Attachment A - Technical Specifications - Klamath HT Pile Foundation & Retaining Wall REV~1.pdf

ATTACHMENT A

TECHNICAL SPECIFICATIONS

Contract No. 835-093-24

The Specifications listed below are hereby incorporated into this Contract.

ATTACHMENT A

TECHNICAL SPECIFICATIONS FOR THE KLAMATH HATCHERY PILE FOUNDATION AND RETAINING WALLS prepared by Dainel Cook, P.E., S.E., Project Engineer, March 20, 2024.

The Specifications apply to the ITB and any resulting Contract. Should any of the Specifications conflict with the General Conditions, the General Conditions shall prevail. Items not indicated in the Specifications that can be legitimately and reasonable inferred to complete the work must be furnished by the Contractor as though it were detailed herein.

ITB S-63500-00010523 Klamath Hatchery Pile Foundation and Retaining Walls

PAGE LEFT BLANK INTENTIONALLY

TABLE OF CONTENTS TS-i Klamath Hatchery Pile Foundation & Retaining Wall Engineering Project # 20-026

TABLE OF CONTENTS

Division Section Title ........................................................................................................ Page Number

DIVISION 01 – GENERAL REQUIREMENTS

01 09 10 Reference Standards .................................................................................................... TS-3 01 10 00 Summary of Work ....................................................................................................... TS-7 01 22 00 Measurement and Payment ......................................................................................... TS-9 01 31 00 Project Management and Coordination ....................................................................... TS-13 01 33 00 Submittal Procedures .................................................................................................. TS-21 01 35 13 Project Procedures ....................................................................................................... TS-25 01 37 00 Schedule of Values ...................................................................................................... TS-27 01 40 00 Quality Control ........................................................................................................... TS-29 01 50 00 Temporary Facilities and Controls .............................................................................. TS-31 01 60 00 Product Requirements ................................................................................................. TS-37 01 70 00 Project Closeout .......................................................................................................... TS-39 01 78 39 Project Record Documents .......................................................................................... TS-41

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition .................................................................................................................. TS-47

DIVISION 03 – CONCRETE

03 11 13 Cast-In-Place Concrete Forming ................................................................................. TS-51 03 20 00 Concrete Reinforcing .................................................................................................. TS-57 03 30 00 Cast-In-Place Concrete................................................................................................ TS-63

DIVISION 05 – METAL

05 05 22 Metal Welding ............................................................................................................. TS-83

DIVISION 31 – EARTHWORK

31 20 00 Earthwork and Trenching ............................................................................................ TS-91 31 23 10 Site Demolition and Preparation ................................................................................. TS-101 31 23 19 Dewatering .................................................................................................................. TS-107 31 51 00 Erosion Control ........................................................................................................... TS-111 31 62 00 Driven Piles ................................................................................................................. TS-117

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 12 18 Surface Restoration ..................................................................................................... TS-127

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REFERENCE STANDARDS 01 09 10

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SECTION 01 09 10 – REFERENCE STANDARDS

PART 1 – GENERAL

1.1 QUALITY ASSURANCE

A. Titles of Sections and Paragraphs: Captions accompanying Technical Specification sections and paragraphs are for convenience of reference only and are not to be used to define the lim-its of subcontracts.

B. Applicable publications: Whenever in these Technical Specifications references are made to published specifications, codes, standards, or other requirements, it shall be understood that wherever no date is specified, only the latest specifications, standards, or requirements of the respective issuing agencies which have been published as of the date that the Work is adver-tised 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.

C. Without limiting the generality of other requirements of the Technical Specifications, all Work specified herein shall conform to or exceed the requirements of applicable codes and the applicable requirements of the following documents to the extent that the provisions of such documents are not in conflict with the requirements of these Technical Specifications nor the applicable codes.

D. In case of conflict between codes, reference standards, Drawings and the other Contract Doc-uments, the most stringent requirements shall govern. Conflicts shall be brought to the atten-tion of the Owner’s Authorized Representative for written clarification and directions prior to ordering or providing any materials or labor.

E. Applicable Standard Technical Specifications: The Contractor shall construct the Work speci-fied herein in accordance with the requirements of the Contract Documents and the refer-enced portions of those referenced codes, standards, and specifications listed herein (except, that wherever references to “Standard Specifications” are made, the provisions therein for measurement and payment shall not apply).

F. 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.

G. References herein to “OSHA Standards” shall mean Title 29, Part 1910, Occupational Safety and Health Standards, Code of Federal Regulations (OSHA), including all changes and amendments thereto.

1.2 REFERENCE SPECIFICATIONS, CODES AND STANDARDS

A. THE FOLLOWING DOCUMENTS OR AGENCIES MAY BE REFERENCED IN THE

CONTRACT DOCUMENTS

AA Aluminum Association AABC Associated Air Balance Council AAMA Architectural Aluminum Manufacturer’s Association AAR Association of American Railroads AASHTO American Association of State Highway and Transportation Officials AATCC American Association of Textile Chemists and Colorists ACI American Concrete Institute ADC Air Diffusion Council

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AEIC Associated Edison Illumination Companies AFBMA Anti-Friction Bearing Manufacturer’s Association, Inc.

AGA American Gas Association AGC Associated General Contractors of America AGMA American Gear Manufacturer’s Association AHAM Association of Home Appliance Manufacturer’s AI The Asphalt Institute AIA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of Timber Construction AMCA Air Moving and Conditioning Association ANS American Nuclear Society ANSI American National Standards Institute, Inc.

APA American Plywood Association API American Petroleum Institute APWA American Public Works Association AREA American Railway Engineering Association AHRI Air-Conditioning, Heating, and Refrigeration Institute ASA Acoustical Society of America ASAE American Society of Agricultural Engineers ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating, and Air Conditioning

Engineers ASLE American Society of Lubricating Engineers ASME American Society of Mechanical Engineers ASPA American Sod Producers Association ASQC American Society of Quality Control ASSE American Society of Sanitary Engineers ASTM American Society for Testing and Materials AWPA American Wood Preservers Association AWPI American Wood Preservers Institute AWS American Welding Society AWWA American Water Works Association BBC Basic Building Code, Building Officials and Code Administrators International BHMA Builders Hardware Manufacturer’s Association CBM Certified Ballast Manufacturers CDA Copper Development Association CEMA Conveyors Equipment Manufacturer’s Association CGA Compressed Gas Association CLPCA California Lathing and Plastering Contractors Association CLFMI Chain Link Fence Manufacturer’s Institute CMA Concrete Masonry Association COE Corp of Engineers CRSI Concrete Reinforcing Steel Institute CSI Construction Specifications Institute DCDMA Diamond Core Drill Manufacturer’s Association DOE Department of Ecology

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DOT Department of Transportation EEI Edison Electric Institute EIA Electronic Industries Association EJCDC Engineer’s Joint Contract Documents Committee EJMA Expansion Joint Manufacturer’s Association EPA Environmental Protection Agency ETL Electrical Test Laboratories FGMA Flat Glass Marketing Association FM Factory Mutual FS Federal Specification GA Gypsum Association IBC International Building Code ICBO International Conference of Building Officials ICC Interstate Commerce Commission IEEE Institute of Electrical and Electronics Engineers IES Illuminating Engineering Society IME Institute of Makers of Explosives IMIA International Masonry Industry All-Weather Council IP Institute of Petroleum (London) IPC Institute of Printed Circuits IPCEA Insulated Power Cable Engineers Association ISA Instrument Society of America ISO International Organization for Standardization ITE Institute of Traffic Engineers MBMA Metal Building Manufacturer’s Association MFMA Maple Flooring Manufacturer’s Association MIL Military Specification ML/SFA Metal Lath/Steel Framing Association MPTA Mechanical Power Transmission Association MTI Marine Testing Institute NAAMM National Association of Architectural Metal Manufacturer’s NACE National Association of Corrosion Engineers NBS National Bureau of Standards NCCLS National Committee for Clinical Laboratory Standards NEBB National Environmental Balancing Bureau NEC National Electrical Code NEMA National Electrical Manufacturer’s Association NESC National Electric Safety Code NFPA National Fire Protection Association NGLI National Lubricating Grease Institute NMA National Microfilm Association NWMA National Woodwork Manufacturers Association OAC Oregon Administrative Code ODOT Oregon Department of Transportation OSSC Oregon Structural Specialty Code OSEPA Oregon State Environmental Protection Agency OSHA Occupational Safety and Health Administration PCA Portland Cement Association PCI Prestressed Concrete Institute

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PS Product Standard RCO Revised Code of Oregon RIS Redwood Inspection Service RVIA Recreational Vehicle Industry Association RWMA Resistance Welder Manufacturer’s Association SAE Society of Automotive Engineers SAMA Scientific Apparatus Makers Association SDI Steel Deck Institute SDI Steel Door Institute SIS Swedish Standards Association SJI Steel Joist Institute SMA Screen Manufacturers Association SMACCNA Sheet Metal and Air Conditioning Contractors National Association SPR Simplified Practice Recommendation SSBC Southern Standard Building Code, Southern Building Code Congress SSPC Steel Structures Painting Council SSPWC Standard Specifications for Public Works Construction TAPPI Technical Association of the Pulp and Paper Industry TFI The Fertilizer Institute UL Underwriters Laboratories, Inc.

WCLIB West Coast Lumber Inspection Bureau WCRSI Western Concrete Reinforcing Steel Institute WIC Woodwork Institute of California WRI Wire Reinforcement Institute, Inc.

WSDOT Washington State Department of Transportation WWPA Western Wood Products Association

1.3 STANDARD SPECIFICATIONS

A. Where indicated in these Contract Documents, Work shall be in accordance with the refer-enced sections of the most current edition of the Oregon Standard Specifications for Con-struction, hereinafter referred to as “Standard Specifications.”

B. The Technical Specifications of these Contract Documents shall supersede any provisions of the Standard Specifications in conflict herewith.

C. Reference to measurements and payment in the Standard Specifications do not apply to this Contract.

D. References to department, secretary, State, or other similar terms in the Standard Specifica-tions shall mean Owner’s Authorized Representative.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION 01 09 10

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SUMMARY OF WORK 01 10 00

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SECTION 01 10 00 – SUMMARY OF WORK

PART 1 – GENERAL

1.1 SECTION INCLUDES

A. This Section includes a general description of the Work required for this Contract.

1.2 CONTRACT DOCUMENTS

A. This Project shall be constructed in accordance with:

1. Klamath Hatchery – Pile Foundation & Retaining Wall – Project Manual.

2. Klamath Hatchery – Pile Foundation & Retaining Wall – Construction Documents.

B. Standard Plans or Specifications, when referenced in this Project Manual, shall mean Oregon Standard Specifications for Construction, most current Edition; Volume 2; Technical Specifications. A copy of this document shall be on site during construction.

1.3 PROJECT DESCRIPTION

A. In general, the work to be performed under this contract consists of the following:

1. Base Bid: Construct concrete and soldier pile retaining walls, provide and install building foundation and interior piles and pile cap/grade beams indicated on plans, including clearing and grubbing, excavation, backfill, compaction, piles and installation, retaining wall drainage mat, and site restoration.

B. Contractor shall provide all necessary expertise, labor, equipment, materials, incidentals, and additional permits required to perform the work on the Klamath Hatchery – Pile Foundation & Retaining Wall.

C. The Work to be performed under this Contract shall consist of furnishing tools, equipment, materials, supplies, and manufactured articles and for furnishing transportation and services, including fuel, power, water, and essential communications, and for the performance of all labor, work, or other operations required for the fulfillment of the Contract in strict accordance with the Contract Documents. Refer to Work by Owner in paragraph 1.4 below.

1.4 WORK BY OWNER

A. Owner has submitted and paid for Plan Review Fee and Structural Building Permit. All additional permit fees, assessments, and/or charges, are the responsibility of the Contractor.

B. Owner to provide initial building pile and soldier pile location stake out for Contractor as well as initial offset for perimeter wall on one end and one side of building.

1.5 LABOR AND SAFETY STANDARDS

A. All Work shall be done in accordance with these Technical Specifications and requirements of the State of Oregon and OSHA standards.

1.6 TEMPORARY FACILITIES

A. The Contractor shall furnish all temporary facilities such as portable toilets, job office, security fencing, and temporary power as needed to perform the Work. Refer to Section 01 50 00 Temporary Facilities and Controls.

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1.7 PROJECT CONDITIONS

A. The Contractor shall coordinate the Work with the Owner’s Authorized Representative to minimize disturbance of ongoing hatchery operations.

B. The Contractor shall follow the requirements as listed in the attached Inadvertent Discovery

Plan for Cultural Resources as shown in the appropriate Exhibit. Full adherence to all Federal, State, and local laws shall apply to ground disturbance.

1.8 WORK AND STORAGE AREA

A. The primary Work, storage, and staging areas are designated on the Drawings and shall be available to the Contractor for Work including all functions incidental to the Work and storage areas during the construction period. All operations and storage of materials by the Contractor shall be confined to the immediate Work area and other approved areas as directed by the Owner’s Authorized Representative.

1.9 ACCESS TO THE WORK AREA

A. The Contractor shall repair any damage to access facilities and roadways for which the

Contractor is responsible and shall restore them to conditions at least equaling preconstruction conditions.

B. The Contractor shall take reasonable measures to limit entry of unauthorized persons and vehicles to the Work areas and to allow for access for employees, agents, etc., required for the performance of this Contract, and to authorized personnel of Federal, State, and local agencies, and to others having a right thereto.

1.10 RESTORATION OF EXISTING FACILITIES

A. The Contractor shall perform all Work to lines, grades, and cross sections shown on the

Drawings. Final grades shall match existing grades unless otherwise noted on the Drawings.

Where final grades are indicated on the Drawings, grades shall slope uniformly between elevations shown. All final grades shall be free of hollows which would pond water and sloped to allow for surface drainage. All earthwork shall have finish surfaces which have neat, reasonably uniform appearance.

1.11 EASEMENTS AND RIGHTS-OF-WAYS

A. Confine construction operations to the immediate vicinity of the locations indicated on

Drawings and use due care in placing construction tools, equipment, excavated materials, and pipeline materials and supplies so as to cause the least possible damage to property and interference with traffic.

1.12 PERMITS

A. The Contractor shall be responsible for obtaining and paying for all permits necessary to complete the Work.

1. NOTE: Owner has applied and paid for the Plan Review Fee and Structural Building

Permit.

1.13 SUBSTANTIAL COMPLETION

A. Substantial completion dates are listed in the ITB.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION 01 10 00

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MEASUREMENT AND PAYMENT 01 22 00

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SECTION 01 22 00 – MEASUREMENT AND PAYMENT

PART 1 – GENERAL

1.1 MEASUREMENT AND PAYMENT AND DESCRIPTION OF BID ITEMS

A. Partial payment of bid items shall be in conformance with the General Conditions. Partial payment for Work completed, and materials installed which will become an integral part of the finished Work, shall be determined by the Owner’s Authorized Representative, and shall be made on the basis of duly certified and approved estimates of the Work, which, in the opinion of the Owner’s Authorized Representative, has been satisfactorily completed. It is understood that the determination by the Owner’s Authorized Representative as to whether or not a certificate or estimate for payment should be issued, or the amount of said payment, shall be based entirely upon the opinion of the Owner’s Authorized Representative. Said determination shall include without limitation the following factors:

1. All phases of the Work being accomplished in a proper manner and being pursued in a proper sequence of operation, particularly with regard to testing, cleanup, and surface restoration.

2. The observance by the Contractor of the requirement that all Work and operations be preceded by necessary submittals and approvals.

3. On the monthly estimates, partial payments for Work performed but not completed, may be made in accordance State of Oregon General Conditions for Public Improvement Contracts (General Conditions).

4. Retainage may be deducted from the above amounts as specified in the Contract.

a. The Contract price shall constitute full compensation for furnishing all plant, labor, equipment and materials, mobilization, demobilization, travel, and performing all operations required to complete the Work, as specified or incidental to, and as shown on the Drawings and Technical Specifications.

1.2 BASE BID

1. Bid Item – Mobilization, Demobilization, Bonding and Permits – Lump Sum

The bid price constitutes full payment and shall include preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to and from the Project Site; for the establishment of offices, buildings, and other facilities necessary for the Work; costs for permit fees, bonds, and insurance for the Work; site cleanup during the Project and at the completion of the Project; and for other operations performed or costs incurred before the beginning of the Work.

2. Bid Item – Erosion and Sediment Control and Dewatering – Lump Sum The bid price constitutes full payment and shall include all labor, materials, and equipment necessary to install and maintain the erosion control and dewatering measures.

Item includes preparation of erosion control and dewatering plans as specified, procurement of all required permits, and removal of all temporary erosion control measures once the Project is finished or as directed by the Owner’s Authorized Representative.

3. Bid Item – Excavation & Site Grading – Cubic Yard The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for excavation and site grading to complete the work. Item includes hauling and disposal of all excess materials once the project is finished or as directed by the Owner’s Authorized Representative.

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4. Bid Item – Rock Excavation – Cubic Yard The bid price constitutes full payment and shall include all labor, materials, and equipment necessary to mechanically break up, remove, load and haul materials.

5. Bid Item – Building Pad Backfill – Stabilization Rock – Cubic Yard The bid price constitutes full payment and shall include all labor, materials, and equipment necessary to haul, stockpile, place, compact, and grade materials.

6. Bid Item – Building Pad Backfill – Base Aggregate – Cubic Yard The bid price constitutes full payment and shall include all labor, materials, and equipment necessary to haul, stockpile, place, grade, compact, and compaction testing backfill under and behind structures.

7. Bid Item – Pipe Piles & Installation – Lineal Feet Installed The bid price constitutes full payment and shall include all labor, materials, and equipment necessary to prepare, provide, and install steel pipe piles shown in Contract Documents. Length of piles will be measured from tip to point of cutoff. Item includes, but not limited to, pile sections, end caps, welding, placement, and testing.

a. Pay units for this item are lineal feet measured from the pile tip to the cutoff elevation of each pile. Excess pile above the cutoff elevation will not be counted as part of the installed lineal feet.

b. No payment will be made for withdrawn, broken, or rejected piles, piles out of tolerance, or for portion of pile remaining above cutoff point

8. Bid Item – “H” Piles & Installation – Lineal Feet Installed The bid price constitutes full payment and shall include all labor, materials, and equipment necessary to prepare, provide, and install steel “H” piles shown in Contract Documents. Length of piles will be measured from tip to point of cutoff. Item includes, but not limited to, pile sections, end caps, welding, placement, and testing.

a. Pay units for this item are lineal feet measured from the pile tip to the cutoff elevation of each pile. Excess pile above the cutoff elevation will not be counted as part of the installed lineal feet.

b. No payment will be made for withdrawn, broken, or rejected piles, piles out of tolerance, or for portion of pile remaining above cutoff point

9. Bid Item – Lagging Panels – Lump Sum The bid price constitutes full payment and shall include all labor, materials, and equipment necessary to form and place concrete lagging panels. Item includes, but not limited to, formwork, reinforcement, embedments, concrete, finishing, delivery, and placement.

10. Bid Item – Concrete Retaining Walls – Lump Sum The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for construction of concrete retaining walls as needed to complete the improvements. Item includes, but not limited to, formwork, reinforcing, embedments, joints, concrete in place, testing and finishing.

11. Bid Item – Retaining Wall Drainage Envelope & Backfill – Lump Sum The bid price constitutes full payment and shall include all labor, materials, and equipment necessary to install drainage envelope and backfill behind retaining walls.

Item includes, but not limited to, piping, drainage geotextile, drain rock, base aggregate backfill, delivery and placement, grading, compaction.

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12. Bid Item – Concrete Pile Caps/Grade Beams – Lump Sum The bid price constitutes full payment and shall include all labor, materials, and equipment necessary for construction of concrete pile caps/grade beams as needed to complete the improvements. Item includes, but not limited to, formwork, reinforcing, embedments, concrete in place, testing and finishing.

13. Bid Item – Security/Safety Fencing The bid price constitutes full payment and shall include all labor, materials, and equipment necessary to provide and install security/safety fencing. Item includes, but not limited to, delivery, installation, and maintenance of fencing system.

14. Bid Item – Grading and Surface Restoration – Lump Sum The bid price constitutes full payment and shall include all labor, materials, and equipment necessary to restore disturbed surfaces as indicated or, where not indicated, to original or better conditions. Item includes, but not limited to, delivery, place, compact, and grade materials.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION 01 22 00

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PROJECT MANAGEMENT AND COORDINATION 01 31 00

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SECTION 01 31 00 – PROJECT MANAGEMENT AND COORDINATION

PART 1 – GENERAL

1.1 SECTION INCLUDES

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

1. Project Coordination.

2. Preconstruction meeting.

3. Progress meetings.

4. Preinstallation conferences.

5. Requests for Information (RFI).

6. Coordination drawings.

1.2 RELATED SECTIONS

A. Section 01 40 00 – Quality Control.

B. Section 01 70 00 – Project Closeout.

1.3 DEFINITIONS

A. RFI: Request from Contractor seeking information required by or clarifications of the

Contract Documents.

1.4 PROJECT COORDINATION

A. Coordinate scheduling, submittals, and the Work of the various Sections of the Technical

Specifications to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.

B. Verify that utility requirement characteristics of operating equipment are compatible with building utilities. Coordinate Work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service, all such equipment.

C. Coordinate space requirements and installation of mechanical and electrical Work, which are indicated diagrammatically on Drawings. Follow routing shown for piping, ductwork, and conduit as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

1. Provide coordination drawings showing space requirements of various trades in accordance with coordination drawing Article below.

D. In finished areas, except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish construction and components.

E. Coordinate completion and cleanup of Work of separate Sections in preparation for Substantial Completion and for portions of Work designated for Owner occupancy.

F. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner activities.

G. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities to minimize waste.

1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. See other Sections for disposition of salvaged materials that are designated as Owner’s property.

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PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.1 PRECONSTRUCTION MEETING

A. Owner’s Authorized Representative will schedule a meeting after Notice to Proceed.

B. Attendance Required:

1. Owner’s Authorized Representative.

2. Contractor.

3. Contractor’s Superintendent.

4. Major Subcontractors.

5. Major Suppliers when requested, others as appropriate.

C. Agenda:

1. Introductions.

2. Distribution of Contract Documents.

3. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule.

4. Designation of personnel representing the parties to Contract and Owner.

5. Procedures and processing of field decisions, submittals, substitutions, applications for payments, BOLI requirements, proposal request, Change Orders, and Contract closeout procedures.

6. Project overview.

7. Schedule review.

8. Critical work sequencing.

9. Related work by Owner and coordination with Contractor.

10. Owner’s requirements.

11. Construction facilities and controls.

12. Security and housekeeping procedures.

13. Procedures for testing.

14. Procedures for maintaining record documents.

15. Requirements for start-up of equipment.

16. Inspection and acceptance of equipment put into service during the construction period.

17. Status of permits.

18. Waste management plan.

19. Temporary utilities.

20. Use of premises and on-going facility operations.

D. Owner’s Authorized Representative will prepare a memorandum and distribute copies within two (2) days after meeting to participants, with copies to participants, and those affected by decisions made.

E. Persons designated by the Contractor to attend and participate shall have all required authority to commit the Contractor to solutions as agreed upon in the meeting.

3.2 PROGRESS MEETINGS

A. Owner’s Authorized Representative will schedule and administer meetings throughout progress of the Work at maximum weekly intervals.

B. Owner’s Authorized Representative will make arrangements for meetings, prepare agenda with copies for participants, and preside at meetings.

C. Attendance Required: Job superintendent, Owner’s Authorized Representative, and major

Subcontractors and suppliers, as appropriate to agenda topics for each meeting.

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D. Agenda:

1. Corrections to previous minutes.

2. Outstanding old business items.

3. New business items.

a. Civil.

b. Architectural.

c. Structural.

d. Plumbing.

e. Mechanical.

f. Electrical.

4. Submittals.

5. Requests for Information.

6. Change Order Proposals.

7. Schedule review.

8. Record Document review.

E. Record minutes and distribute copies within two (2) days after meeting to participants, with one copy to Contractor, participants, and those affected by decisions made.

1. Minutes shall number topics in a manner that reflects when each topic was first raised.

2. Each topic shall reflect who is responsible for acting on the topic and date by which resolution is required.

3. No topic shall be dropped from the minutes until the method of resolution is recorded.

F. Persons designated by the Contractor to attend and participate shall have all required authority to commit the Contractor to solutions as agreed upon in the meeting.

3.3 PREINSTALLATION CONFERENCES

A. When required in individual Technical Specification Sections, Contractor shall convene a preinstallation conference at Work site prior to commencing Work of the Section.

B. Attendance Required: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting.

C. Notify Owner’s Authorized Representative minimum four (4) days in advance of meeting date.

D. Review Contract Documents and submittals relating to the affected Work.

E. Review conditions of installation, preparation and installation procedures, and coordination with related Work.

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

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

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

3.4 PROJECT CLOSEOUT CONFERENCE

A. Owner’s Authorized Representative will schedule and conduct a Project closeout conference, at a time convenient to Owner, but no later than sixty (60) days prior to the scheduled date of Substantial Completion.

1. Conduct the conference to review requirements and responsibilities related to Project closeout.

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2. Attendees: Owner’s Authorized Representative, and Contractor and its superintendent;

major subcontractors; suppliers; and other concerned parties shall attend the meeting.

Participants at the meeting shall be familiar with the Project and authorized to conclude matters relating to the Work.

3. Agenda: Discuss items of significance that could affect or delay Project closeout, including the following:

a. Preparation of record documents.

b. Procedures required prior to inspection for Substantial Completion and for final inspection for acceptance.

c. Submittal of written warranties.

d. Requirements for preparing operations and maintenance data.

e. Requirements for delivery of material samples, attic stock, and spare parts.

f. Requirements for demonstration and training.

g. Preparation of Contractor’s punch list.

h. Procedures for processing Applications for Payment at Substantial Completion and for final payment.

i. Submittal procedures.

j. Owner’s partial occupancy requirements.

k. Installation of Owner’s furniture, fixtures, and equipment.

l. Responsibility for removing temporary facilities and controls.

4. Minutes: Entity conducting meeting will record and distribute meeting minutes.

3.5 REQUESTS FOR INFORMATION (RFIs)

A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, prepare and submit an RFI in the form specified.

1. RFIs shall originate with Contractor. Owner’s Authorized Representative will return RFIs submitted to Owner’s Authorized Representative by other entities controlled by Contractor with no response.

2. Limit topics on each RFI to a single topic to expedite response. If more than a single topic is covered in an RFI, the Contractor accepts full responsibility for any and all cost or schedule delays if RFI is not answered in a timely manner.

3. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor’s work or work of subcontractors.

4. Coordinate Work in field and ensure Work involving RFIs being reviewed by the Owner’s Authorized Representative does not proceed without direction from the Owner’s Authorized Representative. Costs for corrective Work shall be the responsibility of the Contractor.

5. If Contractor disagrees with Owner’s Authorized Representative response to Contractor’s RFI, Contractor shall notify Owner’s Authorized Representative within seven (7) days of receipt of response. Lack of such notification shall be understood to mean that Contractor agrees with response.

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

1. Date.

2. RFI number, numbered sequentially.

3. RFI subject.

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

5. Drawing number and detail references, as appropriate.

6. Field dimensions and conditions, as appropriate.

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7. Contractor’s suggested resolution. If proposed solution impacts the Contract Time or the Contract Sum, state impact in the RFI.

8. The following statement:

a. “This reply is not an authorization to proceed with work involving additional cost, time or both. If any reply requires a change to the Contract Documents, a Change Order must be executed in accordance with the Contract Documents prior to implementation of the reply. Proceeding with the Work in accordance with this RFI response indicates Contractor’s acknowledgement that there will be no change in the Contract Sum or Contract Time.”

9. Contractor’s signature.

10. Attachments: Include sketches, descriptions, measurements, photos, product data, shop drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

C. Contractor shall utilize the Owner’s Authorized Representative email to submit and receive RFIs and their responses.

D. Owner’s Authorized Representative will review each RFI, determine action required, and respond. Allow seven (7) working days for Owner’s Authorized Representative response for each RFI. RFIs received by Owner’s Authorized Representative after 1:00 p.m. will be considered as received the following working day.

1. The following RFIs will be returned without action:

a. Requests for approval of substitutions.

b. Requests for adjustments in the Contract Time or the Contract Sum.

c. Requests for interpretation of Owner’s Authorized Representative actions on submittals.

d. Incomplete RFIs or inaccurately prepared RFIs.

2. Owner’s Authorized Representative action may include a request for additional information, in which case Owner’s Authorized Representative time for response will date from time of receipt of additional information.

3. Owner’s Authorized Representative action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit a Change Order Request according to the General Conditions.

a. If Contractor believes the RFI response warrants change in the Contract Time or the

Contract Sum, notify Owner’s Authorized Representative in writing within ten (10) days of receipt of the RFI response.

b. A response to an RFI is not direction or approval of a change to either Contract Time or Contract Sum.

c. Proceeding with the Work in accordance with an RFI response, without such written notification and an approved Change Order, indicates Contractor’s acknowledgement that there is no change to the Contract Time or the Contract Sum.

E. On receipt of Owner’s Authorized Representative action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Owner’s Authorized Representative within three (3) days if Contractor disagrees with response.

3.6 COORDINATION DRAWINGS

A. General: Prepare coordination drawings in accordance with requirements in individual

Sections, where installation is not completely shown on shop drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.

1. Content: Project specific information, drawn accurately to a scale large enough to

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Pile Foundation & Retaining Wall Engineering Project # 20-026 indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:

a. Prepare sections, elevations, and details as needed to describe relationship of various systems and components.

b. Coordinate the addition of trade specific information to the coordination drawings by multiple contractors in a sequence that best provides for coordination of the information and resolution of conflicts between installed components before submitting for review.

c. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, plumbing, and electrical systems.

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

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

f. Indicate required installation sequences.

g. Indicate dimensions shown on the Drawings. Specifically, note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Owner’s Authorized Representative indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.

2. Review: Owner’s Authorized Representative will review coordination drawings to confirm that the Work is being coordinated, but not for the details of the coordination, which are the Contractor’s responsibility. If the Owner’s Authorized Representative determines that the coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, the Owner’s Authorized Representative will so inform the Contractor, who shall make changes as directed and resubmit.

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

1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical, plumbing, fire protection, fire alarm, and electrical Work. Show locations of visible ceiling mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work.

2. Plenum Space: Indicate subframing for support of ceiling and wall systems, mechanical and electrical equipment, and related Work. Locate components within ceiling plenum to accommodate layout of light fixtures indicated on Drawings. Indicate areas of conflict between light fixtures and other components.

3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire protection, fire alarm, and electrical equipment.

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

5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.

6. Mechanical and Plumbing Work: Show the following:

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

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

c. Fire rated enclosures around ductwork.

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Pile Foundation & Retaining Wall Engineering Project # 20-026

7. Electrical Work: Show the following:

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

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

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

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

8. Fire Protection System: Show the following:

a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads.

9. Review: Owner’s Authorized Representative will review coordination drawings to confirm that the Work is being coordinated, but not for the details of the coordination, which are Contractor’s responsibility. If Owner’s Authorized Representative determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, Owner’s Authorized Representative will so inform Contractor, who shall make changes as directed and resubmit.

10. Coordination Drawing Prints: Prepare coordination drawing prints according to requirements in Section 01 33 00 “Submittal Procedures.”

END OF SECTION 01 31 00

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Pile Foundation & Retaining Wall Engineering Project # 20-026

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SUBMITTAL PROCEDURES 01 33 00

Pile Foundation & Retaining Wall Engineering Project # 20-026

SECTION 01 33 00 – SUBMITTAL PROCEDURES

PART – GENERAL

1.1 RELATED REQUIREMENTS SPECIFIED ELSEWHERE

A. Other provisions pertaining to submittals are included in the General Conditions, the

Supplementary General Conditions, and in the various Sections of the Technical Specifications.

1.2 SUBMITTAL REQUIREMENTS

A. General:

1. If Build America, Buy America requirements are in place for this Project, the Contractor shall submit certification that all materials and manufactured goods provided under this Technical Specification meet the Build America, Buy America requirements. Please refer to Exhibit 9 for specific details on the material and manufactured goods requirements.

2. All submittals shall be identified by Project title and number and shall include Contractor’s name, date and revision date. In addition, shop drawings, product data and samples shall include names of subcontractor and supplier, applicable Technical Specification Section number and Contractor’s stamp, initialed or signed, certifying to review of submittal, verification of field measurements and compliance with Contract Documents.

3. All submittals shall be accompanied by a submittal transmittal form. Equipment numbers shall be listed for items being submitted. A separate form shall be used for each specific item, class of material, equipment, and items specified in separate, discrete sections, for which the submittal is required. Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer’s package or are so functionally related that expediency indicates checking or review of the group or package as a whole.

4. A unique number, sequentially assigned, shall be noted on the transmittal form accompanying each item submitted. Original submittal numbers shall have the following format: “XXX”; where “XXX” is the sequential number assigned by the Contractor.

Resubmittal shall have the following format: “XXX-Y”; where “XXX” is the originally assigned submittal number and “Y” is a sequential letter assigned for resubmittals; i.e., A, B, or C being the 1st, 2nd, and 3rd resubmittals, respectively. Submittal 25B, for example, is the second re-submittal of Submittal 25.

5. Submittal Completeness: Submittals which do not have all the information required to be submitted are not acceptable and will be returned without review.

B. Shop Drawings: Submit two (2) copies of each shop drawing required by the Technical Specifications. Show the information, dimensions, connections, and other details necessary to ensure that the shop drawings accurately interpret the Contract Documents. Show adjoining Work in such detail as required indicating proper connections. Where adjoining connected Work requires shop drawings or product data, submit such information for review at the same time so that connections can be accurately checked.

C. Product Data: Submit two (2) copies of each item of product data required by the Technical Specifications. Modify product data by deleting information which is not applicable to the Project or by marking each copy to identify pertinent products. Supplement standard in-formation, if necessary, to provide additional information applicable to Project. It is recognized that in some cases manufacturer’s product data will be adequate and further shop

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Pile Foundation & Retaining Wall Engineering Project # 20-026 drawings as stated in the Technical Specifications may not be required, unless requested by the Owner’s Authorized Representative.

D. Samples:

1. Submit two (2) of each sample required by the Technical Specifications (unless specific number is specified). Samples shall show the quality, type, range of color, finish and texture of the material intended to be furnished for the Work.

2. Samples shall become the property of the Owner unless specifically stated otherwise and will not be incorporated in the Work.

E. Review Procedure: Unless otherwise specified, within ten (10) to fourteen (14) days after receipt of the submittal, the Owner’s Authorized Representative will review the submittal.

The returned submittal will indicate one of the following actions:

1. If the review indicates that the material, equipment, or work method is in general conformance with the design concept and complies with the Drawings and Technical Specifications, submittal copies will be marked “NO EXCEPTION TAKEN” and given review action 1.