Elk River Domestic Water Piping Specs.pdf

TABLE OF CONTENTS TS-i Elk River Hatchery Domestic Piping Improvements Engineering Project # 18-029

TABLE OF CONTENTS

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

DIVISION 01 – GENERAL REQUIREMENTS

01 09 00 Reference Standards ....................................................................................................... TS-3 01 10 10 Summary of Work .......................................................................................................... TS-7 01 22 00 Measurement and Payment ............................................................................................ TS-9 01 33 00 Submittal Procedures ...................................................................................................... TS-11 01 35 13 Project Procedures .......................................................................................................... TS-15 01 37 00 Schedule of Values ......................................................................................................... TS-17 01 40 00 Quality Control ............................................................................................................... TS-19 01 50 00 Temporary Facilities and Controls ................................................................................. TS-23 01 60 00 Product Requirements .................................................................................................... TS-29 01 70 00 Project Closeout ............................................................................................................. TS-31 01 78 39 Project Record Documents ............................................................................................. TS-33

DIVISION 22 – PLUMBING

22 11 16 Domestic Water Piping .................................................................................................. TS-39

DIVISION 31 – EARTHWORK

31 20 00 Earthwork and Trenching ............................................................................................... TS-67

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 12 18 Surface Restoration ........................................................................................................ TS-79

DIVISION 40 – PROCESS INTEGRATION

40 23 00 Piping, General ............................................................................................................... TS-85

DIVISION 42 – PROCESS WATER SYSTEMS

42 05 23 Valves ............................................................................................................................. TS-97

TABLE OF CONTENTS TS-ii

Domestic Piping Improvements Engineering Project # 18-029

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Domestic Piping Improvements Engineering Project # 18-029

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Domestic Piping Improvements

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REFERENCE STANDARDS 01 09 10

Domestic Piping Improvements Engineering Project # 18-029

SECTION 01 09 10 – REFERENCE STANDARDS

PART 1 – GENERAL

1.1 QUALITY ASSURANCE

A. Titles of sections and paragraphs: Captions accompanying specification sections and para-graphs are for convenience of reference only, and are not to be used to define the limits of subcontracts.

B. Applicable publications: Whenever in these Specifications references are made to published specifications, codes, standards, or other requirements, it shall be understood that wherever no date is specified, only the latest specifications, standards, or requirements of the respective issuing agencies which have been published as of the date that the Work is advertised for bids, shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. No requirements set forth herein or shown on the Drawings shall be waived because of any provision of, or omission from, said standards or requirements.

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

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

E. Applicable standard specifications: The Contractor shall construct the Work specified herein in accordance with the requirements of the Contract Documents and the referenced portions of those referenced codes, standards, and specifications listed herein; (except, that wherever references to "Standard Specifications" are made, the provisions therein for measurement and payment shall not apply).

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

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

1.2 REFERENCE SPECIFICATIONS, CODES AND STANDARDS

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

CONTRACT DOCUMENTS

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

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Domestic Piping Improvements Engineering Project # 18-029

AFBMA Anti-Friction Bearing Manufacturer's Association, Inc.

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

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

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

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Domestic Piping Improvements Engineering Project # 18-029

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

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Domestic Piping Improvements Engineering Project # 18-029

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

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

WSDOT Washington State Department of Transportation WWPA Western Wood Products Association

1.3 STANDARD SPECIFICATIONS

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

B. The Specifications of these Contract Documents shall supersede any provisions of the Stand-ard Specifications in conflict herewith.

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

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

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 01 09 10

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SUMMARY OF WORK 01 10 00

Domestic Piping Improvements Engineering Project # 18-029

SECTION 01 10 00 – SUMMARY OF WORK

1.1 SECTION INCLUDES

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

1.2 CONTRACT DOCUMENTS

This project shall be constructed in accordance with:

A. Oregon Standard Specifications for Construction, Current Edition.

B. Specifications, when referenced, shall mean Oregon Standard Specifications for Construc-tion, Current Edition; Volume 2; Technical Specifications. A copy of this document shall be on site during construction.

1.3 PROJECT DESCRIPTION

Contractor shall provide all necessary expertise, labor, equipment, materials, incidentals, and permits required to perform the work listed below including but not limited to:

A. Installation of new PVC domestic water distribution network, including trace wire, isolation valves, fittings, and connection to existing infrastructure.

B. Expose and inspect existing domestic well piping. Replacement of piping is contingent upon type of materials and condition.

C. Remove existing crawl space plumbing for each residence and replace in kind with ¾” PVC.

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

1.4 WORK BY OWNER

A. The Owner will furnish the following items as noted on the drawings:

1.5 LABOR AND SAFETY STANDARDS

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

1.6 TEMPORARY FACILITIES

A. The Contractor shall furnish all temporary facilities such as portable toilets, job office, securi-ty fencing, temporary power, non-potable water and tool / equipment clean-up area, as need-ed to perform the Work. All temporary facilities will be removed / disposed of in an off-site location prior to final completion of the project.

1.7 PROJECT CONDITIONS

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

1.8 WORK AND STORAGE AREA

A. The primary work, storage and staging areas are designated on the Drawings and shall be available to the Contractor for Work including all functions incidental to the Work and stor-age areas during the construction period. All operations and storage of materials by the Con-

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SUMMARY OF WORK 01 10 00

Domestic Piping Improvements Engineering Project # 18-029 tractor shall be confined to the immediate work area and other approved areas as directed by the Hatchery Manager.

1.9 ACCESS TO THE WORK AREA

A. The Contractor shall repair any damage to access facilities and roadways for which the Con-tractor is responsible and shall restore them to conditions at least equaling preconstruction conditions.

B. The Contractor shall take reasonable measures to limit entry of unauthorized persons and ve-hicles to the work areas and to allow for access for employees, agents, etc. required for the performance of this contract, and to authorized personnel of Federal, State, and local agen-cies, and to others having a right thereto.

1.10 RESTORATION OF EXISTING FACILITIES

A. The Contractor shall perform all work to lines, grades and cross sections shown on the draw-ings. Final grades shall match existing grades unless otherwise noted on the Drawings. Where final grades are indicated on the Drawings, grades shall slope uniformly between elevations shown. All final grades shall be free of hollows which would pond water, and sloped to allow for surface drainage. All earthwork shall have finish surface which have neat, reasonably uni-form appearance.

1.11 EASEMENTS AND RIGHTS-OF-WAYS

A. Confine construction operations to the immediate vicinity of the locations indicated on Draw-ings and use due care in placing construction tools, equipment, excavated materials, and pipe-line materials and supplies so as to cause the least possible damage to property and interfer-ence with traffic.

B. Temporary construction easements have been established through the Oregon State Parks and PGE property. The contractor must confine all construction activities associated with work on those properties within the construction easement.

1.12 PERMITS

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

1.13 SUBSTANTIAL COMPLETION

A. Substantial completion dates are listed in the ITB.

END OF SECTION 01 10 00

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MEASUREMENT AND PAYMENT 01 22 00

Domestic Piping Improvements Engineering Project # 18-029

SECTION 01 22 00 – MEASUREMENT AND PAYMENT

1.1 MEASUREMENT AND PAYMENT AND DESCRIPTION OF BID ITEMS

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

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

2. The observance by the Contractor of the requirement that all work and operations be pre-ceded by necessary submittals and approvals.

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

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

a. The contract price shall constitute full compensation for furnishing all plant, labor, equipment and materials, mobilization, demobilization, travel, and performing all op-erations required to complete the work, as specified or incidental to, and as shown on the drawings and specifications.

1.2 BASE BID

A. GENERAL

1. Bid Item – Mobilization, Demobilization & Bonding – Lump Sum The lump sum bid price for mobilization & demobilization includes preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to and from the project site; for the establishment of offices, buildings and other facilities necessary for the work; costs for permit fees, bonds and insurance for the work; site clean-up during the project and at the completion of the project; and for other operations performed or costs incurred before the beginning of the work.

2. Bid Item – Replacement of Domestic Water Distribution Piping – Lump Sum The lump sum bid price for replacement of the domestic water piping network as shown on the Contract Documents shall include all labor, materials and equipment necessary for exposing existing piping to make connections, earthwork, trenching, bedding, & backfill required to install new pipe, as well as all pipe, fittings, solvent, sealants, trace wire, and miscellaneous items required to install the piping with the exception of valves.

3. Bid Item – Buried Ball Valves – Each The unit bid price for procurement and installation of ball valves shall constitute full payment for all labor, materials and equipment necessary to install ball valves as shown in the Contract Documents. Cost of any connectors, fittings, and valve boxes required to install, protect, and operate the valves shall be included.

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MEASUREMENT AND PAYMENT 01 22 00

Domestic Piping Improvements Engineering Project # 18-029

B. BID ALTERNATE #1 – REPLACEMENT OF DOMESTIC WELL PIPING

4. Bid Item – Expose and Confirm Status of Well Piping – Lump Sum

The lump sum bid price for exposing and inspecting the existing well piping shall include all labor, materials and equipment necessary for exposing existing buried domestic well piping just after the well to confirm condition and installed materials.

5. Bid Item – Replacement of Domestic Well Piping – Lump Sum The lump sum bid price for replacement of the domestic well piping as shown on the Contract Documents shall include all labor, materials and equipment necessary for expos-ing existing piping to make connections, earthwork, trenching, bedding, & backfill re-quired to install new pipe, as well as all pipe, fittings, solvent, sealants, trace wire, and miscellaneous items required to install the piping.

C. BID ALTERNATE #3 – REPLACEMENT OF RESIDENCE PLUMBING

6. Bid Item – Replacement of Residence Plumbing – Each

The unit bid price for replacement of the crawl space plumbing for each residence as shown on the Contract Documents shall include all labor, materials and equipment neces-sary for removal of existing galvanized piping and replacement of complete functionality with ¾” PVC piping.

END OF SECTION 01 22 00

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SUBMITTAL PROCEDURES 01 33 00

Domestic Piping Improvements Engineering Project # 18-029

SECTION 01 33 00 – SUBMITTAL PROCEDURES

PART – GENERAL

1.1 RELATED REQUIREMENTS SPECIFIED ELSEWHERE

A. Other provisions pertaining to submittals are included in the General Conditions, the Supple-mentary General Conditions and in the various sections of the specifications.

1.2 SUBMITTAL REQUIREMENTS

A. General:

1. All submittals shall be identified by project title and number and shall include Contrac-tor's name, date and revision date. In addition, shop drawings, product data and samples shall include names of subcontractor and supplier, applicable specification section num-ber and Contractor's stamp, initialed or signed, certifying to review of submittal, verifica-tion of field measurements and compliance with Contract Documents.

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

3. A unique number, sequentially assigned, shall be noted on the transmittal form accompa-nying each item submitted. Original submittal numbers shall have the following format:

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

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

B. Shop drawings: Submit 2 copies of each shop drawing required by the Specifications. Show the information, dimensions, connections and other details necessary to ensure that the shop drawings accurately interpret the contract documents. Show adjoining work in such detail as required indicating proper connections. Where adjoining connected work requires shop drawings or product data, submit such information for review at the same time so that con-nections can be accurately checked.

C. Product data: Submit 2 copies of each item of product data required by the specifications.

Modify product data by deleting information which is not applicable to the project or by marking each copy to identify pertinent products. Supplement standard in-formation, if nec-essary, to provide additional information applicable to project. It is recognized that in some cases manufacturer’s product data will be adequate and further shop drawings as stated in the specifications may not be required, unless requested by the Owner’s Authorized Representa-tive.

D. Samples

1. Submit 2 (unless specific number is specified) of each sample required by the specifica-tions. Samples shall show the quality, type, range of color, finish and texture of the mate-rial intended to be furnished for the work.

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Domestic Piping Improvements Engineering Project # 18-029

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

E. Review Procedure: Unless otherwise specified, within 10 to 14 days after receipt of the sub-mittal, the Owner’s Authorized Representative will review the submittal. The returned sub-mittal will indicate one of the following actions:

1. If the review indicates that the material, equipment, or work method is in general con-formance with the design concept and complies with the Drawings and specifications, submittal copies will be marked "NO EXCEPTION TAKEN" and given review action 1.

In this event the Contractor may begin to implement the work method or incorporate the material or equipment covered by the submittal.

2. If the review indicates that limited corrections are required, copies will be marked 'NOTE MARKINGS" and given review action 2. The Contractor may begin implementing the work method or incorporating the material and equipment covered by the submittal in ac-cordance with the noted corrections. Where submittal information will be incorporated in O&M data, a corrected copy shall be provided; otherwise no further action is required.

3. If the review reveals that the submittal is insufficient or contains incorrect data, copies will be marked "COMMENTS ATTACHED". If the comments are of a nature that can be confirmed without a resubmittal, copies will be further marked "CONFIRM" and giv-en review action 3. If the comments require a revision and resubmittal, copies will be further marked "RESUBMIT" and given review action 4. Except at its own risk, the Contractor shall not undertake work covered by this submittal until the attached com-ments have been either confirmed by a separate written communication or the submittal has been revised, resubmitted and returned marked with "NO EXCEPTIONS TAKEN" or

"NOTE MARKINGS".

4. If the review indicates that the material, equipment, or work method is not in general con-formance with the design concept or in compliance with the Drawings and specifications, copies of the submittal will be marked "REJECTED" and given review action 5. Except at their own risk, the Contractor shall not undertake work covered by such submittals un-til a new submittal is made and returned marked either "NO EXCEPTIONS TAKEN" or

"NOTE MARKINGS".

F. Effects of Review of Contractor's Submittals: Review of Drawings, method of work, or in-formation regarding materials or equipment the Contractor proposes to provide, shall not re-lieve the Contractor of its responsibility for errors therein and shall not be regarded as an as-sumption of risks or liability by the Owner, and the Contractor shall have not claim under the Contract on account of the failure, or partial failure, of the method of work, material, or equipment so reviewed. A mark of "NO EXCEPTIONS TAKEN" or "NOTE MARKINGS" shall mean that the Owner’s Authorized Representative has no objection to the Contractor, upon the Contractor's own responsibility, using the plan or method of work proposed, or providing the materials or equipment proposed.

1.3 SCHEDULE

A. The Contractor shall provide the following schedules and submit them not later than 7 days after notice to proceed.

1. Contractor's construction schedule:

a) The Contractor shall prepare and submit to the Owner’s Authorized Representative for review an overall construction schedule covering all work to be performed.

b) The schedule shall indicate the sequence of the work, the time of starting and com-pletion of each part and the installation dates for major items.

c) The schedule shall be submitted to the Owner’s Authorized Representative for re-view. This schedule shall be revised and resubmitted as necessary until it is accepta-

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Domestic Piping Improvements Engineering Project # 18-029 ble to the Owner’s Authorized Representative. Action on payment requests will be contingent upon receipt of an acceptable construction schedule.

2. The construction schedule shall include, but not be limited to the following items:

a) Shop drawing receipt from Contractor, submitted to Owner’s Authorized Representa-tive, review and return to Contractor.

b) Material and equipment order, delivery and installation and check-out.

c) Demolition

d) Excavation and foundation preparation

e) Constructing concrete structures.

f) Piping installation

g) Backfilling, grading, seeding and paving

h) Installation of gates, miscellaneous metals, and equipment

i) Substantial Completion of improvements

j) Subcontractor work

k) Final cleanup

l) Testing activities

m) Allowance for inclement weather

3. The construction schedule shall be a series of line diagram showing a step by step se-quence of each construction activity. Construction activities proceeding simultaneously should be shown as parallel lines. Each activity shall be labeled and the estimated num-ber of days to complete the activity shall be shown on the schedule.

4. Should the Contractor fail to meet any critical dates within the schedule, the Contractor shall immediately undertake appropriate action which shall assure an acceptable return to the approved construction schedule.

5. The Contractor accepts the risk of any delays caused by the rate of progress of the work to be performed under the Contract, and that in the event the Contractor is delayed in the prosecution and completion of its work because of such conditions; Contractor shall have no claim for damages or contract adjustment.

B. Contractor's list of subcontractors: Establish the items of work proposed to be accomplished by subcontractors, the name and address of each proposed subcontractor and the date pro-posed to award each subcontract.

C. Schedule of submittals: Establish for each item for which shop drawings, product data or samples are required, the date of submission will be made and the date approval is required for the installation to be completed in accordance with the Construction Schedule.

D. The Contractor's list of subcontractors and schedule of submittals shall be based upon the Contractor's progress schedule so that the work can progress in accordance with the approved progress schedule.

E. The Contractor shall immediately advise the Owner’s Authorized Representative of any pro-posed changes in his submitted schedules. If, in the opinion of the Owner’s Authorized Rep-resentative, any submitted schedule is inadequate to ensure completion of work within the time limit, or is otherwise not in accordance with the specification, or if the work is not being adequately or properly prosecuted in any respect, the Owner’s Authorized Representative shall have the right to require the Contractor to submit new schedules providing for proper and timely completion of the work.

F. During the term of this Contract, the Owner’s Authorized Representative may require any schedule to be modified so that the changes in the work of this Contract or related contracts (if any) are properly reflected in the schedule.

1.4 DETAILED BREAKDOWN OF LUMP SUM PRICES

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Domestic Piping Improvements

A. Provide Schedule of Values in accordance with Section 01 37 00.

END OF SECTION 01 33 00

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PROJECT PROCEDURES 01 35 13

Domestic Piping Improvements Engineering Project # 18-029

SECTION 01 35 13 - PROJECT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Provide coordination of work.

1. Project Supervisor; Employee that has authority to give instruction to others, be held responsible for the work and actions of others, and to make decisions on behalf of the General contractor. Project supervisor is to be onsite during all times when work is being performed on the project either by contractor’s crew or subcontractors.

2. Pre-construction conference.

3. Detailed Construction Progress Schedule

4. Monthly meetings; distribute minutes.

5. Other meetings.

B. Prior to start of construction, submit a construction progress schedule for the entire construction process from start to fulfillment of contract. Schedule can be in any standard format such as Gantt chart, bar-chart, CPM flow charts, or other acceptable format. Contractor shall review and update this schedule weekly.

C. Prepare submittal schedule.

D. Submit schedule of values consisting of a line item valuation for each section of work.

E. Submit and post a list of emergency telephone numbers and address for individuals to be contacted in case of emergency.

F. Submit record of changes from construction drawings and specifications; to be maintained and annotated by Contractor as work progresses.

G. Perform quality control during installation.

H. Clean and protect the work.

END OF SECTION 01 35 13

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PROJECT PROCEDURES 01 35 13

Domestic Piping Improvements

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SCHEDULE OF VALUES 01 37 00

Domestic Piping Improvements Engineering Project # 18-029

SECTION 01 37 00 – SCHEDULE OF VALUES

A. Contractor shall submit to the Owner’s Authorized Representative a Schedule of Values allo-cated to the various portions of the work, within 15 days after Award of Contract.

B. Upon request of the Owner’s Authorized Representative, support the values with data which will substantiate their correctness.

C. The Schedule of Values, unless objected to by the Owner’s Authorized Representative, shall be used only as the basis for the Contractor's Applications for Payment.

D. Payment for work shall not be made until a schedule of values has been accepted by the

Owner’s Authorized Representative.

1.2 FORM AND CONTENT OF SCHEDULE OF VALUES

A. Type schedule on 8-1/2-inch by 11-inch white paper; Contractor's standard forms and auto-mated printout will be considered for approval by Owner’s Authorized Representative upon Contractor's request. Identify schedule with:

1. Title of project and location.

2. Owner’s Authorized Representative and project number.

3. Name and address of Contractor.

4. Date of submission.

B. Schedule shall list the installed value of the component parts of the work in sufficient detail to serve as a basis for computing value for progress payments during construction.

C. Follow the table of contents of this project manual as the format for listing component items.

D. For each major line item list sub-values of major products or operations under the item.

E. For the various portions of the work:

1. Each item shall include a directly proportional amount of the Contractor's overhead and profit.

2. For items on which progress payments will be requested for stored materials, break down the values into:

a. The cost of the materials, delivered and unloaded, with taxes paid.

b. The total installed value.

F. The sum of all values listed in the schedule shall equal the total contract sum.

1.3 REVIEW AND RESUBMITTAL

A. After review by Owner’s Authorized Representative revise and resubmit schedule as re-quired.

B. Resubmit revised schedules in same manner.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION 01 37 00

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SCHEDULE OF VALUES 01 37 00

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QUALITY CONTROL 01 40 00

Domestic Piping Improvements Engineering Project # 18-029

SECTION 01 40 00 – QUALITY CONTROL

A. Work under this Section includes all testing required by the Contract as specified herein and further specified in the technical sections.

1.2 BUILDING CODE

A. Conform to the requirements of the most recent addition of the Oregon Structural Specialty

Code (OSSC).

1.3 TESTING METHODS

A. All tests shall be made in accordance with commonly recognized standards of national organ-izations unless alternate specific testing methods are set forth in the technical specifications.

1.4 COSTS

A. The Contractor shall employ and pay for an independent testing laboratory to perform all test-ing services as specified in the technical sections.

1.5 QUALITY ASSURANCE

A. Samples: The Contractor shall supply samples if and when required by the Specifications or the Owner’s Authorized Representative. These samples or test specimens shall be prepared and furnished with information as to their source in such quantities and size as may be re-quired for proper examination and tests, with all freight charges prepaid. All samples shall be submitted before shipment of materials to the site of the work and in ample time to permit the making of proper tests, analysis, examination, rejections and resubmissions before the time required to incorporate the materials into the work. No such materials shall be used in work until they have been reviewed in writing by the Owner’s Authorized Representative. Sam-ples of materials will be retained by the Owner’s Authorized Representative for reference and comparison purposes.

B. Certification: Producers and associations which have instituted approved systems of quality control and have been approved by the local building department/jurisdiction may submit cer-tifications of compliance in lieu of further testing. Concrete mixing plants, plants producing fabricated concrete, products certified by lumber and plywood grademarks by approved asso-ciations and materials for equipment bearing Underwriter's Laboratory label require no fur-ther plan inspection and testing, unless more restrictive requirements are required, or other-wise specifically required in the specifications.

1.6 TESTING LABORATORIES

A. The Contractor shall submit to the Owner’s Authorized Representative, for review and ap-proval, the names of the testing laboratories it proposes to use in the work.

1.7 CONTRACTOR'S RESPONSIBILITY

A. Access: Furnish access to various parts of the Work and assist testing inspection personnel in performance of their duties.

B. Concealed work: When directed by the Owner’s Authorized Representative, the Contractor shall open for inspection any part of the work which has been concealed. Should the Con-tractor refuse or neglect such a request, the Owner may employ any other person to open up

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Domestic Piping Improvements Engineering Project # 18-029 the same or do so himself. If any parts of the work have been concealed in violation of the Owner’s Authorized Representative's instructions or, if on being opened, it is found not to be in accordance with the terms of the contract documents, the expense of opening and recover-ing, whether done by the Contractor or not, shall be charged to the Contractor.

C. Data: Furnish samples, records, drawings, certificates and similar data as may be required by testing and inspection personnel to assure compliance with the contract documents

D. Notices: The Contractor shall notify the Owner’s Authorized Representative not less than 48 hours before work requiring inspection is started. The Contractor shall schedule portions of the work requiring inspection and additional testing by the Owner’s Authorized Representa-tive, so that the Owner's Authorized Representative time on the project is continuous and as brief as possible. Provide notice to the Owner’s Authorized Representative 48 hours prior to concealment.

1.8 INSPECTORS

A. Appointment: The Owner’s Authorized Representative or Owner may appoint inspectors to inspect any and all portions of the work. Such inspection may extend to any or all parts of the work, and to the preparation or manufacture of materials to be used.

B. Authority of Inspector: Inspectors are not authorized to revoke, alter, enlarge or relax the provisions of the Contract Documents, and the inspector is placed on the work to keep the Owner’s Authorized Representative informed as to the progress of the Work and the manner in which it is being done. Inspector may also call the attention of the Contractor to any devia-tions from the Plans or Specifications. Failure of the inspector or the Owner’s Authorized Representative to call the attention of the Contractor to faulty work or deviation from the Contract Documents shall not constitute acceptance of said work. An inspector is not author-ized to approve or accept any portions of the Work or to issue instructions contrary to the Contract Documents. The inspector will exercise only such additional authority as may be specially delegated to inspector by the Owner’s Authorized Representative, notice of which will be given in writing to the Contractor.

1.9 TEST REPORTS

A. Independent testing and inspection agency and/or agencies will prepare logs, test reports and certificates applicable to specific tests and inspections. Reports shall include description of method of test, identification of samples and portions of the work tested. They shall state de-scription of location of work, time and date of obtaining and testing samples, weather and climatic conditions, and evaluation of results of tests, including recommendations for action.

Reports shall be submitted to the Contractor and Owner’s Authorized Representative as soon as practical.

1.10 DEFECTIVE WORK

A. Remove and replace any work found defective or not complying with requirements of con-tract documents, at no additional cost to the Owner.

B. Work will be checked as it progresses, but failure to detect any defective work or materials shall not in any way prevent later rejection when such defect is not discovered, nor shall it obligate the Owner’s Authorized Representative for final acceptance.

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Domestic Piping Improvements

END OF SECTION 01 40 00

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Domestic Piping Improvements Engineering Project # 18-029

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TEMPORARY FACILITIES AND CONTROLS 01 50 00

Domestic Piping Improvements Engineering Project # 18-029

SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes requirements for temporary utilities, support facilities, and security and protection facilities.

B. Related Sections:

1.3 USE CHARGES

A. General: Installation and removal of and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated.

B. Electric Power Service: Pay electric power service use charges for electricity used by all entities for construction operations.

C. Water Service: Contractor will have access to the existing hatchery potable and non-potable water system during construction operations.

1.4 INFORMATIONAL SUBMITTALS

A. Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for construction personnel.

B. Erosion- and Sedimentation-Control Plan: Show compliance with requirements of EPA

Construction General Permit or authorities having jurisdiction, whichever is more stringent.

1.5 QUALITY ASSURANCE

A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70.

B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Portable Chain-Link Fencing: Minimum 2-inch 0.148-inch-thick galvanized steel, chain-link fabric fencing; minimum 6 feet high with galvanized steel pipe posts; minimum 2-3/8-inch-OD line posts and 2-7/8-inch-OD corner and pull posts, with 1-5/8-inch-OD top and bottom rails.

Provide concrete or galvanized steel bases for supporting posts.

B. Wood Enclosure Fence: 8 feet high, framed with four 2-by-4-inch rails, with preservative-treated wood posts spaced not more than 8 feet apart.

C. Polyethylene Sheet: Reinforced, fire-resistive sheet, 10 mils minimum thickness, with flame-spread rating of 15 or less per ASTM E 84.

2.2 TEMPORARY FACILITIES

A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature controls, and foundations adequate for normal loading.

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Domestic Piping Improvements Engineering Project # 18-029

B. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment for construction operations.

2.3 EQUIPMENT

A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work.

1. Locate facilities to limit site disturbance as specified in Division 01 Section 01 10 00

"Summary of Work."

B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities.

3.2 TEMPORARY UTILITY INSTALLATION

A. General: Install temporary service or connect to existing service.

1. Arrange with utility company, Owner’s Authorized Representative, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services.

B. Water Service: Contractor will have access to the existing hatchery potable and non-potable water systems during construction operations.

C. Sanitary Facilities: Provide temporary toilets and wash facilities for use by construction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities.

D. Electric Power Service: Provide electric power service and distribution system of sufficient size, capacity, and power characteristics required for construction operations.

1. Install electric power service overhead unless otherwise indicated.

E. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions.

1. Install and operate temporary lighting that fulfills security and protection requirements without operating entire system.

2. Shield adjacent residences from high glare illumination.

F. Telephone Service: Provide a cellular phone number for superintendent as a contact number during construction.

1. Post additional information for the following in the contractor’s field office:

a. Police and fire departments.

b. Ambulance service.

c. Contractor's home office.

d. Engineers' offices.

e. Owner's office.

f. Principal subcontractors' field and home offices.

G. Electronic Communication Service: Provide a desktop computer in the primary field office adequate to access project electronic documents and maintain electronic communications.

3.3 SUPPORT FACILITIES INSTALLATION

A. General: Comply with the following:

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Domestic Piping Improvements Engineering Project # 18-029

1. Provide construction for temporary offices, shops, and sheds located within construction area or within 30 feet of building lines that is noncombustible according to ASTM E 136.

Comply with NFPA 241.

2. Maintain support facilities until Owner’s Authorized Representative schedules Substantial Completion inspection. Remove before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner’s Authorized Representative.

B. Temporary Use of Permanent Roads and Paved Areas: Locate temporary roads and paved areas in same location as permanent roads and paved areas. Construct and maintain temporary roads and paved areas adequate for construction operations. Extend temporary roads and paved areas, within construction limits indicated, as necessary for construction operations.

1. Coordinate elevations of temporary roads and paved areas with permanent roads and paved areas.

2. Prepare subgrade and install subbase and base for temporary roads and paved areas according to Division 31 Section "Earthwork and Trenching."

3. Recondition base after temporary use, including removing contaminated material, regrading, proofrolling, compacting, and testing.

4. Delay installation of final course of permanent hot-mix asphalt pavement until immediately before Substantial Completion. Repair hot-mix asphalt base-course pavement before installation of final course according to Division 32 Section "Surface Restoration”.

C. Traffic Controls: Comply with requirements of authorities having jurisdiction.

1. Protect existing site improvements to remain including curbs, pavement, and utilities.

2. Maintain access for fire-fighting equipment and access to fire hydrants.

D. Parking: Provide temporary parking or use designated areas of Owner's existing parking areas for construction personnel.

E. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction.

Maintain Project site, excavations, and construction free of water.

1. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining properties nor endanger permanent Work or temporary facilities.

2. Remove snow and ice as required to minimize accumulations.

F. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction.

G. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel.

1. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities.

3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction as required to comply with environmental regulations and that minimize possible…