MAY 2026

PROJECT NO. 225096-001

CITY OF PENDLETON

TECHNICAL SPECIFICATIONS

WWTRRF 2025 IMPROVEMENTS

Operational Buildings

Volume 1

PREPARED BY

PREPARED FOR

KELLER ASSOCIATES, INC.

1060 Jadwin Avenue, Suite 375

RICHLAND, WA 99352

(509) 940-2080

CITY OF PENDLETON

500 SW DORION AVE.

PENDLETON, OR 97801

(541) 966-0221

Intentionally Blank Page

CITY OF PENDLETON, OR

WWTRRF IMPROVEMENTS PROJECT - OPERATIONAL BUILDINGS 225096-001

CONTRIBUTING AUTHORS FOR SPECIFICATIONS i

CONTRIBUTING AUTHORS FOR SPECIFICATIONS

See Table of Contents for author of each specification section, identified by author’s initials as follows:

Curtis Butterfield, PE Keller Associates

#101193PE

Angela Taylor, PE Keller Associates

#96662PE

Adam Neiwert, PE Keller Associates

#87153PE

Brandon Keller, SE Keller Associates

#79041PE

CONTRIBUTING AUTHORS FOR SPECIFICATIONS ii

CONTRIBUTING AUTHORS FOR SPECIFICATIONS

See Table of Contents for author of each specification section, identified by author’s initials as follows:

Bradley M. Culver, PE Keller Associates

#97265PE

Ashley Wolgast Brad Culver

TECHNICAL

SPECIFICATIONS

PENDLETON WWTRRF IMPROVEMENTS

OPERATIONAL BUILDINGS 225096-001

TABLE OF CONTENTS i

TABLE OF CONTENTS

VOLUME 1

TECHNICAL SPECIFICATIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 14 13 Access to Site 01 22 00 Measurements & Payments 01 31 19 Project Meetings 01 32 16 Construction Progress Schedule 01 33 00 Submittal Procedures 01 35 13 Special Project Procedures 01 35 53 Security Procedures 01 42 19 Reference Standards 01 45 00 Quality Control 01 50 00 Temporary Facilities and Controls 01 52 13 Engineer’s Field Office 01 57 23 Temporary Stormwater Pollution Control 01 58 13 Temporary Project Signage 01 71 13 Mobilization 01 71 23.16 Construction Surveying 01 71 33 Protection of Adjacent Construction 01 77 00 Closeout Procedures 01 78 23 Operation and Maintenance Data

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition

DIVISION 03 – CONCRETE

03 11 00 Concrete Forming 03 20 00 Concrete Reinforcing 03 30 00 Cast-In-Place Concrete 03 60 00 Grouting

DIVISION 04 – MASONRY

04 22 00 Concrete Unit Masonry 04 26 16 Adhered Masonry Veneer

DIVISION 05 – METALS

05 40 00 Cold-Formed Metal Framing 05 50 00 Metal Fabrications 05 51 19 Metal Grating Stairs 05 52 00 Metal Railings 05 53 00 Metal Grating and Floor Plates

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry 06 17 53 Shop-Fabricated Wood Trusses 06 40 00 Architectural Woodwork 06 70 00 Structural Composites

TABLE OF CONTENTS ii

DIVISION 07 – THERMAL & MOISTURE PROTECTION

07 11 13 Bituminous Damp-Proofing 07 21 00 Thermal Protection 07 21 12 Thermal Protection for Metal Buildings 07 25 00 Weather Barriers 07 30 10 Roofing Underlayment 07 40 00 Roofing and Siding Panels 07 46 46 Fiber-Cement Siding 07 71 23 Manufactured Gutters and Downspouts 07 72 00 Roof Accessories 07 92 00 Joint Sealants

DIVISION 08 – OPENINGS

08 11 13 Hollow Metal Doors and Frames 08 14 16 Flush Wood Doors 08 33 23 Overhead Coiling Doors 08 71 00 Door Hardware 08 80 00 Glazing 08 91 00 Louvers

DIVISION 09 – FINISHES

09 29 00 Gypsum Board 09 65 00 Resilient Flooring 09 65 13 Resilient Base and Accessories 09 90 00 Painting and Coating 09 91 23 Interior Painting

DIVISION 10 – SPECIALTIES

10 14 00 Signage 10 28 00 Toilet and Bath Accessories 10 44 16 Fire Extinguishers and Cabinets 10 51 14 Locker Room Benches 10 56 13 Metal Storage Shelving

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 19 Metal Building Systems

VOLUME 2

TECHNICAL SPECIFICATIONS

DIVISION 22 – PLUMBING

22 00 00 Plumbing, General 22 30 00 Plumbing Equipment

DIVISION 23 – HVAC

23 00 00 General HVAC Requirements 23 05 93 Testing Adjusting and Balancing for HVAC 23 09 00 Instrumentation and Control for HVAC 23 31 13 Metal Ducts 23 33 00 Air Duct Accessories 23 34 23 HVAC Power Ventilators 23 34 39 13 High Volume, Low-Speed Propeller Ceiling Fans

TABLE OF CONTENTS iii

23 37 00 Diffusers, Registers and Grilles 23 54 00 Furnaces 23 72 00 Air-to-Air Energy recovery Equipment 23 81 26 Ductless Split Air Conditioning Units 23 82 39.10 Electric Unit Heater 23 82 39.20 Hydronic Unit Heater

DIVISION 26 – ELECTRICAL

26 05 00 Electrical, General 26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Supporting Devices 26 05 33 Raceway and Boxes for Electrical Systems 26 05 33 16 Cabinets and Boxes for Electrical Systems 26 05 73 Power System Studies 26 08 00 Field Electrical Acceptance Tests 26 22 00 Low Voltage Transformers 26 24 16 Panelboards 26 27 26 Wiring Devices 26 28 00 Overcurrent Protective Devices 26 51 19 LED Interior Lighting

DIVISION 28 – ELECTRICAL SAFETY AND SECURITY

28 46 20 Fire Alarm System

DIVISION 31 – EARTHWORK

31 00 00 Earthwork 31 05 19 13 Geotextiles for Earthwork 31 11 00 Clearing and Grubbing 31 23 19 Dewatering 31 23 33 Trenching and Backfilling

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 12 16 Asphalt Paving 32 13 13 Concrete for Exterior Improvements 32 17 23 Pavement Markings 32 17 26 Tactile Warning Surfacing 32 91 13 Seeding

APPENDICES

APPENDIX A – GEOTECHNICAL REPORT

VOLUME 3

DRAWINGS (BOUND SEPARATELY)

SUMMARY OF WORK 01 11 00 - 1

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 WORK INCLUDED

A. The Work to be performed under this Contract shall consist of furnishing tools, equipment, materials, supplies, and manufactured articles, and furnishing all labor, transportation, and services, including fuel, power, water, and essential communications, and performing all work or other operations required for the fulfillment of the Contract in strict accordance with the Contract Documents. The Work shall be complete, and all work, materials, and services not expressly indicated or called for in the Contract Documents which may be necessary for the complete and proper construction of the Work in good faith shall be provided by the Contractor as though originally so indicated, at no increase in cost to the

Owner. The Contractor shall provide all materials and equipment required for construction of the facility.

B. The Contractor is responsible to follow the provisions of these Contract Documents, including but not limited to the following of Plans and Specifications; the timely, complete, and accurate submittal of shop drawings; the work of and correlation with their subcontractors and suppliers, timely performance of the Contract, and timely payment of suppliers and subcontractors. Nothing stated in the Contract Documents or Specifications shall be construed to relieve the Contractor of these basic responsibilities.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work involves construction of new operations facilities and improvements at the City of Pendleton Wastewater Treatment and Resource Recovery Facility (WWTRRF), including construction of a new Administration Building, improvements and renovations to the Existing Administration Building, construction of a new Storage Building, and associated work as shown on the drawings and outlined in the specifications.

B. Demolition activities in the base bid include demolition of:

1. Existing Chemical Storage Building (see sheet C-111, designator building I) located south of the Secondary Clarifier East.

2. Miscellaneous concrete, asphalt, and fencing in conflict with New Administration

(Structure F) and Storage Building (Structure G) footprints.

3. Miscellaneous piping and utilities as shown on the drawings.

4. Demolition includes removal and disposal of discarded materials.

C. Construction activities in the base bid include construction of:

1. New Administration Building (Structure F): A stick-framed, single-story office with ADA-compliant restrooms, lockers, showers, operations room, server, breakroom, and conference room.

SUMMARY OF WORK 01 11 00 - 2

2. New Storage Building (Structure G): A new steel building with space for chemical storage with recessed secondary containment, multiple accessory rooms, mezzanine, and code-compliant electrical service and lighting.

3. Relocation of Effluent Sampler Shed (B2) and all associated civil and electrical work.

4. Site Improvements associated with the new buildings including earthwork excavation, dewatering as necessary, yard piping and other utilities as shown on the drawings, grading, trenching, and backfilling.

5. Mechanical, electrical, plumbing, and HVAC systems required for complete and operational buildings as shown on contract drawings.

6. Construction includes procuring and installing materials as indicated in the construction drawings

D. Additive Bid Items (ABI)

1. ABI#1: Curbing paid by the unit price, as defined in Section 01 22 00 –

Measurement & Payment Section 3.4.A.

2. ABI #2: Asphalt paid by the unit price, as defined in Section 01 22 00-

Measurements & Payments Section 3.4.B.

3. ABI #3: Remove and dispose of portions of the Existing Administration Building

(Structure H) including interior walls and saw-cutting slab as required for renovation. Renovate Existing Administration Building (Structure H): including addition of a new emergency shower, water fountain, slab repairs and replacing flooring.

1.3 CONTRACT METHOD

A. The Work hereunder will be constructed under a single lump sum contract based on total project cost of base bid items. Additive Bid Items may be added to the project at the City’s discretion.

1.4 WORK BY OTHERS

A. The Contractor’s attention is directed to the fact that work will be conducted at the site by the City staff during the performance of the Work under this Contract. The Contractor shall conduct its operations so as to cause a minimum of interference with the Work of the plant staff.

B. Interference with Work on Utilities: The Contractor shall cooperate fully with all utility forces of the Owner or forces of other public or private agencies engaged in the construction, relocation, altering, or otherwise rearranging of any facilities which interfere with the progress of the Work, and shall schedule the Work so as to minimize interference with said construction.

1.5 CONSTRUCTION PROGRESS SCHEDULE

SUMMARY OF WORK 01 11 00 - 3

A. Work under the contract shall be scheduled and performed in such a manner as to result in the least possible disruption to the operation of the existing treatment facilities. Contractor shall not operate any existing valves, pumps, or motors. The Contractor shall submit to the

Engineer a construction schedule covering the entire work before any work is commenced.

The schedule shall be as described in Section 01 32 16 – Construction Progress Schedule, complete with estimated dates for start and finish of each item of work. The construction constraints are as described in Section 01 35 13 – Special Project Procedures. The construction sequences described therein are suggested methods to accomplish the work.

The Contractor shall remain responsible for the successful completion of all work.

B. To minimize the period of disruption of plant operation, all new piping and/or facilities should be constructed and all preparations shall be made for fast connection to existing piping and facilities.

C. Submit preliminary construction progress schedules as required in the General Conditions within ten (10) days after the award of the contract. The progress schedule is to be in reproducible form and subject to the approval of the Engineer.

D. Commence work on or before a date to be specified in a written "Notice to Proceed" and complete all phases of the work as specified within Contract Documents.

1.6 PUBLIC WORKS CONTRACTOR’S LICENSE

A. Any Contractor, Subcontractor, or Specialty Contractor is required to have a current license as a Public Works Contractor in the State where the work is to be completed in order to submit a bid or proposal on this contract.

1.7 CODES AND STANDARDS

A. Where codes and standards are referred to, they are the current approved codes. It is the duty of the Contractor to obtain from its supplier and submit evidence, if requested, that provided material is in compliance with the applicable codes and standards.

1.8 STATE AND LOCAL LAWS

A. Conform to all applicable State and local laws in carrying out obligations under the contract.

B. Meet the requirements and recommendations of the Manual of Accident Prevention in

Construction; Associated General Contractors of America, Inc., and Occupational Safety and Health Act.

1.9 PERMITS

A. The Contractor shall be responsible to obtain and pay for all construction and inspection permits as required.

B. Construction Stormwater General Permit shall be obtained from Oregon Department of

Ecology, in accordance with Section 01 57 23 – Temporary Stormwater Pollution Control

SUMMARY OF WORK 01 11 00 - 4

C. Building and plumbing permits shall be obtained from the City of Pendleton. For bidding purposes, Contractors shall include an allowance to cover fees for these permits in accordance with Section 00 21 13 – Instructions to Bidders; the Contract shall be adjusted after the final permit fees are established.

D. Electrical permits shall be obtained from the Oregon Building Code Division (BCD) Fee worksheets and tables are available on the BCD website.

1.10 WAGE RATES

A. All contractors and subcontractors performing work on the Project shall comply with state

Prevailing Wages on Public Works as applicable to the project. Prevailing wages for

Umatilla County are available on the Oregon Bureau of Labor and Industries (BOLI) website.

1.11 AMERICAN IRON AND STEEL

A. In accordance with the current SRF Assistance AIS requirements, all of the iron and steel products used in this project shall be produced in the United States, except those iron and steel products that are specifically excluded (see SRF Form 6-B) or for which a waiver has been issued.

B. Documentation including certificates of compliance (SRF Form 6-B) shall be submitted for approval by the Contractor prior to purchase of AIS iron and steel products.

C. Refer to EPA website for more details:

1. https://www.epa.gov/cwsrf/state-revolving-fund-american-iron-and-steel-ais-requirement

2. https://www.epa.gov/system/files/documents/2025-06/wifia-ais-waiver-request-form.pdf

1.12 BUILD AMERICA, BUY AMERICA (BABA)

A. BABA requirements have been waived by CWSRF.

1.13 NON‑DISCRIMINATION AND EQUAL EMPLOYMENT OPPORTUNITY

A. The Contractor shall comply with all applicable federal, state, and local laws, regulations, and executive orders relating to equal employment opportunity and non‑discrimination.

B. The Contractor shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, national origin, age, disability, marital status, veteran status, or any other characteristic protected by law.

The Contractor shall take affirmative action to ensure that applicants are employed and that employees are treated during employment without regard to these characteristics. Such action shall include, but not be limited to, employment, upgrading, demotion, or transfer;

recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship.

https://www.epa.gov/cwsrf/state-revolving-fund-american-iron-and-steel-ais-requirement https://www.epa.gov/cwsrf/state-revolving-fund-american-iron-and-steel-ais-requirement https://www.epa.gov/system/files/documents/2025-06/wifia-ais-waiver-request-form.pdf https://www.epa.gov/system/files/documents/2025-06/wifia-ais-waiver-request-form.pdf

SUMMARY OF WORK 01 11 00 - 5

C. The Contractor shall comply with:

1. Title VI of the Civil Rights Act of 1964, as amended;

2. Executive Order 11246, as amended, and implementing regulations (41 CFR Part

60);

3. Section 504 of the Rehabilitation Act of 1973;

4. The Americans with Disabilities Act (ADA);

5. The Age Discrimination Act of 1975;

6. EPA regulations governing State Revolving Fund (SRF) assistance agreements;

and

7. Oregon Revised Statutes (ORS) 279C.800–279C.870 and applicable Oregon

Bureau of Labor and Industries (BOLI) rules.

D. The Contractor shall include the provisions of this section in every subcontract and shall require each subcontractor to take appropriate action to comply. Failure by the Contractor to comply with these requirements may result in sanctions, termination of the contract, or other remedies provided by law.

PART 2 - PRODUCTS NOT USED

PART 3 - EXECUTION NOT USED

END OF SECTION 01 11 00

ACCESS TO SITE 01 14 13 - 1

SECTION 01 14 13 - ACCESS TO SITE

PART 1 - GENERAL

1.1 WORK INCLUDED

A. The Contractor shall make its own investigation of the condition of available public and private roads and of clearances, restrictions, bridge load limits, and other limitations affecting transportation and ingress and egress to the site of the Work. It shall be the

Contractor's responsibility to construct and maintain any haul roads required for its construction operations.

B. Work under this Section applies only to the construction of the New Administration

Building, Existing Administration Building, Storage Building, and associated site improvements.

1.2 TEMPORARY CROSSINGS

A. General: Continuous, unobstructed, safe, and adequate pedestrian and vehicular access shall be provided within the WWTRRF site.

Safe and adequate public transportation stops and pedestrian crossings at intervals not exceeding 300 feet shall be provided. The Contractor shall coordinate with plant staff to maintain scheduled deliveries (chemicals, parts, fuel) and waste removal activities.

Vehicular access to residential driveways shall be maintained to the property line except, when necessary, construction precludes such access for reasonable periods of time.

1.3 CONTRACTOR'S WORK AND STORAGE AREA

A. The Owner will designate and arrange for the Contractor's use, a portion of the property adjacent to the Work for its exclusive use during the term of the Contract as a storage and shop area for its construction operations on the Work. At completion of Work, the

Contractor shall return this area to its original condition, including grading and landscaping.

B. The designated staging area shall be coordinated to avoid interference with ongoing

WWTRRF operations and solids handling activities.

C. The Contractor shall make its own arrangements for any necessary off-Site storage or shop areas necessary for the proper execution of the Work.

D. The Contractor shall construct and use a separate storage area for hazardous materials used in constructing the Work as specified in Section 01 57 23 – Temporary Stormwater

Pollution Control.

ACCESS TO SITE 01 14 13 - 2

1. For the purpose of this paragraph, hazardous materials to be stored in the separate area are all products labeled with any of the following terms: Warning, Caution, Poisonous, Toxic, Flammable, Corrosive, Reactive, or Explosive. In addition, whether or not so labeled, the following materials shall be stored in the separate area: diesel fuel, gasoline, new and used motor oil, hydraulic fluid, cement, paints and paint thinners, two-part epoxy coatings, sealants, asphaltic products, glues, solvents, wood preservatives, sand blast materials, and spill absorbent.

2. Hazardous materials shall be stored in groupings according to the Material Safety

Data Sheets.

3. The Contractor shall develop and submit to the Engineer a plan for storing and disposing of the materials above.

4. The Contractor shall obtain and submit to the Engineer a single EPA number for wastes generated at the Site.

5. The separate storage area shall meet all the requirements of all authorities having jurisdiction over the storage of hazardous materials.

6. The separate storage area shall be inspected by the local Fire Chief prior to construction of the area, upon completion of construction of the area, and upon cleanup and removal of the area.

7. All hazardous materials which are delivered in containers shall be stored in the original containers until use. Hazardous materials which are delivered in bulk shall be stored in containers which meet the requirements of authorities having jurisdiction.

1.4 PARKING

A. The Contractor shall:

1. Provide temporary parking areas for its employees and construction equipment.

2. The Contractor shall direct its employees to park in areas indicated.

3. Traffic and parking areas shall be maintained in a sound condition, free of excavated material, construction equipment, mud, and construction materials. The

Contractor shall repair breaks, potholes, low areas which collect standing water, and other deficiencies.

4. Provide temporary parking areas adjacent to the Engineer’s construction trailer (2 spaces for Engineer and 1 space for Owner), if applicable.

ACCESS TO SITE 01 14 13 - 3

PART 2 - PRODUCTS NOT USED

END OF SECTION 01 14 13

MEASUREMENT AND PAYMENT (LUMP SUM) 01 22 00 - 1

SECTION 01 22 00 - MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 WORK INCLUDED

A. Measurement and payment will be made as specified in this Section and in accordance with the provisions of the General Conditions.

B. The Contractor is informed that 2% of the total Contract Price will be deducted from any money due the Contractor as progress payments until the Original CPM Schedule

Submittal outlined in Section 01 32 16 (Construction Progress Schedule) has been completed as specified. The aforementioned amount will be retained by the Owner as agreed, estimated value of completing the original schedule. Any such retention of money for failure to complete all such mobilization items as a lump-sum item shall be in addition to the retention of any payments due to the Contractor as specified in the

General Conditions of the Contract.

C. The Contractor is alerted to the provisions in Section 3.1 of Section 01 71 13 regarding payment provisions for Mobilization.

D. The Contractor is alerted to the provisions in Section 1.4 of Section 01 78 23 regarding payment provisions as it relates to the Owner’s Manual submittal.

1.2 MEASUREMENTS FOR PAYMENT (UNIT PRICE ITEMS)

A. Unit price Additive Bid Items found in Division 00, Section 3.0 – Proposal, shall be paid based on a measurement basis. The construction engineer or Owners representative shall approve quantities prior to beginning work.

B. All lump sum Bid Items and ABI’s shall be paid based on the Schedule of Values prepared and approved by the Owner.

1.3 SCHEDULE OF VALUES (LUMP SUM ITEMS)

A. The Contractor shall prepare and submit a detailed Schedule of Values to the Engineer within 30 days from the effective date of the Contract. The detailed Schedule of Values shall be based on the values listed in the Bid Schedule. Because the ultimate requirement is to develop a detailed Schedule of Values, sufficient detailed breakdown shall be provided to meet this requirement. The Engineer shall be the sole judge of acceptable numbers, details and description of values established. If, in the opinion of the Engineer, a greater number of Schedule of Values items than proposed by the Contractor are necessary, the Contractor shall add the additional items so identified by the Engineer.

B. The minimum detail of breakdown of the major Work components is indicated.

1. Mobilization and demobilization 2% of contract price - no breakdown required.

2. Bonds and insurance.

MEASUREMENT AND PAYMENT (LUMP SUM) 01 22 00 - 2

3. Construction schedule.

4. Civil site work shall be broken down into individual piping, rough grading, finish grading, site asphalt, site concrete, excavation, demolition, and any other items determined to be necessary for the establishment of pay items.

5. Buildings shall be broken down into foundation, walls, roofs, decks, insulation, doors/windows/louvers and any other items determined to be necessary for establishment of pay items.

6. HVAC and Plumbing mechanical work shall be broken down to rough-in and finish or trim stages.

7. The electrical work shall be broken down into site electrical, rough-in and trim or finish electrical.

8. All other Work not specifically included in the above items shall be broken down as necessary for establishment of pay items.

C. The Contractor, Engineer, and Owner shall meet and jointly review the detailed Schedule of Values within 35 days from the date of Notice to Proceed. The value allocations and extent of detail shall be reviewed to determine any necessary adjustments to the values and to determine if sufficient detail has been proposed. Any adjustments deemed necessary to the value allocation or level of detail shall be made by the Contractor and a revised detailed Schedule of Values shall be submitted within 40 days from the date of

Notice to Proceed.

1.4 CHANGES TO SCHEDULE OF VALUES

A. Changes to the schedule of values shall be made to reflect Owner approved change orders.

B. In the event that the Contractor and Engineer agree to make adjustments to the original

Schedule of Values because of inequities discovered in the original accepted detailed

Schedule of Values, increases and equal decreases to values.

1.5 TECHNICAL MANUAL SUBMITTAL

A. Up to two percent of the Contract Price will be retained from any monies due the

Contactor, if at the 75 percent construction completion point, all technical manuals have not been submitted as required by Section 01 78 23 – Operation and Maintenance Data.

1.6 CONTINGENCY ALLOWANCE

A. None.

MEASUREMENT AND PAYMENT (LUMP SUM) 01 22 00 - 3

PART 2 - PRODUCTS NOT USED

PART 3 - EXECUTION

3.1 INCIDENTAL WORK

A. All Work not specifically identified in this Section shall be considered incidental to other items; no special payment will be given for incidental work.

B. Prior to performing any demolition work, the area to be demolished shall be measured and agreed upon by the Engineer and Contractor. If demolition occurs prior to this measurement and agreement with the Engineer, the Engineer will measure only the area that, in the opinion of the Engineer, should have been the limits of demolition. Repairs to areas outside of these demolition limits, as determined by the Engineer, shall be replaced or reconstructed at no cost to the Owner.

3.2 BASE BID PAY ITEMS – LUMP SUM ITEMS

A. Bid Items 1 through 5. See Division 00, Section 3.0 Proposal for list of bid items and

Drawings and Specifications for project details

3.3 ADDITIVE BID ITEMS – LUMP SUM ITEMS

A. ABI #3. See Division 00, Section 3.0 Proposal for list of bid items and Drawings and

Specifications for project details

3.4 ADDITIVE BID ITEMS – UNIT PRICE ITEMS

A. ABI #1. – Curbing

1. Paid by the unit price.

2. See Drawing C-112, C-113-F, C-114-G, C-500

3. Includes cost of mobilization, demobilization, equipment, labor, material, overhead and profit, temporary facilities, and any other costs associated with curbing that are not specifically identified under other bid items.

B. ABI #2. – Asphalt

1. Paid by the unit price.

2. See Drawing C-112, C-113-F, C-114-G, C-201-F, C-201-G and Section 32 12 16

- Asphalt Paving

3. Includes all labor, materials, tools, manufacturing, delivery, handling, and equipment necessary for installing asphalt for site improvements and all other miscellaneous work or materials incidental to the work.

END OF SECTION 01 21 00

PROJECT MEETINGS 01 31 19 - 1

SECTION 01 31 19 - PROJECT MEETINGS

PART 1 - GENERAL

1.1 WORK INCLUDED

A. Contractor shall attend all Project meetings. Contractor’s representative shall include

Supervisor or Superintendent and shall have the required authority to commit the

Contractor to solutions agreed upon. Other Contractor and subcontractor representatives may attend Project meetings as desired.

B. Contractor shall provide all pertinent Work-related reports or documents for each meeting as requested by the Owner.

C. Engineer will record minutes of all meetings and will furnish one (1) copy to the Contractor and Owner. Recipients of copies may make and distribute such other copies as they wish.

D. Contractor shall advise the Engineer of any inaccuracies, discrepancies, objections, or missing items in the minutes within five (5) calendar days of receipt of the minutes.

1.2 PRECONSTRUCTION CONFERENCE

A. A preconstruction conference will be convened to designate responsible personnel, discuss scheduling, shop drawing procedures, pay applications processing, project supervision, coordination, progress reports, payrolls, labor provisions, and to establish a working understanding among the parties as to the Work. The Contractor will be responsible to have all subcontractors and major suppliers represented at the preconstruction meeting.

B. The purpose of the conference is to designate responsible personnel and establish a working relationship. Matters requiring coordination will be discussed and procedures for handling such matters established. The complete agenda will be furnished to the Contractor prior to the meeting date. However, the Contractor should be prepared to discuss all of the items listed below.

1. Status of Contractor’s insurance and bonds.

2. Issuance of Notice to Proceed

3. Contractor’s tentative schedules.

4. Transmittal, review, and distribution of Contractor’s submittals.

5. Processing applications for payment.

6. Maintaining record documents.

7. Critical work sequencing.

8. Field decisions and Change Orders.

PROJECT MEETINGS 01 31 19 - 2

9. Use of Site, office and storage areas, security, housekeeping, and Owner’s needs.

10. Major equipment deliveries and priorities.

11. Contractor’s assignments for safety and first aid.

12. Daily Report Form.

13. Submittal Transmittal Form which the Engineer will furnish.

C. Unless previously submitted to the Engineer, the Contractor shall bring to the conference one copy each of the following:

1. A preliminary schedule of Shop Drawings, Samples, and proposed Substitute or

Equal submittals listed in the Bid.

2. A list of all permits and licenses the Contractor shall obtain indicating the agency required to grant the permit, the expected date of submittal for the permit, and required date for receipt of the permit.

3. A preliminary schedule of values in accordance with the bid schedule.

4. A 60-day plan of operation in accordance with Section 01 32 16 – Construction

Progress Schedule.

5. Procurement schedule of major equipment and materials and items requiring long-lead time.

D. The Engineer will preside at the preconstruction conference and will arrange for keeping and distributing the minutes to all persons in attendance.

E. The Contractor and its subcontractors should plan on the conference taking no more than

1 full working day.

1.3 PROGRESS MEETINGS

A. The Engineer will arrange and chair weekly progress meetings. These meetings will be held at the project site or virtually as decided upon between Engineer and Owner and held throughout the course of construction. The Contractor is to ensure that an authorized representative, having authority to act for and on behalf of the Contractor and having full knowledge of the Work and the contract schedule attend the meetings.

B. Representatives of the Contractor's suppliers and subcontractors, and parties providing services for the same, may attend the meeting if the Contractor elects to invite them to assist the Contractor's representatives at the meetings.

C. Relay agenda items to Engineer at least 24 hours prior to meeting.

D. Suggested Agenda

1. Review of Work progress

PROJECT MEETINGS 01 31 19 - 3

2. Field observations, problems, and conflicts

3. Problems that impede construction schedules

4. Review of off-site fabrication and delivery schedules

5. Corrective measure and procedures to regain projected schedules

6. Revisions to construction schedules

7. Plan progress schedules during succeeding work period

8. Coordination of schedules

9. Review submittal schedules, field orders, change orders, RFIs, and pay applications;

expedite as required

10. Maintenance of quality standards

11. Review proposed changes for effect on construction schedules and on completion dates

12. Other business

1.4 OTHER MEETINGS

A. Other meetings will be held from time to time as may be requested by the Owner or

Contractor. Time and place of meeting shall be as mutually agreed upon. Those required to be in attendance at meetings shall be as requested.

B. Other meetings shall also include meetings with regulatory agencies. When requested, the

Contractor shall attend meetings held or required by governmental regulatory agencies having jurisdiction of the Work.

C. Other meetings also include Post-Construction Conference. The Post-Construction

Conference will be held prior to initial acceptance of the Work to discuss and resolve all unsettled matters.

PART 2 - PRODUCTS NOT USED

END OF SECTION 01 31 19

CONSTRUCTION PROGRESS SCHEDULE 01 32 16 - 1

SECTION 01 32 16 - CONSTRUCTION PROGRESS SCHEDULE

PART 1 - GENERAL

1.1 WORK INCLUDED

A. Scheduling of the Work shall be performed by the Contractor in accordance with the requirements of this Section. The purpose of the Construction Schedule is to allow the

Contractor to prepare an orderly plan to aid in the timely completion of the project.

B. Development of the schedule and project status reporting requirements of the Contract shall employ computerized Critical Path Method (CPM) scheduling.

C. The approved Construction Schedule shall be used to plan and execute the Work, to measure the progress of the Work, and to aid in evaluating time extensions.

D. Failure to maintain the Construction Schedule in an approved status may result in the

Owner withholding a monetary penalty against the responsible Contractor(s) until the schedule is approved as set forth in 3.4 of this Section.

PART 2 - PRODUCTS

2.1 CONSTRUCTION SCHEDULE

A. Prepare a detailed construction schedule in graphic form showing duration and proposed dates of starting and completing each major division of the Work. The schedule is to be consistent with the time and order of Work requirements of the specifications, and is to be the basis of the Contractor’s operations. Prepare the schedule utilizing a Gantt chart (bar type) or similar method that connects related activities.

B. Sufficient detail shall be included for the identification of subdivisions of the major components listed below. The major components should be broken in into activities such as excavation, foundation subgrade preparation, foundation concrete, completion of all structural concrete, CMU, roof, pump/equipment, mechanical and plumbing installation, electrical power and controls, coatings, and other activities as required.

1. Notice to Proceed

2. Mobilization

3. Site Work

4. Yard Piping

5. Site Excavation

6. Site Grading

7. Building Foundations & Floors

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8. Building Walls

9. Building Roofs

10. Building Mechanical

11. Building Electrical & Controls

12. Building Finishes

13. Rough-in Inspections

14. Final Inspections

15. Substantial Completion

16. Punchlist

17. Final Completion

C. Submit a horizontal bar chart with separate line for each section of Work, identifying first work day of each week.

D. Show complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities. Indicate the early and late start, early and late finish, float dates, and duration. Clearly indicate critical path and activities/items on the critical path.

E. Indicate estimated percentage of completion for each item of Work at each submission.

F. Indicate submittal dates required for shop drawings, product data, samples, and product delivery dates.

PART 3 - EXECUTION

3.1 INITIAL SCHEDULE SUBMITTAL

A. The Contractor shall submit two short-term schedule documents at the Pre-construction

Conference which shall serve as the Contractor's Plan of Operation for the initial 60-day period of the Contract Time, and to identify the manner in which the Contractor intends to complete all Work within the Contract Time.

B. The bar chart shall show the accomplishment of the Contractor's early activities

(mobilization, permits, submittals necessary for early material and equipment procurement, and long lead, CPM submittals, initial site work and other submittals and activities required in the first 60 days).

C. Following the Contractor’s receipt of the Engineer’s review comments, the Contractor shall correct the schedule to identify missing activities and relationships relevant to the Scope of Work. No time extensions will be granted to complete activities not initially included in the Contractor’s Construction Schedule.

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D. To the extent that there are any conflicts between the approved Construction Schedule and the requirements of the Contract Documents, the Contract Documents shall govern.

3.2 FINAL CONSTRUCTION SCHEDULE SUBMISSION

A. The Final Construction Schedule shall be submitted for approval within 60 calendar days after Notice to Proceed is issued. It shall provide a reasonable level of detail and a reasonable sequence of activities which represent Work through the entire project.

B. The Construction Schedule shall show the sequence and interdependence of activities required for complete performance of the Work, beginning with Contractor’s receipt of the

Notice to Proceed and concluding with the date of Final Completion of the Contract. The

Project Schedule shall show all activities in workdays, with allowance for holidays and the effects of normal weather conditions on outside work.

C. The Construction Schedule shall comply with all limits imposed by the Scope of Work, with all contractually specified intermediate milestones and completion dates, and with all constraints, restraints, or sequences included in the Contract.

D. Procurement Activities: Prepare the schedule in chronological order of submittals. Show specification section of the submittal, name of contractor and generic description of work covered. Include activities to cover the complete procurement process to include but not limited to: submittal, review, approval, resubmittal, procurement, fabrication, delivery, permits, and similar pre-construction work.

E. Manpower:

1. All activities shall have an estimate of the average number of workers per day that are expected to be used during the execution of the activity.

2. Identification of any manpower, material or equipment restrictions, as well as any activity requiring unusual shift work, such as two (2) shifts per day, six (6) day work week, specified overtime, or work at times other than regular days or hours, shall clearly be identified in the Project Schedule.

3. Critical or near Critical Paths resulting from the use of manpower or equipment restraints shall be kept to a minimum. (Near Critical Paths are defined as paths having 10 workdays or less of total float.)

F. Responsibility: All activities shall be identified in the Construction Schedule by the party responsible to perform the Work. Responsibility includes, but is not limited to, the

Contracting Firm, the Subcontracting Firm, Contractor Workforce, or Agency performing a given task. Activities shall not belong to more than one responsible party.

G. Work Areas:

1. Arrange the schedule to show each major area of construction for each major category or unit of Work.

2. All activities shall be identified in the Construction Schedule by the Work area in which the activity occurs. Activities shall not be allowed to cover more than one work area.

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H. Modification or Claim Number: Any activity that is added or changed by a change order or used to justify any claimed time, shall be identified by change order code that changed the activity. Activities shall not belong to more than one change order.

I. Milestones: The Construction Schedule shall start no earlier than the date that the Notice to Proceed (NTP) was issued. Milestone dates are defined in calendar days following the date set forth in the Notice to Proceed and are required to be met by all Contractors. Time is of the essence for the completion of Milestones and for the Contract Completion date.

3.3 PERIODIC SCHEDULE UPDATES

A. Submit revised schedule with each Application for Payment, identifying changes since previous version.

B. Provide recommendations for adjusting the Construction Schedule to meet milestone completion and Contract completion dates (include why the schedule needs adjusting, i.e., change order, weather, contractor resources, etc.).

C. The Contractor shall prosecute the Work in accordance with the approved Construction

Schedule. Out of sequence construction, defined as a change from the Construction

Schedule in the Contractor’s actual operation, requires prior approval from the Engineer.

D. Upon the approval of a change order or the issuance of a unilateral change order by the

Owner the agreed-upon change order activities, activity durations, logic and impacts shall be reflected in the next schedule submittal by the Contractor.

3.4 PAYMENT FOR CPM SCHEDULES

A. The Contractor’s attention is directed to the condition that 2% of the total Contract Price will be deducted from any money due the Contractor as progress payments until the

Original CPM Schedule Submittal listed above has been completed as specified. The aforementioned amount will be retained by the Owner as agreed, estimated value of completing the original schedule. Any such retention of money for failure to complete all such mobilization items as a lump-sum item shall be in addition to the retention of any payments due to the Contractor as specified in the General Conditions of the Contract.

B. Approval of subsequent monthly pay requests may be delayed unless accompanied by a copy of the monthly update to the CPM schedule as described above. Extensive delays in submission of the monthly update may constitute sufficient basis for the Engineer to recommend withholding of some or all of any payment.

END OF SECTION 01 32 16

SUBMITTAL PROCEDURES 01 33 00 - 1

SECTION 01 33 00 – SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 WORK INCLUDED

A. Wherever submittals are required hereunder, all such submittals by the Contractor shall be submitted to the Engineer as delineated in this Section.

B. At the Pre-Construction Conference, the Contractor shall submit the following items to the

Engineer for review:

1. A preliminary construction schedule.

2. A preliminary schedule of Shop Drawings, Samples, and proposed Substitutes

("Or-Equal") submittals listed in the Bid.

C. The Contractor shall provide an internet-based (PROCORE) construction management software package for submitting and tracking project related documents such as RFI’s and

Submittals. Access to and the use of this internet-based construction management site will be provided at no cost to the Engineer and Owner.

1.2 ENGINEER’S REVIEW PERIOD

A. For planning purposes, the Contractor shall assume a minimum of 14 days for review by the Engineer following receipt of submittal/resubmittal. If an expedited review is requested by the Contractor, the submittal shall identify the requested expedited review. The

Engineer will attempt to accommodate the expedited review.

1.3 SUBMITTAL PROCEDURES

A. Verify that the material or equipment described in each submittal conforms to all requirements of the Specifications and drawings. Where the detailed specifications require specific submittal data, submit all data at the same time. The submittals are to be accompanied by the transmittal form attached at the end of this Section. The Engineer will return for resubmittal any information not accompanied by the specified transmittal form, properly completed.

B. Indiscriminate submittal of only manufacturer’s literature is unacceptable and will be rejected.

C. The submittals shall be numbered as XXXXXX-YY-z., where XXXXXX is the specification section number, YY is the sequential number of the submittal, and Z is used for re-submittal labeled a through z. For example, the first submittal of an item from

Section 32 13 13 – Concrete for Exterior Improvements would be numbered “32 13 13-

01”; the first re-submittal of the submittal would be numbered “32 13 13-01-A”.

D. A separate transmittal form shall be used for each specific item or class of material or equipment for which a submittal is required. Transmittal of a submittal of various items

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using a single transmittal form will be rejected. A multiple page submittal shall be collated into sets, and each set shall be stapled or bound, as appropriate, prior to transmittal to the

Engineer.

E. Identify Project, Contractor, subcontractor or supplier, pertinent Drawing sheet and detail number(s), and specifications section number, as appropriate.

F. All Contractor shop drawings submittals shall be carefully reviewed by an authorized representative of the Contractor, prior to submission to the Engineer. Each submittal shall be dated, signed, and certified by the Contractor, as being correct and in strict conformance with the Contract Documents. In the case of shop drawings, each sheet shall be so dated, signed, and certified. No consideration for review by the Engineer of any Contractor submittals will be made for any items which have not been so certified by the Contractor.

All non-certified submittals will be returned to the Contractor without action taken by the

Engineer, and any delays caused thereby shall be the total responsibility of the Contractor.

G. Do not mark the submittals in red. Ensure that any marks are duplicated on all copies submitted. Outline the marks on reproducible transparencies in a rectangular box.

H. Coordinate submission of related items.

I. Identify variations from Contract Documents and product or system limitation which may be detrimental to successful performance of the completed Work.

J. Provide space for Contractor and Engineer Review stamps.

K. Submit electronic submittals to:

Mr. Curtis Butterfield cbutterfield@kellerassociates.com

L. Submit material samples to:

Mr. Curtis Butterfield

1060 Jadwin Ave #375, Richland, WA 99352

M. Electronic submittals:

1. Electronic submittals shall be submitted in PDF format and combined into a single file.

2. Engineer will return comments only.

3. Contractor is responsible for distributing copies of the submittal and Engineer’s comments to concerned parties.

4. Engineer may require hard copies in lieu of an electronic submittal if, in the opinion of the Engineer, the electronic submittal is difficult to read.

5. Revise and resubmit submittals as required, identify all changes made since previous submittals. It is considered reasonable that the CONTRACTOR shall make a complete and acceptable submittal to the ENGINEER by the second

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submission of a submittal item. The OWNER reserves the right to withhold monies due to the CONTRACTOR to cover additional costs of the ENGINEER’s review beyond the second submittal.

N. Revise and resubmit submittals as required, identify all changes made since previous submittals.

O. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions.

1.4 DEVIATIONS FROM CONTRACT

A. If the Contractor proposes to provide material or equipment which does not conform to all of the Specifications and Drawings, the transmittal form accompanying the submittal copies shall indicate under "comments" the deviations.

1.5 SHOP DRAWINGS

A. The term "Shop Drawings" as used herein shall be understood to include detail design calculations, shop drawings, fabrication, and installation drawings, erection drawings, list, graphs, catalog sheets, data sheets, and similar items. Whenever the Contractor is required to submit design calculations as part of a submittal, such calculations shall bear the signature and seal of an engineer registered in the appropriate branch and in the state wherein the project is to be built, unless otherwise directed.

B. Except as may otherwise be indicated herein, the Engineer will return submittal to the

Contractor with comments. The Contractor shall make a complete and acceptable submittal to the Engineer by the second submission of a submittal item.

C. If submittal is returned to the Contractor marked "NO EXCEPTIONS TAKEN," formal revision and resubmission of said submittal will not be required.

D. If submittal is returned to the Contractor marked "MAKE CORRECTIONS NOTED," formal revision and resubmission of said submittal will not be required.

E. If submittal is returned to the Contractor marked "AMEND-RESUBMIT," the Contractor shall revise said submittal and shall resubmit the required number of copies of said revised submittal to the Engineer.

F. If submittal is returned to the Contractor marked "REJECTED-RESUBMIT," the

Contractor shall revise said submittal and shall resubmit the required number of copies of, said revised submittal to the Engineer.

G. Fabrication of an item shall be commenced only after the Engineer has reviewed the pertinent submittals and returned copies to the Contractor marked either "NO

EXCEPTIONS TAKEN" or “MAKE CORRECTIONS NOTED". Corrections indicated on submittals shall be considered as changes necessary to meet the requirements of the

Contract Documents and shall not be taken as the basis for changes to the contract requirements.

1.6 ORGANIZATION

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A. A single submittal transmittal form shall be used for each technical specification section or item or class of material or equipment for which a submittal is required. A single submittal covering multiple sections will not be acceptable, unless the primary specification references other sections for components.

B. On the transmittal form, index the components of the submittal and insert tabs in the submittal to match the components. Relate the submittal components to specification paragraph and subparagraph, drawing number, detail number, schedule title, room number, or building names, as applicable.

C. Unless indicated otherwise, terminology and equipment names and numbers used in submittals shall match those used in the Contract Documents.

1.7 EFFECT OF ACCEPTANCE OF CONTRACTOR INFORMATION

A. Acceptance by the Engineer of any drawings, method of work, or any information regarding materials or equipment the Contractor proposes to provide shall not relieve the

Contractor of their responsibility for any errors therein and shall not be regarded as an assumption of risk or liability by the Engineer or Owner, or by any officer or employees thereof, and the Contractor shall have no claim…