Sedgwick - Advertisement - Appendix L - Construction Specifications.pdf

STATE OF COLORADO

DEPARTMENT OF TRANSPORTATION

Office of the Chief Engineer Property Management Section 2829 W. Howard Place, 4th Floor Denver, CO 80204

SEDGWICK 9-BAY VEHICLE STORAGE FACILITY

SAP #22137

100% SPECIFICATIONS

NOVEMBER 21, 2024

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SEDGWICK 9-BAY VSF & SAND SHED SUMMARY OF WORK

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SECTION 01 11 00

SUMMARY OF WORK

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Provisions of The General Conditions of the Contract (Design/Bid/Build) and Division 1 General Requirements and applicable provisions elsewhere in the contract documents apply to this Section.

1.2 PROJECT INFORMATION

A. The Project Information and Contacts are:

1. Project Title: SEDGWICK 9-BAY VSF & SAND SHED CDOT Project Number #22137

2. Project Location: Colorado Department of Transportation 10841 Highway 59 Sedgwick, CO 80749

3. Owner: (Denver) Colorado Department of Transportation

Property Management 2829 W. Howard Pl.

Denver, CO 80204

4. CDOT Representative: Rob Levinson 2829 W. Howard Pl.

Denver, CO 80204

(P) 720-550-0033 email: rob.levinson@state.co.us

5. Geotechnical Engineer: Terracon Alec N. Strassburg, P.E.

1510 44th St., Unit 1 Evans, CO 80620

(P) (970) 351-0460 email: alec.strassburg@terracon.com

6. Architect: Clark & Enersen

Casey Roberts 123 N College Ave., Suite 200

Fort Collins, CO 80524

(P) (970) 818-8999 email: casey.roberts@clarkenersen.com

7. Civil Engineer Clark & Enersen Shane Boyle 123 N College Ave., Suite 200 Fort Collins, CO 80524 e-mail: shane.boyle@clarkenersen.com

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8. Structural Engineer: Clark & Enersen Eric Richards

123 N College Ave., Suite 200 Fort Collins, CO 80524 email: eric.richards@clarkenersen.com

9. Mechanical, Electrical, Clark & Enersen Plumbing Engineer: Brenton Boyer

123 N College Ave., Suite 200 Fort Collins, CO 80524 email: brenton.boyer@clarkenersen.com

B. The Work consists of the Architectural, Civil, Structural, Mechanical, Plumbing, and Electrical work as shown on the Drawings, specified in the Specifications, described in the Scope of Work, and as otherwise amended by Addendum prior to bidding. Bidding General Contractors to verify tie-ins to Gas, Electrical, Water and Communications prior to submitting bids.

1. Work includes all labor, material, equipment, means and methods to perform the construction of all infrastructure, site work and buildings as shown on the Drawings.

C. Geotechnical Report: Reference Geotechnical Engineering Report, Project No. 21245001 Dated September 3, 2024 by Terracon.

D. Submittal Log is provided as part of the Project Documents. Submittals are due from the Contractor to the CDOT Representative on the specific dates indicated. This log delineates due dates based on the Notice to Proceed date of the project. Failure to meet these deadlines will have an effect on Contractor’s overall rating as part of the Contract Management System requirements.

1.3 CONTRACTOR USE OF PREMISES

A. General: The Contractor shall have shared use of the premises during the construction period. The existing Node Building, Sand Dome, Plenary Trailer on site need to continue to function at all times during construction. Coordinate with owner before disrupting utilities to occupied structures, especially Node Building.

B. Limit use of premises to areas indicated or directed. Do not disturb portions of the area and site beyond the areas indicated or directed.

C. Allow for Owner occupancy and use.

D. Keep driveways and entrances clear. Unless directed, do not use these areas for parking or material storage. Schedule deliveries to minimize on-site storage of materials and equipment.

E. Work currently underway at the Site: none planned other than per A.

F. Shared Owner Occupancy: The Owner will occupy and use the site during construction, cooperating with Contractor’s activities. Coordinate and cooperate with the Owner to minimize conflicts and facilitate Owner usage. Do not interfere with the Owner's operations.

G. Owner Provided Utilities: The Owner shall make available the following utilities for use by the

Contractor during construction.

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1. Existing electrical; coordinate with XCEL.

2. Water

H. Contractor Provided Utilities: The Contractor shall provide for the following temporary service utilities during construction:

1. Telephone

2. Toilets

3. Water

4. Electrical Power

5. Septic Permit

I. On-Site Storage: On-Site storage will need to be arranged with CDOT at pre-construction meeting. On-site storage must not impact access to Node building, Sand Dome, and Plenary Trailer from access gate.

J. Contractor Provided Permits and Fees: The Contractor shall provide for all permits and fees which may include, but not be limited to:

1. State Electrical and State Plumbing permits

2. Traffic Permits (if applicable)

3. Use Fees (if applicable)

4. Fire Department Review by local jurisdiction, including fire alarm design review and permit if required.

5. Colorado Department of Public Health and Environment Permits required for construction.

K. Contractor to provide fencing around construction area to secure job site and staging, at contractor’s risk.

L. Owner pays the following fees:

1. State contracted code review, inspection fees

2. Tap fees

3. Electrical service upgrade fees

4. Fire Line Connection fees, if needed

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION

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SEDGWICK 9-BAY VSF & SAND SHED ADD ALTERNATES

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SECTION 01 23 00

ADD ALTERNATES

PART 1 - GENERAL

1.1 GENERAL

A. Provisions of The General Conditions of the Contract (Design/Bid/Build) and Division 1 General Requirements and applicable provisions elsewhere in the contract documents apply to this Section.

1.2 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Alternates described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum.

1.3 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

B. Execute accepted alternates under the same conditions as other work of the Contract.

C. Schedule: A schedule of alternates is included at the end of the Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

PART 2 - PRODUCTS (Not used)

SEDGWICK 9-BAY VSF & SAND SHED ADD ALTERNATES

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PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. Add. Alternate No. 1: MAG. CHLORIDE CRYSTALLINE WATERPROOFING ADMIXTURE

1. Base Bid: No inclusion of a crystalline waterproofing admixture for the magnesium chloride containment structure concrete mix; design is the base bid as indicated in specification section 03 30 00.

2. Add. Alternate: Inclusion of a crystalline waterproofing admixture in the magnesium chloride containment structure concrete mix; design as indicated in specification section 03 30 00.

SEDGWICK 9-BAY VSF & SAND SHED PROJECT MEETINGS

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SECTION 01 31 19

PROJECT MEETINGS

1.2 SUMMARY

A. This Section specifies administrative and procedural requirements for project meetings, including, but not limited to, the following:

1. Preconstruction Conference

2. Construction Progress meetings

3. Project Closeout (Punch List) meeting

4. Project Final Inspection

1.3 CONSTRUCTION MEETINGS

A. Preconstruction Conference: Contractor shall attend a preconstruction conference, to be held at the site of the Work, before starting construction to review responsibilities, personnel assignments, and any other pertinent construction related issues. The time of the preconstruction conference is to be determined by the CDOT Representative. CDOT Representative will provide notification to the Contractor.

1. Attendees: Authorized representatives of the CDOT, Engineer, Engineer's Sub- Consultants (as needed); the Contractor; subcontractors; and other concerned parties shall attend. Participants shall be familiar with the Project and authorized to conclude matters relating to the Work.

2. Agenda: Discuss items that could affect progress, including, but not limited to the following:

a. Tentative construction schedule

b. Critical work sequencing

c. Conformance with CDOT procedures (CDOT Standard Specifications for Road and

Bridge Construction, Current Edition)

d. Submittals

e. Development of Coordination Drawings

f. Use of the premises

g. Anticipated interval of subsequent construction progress meetings

h. Location of existing easements and requirements regarding work on, near, or under existing easements

B. Environmental Preconstruction Conference: Prior to construction or any earthwork being performed, an on-site Environmental Preconstruction Conference shall be held. The time of the environmental preconstruction conference is to be determined by the CDOT Representative. This conference can be held concurrently with the preconstruction conference.

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1. The conference shall be attended by:

a. The CDOT Representative

b. The CDOT Region Water Pollution Control Manager (RWPCM)

c. The CDOT Personnel (e.g. CDOT Landscape Architect) who prepared or reviewed the Stormwater Management Plan (SWMP)

d. The Contractor’s Superintendent

e. The Contractor’s SWMP Administrator

f. Supervisors or Foremen of subcontractors working on the project

2. Agenda: At this conference, the attendees shall discuss the SWMP, the Colorado Department of Public Safety Stormwater Construction Permit (CDPS – SCP), sensitive habitats on site, wetlands, other vegetation to be protected, individual’s responsibilities, required inspections and the enforcement mechanisms for not meeting the requirements of this specification.

C. Construction Progress Meetings: Attend construction progress meetings at the Project Site at regular intervals as scheduled by the CDOT Representative. It is anticipated that a Construction Progress Meeting shall take place during each site observation visit that will be conducted by the CDOT Representative; contractor will notify pertinent sub-contractors.

1. Attendees: The CDOT Representatives, the Contractor, subcontractors; and other concerned parties shall attend. All parties concerned with current progress or involved in planning, coordination, or future activities shall be represented. Participants shall be authorized to conclude matters relating to the Work.

2. Agenda: Review minutes of the previous construction progress meetings. Review items of significance that could affect progress. Include topics for discussion appropriate to Project status.

1.4 CLOSEOUT MEETINGS

A. Project Closeout (Punch List) Meeting: Attend project closeout (punch list) meeting, to be conducted at the Project Site, after issuance of notification to the CDOT Representative of substantial completion. The timing of the project closeout (punch list) meeting shall be determined by the CDOT Representative. The CDOT Representative will provide notification to the Contractor. The Contractor shall be made aware that a Project Closeout (Punch List) Meeting shall not be scheduled by the CDOT Representative unless, in the opinion of the CDOT Representative, the total number of minor items that are anticipated to be included on the punch list shall be ten (10) or less and include no major structural, inspection or other major issues.

1. Attendees: The CDOT Representative, Architect, Engineer and their Sub-Consultants (as needed), CDOT State Buildings Delegee, the Contractor, subcontractors; Owner’s code consultant and other concerned parties shall attend. All parties concerned with project closeout events. Participants shall be authorized to perform project closeout tasks.

2. Agenda: Project Closeout (Punch List) Meeting is to be conducted by the CDOT Representative. Review project closeout procedures, perform Punch List walk-through of the work for the purpose of demonstrating to the Owner, Architect, Engineer, and Engineer’s Sub-Consultants (as needed) and code compliance consultant that the work has been performed and completed within the guidelines set forth in the Contract Documents.

3. Record Documents: During the project closeout meeting, the Contractor shall make arrangements to transfer the record documents to the CDOT Representative.

4. Building Permit(s): During the project closeout meeting, the Contractor shall show

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evidence to the CDOT Representative that all necessary building permits have been signed off by the governing code authority on the Project’s Building Inspection Report Yellow Card (State Buildings Form SBP-BIR).

5. Contract Closeout Final Punch List is written by CDOT Representative and communicated to Contractor on State Buildings Form SBP 06 – Rev. 9/2006.

B. Project Final Inspection Meeting: Project Final Inspection written by CDOT State Buildings

Delegee and communicated to Contractor.

1. Attendees: The CDOT Representative, Architect, Engineer, Sub-Consultants (as needed), CDOT State Buildings Delegee, the Contractor, subcontractors; Owner’s code consultant and other concerned parties shall attend. All parties concerned with project closeout events. Participants shall be authorized to perform remaining punch list items.

2. Agenda: Final Inspection Meeting is to be conducted by the CDOT Representative.

Review project closeout procedures, perform final walk-through of the work for the purpose of demonstrating to the Owner, Architect, Engineer, and Engineer’s Sub- Consultants (as needed) and code compliance consultant that the punch list items has been performed and completed within the guidelines set forth in the Contract Documents.

3. Contract Closeout Final Punch List is written by Owner and communicated to Contractor on State Buildings Form SBP 06 – Rev. 9/2006.

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SEDGWICK 9-BAY VSF & SAND SHED SUBMITTAL PROCEDURES

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SECTION 01 33 00

SUBMITTAL PROCEDURES

A. This Section specifies requirements for handling submittals.

1.3 GENERAL PROCEDURES

A. Coordinate submittal preparation with performance of construction activities, and with purchasing or fabrication, delivery, other submittals and related activities. Transmit per the due dates listed per activity on the Submittal Log provided by CDOT Representative.

B. Coordinate transmittal of different submittals for related elements so processing will not be delayed by the need to review concurrently for coordination. Electronic submittals are acceptable for all submittals except in the case where material selection is required. The CDOT Representative reserves the right to withhold action on a submittal requiring coordination until all related submittals are received.

C. Processing: Contractor shall allow ten working days beyond the date at which the submittal arrives for initial review. Allow more time if processing must be delayed for coordination with other submittals. The CDOT Representative will advise the Contractor when a submittal must be delayed for coordination.

1. No extension of time will be authorized because of failure to transmit submittals sufficiently in advance of the Work to permit processing.

D. Substitutions: Contractor may submit “like” products for review/acceptance. Contractor must provide specific documentation evidencing that proposed product meets complete specification. CDOT Representative may reject substitution. Any substitutions must comply with agreed-upon Submittal Log Date.

E. Submittal Preparation: Place a label or title block on each submittal for identification. Include the following minimum information on the label:

1. CDOT Project Name and Project Number

2. Date (of transmittal to CDOT Representative)

3. Name, address, and telephone number of Contractor

4. Indication of review by Contractor, date, and result of review. Submittals without

Contractor review stamp will not be accepted and will be returned without review.

5. Specification Section and Submittal Schedule number, the products included in the

Submittal relating to Submittal clearly referenced on the submittal package.

6. Subsequent resubmittals require a suffix to the Submittal Section number identifying the

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resubmittal as such.

7. Meet agreed-upon Submittal Schedule

F. Submittal Transmittal: Package submittals appropriately for transmittal and handling.

Transmit with a transmittal form identifying the name of the Submittal and product, the Specification Section, and the Submittal Schedule number.

G. Project-Specific Submittal Log: Owner will provide a project-specific Submittal Log to Contractor at the Project Pre-Construction Meeting. Submittals are due from Contractor to CDOT Representative on the specific dates indicated. At Pre-construction meeting, CDOT Representative will provide contractor proposed schedule of submittal due dates for review.

Contractor must propose any date changes within seven (7) days of pre-construction meeting. The Submittal Log delineates due dates based on the Notice to Proceed date of the project. Failure to meet these submittal deadlines will have an effect on the Contractor’s overall rating as part of the State’s Contract Management System requirements.

H. Contractor's Construction Schedule: The Contractor shall submit a written/electronic detailed construction schedule within 21 calendar days of receiving the Notice to Proceed from the CDOT Representative. Provide for separation of major construction activities. Provide starting and completion dates for major construction activities.

I. Weekly Construction Reports: Contractor shall prepare a weekly construction report recording information concerning events at the site. Report shall be sent electronically every Friday by 8:00 a.m. recapping the current week’s activities and projecting the next week’s activities, for each work day. Weekly progress photos should be included with this report.

Submit one copy to the CDOT Representative, electronic files are preferred. Reports shall include the following information:

1. Substantial completions.

2. General weather conditions, if applicable.

3. Accidents, stoppages, delays, shortages, losses. (Note: any accidents or delays/losses need to be communicated verbally to Owner at the time of incident.)

4. Change Order Bulletins, Change Order Proposals, Change Orders, Emergency Change

Orders, or Field Orders received and/or implemented. Written report does not substitute for verbal telephone communication by Contractor to CDOT Representative on any pertinent issue.

J. Manufacturer's Operations and Maintenance Manuals/Instructions: See Section 01 78 23

Operations and Maintenance Data for more detailed information.

K. Shop Drawings: Submit new information, drawn to accurate scale. Indicate deviations from Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Include the following information:

1. Dimensions, elevations, heights, etc.

2. Identification of products and materials included.

3. Notation of dimensions established by field measurement.

L. Coordination Drawings: General Contractor is required to prepare Coordination Drawings incorporating approved product and system submittal information to include: Floor plans, reflected ceiling plans and/or building sections and details as appropriate, drawn to scale and dimensioned, and coordinating penetrations, mounting, clearances, embeds for the following, as identified by Systems:

1. System 1: Piping penetrations through approved foundation system and slab; piping

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below slab including invert elevations and slop of piping, slope of floor, incorporating drain and grate elevations.

2. System 2: Metal building structure and framing, concrete curbs, foundations, and column bases; Steel stair system, insulation system meeting the requirements of IECC 2015;

Track mounting clearance and attachment for overhead door system including concrete curbs and column bases and adjacency to metal building structure and framing.

3. System 3: Lighting and fans, and clerestory glazing to ensure required clearance at overhead door openings; Ceiling-mounted items including lighting fixtures, ceiling fans, diffusers, grilles, speakers, sprinklers (if required), radiant heat system, exhaust and ventilation system, access panels, vents, compressed air piping.

4. General Contractor shall provide the anticipated delivery dates of Coordination Drawings Systems to be reviewed, and verify the content of the Coordination Drawings package or packages.

5. General Contractor shall advise the CDOT Representative of conflicts in the system engineering and coordination within five (5) days after discovery of the conflict.

6. General Contractor shall identify the subcontractor responsible for producing the Coordination Drawings within the first 30 days of the project, including the anticipated schedule for completion of each System.

7. Coordination drawings that have been produced in a standard CADD or Revit drawing format will be provided to the CDOT Representative, Architect and Engineer as PDF files.

8. CDOT Representative, Architect and Engineers will provide comments within five (5) days of receipt of Coordination Drawing package.

9. Coordination Drawing System packages are each a one-time submittal, reviewed by the CDOT Representative, Architect and Engineers for compliance with design intent.

M. Submittal: Submit electronic drawings for review if the submittal is in the form of a drawing.

Submit one electronic cut sheets, written data, etc. Submit a minimum of two sample or color chip for review if the submittal is a color selection or product sample. The submittal will be returned to the Contractor marked with action taken and corrections or modifications required after review by Architect, Owner, Engineers and Code Reviewer. The Contractor shall distribute reviewed submittals to Sub-Contractors or affected parties. Submittals must have the stamp and signature of the Contractor, indicating the General Contractor has reviewed the Submittal prior to submission to the Architect, Owner, Engineer, and Code Reviewer.

Submittals not reviewed by General Contractor will be returned un-reviewed by the CDOT Representative.

N. Do not fabricate or install any items from Shop Drawings without a final stamp from the

CDOT Representative, Architect or Engineer which indicates action to be taken (if any) by the Contractor.

O. Product Data: Collect Product Data into a single submittal for each element or system. Mark each copy to show applicable choices and options. Where Product Data includes information on several products, some of which are not required, mark copies to indicate the applicable information. Include, as applicable, the following information:

1. Manufacturer's printed recommendations.

2. Compliance with recognized testing agency standards and with the requirements of the

Specifications.

3. Application of testing agency labels and seals.

4. Submittal: Submit an electronic copy of product data. The reviewed submittal will be returned to the Contractor marked with action taken and corrections or modifications required after review by Architect, Owner, Engineers and Code Reviewer. The Contractor shall distribute reviewed submittals to Sub-Contractors or affected parties.

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P. Submittal Action: CDOT Representative, Architect, or Engineers will review each submittal, mark to indicate action taken, and return. Compliance with specified characteristics is the Contractor's responsibility.

Q. Action Stamp: The CDOT Representative, Architect, or Engineer will stamp each submittal with an action stamp or transmittal. The stamp or transmittal will be marked to indicate action to be taken. The review comments of the CDOT Representative, the Architect, Engineer, and/or code reviewer shall not relieve the Contractor from responsibility for deviations or errors from the Drawings or Specifications.

SEDGWICK 9-BAY VSF & SAND SHED REFERENCE STANDARDS,

SAP PROJECT # 22137 CODES AND DEFINITIONS

01 42 19 - 1

SECTION 01 42 19

REFERENCE STANDARDS, CODES AND DEFINITIONS

A. Related Documents: Provisions of The General Conditions of the Contract (Design/Bid/Build) and Division 1 General Requirements and applicable provisions elsewhere in the contract documents apply to this Section.

1.2 DEFINITIONS

A. Indicated refers to graphic representations, notes, or schedules on the Drawings, paragraphs or Schedules in the Specifications, and similar requirements in the Contract Documents.

Terms such as shown, noted, scheduled, and specified are used to help the reader locate the reference. Location is not limited.

B. Directed, requested, authorized, selected, approved, required, and permitted mean directed by the CDOT Representative, requested by the CDOT Representative, and similar phrases.

C. Reviewed, when used in conjunction with the CDOT Representative's action on submittals, applications, and requests, is limited to the CDOT Representative’s duties and responsibilities as stated in the Conditions of the Contract.

D. Regulations include laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work.

E. Furnish means supply and deliver to the Project Site, ready for unloading, unpacking, assembly, installation, and similar operations.

F. Install describes operations at the Project Site including unloading, unpacking, assembly, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations.

G. Provide means to furnish and install, complete and ready for the intended use.

H. Installer is the Contractor or another entity engaged by the Contractor, either as an employee, subcontractor, or contractor of lower tier, to perform a particular construction activity, including installation, erection, application, and similar operations. Installers are required to be experienced in the operations they are engaged to perform.

I. The term experienced, when used with the term Installer, means having a minimum of 5 previous projects similar in size and scope to this Project, being familiar with the special requirements indicated, and having complied with requirements of the authorities having jurisdiction.

J. Project Site is the space available for performing construction activities, either exclusively or in conjunction, with others performing work as part of the Project.

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K. Testing Agency is an independent entity, or Geotechnical Company of Record, engaged to perform specific inspections or tests, either at the Project Site or elsewhere, or to report on and, if required, to interpret results of those inspections or tests.

L. Specifications are organized into Divisions and Sections based on the Construction

Specifications Institute's 2004 format.

M. Abbreviated Language: Language used in Specifications is abbreviated. Implied words and meanings shall be interpreted as appropriate. Singular words shall be interpreted as plural and plural words interpreted as singular where applicable as the context of the Contract Documents indicates.

N. Imperative and streamlined language is used. Requirements expressed in the imperative mood are to be performed by the Contractor. At certain locations in the Text, subjective language is used for clarity to describe responsibilities that must be fulfilled indirectly by the Contractor, or by others when so noted.

1. The words "shall be" are implied where a colon (:) is used within a sentence or phrase.

O. Abbreviations and Names: Where acronyms or abbreviations are used in the Specifications or other Contract Documents, they mean the recognized name of the trade association, standards-generating organization, authorities having jurisdiction, or other entity applicable to the context of the text provision. Refer to the "Encyclopedia of Associations," published by Gale Research Co., available in most libraries.

P. Permits, Licenses, and Certificates: For the Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments (including taxes), judgments, correspondence, records, and similar documents, established in conjunction with compliance with standards and regulations bearing upon performance of the Work.

1.3 CODES, ORDINANCES, PERMITS AND FEES

A. Execute work per underwriters, public utility, local, state codes, ordinances, and regulations applicable. Contact city water and sewer agencies for verification of all requirements, permits, state fees and inspections prior to submitting bid. Obtain and pay for state plumbing and state electrical required permits, inspections, utility service connections, meters and certificates. Systems development fees and similar charges are not to be included in the bid, as they will be paid directly to the utility agency by the Owner upon notification. Notify CDOT Representative of items not meeting said requirements.

B. This Contractor shall include in the work, all labor, materials, services, apparatus and drawings, in order to comply with all applicable laws, ordinances, rules and regulations, whether or not shown on drawings and /or specified.

C. All materials furnished and all work installed shall comply with the National Fire Codes of the National Fire Protection Association, with the requirements of local utility companies, and with the requirements of all governmental departments having jurisdiction. In the event of a conflict, applicable codes and ordinances shall take precedence over this specification or contract drawings.

D. All material and equipment for the electrical portion of the mechanical systems shall bear the approval label of, or shall be listed by the Underwriter's Laboratories, Incorporated, and shall be installed in compliance with the National Electric Code.

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E. Comply with the latest edition and/or the adopted edition of the following codes and standards as a minimum Approved State Building Codes:

The following approved building codes and standards have been adopted by State Buildings Programs (SBP) and other state authorities. These minimum requirements are to be applied to all construction at state agencies and institutions of higher education owned facilities including capital construction and controlled maintenance construction projects:

The 2021 edition of the International Building Code (IBC) (As adopted by the Colorado State Buildings Program as follows: Chapter 1 as amended, Chapters 2-35 and Appendices C and I)

The 2021 edition of the International Existing Building Code (IEBC) (As adopted by the Colorado State Buildings Program as follows: Chapters 2-16, Appendices A-C and Resource A) Effective December 2020.

The 2021 edition of the International Residential Code (IRC) (As applicable)

The 2021 edition of the International Mechanical Code (IMC) (As adopted by the Colorado State Buildings Program as follows: Chapters 2-15 and Appendix A)

The 2021 edition of the International Energy Conservation Code (IECC) (As adopted by the Colorado State Buildings Program and Colorado Energy Office)

Colorado Model Electric and Solar Ready Code (Published by the Colorado Energy Office) Effective July1, 2023

The 2023 edition of the National Electrical Code (NEC) (NFPA 70) (As adopted by the Colorado State Electrical Board) Effective August 1, 2020

The 2021 edition of the International Plumbing Code (IPC), first printing (March 2020) (As adopted by the Colorado Examining Board of Plumbers)

The 2021 edition of the International Fuel Gas Code (IFGC), first printing (August 2020) (As adopted by the Colorado Examining Board of Plumbers)

The National Fire Protection Association Standards (NFPA) (as adopted by the Department of Public Safety/Division of Fire Prevention and Control)

The 2021 edition of the International Fire Code (IFC) (As adopted by the Department of Public Safety/Division of Fire Prevention and Control (DFPC). Projects requiring DFPC review should be designed with the most restrictive requirements)

The 2015 edition of the ASME Boiler and Pressure Vessel Code (As adopted by the Department of Labor and Employment/Boiler Inspection Section)

The 2017 edition of the National Boiler Inspection Code (NBIC) (As adopted by the Department of Labor and Employment/Boiler Inspection Section)

The 2015 edition of the Controls and Safety Devices for Automatically Fired Boilers CSD-1 (As adopted by the Department of Labor and Employment/Boiler Inspection Section)

01 42 19 - 4

The 2015 edition of the Boiler and Combustion Systems Hazards Code, NFPA 85 (As adopted by the Department of Labor and Employment/Boiler Inspection Section)

The 2019 edition of ASME A17.1 Safety Code for Elevators and Escalators (As adopted by the Department of Labor and Employment/Conveyance Section)

The 2005 edition of ASME A17.3 Safety Code for Existing Elevators and Escalators (As adopted by the Department of Labor and Employment/Conveyance Section)

The 2017 edition of ASME A18.1 Safety Standard for Platform Lifts and Stairway Chairlifts (As adopted by the Department of Labor and Employment/Conveyance Section)

The current edition of the Retail Food Establishment Rules and Regulations (As adopted by the Department of Public Health and Environment/Colorado State Board of Health and Sustainability)

The current edition of ICC/ANSI A117.1, Accessible and Usable Buildings and Facilities (As referenced in the adopted editions of the International Building Code)

Sheet Metal and Conditioning Contractors National Assoc. Standards (SMACNA)

American Water Works Association (A.W.W.A.)

Local Utility Company Requirements

Local Governing Fire Department Requirements

National Electrical Manufacturers Association (N.E.M.A.)

Air Movement and Control Association (A.M.C.A.)

American Concrete Institute (A.C.I.)

Note: Additional codes, standards and appendices may be adopted by the state agencies and institutions in addition to the minimum codes and standards herein adopted by State Buildings Programs.

1. The 2021 edition of the IBC became effective on June 30, 2021. Consult the state electrical and plumbing boards and the state boiler inspector and conveyance administrator and the Division of Fire Prevention and Control for adoption of current editions and amendments to their codes.

2. Projects should be designed and plans and specifications should be reviewed based upon the approved codes at the time of A/E contract execution. If an agency prefers to design to a different code such as a newer edition of a code that State Buildings Programs has not yet adopted, the agency must contact SBP for approval and then amend the A/E contract with a revised Exhibit C, Approved State Building Codes. Please note that the state plumbing and electrical boards enforce the editions of their codes that are in effect at the time of permitting not design.

3. The state’s code review agents, or the State Buildings Programs approved agency building official, shall review all documents for compliance with the codes stipulated herein. Note:

The Department of Public Health and Environment, Division of Consumer Protection will review drawings for food service-related projects.

01 42 19 - 5

4. This policy does not prohibit the application of various life safety codes as established by each agency for specific building types and funding requirements. NFPA 101 and other standards notwithstanding, approved codes will supersede where their minimum requirements are the most restrictive in specific situations. If a conflict arises, contact State Buildings Programs for resolution.

5. It is anticipated that compliance with the federal Americans with Disabilities Act

Accessibility Guidelines for Buildings and Facilities (ADAAG) and Colorado Revised Statutes Section 9-5-101 will be met by compliance with the 2018 International Building Code and ICC/ANSI A117.1. However, each project may have unique aspects that may require individual attention to these legislated mandates.

6. The 2021 edition of the International Building Code (IBC) is to be applied to factory-built nonresidential structures as established by the Division of Housing within the Department of Local Affairs.

7. The superintendent shall have a current OSHA 30 certificate

F. Appendices

Appendices are provided to supplement the basic provisions of the codes. Approved IBC Appendices are as follows:

1. Mandatory

IBC Appendix Chapter C - Agricultural Buildings IBC Appendix Chapter I - Patio Covers

2. Optional

Any non-mandatory appendix published in the International Building Code may be utilized at the discretion of the agency. Use of an appendix shall be indicated in the project code approach.

G. Amendments

1. International Building Code, Chapter 1 as amended

H. Referenced Standards

1. The IBC, IMC, IECC, IPC and IFGC standards shall be utilized to provide specific, or prescriptive, requirements on how to achieve the requirements established in the code.

These standards may be unique to the code or may be derived from other established industry standards. Recognized standards may also be used to show compliance with the standard of duty established by the code.

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SEDGWICK 9-BAY VSF & SAND SHED TEMPORARY CONTROLS

SAP PROJECT # 22137 01 57 00 - 1

SECTION 01 57 00

TEMPORARY CONTROLS

PART 1 – GENERAL

A. Provisions of The General Conditions of the Contract (Design/Bid/Build) and Division 1 General Requirements and applicable provisions elsewhere in the contract documents apply to this Section. The “Standard Specifications” when referenced hereinafter shall mean the Colorado Department of Transportation, Standard Specifications for Road and Bridge Construction, current edition.

1.2 SUMMARY

A. This Section includes the following:

1. Water Control

2. Dust Control

3. Erosion and Sediment Control

B. Related Sections include the following:

1. Section 01 11 00: Summary of Work

2. Section 01 42 19: Reference Standards, Codes and Definitions

C. References:

1. Stormwater Management Plan (SWMP) shall be provided by the Owner.

2. CDOT Standard Specification for Road and Bridge Construction, current edition.

1.3 PERFORMANCE REQUIREMENTS

A. Best Management Practices in compliance with the “Standard Specifications” Section 208 Erosion Control and the SWMP, specific to the project.

B. Water Control

1. Grade site to drain. Maintain excavations free of water. Provide, operate and maintain pumping equipment.

2. Protect site from puddling, ponding, or running water. Provide water barriers as required to protect site from soil erosion.

C. Dust Control

1. Execute the Work by methods to minimize raising dust from construction operations.

2. Provide positive means to prevent air-borne dust from dispersing into atmosphere.

D. Erosion and Sediment Control

1. Plan and execute construction by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sediment from leaving the limits of disturbance.

SEDGWICK 9-BAY VSF & SAND SHED TEMPORARY CONTROLS

SAP PROJECT # 22137 01 57 00 - 2

2. Minimize amount of bare soil exposed at one time.

3. Provide temporary measures such as berms, dikes, and drains, to prevent sediment discharge from the disturbed area(s).

4. Construct fill and waste areas by selective placement to avoid erosive surface silts or clays.

E. Failure to Perform Erosion Control

1. Failure to implement the Stormwater Management Plan may result in penalties including liquidated damages for failure to meet the Permit requirements. The most recent version of the Standard Specifications for Road and Bridge Construction subsections 107.25, 208 (standard revision for projects under one acre), 212, 213, 214, and 216 controls construction of this project for water quality and revegetation requirements.

Enforcement shall be in accordance with Subsection 208.09 of the Standard Specifications.

PART 2 - PRODUCTS

A. Materials shall be in accordance with Subsection 208.02 of the Standard Specification and the most recent version of the CDOT M-Standards.

PART 3 - EXECUTION (Not Used)

SEDGWICK 9-BAY VSF & SAND SHED

SAP PROJECT # 22137 PRODUCT REQUIREMENTS

01 60 00 - 1

SECTION 01 60 00

PRODUCT REQUIREMENTS

1.1 DEFINITIONS – EMBODIED CARBON

A. Environmental Product Declaration (EPD) Type III: Third party verified report based on life-cycle assessment that conforms to ISO 14025, 14040, and 14044, and EN 15804 (Europe) or ISO 21930 (Sweden).

B. Versions of Type III EPDs

1. Industry Average EPD: Based on multiple manufacturers of a common product type.

2. Product Specific EPD: Based on product by single manufacturer but may include average of multiple facilities making the same product.

3. Facility Specific EPD: Based on product by single manufacturer from single facility, including external verification and external critical review in which the manufacturer is explicitly recognized as the participant by the program operator.

C. ISO 14025: Environmental Labels and Declarations – Type III Environmental Declarations – Principles and Procedures.

D. ISO 14040: Environmental Management – Life Cycle Assessment – Principles and Framework.

E. ISO 14044: Environmental Management – Life Cycle Assessment – Requirements and Guidelines.

F. Embodied Carbon: Carbon footprint of a material or product, determined by the amount of greenhouse gases (GHGs) released throughout the supply chain, typically including:

1. Product or Cradle to Gate (A1-A3).

2. Transportation to site (A4).

3. Installation on site (A5).

4. Replacement (B).

5. End of life (C).

G. Embodied Carbon in Construction Calculator (EC3): Free, open-access tool that includes a digital database of third party verified, Type III EPDs and a user interface offering the ability to find and compare materials based on their global warming potential and a project planner that enables construction projects to create an upfront (stage A1-A3) embodied carbon estimate and realized carbon footprint.

H. Global Warming Potential (GWP): Measure of how much heat a greenhouse gas traps in the atmosphere up to a specific time horizon, relative to carbon dioxide, measured in kilograms of carbon dioxide equivalent (kgCO2e).

I. Embodied Carbon Limit: Maximum cradle to gate (A1-A3) embodied carbon (expressed as GWP) allowed for a specific product type.

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J. Life Cycle Assessment (LCA): Evaluation of the environmental effects of a product, as defined by ISO 14040-2006 and ISO 14044-2006 in North America, with additional requirements by EN 15804 in Europe.

K. Product Category Rules (PCRs): Product-type-specific rules, requirements, and guidelines for developing EPDs.

L. Program Operator: Organization that ensures EPDs meet the PCRs for the associated product category, and third party verifies the life cycle assessment is completed according to the PCR.

M. System Boundary: Defines the processes (Stages A1-A3, B, C, etc.) in a product’s life cycle that are included in the life cycle assessment.

1.2 EMBODIED CARBON SUBMITTALS

A. General: See other specification sections for additional Embodied Carbon submittal requirements.

B. Submit and install products in accordance with Embodied Carbon Performance Requirements in Part 2, Products.

C. Embodied Carbon Submittals: For building products sourced from manufacturers documenting efforts to minimize environmental impacts, provide the following information:

1. Type III Environmental Product Declarations of one the following versions.

a. Industry Average

b. Product Specific

c. Facility Specific

2.1 EMBODIED CARBON PERFORMANCE REQUIREMENTS

A. Project Goals: Section includes general requirements and procedures for compliance with the project's embodied carbon goals.

1. Specific requirements are included in Product Specifications.

B. Embodied Carbon: For the following material types, provide information needed to document embodied carbon reductions.

1. Asphalt and Asphalt Mixtures

2. Cement and Concrete Mixtures

3. Glass

4. Post-Tension Steel

5. Reinforced Steel

6. Structural Steel

7. Wood Structural Elements

01 60 00 - 3

C. Environmental Product Declarations: Maximize permanently installed products having EPDs that meet the following criteria:

1. Product-Specific or Facility Specific Type III EPD.

2. EPDs shall be unexpired at the time of product procurement.

01 60 00 - 4

SEDGWICK 9-BAY VSF & SAND SHED CLOSEOUT PROCEDURES

SAP PROJECT #22137 01 77 00 - 1

SECTION 01 77 00

CLOSEOUT PROCEDURES

1.2 COMPLETION AND ACCEPTANCE OF THE WORK

A. The Contractor shall communicate to CDOT Representative that project is substantially complete. CDOT Representative will schedule a Project Closeout (Punch List) Meeting. The project shall be considered complete when, in the CDOT Representative’s opinion, a list of incomplete work does not exceed ten (10) minor items of the Work. Should the CDOT Representative determine that the work is not complete, the CDOT Representative will immediately notify the Contractor, in writing, stating reasons why the project is not considered complete. Project is not considered complete if there are major issues outstanding or incomplete or failed inspections. Should the CDOT Representative determine that the work is complete, after the walk through; the CDOT Representative will prepare and issue a punch list of deficiencies that need to be corrected before final acceptance. After Contractor brings the project into a state of completion, a Final Inspection Meeting shall be set up by the CDOT Representative. The Contractor is made aware that all additional costs associated with re-inspection shall be paid from monies otherwise earned by the Contractor. These costs shall include the CDOT Representative’s labor (time) and all associated costs of travel to the project site to attend the follow-up Project Closeout (Punch List) Meeting.

1.3 RECORD DRAWINGS

A. Maintain a clean, undamaged set of Contract Drawings. Mark-up these drawings to show the actual installation. Give particular attention to concealed elements that would be difficult to measure and record at a later date. The Record Drawings shall be kept current and shall be marked-up as necessary during the course of executing the Work. If requested by the CDOT Representative, the Contractor shall show evidence that the Record Drawings are current as a precedent to approval of Contractor Payment Applications.

1.4 RECORD SPECIFICATIONS, FINAL AS-BUILT PLANS AND SURVEY

A. Maintain one copy of the Project Contract, including addenda. Mark to show variations in actual Work performed in comparison with the Specifications and modifications. The Record Specifications shall be kept current and shall be marked-up as necessary during the course of executing the Work. Give particular attention to substitutions, selection of options and similar information on elements that are concealed or cannot be readily discerned later by direct observation. If requested by the CDOT Representative, the Contractor shall show evidence that the Record Specifications are current as a precedent to approval of Contractor Payment Applications.

B. Provide an as-built survey completed by a certified surveyor indicating final location of all underground utilities as well as the as-built construction of all permanent Storm Water Management structures.

SAP PROJECT #22137 01 77 00 - 2

C. Upon completion of Project, one (1) paper copy, and two (2) electronic PDF versions on a

USB storage drive, of final, accurate as-built drawings and survey shall be delivered to the CDOT Representative. This complete submittal shall include all drawings, including architectural, structural, civil, mechanical, electrical, plumbing and fire.

1.5 SYSTEM COMMISSIONING

A. Prior to Project Closeout, HVAC testing, adjusting and balancing and lighting system functional testing must be completed in accordance with the IECC Section C408 and shown to be compliant with drawings and specifications. Contractor shall submit reports to owner and code reviewer at the Project Closeout meeting.

1. HVAC testing shall be provided by the contractor at the Contractor’s cost in accordance with Section 23 05 93 Testing, Adjusting and Balancing.

2. Lighting System Function Testing shall be completed at CDOT’s cost by the Electrical

Engineer for the project in accordance with IECC Section C408. Contractor to notify owner when project is ready for inspection. If inspection is failed, re-inspection is at Contractor’s cost.

1.6 OPERATIONS AND MAINTENANCE (O & M) MANUAL

A. Refer to Section 01 78 23, Operations & Maintenance Data, for further information on O & M specifics.

1.7 START-UP, OPERATING AND MAINTENANCE TRAINING AND INSTRUCTION

A. Unless directed otherwise in Divisions 11, 13, 22, 23 or 26, the Contractor shall arrange for training and instruction of the Owner's personnel in proper start-up, operation and maintenance procedures for all devices and equipment installed in this contract. All training and instruction is intended to be completed in one session, however, at the mutual consent of the Contractor and Owner, more than one session may take place. Schedule training with CDOT Representative, most likely to take place on the day of the Substantial Completion Walk Through. The total length of the training and instruction session(s) shall not exceed 8 hours unless mutually agreed upon by the Owner and the Contractor. Training and instruction in excess of 8 hours shall not be compensated by the Owner. Training and Instruction shall include, but not be limited to, the following topics:

1. Start-up procedures

2. Operating instructions

3.…