230-13067 Technical Specifications.pdf

Contract Document 230-13067

Priest Rapids Siphon Intake Replacement 1 Technical Specifications Submittal Procedures

SECTION 01 31 13

PROJECT COORDINATION

PART 1 GENERAL

1.01 SUBMITTALS

A. See General Conditions, Specific Requirements, and Section 01 33 00, Submittal Procedures.

1.02 DISTRICT-FURNISHED PRODUCTS

A. District Furnished Permits include:

1. USACE Nationwide Permit 3

2. State Environmental Policy Act (SEPA) Determination on Non-significance (DNS)

3. Grant County Shoreline Exemption

4. Washington Department of Fish and Wildlife (WDFW) Hydraulic

Project Approval (HPA)

5. FERC Historical Section 106 consultation

B. Refer to Specific Requirements.

C. The District will Not Furnish any Electrical Products. All Electrical Equipment shall be furnished by the Contractor.

1.03 UTILITY NOTIFICATION AND COORDINATION

A. Coordinate the Work with various utilities within Project limits. Notify applicable utilities prior to commencing Work, if damage occurs, or if conflicts or emergencies arise during the Work. Such Utilities are listed below, but are not limited.

1. The District Operation Department

2. The District Maintenance Department

3. The District Dam Safety Engineering

4. The District Electrical Engineering

5. The District Enterprise Project Management Office

6. The District Hatchery and Habitat

7. Washington State Fish and Wildlife

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1.04 PROJECT MILESTONES

A. General: Include the Milestones (when specified) in the Contract Documents as part of the Progress Schedule.

B. Project Milestones: Refer to Specific Requirements.

1.05 WORK SEQUENCING/CONSTRAINTS

A. Work sequences in the Progress Schedule shall specifically identify milestone targets identified in the Specific Requirements.

1.06 FACILITY OPERATIONS

A. Continuous operation of District’s facilities is of critical importance. Schedule and conduct activities to enable existing facilities to operate continuously, unless otherwise specified in the Contract Documents.

B. Perform Work continuously during critical connections and changeovers, and as required to prevent interruption of District’s operations.

C. When necessary, plan, design, and provide various temporary services, utilities, connections, temporary piping and heating, access, and similar items to maintain continuous operations of District’s facility.

D. Do not close lines, open or close valves, or take other action which would affect the operation of existing systems, except as specifically required by the Contract Documents and after authorization by District and District Representative. Such authorization will be considered within 48 hours after receipt of Contractor’s written request.

E. Do not proceed with Work affecting a facility’s operation without obtaining District’s advance approval of the need for and duration of such Work.

F. Relocation of Existing Facilities:

1. During construction, it is expected that minor relocations of Work will be necessary.

2. Provide complete relocation of existing structures and Underground Facilities, including piping, utilities, equipment, structures, electrical conduit wiring, electrical duct bank, and other necessary items.

3. Use only new materials for relocated facility. Match materials of existing facility, unless otherwise shown or specified.

4. Perform relocations to minimize downtime of existing facilities.

5. Install new portions of existing facilities in their relocated position prior to removal of existing facilities, unless otherwise accepted by the District.

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1.07 ADJACENT FACILITIES AND PROPERTIES

A. Examination:

1. After Notice to Proceed is granted by the District and before Work at Site is started, Contractor and the District shall make a thorough examination of pre-existing conditions including existing buildings, structures, and other improvements in vicinity of Work, as applicable, which could be damaged by construction operations.

2. Periodic reexamination shall be jointly performed to include, but not limited to, cracks in structures, settlement, leakage, and similar conditions.

B. Documentation:

1. Record and submit documentation of observations made on examination inspections with digital photo and sketches. Furnish documentation to District.

2. Upon receipt, District will review, sign, and return one record copy of documentation to Contractor to be kept on file in field office.

3. Such documentation shall be used as indisputable evidence in ascertaining whether and to what extent damage occurred as a result of Contractor’s operations, and is for the protection of adjacent property owners, Contractor, and District.

1.08 CONSTRUCTION PHOTOGRAPHS

A. General:

1. Photographically document all phases of the Project including preconstruction, construction progress, and post-construction.

2. Take photos in both good and inclement weather.

3. The District shall have right to select subject matter and vantage point from which photographs are to be taken.

4. Digital Images: No post-session electronic editing of images is allowed.

Stored image shall be actual image as captured without cropping or other edits.

B. Preconstruction and Post-Construction:

1. After Notice to Proceed is granted by the District and before Work at Site is started, and again upon issuance of Substantial Completion, take a minimum of 48 photographs of Site and property adjacent to perimeter of Site.

2. Particular emphasis shall be directed to structures both inside and outside the Site.

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3. Format: Digital, minimum resolution of 1832 pixels by 3264 pixels and 24-bit, millions on colors.

C. Construction Progress Photos:

1. Photographically demonstrate progress of construction, showing every aspect of Site and adjacent properties as well as interior and exterior of new or impacted structures.

2. Weekly: Take 48 photographs using digital, minimum resolution of 1832 pixels by 3264 pixels and 24-bit, millions on colors.

1.09 REFERENCE POINTS AND SURVEYS

A. Location and elevation of benchmarks are shown on the Drawings.

B. Contractor’s Responsibilities:

1. Provide additional survey and layout required to layout the Work.

2. Notify the District at least 3 working days in advance of time when grade and line to be provided by District will be needed.

3. Check and establish exact location of existing facilities prior to construction of new facilities and any connections thereto.

4. In event of discrepancy in data or staking provided by District, request clarification before proceeding with Work.

5. Retain professional land surveyor or civil engineer registered in state of

Project who shall perform or supervise engineering surveying necessary for additional construction staking and layout.

6. Maintain complete accurate log of survey work as it progresses as a Record Document.

7. On request of District, submit documentation.

8. Provide competent employee(s), tools, stakes, and other equipment and materials as District may require to:

a. Establish control points, lines, and easement boundaries.

b. Check layout, survey, and measurement work performed by others.

c. Measure quantities for payment purposes.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.01 CUTTING, FITTING, AND PATCHING

A. Cut, fit, adjust, or patch Work and work of others, including excavation and backfill as required, to make Work complete.

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B. Obtain prior written authorization of District before commencing Work to cut or otherwise alter:

C. Structural or reinforcing steel, structural column or beam, elevated slab, trusses, or other structural member.

D. Weather-resistant or moisture-resistant elements.

E. Efficiency, maintenance, or safety of element.

F. Work of others.

G. Refinish surfaces to provide an even finish.

H. Refinish continuous surfaces to nearest intersection.

I. Refinish entire assemblies.

J. Finish restored surfaces to such planes, shapes, and textures that no transition between existing work and the Work is evident in finished surfaces.

K. Restore existing work, Underground Facilities, and surfaces that are to remain in completed Work including concrete-embedded piping, conduit, and other utilities as specified and as shown on the Drawings.

L. Make restorations with new materials and appropriate methods as specified for new Work of similar nature; if not specified, use recommended practice of manufacturer or appropriate trade association.

M. Fit Work airtight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces and fill voids.

N. Remove specimens of installed Work for testing when requested by District.

3.02 CORE DRILLING & ANCHOR POINTS FOR ELECTRICAL EQUIPMENT

A. See PPEE_STANDARDS_S0010_01_General Electrical Provisions and Requirements regarding Anchor Points and Core Drilling Standards.

END OF SECTION

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SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

4.01 DEFINITIONS

A. Action Submittal: Written and graphic information submitted by Contractor that requires District Representative’s approval.

B. Informational Submittal: Information submitted by Contractor that requires District Representative’s review and determination that submitted information is in accordance with the Conditions of the Contract.

4.02 PROCEDURES

A. The District requires use of the District O365 SharePoint site for all correspondence, submittals (except samples), transmittals, and RFIs unless otherwise approved by District Representative. See Specific Requirements for Project Documentation Transfer Methods.

B. Electronic Submittals: Submittals shall, unless specifically excepted, be made in electronic format.

1. Each submittal shall be an electronic file in Adobe Acrobat Portable

Document Format (PDF). Use the latest version available at time of execution of the Agreement.

2. Electronic files that contain more than 10 pages in PDF format shall contain internal bookmarking from an index page to major sections of the document.

3. PDF files shall be set to open “Bookmarks and Page” view.

4. Add general information to each PDF file, including title, subject, author, and keywords.

5. PDF files shall be set up to print legibly at 8.5-inch by 11-inch, 11-inch by 17-inch, or 22-inch by 34-inch. No other paper sizes will be accepted.

6. Submit new electronic file for each resubmittal.

7. Include a copy of the Transmittal of Contractor’s Submittal form, located at end of section, with each electronic file.

8. Provide District Representative with authorization to reproduce and distribute each file as many times as necessary for Project documentation.

9. Detailed procedures for handling electronic submittals will be discussed at the preconstruction conference.

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C. Transmittal of Submittal:

1. Contractor shall:

a. Review each submittal and check for compliance with Contract

Documents.

b. Stamp each submittal with uniform approval stamp before submitting to District.

1) Stamp to include Project name, submittal number, Specification number, Contractor’s reviewer name, date of Contractor’s approval, and statement certifying submittal has been reviewed, checked, and approved for compliance with Contract Documents.

2) District will not review submittals that do not bear Contractor’s approval stamp and will return them without action.

2. Complete, sign, and transmit with each submittal package, one Transmittal of Contractor’s Submittal form in format approved by District.

3. Identify each submittal with the following:

a. Numbering and Tracking System:

1) Sequentially number each submittal. (Submittal # Title)

2) Resubmission of submittal shall have original number with sequential alphabetic suffix. (Submittal # A Title)

b. Specification section and paragraph to which submittal applies.

c. Project title and District Representative’s project number.

d. Date of transmittal.

e. Names of Contractor, Subcontractor or Supplier, and manufacturer as appropriate.

4. Identify and describe each deviation or variation from Contract

Documents.

D. Format:

1. Do not base Shop Drawings on reproductions of Contract Documents.

2. Package submittal information by individual specification section. Do not combine different specification sections together in submittal package, unless otherwise directed in specification.

3. Present in a clear and thorough manner and in sufficient detail to show kind, size, arrangement, and function of components, materials, and devices, and compliance with Contract Documents.

4. Index with labeled tab dividers in orderly manner.

E. Timeliness: Schedule and submit in accordance Schedule of Submittals and requirements of individual specification sections.

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F. Processing Time:

1. Time for review shall commence on District Representative’s receipt of submittal.

2. District will act upon Contractor’s submittal and transmit response to Contractor not later than 30 days after receipt, unless otherwise specified.

3. Resubmittals will be subject to same review time.

4. No adjustment of Contract Times or Price will be allowed as a result of delays in progress of Work caused by rejection and subsequent resubmittals.

G. Resubmittals: Clearly identify each correction or change made.

H. Incomplete Submittals:

1. District will return entire submittal for Contractor’s revision if preliminary review deems it incomplete.

2. When any of the following are missing, submittal will be deemed incomplete:

a. Contractor’s review stamp; completed and signed.

b. Transmittal of Contractor’s Submittal; completed and signed.

c. Insufficient number of copies.

I. Submittals not required by Contract Documents:

1. Will not be reviewed and will be returned stamped “Not Subject to Review.”

2. District will keep one copy and return submittal to Contractor.

4.03 ACTION SUBMITTALS

A. Prepare and submit Action Submittals required by individual specification sections.

B. Shop Drawings:

1. Identify and Indicate:

a. Applicable Contract Drawing and Detail number, products, units and assemblies, and system or equipment identification or tag numbers.

b. Equipment and Component Title: Identical to title shown on Drawings.

c. Critical field dimensions and relationships to other critical features of Work. Note dimensions established by field measurement.

d. Project-specific information drawn accurately to scale.

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2. Manufacturer’s standard schematic drawings and diagrams as follows:

a. Modify to delete information that is not applicable to the Work.

b. Supplement standard information to provide information specifically applicable to the Work.

3. Product Data: Provide as specified in individual specifications.

4. Deferred Submittal: See Drawings for list of deferred submittals.

a. Contractor-design drawings and product data related to permanent construction.

1) Written and graphic information.

2) Drawings.

3) Cut sheets.

4) Data sheets.

5) Action item submittals requested in individual specification section.

b. Prior to installation of indicated structural or nonstructural element, equipment, distribution system, or component or its anchorage, submit required supporting data and drawings for review and acceptance by District Representative. Documentation of review and approval provided on District Representative’s comment form, along with completed submittal, will be filed with permitting agency by District Representative and approved by permitting agency prior to installation.

5. Foreign Manufacturers: When proposed, include names and addresses of at least two companies that maintain technical service representatives close to Project.

C. Action Submittal Dispositions: District Representative will review, comment, stamp, and distribute as noted:

1. Approved: Contractor may incorporate product(s) or implement Work covered by submittal.

2. Approved as Noted: Contractor may incorporate product(s) or implement Work covered by submittal, in accordance with District Representative’s notations.

3. Partial Approval, Resubmit as Noted:

a. Make corrections or obtain missing portions and resubmit.

b. Except for portions indicated, Contractor may begin to incorporate product(s) or implement Work covered by submittal, in accordance with District Representative’s notations.

4. Revise and Resubmit: Contractor may not incorporate product(s) or implement Work covered by submittal.

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4.04 INFORMATIONAL SUBMITTALS

A. General:

1. Refer to individual specification sections for specific submittal requirements.

2. District Representative will review each submittal. If submittal meets conditions of the Contract, District Representative will forward copy to appropriate parties. If District Representative determines submittal does not meet conditions of the Contract and is therefore considered unacceptable, District Representative will retain one copy and return remaining copy with review comments to Contractor, and require that submittal be corrected and resubmitted.

B. Certificates:

1. General:

a. Provide notarized statement that includes signature of entity responsible for preparing certification.

b. Signed by officer or other individual authorized to sign documents on behalf of that entity.

2. Welding: In accordance with individual specification sections.

3. Installer: Prepare written statements on manufacturer’s letterhead certifying installer complies with requirements as specified in individual specification section.

4. Material Test: Prepared by qualified testing agency, on testing agency’s standard form, indicating and interpreting test results of material for compliance with requirements.

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

6. Manufacturer’s Certificate of Compliance: In accordance with Section 01 61 00, Common Product Requirements.

C. Photographs: In accordance with Section 01 31 13, Project Coordination, and as may otherwise be required in Contract Documents.

D. Closeout Submittals: In accordance with Section 01 77 00, Closeout Procedures.

E. Contractor-design Data (related to temporary construction):

1. Written and graphic information.

2. List of assumptions.

3. List of performance and design criteria.

4. Summary of loads or load diagram, if applicable.

5. Calculations.

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6. List of applicable codes and regulations.

7. Name and version of software.

8. Information requested in individual specification section.

F. Deferred Submittals: See Drawings for list of deferred submittals.

1. Contractor-design data related to permanent construction:

a. List of assumptions.

b. List of performance and design criteria.

c. Summary of loads or load diagram, if applicable.

d. Calculations.

e. List of applicable codes and regulations.

f. Name and version of design software.

g. Factory test results.

h. Informational submittals requested in individual specification section.

2. Prior to installation of indicated structural or nonstructural element, equipment, distribution system, or component or its anchorage, submit calculations and test results of Contractor-designed components for review by District Representative. Documentation of review and indication of compliance with general design intent and project criteria provided on District Representative comment form as meets conditions of the Contract, along with completed submittal, will be filed with permitting agency by District Representative and approved by permitting agency prior to installation.

G. Manufacturer’s Instructions: Written or published information that documents manufacturer’s recommendations, guidelines, and procedures in accordance with individual specification sections.

H. Quality Control Documentation: As required in Section 01 45 16.13, Contractor Quality Control.

I. Schedules:

1. Schedule of Submittals: Prepare Submittal Register as described in this section.

a. Show for each, at a minimum, the following:

1) Specification section number.

2) Identification by numbering and tracking system as specified under Paragraph Transmittal of Submittal.

3) Estimated date of submission to District Representative, including reviewing and processing time.

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b. On a monthly basis, submit updated Schedule of Submittals to District Representative if changes have occurred or resubmittals are required.

2. Progress Schedules: In accordance with the Contract Documents.

J. Special Guarantee: Supplier’s written guarantee as required in individual specification sections.

K. Statement of Qualification: Evidence of qualification, certification, or registration as required in Contract Documents to verify qualifications of professional land surveyor, engineer, materials testing laboratory, specialty Subcontractor, trade, Specialist, consultant, installer, and other professionals.

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

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

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

M. Test, Evaluation, and Inspection Reports:

1. General: Shall contain signature of person responsible for test or report.

2. Factory:

a. Identification of product and specification section, type of inspection or test with referenced standard or code.

b. Date of test, Project title and number, and name and signature of authorized person.

c. Test results.

d. If test or inspection deems material or equipment not in compliance with Contract Documents, identify corrective action necessary to bring into compliance.

e. Provide interpretation of test results, when requested by District Representative.

f. Other items as identified in individual specification sections.

3. Field:

a. As a minimum, include the following:

1) Project title and number.

2) Date and time.

3) Record of temperature and weather conditions.

4) Identification of product and specification section.

5) Type and location of test, Sample, or inspection, including referenced standard or code.

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6) Date issued, testing laboratory name, address, and telephone number, and name and signature of laboratory inspector.

7) If test or inspection deems material or equipment not in compliance with Contract Documents, identify corrective action necessary to bring into compliance.

8) Provide interpretation of test results, when requested by District Representative.

9) Other items as identified in individual specification sections.

N. Testing and Startup Data: In accordance with Section 01 91 14, Equipment Testing and Facility Startup.

4.05 SUPPLEMENT

A. The supplement listed below, following “End of Section,” is a part of this specification:

1. Sample Submittal Register.

B. The Contractor shall prepare and submit a submittal register. A sample form is attached at the end of this section. The sample submittal register, or an equivalent thereof, with column (f) completed by the Contractor is the required submittal under this section. Other items may be requested for submittal by the District Representative during the course of work and shall be added to the submittal register.

C. For Column (d), the specification paragraph number which contains either the reference to the submittal requirements or performance requirements for the submittal item indicated. Not all requirements will be referenced in this column. The Contractor shall review the specifications to determine additional requirements.

D. Column (e) of the sample submittal register identifies the submittal by category. Category definitions are as follows:

1. Category 1: A critical submittal required during the initial portion of the Contract.

2. Category 2: A submittal required during the course of the Contract.

3. Category 3: A submittal or documentation required at project close out.

E. State for each submittal the Contractor’s planned submittal date. Submit the filled in submittal register within 15 days after Contract Award.

F. Column (a) shall be filled as submittals are provided to the District. The first item submitted is Submittal 1, the second item submittal is Submittal 2, etc.

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PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

Priest Rapids Siphon Intake Replacement 01 61 00 - 1 Technical Specifications Common Product Requirements

SAMPLE SUBMITTAL REGISTER

Ref.

No.

Sub No. (a)

Type of Submittal / Description of Submittal (b)

Spec.

Section (c)

Spec.

Paragraph (d)

Category (e)

Planned Submittal Date (f)

1 Project Construction Schedule GC and SR 1

2 Preconstruction Photos 01 31 13 1.08.B 1

3 Weekly Construction Progress Photos 01 31 13 1.08.C 2

4 Post Construction Photos 01 31 13 1.08.B 3

5 Filled in Submittal Register 01 33 00 1.05.B 1

6 CQC Plan 01 45 16.13 1.02.A.1 1

7 Weekly CQC Report 01 45 16.13 1.02.A.2 2

8 Temporary Erosion Control and Sediment Control Plan

01 57 13 1.02.A 1

9 Staging Plan 01 57 13 1.02.B 1

10 Contractor’s Certified Erosion and Sediment Control Lead

01 57 13 1.02.C 1

11 Record Documents 01 77 00 1.01.A.1.a 3

12 Release or Waivers of Liens and Claims

01 77 00 1.01.A.1.b 3

13 Extra Materials 01 77 00 1.01.A.1.c 3

14 Facility Startup and Performance Demonstration Plan

01 91 14 1.02.A.1 2

15 Functional test results 01 91 14 1.02.A.2 2

16 Completed Facility Performance Demonstration/Certification Form

01 91 14 1.02.A.3 3

17 Demolition/Renovation Plan 02 41 00 1.03.A.1 2

18 Lead Abatement Plan 02 41 00 1.03.A.2 2

19 Asbestos Abatement Plan 02 41 00 1.03.A.3 2

20 Shop Drawings 05 05 23 1.03.A.1 2

21 WPQ 05 05 23 1.03.B.1 2

22 CWI Credentials 05 05 23 1.03.B.2 2

23 Testing Agency NDE Inspector Credentials

05 05 23 1.03.B.3 2

24 CWI Visual Inspection (VT) Reports 05 05 23 1.03.B.4 2

25 Welding Documentation 05 05 23 1.03.B.5 2

26 Shop Drawings 05 12 00 1.02.A.1 2

Priest Rapids Siphon Intake Replacement 01 61 00 - 2

Ref.

No.

Sub No. (a)

Type of Submittal / Description of Submittal (b)

Spec.

Section (c)

Spec.

Paragraph (d)

Category (e)

Planned Submittal Date (f)

27 Name and Address of Manufacturer(s) 05 12 00 1.02.B.1 2

28 Mill Certifications 05 12 00 1.02.B.2 2

29 Manufacturers’ Testing Procedures and Standards

05 12 00 1.02.B.3 2

30 AISC Quality Certification 05 12 00 1.02.B.4 2

31 NDT Testing 05 12 00 1.02.B.5 2

32 Shop Drawings

09 90 00 1.03.A.1 2

33 Samples 09 90 00 1.03.A.2 2

34 Manufacturer’s Certification 09 90 00 1.03.B.1 3

35 Manufacturer’s Written Verification 09 90 00 1.03.B.2 3

36 Manufacturer’s Written Instructions and Special Details.

09 90 00 1.03.B.4 3

37 Shop Drawings / Product Data 40 90 01 1.04.A.2 2

38 Bill of Materials 40 90 01 1.04.A.3 2

39 Product Catalog Cuts 40 90 01 1.04.A.4 2

40 Component Data Sheets 40 90 01 1.04.A.5 2

41 Calculations 40 90 01 1.04.A.6 2

42 Panel Plumbing Diagrams 40 90 01 1.04.A.7 2

43 Additional Equipment Recommended 40 90 01 1.04.A.8 2

44 Data Sheet Information 44 42 01 1.01.A.1 2

45 Traveling Screen Shop Drawings 44 42 01 1.01.A.2 2

46 Debris Conveyor Shop Drawings 44 42 01 1.01.A.3 2

47 Screen Housing Shop Drawings 44 42 01 1.01.A.4 2

48 Screen System General Arrangement Shop Drawings

44 42 01 1.01.A.5 2

49 Screen Component Anchorage and Bracing Calculations

44 42 01 1.01.A.6 2

50 Control Panel Shop Drawings 44 42 01 1.01.A.7 2

51 Plumbing Diagrams 44 42 01 1.01.A.8 2

52 Manufacturer’s Certificate of Proper installation

44 42 01 1.01.B.1 2

53 Traveling Screens O&M Manual 44 42 01 1.01.B.2 3

54 Debris Conveyor O&M Manual 44 42 01 1.01.B.3 3

Priest Rapids Siphon Intake Replacement 01 61 00 - 3

Ref.

No.

Sub No. (a)

Type of Submittal / Description of Submittal (b)

Spec.

Section (c)

Spec.

Paragraph (d)

Category (e)

Planned Submittal Date (f)

55 Cut Sheets PPEE STD S0010:01

1.5.I.1 2

56 Label Schedules PPEE STD S0010:01

1.5.I.2 2

57 Bills of Materials PPEE STD S0010:01

1.5.I.3 2

58 Calculations PPEE STD S0010:01

1.5.I.4 2

59 Drawings PPEE STD S0010:01

1.5.I.5 2

60 Component Manuals PPEE STD S0010:01

1.5.I.6 2

61 As-Left Parameters PPEE STD S0010:01

1.5.I.7 3

62 Commissioning Documentation PPEE STD S0010:01

1.5.I.8 3

63 Test Reports PPEE STD S0010:01

1.5.I.9 2

64 Certificate of Performance PPEE STD S0010:01

1.5.I.10 3

65 Manufacturer’s Installation Instructions

PPEE STD

S0010:01

1.5.I.11 2

66 O&M Manual & SOP’s PPEE STD S0010:01

1.5.I.12 3

67 Weekly Submittal Register Updates PPEE STD S0010:01

1.5.K 2

68 Electrical Demolition Plan PPEE STD S0010:01

1.5.L 2

69 Spare Parts PPEE STD S0010:01

3.5 3

Priest Rapids Siphon Intake Replacement 01 61 00 - 4

SECTION 01 42 13

ABBREVIATIONS AND ACRONYMS

PART 1 GENERAL

7.01 REFERENCE TO STANDARDS AND SPECIFICATIONS OF TECHNICAL

SOCIETIES

A. Reference to standards and specifications of technical societies and reporting and resolving discrepancies associated therewith shall be as provided in Article 3 of the General Conditions, and as may otherwise be required herein and in the individual specification sections.

B. Work specified by reference to published standard or specification of government agency, technical association, trade association, professional society or institute, testing agency, or other organization shall meet requirements or surpass minimum standards of quality for materials and workmanship established by designated standard or specification.

C. Where so specified, products or workmanship shall also meet or exceed additional prescriptive or performance requirements included within Contract Documents to establish a higher or more stringent standard of quality than required by referenced standard.

D. Where two or more standards are specified to establish quality, product and workmanship shall meet or exceed requirements of most stringent.

E. Where both a standard and a brand name are specified for a product in Contract Documents, proprietary product named shall meet or exceed requirements of specified reference standard.

F. Copies of standards and specifications of technical societies:

1. Copies of applicable referenced standards have not been bound in these Contract Documents.

2. Where copies of standards are needed by Contractor, obtain a copy or copies directly from publication source and maintain in an orderly manner at the Site as Work Site records, available to Contractor’s personnel, Subcontractors, Owner, and Engineer.

7.02 ABBREVIATIONS

A. Abbreviations for trade organizations and government agencies: Following is a list of construction industry organizations and government agencies to which references may be made in the Contract Documents, with abbreviations used.

1. AA Aluminum Association

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2. AABC Associated Air Balance Council

3. AAMA American Architectural Manufacturers

Association

4. AASHTO American Association of State Highway and

Transportation Officials

5. ABMA American Bearing Manufacturers’ Association

6. ACI American Concrete Institute

7. AEIC Association of Edison Illuminating Companies

8. AGA American Gas Association

9. AGMA American Gear Manufacturers’ Association

10. AI Asphalt Institute

11. AISC American Institute of Steel Construction

12. AISI American Iron and Steel Institute

13. AITC American Institute of Timber Construction

14. ALS American Lumber Standards

15. AMCA Air Movement and Control Association

16. ANSI American National Standards Institute

17. APA APA – The Engineered Wood Association

18. API American Petroleum Institute

19. APWA American Public Works Association

20. AHRI Air-Conditioning, Heating, and Refrigeration

Institute

21. ASA Acoustical Society of America

22. ASABE American Society of Agricultural and

Biological Engineers

23. ASCE American Society of Civil Engineers

24. ASHRAE American Society of Heating, Refrigerating and

Air-Conditioning Engineers, Inc.

25. ASME American Society of Mechanical Engineers

26. ASNT American Society for Nondestructive Testing

27. ASSE American Society of Sanitary Engineering

28. ASTM ASTM International

29. AWI Architectural Woodwork Institute

30. AWPA American Wood Preservers’ Association

31. AWPI American Wood Preservers’ Institute

32. AWS American Welding Society

33. AWWA American Water Works Association

34. BHMA Builders Hardware Manufacturers’ Association

35. CBM Certified Ballast Manufacturer

36. CDA Copper Development Association

37. CGA Compressed Gas Association

38. CISPI Cast Iron Soil Pipe Institute

39. CMAA Crane Manufacturers’ Association of America

40. CRSI Concrete Reinforcing Steel Institute

41. CS Commercial Standard

42. CSA Canadian Standards Association

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43. CSI Construction Specifications Institute

44. DIN Deutsches Institut für Normung e.V.

45. DIPRA Ductile Iron Pipe Research Association

46. EIA Electronic Industries Alliance

47. EJCDC Engineers Joint Contract Documents’

Committee

48. ETL Electrical Test Laboratories

49. FAA Federal Aviation Administration

50. FCC Federal Communications Commission

51. FDA Food and Drug Administration

52. FEMA Federal Emergency Management Agency

53. FIPS Federal Information Processing Standards

54. FM FM Global

55. Fed. Spec. Federal Specifications (FAA Specifications)

56. FS Federal Specifications and Standards

(Technical Specifications)

57. GA Gypsum Association

58. GANA Glass Association of North America

59. HI Hydraulic Institute

60. HMI Hoist Manufacturers’ Institute

61. IBC International Building Code

62. ICBO International Conference of Building Officials

63. ICC International Code Council

64. ICEA Insulated Cable Engineers’ Association

65. IFC International Fire Code

66. IEEE Institute of Electrical and Electronics Engineers, Inc.

67. IESNA Illuminating Engineering Society of North

America

68. IFI Industrial Fasteners Institute

69. IGMA Insulating Glass Manufacturer’s Alliance

70. IMC International Mechanical Code

71. INDA Association of the Nonwoven Fabrics Industry

72. IPC International Plumbing Code

73. ISA International Society of Automation

74. ISO International Organization for Standardization

75. ITL Independent Testing Laboratory

76. JIC Joint Industry Conferences of Hydraulic

Manufacturers

77. MIA Marble Institute of America

78. MIL Military Specifications

79. MMA Monorail Manufacturers’ Association

80. MSS Manufacturer’s Standardization Society

81. NAAMM National Association of Architectural Metal

Manufacturers

82. NACE NACE International

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83. NBGQA National Building Granite Quarries Association

84. NEBB National Environmental Balancing Bureau

85. NEC National Electrical Code

86. NECA National Electrical Contractor’s Association

87. NEMA National Electrical Manufacturers’ Association

88. NESC National Electrical Safety Code

89. NETA InterNational Electrical Testing Association

90. NFPA National Fire Protection Association

91. NHLA National Hardwood Lumber Association

92. NICET National Institute for Certification in

Engineering Technologies

93. NIST National Institute of Standards and Technology

94. NRCA National Roofing Contractors Association

95. NRTL Nationally Recognized Testing Laboratories

96. NSF NSF International

97. NSPE National Society of Professional Engineers

98. NTMA National Terrazzo and Mosaic Association

99. NWWDA National Wood Window and Door Association

100. OSHA Occupational Safety and Health Act (both

Federal and State)

101. PCI Precast/Prestressed Concrete Institute

102. PEI Porcelain Enamel Institute

103. PPI Plastic Pipe Institute

104. PS Product Standards Section-U.S. Department of

Commerce

105. RMA Rubber Manufacturers’ Association

106. RUS Rural Utilities Service

107. SAE SAE International

108. SDI Steel Deck Institute

109. SDI Steel Door Institute

110. SJI Steel Joist Institute

111. SMACNA Sheet Metal and Air Conditioning Contractors

National Association

112. SPI Society of the Plastics Industry

113. SSPC The Society for Protective Coatings

114. STI/SPFA Steel Tank Institute/Steel Plate Fabricators

Association

115. SWI Steel Window Institute

116. TEMA Tubular Exchanger Manufacturers’ Association

117. TCA Tile Council of North America

118. TIA Telecommunications Industry Association

119. UBC Uniform Building Code

120. UFC Uniform Fire Code

121. UL formerly Underwriters Laboratories Inc.

122. UMC Uniform Mechanical Code

123. USBR U.S. Bureau of Reclamation

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124. WCLIB West Coast Lumber Inspection Bureau

125. WI Wood Institute

126. WWPA Western Wood Products Association

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

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SECTION 01 45 16.13

CONTRACTOR QUALITY CONTROL

PART 1 GENERAL

10.01 DEFINITIONS

A. Contractor Quality Control (CQC): The means by which Contractor ensures that the construction, to include that performed by subcontractors and suppliers, complies with the requirements of the Contract.

10.02 SUBMITTALS

A. Informational Submittals:

1. CQC Plan: Submit, not later than 30 days after receipt of Notice to Proceed.

2. CQC Report: Submit, weekly, an original and one copy in report form.

10.03 DISTRICT’S QUALITY ASSURANCE

A. All Work is subject to District’s quality assurance inspection and testing at all locations and at all reasonable times before acceptance to ensure strict compliance with the terms of the Contract Documents.

B. District’s quality assurance inspections and tests are for the sole benefit of District and do not:

1. Relieve Contractor of responsibility for providing adequate quality control measures;

2. Relieve Contractor of responsibility for damage to or loss of the material before acceptance;

3. Constitute or imply acceptance; or

4. Affect the continuing rights of District after acceptance of the completed

Work.

C. The presence or absence of a quality assurance inspector does not relieve Contractor from any Contract requirement.

D. Promptly furnish all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by District Representative.

E. District may charge Contractor for any additional cost of inspection or test when Work is not ready at the time specified by Contractor for inspection or test, or when prior rejection makes re-inspection or retest necessary. Or if the Work takes place outside of Normal Working hours as defined in the Contract

Priest Rapids Siphon Intake Replacement 01 61 00 - 10

Documents. Quality assurance inspections and tests will be performed in a manner that will not unnecessarily delay the Work.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

12.01 GENERAL

A. Maintain an adequate inspection system and perform such inspections as will ensure that the Work conforms to the Contract Documents.

B. Maintain complete inspection records and make them available at all times to District and District Representative.

C. The quality control system shall consist of plans, procedures, and organization necessary to produce an end product that complies with the Contract Documents. The system shall cover all construction and demolition operations, both onsite and offsite, including Work by subcontractors, fabricators, suppliers and purchasing agents, and shall be keyed to the proposed construction sequence.

12.02 COORDINATION MEETING

A. After the Preconstruction Conference, but before start of construction, and prior to acceptance of the CQC Plan, schedule a meeting with the District to discuss the quality control system.

B. Develop a mutual understanding of the system details, including the forms for recording the CQC operations, control activities, testing, administration of the system for both onsite and offsite Work, and the interrelationship of Contractor’s management and control with the District’s Quality Assurance.

C. There may be occasions when subsequent conferences may be called by either party to reconfirm mutual understandings and/or address deficiencies in the CQC system or procedures that may require corrective action by Contractor.

12.03 QUALITY CONTROL ORGANIZATION

A. CQC System Manager:

1. Designate an individual within Contractor’s organization who will be responsible for overall management of CQC and have the authority to act in CQC matters for the Contractor.

2. CQC System Manager may perform other duties on the Project.

3. CQC System Manager shall be an experienced construction person, with a minimum of 3 years construction experience on similar type Work.

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4. CQC System Manager shall report to the Contractor’s project manager or someone higher in the organization. Project manager in this context shall mean the individual with responsibility for the overall quality and production management of the Project.

5. CQC System Manager shall be onsite during construction; periods of absence may not exceed 2 weeks at any one time.

6. Identify an alternate for CQC System Manager to serve with full authority during the System Manager’s absence. The requirements for the alternate will be the same as for designated CQC System Manager.

B. Organizational Changes: Obtain District Representative’s acceptance before replacing any member of the CQC staff. Requests for changes shall include name, qualifications, duties, and responsibilities of the proposed replacement.

12.04 QUALITY CONTROL PHASING

A. CQC shall include at least three phases of control to be conducted by CQC System Manager for all definable features of Work, as follows:

1. Preparatory Phase:

a. Notify District at least 48 hours in advance of beginning any of the required action of the preparatory phase.

b. This phase shall include a meeting conducted by the CQC System

Manager and attended by the superintendent, other CQC personnel (as applicable), and the foreman responsible for the definable feature. The CQC System Manager shall instruct applicable CQC staff as to the acceptable level of workmanship required in order to meet Contract requirements.

c. Document the results of the preparatory phase meeting by separate minutes prepared by the CQC System Manager and attached to the QC report.

d. Perform prior to beginning Work on each definable feature of Work:

1) Review applicable Contract Specifications.

2) Review applicable Contract Drawings.

3) Verify that all materials and/or equipment have been tested, submitted, and approved.

4) Verify that provisions have been made to provide required control inspection and testing.

5) Examine the Work area to verify that all required preliminary Work has been completed and is in compliance with the Contract.

6) Perform a physical examination of required materials, equipment, and sample Work to verify that they are on hand, conform to approved Shop Drawing or submitted data, and are properly stored.

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7) Review the appropriate activity hazard analysis to verify safety requirements are met.

8) Review procedures for constructing the Work, including repetitive deficiencies.

9) Document construction tolerances and workmanship standards for that phase of the Work.

10) Check to verify that the plan for the Work to be performed, if so required, has been accepted by District Representative.

2. Initial Phase:

a. Accomplish at the beginning of a definable feature of Work:

1) Notify District at least 48 hours in advance of beginning the initial phase.

2) Perform prior to beginning Work on each definable feature of Work:

a) Review minutes of the preparatory meeting.

b) Check preliminary Work to verify compliance with

Contract requirements.

c) Verify required control inspection and testing.

d) Establish level of workmanship and verify that it meets minimum acceptable workmanship standards.

Comparison with sample panels is appropriate.

e) Resolve all differences.

f) Check safety to include compliance with and upgrading of the safety plan and activity hazard analysis. Review the activity analysis with each worker.

3) Separate minutes of this phase shall be prepared by the CQC System Manager and attached to the QC report. Exact location of initial phase shall be indicated for future reference and comparison with follow-up phases.

4) The initial phase should be repeated for each new crew to work onsite, or any time acceptable specified quality standards are not being met.

3. Follow-up Phase:

a. Perform daily checks to verify continuing compliance with

Contract requirements, including control testing, until completion of the particular feature of Work.

b. Daily checks shall be made a matter of record in the CQC documentation and shall document specific results of inspections for all features of Work for the day or shift.

c. Conduct final follow-up checks and correct all deficiencies prior to the start of additional features of Work that will be affected by the deficient Work. Constructing upon or concealing nonconforming Work will not be allowed.

4. Additional Preparatory and Initial Phases: Additional preparatory and initial phases may be conducted on the same definable features of Work

Priest Rapids Siphon Intake Replacement 01 61 00 - 13 as determined by District if the quality of ongoing Work is unacceptable; or if there are changes in the applicable QC staff or in the onsite production supervision or work crew; or if work on a definable feature is resumed after a substantial period of inactivity, or if other problems develop.

12.05 CONTRACTOR QUALITY CONTROL PLAN

A. General:

1. Plan shall identify personnel, procedures, control, instructions, test, records, and forms to be used.

2. An interim plan for the first 30 days of operation will be considered.

3. Construction will be permitted to begin only after acceptance of the

CQC Plan or acceptance of an interim plan applicable to the particular feature of Work to be started.

4. Work outside of the features of Work included in an accepted interim plan will not be permitted to begin until acceptance of a CQC Plan or another interim plan containing the additional features of Work to be started.

B. Content:

1. Plan shall cover the intended CQC organization for the entire Contract and shall include the following, as a minimum:

a. Organization: Description of the quality control organization, including a chart showing lines of authority and acknowledgment that the CQC staff will implement the three-phase control system (see Paragraph QC Phasing) for all aspects of the Work specified.

b. CQC Staff: The name, qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a QC function.

c. Letters of Authority: A copy of a letter to the CQC System Manager signed by an authorized official of the firm, describing the responsibilities and delegating sufficient authorities to adequately perform the functions of the CQC System Manager, including authority to stop Work which is not in compliance with the Contract. The CQC System Manager shall issue letters of direction to all other various quality control representatives outlining duties, authorities and responsibilities. Copies of these letters will also be furnished to District.

d. Submittals: Procedures for scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, offsite fabricators, suppliers and purchasing agents.

e. Testing: Control, verification and acceptance testing procedures for each specific test to include the test name, frequency, specification paragraph containing the test requirements, the

Priest Rapids Siphon Intake Replacement 01 61 00 - 14 personnel and laboratory responsible for each type of test, and an estimate of the number of tests required.

f. Procedures for tracking preparatory, initial, and follow-up control phases and control, verification, and acceptance tests, including documentation.

g. Procedures for tracking deficiencies from identification through acceptable corrective action. These procedures will establish verification that identified deficiencies have been corrected.

h. Reporting procedures, including proposed reporting formats;

include a copy of the CQC report form.

C. Acceptance of Plans: Acceptance of the Contractor’s basic and addendum CQC plans is required prior to the start of construction. Acceptance is conditional and will be predicated on satisfactory performance during the construction. District reserves the right to require Contractor to make changes in the CQC plan and operations including removal of personnel, as necessary, to obtain the quality specified.

D. Notification of Changes: After acceptance of the CQC plan, Contractor shall notify District Representative, in writing, a minimum of 7 calendar days prior to any proposed change. Proposed changes are subject to acceptance by District Representative.

12.06 CONTRACTOR QUALITY CONTROL REPORT

A. As a minimum, prepare a CQC report for every 7 calendar days. Account for all days throughout the life of the Contract. Reports shall be signed and dated by CQC System Manager. Include copies of test reports and copies of reports prepared by QC staff.

B. Maintain current records of quality control operations, activities, and tests performed, including the Work of subcontractors and suppliers.

C. Records shall be on an acceptable form and shall be a complete description of inspections, the results of inspections, daily activities, tests, and other items, including but not limited to the following:

1. Contractor/subcontractor and their areas of responsibility.

2. Operating plant/equipment with hours worked, idle, or down for repair.

3. Work performed today, giving location, description, and by whom.

When a network schedule is used, identify each phase of Work performed each day by activity number.

4. Test and/or control activities performed with results and references to specifications/plan requirements. The control phase should be identified (Preparatory, Initial, Follow-up). List deficiencies noted along with corrective action.

5. Material received with statement as to its acceptability and storage.

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6. Identify submittals reviewed, with Contract reference, by whom, and action taken.

7. Offsite surveillance activities, including actions taken.

8. Job safety evaluations stating what was checked, results, and instructions or corrective actions.

9. List instructions given/received and conflicts in Drawings and/or

S…