00016230 Specifications.pdf

PDF 979 KB Posted Mar 11, 2026

Attached to: The Dalles Salt Shed Infill Wall
Solicitation number: S-73000-00016230
Issued by: Washington County, Oregon

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Written by GovTribe AI · Mar 12, 2026

This technical specifications document establishes requirements for the Oregon Department of Transportation's The Dalles Maintenance Station Salt Shed Wall Infill project located at 3317 Bret Clodfelter Way, The Dalles, Oregon 97058. The project scope includes selective demolition and construction of new steel framing, metal wall panels, trim, and reinstallation of existing components. The work is governed by a comprehensive specifications manual organized into divisions covering general requirements, existing conditions, metals fabrication, thermal and moisture protection, and roofing and siding panels. Construction operating hours are limited to 0600 to 1700 Monday through Friday, with deviations requiring Construction Project Manager (CPM) approval. A preconstruction meeting must occur no later than five business days following the Notice to Proceed, and the contractor shall maintain one complete set of contract documents at the construction site. The owner's representative is Jesse Powning, the CPM, reachable at jesse.powning@odot.oregon.gov or 541.554.4775.

The contractor bears responsibility for acquiring all required permits and paying associated fees, with the exception of documents already submitted for plan review by ODOT. Substitution requests are permitted only during the bidding process and must be submitted to the Procurement and Contract Specialist at least seven days prior to bid closing. Metal fabrications must comply with ASTM standards including A36 steel plates, A653 G90 cold-formed sections, A572 or A913 Grade 50 wide flange beams, and A325N hot-dip galvanized bolts. Exterior wall panels shall be 0.0236-inch precoated steel sheets with 1.25-inch ribs at 12-inch centers, 36-inch panel widths, and colors selected by the CPM. All submittal processing allows 10 days for initial review and 10 days for resubmittals, with submittals required in electronic PDF format sent via email. The contractor must comply with waste management and recycling requirements, maintain site cleanliness, and complete final cleaning operations before requesting Substantial Completion inspection.

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File	Type	Posted
00016230 Sample Contract.docx	DOCX document	Mar 11, 2026
00016230 Plans.pdf	PDF	Mar 11, 2026
00016230 RFCQ.docx	DOCX document	Mar 11, 2026
00016230 SOW.pdf	PDF	Mar 11, 2026
Sign in sheet~1.pdf	PDF	Mar 11, 2026
Prebid Agenda - The Dalles Salt Shed Infill .pdf	PDF	Mar 11, 2026
00016230 Prelim Bid Results.xlsx	XLSX spreadsheet	Mar 11, 2026

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TECHNICAL SPECIFICTIONS FOR

Oregon Department of Transportation The Dalles Maintenance Station

Salt Shed Wall Infill Project address:

Oregon Department of Transportation 3317 Bret Clodfelter Way

The Dalles, Oregon 97058

6/10/25

Owner:

ODOT FACILITES MANAGEMENT SECTION

885 Airport Rd SE Salem, Oregon 97301 Phone (503) 986-5777

Table of Contents Generated by SpecBuilder: 5/23/2025 Division Section Title Pages

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

011000 SUMMARY 3

012500 SUBSTITUTION PROCEDURES 1

013100 PROJECT MANAGEMENT AND COORDINATION 5

013300 SUBMITTAL PROCEDURES 4

014000 QUALITY REQUIREMENTS 3

015000 TEMPORARY FACILITIES AND CONTROLS 1

016000 PRODUCT REQUIREMENTS 4

017300 EXECUTION 5

017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 2

017700 CLOSEOUT PROCEDURES 2

Facility Construction Subgroup

DIVISION 02 - EXISTING CONDITIONS

024119 SELECTIVE DEMOLITION 2

DIVISION 05 - METALS

055000 METAL FABRICATIONS 3

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

074000 ROOFING AND SIDING PANELS 3

END OF TABLE OF CONTENTS

The Dalles Salt Shed Wall Infill SECTION 011000 -

SUMMARY

011000 - 1

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Time of commencement and completion.

4. Contractor's use of site and premises.

5. Excessive noise.

6. Coordination with occupants.

7. Work restrictions.

8. Specification and Drawing conventions.

B. Related Requirements:

1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.2 PROJECT INFORMATION

A. Project Identification: The Dalles Maintenance Station Salt Shed Wall Infill.

1. Project Location: 3317 Bret Clodfelter Way, The Dalles, OR 97058.

B. Owner: Oregon Department of Transportation, 885 Airport Rd SE Bldg X, Salem, Oregon.

1. Owner's Representative: Jesse Powning, jesse.powning@odot.oregon.gov, cell phone 541.554.4775, Construction Project Manager (CPM).

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of the following:

1. Building improvements include selective demolition and construction of new steel framing, metal wall panels, trim, reinstallation of existing components, and other Work as indicated in the Contract Documents.

1.4 TIME OF COMMENCEMENT AND COMPLETION

A. Notice to proceed: A written notice to proceed will be provided by the Construction Project Manager (CPM) to the Contractor as indicated in the invitation to bid. The Contractor shall begin the work upon receipt of the notice to proceed. Notwithstanding any other provision of the

011000 - 2

It was created by "Oregon Department of Transportation" for "The Dalles Salt Shed Wall Infill". A valid, current MasterSpec license is required for editing and use of this document for any other project.(24547) contract the Owner shall not be obligated to accept or to pay for any work furnished by the Contractor prior to delivery of notice to proceed, whether or not the Owner has knowledge of the furnishing of work.

1.5 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS

A. Contractor shall be supplied electronically, with one set of full-size drawings, half size reduced drawings and specifications. At least one complete set of contract documents, including one full-size set of drawings shall be kept at the site of construction in good condition, and at all times available to the CPM.

1.6 PERMITS AND FEES

A. Other than noted below the acquisition of all required permits, and payment of all fees, inspection charges and other similar costs shall be the responsibility of the contractor. ODOT has submitted documents for plan review with the local Authorities Having Jurisdiction. The Contractor shall be responsible for obtaining and paying for all other construction and trades permits as may be required by Federal, State and Local Officials.

1.7 CONTRACTOR'S USE OF SITE AND PREMISES

A. Construction Operating Hours: Operating hours shall be limited to 0600 to 1700 Monday through Friday. Deviations from noted hours shall be with approval by CPM.

B. Limits on Use of Site: Contractors lay down/staging area will be coordinated through CPM. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Driveways, Walkways, and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or for storage of materials.

C. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period. Repair damage caused by construction operations.

1.8 EXCESSIVE NOISE

A. All equipment shall have muffling devices in good working order at all times. Equipment not so equipped will be removed from site.

B. Cooperate with Owner in locating high noise producing equipment in areas least offensive and/or provide sound enclosure or shielding to dampen sound.

C. Playing of loud music or similar noise will not be allowed at the work site.

011000 - 3

1.9 WORK RESTRICTIONS

A. Smoking and Controlled Substance Restrictions: Use of tobacco products , alcoholic beverages, and other controlled substances on Project site is not permitted.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

The Dalles Salt Shed Wall Infill SECTION 012500 -

SUBSTITUTION

PROCEDURES

012500 - 1

SECTION 012500 - SUBSTITUTION PROCEDURES

1.1 Substitution Requests.

A. Substitution requests shall be made only by the General Contractor

B. Substitution Requests shall be submitted to the Procurement and Contract Specialist (PCS).

C. Substitution requests shall be allowed only during bidding process.

D. Substitution requests shall be submitted to the PCS a minimum of seven days prior to bid closing date.

E. PCS will request additional information or issue acceptance or rejection within two days.

F. Documentation:

1. Justification.

2. Coordination information.

3. Detailed comparison.

4. Product Data.

5. Material test reports.

1.2 SUBSTITUTIONS

A. Substitutions for Convenience: Not allowed.

END OF SECTION 012500

The Dalles Salt Shed Wall Infill SECTION 013100 - PROJECT

MANAGEMENT AND

COORDINATION

013100 - 1

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

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

1. Description

2. General coordination procedures.

3. Requests for Information (RFI's).

4. Project meetings.

5. Terms

1.2 DESCRIPTION

A. The Contractor shall coordinate with the CPM during the duration of the project.

1. The Contractor will be responsible for keeping the CPM informed of all activity throughout the project identified in this Contract.

1.3 GENERAL COORDINATION PROCEDURES

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

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

2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

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

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

1. Preparation of Contractor's construction schedule.

2. Preparation of the schedule of values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

013100 - 2

6. Preinstallation conferences.

7. Project closeout activities.

1.4 QUALITY ASSURANCE

A. Throughout the progress of the work, the Contractor shall provide all necessary personnel thoroughly familiar with the Specifications and Drawings, completely trained and experienced in the necessary skills, who shall be present at the site and direct all work performed.

B. Conditions of Surfaces: Surfaces previously prepared or installed by another trade shall be inspected carefully before applying subsequent materials or finishes. If an unsatisfactory condition to that finish exists, notify the General Contractor and CPM in writing immediately.

Otherwise assume full responsibility for resulting appearance, condition and acceptance of finished surfaces.

C. Covering Up: No Contractor or Subcontractor shall cover up work or conceal work of other Contractor/Subcontractor until same has been inspected and/or approved.

1.5 REQUEST FOR INFORMATION (RFI)

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

1. CPM will return without response those RFIs submitted by other entities controlled by Contractor.

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

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

1. Owner name.

2. Project Name

3. Name of CPM.

4. Date.

5. Name of Contractor.

6. RFI number, numbered sequentially.

7. RFI subject.

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

9. Drawing number and detail references, as appropriate.

10. Field dimensions and conditions, as appropriate.

11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract

Time or the Contract Sum, Contractor shall state schedule and cost impact in the RFI.

12. Contractor's signature.

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

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

013100 - 3

C. RFI Forms: Electronic format containing information as noted above. Software-generated form with substantially the same content as indicated above, acceptable to the CPM.

D. RFI's will be reviewed to determine action required, and response. Allow five days for CMP response to each RFI. RFIs received after 1:00 p.m. will be considered as received the following working day.

1. The following Contractor-generated RFIs will be returned without action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

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

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

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

f. Requests for interpretation of review actions on submittals.

g. Incomplete RFIs or inaccurately prepared RFIs.

2. CPM's action may include a request for additional information, in which case CPM's time for response will date from time of receipt of additional information.

3. CPM's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal in accordance with General Provisions.

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

Contract Sum, notify CPM in writing within three days of receipt of the RFI response.

1.6 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated.

B. Preconstruction Meeting: A preconstruction meeting, before starting construction, at a time convenient to Owner and CPM, but no later than five business days following NTP.

1. Attendees: Authorized representatives of Owner and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Discuss items of significance that could affect progress, including the following:

a. Responsibilities and personnel assignments.

b. Tentative construction schedule.

c. Coordination between Contractor and CPM.

d. Critical work sequencing and long lead items.

e. Designation of key personnel and their duties.

f. Lines of communications.

g. Procedures for processing field decisions and Change Orders.

h. Procedures for RFIs.

i. Procedures for testing and inspecting.

j. Procedures for processing Applications for Payment.

k. Distribution of the Contract Documents.

l. Submittal procedures.

013100 - 4

m. Use of the premises.

n. Work restrictions.

o. Working hours.

p. Owner's occupancy requirements.

q. Responsibility for temporary facilities and controls.

r. Construction waste management and recycling.

s. Parking availability.

t. Office, work, and storage areas.

u. Equipment deliveries and priorities.

v. First aid.

w. Security.

x. Progress cleaning.

C. Progress Meetings: Conduct progress meetings as directed by CPM .

1. Attendees: In addition to representatives of Owner , each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

1.7 TERMS

A. "APPROVED" as used herein means "approved by the ODOT CPM.

B. 'FOR APPROVAL" means "for the CPM approval."

C. "SELECTED" means "selected by the CPM."

D. "PROVIDE" means "furnish and install."

E. Where words "or approved" ae used, Construction Project Manager is sole judge of quality and suitability of proposed alternate or substitution.

F. "CONSTRUCTION PROJECT MANAGER" (CPM) refers to the individual selected by ODOT to manage the project.

G. "Project Coordination" refers to the on-site individual (if) selected by ODOT to be the local liaison the contractor.

H. "INSTALL" means "furnish and install."

I. Items noted as "N.I.C." are "Not in Contract" and will be furnished and installed by Owner or others.

013100 - 5

PART 2 - PRODUCTS (Not Used)

END OF SECTION 013100

The Dalles Salt Shed Wall Infill SECTION 013300 -

SUBMITTAL PROCEDURES

013300 - 1

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Submittal schedule requirements.

2. Administrative and procedural requirements for submittals.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information and physical samples that requires responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals."

B. Informational Submittals: Written and graphic information and physical samples that do not require responsive action. Submittals may be rejected for not complying with requirements.

Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals."

1.3 SUBMITTAL SCHEDULE

A. Submittal Schedule: Submit, as an action submittal, a list of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by CPM and additional time for handling and reviewing submittals required by those corrections.

1.4 SUBMITTAL FORMATS

A. Submittal Information: Include the following information in each submittal:

1. Project name.

2. Date.

3. Name of Contractor.

4. Names of subcontractor, manufacturer, and supplier.

5. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier; and alphanumeric suffix for resubmittals.

6. Drawing number and detail references, as appropriate.

B. Options: Identify options requiring selection by CPM.

C. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include

013300 - 2

It was created by "Oregon Department of Transportation" for "The Dalles Salt Shed Wall Infill". A valid, current MasterSpec license is required for editing and use of this document for any other project.(24547) relevant additional information and revisions, other than those requested by CPM on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet.

D. Submittals shall be electronic.

1.5 SUBMITTAL PROCEDURES

A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.

1. Email: Prepare submittals as PDF package, and transmit to CPM by sending via email.

Include PDF transmittal form. Include information in email subject line as requested by

CPM.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.

3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals.

C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows.

Time for review shall commence on receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 10 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required.

2. Resubmittal Review: Allow 10 days for review of each resubmittal.

D. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

F. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect's action stamp.

1.6 SUBMITTAL REQUIREMENTS

A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard published data are unsuitable for use, submit as Shop Drawings, not as Product Data.

013300 - 3

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's catalog cuts.

b. Manufacturer's product specifications.

c. Standard color charts.

B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:

a. Identification of products.

b. Compliance with specified standards.

c. Notation of dimensions established by field measurement.

d. Relationship and attachment to adjoining construction clearly indicated.

1.7 CONTRACTOR'S REVIEW

A. Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents.

Note corrections and field dimensions. Mark with approval stamp before submitting to CPM.

B. Contractor's Approval: Indicate Contractor's approval for each submittal with contractors approval stamp . Include name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

1. CPM will not review submittals received from Contractor that do not have Contractor's review and approval.

1.8 ODOT REVIEW

A. Action Submittals: CPM will review each submittal, indicate corrections or revisions required.

1. PDF Submittals: CPM will indicate, via markup on each submittal, the appropriate action as follows:

a. Submittals will be returned marked Approved, Approved as Noted, Revise and

Resubmit. Incomplete submittals will be marked Rejected and not reviewed.

B. Informational Submittals: CPM will review each submittal and will not return it, or will return it if it does not comply with requirements. CPM will forward each submittal to appropriate party.

C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from CPM.

D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.

E. Submittals received from sources other than Contractor will be returned without review.

013300 - 4

F. Submittals not required by the Contract Documents will be returned by CPM without action.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 013300

The Dalles Salt Shed Wall Infill SECTION 014000 - QUALITY

REQUIREMENTS

014000 - 1

SECTION 014000 - QUALITY REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for quality assurance and quality control.

B. Testing and inspection services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.

1. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance and quality-control procedures that facilitate compliance with the Contract Document requirements.

2. Requirements for Contractor to provide quality-assurance and quality-control services required by Owner or authorities having jurisdiction are not limited by provisions of this Section.

1.2 DEFINITIONS

A. Field Quality-Control Tests and Inspections: Tests and inspections that are performed on-site for installation of the Work and for completed Work.

B. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, assembly, and similar operations.

1. Use of trade-specific terminology in referring to a Work result does not require that certain construction activities specified apply exclusively to specific trade(s).

C. Testing Agency: An entity engaged to perform specific tests, inspections, or both. The term "testing laboratory" has the same meaning as the term "testing agency."

1.3 CONFLICTING REQUIREMENTS

A. Conflicting Standards and Other Requirements: If compliance with two or more standards or requirements is specified and the standards or requirements establish different or conflicting requirements for minimum quantities or quality levels, inform the CPM regarding the conflict and obtain clarification prior to proceeding with the Work. Refer conflicting requirements that are different, but apparently equal, to CPM for clarification before proceeding.

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified is the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply

014000 - 2

It was created by "Oregon Department of Transportation" for "The Dalles Salt Shed Wall Infill". A valid, current MasterSpec license is required for editing and use of this document for any other project.(24547) with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to the CPM for a decision before proceeding.

1.4 INFORMATIONAL SUBMITTALS

A. Permits, Licenses, and Certificates: For Owner's record, submit copies to CPM of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents established for compliance with standards and regulations bearing on performance of the Work.

1.5 QUALITY CONTROL

A. Contractor Responsibilities: Tests and inspections not explicitly noted or assigned to Owner are Contractor's responsibility. Perform additional quality-control activities, whether specified or not, to verify and document that the Work complies with requirements.

1. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspection will be performed.

2. Testing and inspection requested by Contractor and not required by the Contract Documents are Contractor's responsibility.

B. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents.

C. Testing Agency Responsibilities: Cooperate with CPM and Contractor in performance of duties.

Provide qualified personnel to perform required tests and inspections.

1. Notify CPM and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services.

2. Determine the locations from which test samples will be taken and in which in-situ tests are conducted.

3. Conduct and interpret tests and inspections and state in each report whether tested and inspected Work complies with or deviates from requirements.

4. Submit a certified written report, in duplicate, of each test, inspection, and similar quality-control service through Contractor.

5. Do not release, revoke, alter, or increase the Contract Document requirements or approve or accept any portion of the Work.

6. Do not perform duties of Contractor.

1.6 SPECIAL INSPECTIONS

A. Special Inspections: Owner will engage a qualified testing agency to conduct special inspections required by authorities having jurisdiction as the responsibility of Owner, and as follows:

1. Notifying CPM and Contractor promptly of irregularities and deficiencies observed in the Work during performance of its services.

014000 - 3

2. Submitting a certified written report of each test, inspection, and similar quality-control service to CPM with copy to Contractor and to authorities having jurisdiction.

3. Submitting a final report of special tests and inspections at Substantial Completion, which includes a list of unresolved deficiencies.

4. Interpreting tests and inspections and stating in each report whether tested and inspected work complies with or deviates from the Contract Documents.

5. Retesting and reinspecting corrected Work.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 REPAIR AND PROTECTION

A. General: On completion of testing, inspection, sample taking, and similar services, repair damaged construction and restore substrates and finishes.

1. Provide materials and comply with installation requirements specified in other Specification Sections or matching existing substrates and finishes. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. Comply with the Contract Document requirements for cutting and patching in Section 017300 "Execution."

B. Protect construction exposed by or for quality-control service activities.

C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services.

END OF SECTION 014000

The Dalles Salt Shed Wall Infill SECTION 015000 -

TEMPORARY FACILITIES

AND CONTROLS

015000 - 1

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

1.1 USE CHARGES

A. Electric Power Service: Available from existing system without charge.

1.2 TEMPORARY FACILITIES

A. Field office as required by contractor.

1.3 EQUIPMENT

A. Fire extinguishers.

1.4 TEMPORARY UTILITY INSTALLATION

A. Water Service: Provide water and storage tanks as required for Work and fire protection.

B. Sanitary Facilities: Provide temporary toilets and wash facilities for all workers and inspectors.

C. Electric Power Service: Provide suitable construction grade extension cords as required to connect to existing facilities.

D. Lighting: Provide temporary lighting as required.

1.5 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Provide security fencing around staging and materials storage area at contractor's option.

END OF SECTION 015000

The Dalles Salt Shed Wall Infill SECTION 016000 - PRODUCT

016000 - 1

SECTION 016000 - PRODUCT REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products;

special warranties; and comparable products.

1.2 DEFINITIONS

A. Products: Items obtained for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent.

1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature that is current as of date of the Contract Documents.

2. New Products: Items that have not previously been incorporated into another project or facility. Salvaged items or items reused from other projects are not considered new products. Items that are manufactured or fabricated to include recycled content materials are considered new products, unless indicated otherwise.

3. Comparable Product: Product by named manufacturer that is demonstrated and approved through the comparable product submittal process described in Part 2 "Comparable Products" Article, to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product.

B. Basis-of-Design Product Specification: A specification in which a single manufacturer's product is named and accompanied by the words "basis-of-design product," including make or model number or other designation. Published attributes and characteristics of basis-of-design product establish salient characteristics of products.

1. Evaluation of Comparable Products: In addition to the basis-of-design product description, product attributes and characteristics may be listed to establish the significant qualities related to type, function, in-service performance and physical properties, weight, dimension, durability, visual characteristics, and other special features and requirements for purposes of evaluating comparable products of additional manufacturers named in the specification. Manufacturer's published attributes and characteristics of basis-of-design product also establish salient characteristics of products for purposes of evaluating comparable products.

C. Subject to Compliance with Requirements: Where the phrase "Subject to compliance with requirements" introduces a product selection procedure in an individual Specification Section, provide products qualified under the specified product procedure. In the event that a named product or product by a named manufacturer does not meet the other requirements of the

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It was created by "Oregon Department of Transportation" for "The Dalles Salt Shed Wall Infill". A valid, current MasterSpec license is required for editing and use of this document for any other project.(24547) specifications, select another named product or product from another named manufacturer that does meet the requirements of the specifications; submit a comparable product request or substitution request, if applicable.

D. Comparable Product Request Submittal: An action submittal requesting consideration of a comparable product, including the following information:

1. Identification of basis-of-design product or fabrication or installation method to be replaced, including Specification Section number and title and Drawing numbers and titles.

2. Data indicating compliance with the requirements specified in Part 2 "Comparable Products" Article.

E. Basis-of-Design Product Specification Submittal: An action submittal complying with requirements in Section 013300 "Submittal Procedures."

F. Substitution: Refer to Section 012500 "Substitution Procedures" for definition and limitations on substitutions.

1.3 QUALITY ASSURANCE

A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, select product compatible with products previously selected, even if previously selected products were also options.

1.4 QUALITY AND QUANTITY

A. Work shall be executed in conformity with the Owner accepted standard of practice of the trade so as to contribute to maximum efficiency of operation, accessibility and appearance, minimum cost of maintenance and construction of future alterations and additions. It shall be executed that the completed work will conform and adjust itself to any existing installation.

B. When materials are specified to conform to ASTM, Federal, or other reference specifications, the materials delivered to the site shall bear the manufacturer's printed labels stating that the materials meet the requirements of such referenced specification.

1.5 MANUFACTURER'S INSTRUCTIONS

A. Perform work in accord with manufacturer's instructions.

B. Do not omit preparatory or installation procedures required by the manufacturer.

C. Handle, install, connect, clean, condition and adjust products in strict accord with such instructions and in conformance with specified requirements.

D. Should job conditions or specified requirements conflict with manufacturer's instructions consult with CPM.

E. Do not proceed with work without clear instruction.

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1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING

A. Deliver, store, and handle products, using means and methods that will prevent damage, deterioration, and loss, including theft and vandalism. Comply with manufacturer's written instructions.

1.7 PRODUCT WARRANTIES

A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents.

1. Manufacturer's Warranty: Written standard warranty form furnished by individual manufacturer for a particular product and issued in the name of the Owner or endorsed by manufacturer to Owner.

2. Special Warranty: Written warranty required by the Contract Documents to provide specific rights for Owner and issued in the name of the Owner or endorsed by manufacturer to Owner.

B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution.

1. Manufacturer's Standard Form: Modified to include Project-specific information and properly executed.

2. Specified Form: When specified forms are included in the Project Manual, prepare a written document, using indicated form properly executed.

3. See other Sections for specific content requirements and particular requirements for submitting special warranties.

PART 2 - PRODUCTS

2.1 PRODUCT SELECTION PROCEDURES

A. General Product Requirements: Provide products that comply with the Contract Documents, are undamaged and, unless otherwise indicated, are new at time of installation.

1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect.

2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects.

3. Owner reserves the right to limit selection to products with warranties meeting requirements of the Contract Documents.

4. Where products are accompanied by the term "as selected," CPM will make selection.

5. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products.

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B. Visual Selection Specification: Where Specifications include the phrase "as selected by CPM from manufacturer's full range" or a similar phrase, select a product that complies with requirements. Professional of Record or CPM will select color, gloss, pattern, density, or texture from manufacturer's product line that includes both standard and premium items.

2.2 COMPARABLE PRODUCTS

A. Conditions for Consideration of Comparable Products: CPM will consider Contractor's request for comparable product when the following conditions are satisfied. If the following conditions are not satisfied, CPM may return requests without action, except to record noncompliance with the following requirements:

1. Evidence that proposed product does not require revisions to the Contract Documents, is consistent with the Contract Documents, will produce the indicated results, and is compatible with other portions of the Work.

2. Detailed comparison of significant qualities of proposed product with those of the named basis-of-design product. Significant product qualities include attributes, such as type, function, in-service performance and physical properties, weight, dimension, durability, visual characteristics, and other specific features and requirements.

3. Evidence that proposed product provides specified warranty.

4. List of similar installations for completed projects, with project names and addresses and names and addresses of architects and owners, if requested.

5. Samples, if requested.

B. Action on Comparable Products Submittal: If necessary, CPM will request additional information or documentation for evaluation, as specified in Section 013300 "Submittal Procedures."

1. Form of Approval of Submittal: As specified in Section 013300 "Submittal Procedures."

2. Use product specified if CPM does not issue a decision on use of a comparable product request within time allocated.

C. Submittal Requirements, Single-Step Process: When acceptable to CPM, incorporate specified submittal requirements of individual Specification Section in combined submittal for comparable products. Approval by the CPM of Contractor's request for use of comparable product and of individual submittal requirements will also satisfy other submittal requirements.

END OF SECTION 016000

The Dalles Salt Shed Wall Infill SECTION 017300 -

EXECUTION

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SECTION 017300 - EXECUTION

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes general administrative and procedural requirements governing execution of the Work, including, but not limited to, the following:

1. Construction layout.

2. Installation of the Work.

3. Cutting and patching.

4. Progress cleaning.

5. Protection of installed construction.

6. Correction of the Work.

1.2 DEFINITIONS

A. Cutting: Removal of in-place construction necessary to permit installation or performance of subsequent work.

B. Patching: Fitting and repair work required to restore construction to original conditions after installation of subsequent work.

1.3 QUALITY ASSURANCE

A. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements.

1. Structural Elements: When cutting and patching structural elements, or when encountering the need for cutting and patching of elements whose structural function is not known, notify CPM of locations and details of cutting and await directions from CPM before proceeding.

Shore, brace, and support structural elements during cutting and patching. Do not cut and patch structural elements in a manner that could change their load-carrying capacity or increase deflection.

2. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety.

3. Other Construction Elements: Do not cut and patch other construction elements or components in a manner that could change their load-carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety.

4. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed construction in a manner that would, in CPM's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner.

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PART 2 - PRODUCTS

2.1 MATERIALS

A. Comply with requirements specified in other Sections.

B. In-Place Materials: Use materials for patching identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible.

1. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to CPM for the visual and functional performance of in-place materials. Use materials that are not considered hazardous.

C. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

PART 3 - EXECUTION

3.1 EXAMINATION

A.…

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