterious material. Suitable material may require drying or adding water, root picking, and other methods of manipulation before use. Suitable material includes the classifications of material for which the project was designed.

Superintendent: The Contractor's onsite representative who has authority to act for the Contractor and is responsible for directing and supervising construction operations on behalf of the Contractor.

Traveled Way: The portion of the roadway designated for the movement of vehicles, exclusive of shoulders.

Unsuitable Material: Material not capable of creating stable foundations, embankments, or roadbeds. Unsuitable material includes muck, sod, or soils with high organic contents.

Work: The furnishing of all labor, material, equipment, and other incidentals necessary to complete the project according to the contract

PART 2 - REFERENCED WORKS, CODES AND STANDARDS

Whenever references to specifications, codes, standards and other publications are made to these Specifications, the following rules shall apply:

2.1 TITLES OF SECTIONS AND PARAGRAPHS

Titles of sections and/or paragraphs shown in these Specifications are for convenience of reference only, and do not form a part of the Specification.

2.2 APPLICABLE PUBLICATIONS

Whenever references in these specifications are made to published specifications, codes, standards, or other requirements, it shall be understood that unless a date is specified, only the latest edition of these specifications, codes, and/or standards which have been published as of the date that the work is advertised for bids, shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. No requirements set forth herein or shown on the Drawings shall be waived because of any provision of, or omission from, said standards or requirements.

2.3 SPECIALISTS AND SPECIAL ASSIGNEMENTS

In certain instances, specification text requires (or implies) that specific work is to be assigned to specialists or expert entities, who must be engaged for the performance of that work. Such direction shall be recognized as special requirements and is not intended to interfere with local union jurisdiction settlements and similar conventions. Such assignments are intended to establish which party or entity involved in a specific unit of work is recognized as "expert" and qualified for the assignment of the work. Nevertheless, the final responsibility for fulfilling this assignment remains with the Contractor.

2.4 BUILDING CODES

Reference herein to "Building Code" shall mean the Uniform Building Code issued by the International Conference of Building Officials (ICBO). The latest edition of the code as approved and used by the local agency as of the date of award, as adopted by the agency having jurisdiction, shall apply to the work herein, including all addenda, modifications, amendments, or other lawful changes thereto.

2.5 OSHA

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OSHA REGULATIONS - References herein to "OSHA Regulations for Construction" shall mean Title 29, Part 1926, Construction Safety and Health Regulations, Code of Federal Regulations (OSHA), including all changes and amendments thereto.

OSHA STANDARDS - References herein to "OSHA Standards" shall mean Title 29, Part 1910, Occupational Safety and Health Standards of the U.S. Code of Federal Regulations, including all changes and amendments thereto.

2.6 DOT STANDARDS/SPECIFICATIONS

References to "State DOT Specifications" or "State DOT Requirements" shall mean the Specifications for Excavation on State Highway Right-of-Way and/or Standard Specifications for Road and Bridge Construction, including all amendments thereto, issued by the State agency responsible for highways wherein the Contract is located and any other written requirements or provisions issued by that agency which are contained in these Contract Documents.

2.7 FEDERAL PIPELINE SAFETY STANDARDS

Reference to "Federal Pipeline Safety Standards" shall mean Title 29, Parts 191 and 192, Federal Pipeline Safety Minimum Standards, U.S. Code of Federal Regulations including all changes and amendments thereto.

2.8 STATE GAS PIPELINE SAFETY STANDARDS

References to "State Gas Pipeline Safety Standards" shall mean the appropriate section/s of the legal code or regulations adopted in the State wherein the work is located, including all changes and amendments thereto.

PART 3 - CONFLICTS

In case of conflict between codes, reference standards, Drawings and the other Contract Document, the BLM requirements shall govern. All conflicts shall be brought to the attention of the Engineer for clarification and directions prior to ordering or providing any materials or labor required therefrom. The Contractor shall assume the most stringent requirements apply when preparing bids for this Contract.

END OF SECTION

White Sands Campground Replacement Project 01 30 00 Project No. 223405 Submittal Procedures

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SECTION 01 30 00

SUBMITTAL PROCEDURES

1.1 SECTION INCLUDES

A. Submittal procedures B. Shop drawings and samples C. Administrative submittals D. Certificates E. Test reports F. Quality control submittals G. Contract closeout submittals

1.2 SUBMITTAL PROCEDURES

A. Timeline: Schedule and make submissions in accordance with requirements of individual Specification section and in such sequence as to cause no delay in Work or in work of other Contractor’s.

B. Identification of Submittals:

1. Complete, sign, and transmit with each Submittal package, one transmittal of Contractor’s Submittal Form as provided at preconstruction conference.

2. Identify each Submittal with the following numbering and tracking system:

a. Sequentially number each Submittal.

b. Resubmissions of a Submittal will have original number with sequential alphabetic suffix.

3. Format: Orderly, indexed with labeled tab dividers.

4. Show date of submission.

5. Show Project title and Government’s contract identification and contract number.

6. Show names of Contractor, Subcontractor or Supplier, and manufacturer as appropriate.

7. Identify, as applicable, Contract Document section and paragraph to which Submittal applies.

8. Identify Submittal type; submit only one type in each Submittal package.

9. Identify and indicate each deviation or variation from Contract Documents. Identify system limitations which may be detrimental to successful performance of completed Work.

C. Copies:

1. Contractor shall determine, with Government, an acceptable method of submitting hard copies and electronic copies prior to issuance of submittals.

1. Hard copies:

a. Six (6) unless otherwise specified in individual sections.

2. Electronic copies:

a. Acceptable electronic media, in order of preference, include two (2) copies of compact discs (CDs) or digital video disc (DVD). Electronic file submissions may be accepted via email depending on file size limitations. Alternatively, files may be transmitted electronically via FTP or share files.

b. All files and plans should be submitted in Adobe PDF (.pdf) format. Please convert documents to PDF directly from work processing wherever possible. If it is necessary to scan a paper copy to PDF, please make sure you enable Optical Character Recognition (OCR) in the scanning program; this will make the PDF document searchable. Photographs may be submitted in JPEG (.jpg) format.

c. All file names should be descriptive of the document contents.

3. Samples:

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a. Two (2), unless otherwise specified in individual Specification sections.

b. Contractor is responsible for safe and proper delivery of samples and shall prepay cartage charges.

D. Resubmissions: Clearly identify each correction or change made.

E. Incomplete Submittal Submissions:

1. Government will return the entire Submittal for Contractor’s revision/correction and resubmission.

2. Submittals which do not clearly bear Contractor’s stamp, signed or initialed certification that review, approval, verification of products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with requirements of the Work and Contract Documents will be returned to Contractor unreviewed.

F. Non-specified Submissions: Submissions not required under these Contract Documents will not be reviewed or processed.

G. Government’s Review: Government will act upon Contractor’s Submittal and transmit response to Contractor not later than 30 days after receipt excluding delivery time to and from Contractor, unless otherwise specified. Resubmittals will be subject to the same review time.

H. Schedule Delays:

1. No adjustment of Contract Times or Price will be allowed due to Government’s review of Submittals, unless all of the following criteria are met:

a. Contractor has notified Government in writing that timely review of Submittal in question is critical to progress of Work, and has received Government’s written acceptance to reflect such on current accepted submission and progress schedule.

Written agreement by Government to reduce Submittal review time will be made only for unusual and Contractor-justified reasons. Acceptance of a progress schedule containing Submittal review times less than specified or less than agreed to in writing by Government will not constitute Government’s acceptance of the review times.

b. Government has failed to review and return first submission of a Submittal within agreed time indicated and accepted by Government.

2. No adjustment of Contract Times or Price will be allowed due to delays in progress of Work caused by rejection and subsequent resubmission of Submittals, including multiple resubmissions.

1.3 SHOP DRAWINGS AND SAMPLES

A. Description: Reference General Conditions article 6.17- “Shop Drawings and Samples”.

B. Excessive Shop Drawing Review: One resubmission of Shop Drawings will be performed by Government, as appropriate, at no cost to Contractor. Subsequent additional resubmissions of that Shop Drawing will be reviewed by Government; however Government will document work hours required to perform such additional review(s) and will report these costs to Government. Contractor shall reimburse Government for these costs.

C. Substitute and “Or Equal” Items: Meet requirements of General Conditions article 6.05-

“Substitutes and ‘Or-Equals’.”

D. General: Submit to Government as required by individual Specification sections.

E. Identify and Indicate:

1. Pertinent Drawing sheet(s) and detail number(s), products, units and assemblies, and system or equipment identification or tag numbers.

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2. Critical field dimensions and relationships to other critical features of Work.

3. Samples: Source, location, date taken, and by whom.

4. Each deviation or variation from Contract Documents in accordance with General

Conditions article 6.17.C.3 – “Submittal Procedures.”

F. Design Data:

1. Design systems, equipment, and components, including supports and anchorages, in accordance with the provisions of the latest edition of all uniform codes, including Uniform Building Code and to withstand seismic loads in addition to other loads.

2. Provide an appropriately licensed professional engineer to perform design, oversee preparation of Shop Drawings, manufacturing, and installation, as appropriate, and to stamp and certify that Shop Drawings conform with design requirements and requirements of Laws and Regulations and governing agencies.

3. When specified, provide Project-specific information as necessary to clearly show calculations, dimensions, logic and assumptions, and referenced standards and codes upon which design is based.

1.4 ADMINISTRATIVE SUBMITTALS

A. Description: Submittals that are not Shop Drawings or Samples, or that do not reflect quality of product or method of construction. May include, but not limited to those Submittals identified below.

B. Schedule of Submittal Submissions:

1. Prepare and submit, preliminary list of submissions grouped by Contract Document article/paragraph number or Specification section number, with identification, numbering and tracking system as specified under Paragraph Identification of Submittals and as approved by Government.

2. Include only the following required submissions:

a. Shop Drawings and Samples.

b. Training plans.

c. Test Procedures.

d. Operation and maintenance manuals.

e. Record documents.

f. Specifically required certificates, warranties, and service agreements.

C. Applications for Payment and Schedule of Values: Meet requirements of Section 01 20 00

– “Price and Payment Procedures.”

D. Construction Photographs: In accordance with Section 01 31 00 – “Coordination and Sequencing,” and as may otherwise be required in the Contract Documents.

E. Schedules:

1. Progress Schedule(s): Meet the requirements of Section 01 32 00 – “Progress Schedule.”

2. Schedule of Operation and Maintenance Manuals: Meet requirements of Section 01 70 00 – “Project Closeout.”

3. Schedule of Training Government’s Personnel: Meet instruction requirements of Section 01 70 00 – “Project Closeout.”

4. Schedule of Functional and Performance Testing and of Startup Schedule and Plan:

Meet requirements of Section 01 91 00 – “Commissioning.”

F. Training Materials: Meet the demonstration and instruction requirements of Section 01 70

00 – “Project Closeout.”

G. Submittals Required by Laws, Regulations, and Governing Agencies:

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1. Submit promptly notifications, reports, certifications, payrolls, and otherwise as may be required, directly to the applicable federal, state, or local governing agency or their representative.

2. Transmit to Government for Government’s records one copy of correspondence and transmittals (include enclosures and attachments) between Contractor and governing agency.

1.5 CERTIFICATES

A. Manufacturer’s Certificate of Compliance:

1. Shall be submitted when specified in individual Specification sections or where products are specified to a recognized standard or code, submit prior to shipment of product or material to the site.

2. Government may permit use of certain materials or assemblies prior to sampling and testing if accompanied by accepted certification of compliance.

3. Shall be signed by product manufacturer certifying that materials, manufacture, and product specified conforms to or exceeds specified requirements and intent for which product will be used. Submit supporting reference data, affidavits, and certifications as appropriate.

4. May reflect recent or previous test results on material or product but must be acceptable to Government.

B. Certificates of Successful Testing or Inspection: Submit when testing or inspection is required by Laws and Regulations or governing agency or specified in the individual Specification sections.

C. Manufacturer’s Certificate of Proper Installation: As required for Project Closeout.

1.6 TEST REPORTS

A. Description: Submit test reports for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.

B. Written Test Reports of Each Test and Inspection: As a minimum, include the following:

1. Date of test and date issued, Project title and number, testing laboratory name, address, and telephone number, and name and signature of laboratory inspector.

2. Date and time of sampling or inspection and record of temperature and weather conditions.

3. Identification of product…