CLALLAM COUNTY PUD #1

ARCHITECTSLAWHEAD

P.S.

12342 NORTHUP WAY BELLEVUE, WA. 98005

425-556-1220

Project Manual For:

CLALLAM COUNTY PUD #1 ENGINEERING / DISPATCH GENERATOR

110 IDEA PLACE, SEQUIM, WA. Owner: Clallam County PUD #1 Project: #12-23 Date: March 25, 2016 GENERAL CONSTRUCTION PACKAGE

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Typewritten Text

SECTION III-SPECIFICATIONS

CLALLAM COUNTY PUD #1 TABLE OF CONTENTS ENGINEERING/DISPATCH GENERATOR JOB NO. 12-23

TABLE OF CONTENTS – 1 / 2

Division 1 - GENERAL REQUIREMENTS Section 01 11 00 Summary of the Work Section 01 25 13 Product Substitution Procedures

(Substitution Request Form) Section 01 29 00 Payment Procedures Section 01 31 13 Project Coordination Section 01 33 23 Submittals, Shop Drawings, Product Data Section 01 42 00 Standards and Abbreviations Section 01 42 16 Definitions and Explanations Section 01 45 29 Testing Laboratory Services Section 01 50 00 Temporary Facilities and Controls Section 01 57 13 Temporary Erosion and Sediment Control Section 01 60 00 Material and Equipment Requirements Section 01 71 23 Grades, Lines and Levels Section 01 73 29 Cutting & Patching Section 01 74 23 Cleaning Section 01 77 19 Contract Closeout Requirements Section 01 78 23 Operation and Maintenance Data Section 01 78 36 Warranties Section 01 78 39 Record Documents Section 01 79 00 Demonstration and Training Part II -- TECHNICAL SPECIFICATIONS Division 2 – EXISTING CONDITIONS Section 02 41 13 Selective Site Demolition Division 3 - CONCRETE Section 03 30 13 Site Concrete Division 6 - WOOD AND PLASTICS Section 06 10 00 Rough Carpentry Division 7 - THERMAL AND MOISTURE PROTECTION Section 07 92 00 Joint Sealers Division 9 - FINISHES Section 09 29 00 Gypsum Board Section 09 91 00 Painting

CLALLAM COUNTY PUD #1 TABLE OF CONTENTS ENGINEERING/DISPATCH GENERATOR JOB NO. 12-23

TABLE OF CONTENTS – 2 / 2

Division 23 Section 23 11 26 Propane Gas Piping Systems Division 26 – ELECTRICAL Section 26 00 00 Electrical Basic Requirements Section 26 05 19 Low-voltage Electrical Power Conductors & Cables Section 26 05 26 Grounding and Bonding for Electrical Systems Section 26 05 29 Hangers and Supports for Electrical Systems & Equipment Section 26 05 33 Raceways Section 26 05 53 Identification For Electrical Systems Section 26 05 73 Electrical Distribution Systems Studies Section 26 24 16 Panelboards Section 26 28 00 Overcurrent Protective Devices Section 26 32 14 Gas-Fired Engine Generators Section 26 36 00 Transfer Switches Division 32 – EXTERIOR IMPROVEMENTS Section 31 23 00 Excavation and Fill Section 32 11 00 Base Courses Section 32 12 16 Asphalt Paving

CLALLAM COUTY PUD #1 01 11 00 ENGINEERING/DISPATCH GENERATOR SUMMARY OF WORK JOB NO. 12-23

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PART 1 – GENERAL

1.01 SUMMARY:

A. The proposed work includes a new emergency generator and automatic transfer switch at the existing Clallam PUD#1 Operations Center at 110 Idea Place, Sequim, WA. 98382, as described in the construction documents prepared by Lawhead Architects, P.S., together with their consultants.

B. Project Description: The Work is described briefly as follows without force or effect on other parts of the contract documents:

Work under the basic scope shall include all work as described in the Contract Documents, Drawings and Project Manual.

The proposed work includes, but is not limited to, a new emergency generator and automatic transfer switch and all related electrical work at the existing Clallam PUD#1 Operations Center at 110 Idea Place, Sequim WA, as described in the construction documents prepared by Lawhead Architects, P.S., together with their consultants.

Site work includes, but is not limited to, relocation of existing an propane tank, removal of existing concrete slab, curbs, and asphalt paving, excavation and backfill, and trenching as needed for placement of new underground LP fuel tanks and piping; saw cut and demolition of an existing concrete sidewalk; placement of new concrete slabs and curbs for emergency generator and relocated tank; trench backfill and asphalt repair.

1.02 SCHEDULING:

A. It may be anticipated that work at Site may begin immediately following written Notice to Proceed and Preconstruction Conference. Contractors shall coordinate with Clallam County PUD #1 for project start.

B. The Date of Substantial Completion shall be determined as follows: Substantial Completion shall be achieved one hundred eighty (180) consecutive calendar days following written Notice to Proceed. Final Completion shall be one hundred ninety-five (195) consecutive calendar days following written Notice to Proceed.

C. Allow Clallam County PUD #1 to occupy and use all facilities the day following Substantial Completion.

1.03 EARLY WORK:

A. Comply with requirements for submittals and samples in Section 01 33 23. B. Mobilize workers and stock materials in anticipation of construction start.

1.04 CONTRACTOR'S USE OF PREMISES:

A. Only the area designated within the limits of construction is available to the Contractor for storage, staging, and construction. The remaining areas of the property will continue in active operation by the Owner. Access to the construction area is provided through a secure gate and within active parking and driveway areas. Coordinate with Clallam


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County PUD #1 for definition of any areas that require additional protection. Assume full responsibility for the protection and safekeeping of the work under this Contract and of materials and products stored on the site. Secure materials and the construction area.

B. Move stored products that interfere with operations of Clallam County PUD #1, users of adjacent properties, or separate contractors.

C. Obtain and pay for the use of additional storage or work areas needed for operations.

D. Do not load structures or permit structures to be loaded with weights that will endanger a structure.

E. Following completion of the work, restore surrounding areas to their original condition. Dress the existing areas with additional material as needed to achieve the original grades. Replace paving damaged by construction activity.

1.05 OWNER-FURNISHED PRODUCTS:

A. Definition: Products furnished by Clallam County PUD #1, their agents, and/or suppliers for use in the construction or for installation by the Contractor.

B. Owner's Responsibilities: 1. Arrange for and deliver necessary shop drawings, product data, and samples of

Owner-furnished products to the Contractor, through the Architect. 2. Arrange and pay for delivery of Owner-furnished products to the site, in

accordance with the Construction Schedule. C. Contractor's Responsibilities:

1. Designate delivery dates for products in the Construction Schedule. 2. Review shop drawings, product data, and samples of Owner-furnished products

and materials to be used in the construction or installed by the Contractor. Return to Architect with notification of discrepancies or problems anticipated in the use of the products.

3. Receive and unload products at the site. 4. Promptly inspect products jointly with the Owner’s representative and record

shortages, damaged or defective items. 5. Handle products at the site, including uncrating and storage. 6. Protect products from exposure to elements and from damage. 7. Install, connect, and finish products. 8. Repair or replace items damaged as a result of Contractor's responsibilities.

PART 2 - PRODUCTS

Not Used.


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PART 3 - EXECUTION

Not Used.

End of Section 01 11 00

CLALLAM COUNTY PUD #1 SECTION 01 25 13 ENGINEERING/DISPATCH GENERATOR PRODUCT SUBSTITUTION JOB NO. 12-23 PROCEDURES

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PART 1 – GENERAL

1.01 RELATED DOCUMENTS:

A. General Conditions, as modified in the Supplementary Conditions.

1.02 CONTRACTOR'S OPTIONS:

A. For products specified by reference standards, or by trade name followed by the words "or equal", select any product meeting standards, by any manufacturer. Submit products to Architect for approval.

B. For Products Specified by Naming Products or Manufacturers followed by other words: 1. Select any product and manufacturer named, or 2. Submit request, as required for substitution, for any product not specifically named.

1.03 SUBSTITUTION REQUESTS:

A. During bidding, Architect will consider written requests for substitutions received from the General Contractor.

Substitution requests must be received by the Architect a minimum of ten (10) calendar days prior to the date bids are to be received. 1. Submit only on form following this Section, which may be copied, or on CSI

Substitution Request Form. Make a separate copy for each product proposed. 2. Blank substitution forms are available at the office of the Architect. Forms will not

be mailed. 3. If the proposed substitution is approved, such approvals will be set forth in an

Addendum. Bidders shall not rely upon approvals made in any other manner. B. After date of Contract, the Owner may consider formal requests from Contractor for

substitution of products in place of those specified when submitted in accordance with the requirements of this Section. One or more of the following conditions must also be documented: 1. The substitution must be required for compliance with final interpretation of code

requirements or insurance regulations. 2. The substitution must be due to the unavailability of the specified products, through

no fault of the Contractor. 3. The substitution may be requested when subsequent information discloses the

inability of the specified products to perform properly or to fit in the designated space.

4. The substitution may be due to the manufacturer's or fabricator's refusal to certify or guarantee performance of the specified product as required.

5. The substitution may be requested when it is clearly seen, in the judgment of the Architect that a substitution would be substantially to the Owner's best interests in terms of cost, time, or other considerations.


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C. Submit one copy of the request for substitution. Include in Request the following: 1. Complete data substantiating compliance of proposed substitution with Contract

Documents. a. Product identification, including manufacturer's name and address. b. Manufacturer's literature, including product description, performance and

test data, and reference standards. c. Name and address of similar projects on which product was used and date

of installation. 2. Itemized comparison of proposed substitution with product or method specified. 3. Data relating to changes in construction schedule. 4. For request submitted after bids are received, provide accurate cost data on

proposed substitution in comparison with product or method specified. D. In making request for substitution, the Manufacturer (or Contractor where Contractor is

initiating request) makes the following representations: 1. They have personally investigated proposed product, and determined that function,

appearance and Quality are equal or superior in all respects to that specified. 2. They will provide the same guarantee for substitution as for product specified. 3. They will coordinate installation of accepted substitution into Work, making such

changes as may be required for Work to be complete in all respects. 4. The proposed substitution does not affect dimensions shown on the Drawings. 5. The undersigned will pay for changes to the building design, including Architect,

engineering, and detailing costs caused by the requested substitution. 6. The proposed substitution has no effect on other trades, the construction schedule,

or specified warranty requirements. 7. Maintenance and service parts are locally available for the proposed substitution. 8. They waive all claims for additional costs related to substitution that subsequently

become apparent. 9. Cost data is complete and includes all related cost under this contract, but

excludes: a. Cost under separate Contracts. b. Design consultant's redesign.

E. Substitutions Will Not Be Considered If: 1. They are indicated or implied on the Shop Drawings or Product Data submittals

without request submitted in accordance with this Article, or 2. Acceptance will require substantial revision of Contract Documents.

PART 2 - PRODUCTS

( NOT USED )


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PART 3 – EXECUTION

( NOT USED )

NOTE: SUBSTITUTION REQUEST FORM FOLLOWS


L A W H E A D A R C H I T E C T S

• • • • • • • • • • P.S. SUBSTITUTION REQUEST FORM TO: LAWHEAD ARCHITECTS P.S. PROJECT: CLALLAM COUNTY PUD #1

ENGINEERING/DISPATCH GENERATOR - PROJECT NO. 12-23

SPECIFIED ITEM: Section Page Paragraph Description The undersigned requests consideration of the following: PROPOSED SUBSTITUTION: Attached data includes product description, specifications, drawings, photographs, performance and test data adequate for evaluation of the request; applicable portions of the data are clearly identified. Attached data also includes description of changes to Contract Documents that the proposed substitution will require for its proper installation. The undersigned states that the following, unless modified on attachments, are correct: 1. The proposed substitution does not affect dimensions shown on Drawings. 2. The undersigned will pay for changes to the building design, including engineering design, detailing, and construction costs caused by the requested substitution. 3. The proposed substitution will have no adverse affect on other trades, the construction schedule, or specified warranty requirements. 4. Maintenance and service parts will be locally available for the proposed substitution. The undersigned further states that the function, appearance, and quality of the Proposed Substitution are equivalent or superior to the Specified Item. Submitted by: For Use By Design Consultant: Signature Date Accepted Accepted As Noted Firm Not Accepted Received Too Late Address By Telephone Date Attachments:

CLALLAM COUNTY PUD #1 01 29 00 ENGINEERING/DISPATCH GENERATOR PAYMENT PROCEDURES JOB NO. 12-23

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PART 1 GENERAL

1.01 SUMMARY

A. This Section specifies administrative and procedural requirements governing the Contractor's Applications for Payment.

1. Coordinate the Contractor's Schedule of Values and Applications for Payment with the Contractor's Construction Schedule, List of Subcontracts, and the Submittal Schedule of Section 01 33 23.

1.02 PRIOR TO APPLICATION OF PROGRESS PAYMENTS

A. Submit Contractor's Construction Schedule for information and Submittal Schedule for approval.

B. Submit and receive approval of the Contractor's Schedule of Values C. Submit a list of all Subcontractors and Suppliers. D. Submit a Declaration of Option for Management of Statutory Retained Percentage. E. Submit a completed Internal Revenue Service Form W-9, Payers Request for Taxpayer

Identification Number. F. Submit with each application for payment, a list of subcontractors and sub-subcontractors

being billed for.

1.03 DRAFT APPLICATION FOR PAYMENT

A. Submit draft application for payment for approval at a regular construction meeting. The cutoff date shall be the end of the month or as otherwise agreed. Provide the following documents:

1. AIA FORM G702 & G703 Application and Certificate for Payment: Complete all required information.

a. List Change Orders approved prior to submission date individually last on the form. Use the Change Order name and number designation and description, similar to an original component item of work.

b. Do not bill for Change Order Proposals until an APPROVED signed Change Order has been received incorporating the modification.

2. Stored Materials: Requests for payment on materials stored shall be for materials properly stored on the site. In addition to the requirements of the General Conditions, materials stored off-site shall comply with conditions stipulated by Clallam County PUD #1 to qualify for payment. These conditions may include, but are not limited to the following:

a. Invoice from Supplier.

b. Payment for stored materials is at the sole option of Clallam County PUD #1

c. Contractor and its bonding company accepts total responsibility for the stored materials.


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B. The following shall be reviewed prior to approval of the draft application for payment:

1. Review of the Project Record Documents by the Owner’s representative for completeness and accuracy.

2. Updated Construction Schedule and Submittal Schedule.

C. Each Application for Payment shall be consistent with previous applications and payments as certified by the Architect and paid by Clallam County PUD #1.

1. Entries shall match data on the Schedule of Values and Contractor's Construction Schedule.

2. Use updated schedules if revisions have been made.

1.04 PAYMENT APPLICATION SUBMITTAL PROCEDURE

A. The Contractor shall submit payment applications after draft application is reviewed and approved.

B. Contractor is cautioned to carefully check all extensions, totals, and required information for accuracy before formal submittal.

C. On or before the fifth (5th) day of each month submit three signed copies of Application for Payment to the Architect.

D. Applications are to be signed by a responsible officer of Contractor. Do not sign in black ink; no photocopies of signature will be permitted.

E. Application for payment shall include the following:

1. AIA FORM G702 & G703 Application and Certificate for Payment.

2. General Contractor Waiver of Lien. Submit partial waivers on each item for amount requested.

3. Subcontractor Waivers of Liens. Submit waivers of lien from every entity who may file a lien related to the work covered by the payment.

4. Invoices for materials stored off-site with agreed upon insurance requirements and/or contractor's statement for accepting all responsibility.

F. When Architect finds application properly completed and correct, it will sign and transmit all copies of application for payment to Clallam County PUD #1 for processing.

G. If Architect or Clallam County PUD #1 find application improperly or incorrectly executed, an annotated copy will be returned for NEW SUBMITTAL.

H. Only minor corrections are allowed on form, with approval of Clallam County PUD #1.

1.05 PRIOR TO APPLICATION FOR RELEASE OF RETAINAGE (100% Payment)

A. No application for release of retainage will be accepted for processing until satisfactory completion of the following:

1. Receipt by Clallam County PUD #1 of Consent of Surety to Final Payment.

2. Receipt by Clallam County PUD #1 of Final Release of Liens.

3. Receipt by Clallam County PUD #1 of proof of all project tax payments to the State of Washington Department of Revenue and Department of Labor and Industries for the entire length of the project.


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4. Receipt by Clallam County PUD #1 of release by the Washington State Employment Security Department.

5. Receipt by Clallam County PUD #1 of all approved Affidavit of Wages Paid.

6. Punch list items complete and accepted.

7. Contract closeout document submittals received and accepted.

8. Required permits signed off.

9. Submittal and approval of Operating and Maintenance Data.

10. Other requirements as specified in Section 01 77 19 - Contract Closeout Requirements.

PART 2 - PRODUCTS

(NOT APPLICABLE)

PART 3 - EXECUTION

(NOT APPLICABLE)


CLALLAM COUNTY PUD #1 SECTION 01 31 13 ENGINEERING/DISPATCH GENERATOR PROJECT COORDINATION JOB NO. 12-23

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PART 1 – GENERAL

1.01 SUMMARY:

A. The Contractor is responsible for overall coordination of the project. B. Cooperation among the various crafts and contracts will be necessary for the proper

execution of the Work. C. Prior to the installation and connection of Mechanical and Electrical Work of Divisions 23

and 26 to Work of other Divisions; work of the Owner; or work of other contracts: 1. Verify the requirements indicated in Mechanical and Electrical Divisions, with the

requirements and characteristics of the other crafts, Owner or other contractor's equipment.

2. Before installation, make provisions to avoid interferences with concealed conditions and exposed finishes that may affect the work. Take care to ensure good appearance of exposed work.

3. Bring deviations to the attention of the Architect immediately. D. Portions of the Work of this Contract may be Bidder-Designed or may involve installation

of "Owner-Furnished" products. 1. Coordinate this Work in the same manner as required for other products not so

identified. 2. Owner will not respond favorably to requests for time extensions, increases in the

Contract Sum or additional products matching those "Owner-Furnished" due to less than complete coordination among the various workers involved in the Project.

1.02 PROJECT CONDITIONS:

A. The site utility and electrical drawings show the general arrangement of raceways, equipment and appurtenances, and shall be followed as closely as actual building construction and the work of other trades permit. 1. Because of their small scale electrical drawings are diagrammatic and do not

show all offsets, fittings and accessories which may be required. 2. Investigate the structural and finish conditions affecting the work and arrange the

work accordingly. 3. Provide fittings and accessories as may be required to fit project conditions.

Provide offsets as needed. 4. At no change in Contract Amount install outlets (electrical and other items visible

at completion) at locations other than shown on drawings if so directed by Owner prior to rough-in at the site, and if length of supply run in each instance is not increased more than ten feet horizontally.

B. Compare the drawings and specifications of the separate trades; report discrepancies to the Architect. Obtain written instructions for changes necessary. Before installation, make provisions to avoid interferences.


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C. Prepare detail layout drawings to a larger scale than the Contract drawings in areas where the work is of sufficient complexity to warrant additional detailing. This shall apply to the Electrical Room, exposed conduit locations, ATS, and panels as needed. Prepare these drawings in CADD format the same size as the contract drawings and submit with each set of the Owner's record drawings. Submit layout drawings for approval before commencing shop fabrication or field erection.

D. Responsibility For Slots, Chases and Openings: Slots, chases and openings through slabs and walls shall be properly located and installed, and the Contractor shall be responsible for any cutting and patching caused by their omission or improper location.

E. Anchor bolts, sleeves, inserts and supports that are required shall be furnished and installed under the same section of the specifications as the respective items to be anchored, with locations as directed by the trade requiring them.

F. Include all items required for a complete installation whether or not shown or described. G. Provide clearance and headroom. Utilize spaces efficiently so that adequate

accessibility is retained for future maintenance, repairs, modifications and additions. H. Relocate installed work that does not provide adequate accessibility. I. Changes required in the Work of this Contract, caused by the Contractor's neglect to

coordinate the work with others shall be made at the Contractor's own expense.

PART 2 - PRODUCTS

( NOT USED )


3.01 COORDINATION:

A. Do all necessary work to receive or join with the work of all trades. B. Coordinate the work to provide adequate clearances for installation and maintenance of

equipment. C. Installation and Arrangement: Install work to permit removal of parts requiring periodic

replacement or maintenance. 1. Arrange pipes, ducts, raceways and equipment to permit ready access to valves,

cocks, traps, starters, motors, and control components. 2. Arrange raceways, wiring and equipment to permit ready access to switches,

motors and control components. Doors and access panels shall be kept clear. 3. Right-of-Way: Lines which pitch shall have the right-of-way over conduit and

EMT raceways. Lines whose elevations cannot be changed shall have the right-of-way over conduit and EMT raceways whose elevations can be changed.

4. Offsets, and changes in direction of pipes, ducts and raceways shall be made as required to maintain proper headroom and clearances whether or not indicated on the drawings. Provide all traps, vents, fittings, junction boxes, connectors,


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etc., as required to affect these offsets and change in direction. Contractor shall ensure good appearance of all exposed work.

D. The Drawings and Specifications are arranged for convenience only and do not necessarily determine which trades perform the various portions of the Work.

E. Transmit to the trades doing the work of other Divisions all the information required for Work to be provided under their respective Sections (such as foundations, electric wiring, access door locations, etc.) in ample time for their installation.

F. Consult with the trades doing the work of other Divisions so that: 1. Required related Work and information is received from them in ample time for

installation. 2. Whenever possible motors, motor controls, pumps, valves, etc., are of the same

manufacturer.


CLALLAM COUNTY PUD #1 SECTION 01 33 23 ENGINEERING/DISPATCH GENERATOR SUBMITTALS, SHOP DRAWINGS, JOB NO. 12-23 PRODUCT DATA

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PART 1 – GENERAL

1.01 IDENTIFICATION:

A. The Contractor shall manage each project individually and separately and shall maintain records for each project.

B. The Contractor shall assign an identification number to each submittal, consisting of the specification section number followed by a number, beginning with the number 001 and continuing in sequence.

C. Provide a separate number for each product, assembly, or system. Similar or related items may be grouped only if compatible with review process.

1.02 SUBMITTAL SCHEDULING:

A. Submittals shall be sent to the Architect at least 15 calendar days before the date each is required for fabrication or installation for items requiring review by the Architect only.

B. Submittals to be reviewed by Architect's Consultants shall be sent to the Architect at least 20 calendar days before the date each is required for fabrication or installation.

C. Submittals involving Substitution Requests or other modifications requiring review by the Owner shall be sent to the Architect at least 20 calendar days before the date each is required for fabrication or installation.

1.03 SUBMITTAL CONTENT AND FORMAT:

A. General Requirements: 1. Shop Drawings: Submit electronic files in PDF format. 2. Product Data: Submit electronic files in PDF format. 3. Submittals shall include:

a. The Contractor's submittal identification number marked on each item. b. Date of initial submittal and revision dates, return date requested. c. Project title and number. d. The names of: Contractor, supplier, and manufacturer. e. Identification of product or material, with Specification Section number. f. Relation to adjacent critical features of work or materials.

g. Field dimensions, clearly identified as such. h. Applicable standards, such as ASTM number or Federal Specification. i. Identification of deviations from Contract Documents, and for products,

accompanied by Substitution Request as required by Section 01 25 13. j. Contractor's stamp, signed legibly, essentially as follows:


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The undersigned, acting on behalf of the Contractor, certifies that this submittal has been reviewed and is approved; products have been verified as being as specified, field measurements and field construction criteria have been or will be coordinated, and the submittal is in compliance with Contract Documents.

4. Resubmission Requirements: a. Revise initial drawings as required and resubmit as specified for initial

submittal; assign a new identification number, but list all previous identification numbers for reference.

b. Indicate on drawings any changes that have been made other than those requested by the Architect.

5. The Architect may return without review any submittal not meeting the requirements listed above.

B. Shop Drawings: 1. Present data in a clear and thorough manner.

a. Details shall be identified by reference to sheet and detail, schedule or room numbers shown on Contract Documents.

2. Identify details by reference to contract sheet and detail numbers. 3. Minimum Sheet Size: 8-1/2" x 11", maximum 36" wide x 24" high.

C. Product Data: 1. Manufacturer's catalog sheets, brochures, diagrams, schedules, performance

charts, illustrations and other standard descriptive data. a. Clearly mark each copy to identify pertinent product, or models. b. Show dimensions, weights, and clearances required. c. Show performance data consisting of capabilities, RPM, KW, pressure

drops, design and operating pressures, temperatures, performance curves, noise level curves, power characteristics and consumption; conforming as closely as possible to the test methods referenced in the plans and specifications.

d. Show wiring or piping diagrams and controls. 2. Manufacturer's standard schematic drawings and diagrams:

a. Modify to delete information that is not applicable. b. Supplement standard information to provide information specifically

applicable to project.

1.04 SUBMITTAL PROCESSING RESPONSIBILITIES:

A. Contractor Responsibilities: 1. Review Shop Drawings, Product Data and Samples prior to submission. 2. Determine and verify the following:


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a. Field measurements. b. Field construction criteria.

c. Catalog numbers and similar data. 3. Coordinate each submittal with requirements of Work and of Contract Documents. 4. Begin no fabrication or work or order materials that require submittals until return of

submittals with Architect's stamp with initials or signature indicating review. 5. After Architect's review, distribute copies.

a. Distribute copies of shop drawings and product datum, as "For Distribution", which carry Architect's stamp, to: (1.) Architect. (2.) Contractor’s files, including job site file. (3.) Subcontractors, suppliers and fabricators as required. (4.) Owner’s representative.

b. Distribute samples as directed. B. Architect's Duties:

1. Review submittals with reasonable promptness, as scheduled. 2. Response by Architect will be under the following conditions:

Review of submittals is only for general conformance with the design concept of the Project and general compliance with the information given in the Contract Documents. The review does not affect the Contractor's responsibility to perform all Contract requirements with no change in Contract price or time. Any actions shown by the Architect are subject to the requirements of the Plans, Specifications and other Contract Documents. The Contractor is responsible to confirm and correlate dimensions at the site, for information that pertains to the fabrication processes, for the means, methods, techniques, procedures, sequences and quantities necessary to complete the Contract and for coordination of the work of all trades and satisfactory performance of his work. The review by the Architect is undertaken solely to satisfy Architect's obligations, if any, to the Owner and shall not give rise to any claim by the Contractor or other parties against the Architect or Owner.

3. Architect will reproduce for Architect’s record, and return submittals to Contractor for distribution.

PART 2 – PRODUCTS ( NOT USED )

PART 3 – EXECUTION ( NOT USED )


CLALLAM COUNTY PUD #1 SECTION 01 42 00 ENGINEERING/DISPATCH GENERATOR STANDARDS AND ABBREVIATIONS JOB NO. 12-23

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PART 1 – GENERAL

1.01 DESCRIPTION OF REQUIREMENTS:

A. Abbreviations and Names: The following acronyms and abbreviations as referenced in the Contract Documents are defined to mean the associated names. Names, addresses and telephone numbers are subject to change and are believed to be, but are not assured to be, accurate and up to date as of the date of Contract Documents: AA Aluminum Association 900 - 19th St., NW, Suite 300, Washington DC 20006; 202/862-5100 AABC Associated Air Balance Council 1518 K Street NW Suite 503, Washington DC 20005; 202/737-0202 AAMA American Architectural Manufacturers Association 1827 Walden Office Square, Suite 550, Schaumburg, IL 60173-4268; 847/303-

5664 AAN American Association of Nurserymen, Inc. 1250 Eye Street, Suite 500; Washington, DC 20005; 202/789-2900 ACI American Concrete Institute P.O. Box 9094, Farmington Hills, MI 48331; 248/848-3700 ADC Air Diffusion Council 1000 E. Woodfield Rd. Suite 102, Schaumburg, IL 60173-5921; 847/706-6750 AGA American Gas Association 400 N. Capitol St., NW Suite 450 Washington, DC, 200010; 202/824-7000 AISC American Institute of Steel Construction, Inc. One East Wacker Drive, Suite 3100, Chicago, Illinois 60601-2001; 312/670-2400 AMCA Air Movement and Control Association, Inc. 30 West University Dr., Arlington Heights, Ill. 60004; 847/394-0150 ANSI American National Standards Institute 1819 L. Street N.W., 6th Floor, Washington, D.C. 20036; 212/642-4980 ARI Air Conditioning and Refrigeration Institute 4100 N. Fairfax Drive, Suit 200, Arlington, VA 22203; 703/524-8800 ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers

1791 Tullie Circle, NE; Atlanta, GA 30329; 636-8400

ASME American Society of Mechanical Engineers 29 West 39th St., New York, N.Y. 10018; 800/843-2763 ASTM American Society for Testing and Materials 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959; 610/832-9585 AWI Architectural Woodwork Institute 4997 N. 33rd Street, Milwaukee, Wisconsin 53209; 414/438-0400 AWPA American Wood Preservers' Association P. O. Box 388, Selma, AL 36702-0388; 334/874-9800


01 42 00 – 2 / 4

AWPB American Wood Preservers Bureau P.O. Box 5283; Springfield, VA 22150; 703/339-6660 AWS American Welding Society, Inc. 550 N.W. LeJeune Road, Miami, FL 33135; 305/443-9353 AWWA American Water Works Association, Inc. 6666 W. Quincy Avenue; Denver, CO 80235; 303/794-7711 BHMA Builders Hardware Manufacturers Association 355 Lexington Avenue, 17th Floor; New York, NY 10017; 212/297-2122 BIA Brick Institute of America 11490 Commerce Park Drive, Suite 300, Reston VA 22091; 703/620-0010 CISPI Cast Iron Soil Pipe Institute 5959 Shallowford Road, Suite 419, Chattanooga, TN 37421; 423/892-0137 CRSI Concrete Reinforcing Steel Institute 933 North Plum Grove Road; Schaumburg, IL 60173; 847/517-1200 CS Commercial Standard of NBS (U.S. Dept. of Commerce) Government Printing Office; Washington, DC 20402; 202/377-2000 DHI Door and Hardware Institute 14150 Newbrook Dr. Suite 200, Chanitily, VA 20151; 703/222-2010 FGMA Flat Glass Marketing Association 3310 Harrison, Topeka, KS 66611; 913/266-7013 FM Factory Mutual Engineering and Research 1151 Boston-Providence Turnpike; Norwood, MA 02062; 781/762-4300 FS Federal Specification (General Services Administration) Specifications Unit,

(WFSIS) 7th and D Streets, S.W. Washington, DC 20406; 202/472-2205 or 472-2140

NAAMM National Association of Architectural Metal Manufacturers 8 South Michigan Avenue Suite 1000, Chicago, 111. 60603; 312/332-0405 NBS National Bureau of Standards (U.S. Dept. of Commerce) Gaithersburg, MD 20234;301/921-1000

NEC National Electrical Code by NFPA

NECA National Electrical Contractors Association, Inc. 3 Bethesda Metro Center, Suite 1100; Bethesda, MD 20814; 301/215-4500

NEMA National Electrical Manufacturers Association 1300 North 17th Street Suite 1847, Rosslyn, VA 22209; 703/841-3200

NFPA National Fire Protection Association Batterymarch Park, Quincy, MA 02269; 617/770-3000

NRCA National Roofing Contractors Association 10255W. Higgins Rd., Suite 600, Rosemont, IL 60018; 847/299-9070

NSF National Sanitation Foundation,


01 42 00 – 3 / 4

3475 Plymouth Rd.; P.O. Box 130140 789 N. Dixboro Rd.; Ann Arbor, MI 48113; 313/769-8010

OSHA Occupational Safety & Health Admin. (U.S. Department of Labor) Government Printing Office; Washington, DC 20402; 202/783-3238

PS Product Standard of NBS (U.S. Dept. of Commerce) Government Printing Office; Washington, DC 20402; 202/783-3238

SDI Steel Deck Institute P.O. Box 25, Clanton, Ohio 44711; 847/458-4647

SIGMA Sealed Insulating Glass Manufacturers Association 401 N. Michigan Ave., Chicago, IL 60601; 312/644-6610

SJI Steel Joist Institute 3127 10th Ave, North Ext., Myrtle Beach, SC 29577; 843/626-1995

SMACNA Sheet Metal & Air Conditioning Contractor's National Association 4201 Lafayette Center Drive, Chantilly, VA 20151; 703/803-2980

SSPC The Society for Protective Coatings 40 24th Street 6th Floor, Pittsburgh, Pa. 15222; 412/281-2331

TCA Tile Council of America, Inc. 100 Clemson Research Center, Anderson, SC 29625;

UL Underwriters Laboratories, Inc. 333 Pfingsten Road; Northbrook, IL 60062; 847/272-8800

C. Refer to the individual Sections of Specifications for other names and abbreviations of trade associations and standards applicable to specific portions of the Work. In particular, refer to Division 15 for names and abbreviations applicable to mechanical work, and refer to Division 16 for names and abbreviations applicable to the electrical work.

1.02 QUALITY ASSURANCE:

A. General Applicability of Standards: Except where more explicit or stringent requirements are written into the Contract Documents, applicable construction industry standards have the same force and effect as if bound into or copied directly into the Contract Documents. Such industry standards are made a part of the contract documents by reference. 1. Referenced Standards: Industry standards that are referenced in the text of the

contract documents have precedence over non-referenced standards. 2. Non-Referenced Standards: Industry standards which are not specifically

referenced in the contract documents for applicability to the work, including standards produced by those associations and agencies listed in this section (but not referenced elsewhere), are applicable as a general measurement of whether the performed work complies with recognized standards of the construction industry.

B. Publication Dates: 1. Comply with the standard or trade association publication that was in effect at the

date of the Contract Documents except where specifically indicated to comply with a publication of another date.


01 42 00 – 4 / 4

2. Submit requests to the Architect for approval to comply with standards or publications of a different date. Substantial changes in the work that result from approval to comply with standards or publications of a different date shall be processed as change orders in conjunction with such approval.

C. Copies of Standards: Each entity performing Work on the Project is required to be familiar with industry standards applicable to that activity. Copies of applicable standards have not been bound with the Contract Documents. Where copies of standards are needed for proper performance of the work, the Contractor shall obtain copies directly from the publication source.

1.03 DRAWING ABBREVIATIONS:

Abbreviations used on the drawings are fully spelled out below.

ALUM. Aluminum INSUL. Insulation APPROX. Approximate LAV. Lavatory ARCH. Architectural LIN.FT. Linear Feet BLDG. Building MFR. Manufacturer C.I. Cast Iron M.O. Masonry Opening C.C. Center to Center MAX. Maximum COL. Column MECH. Mechanical CO. Company MIN. Minimum CONC. Concrete MISC. Miscellaneous CONT. Continuous N.I.C. Not In Contract CSK. Countersink N.T.S. Not to Scale DEPT. Department NO. Number DIA. Diameter O.C. On Center DIM. Dimension O.D. Outside Diameter DWG Drawing LB Pound D.F. Drinking Fountain R= Radius EA. Each REINF. Reinforcing ELEC. Electrical REQ'D Required EQ. Equal R.O. Rough Opening EQUIP. Equipment SIM. Similar FT. Feet SPEC Specifications F.E.C. Fire Extinguisher Cabinet SQ. Square F.H.C. Fire Hose Cabinet S.S Stainless Steel F.D Floor Drain STD. Standard FT. Foot STRUCT Structural FTG. Footing TEL. Telephone FDN. Foundation T&G Tongue and Groove GALV. Galvanized TYP. Typical GYP. Gypsum UL Underwriters Laboratories HT. Height W.C. Water Closet H.M. Hollow Metal WT. Weight HORIZ. Horizontal W/ With I.D. Inside Diameter W/O Without


CLALLAM COUNTY PUD #1 SECTION 1 42 16 ENGINEERING/DISPATCH GENERATOR DEFINITIONS AND EXPLANATIONS JOB NO. 12-23

01 42 16 – 1 / 4

PART 1 – GENERAL

1.01 DEFINITIONS:

A. General Explanation: A substantial amount of the Specification language constitutes specific definitions for nominal terms found on the Drawings and in other Contract Documents. Certain terms used repetitiously throughout the Contract Documents are hereby defined as follows: 1. General Requirements: The provisions or requirements of the Division One

sections. The General Requirements apply to the entire work of the Contract and, where so indicated, to other elements of work which are included in the project.

2. Indicated: a. The term "Indicated" is a cross reference to details, notes, or schedules on

the drawings, other paragraphs or schedules in the Specifications, and similar means of recording requirements in the Contract Documents.

b. Where terms such as "shown", "noted", "scheduled", and "specified" are used instead of "indicated", it is for the purpose of helping the reader locate the cross reference, and no limitation of location is intended except as specifically noted.

3. Directed, Requested, Etc.: Where not otherwise explained, terms such as "directed", "requested", "authorized", "selected", "approved", "required", "accepted", and "permitted" mean "directed by the Architect", "requested by the Architect", etc. However, no such implied meaning will be interpreted to extend the Architect's responsibility into the Contractor's area of construction supervision.

4. Installer: a. The Contractor or a person or entity engaged by the Contractor, either as

an employee, subcontractor or sub-subcontractor for performance of a particular construction activity, including installation, erection, application and similar operations. Installers are required to be experienced in the operations they are engaged to perform.

b. The term "experienced," when used with the term "Installer" means having a minimum of 5 previous Projects similar in size and scope to this Project, being familiar with the precautions required, and having complied with requirements of the authority having jurisdiction.

5. Project Site: The space available to the Contractor for the performance of the work, either exclusively or in conjunction with others performing the work as part of the project. The extent of the project site is shown on the Drawings, and is not identical with the description of the land upon which the project is to be built.

6. Testing Laboratory: An independent entity engaged to perform specific inspections or tests of the work, either at the project site or elsewhere; and to report and interpret the results of those inspections or tests. See Section 01 45 23.

7. Approve:


01 42 16 – 2 / 4

a. Where used in conjunction with the Architect's response to submittals, requests, applications, inquiries, reports, and claims by the Contractor, the meaning of the term "approved" will be held to the limitations of the Architect's responsibilities and duties as specified in the General and Supplementary Conditions.

b. In no case will "approval" by the Architect be interpreted as a release of the Contractor from responsibilities to fulfill requirements of the Contract Documents.

8. Furnish: Except as otherwise defined in greater detail, the term "furnish" is used to mean supply and deliver materials, systems and equipment to the project site, ready for unpacking, assembly, installation, etc., as applicable in each instance.

9. Install: Except as otherwise defined in greater detail, the term "install" is used to describe operations at the project site including unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations, as applicable in each instance.

10. Provide: Except as otherwise defined in greater detail, the term "provide" means to furnish and install, complete and ready for the intended use, as applicable in each instance.

1.02 SPECIFICATION EXPLANATIONS:

A. General: This series of explanations is provided to assist the user of these Specifications and associated Contract Documents to more readily understand the format, language, implied requirements and similar conventions of the content. None of these explanations will be interpreted to modify the substance of the requirements.

B. Format Explanations: The format of the principal portions of Specifications can be described as follows; although other portions may not fully comply and no particular significance will be attached to such compliance or non-compliance: 1. Titles: The Specifications are divided into Divisions and Sections for convenience.

The titles of these are not intended to imply a particular meaning or to fully describe the Work of each Division, subdivision or Section, and are not an integral part of the text that specifies the requirements.

2. Each Section of Specification has been subdivided into 3 "parts" for uniformity and convenience (Part 1 - General, Part 2 - Products, and Part 3 - Execution). These do not limit the meaning of, and are not an integral part of the text that specifies requirements.

3. Imperative language is frequently used. Except as otherwise specified, requirements expressed imperatively are to be performed by the Contractor.

4. Section Numbering: Used to facilitate cross references in the Contract Documents: The Sections are bound in numerical sequence; however, this sequence is not complete and the Table of Contents of the Specifications must be consulted to determine the numbers and names of specification sections in the Contract Documents.

5. The pages of each Section are numbered independently for each Section. The Section number is shown with the page number at the bottom of each page.


01 42 16 – 3 / 4

6. Project identification is recorded at the top of each page to minimize misuse of the Specifications and confusion with other project Specifications.

C. Specification Content: Because of the methods by which this project Specification has been produced, certain conventions of the text and content can be explained as follows: 1. Overlapping and Conflicting Requirements: Where compliance with 2 or more

industry standards or sets of requirements is specified, and overlapping of those different standards or requirements establishes 2 different or conflicting minimums or levels of quality, the most stringent requirement (which is generally recognized to be also the most costly) is intended and will be enforced, unless specifically detailed language written into the contract documents (not by way of reference to an industry standard) clearly indicates that the less stringent requirement is to be fulfilled. Refer apparently equal, but different requirements and uncertainties as to which of 2 levels of quality is the more stringent, to the Architect for a decision before proceeding.

2. Minimum Quality/Quantity: In every instance, the quality level or quantity shown or specified is intending as the minimum for the work to be performed or provided. Except as otherwise specifically indicated, the actual work may either comply exactly with that minimum (within specified tolerances), or may exceed that minimum within reasonable limits. In complying with requirements, the indicated numeric values are either minimums or maximums as noted or as appropriate for the context of the requirements. Refer instances of uncertainty to the Architect for decision before proceeding.

3. Specialists; Assignments: In certain instances, the specification text requires (or at least implies) that specific work be assigned to certain specialist or expert entities, who must be engaged for the performance or those units of work. These are specified as, and must be recognized as, special requirements over which the Contractor has no choice or option. These assignments must not be confused with (and are not intended to interfere with) the normal application of regulations, union jurisdictions and similar conventions. One purpose of such assignments is to establish which party or entity involved in a specific unit of work is to be recognized as the "expert" for the indicated construction processes or operations. Nevertheless, the final responsibility for fulfillment of the entire set of requirements remains with the Contractor.

4. Trades; Names: Except as otherwise indicated, the use of trade titles such as "carpentry" in specification text, implies neither that the work must be performed by an accredited or unionized tradesman or the corresponding generic name (such as a carpenter), nor that the specified requirements apply exclusively to work by tradesman of that corresponding generic name.

5. Abbreviations: a. The language of the Specifications and elsewhere in the Contract

Documents is of the abbreviated type in certain instances, and implies words and meanings that will be appropriately interpreted.

b. Actual word abbreviations of a self-explanatory nature have been included in the text. These are generally defined in each Section at the first instance of use for each term so abbreviated.


01 42 16 – 4 / 4

c. Trade associations and general standards are frequently abbreviated; refer to Section 01 42 00 for a general listing of these abbreviations.

d. Singular words will be interpreted as plural and plural words will be interpreted as singular wherever applicable and the full context of the requirement so indicates.

PART 2 – PRODUCTS

( NOT USED )


( NOT USED )


CLALLAM COUNTY PUD #1 SECTION 01 45 29 ENGINEERING/DISPATCH GENERATOR TESTING LABORATORY SERVICES JOB NO. 12-23

01 45 29 – 1 / 1

PART 1 – GENERAL

1.01 SUMMARY:

A. Related Requirements Specified Elsewhere: 1. Inspections and testing required by laws, ordinances, rules, regulations or orders of

public authorities, and General Conditions. 2. Certification of Products: Respective Specification Sections. 3. Test, adjust and balance of equipment: Respective Specification Sections.

B. Contractor shall pay for all inspection, certification, testing, and balancing required for completion of the work, and as required in respective specification sections.

1.02 CONTRACTOR'S RESPONSIBILITIES:

A. Cooperate with testing personnel, provide access to work and to manufacturer's operations.

B. Provide preliminary representative samples of materials to be tested, in required quantities.

C. Furnish copies of test reports to Architect and Owner. D. Furnish casual labor and facilities:

1. To provide access to work to be tested. 2. To obtain and handle samples at the site. 3. To facilitate inspections and tests.

E. Notify testing personnel sufficiently in advance of operations to allow for his assignment of personnel and scheduling of tests.

F. Employ, and pay for, services of a separate, equally qualified, independent testing personnel and laboratory to perform additional inspections, sampling and testing required. 1. For Contractor's convenience. 2. When initial tests indicate work does not comply with Contract Documents.

PART 2 – PRODUCTS

( NOT USED )


( NOT USED )


CLALLAM COUNTY PUD #1 SECTION 01 50 00 ENGINEERING/DISPATCH GENERATOR TEMPORARY FACILITIES JOB NO. 12-23 AND CONTROLS

01 50 00 – 1 / 4

PART 1 – GENERAL

1.01 SUBMITTALS:

A. Before beginning construction of each temporary facility, provide information and drawings as required to fully describe and locate the facilities.

1.02 REQUIREMENTS OF REGULATORY AGENCIES:

A. Comply with applicable local codes. B. Comply with NFPA 241 "Safeguarding Construction, Alteration, and Demolition

Operations".

1.03 WARRANTIES:

A. Where permanent equipment is used for temporary facilities "Substantial Completion" of factory-assembled equipment may be requested in writing. After acceptance of the request, warranty provisions will then begin at that Substantial Completion. Approval of such use and acceptance shall be by the Owner.

PART 2 – PRODUCTS

2.01 TEMPORARY FACILITIES:

A. Temporary Telephone Services: 1. Provide in telephone service at the start of the work and maintain until final

completion. Service may be either landline or cellular, at contractor’s option. 2. Provide Internet service and email communication for use by any party involved in

the Project. B. Temporary Electrical Service and Lighting:

1. Temporary service connections may be made to existing electrical service. Coordinate with the Owner for available circuits and points of connection. Take care so not to overload existing circuits.

2. When work is performed in areas at a distance from sunlight, other light sources, at night, or when daylight is obscured, provide artificial light sufficient to permit work to be carried on efficiently, satisfactorily and safely, and to permit thorough inspection.

3. Clearly illuminate the access to the place of work. 4. Install and maintain temporary wiring in first-class manner. Securely fasten in

place, and keep as far as possible from telephone wires and signal wires. C. Temporary Water Service:

1. Existing water service may be used in connection with this work. Provide temporary connection until permanent water lines are installed and accepted. Coordinate with Clallam County PUD for connection.


01 50 00 – 2 / 4

D. Temporary Sanitary Facilities: 1. Provide and maintain an adequate number of facilities for the use of all persons

employed on the work during construction. 2. Provide enclosed, weatherproof facilities with heat as required. 3. Use of new or existing Owner's facilities will not be permitted.

E. Minimum Fire Suppression Equipment: 1. Provide extinguisher equipment of adequate capacity to extinguish fires in the

combustible material on the jobsite. Refer to paragraph 2.04 below. 2. Maintain fire extinguishers in working condition with current inspection certificate

attached to each extinguisher.

2.02 CONSTRUCTION AIDS:

A. Provide lifting devices necessary for the proper and efficient movement of materials; provide operating personnel for equipment as required.

B. Provide safety equipment, barricades, closures, handrails, and other accessories as needed for a safe work environment.

C. Provide scaffolding, shoring, etc., as needed and as required by local regulations.

2.03 FENCING & GATES:

A. Provide chain-link fencing to secure the project area, before beginning work. B. Fencing minimum requirements:

1. No. 11 gage, 2 inch mesh, 72 inch high galvanized chain link fabric. 2. Galvanized steel posts; 1-1/2 inch line posts and 2 inch corner posts.

2.04 TEMPORARY FIRE PROTECTION:

A. General: During construction period install and maintain whatever types and forms of fire protection temporary facilities as may be needed to adequately protect against fire losses.

B. Comply with the applicable recommendations of NFPA No. 10 "Portable Fire Extinguishers" for each area of each construction activity when combustible materials, flammable liquids and similar exposures to possible fires are present. Locate extinguishers where most convenient and effective for intended purposes, but provide not less than two each floor at or near each usable stairwell or exit.

C. Store combustible materials in recognized fire-safe locations and containers. D. Program: Develop and supervise an overall fire prevention and fire protection program.

1. Instruct personnel in methods and procedures of program; post warnings and information, and enforce strict discipline.

2. Review needs with local fire department officials and establish procedures to be followed.


01 50 00 – 3 / 4

3. Maintain unobstructed access to extinguishers, fire hydrants, temporary fire hydrants, temporary fire protection facilities, stairways and other access routes for fighting fires.

4. Prohibit smoking in the building and on the roof. 5. Provide extraordinary supervision of welding operations, combustion type

temporary heating units, and similar sources of ignition for possible fires. E. Temporary Water: Where temporary water outlets are available, provide hoses of

adequate length to reach construction areas. 1. Hang hoses with warning sign, to effect that it is for fire protection and is not to be

removed. 2. Match hose sizes with outlet sizes, and equip with suitable nozzles.


3.01 PREPARATION:

A. Consult with Owner to review jobsite areas required for field offices, material storage and stockpiles, equipment storage, access to different locations, etc., for approval of Owner.

3.02 PERFORMANCE:

A. Confine equipment, apparatus, and storage of material to work limits. The Owner will not be responsible for protection of materials and equipment from damage, pilfering, etc.

B. Install temporary facilities in such a manner that the installed work will not be damaged. C. Keep facilities well maintained and painted. D. Contractor may install construction signs only upon approval of size, design and location

by Owner. E. Roads:

1. Traffic to building site will be allowed only where roadway is indicated. 2. Do not allow vehicles with lugs or flanges on paved surfaces. 3. Provide heavier traffic bearing surfaces as required for construction equipment.

3.03 SECURITY:

A. Provide a project security program. 1. Protect Work, stored products and construction equipment from theft and

vandalism. 2. Protect premises from entry by unauthorized persons.

B. Maintain security program throughout construction period, until Owner occupancy or Owner acceptance precludes the need for Contractor security. Coordinate security program with Owner's representative.

C. Entrance Control:


01 50 00 – 4 / 4

1. Provide control of all persons and vehicles entering and leaving Project Area. Maintain Log of visitors.

2. Access to the PUD property is provided through a secure gate and within active parking and driveway areas. Coordinate with Clallam County PUD #1 for property access and entrance control and for definition of any areas that require additional protection.

3.04 ADJUST AND CLEAN:

A. Relocate temporary facilities as required during job progress. B. Except as otherwise directed, remove temporary facilities at completion of job. Restore

disturbed areas to satisfactory condition, similar to surrounding areas. C. Maintain existing roads to the construction area. Restore to satisfactory condition at

completion. Comply with all Clallam County, and WSDOT requirements. D. Maintain parking lots, private roads, and public roads used by construction traffic clear of

dirt, mud and debris. Comply with all PUD, Clallam County, and WSDOT requirements. Sweep streets and adjacent parking lots daily as needed. Do not wash dirt and debris into storm system.


CLALLAM COUNTY PUD #1 SECTION 01 57 13 ENGINEERING/DISPATCH GENERATOR TEMPORARY EROSION JOB NO. 12-23 & SEDIMENT CONTROL

01 57 13 – 1 / 2

PART 1 GENERAL

1.01 SECTION INCLUDES A. Temporary Erosion and Sediment Control Measures.

1.02 REFERENCES A. Washington State Department of Transportation (WSDOT) Standard Specifications

forRoad, Bridge, and Municipal Construction (current edition).

1.03 SUBMITTALS A Catch Basin Insert product data.

1.04 QUALITY ASSURANCE A. The Contractor shall provide weekly inspections of the installed erosion control measures

to ensure they’re functioning properly. The contractor shall repair any deficiencies within 24hours of discovery. Provide weekly reports to Clallam County if required under the permits.

PART 2 PRODUCTS

2.01 TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES

A. Storm Drain Inlet (Catch Basin) Protection: Storm drain inlet protection shall conform to WSDOT Standard Specifications. Geotextile fabric shall meet the requirements of the WSDOT Standard Specifications Table 1 for moderate survivability, and the minimum filtration properties of Table 2, in Section 9-33.2.

PART 3 EXECUTION

3.01 EXAMINATION A. Examine site to confirm that erosion control measures will prevent sediment-laden runoff

from leaving the site.

3.02 TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES INSTALLATION A Storm Drain Inlet Protection: Install catch basin inserts per manufacturer's instructions.

Inserts shall be installed at all catch basins receiving runoff from the construction area.

CLALLAM COUNTY PUD #1 SECTION 01 57 13 ENGINEERING/DISPATCH GENERATOR TEMPORARY EROSION JOB NO. 12-23 & SEDIMENT CONTROL

01 57 13 – 2 / 2

3.03 TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES MAINTENANCE A. Maintenance required due to improper installation of the inlet protection shall be fixed by

the contractor at no additional cost to the Owner. B. All erosion and sediment control measures shall be maintained by the contractor for the

duration of the construction projects until Final Completion. Any labor and equipment required to maintain the functionality of the TESC measures for the duration of the contract shall be the responsibility of the Contractor.


CLALLAM COUNTY PUD #1 SECTION 01 60 00 ENGINEERING/DISPATCH GENERATOR MATERIAL AND EQUIPMENT JOB NO. 12-23 REQUIREMENTS

01 60 00 – 1 / 2

PART 1 – GENERAL

1.01 SUMMARY:

A. Provide products, materials, and equipment as indicated on the drawings and as per the Equipment and finish schedules.

1.02 SUBMITTALS:

A. Submit product, material, and equipment data in accordance with Section 01 33 23, including installation instructions.

B, Manufacturer's Instructions: Make information available for consultation at jobsite during the installation of the specific item, including a copy of the manufacturer's installation procedure.

PART 2 – PRODUCTS

2.01 MATERIALS:

A. Furnish all items new and free from defects, of size, make, type and quality specified or as approved.

B. When two or more items of the same kind are required under this work, use items of a single manufacturer except where the phrase such as "match work of another contract" or "match existing" is used. Component parts of an assembly need not be the product of a single manufacturer unless otherwise indicated.

C. Capacities and equipment sizes and dimensions shown or specified are minimum unless otherwise indicated.

2.02 EQUIPMENT:

A. Meet the detailed requirements indicated in the various sections and provide equipment suitable for the installation shown.

B. Equipment not meeting all specified requirements will not be accepted, even though specified by name along with other manufacturers.

C. Tolerances used in specified rating or testing standards will not be allowed in determining capacities of equipment.

D. The drawings are based upon one of the specific manufacturers listed for each particular equipment item. 1. The other specified manufacturers and other acceptable manufacturers of

equipment may require deviations from the Drawings to properly install the particular equipment in accordance with manufacturer's recommendations and to provide the results required.

CLALLAM COUNTY PUD #1 SECTION 01 60 00 ENGINEERING/DISPATCH GENERATOR MATERIAL AND EQUIPMENT JOB NO. 12-23 REQUIREMENTS

01 60 00 – 2 / 2

2. Under this Contract provide all work necessary to install this equipment at no change in Contract amount and provide Shop Drawings for review showing deviations required for specific equipment item installation.


3.01 PERFORMANCE:

A. Unless otherwise indicated, perform work in accordance with manufacturer's recommendations for BEST results. Do not omit any preparatory step or installation procedure unless specifically modified or exempted by the Contract Documents.

B. Install work in a neat and workmanlike manner.

3.02 PROTECTION:

A. The installer shall advise the Contractor in writing of recommended protections during the remainder of the construction period, so that the work will be without damage or deterioration, except for normal weathering, at the time of acceptance. Return to job frequently to assure that protection remains as recommended.


CLALLAM COUNTY PUD #1 SECTION 01 71 23 ENGINEERING/DISPATCH GENERATOR GRADES, LINES, AND LEVELS JOB NO. 12-23

01 71 23 – 1 / 1

PART 1 – GENERAL

1.01 SUMMARY: A. The Contractor is responsible for setting control points, lines, and levels as needed for

complete and accurate placement of the Work.

The Contractor shall be responsible for all layout of any work as needed to complete the Work.

B. The Contractor is responsible for maintaining the layout information and the control of the work utilizing whatever technical equipment necessary to construct the project as indicated on the plans.

C. Properly layout the work and provide lines and measurements for the work executed under the Contract Documents. Verify adjustments seemingly required due to existing adjoining improvements, good appearance, and to assure work is set to required levels and lines, with all construction plumb, level, true, square, and cut to fit.

D. Take necessary measurements as far in advance of required installations as possible. Verify measurements given on Drawings.

E. Report promptly to Architect variations or discrepancies. Verify incomplete or non-closing dimensions with Architect.

F. Take field measurements prior to preparation of shop drawings and fabrication where possible to ensure proper fitting of work. However, do not delay job progress; allow for adjustments and fitting wherever taking of field measurements before fabrication might delay the work.

PART 2 – PRODUCTS

(NOT USED)


3.01 INSTALLATION:

A. Refer to recommendations of manufacturers of products and systems utilized in the work. Comply with the recommendations for the use intended. Set all work to required levels and lines, plumb, level, true, square, and cut to fit.


CLALLAM COUNTY PUD #1 SECTION 01 73 29 ENGINEERING/DISPATCH GENERATOR CUTTING AND PATCHING JOB NO. 12-23

01 73 29 – 1 / 2

PART 1 – GENERAL

1.01 SUMMARY:

A. Contractor shall be responsible for cutting, fitting, and patching required to complete the Work or to: 1. Make its parts fit together properly. 2. Uncover portions of the Work to provide for installation of ill-timed Work. 3. Remove and replace defective Work. 4. Remove and replace Work not conforming to requirements of Contract Documents.

B. At areas of concrete patching, patch concrete as required to match surrounding concrete slab area.

C. Upon written instructions: 1. Uncover designated portions of the Work for observation of covered Work. 2 Remove Work to provide for alteration of fully or partially completed construction

previously installed.

1.02 SUBMITTALS:

A. Submit a written request to Architect prior to cutting, or alteration which affects fully or partially completed construction of the Owner or a separate contractor, or which may affect the structural safety of a portion of the project. Include the following: 1. Identification of the project. 2. Description of the affected construction. 3. The necessity for doing the cutting, or alteration. 4. The effect on fully or partially completed construction of the Owner or separate

contractor, or on structural integrity of the project. 5. Description of the Proposed Work:

a. The scope of cutting, patching, or alteration. b. Contractor and trades who will execute the Work. c. Product proposed to be used.

6. Alternatives to cutting, patching or alteration. 7. Designation of the responsibility for the cost of cutting and patching. 8. Written permission of separate contractors whose fully or partially completed

construction will be affected. B. Should conditions of the Work or the schedule indicate a change of products or methods

from the original installation, the Contractor shall submit a request for substitution as specified in Section 01 25 13.

C. Contractor shall submit a written notice to Architect designating the date and the time the Work will be uncovered.

CLALLAM COUNTY PUD #1 SECTION 01 73 29 ENGINEERING/DISPATCH GENERATOR CUTTING AND PATCHING JOB NO. 12-23

01 73 29 – 2 / 2

PART 2 – PRODUCTS

2.01 MATERIALS:

A. Comply with Specifications and Standards for each specific product involved.


3.01 INSPECTION:

A. Inspect existing conditions of the project, including elements subject to damage or to movement during:

1. Cutting and patching.

2. Earthwork.

B. After uncovering fully or partially completed construction, inspect conditions affecting installation of products or performance of the Work.

C. Report unsatisfactory or dubious conditions to the Architect in writing; proceed with the Work only after the Architect has provided further instructions.

3.02 PREPARATION:

A. Provide shoring, bracing and other support as necessary to assure the structural safety of that portion of the Work.

B. Provide devices and methods to protect other portions of the project from damage. C. Provide protection from the elements for that portion of the project that will be exposed by

cutting and patching. Maintain excavations free from water.

3.03 PERFORMANCE:

A. Execute cutting and demolition by methods that will assure safety, will prevent damage to other fully or partially completed construction, and will provide proper surfaces to receive repairs.

B. Execute excavating and backfilling by methods that will assure safety and will prevent settlement or damage to other fully or partially completed construction.

C. Execute fitting and adjustment of products to provide a finished installation to comply with specified products, functions, tolerances, and finishes.

D. Restore Work that has been cut or removed; install new products to provide completed Work in accordance with requirements of Contract Documents.

E. Refinish entire surfaces as necessary to provide an even finish to match adjacent finishes: 1. For continuous surfaces, refinish to nearest intersection. 2. For an assembly, refinish the entire unit.


CLALLAM COUNTY PUD #1 SECTION 01 74 23 ENGINEERING/DISPATCH GENERATOR CLEANING JOB NO. 12-23

01 74 23 – 1 / 2

PART 1 – GENERAL

1.01 SUMMARY:

A. Related Requirements Specified Elsewhere, Cleaning for Specific Products or Work: Specification Section for that work.

B. Maintain premises and public properties free from accumulations of waste, debris, and rubbish, caused by operations.

C. At completion of Work remove waste materials, rubbish, tools, equipment, machinery and surplus materials, and clean all sight-exposed surfaces; leave project clean and ready for occupancy.

1.02 QUALITY ASSURANCE

A. Standards: Maintain project in accordance with applicable safety and insurance standards.

B. Hazard Control: 1. Store volatile wastes in covered metal containers. 2. Provide adequate ventilation during use of volatile or noxious substances.

PART 2 – PRODUCTS

2.01 MATERIALS:

A. Use only cleaning materials recommended by manufacturer of surface to be cleaned. B. Use cleaning materials only on surfaces recommended by cleaning material

manufacturer.


3.01 DURING CONSTRUCTION:

A. Wet down dry materials and rubbish to lay dust and prevent blowing dust. B. At reasonable intervals during progress of Work clean site and public properties, and

dispose of waste materials, debris and rubbish. C. Remove waste materials, debris and rubbish from site and legally dispose of at public or

private dumping areas off Owner's property. E. Vacuum clean interior building areas when ready to receive finish painting, and continue

vacuum cleaning on an as-needed basis until building is ready for substantial completion or occupancy.

F. Handle materials in a controlled manner with as few handlings as possible; do not drop or throw materials from heights.

CLALLAM COUNTY PUD #1 SECTION 01 74 23 ENGINEERING/DISPATCH GENERATOR CLEANING JOB NO. 12-23

01 74 23 – 2 / 2

G. Protect all finish materials and finishes.

3.02 FINAL CLEANING:

A. Employ experienced workers, or professional cleaners, for final cleaning. B. In preparation for substantial completion or occupancy, conduct final inspection of sight-

exposed interior and exterior surfaces, and of concealed spaces. C. Remove grease, dust, dirt, stains, labels, and other foreign materials from exposed

interior and exterior finished surfaces.

D. Remove putty, paint, labels, lubricants, etc. from windows, mirrors, and sash, and then polish, taking care not to scratch glass.

E. Repair, patch and touch up marred surfaces to specified finish, to match adjacent surfaces. Refinish entire wall where a portion of surface has been marred or is not acceptable.

F. Maintain cleaning of project or portions thereof until occupied by the Owner.


CLALLAM COUNTY PUD #1 SECTION 01 77 19 ENGINEERING/DISPATCH GENERATOR CONTRACT CLOSEOUT JOB NO. 12-23 REQUIREMENTS

01 77 19 – 1 / 5

PART 1 – GENERAL

1.01 SECTION INCLUDES:

A. Comply with requirements stated in General Conditions of the Contract and in Specifications for administrative procedures in closing out the Work for each phase and entire work.

1.02 RELATED SECTIONS: A. Coordinate related requirements specified in other parts of the Project Manual, including

but not limited to the following:

Fiscal provisions, liquidated damages (as applicable), legal submittals, and additional administrative requirements agreed upon between Owner and Contractor. Section 01 74 23 – Cleaning Section 01 78 23 - Operating and Maintenance Data Section 01 78 36 - Warranties and Bonds Section 01 78 39 - Project Record Documents Section 01 79 00 - Demonstration and Training Closeout Submittals Required of Respective Specification Sections

1.03 PREREQUISITES TO SUBSTANTIAL COMPLETION

A. General: Prior to requesting Architect's inspection for certification of Substantial Completion (for either entire Work or portions thereof), complete the following and list known exceptions in request for each phase of construction:

1. In progress payment request coincident with or first following date claimed, show 100% completion for portion of Work claimed as Substantially Complete, and list incomplete items, value of incompletion, and reasons for being incomplete.

2. Include supporting documentation for completion as indicated in these Contract Documents.

3. Submit a statement showing accounting of changes to the Contract Sum. 4. Advise Owner of pending insurance change-over requirements.

5. Submit specific warranties, workmanship/maintenance bonds, maintenance agreements, final certifications and similar documents.

6. Obtain and submit releases enabling Owner's full and unrestricted use of the Work and access to services and utilities, including occupancy permits, operating certificates, and similar releases.

7. Submit record as-built drawings, maintenance manuals, and similar final record information.

8. Deliver tools, spare parts, extra stock of materials, and similar physical items to the Owner.

9. Make final change over of locks and transmit keys to the Owner and advise Owner's personnel of changeover in security provisions.


01 77 19 – 2 / 5

10. Complete start up testing of systems, and instruction of Owner's operating/maintenance personnel. Discontinue or change over and remove from project site temporary facilities and services, along with construction tools and facilities, mock-ups, and similar elements.

11. Complete final cleaning requirements, including touch-up of marred surfaces.

12. Provide a statement, in a form satisfactory to the Owner, that all items for which previous Progress Statements were submitted have been paid, including data supporting discounts available to Owner; releases through the end of the prior month of all lien rights from all subcontractors and others performing work or supplying materials, the form of such lien releases to be satisfactory to Owner; the full and complete release, in form and content acceptable to Owner, from any subcontractor of all lien rights arising out of or in connection with its particular subcontract, if the Progress Statement includes the making of final payment to that subcontractor; and such other documents and data as may be required by Owner.

B. Inspection Procedures: Upon receipt of Contractor's request, Architect will either proceed with inspection or advise Contractor of prerequisites not fulfilled. Following initial inspection, Architect will either prepare certificate of Substantial Completion, or advise Contractor of work which must be performed prior to issuance of certificate; and repeat inspection when requested and assured that work has been substantially completed. Results of completed inspection will form initial "punch list" for final acceptance.

1.04 PREREQUISITES TO FINAL ACCEPTANCE:

A. General: Prior to requesting Architect's final inspection for certification of final acceptance and final payment, as required by the General Conditions, complete the following and list known exceptions (if any) in request:

1. Submit final payment request with final releases and supporting documentation not previously submitted and accepted. Include completed certificates of insurance for products and completed operations where required.

2. Submit updated final statement, accounting for additional (final) changes to Contract Sum.

3. Submit a signed copy of Architect's final punch list of itemized work to be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance, endorsed and dated by Architect.

4. Submit final meter readings for utilities, measured record of stored fuel, and similar data as of time of Substantial Completion or when Owner took possession of and responsibility for corresponding elements of the Work.

5. Submit consent of Surety to final payment.

6. Submit final liquidated damages settlement statement, acceptable to the Owner.

7. Revise and submit evidence of final, continuing insurance coverage complying with insurance requirements.

8. Submit to Owner releases from State Department of Revenue, State Department of L. and I., and State Employment Security Department.


01 77 19 – 3 / 5

9. Submit to Owner a Final Affidavit of Wages Paid. B. Re-inspection Procedure: Upon receipt of Contractor's notice that Work has been

completed, including punch list items resulting from earlier inspections, and excepting incomplete items delayed because of unacceptable circumstances, Architect will re-inspect work. Upon completion of re-inspection, Architect will either prepare certificate of final acceptance or advise Contractor of work not completed or obligations not fulfilled as required for final acceptance. If necessary, procedure will be repeated.

1. When Architect finds the Work acceptable under the Contract Documents, he requests Contractor to make closeout submittals.

1.05 RE-INSPECTION FEES:

A. Should Architect/Engineer perform re-inspection due to failure of the Work to comply with completion status claimed by the Contractor:

1. Owner will compensate Architect/Engineer for each additional service at the Architect's/Engineer's standard hourly billing rate; and deduct Architect's/Engineer's compensation from Contractor's final payment.

1.06 CONTRACTOR'S CLOSEOUT SUBMITTALS TO ARCHITECT:

A. Show evidence of compliance with requirements of the following: 1. Governing authorities, as required by Governing Agencies. 2. Project Record Documents: To requirements of Section 01 78 39. 3. Payment and Release of Liens: To requirements of Owner. 4. Warranties and Bonds: To requirements of Section 01 78 36. 5. Keys and Keying Schedule: To requirements of Section 08 70 00. 6. Operating & Maintenance Manuals: To requirements of Section 01 78 23.

1.07. FINAL ADJUSTMENT OF ACCOUNTS:

A. Submit a final statement of accounting to Architect. B. Reflect all adjustments to Contract Sum. Indicate the following:

1. The original Contract Sum. 2. Additions and deductions resulting from:

a. Previous Change Orders. b. Alternates. c. Unit Prices. d. Deductions for uncorrected work. e. Other adjustments.

3. Total Contract Sum, as adjusted. 4. Previous Payments.


01 77 19 – 4 / 5

5. Sum remaining due.

1.08 FINAL APPLICATION FOR PAYMENT:

A. Submit final Application for Payment in accordance with procedures and requirements of the Contract and General Conditions and other requirements of the Owner.

1.09 CORRECTION OF WORK DURING GUARANTEE PERIOD

A. Corrections: Where items on the Architect's "Punch List" have not been corrected prior to expiration of the specified guarantee period, it shall nevertheless be the responsibility of the Contractor to permanently correct said items after the specified guarantee period, and the Contract shall not be fully performed until such permanent corrections are made.

B. Guarantee Period: All corrective work performed by the Contractor in remedying defective work during the guarantee period following the Owner's acceptance of the project shall be subject to the same guarantee requirements of the original work for a period as specified for the original work, from the date of completion of the corrective work. Further, the Contractor shall pay to the Owner for the Architect the amounts noted in paragraph 1.05 for inspections to assure performance of remedial work in accordance with Contract Documents. Such payment shall be immediately reimbursed to the Architect upon receipt by the Contractor of an itemized billing.

1.10 PROJECT CLOSE-OUT PROCEDURES CHECKLIST:

A. The contractor shall provide those items so specified as his responsibility as follows:

RESPONSIBILITY :

Contractor 1. Preliminary Punch List.

Contractor 2. 100% Completion of Specification Requirements

a. Clean-up. b. Guarantees & Warranties. c. Test Results d. As-Built Dwgs. by Contractor To Architect. e. Maintenance & Instruction Manuals. f. Keying Schedules.

Architect 3. Final Punch List.

Architect 4. Certificate of Substantial Completion.

Owner 5. At Substantial Completion or Final Acceptance, accept responsibility for:

a. Insurance b. Utilities

Contractor 6. Final Billing/100% (all items complete)

Contractor 7. Final Lien Releases

Contractor 8. Certificate of Payment of B&O Tax.


01 77 19 – 5 / 5

Architect 9. Letter to Owner recommending Acceptance.

Owner 10. Final Acceptance Letter identifying warranty date.

Contractor 11. Cert. of Occupancy issued by Permit Agency.

Contractor 12. Certificate of Compliance

Contractor 13. Affidavit of Payment of Debts and Claims - (AIA G706).

Contractor 14. Affidavit of Release of Liens - (A1A G706A).

Contractor 15. Certificate of State Sales Taxes Paid.

Contractor 16. Consent of Surety to Final Payment - (AIA G707)

Owner 17. Notice of Completion & Acceptance.

1.11 CERTIFICATE OF COMPLIANCE

A. No final payment shall be made until the Contractor shall file with the Owner prior to acceptance of the work, a Certification of Compliance and release of liens in forms substantially as follows: 1. I (we) hereby certify that all work has been performed and materials supplied in

accordance with the plans, specifications and contract documents for the construction of the Clallam County PUD #1 Substation Department Shop and that: a. There have been no unauthorized substitutions of subcontractor; nor

have any subcontracts been entered into without the names of the subcontractors having been submitted to the Architect prior to the start of such subcontracted work;

b. No subcontract was assigned or transferred or performed by any subcontractor other than the original subcontractor, without prior notice having been submitted to the Architect together with the names of all subcontractors;

c. All claims for material and labor and other services performed in connection with the contract documents have been paid; and for those claims for which liens have been filed, a release of lien has been filed with the Owner;

d. All moneys due the State Industrial Accident Fund, the State Unemployment Compensation Trust Fund, the State Department of Revenue, hospital associations and/or others have been paid, as required under the contract;

e. The nature and source of all off-shore items in excess of Two Thousand Five Hundred Dollars ($2,500.00) utilized in the performance of this project have been reported;

f. All provisions of nondiscrimination as called for in the contract documents have been complied with.


CLALLAM COUNTY PUD #1 SECTION 01 78 23 ENGINEERING/DISPATCH GENERATOR OPERATION AND MAINTENANCE JOB NO. 12-23 DATA

01 78 23 – 1 / 2

PART 1 – GENERAL

1.01 SUBMITTALS:

A. Present full details for care and maintenance of all building products, equipment, and systems. Refer also to specific requirements of the following divisions: 1. Electrical Equipment, Divisions 26.

B. Submit before inspection for Substantial Completion: A complete electronic copy (PDF fiormat) and one (1) complete bound copy for review. Comments and corrections will be returned for completion of final assembly.

C. Refer to 01 79 00 Demonstration and Training. Operating and maintenance data shall constitute the basis of instruction and training for Owner’s operating personnel.

D. Submit before inspection for final acceptance: Three (3) corrected and complete bound copies and one final electronic copy in PDF format.

1.02 OPERATING AND MAINTENANCE DATA:

A. Bind instruction books with 3-ring, 8-1/2 inch x 11 inch side binders with plastic covers with tabs and index.

B. Directories: 1. Supplier Directory: Alphabetical list of principal subcontractors and suppliers of

equipment giving name, address, and telephone number. 2. Equipment Directory: List of equipment installed such as fans, air supply units,

pumps, heating and cooling equipment, etc., giving Drawing reference numbers, location, area served, manufacturer with model number, and supplier.

3. Control or Valve Tag Directory. C. Manufacturer's Literature:

1. Show name, address and phone number of the nearest service facility authorized by the manufacturer.

2. Include illustrations, diagrams, instructions for installation, start-up, operation, inspections, maintenance, parts list, data sheets, and other necessary materials.

3. Include complete electrical, schematic and connection diagrams for each equipment item.

4. Include the name, address and phone number of Contractor(s) who furnished and who installed equipment and systems.

5. Where the literature covers more than one model, check off neatly in ink correct model number and data for the model number.

6. In those instances where the equipment, its mode of control, or both, is job-assembled for special functions, then provide written operating and maintenance instructions, prepared by the assembler, on 8-1/2" x 11" sheets.

CLALLAM COUNTY PUD #1 SECTION 01 78 23 ENGINEERING/DISPATCH GENERATOR OPERATION AND MAINTENANCE JOB NO. 12-23 DATA

01 78 23 – 2 / 2

D. Maintenance Instructions: 1. Where instructions for maintenance are not included in the manufacturer's

literature, provide supplemental data to enable proper maintenance of the equipment installed.

2. Include specific lubrication methods and recommended frequencies along with procedures and precautions for inspection and routine service.

PART 2 – PRODUCTS

( NOT USED )


( NOT USED )


CLALLAM COUNTY PUD #1 SECTION 01 78 36 ENGINEERING/DISPATCH WARRANTIES JOB NO. 12-23

01 78 36 – 1 / 3

PART 1 – GENERAL

1.01 SECTION INCLUDES:

A. Compiling specified certificates, warranties, any bonds, and the like. B. Compiling any specified services and maintenance contracts. C. Co-execute submittals when so specified. D. Review submittals to verify compliance with Contract Documents.

1. Submit to Architect on Contractor's letterhead prior to final payment. Architect reviews and transmits to Owner.

1.02 RELATED SECTIONS:

A. Coordinate related requirements specified in other parts of the Project Manual, including but not limited to following: Section 01 77 19 - Contract Closeout Requirements; Section 01 78 23 - Operation and Maintenance Data; Other - Each respective Section as required.

1.03 SUBMITTAL REQUIREMENTS:

A. Assemble executed certificates, warranties, bonds, and any required service and maintenance contracts from the respective Manufacturers, suppliers and subcontractors. Provide a separate Warranty binder.

B. Number of original signed copies required: Two (2) each.

C. Contents: Neatly type Table of Contents in orderly sequence. Then provide complete information for each item following (as applicable): 1. Product or work item; 2. Firm, with name of principal, address, and telephone number; 3. Description of Warranty and Bond (as applicable).

4. Date for the beginning of warranty or service and maintenance contract; duration of warranty or service and maintenance contract;

5. Information for Owner's personnel, including proper procedure in case of failure; a. Instances that might affect validity of warranty or bond.

6. Contractor, name of responsible principal, address, and telephone number.

1.04 FORM OF SUBMITTALS:

A. Prepare in duplicate packets conforming to following requirements.

1. Size: 8-1/2" x 11" punched sheets for 3-ring binder. Fold larger sheets to fit into binders.


01 78 36 – 2 / 3

2. Binders: Commercial quality, three-ring, with durable and cleanable plastic covers. 3. Covers: Identify each packet with typed or printed title "WARRANTIES” and

showing: a. Title of Project: and b. Name of Contractor.

B. Format/Warranties/Guarantees:

1. In addition to guarantees required by "General Conditions of Contract", furnish written guarantees warranting certain portions of work for longer periods.

2. Address them to Owner.

3. Submit through Architect on Contractor's letterhead before final payment and acceptance of work by Owner.

4. Where more than one subcontractor is involved, submit guarantee for each. a. Form of Guarantee:

1.) I (We), (insert the name of contractor), certify (insert name of trade or portion of work being guaranteed) installed by (insert name of appropriate subcontractor) on (insert name of job) located at (insert street address or location), is performed in strict accordance with Contract Documents. Further, I (we) guarantee this work to be (watertight, and without leaks) (other) caused by defects in materials and workmanship, for (fill in specific required guarantee period) years from (date of substantial completion), and will repair, or replace, without delay, any defects in materials and workmanship discovered within guaranty period. Name or Contractor/responsible principal Address / Telephone Number Signed by Owner, Partner, or other person authorized to commit firm.

1.05 TIME OF SUBMITTALS:

A. For equipment or component parts of equipment put into service during progress of construction: 1. Submit documents within ten days after final inspection and acceptance; or:

a. Otherwise make submittals within ten days after Date of Substantial Completion, prior to final request for payment.

B. For items of work, where acceptance is delayed materially beyond the date of Substantial Completion, provide updated submittal within ten days after acceptance. List the date of acceptance as the start of the warranty period.

1.06 START OF WARRANTIES:

A. Warranty periods are to begin on the date of Substantial Completion of the work.


01 78 36 – 3 / 3

1.07 SUBMITTALS REQUIRED:

A. Submit certificates, warranties and any bonds, and service and maintenance contracts specified in respective Specification Section. If you are an out-of-the-area Contractor, indicate name of local firm responsible for any work required during one-year Guarantee Period.

1.08 CORRECTIVE MEASURES, REMOVALS, REPLACEMENT INSTALLATIONS, AND THE LIKE

A. Take whatever necessary measures (as required of you by the Architect) to bring Work into accordance with requirements. Coordinate work to be performed at Owner's convenience and least interruption and disruption of his business.


CLALLAM COUNTY PUD #1 SECTION 01 78 39 ENGINEERING/DISPATCH GENERATOR RECORD DOCUMENTS JOB NO. 12-23

01 78 39 – 1 / 1

PART 1 – GENERAL

1.01 MAINTENANCE OF DOCUMENTS:

A. Maintain at Jobsite, one copy of: Contract Drawings, Specifications, Addenda, Reviewed Shop Drawings, Change Orders, Other Modifications to Contract and Field Test Records.

B. Store documents apart from documents used for construction. C. Maintain documents in clean, dry, legible condition. D. Make documents available at all times for inspection by Architect.

1.02 RECORDING:

A. Label each document "PROJECT RECORD" in 2-inch high printed letters. B. Keep record documents current. Do not permanently conceal any work until required

information has been recorded. C. Legibly mark Contract Drawings to record actual construction; including:

1. Depths of various elements of foundation in relation to survey datum

2. Locations of underground items, with dimensions to building walls and corners; relate elevations to building datum.

1.03 SUBMITTALS:

A. Make available to Architect upon request, each month, an as-built print showing work installed during the previous month.

B. At completion of project, neatly transfer changes to a clean reproducible copy of the original drawings, supplied by the Contractor, and deliver to the Architect. Supplemental information may be required if drawing record is incomplete or unclear.

C. Accumulate 3 copies of record data into three (3) 3-ring vinyl binders with suitable indexing. Include the following: 1. Guarantees and warranties. 2. List of subcontractors and material suppliers, with addresses, phone numbers

and names of individuals to contact. 3. Original copies of all permits, inspection records, testing reports, and other such

documents.

4. Other project data printed on 11-inch high paper.

Provide separate binders for these Record Documents. D. Refer to Section 01 78 23 for separate submittal requirements for Operations and

Maintenance information binders.


CLALLAM COUNTY PUD #1 SECTION 01 79 00 ENGINEERING/DISPATCH GENERATOR DEMONSTRATION AND TRAINING JOB NO. 12-23

01 79 00 – 1 / 1

PART 1 – GENERAL

1.01 SUMMARY:

A. Instruct and train operating personnel in the operation and maintenance of electrical systems and other equipment provided in each project.

B. Refer to individual specification sections for additional demonstration and training requirements.

1.02 TIME OF SUBMITTAL:

A. Submit training materials and instruction schedule to the Architect and Owner at least 30 days prior to start of formal maintenance training classes.

B. Arrange mutually agreeable dates for receiving training with the Owner within the thirty-day period preceding Substantial Completion.

1.03 TYPE OF TRAINING:

A. Instruction shall be on-the-job. B. Provide the services of competent Contractors' or manufacturers' engineers and qualified

maintenance personnel to adequately train designated persons in the proper operation and maintenance of all mechanical and electrical systems.

C. The Operating and Maintenance Manuals prepared by the Contractor, manufacturer's literature of the actual equipment installed and copies of approved posted operating instructions shall be used as a basis for the training.

D. Time Period of Training: As specified in the various Specification Sections, or longer as required to fully instruct Owner's designated operation and maintenance personnel in the operation, adjustment and maintenance of all products, equipment and systems. 1. Operating and maintenance manual shall constitute the basis of instruction. 2. Review contents of manual with personnel in full detail to explain all aspects of

operations and maintenance. E. Video Record: Record each training session on DVD disk and provide Owner with two

copies of DVD record of complete training sessions and information. Also provide any and all video information available from manufacturers of mechanical and electrical equipment.

1.04 CERTIFICATION:

A. The Contractor will obtain written proof from the Owner that training has been performed, with dates and names of persons attending; Owner will not unreasonably withhold this proof.


CLALLAM COUNTY PUD #1 SECTION 02 41 13 ENIGINEERING/DISPATCH GENERATOR SELECTIVE SITE DEMOLITION JOB NO. 12-23

02 41 13 – 1 / 2

PART 1 GENERAL

1.01 SECTION INCLUDES A. Asphalt Pavement Removal

B. Concrete Sidewalk Removal

C. Concrete Curb Removal

D. Generator Removal

1.02 REFERENCES A. Washington State Department of Transportation (WSDOT) Standard Specifications for

Road, Bridge, and Municipal Construction (current edition).

PART 2 EXECUTION

2.01 EXAMINATION A. Carefully investigate site condition and confirm that asphalt, sidewalk and curbing conditions

are as shown on the drawings.

2.02 SIDEWALK REMOVAL A. Concrete sidewalk shall be removed in accordance with Section 2-02 of the Standard

Specifications, the Plans and these Specifications.

B. A full depth vertical saw cut shall be made between any existing concrete sidewalk that is to remain and the portion that is to be removed.

C. All waste material associated with asphalt removal shall be removed and disposed of off site by the Contractor.

D. The Contractor shall at no additional expense to the Owner replace any existing concrete sidewalk designated to remain that is damaged during the life of the project.

2.03 ASPHALT REMOVAL A. Asphalt pavement shall be removed in accordance with Section 2-02 of the Standard


B. A full depth vertical saw cut shall be made between any existing pavement that is to remain and the portion that is to be removed.

C. All waste material associated with asphalt removal shall be removed and disposed of off site by the Contractor.

D. The Contractor shall at no additional expense to the Owner replace any existing pavement designated to remain that is damaged during the life of the project.

CLALLAM COUNTY PUD #1 SECTION 02 41 13 ENIGINEERING/DISPATCH GENERATOR SELECTIVE SITE DEMOLITION JOB NO. 12-23

02 41 13 – 2 / 2

2.04 CONCRETE CURBING REMOVAL A. Concrete curbing shall be removed in accordance with Section 2-02 of the Standard


B. A full depth vertical saw cut shall be made between any existing curbing that is to remain and the portion that is to be removed.

C. The existing curbing may contain rebar. This rebar is to be cut between any existing curbing and the portion that is to be removed.

D. All waste material associated with curbing removal shall be removed and disposed of off site by the Contractor.

E. The Contractor shall at no additional expense to the Owner replace any existing concrete curbing designated to remain that is damaged during the life of the project.

2.05 GENERATOR REMOVAL A. Existing generator to be removed and salvaged. Contractor to salvage the generator in a

manner that the generator remains in an operable condition.

B. The existing generator will remain the property of the Owner. Contractor is to coordinate relocation with the Owner. The Contractor is responsible for the relocation of the generator.

2.06 FIELD QUALITY CONTROL A. Coordinate with the Engineer if there are discrepancies with the approved contract

documents and existing utility locations and elevations in the field.


CLALLAM COUNTY PUD #1 SECTION 03 30 13 ENGINEERING/DISPATCH GENERATOR SITE CONCRETE JOB NO. 12-23

03 30 13 – 1 / 2

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Concrete curb and gutters

B. Concrete Sidewalk

1.02 RELATED SECTIONS

A. Section 321216 – Asphalt Paving

1.03 REFERENCES

A. Washington State Department of Transportation (WSDOT) Standard Specifications for Road, Bridge, and Municipal Construction (current edition).

1.04 SUBMITTALS

A. Product data for materials and items including reinforcement and forming accessories, admixtures, jointing systems, curing compounds, finish materials, and others requested by the Engineer.


A. Contractor shall have a minimum of five years of experience specializing in constructing concrete curbs and sidewalks and must be willing to provide past performance references if requested by the Engineer.

PART 2 PRODUCTS

2.01 GENERAL

A. Concrete materials shall be in accordance with Section 5-05.2 of the WSDOT Standard Specifications and as detailed below.

B. All concrete shall be batched in a prequalified plant as described in Section 6-02.3(4)A of the WSDOT Standard Specifications.

C. Admixtures for concrete shall comply with Section 9-23.6 of the WSDOT Standard Specifications.

D. Concrete curing compound shall comply with Section 9-23.2 of the WSDOT Standard Specifications

E. Concrete for curb and gutters shall be in accordance with Section 8-04.3(1) of the WSDOT Standard Specifications.

F. Concrete for sidewalks shall be in accordance with Section 8-14.3 of the WSDOT Standard Specifications.

CLALLAM COUNTY PUD #1 SECTION 03 30 13 ENGINEERING/DISPATCH GENERATOR SITE CONCRETE JOB NO. 12-23

03 30 13 – 2 / 2

PART 3 EXECUTION

3.01 EXAMINATION

A. Carefully investigate site condition and confirm that grading is to the correct elevation. The foundation under the concrete shall be shaped and compacted to a firm even surface conforming to the section shown in the Plans. All soft and yielding material shall be removed and replaced with acceptable material.

3.02 PREPARATION

A. Set up temporary construction stakes and string lines off of existing curb/sidewalk elevations.

3.03 CONCRETE CURB AND GUTTER / VALLEY GUTTER

A. Construct concrete curb and gutter to the dimensions shown in the drawings.

B. Concrete curbs shall be constructed in accordance with the plans and with Section 8-04.3(1) of the WSDOT Standard Specifications.

3.03 CONCRETE SIDEWALK

A. Construct concrete sidewalk to the dimensions shown in the drawings.

B. Concrete sidewalk shall be constructed in accordance with the plans and with Section 8-04.3(1) of the WSDOT Standard Specifications.


CLALLAM COUNTY PUD #1 SECTION 06 10 00 ENGINEERING/DISPATCH GENERATOR ROUGH CARPENTRY JOB NO. 12-23

06 10 00 – 1 / 3

PART 1 - GENERAL

1.01 SECTION INCLUDES A. Work of this Section includes all wood framing and other related work indicated on the

drawings.

1.02 REFERENCE STANDARDS

A. American Soft Wood Lumber Standard PS 20-10, American Lumber Standard Committee, Inc., P.O. Box 210, Germantown, MD 20875-0210.

B. American Wood Preservers Bureau, P.O. BOX 6085, 2772 South Randolph Street Arlington, VA 22206

C. Western Wood Products Association, 522 SW Fifth Ave. Suite 500, Portland, Oregon 97204-2122.

D. West Coast Lumber Inspection Bureau, P.O. Box 20135, Portland, Oregon 97281

1.03 SUBMITTALS A. Submit the following certifications, which will not be returned unless an error is observed:

1. Pressure Treated Wood: State chemicals and process used, net amount of salts retained and conformance with applicable standards.

2. Preservative Treated Wood: Moisture content was reduced to 19% maximum, after treatment.

1.04 QUALITY ASSURANCE A. Grade Marks: Identify all wood materials by official grade mark.

1. Lumber: Grade stamp to contain symbol of grading agency, mill number or name, grade of lumber, species grouping designation, and condition of seasoning at time of manufacture.

2. Softwood Plywood: Show Type, Grade, Class and Identification Index; and Inspection and Testing Agency Mark.

B. Requirements of regulatory agencies: 1. Preservative Treated Lumber and Plywood: American Wood Preservers Bureau,

Quality Mark. 2. Pressure Treated Material: American Wood Preservers Bureau Standards.

1.05 DELIVERY, STORAGE, AND HANDLING A. Immediately upon delivery to jobsite, place materials in area protected from weather. B. Store materials at least 6 inches above ground on framework of blocking and cover with

protective waterproof covering providing for adequate air circulation or ventilation. C. Do not store seasoned materials in wet or damp portions of building. D. Protect sheet materials from corners breaking and damaging surfaces while unloading.


06 10 00 – 2 / 3

PART 2 - PRODUCTS

2.01 MATERIALS: A. Lumber: WCLIB or WWPA Rules, Coast Region Douglas Fir.

1. Dimensions: Specified lumber dimensions are nominal. Provide lumber of same nominal dimension with the same actual dimension, after surfacing.

2. Moisture Content: Kiln dried; 19% maximum at time of permanent closing in of building or structure, for lumber 2 inch or less nominal thickness.

3. Surfacing: Surface four sides (S4S), unless specified otherwise. B. Plywood / OSB: Comply with Product Standard 1.

1. Provide exterior graded plywood where preservative treated materials are required or where edge or surface is permanently exposed to weather.

2. Provide APA Rated AC grade Group 1 sanded plywood with exterior glue at interior locations where exposed.

C. Preservative Treated Wood Products:

1. Preservative Treatment by Pressure Process: AWPA Standard U1.

2. Mark each treated item with treatment quality mark of an inspection agency approved by the American Lumber Standards Committee Board of Review.

3. Application: Treat items indicated on Drawings, and the following:

a. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete.

b. Wood floor plates that are installed over concrete slabs directly in contact with earth.

D. Shims and Spacers: 1. Shims: Tapered, matching pairs of hardwood or cedar blocks. 2. Spacers: Tempered hardboard or C-C plywood. 3. Minimum Width: 2 inch. 4. Dip in zinc or copper azole ("Cuprinol" or "Wolman") before installation.

E. Fasteners, Anchorages, and Accessories: 1. Manufacturer: Simpson Strong Tie Co. Inc., KC Metal Products, Inc.

Southeastern Metals Manufacturing Co. Inc., or approved equal. 2. Provide size, type, material, and finish suited to application shown. Provide

metal hangers and framing anchors of size and type recommended for intended use by manufacturer. Provide hot-dip galvanized fasteners, anchorages, and accessories.

PART 3 - EXECUTION

3.01 EXAMINATION


06 10 00 – 3 / 3

A. Verify that surfaces to receive rough carpentry materials are prepared to exact grades and dimensions.

B. Provide uniform and even bearing on supports under load-bearing members.

3.2 INSTALLATION A. Use preservative treated wood products for wood materials for permanent construction

at all exposed framing and where resting on concrete, masonry or roofing, as otherwise indicated, or as required.

B. Fit members closely and set accurately to required lines and levels, secure rigidly in place.

C. Secure with sufficient and appropriate fasteners to insure rigidity. D. Blocking: Locate as required for installation of finishing materials, fixtures, specialty

items and trim. E. Install rough carpentry work to comply with the International Building Code, "Manual of

House Framing" by National Forest Products Assoc,. (N.F.P.A.) and recommendations of American Plywood Association (APA), unless otherwise indicated. For sheathing, underlayment and other products not covered in the above standards, comply with recommendations of manufacturer of product involved for use intended. Set carpentry work to required levels and lines, with members plumb and true and cut to fit.


CLALLAM COUNTY PUD #1 SECTION 07 92 00 ENGINEERING/DISPATCH GENERATOR JOINT SEALANTS JOB NO. 12-23

07 92 00 – 1 / 4

PART 1 - GENERAL

1.01 SECTION INCLUDES A. Work of this section includes sealant and caulking systems necessary to close finishes,

joints, and openings at electrical conduit penetrations and other locations as needed, using proven detail and installation.

1.02 SUBMITTALS A. Submit the following in accordance with Section 01 33 23 - Submittals.

1. Product Data: Include manufacturer's specifications and installation instructions for each type of sealant and caulking needed for complete installation.

1.03 QUALITY ASSURANCE A. Installer: An experienced Installer shall perform Work of this section.

1. Installer shall regularly and presently furnish and install sealant and caulking systems and products as one of their principal services.

1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver sealant products to job in manufacturer's original, unopened dated containers.

1.05 PROJECT CONDITIONS A. Conditions of Other Work:

1. The installer must examine the joint surfaces, backing, and anchorage of units forming sealant rabbet, and the conditions under which the sealant work is to be performed, and notify the Contractor of conditions detrimental to the proper and timely completion of the work and performance of the sealants.

2. Do not proceed with the sealant work until unsatisfactory conditions have been corrected in a manner acceptable to the installer.

B. Statement of Non-Compliance: Where it is necessary to proceed with the installation of sealants or caulking compounds under conditions which do not fully comply with the requirements (because of time schedule or other reasons which the Contractor determines to be crucial to the project), prepare a written statement for the Owner's record (with copies to the Contractor and Architect) indicating the nature of non-compliance, the reasons for proceeding, the precautionary measures taken to ensure the best possible work, and the names of the individuals concurring with the decision to proceed with the installation.

PART 2 - PRODUCTS

2.01 GENERAL

A. Colors: For exposed materials, provide sealant color to match adjacent surfaces and material, as selected by Architect from manufacturer's standard or special colors. For concealed materials, provide the natural color that has the best overall performance characteristics.


07 92 00 – 2 / 4

B. Hardness: Provide materials as recommended by manufacturer for climate conditions and application exposure, unless otherwise indicated.

C. Modulus of Elasticity: Provide the lowest available modulus of elasticity which is consistent with exposure to weathering, indentation, vandalism, abrasion, support of loading, and other requirements.

D. Compatibility: Before purchase of each required material, confirm its compatibility with each other material it will be exposed to in the joint system.

E. Size and Shape: As recommended by the manufacturer for the type and condition of joint, and for the indicated joint performance or movement.

F. Grade of Sealant: For each application, provide the grade of sealant (non-sag, self-leveling, no-track, knife grade, preformed, etc.) as recommended by the manufacturer for the particular condition of installation (locations, joint shape, ambient temperature, and similar conditions), to achieve the best possible overall performance. Grades specified herein are for normal conditions for installation.

2.02 SEALANT AND CAULKING MATERIALS

A. Elastomeric sealant or caulking: Provide at joints in material finishes and at openings.

B. Provide manufacturer's standard multi-part chemically curing non-sag sealant which complies with ASTM C 920 Type M, Grade NS, Class 25, Uses NT, M, G, A and, as applicable to joint surfaces encountered.

1. Acceptable Manufacturers and Products:

a. Tremco "Dymeric".

b. Sonneborn, "Sonolastic NP2".

c. Mameco "Vulkem" 922.

2. Other Manufacturers: Submit Substitution Request, complying with requirements of Section 01 25 13.

C. Acrylic Latex Joint Sealants: Provide at interior locations.

1. Provide one-part, non-sag, mildew-resistant, sealant complying with ASTM C 834, formulated to be paintable and recommended for exposed interior applications involving joint movement of not more than 7.5 percent from installed dimension.

2. Acceptable Manufacturers and Products:

a. Chem-Caulk 600; Bostik.

b. Tremco Acrylic Latex Caulk; Tremco.

c. Sonolac; Sonneborn.


D. Expanding Foam Sealant:

1. Provide a multi-purpose polyurethane or latex polymer foam sealant suitable for filling and sealing concealed spaces, cracks and gaps.


07 92 00 – 3 / 4

a. Products shall be flexible and moldable after application.

b. Products shall resist pest and rodent infiltration.

c. Products shall be concealed from view by finishes, trim, or other sealant or caulking products.

2. Acceptable Manufacturers and Products: DAP Products, DAPtex Latex Sealant; Convenience Products, Touch 'n Foam latex Formula; Dow Chemical Co., Great Stuff Pro; or approved equal


E. Fire caulking:

1. Provide fire caulking to seal all penetrations of fire-rated construction.

2. The firestopping caulk shall be a one-part, intumescent, latex elastomer and shall be capable of expanding a minimum of 3 times at 1000°F. The material shall be thixotropic and be applicable to overhead, vertical and horizontal firestops. The caulk shall be listed by independent test agencies such as UL or FM and be tested to, and pass the criteria of, ASTM E 814 Fire Test, tested under positive pressure. It shall comply with the requirements of the NEC (NFPA-70), BOCA, ICBO, SBCCI and NFPA Code #101.

2. Acceptable Manufacturers and Products: 3M Fire Barrier CP 25WB+Caulk or approved equal.

3. Substitute non-intumescent caulk where expansion of material may interfere with dampers or other moveable equipment.


2.03 MISCELLANEOUS MATERIALS

A. Joint Cleaner: Provide the type of joint cleaning compound recommended by the sealant or caulking compound manufacturer, for the joint surfaces to be cleaned.

B. Joint Primer/Sealer: Provide the type of joint primer/sealer recommended by the sealant manufacturer, for the joint surfaces to be primed or sealed.

C. Bond Breaker Tape: Polyethylene tape or other plastic tape as recommended by the sealant manufacturer, to be applied to sealant-contact surfaces where bond to the substrate or joint filler must be avoided for proper performance of sealant. Provide self-adhesive tape wherever applicable.

D. Sealant Back-up Rod: Compressible rod stock of polyethylene foam, polyethylene jacketed polyurethane foam, butyl rubber foam, neoprene foam or other flexible, permanent, durable non-absorptive material as recommended for compatibility with sealant by the sealant manufacturer. Provide size and shape of rod which will control the joint depth for sealant placement, break bond of sealant at bottom of joint, form optimum shape of sealant bead on back side, and provide a highly compressible backing to minimize the possibility of sealant extrusion when joint is compressed.

PART 3 - EXECUTION


07 92 00 – 4 / 4

3.01 PREPARATION: A. Clean joint surfaces as recommended by sealant manufacturer. Provide bond-breaker or

separator between sealant and joint filler, wherever recommended by manufacturer and wherever sealant is not compatible with joint filler.

B. Prime or seal the joint surfaces wherever shown or recommended by the sealant manufacturer. Do not allow primer/sealer to spill or migrate onto adjoining surfaces.

C. Install sealant backer rod for elastomeric sealants, except where shown to be omitted or recommended to be omitted by sealant manufacturer for the application shown.

3.02 INSTALLATION: A. Do not use sealants after compounds have "set" or when discharge is not continuous. B. Employ only proven installation techniques, which will ensure that sealants will be

deposited in uniform, continuous ribbons without gaps or air pockets, with complete "wetting" of the joint bond surfaces equally on opposite sides. Except as otherwise indicated, fill sealant rabbet to a slightly concave surface, slightly below adjoining surfaces.

C. Install sealants to depths shown, or if not shown, as recommended by the sealant manufacturer.

D. Remove excess and spillage of compounds promptly as work progresses. Clean the adjoining surfaces by whatever means may be necessary to eliminate evidence of spillage.

E. Where exposed to view, install caulking and sealants with finish surface uniformly smooth and free of wrinkles.

F. Install fire caulking in accordance with manufacturer’s recommendations


CLALLAM COUNTY PUD #1 09 29 00 ENGINEERING/DISPATCH GENERATOR GYPSUM BOARD JOB NO. 12-23

09 29 00 – 1 / 4

PART 1 – GENERAL

1.01 SUMMARY: A. Work of this section includes gypsum drywall as shown on drawings and as needed for

completion of the Work.

1.02 SUBMITTALS: A. Before beginning work provide product data and submit a complete list of products,

manufacturers and fabricators for all materials used in the work of this Section; specifically identifying joint compounds.

1.03 QUALITY ASSURANCE: A. Standards: Comply with ANSI/ASTM C 840 Application and Finishing of Gypsum Board

requirements of the manufacturer, The Gypsum Association's Recommendations and Specifications, or other standards indicated, except where more stringent requirements are shown or specified. Refer to Gypsum Association GA-216.

B. Tolerance of Surface Flatness: Within 1/8 inch in 10 feet and 1/8 inch maximum hollow in 14 inches from corners. In addition, where studs of this Section support other work, perform this work in a manner allowing tolerances specified for other work to be met.

C. Fire-Resistance Ratings: Where fire-rated construction is indicated.

1. Comply with fire-resistance ratings as shown and as required by governing authorities and codes.

2. Provide materials, accessories and application procedures that have been listed by UL for the type of construction and ratings indicated, or are otherwise acceptable to the building department.

3. At fire rated assemblies, comply with the requirements of UL "Fire Resistance Index" for the UL Design Numbers corresponding with the construction assemblies shown.

1.04 DELIVERY, STORAGE, AND HANDLING: A. Deliver materials in original packages, containers or bundles bearing brand name and

identification of manufacturer or supplier.

B. Store materials inside under cover and keep them dry and protected against damage from weather, direct sunlight, surface contamination, corrosion, construction traffic and other causes. Neatly stack gypsum boards flat to prevent sagging.

C. Handle gypsum boards to prevent damage to edges, ends and surfaces. Do not bend or otherwise damage metal corner beads and trim.

1.05 PROJECT CONDITIONS: A. Environmental Conditions, General: Establish and maintain environmental conditions for

application and finishing gypsum board to comply with ASTM C 840 and with gypsum board manufacturer's recommendations.


09 29 00 – 2 / 4

B. Minimum Room Temperatures: For non-adhesive attachment of gypsum board to framing, maintain not less than 40 deg F. For adhesive attachment and finishing of gypsum board maintain not less than 50 deg F for 48 hours prior to application and continuously thereafter until drying is complete.

C. Ventilate building spaces to remove water not required for drying joint treatment materials. Avoid drafts during dry, hot weather to prevent materials from drying too rapidly.

1.06 REFERENCES: A. American Society for Testing and Materials:

1. ASTM C 1396: Standard Specification for Gypsum Board.

2. ASTM C 1002: Standard Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs.

3. ASTM E 84: Standard Test Method for Surface Burning Characteristics of Building Materials.

4. ASTM E 119: Test Method for Fire Tests of Building Construction and Materials.

B. Gypsum Association:

1. GA 216-2010 Application and Finishing of Gypsum Panel Products.

2. GA 214-10 Recommended Levels of Gypsum Board Finish

3. GA 253: Recommended Specification for the Application of Gypsum Sheathing.

PART 2 – PRODUCTS

2.01 MATERIALS AND COMPONENTS: A. Gypsum Wallboard: 5/8-inch thick throughout unless noted otherwise. Provide "Type X"

5/8-inch board, as indicated, where fire ratings are required.

1. Exposed Gypsum Board Surfaces: Provide gypsum wallboard complying with ASTM C 36 with paper-face surface suitable to receive decorated finish and with long edges tapered to receive manufacturer's standard joint treatment, unless otherwise shown.

B. Trim Accessories: Provide accessories of sizes required for the applications shown and specified, fabricated from galvanized steel or as indicated for the following applications:

1. At external corners, provide metal corner bead with smooth rigid nose and perforated and knurled flanges.

2. For protection of exposed edges around openings, and where wallboard abuts dissimilar construction, provide beaded nose metal casing bead with exposed flange knurled for joint treatment.

C. Related Materials:

1. Joint Treatment Materials for Gypsum Wallboard Construction: ASTM C 475 and as recommended in writing by wallboard manufacturer and included on Product Data submitted.


09 29 00 – 3 / 4


3.01 EXAMINATION: A. Examine substrates to which gypsum panel construction attaches or abuts with Installer

present, for compliance with requirements for installation tolerances and other conditions affecting performance of construction. Proceed with installation only after unsatisfactory conditions have been corrected.

3.02 INSTALLATION OF GYPSUM SHEETS: A. General Standards:

1. In addition to compliance with ANSI/ASTM C 840, comply with manufacturer's instruction and requirements for fire-resistance rating, whichever is most stringent.

2. Comply with ASTM E 497 "Recommended Practice for Installation of Fixed Partitions of Light Frame Type for the Purpose of Conserving their Sound Insulation Efficiency", except where more stringent requirements are shown or specified.

B. Locate exposed end-butt joints as far from center of walls and ceilings as possible, and stagger not less than 24 inches in alternate courses of board.

C. Install wall/partition boards in the manner that minimizes the number of end-butt joints or avoids them entirely where possible.

D. Install exposed gypsum board with face side out. Do not install imperfect, damaged or damp boards. Butt boards together for a light contact at edges and ends with not more than 1/16-inch open space between boards. Do not force into place.

E. Locate either edge or end joints over supports, except in horizontal applications or where intermediate supports or gypsum board back-blocking is provided behind end joints. Position boards so that like edges abut, tapered edges against tapered edges and mill-cut or field-cut ends against mill-cut or field-cut ends. Do not place tapered edges against cut edges or ends. Stagger vertical joints over different studs on opposite sides of partitions.

1. Attach gypsum board to framing systems per the International Building Code unless call for in structural general notes or fastener schedule.

2. Attach gypsum board to supplementary framing and blocking provided for additional support at openings and cutouts.

F. Cover both faces of walls with gypsum board.

1. Fit gypsum board tightly around ducts, pipes, and conduits.

G. Space fasteners in gypsum boards in accordance with ASTM C 840 and manufacturer's recommendations, except where more stringent requirements are indicated.

3.03 METHODS OF GYPSUM BOARD APPLICATION: A. Single-Layer Walls and Partitions:

1. Install gypsum board with screws. Provide sheet lengths that will minimize end joints.


09 29 00 – 4 / 4

3.04 INSTALLATION OF TRIM ACCESSORIES: A. General: Where feasible, use the same fasteners to anchor trim accessory flanges as

required to fasten gypsum board to the supports. Otherwise, fasten flanges 8 inches o.c. by nailing or stapling in accordance with manufacturer's instructions and recommendations.

B. Use single-length metal beads wherever length of run does not exceed longest standard stock length available. Miter or cope at corners.

C. Set beads level, plumb and true to line with a tolerance of not more than 1/8 inch in 10'-0" from plumb or level. Shim as required and align joints with concealed splices or tie plates.

D. At external corners, install metal corner beads.

E. At terminations, provide metal casing beads with 1/8 inch tape sealant against abutting material.

3.05 FINISHING OF GYPSUM BOARDS: A. General: Treat gypsum board joints (in both directions), flanges of corner bead and other

trim accessories, penetrations, fastener heads, surface defects and elsewhere as required to prepare work for decoration. Pre-fill open joints and rounded or beveled edges, using type of compound recommended by manufacturer.

1. Apply joint tape at joints between gypsum boards, except where a trim accessory is indicated.

2. Apply joint compound in 3 coats (not including prefill of openings in base), and sand between last 2 coats and after last coat.

3. Provide Level 4 Finish at all exposed surfaces throughout.

3.06 PROTECTION OF WORK: A. Installer shall advise Contractor of required procedures for protection of the gypsum board

work from damage and deterioration during the remainder of the construction period.


CLALLAM COUNTY PUD #1 SECTION 09 91 00 ENGINEERING/DISPATCH GENERATOR PAINTING JOB NO. 12-23

09 91 00 – 1 / 5

PART 1 – GENERAL

1.01 SUMMARY: A. Section includes painting and finishing of interior exposed items and surfaces, unless

otherwise indicated.

1. Prefinished items are not included.

2. Unless otherwise indicated, painting not required on surfaces of concealed areas.

3. Finished metals such as anodized aluminum, and plated metals will not be painted unless specified or noted.

B. Related Sections:

1. Shop priming of ferrous metal items and fabricated components are included under their respective trades.

2. Moving parts of operating units, equipment identification, performance ratings, name or nomenclature plates or code-required labels do not require additional finishes.

1.02 SUBMITTALS: A. Submit Product Data Manual with a complete, detailed list of proposed materials, using

product names used on labels of paint containers. Include type of paint, instructions for reducing, and label analysis. Show anticipated minimum dry film thickness.

B. Samples: Paint materials applied to surfaces at job site as specified in Paragraph 2.02, E.

C. Apply and reduce materials only as specified or recommended by the manufacturer's printed instructions. Where manufacturer has made additional recommendations apparently in conflict with these specifications, allow Architect to review additional recommendations before proceeding.

1.03 QUALITY ASSURANCE: A. Reference Standards for Workmanship:

Washington Council, P.D.C.A. Specification, Latest Edition.

Architectural Painting Specifications Manual (APSM), latest edition, published by MPI

SSPC: Steel Structures Painting Council

ASTM: American Society for Testing and Materials

1. All work shall conform to the standards for materials and workmanship in the Architectural Painting Specifications Manual (APSM), latest edition, published by MPI and available through Washington State Council of Painting and Decorating Contractors of America (WSC-PDCA) 870 S.W. 136th Burien, WA. 98166, phone 206-243-7477.

2. In addition to these specifications, conform to all chapters and standards for material and work as set forth in the Architectural Painting Specification Manual for Painting, Repainting, Wallcovering, and Gypsum Wallboard Finishing, latest


09 91 00 – 2 / 5

edition, published by MPI, hereinafter referred to as the Architectural Painting Specification Manual (APSM).

B. Show Product Name on label of containers identical with that used in Product Data Manual submitted as specified above.

1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING: A. Deliver materials in original containers, materials specified by name, manufacturer or

standard with labels legible and intact.

B. Store in suitable location as directed, in accord with label instructions.

C. Storage of paint-soiled rags, waste, etc., at premises will not be permitted, except where stored in metal containers with tight metal covers.

1.05 PROJECT CONDITIONS: A. Comply with paint manufacturer's recommendations concerning environmental conditions

under which coatings and coating systems may be applied.

1. Apply paint only when surface and air temperatures are above 50 degrees F.

2. Do not apply paint when surface is hot or under other conditions that prevent proper application and drying.

B. Do not apply finish in areas where dust is being generated.

C. Protect work of other trades. Correct painting related damage by cleaning, repairing or replacing and refinishing, as directed by Architect.

PART 2 – PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS OF PAINT MATERIALS: A. Provide products from manufacturers included in the Architectural Painting Specification

Manual and products as indicated in the Painting Schedule in Part 3.

2.02 MATERIALS: A. Interior Surfaces, Including Walls Gypsum Wallboard:

1. First Coat: White pigmented Primer/Sealer compatible with finish products.

2. Second and Third Coats: Interior latex enamel; eggshell.

Color: To Be Selected by Architect.

B. Provide brands and qualities of materials for use on work as specified. No claim as to unsuitability or unavailability of the materials specified, or an unwillingness to use specified materials, or an inability to produce first class work with specified materials, will be entertained unless such claims are submitted in writing at least 10 days prior to bid opening.

C. Provide products of a single manufacturer for coating systems applied to each type of surface.

D. Coordination: Provide finish coats that are compatible with prime paints used. .


09 91 00 – 3 / 5

E. Paint Colors:

1. The Architect will provide color selections.

2. Vary top coats in shade from preceding coat without affecting finish color.

F. Mixing and Tinting:

1. Job mix or job tint only when acceptable to Architect. Mix only in pails in suitably sized non-ferrous or oxide-resistant metal pans.

2. Strain to remove lumps and specks.

3. Use tinting colors recommended by manufacturer for the specific type of finish.

G. Acceptable VOC limits:

1. All paints and coatings used in the interior of the building and applied on site shall meet the following thresholds:

a. Architectural paints, coatings, and primers applied to interior walls and ceilings: Do not exceed VOC content limits of 50g/L for flats and 150g/L for non-flats.

2. Because aerosol paints are highly volatile and difficult to control, avoid use for large areas.


3.01 EXAMINATION: A. Verify that spaces are broom clean, with surfaces free of foreign matter.

B. Moisture Content:

1. Surfaces: Suitably dry and adequately protected from dampness.

2. Follow recommendations of paint manufacturer for allowable moisture for specific type surfaces.

C. Examine surfaces scheduled to receive paint and finishes for conditions that will adversely affect execution, permanence or quality of work and which cannot be put into an acceptable condition through preparatory work as specified. Report unsatisfactory conditions to General Contractor for correction.

D. Proceed with surface preparation and coating application only after conditions are suitable.

3.02 SURFACE PREPARATION: A. Do not apply finishes until surfaces are dry and clean and in proper condition to receive

finish.

B. In addition to painting specified, sand and patch prime coats specified under other Sections.

C. Perform preparation and cleaning procedures in accordance with coating manufacturer's instructions for each substrate condition.


09 91 00 – 4 / 5

D. Remove hardware and accessories, machined surfaces, plates, lighting fixtures and similar items in place and not to be finish-painted, or provide surface-applied protection. Reinstall removed items.

E. Wallboard Materials:

1. Test plaster with one percent solution of phenolphthalein in alcohol for dryness and excess acid. Treat excess lime with zinc sulfate solution after observation.

2. Rake cracks, scratches and abrasions. Fill with thin layers of patching plaster or joint cement as appropriate.

3. Sand smooth; do not raise "nap" of paper on wallboard.

F. For surface preparation of other materials not specifically noted, provide appropriate primers and cleaning agents recommended by paint manufacturer.

3.03 APPLICATION: A. Paint materials may be applied to fields of walls with rollers or airless spray equipment.

Brush-paint other work except as specifically indicated.

1. Apply each coat evenly, without brush marks, skipped or missed areas; and without sags, runs or other blemish.

2. Where spray application is permitted, spray each coat without streaking, lapping or pile up of paint, and lay off with roller for light stippled surface.

B. Apply each material at not less than the manufacturer's recommended spreading rate, to provide a total dry film thickness of not less than 3.0 mils for the coating systems applied under this section.

C. Completed Work: Match approved samples for color, texture and coverage. Remove, refinish or repaint work not in compliance with specified requirements.

D. Observation of Surfaces:

1. Do not apply additional coats until completed coat has been reviewed by Architect.

2. Only observed coats of paint will be considered in determining number of coats applied.

E. Paint surfaces behind furniture same as similar exposed surfaces. Paint surfaces behind permanently fixed equipment same as similar exposed surfaces, wherever possible.

1. Paint interior surfaces, where visible through registers or grilles, flat, non-specular black.

2. Paint back sides of access panels, and removable or hinged covers to match exposed surfaces.

F. Sand lightly between succeeding coats.

G. Refinish whole wall where portion of finish has been damaged or is not acceptable.

H. Make edges of paint adjoining other materials or colors clean and sharp without overlapping. Exercise care that paint does not lap or splatter onto surfaces scheduled to receive other finishes or which are not to be painted.


09 91 00 – 5 / 5

3.04 CLEANING: A. Remove spilled, splashed or spattered paint.

B. Do not mar surface finish of item being cleaned.

C. Leave storage space clean and in condition required for equivalent spaces in project.

D. Produce a satisfactory finish by painting or repainting as directed, surfaces from which paint spatters cannot satisfactorily be removed.


CLALLAM COUNTY PUD #1 23 11 26 ENGINEERING/DISPATCH GENERATOR PROPANE GAS PIPING SYSTEMS JOB NO. 12-23

23 11 26 – 1 / 10

PART 1 – GENERAL 1.01 SUMMARY A. Work Included: Provision of material, installation and testing of:

1. Pipe and Pipe Fittings 2. Valves for Metallic Piping 3. Valves for Non-Metallic Piping

B. Provide Propane Piping System to supply liquid propane gas at the required volume and pressure prescribed by the equipment manufacturer.

C. Material furnished of first quality, furnished and installed in accordance with

applicable codes and standards of LPG (propane) industry. D. Contractor responsible for obtaining necessary permits and payment of

applicable fees. Coordinate AHJ inspections by Contractor. 1.02 RELATED SECTIONS A. Contents of Division 26, Electrical, and Division 01, General Requirements, apply

to this Section. 1.03 REFERENCES AND STANDARDS A. References and Standards as required by Section 26 00 00 Electrical Basic

Requirements and Division 01, General Requirements. B. In addition, meet the following:

1. AHJ, Authority Having Jurisdiction, requirements for grounding of fuel piping systems.

1.04 SUBMITTALS A. Submittals as required by Division 01, General Requirements. B. In addition, provide:

1. Product Data: Submit manufacturer's technical product data and installation instructions for fuel piping system materials and products, instrumentation, and leak detection systems.

a. Provide submittals for materials, equipment, devices and

appurtenances. b. Provide submittals for piping, safety devices, cathodic protection


23 11 26 – 2 / 10

products, and any other products required to provide complete system together with their listed regulatory compliance.

c. List regulatory compliance of submitted products to applicable

construction standards. d. Submit copies of product warranties applicable to products

specified in this Section.

2. Record Drawings: At project closeout, submit Record Drawings of installed piping and systems products. Below grade installed products include invert elevations for piping and connection to storage tank(s).

3. Maintenance Data: Submit maintenance data and parts list for fuel

systems materials and products. Include this data, product data, shop drawings and Record Drawings in maintenance manual.

1.05 QUALITY ASSURANCE A. Quality assurance as required by Division 01, General Requirements. B. In addition, meet the following:

1. Qualifications: Firms regularly engaged in manufacture and/or installation of fuel system products of types, materials, and sizes required. Provide proof of previous successful installation of similar equipment in past 12 months. Employ technically qualified personnel who have installed similar LPG (propane) equipment in past 12 months. Provide such individuals to supervise installation of major components, to start up and balance control equipment, and to train personnel in operation and maintenance of final installed system.

2. Regulatory Requirements:

a. Complete and entire LP distribution piping will be in accordance with specific requirements from district Fire Marshal, latest edition of NFPA Bulletin 58, and will be in accordance with applicable state and local ordinances.

b. Equipment, devices and wiring on equipment within 50 feet of LP

storage tank and will be considered to be in a Class I, Division II location. Equipment and devices will be types approved for Group D atmospheres. Provide Class 1, Division 01 installation within 5 feet of bulk storage tank.

C. Corrosion Protection for Steel Pipe, Pipe Fittings, and Steel Storage Tanks

(Below grade Installations Only)

1. National Association of Corrosion Engineers, Standard RP0169-2002 “Control of External Corrosion on Underground or Submerged Metallic


23 11 26 – 3 / 10

Piping Systems." 2. National Association of Corrosion Engineers, Standard RP0285-2002

“Corrosion Control of Underground Storage Tank Systems by Cathodic Protection.”

1.06 WARRANTY A. Warranty of materials and workmanship as required by Division 01, General

Requirements. PART 2 – PRODUCTS 2.01 MANUFACTURERS A. As specified in Articles below. B. Or approved equivalent. 2.02 PIPE AND PIPE FITTINGS A. Steel Pipe (Below grade Installations):

1. Piping subject to tank pressure: ASTM A53, Electric-Resistance Welded (Type E) or Seamless (Type S), Grade B, Black, Schedule 80 pipe, manufactured for threaded or welded pipe connections.

2. Piping not subject to tank pressure: ASTM A53, Electric-Resistance

Welded (Type E) or Seamless (Type S), Grade B, Black, Schedule 40 pipe, manufactured for threaded or welded pipe connections.

B. Fittings for Steel Pipe (Below grade Installations):

1. Threaded pipe fittings subject to tank pressure: ASTM B16.11, 2000

PSIG, threaded steel pipe fittings. 2. Welded pipe fittings subject to tank pressure: ASTM B16.11, 2000 PSIG,

welded forged steel pipe fittings. 3. Threaded pipe fittings not subject to tank pressure: ASTM B16.3, 150

PSIG, threaded malleable steel Schedule 40 pipe fittings. 4. Welded pipe fittings not subject to tank pressure: ASTM A234, ANSI

B16.9, B16.28. Butt welding type unless otherwise indicated to be socket welding type.

C. Corrosion Protection for Steel Pipe and Fittings Installed Below grade:

1. Steel piping furnished for below grade installation will be provided with


23 11 26 – 4 / 10

60-mil, high-density polyethylene jacket, sealed to pipe exterior with 20-mil coal tar based mastic. Pipe connections will be coated with tape primer and wrapped, half-lapped with 10-mil polyethylene tape

2. Provide cathodic protection for steel piping installed below grade in

compliance with NACE Standard RP0169-2002. Cathodic protection by 17 pound magnesium anode bags installed 3 feet from piping at 100-foot intervals. Install pigtail at weld joint by Cad-weld method and sealed.

D. Polyethylene Pipe (Below grade Installations at 30 PSIG and Less Only):

1. General: Polyethylene pipe, tubing and fittings furnished under this Specification conforms to applicable provisions and requirements of latest revision of US Department of Transportation Pipeline Safety Regulations (CFR) Title 49, Part 192, "Transportation of Natural or Other Gases by Pipeline: Minimum Federal Safety Standards," and, by inclusion, appropriate standards referenced in those documents.

2. Materials:

a. Polyethylene compounds utilized in manufacture of products furnished under this Specification have grade of PE24 or PE34, and minimum cell classification of PE213363 or PE334464, as defined in ASTM D3350. In conformance with ASTM D2513, they have PPI recommended hydrostatic design basis (HDB) of 1250 PSI (PE2406) or 1600 PSI (PE3408) at temperature of 73.4F (23C). In addition, substantiate HDB by showing that extrapolation of stress regression curve is linear to 438,000 hour intercept in accordance with ASTM D2837.

b. When plastic material is used for transportation of liquefied

petroleum gas (LPG), it must qualify for use through testing with LPG as test medium, and have hydrostatic design basis category of at least 1,000 PSI (6.9 MPa) at 73.4F (23C), as determined by ASTM D2837. Materials that qualify for natural gas service and that carry recommended HDB at 140F in accordance with ASTM D2513 also qualify for LPG service without need for further testing.

c. Clean rework material of same type and grade, generated from

manufacturer's own pipe and fitting production, may be used by same manufacturer as long as pipe, tubing or fitting produced meet requirements of ASTM D2513.

3. Pipe and Tubing: Manufacture pipe and tubing furnished under this

Specification using compounds complying with requirements of Section 2, above, and appropriate requirements of Part 192 of Minimum Federal Safety Standards. Dimensional characteristics (including outside diameter, wall thickness, toe-in, ovality and length) and performance characteristics (including chemical resistance, sustained pressure,


23 11 26 – 5 / 10

elevated temperature service, burst pressure/apparent tensile strength, joining, squeeze-off and outdoor storage stability) conforms to requirements of ASTM 02513 including applicable annexes. Pipe and tubing may be supplied in either coils or straight lengths.

E. Polyethylene Pipe Fittings (Below grade Installations at 30 PSIG and Less Only):

1. Fittings: Manufacture polyethylene fittings furnished under this

specification using compounds complying with requirements of Paragraph B, above, and appropriate requirements of Part 192 of Minimum Federal Safety Standards. Socket type fittings comply with ASTM 02683. Butt fusion fittings comply with ASTM 03261. Electrofusion fittings complies with ASTM F1055. Plastic mechanical fittings comply with ASTM F1924. Mechanical fittings produced from metallic or materials other than plastics listed in Paragraph B approved only after submission of appropriate test data and service histories indicating their acceptability for intended service. In addition, categorize mechanical fittings for pullout resistance as stated in ASTM 02513 and identified as to appropriate category. Plastic valves meet requirements of ANSI Standard B16.40. Specifications and requirements for fittings supplied complies with appropriate Sections of Part 192 of Minimum Federal Safety Standards or NFPA 58 LP Gas Code.

a. ASTM D2683, socket-type polyethylene fittings b. ASTM D3261, butt-fusion polyethylene fittings c. ASTM F1055, electro-fusion polyethylene fittings d. ASTM F1924, mechanical push-on fittings for polyethylene pipe

2. Anodeless Epoxy Coated Steel Riser Assembly: Provide an anodeless riser assembly to terminate underground polyethylene piping either above grade or inside concrete vault.

a. Provide riser casing for corrosion protection at each riser

assembly. Casing will manufactured from ASTM A53, Schedule 40 steel pipe, ASTM A513 ER steel pipe (minimum 0.073-inch pipe wall), or flexible metallic tubing with minimum crush strength of 1000 PSIG and tensile strength of 300 PSIG including transition connection as tested by manufacturer.

1) Horizontal portion of riser assembly will be installed with

minimum 12 inches of compacted cover. 2) Factory-assembled riser assemblies will be sealed and

leak tested by manufacturer. 3) Field-assembled riser assemblies will be accepted when

supplied in kit form with necessary hardware for riser


23 11 26 – 6 / 10

installation. Field-assembled riser assemblies will be provided compliant with following requirements: a) They are design certified. b) They are sealed and pressure tested by installed. c) They are assembled and installed in accordance

with manufacturer's instructions.

b. Manufacturer: ERS Inc., or approved equivalent. 3. Flexible Connectors: Flexible connectors used in LP and LPG piping

systems will be provided compliant with following: a. They will be installed in accordance with manufacturer's

instructions. b. Flexible connectors and hose used as flexible connectors will not

exceed 3 feet in length where used with liquid or vapor piping on portable or stationary tanks.

c. Hose will be permitted to be used if flexibility is required for liquid

or vapor transfer.

4. Marking: a. Mark pipe and tubing in accordance with ASTM 02513. Marking:

legible and remain legible under normal handling and installation practices. Indent marking may be utilized provided (1) marking does not reduce wall thickness to less than minimum value for pipe or tubing, (2) it has been demonstrated that these marks have no effect on long-term strength of pipe or tubing, and (3) marking will not provide leakage channels when approved elastomeric gasket compression fittings are used to make joints.

b. Mark fusion fittings on body or hub. Marking in accordance with

ASTM 02513 or standard to which fitting is manufactured. Mark mechanical fittings in accordance with fitting standard to which it is manufactured or Part 192 of Minimum Federal Safety Standard Section 192.63.

5. Fusion Qualification: Manufacturer of pipe, tubing, or fittings supplied

under this Specification establishes and certifies heat fusion procedures for joining of materials supplied in accordance with applicable Section of (CFR) Title 49, Part 192 "Transportation of Natural or Other Gases by Pipeline: Minimum Federal Safety Standards," paragraph 192.283. Furnish qualified fusion procedures, with appropriate supporting data, to purchaser upon request. Suitable generic fusion procedures are included in PPI TR-33, Generic Butt Fusion Joining Procedure for Polyethylene


23 11 26 – 7 / 10

(PE) Gas Pipe. 2.03 VALVES FOR METALLIC PIPING A. General: Isolation valves provided for LP or LPG service will be UL listed for 250

PSIG LPG service per UL842. Valves will also be compliant with NFPA 58 minimum requirements.

B. Ball Valves: MSS SP110, three cast bronze construction with corrosion resistant

alloy steel bolts, Type 316L stainless steel full-port ball with PTFE seals. UL listed for LPG service at 250 PSIG maximum pressure. Nibco, T-595YSDT-UL, T-590YSDT-UL, or acceptable product meeting minimum requirements.

2.04 VALVES FOR NON-METALLIC PIPING A. Valves provided for polyethylene piping will be manufactured specifically for LPG

service. Valves will be manufactured from thermoplastic materials listed in ASTM D2513, that are resistant to LPG corrosion or riser casings. Valves will also be compliant with NFPA 58 minimum requirements. Polyethylene pipe will have minimum wall thickness of 0.090 inches and will not exceed 2-inch nominal size.

B. Polyethylene Ball Valves: ANSI B16.40, constructed from PE24 or PE34 grade

polyethylene material as listed for LPG use in ASTM D2513 and DOT pert 192. Valve will be rated for LPG use up to 160 PSIG at nominal temperatures. Provide valve ready for butt, socket, or electrofusion weld connection. Full-port ball constructed from Type 316 stainless steel with PTFE or Viton seals. Quarter turn operation for complete closure. ERS, Inc. or acceptable product meeting minimum requirements.

PART 3 – EXECUTION 3.01 GENERAL REQUIREMENTS FOR PIPE AND PIPE FITTINGS A. Pipe Sleeves:

1. Lay out work in advance of pouring concrete and furnish and set sleeves necessary to complete work.

2. Below grade Sleeves: Provide Schedule 40 galvanized steel sleeves with

anchor/weep flange on pipes passing through concrete or masonry construction. Extend sleeve 1-inch above finished floor or behind wall. Provide "Link-Seal" Type S sleeve sealing system slab on grade. Provide "Link-Seal" Type FS passing through 1-hour fire-rated building assembly with UL rated assemblies. Provide fire-rated assemblies per local AHJ requirements.

3. PE Riser Casing: Provide riser casing to protect anodeless riser

assemblies for polyethylene piping systems for corrosion. Polyethylene piping that is installed in vault or any other below grade enclosure will be


23 11 26 – 8 / 10

provided with riser casing to protect piping. Provide "Link-Seal" Type S or similar product to seal annular space gastight.

B. Conform to applicable codes and industry standards. C. Install uninsulated piping so that unrestrained direct contact with structure or

other system installations is avoided. Where contact with or passage through sleeve or structural features cannot be avoided; firmly anchor piping to, or isolated from, structure to prevent noise transmission and occurrence of physical damage.

D. Expansion and Flexibility: Install work with due regard for expansion and

contraction to prevent damage to piping or equipment. Provide piping offsets, approved type expansion joints, anchors, or other means to control pipe movement and to minimize pipe forces.

3.02 INSTALLATION OF METALLIC PIPING A. Drips and Sediment Traps: Install drips at points where condensate may collect.

Include outlets of service meters. Locate where readily accessible for cleaning and emptying. Do not install where condensate would be subject to freezing. Install only in heated space. 1. Construct drips and sediment traps using tee fitting with bottom outlet

plugged or capped. Use minimum-length nipple of 3 pipe diameters, but not less than 3 inches long, and same size as connected pipe. Install with space between bottom of drip and floor for removal of plug or cap.

B. Install LP fuel gas piping at uniform grade of 0.1 percent slope upward toward

risers. C. Use concentric reducer fittings to make reductions in pipe sizes. D. Connect branch piping from top or side of horizontal piping. E. Install unions in pipes 2 inches and smaller, adjacent to each valve, at final

connection to each piece of equipment, and elsewhere as indicated. Unions are not required on flanged devices.

F. Install strainer on inlet of each line pressure regulator and automatic and

electrically operated valve. G. Install flanges on valves, specialties, and equipment having 2-1/2 inches and

larger connections. H. Pressure Piping Routing:

1. Route piping, except as otherwise indicated, vertically and horizontally

(sloped to drain). Orient horizontal routes parallel with roadway or adjacent wall/fence.


23 11 26 – 9 / 10

2. Install piping as shown or described by diagrams, details and notations on

Drawings or, if not indicated, install piping to provide shortest route which does not obstruct usable space or block access for servicing LP storage tank and its equipment.

I. Preparation:

1. Unions:

a. Insulating (Dielectric) Unions: Comply with manufacturers

instructions for installing unions wherever piping of dissimilar metals are adjoined. Install unions in manner which will prevent galvanic action and inhibit corrosion.

b. Standard Unions: Install where indicated on Drawings and on

each side of pieces of equipment to permit easy removal of equipment.

3.03 INSTALLATION OF NONMETALLIC PIPING A. High Density Polyethylene Pipe (HDPE) for LPG applications.

1. HDPE piping will only be installed below grade in exterior locations. Piping will be installed in accordance with manufacturer's installation recommendations. Backfill piping as detailed in drawings. Piping will be installed with minimum 36 inches ground cover at points.

2. HDPE piping will be terminated above grade or inside vented concrete

vault with an anodeless epoxy coated steel riser assembly protected from corrosion with riser casing. Horizontal portion of riser assembly will be provided with minimum 12 inches of compacted cover.

3. Piping will be installed to minimize thrust forces caused by contraction or

expansion of piping or from external and internal loading. Construct piping to withstand these forces and remain in service.

4. Provide minimum corrosion-resistant AWG 14 tracer wire attached to

piping with nylon zip-ties at 10-foot intervals. Extend tracer wire continuous through valve boxes and extend minimum 12 inches above grade, attached to riser assembly. Provide detectable warning tape in trench over LPG piping minimum 12 inches below finished grade.

5. HDPE piping provided for LPG applications will not 2-inch nominal size. 6. Any imperfection or damaged pipe will be removed and replaced with new

material by fusion or approved mechanical joints. Repair clamps will not be accepted.

3.04 PIPING AND EQUIPMENT REMOVAL


23 11 26 – 10 / 10

A. Remove as indicated on drawings. Remove and dispose of excess piping and

equipment, not identified by Contracting Officer as salvage, in safe manner. 3.05 ACCESSIBILITY A. Installation of valves, gauges and equipment conveniently and accessibly located

with reference to finished building for repairs, removal and service. 3.06 FIELD QUALITY CONTROL A. Upon completion of installation of equipment, test equipment to demonstrate

capability and compliance with requirements. If tests fail, correct all deficiencies as needed then retest to demonstrate compliance. Otherwise, remove and replace with new equipment and proceed with re-testing.


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CLALLAM COUNTY PUD #1 SECTION 31 23 00 ENGINEERING/DISPATCH GENERATOR EXCAVATION AND FILL JOB NO. 12-23

31 23 00 – 1 / 2

PART 1 GENERAL


A. Excavation and Backfill for Trenches.

B. Trench Compaction.

C. Disposal of Excavated Material.


C. Section 32 11 00 – Base Courses

1.03 REFERENCES A. Washington State Department of Transportation (WSDOT) Standard Specifications for

Road, Bridge, and Municipal Construction (current edition).

1.04 SUBMITTALS

A. Haul location of all material being transported off site.

B. See section 321100 for material submittals.


A. Perform work of this section in accordance with Division 2 of the WSDOT Standard Specifications.

PART 2 PRODUCTS

2.01 BACKFILL MATERIAL

A. All material used as backfill shall meet the backfill specifications for the intended use in Section 321100 of these specifications.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that all trees, vegetation and organic soils have been removed within the excavation area prior to beginning work.

B. Inspect erosion control measures to ensure proper installation prior to beginning work.

CLALLAM COUNTY PUD #1 SECTION 31 23 00 ENGINEERING/DISPATCH GENERATOR EXCAVATION AND FILL JOB NO. 12-23

31 23 00 – 2 / 2

3.02 EXCAVATION AND BACKFILL FOR TRENCHES

A. Excavation and backfill for trenches shall be in conformance with Sections 7-08.3(1)A of the WSDOT Standard Specifications and as further described herein:

1. The Contractor has a maximum limit of 100 LF of open trench, and the Owner reserves the right to restrict the allowable limit of open trench as it sees fit to promote safety. Upon completion of work each day, all pipe line and open trenches shall be completely backfilled and leveled.

2. Above the foundation material, if any, the gravel backfill for pipe bedding shall be placed in a lift of approximately 4”, and compacted to 90%, creating a uniform surface on which to lay the pipe. Once the pipe has been laid, gravel backfill shall be placed by hand shovel, and compacted to 90%, to a point 6” above the top of the pipe. Complete backfilling of trenches shall not be permitted until the section of pipe in question has been inspected by the Engineer.

3. From the point 6” above the top of the pipe in non-traffic areas, backfill with trench backfill material in 6” lifts and compacted to 90%. Until there is at least 36” of material on top of pipe the Contractor shall not bulldoze backfill material into the trench or drop it directly over the pipe. All backfill shall be free of large rocks, stumps, trees, pieces of pavement, broken concrete and other material that could damage the pipe.

4. From the point 6” above the top of the pipe traffic areas, backfill with controlled density fill up to the bottom of the existing asphalt pavement. Allow adequate set up time prior to allowing traffic loads or placing asphalt patch.

5. The Contractor shall repair any defects that appear in the backfill prior to final acceptance of the work. Cleanup operations shall progress immediately behind backfilling to accommodate the return to normal use of the trench area.

B. Trench Compaction

1. Pipe bedding material shall be compacted sufficiently to prevent later settling of the fill material (90% of standard dry density).

2. Trench backfill (in non-traffic areas) shall be compacted sufficiently to prevent later settling of the fill material (90% of standard dry density).


CLALLAM COUNTY PUD #1 SECTION 32 11 00 ENGINEERING/DISPATCH GENERATOR BASE COURSES JOB NO. 12-23

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PART 1 GENERAL


A. Top Rock.

B. Trench Backfill.

C. Gravel Backfill for Pipe Zone Bedding.

D. Controlled Density Fill

E. Pea Gravel Backfill


A. Section 321216 – Asphalt Paving

B. Section 312300 – Excavation and Fill

1.03 REFERENCES


1.04 SUBMITTALS

A. Soil tests and certification that, crushed surfacing top course, trench backfill, pipe zone bedding, and controlled density fill meets the material and gradation requirement of the Standard Specifications. Include laboratory test reports verifying compliance.

B. Sand equivalency test results for crushed surfacing top course, trench backfill, and pipe zone bedding.

PART 2 PRODUCTS

2.01 TOP ROCK

A. Top rock layer shall be crushed surfacing top course that substantially conforms to Section 9-03.9(3) of the WSDOT Standard Specifications, top course gradation.

B. CSTC must be within 5% of the specified percent passing at each sieve size except the material must have less than 10% passing the No. 200. Sand equivalency is permitted to be a minimum of 30%.

C. Degradation Factor as stated in the WSDOT specification does not apply to this project.

2.02 TRENCH BACKFILL

A. Import material used to backfill trenches in non-traffic areas shall be well graded 1” minus granular material.

CLALLAM COUNTY PUD #1 SECTION 32 11 00 ENGINEERING/DISPATCH GENERATOR BASE COURSES JOB NO. 12-23

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2.03 GRAVEL BACKFILL FOR PIPE ZONE BEDDING

A. Material used to bed around pipe as detailed in the drawings shall be Gravel backfill for pipe zone bedding that conforms to Section 9-03.12(3) of the WSDOT Standard Specifications.

2.04 CONTROLLED DENSITY FILL

A. Controlled density fill shall consist of the following mix proportions: 2,600 pounds of 0.375 inch aggregate, 800 pounds standard concrete sand, 94 pounds of Portland cement and approximately 14 gallons of water. The amount of water is critical to set up time and should be added directly prior to placement.

2.05 PEA GRAVEL BACKFILL A. Pea Gravel Backfill shall be 3/8” pea gravel substantially conforming to the gradation for

AASHTO #8 per Section 9-03.1(4)C of the Standard Specifications. Material shall consist of clean naturally rounded aggregate free from deleterious substances. Aggregate shall be washed to remove clay, silt, bark, sticks, alkali, organic matter or other deleterious material.

PART 3 EXECUTION

3.01 EXAMINATION

A. Carefully investigate site conditions and confirm that grading is adequate to achieve needed elevations by placing of granular material. Contractor must maintain minimum thicknesses of granular material as called out on plans and shown in the details.

3.02 TOP ROCK

A. Place crushed surfacing top course as detailed in Section 4-04 of the WSDOT Standard Specifications.

3.03 PIPE ZONE BEDDING

A. Place pipe zone bedding and trench backfill material as detailed in Section 7-08.3(3) of the WSDOT Standard Specifications.

3.04 TANK BACKFILL A. Place pea gravel backfill in 6” lifts and compact. Backfill shall be brought up uniformly

around tank to minimize uneven loading on the tank. Contractor to ensure complete and uniform bearing on pea gravel backfill. This may be accomplished utilizing a concrete vibrator to consolidate pea gravel around and under the tank.


CLALLAM COUNTY PUD #1 SECTION 32 12 16 ENGINEERING/DISPATCH GENERATOR ASPHALT PAVING JOB NO. 12-23

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PART 1 GENERAL


A. Hot Mix Asphalt.


A. Section 321100 – Base Courses

1.03 REFERENCES


1.04 SUBMITTALS

A. Product data and certification that asphalt concrete pavement materials comply with the specification requirements. Include design mix formula and include laboratory test reports verifying compliance with the design mix formula.

B. Product data and certification that tack materials comply with specification requirements.


A. Contractor shall have a minimum of five years of experience specializing in constructing asphalt roadways and must be willing to provide past performance references if requested by the Engineer.

PART 2 PRODUCTS

2.01 HOT MIX ASPHALT

A. Hot mix asphalt concrete pavement shall be HMA Cl. ½” PG 64-22 and shall conform to Section 5-04.3 of the WSDOT Standard Specifications.

2.02 TACK

A. Tack coat shall be required when new Asphalt Concrete Pavement is placed on, or abutting, existing asphalt. Tack coat shall be CRS-1 as specified in Section 9-02.1(6) of the WSDOT Standard Specifications.

PART 3 EXECUTION

3.01 EXAMINATION

A. Carefully investigate site condition and confirm that grading and placing of aggregate is to the correct elevation. Contractor must maintain minimum thicknesses of pavement as called out on plans and shown in the details.

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3.02 PREPARATION

A. The surface of the top rock shall be approved by the Engineer prior to laying asphalt.

3.03 HOT-MIX ASPHALT

A. Asphalt concrete pavement materials shall be placed on compacted subgrade materials, as shown on the Drawings, and in conformance with Sections 4-04, 4-06, and 5-04 of the WSDOT Standard Specifications. The Contractor shall place asphalt concrete over prepared base course in a single lift. Methods of proportioning, mixing, transporting, laying, processing, rolling, and compacting the material, and the standards of workmanship shall conform to the applicable requirements of Division 5 of the WSDOT Standard Specifications.

B. HMA shall be compacted to 91% of the referenced maximum density as determined by WSDOT FOP for AASHTO T 209.

3.04 TACK

A. All joints of asphalt concrete pavement shall be sealed with asphalt cement. The asphalt paint binder, or tack coat, shall conform in all respects to Section 5-04 of the WSDOT Standard Specifications. After pavement is in place, all joints shall be sealed with hot asphalt cement (AR 4000W).


CLALLAM COUNTY PUD #1

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