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DES

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DATE:

REV DATE DWN CHK APP

DWG NO:

REV

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STANDARDS CHECKEWEB PROJECT SHEET NO:

SCALE:

REVISION DESCRIPTION

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AT FULL SIZE

(IF NOT 1" - SCALE ACCORDINGLY)

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FUNC BY CHK APP EWEB WORK

ORDER NO.

2500190

AS NOTED02/23/25

B-41150-EC1

ROBE

ASL

WATER DISTRIBUTION

WATER MAIN REPLACEMENT

ARTHUR ST. AT AMAZON CREEK BRIDGE

EROSION CONTROL SITE MANAGEMENT

COVER SHEET

EUGENE WATER & ELECTRIC BOARD

EUGENE, OREGON

ARTHUR ST. TO AMAZON CREEK BRIDGE - WATER MAIN REPLACEMENT

NORTH

NORTH

EWEB WORK ORDER: 2500190

DIGITALLY SIGNED

R ec ei ve d by

C ity o f E ug en e:

B

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P M

C.S.M.P. Review Complete Review and concurrence of this plan does not insure compliance with Local Regulations.

All soil disturbing activity must comply with

Sections 6.625 to 6.645 of the Eugene Code.

05/01/26 Staff Date Kelli Scott

Issuance of an Erosion Prevention Permit approves protection measures, not construction or ground disturbing activities. It does not relieve the permit holder and/or contractor from other permitting requirements.

JOB SITE COPY

ev ie w ed fo r od e om pl ia nc

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Sheets and Views

B-41150-EC1

2/

AM

AS NOTED02/24/25

B-41150-EC2

NOTES

CALL ONE NUMBER

1-800-332-2344

FOR UTILITY LOCATIONS

48 HOURS BEFORE YOU DIG

ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. These rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the center at 503-223-1967.

FOR REFERENCE ONLY NOT APPROVED

Refer to Urban Forestry for City Tree Protection Requirements.

Sheets and Views

B-41150-EC2

PM

B-41150-EC3

GENERAL NOTES, ABBREVIATIONS & LEGEND

₂

Issuance of an Erosion Prevention Permit approves protection measures, not construction or ground disturbing activities. It does not relieve the permit holder and/or contractor from other permitting requirements.

Review and concurrence of this plan does not insure compliance with Local Regulations. All soil disturbing activity must comply with Sections 6.625 to 6.645 of the

Eugene Code.

Sheets and Views

B-41150-EC3

B-41150-EC4

PLAN SHEET STA: 10+00 TO 11+46

O R T H

00280.16(i)1: Manufactured basins sufficiently durable to be removed intact, or cleaned of content without releasing concrete material or concrete washout water. Concrete washout waste shall not splash or leak during transport.

Per CSMP Requirement 17a.

all disturbed soils need to be permanent stabilized.

During removal of existing pipe and installation of new pipe - replacing joints, contain construction debris/concrete dust to prevent depositing material into the Amazon Creek below. To discuss at pre-construction meeting.

Review and concurrence of this plan does not insure compliance with Local Regulations.

All soil disturbing activity must comply with

Sections 6.625 to 6.645 of the Eugene Code.

Issuance of an Erosion Prevention Permit approves protection measures, not construction or ground disturbing activities. It does not relieve the permit holder and/or contractor from other permitting requirements.

Perimeter control to be discussed at pre-construction meeting for work under bridge.

Sheets and Views

B-41150-EC4

B-41150-EC5

OREGON STANDARD DETAILS - SHEET 1

Construction of a field fabricated concrete washout is not approved.

Pre-fabricated, manufactured concrete washout facility to be used on site per 00280.16(i)1: Manufactured basins sufficiently durable to be removed intact, or cleaned of content without releasing concrete material or concrete washout water. Concrete washout waste shall not splash or leak during transport.

Sheets and Views

B-41150-EC5

9/ 9/

:5

B-41150-EC6

OREGON STANDARD DETAILS - SHEET 2

Docusign Envelope ID: 91F87535-00AB-437A-BFEC-0637E02D5E23

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EUGENE WATER & ELECTRIC BOARD

Arthur St. to Amazon Creek Bridge

Water Main Replacement

WO 2500190

TECHNICAL SPECIFICATIONS

MARCH 2026

EXPIRES 06/30/2027

March 2026 TOC-i Eugene Water & Electric Board

WO#: 2500190 Arthur St. to Amazon Creek Bridge

TABLE OF CONTENTS

EWEB CONTRACT SPECIFICATIONS

Section Title

00100 COVER

01010 SUMMARY OF WORK

01014 WORK COORDINATION SEQUENCE AND SCHEDULE

01060 SAFETY AND HEALTH

01200 MEASUREMENT AND PAYMENT

01300 SUBMITTALS

01320 PROJECT MEETINGS

01400 QUALITY CONTROL

01420 REFERENCE STANDARDS

01500 CONSTRUCTION FACILITIES

01560 CONSTRUCTION SITE MANAGEMENT

01570 TRAFFIC CONTROL

01700 RESTORATION OF IMPROVEMENTS

01720 AS BUILT RECORDS

01750 CONTRACT CLOSEOUT REQUIREMENTS

02200 TRENCHING AND BACKFILL

02600 WATER DISTRIBUTION PIPING

02606 WATER DISTRIBUTION VALVES

02675 TESTING

10000 SUPPLEMENTAL

March 2026 01010-1 Eugene Water & Electric Board

SECTION 01010

SUMMARY OF WORK

PART 1 - GENERAL

1.01 GENERAL

The work covered under this contract will be performed on Arthur St and Amazon Creek Bridge as described within these bid documents in Eugene, OR. Contractors will be required to notify, coordinate, and comply with City of Eugene Construction Standards.

1.02 DESCRIPTION OF PROJECT

The work to be performed under this contract includes but is not limited to:

• Removal and Installation of approximately 125 feet of 8-inch ductile iron pipe and appurtenances, including a section of the pipe braced to the bottom of the

Amazon Creek Bridge.

• Maintaining erosion control procedures to avoid any contaminants and debris from falling into the Amazon Creek while working under the bridge.

• Complete locate tracer wire continuity testing, water main flushing and hydrostatic pressure testing of the new pipeline.

1.03 WORK COMPLETED BY OWNER

EWEB will complete the following work.

• Disinfecting the new pipeline.

• Connecting the new pipeline to the existing system.

• Testing and Inspection services.

1.04 SCHEDULE

All work shall be completed by the dates specified in Section 00400.

All work shall be performed between the hours of 7am and 7pm.

1.05 PREVAILING WAGES

Prevailing Wages are required for the project. See Specification Section 00830.

1.06 CLEAN-UP

March 2026 01010-2 Eugene Water & Electric Board

• Keep the work site, staging areas, and Contractor’s facilities clean and free from rubbish, debris and soil/rock on the street surface.

• Remove materials and equipment from the site when they are no longer necessary.

• Demolished materials shall not be stored on site.

• Clear all equipment, unused materials, and rubbish from the site upon completion of the work and before final acceptance, the work site shall be cleared of equipment, unused materials, and rubbish.

1.07 PERMITS

EWEB shall obtain:

• Right of Way permit. Contractor shall abide by City of Eugene construction standards.

• Erosion and Sediment Control Permit. Contractor shall abide by all City of

Eugene erosion and sediment control standards.

• CONTRACTOR shall obtain: Any other permits required to complete the work.

END OF SECTION

March 2026 01014-1 Eugene Water & Electric Board

SECTION 01014

WORK COORDINATION, SEQUENCE, AND SCHEDULE REQUIREMENTS

PART 1 – GENERAL

1.01 SECTION INCLUDES

A. Requirements for the coordination, sequencing, and scheduling of the work.

1.02 CONTINUITY OF OPERATIONS

A. GENERAL

Coordinate the construction of the improvements to limit any disruptions in the normal operation of the EWEB Water Distribution System.

B. ACCESS

Coordinate work to avoid interference with access to residences when possible.

Coordinate daily access routines with the Owner. When the work interferes or impacts residences provide a minimum 48 hours’ written notice to the residents.

1.03 WORK SEQUENCE

A. The following general work sequence is anticipated for the project and includes but is not limited to the following:

1. Contractor constructs new water main and appurtenances.

2. EWEB inspects the new water main.

3. Contractor completes backfill and temporary patching.

4. Contractor completes hydrostatic testing of the new water main.

5. EWEB crews complete the disinfection, water quality testing, and main tie-in following successful pressure testing.

6. Contractor completes final sidewalk, curb and asphalt repair.

March 2026 01014-2 Eugene Water & Electric Board

1.04 COORDINATION

A. Coordinate scheduling, submittals, and the work to ensure an efficient and orderly sequence of installation and construction of interdependent elements.

B. Coordinate to allow EWEB crews access to the worksite to complete necessary and related work. Adjust work schedules, traffic controls, detours and other contractor performed work to facilitate EWEB’s efficient completion of work.

1.04 SCHEDULE

A. Provide a minimum 48 hours’ notice for EWEB inspections.

B. Provide a minimum 2 weeks’ notice for scheduling tie in work.

1.06 SUBMITTALS

B. The Contractor shall submit a construction schedule and shall not proceed with the work until the schedule has been returned to the Contractor with the approval of the

Engineer.

C. Submit in accordance with Section 01300.

March 2026 01060-1 Eugene Water & Electric Board

SECTION 01060

SAFETY AND HEALTH

A. Contractor’s responsibilities for safety during all work for this project.

1.02 GENERAL

B. The Contractor assumes full responsibility for safety for all work related to the

Contract Documents. By submitting a bid, the Contractor certifies that they are experienced and qualified to anticipate and meet the safety and health requirements of this project.

1.03 SAFETY AND HEALTH REGULATIONS

A. Safety and Health Regulations for Construction, under Section 107 of the Contract

Work Hours and Safety Standards Act, as set forth in Title 29, C.F.R.

B. Federal and State Occupational Safety and Health Act, as amended.

1.04 CONSTRUCTION SAFETY PLAN

A. Submit, in accordance with Section 01300, a construction site safety plan, which details the methods and procedures to comply with State, Federal, and local health and safety laws, rules and requirements for the duration of the Contract Time. At a minimum include the following:

1. Procedures for providing workers with an awareness of safety and health hazards expected to be encountered during the course of construction.

2. Safety equipment appropriate to the safety and health hazards expected to be encountered during construction. Include warning devices, barricades, safety equipment in public right-of-way and protected areas, and safety equipment used in multi-level structures.

3. Methods for minimizing employees’ exposure to safety and health hazards expected during construction.

4. Procedures for reporting safety or health hazards.

5. Procedures to correct and follow-up on a recognized safety and health hazard.

6. Procedures for investigation of accidents, injuries, illnesses and unusual events that have occurred at the construction site.

March 2026 01060-2 Eugene Water & Electric Board

7. Periodic and scheduled inspections of general work areas and specific workstations.

8. Training for employees and workers at the job site, including at a minimum:

a. General Safety Rules, including reporting of Unsafe Conditions

b. Hazard Communication & chemical safety

c. Evacuation Routes, Alarms & Procedures

d. Hot Work Program

e. Process Safety Management

f. Personal Protective Equipment

9. Methods of communication of safe working conditions, work practices and required personal protection equipment.

10. Identify the OSHA Certified competent person, defined as one who is capable of identifying existing and predictable hazards in the surroundings or working conditions which are unsanitary, hazardous, or dangerous to employees and one how has the authority to take prompt corrective action, and who will be onsite during all phases of construction.

B. Assume responsibility for every aspect of Health and Safety on the job site, including the health and safety of Subcontractors, suppliers, and other persons on the job site.

C. Transmit to Owner copies of reports and other documents related to accidents or injuries encountered during construction.

D. To ensure the safety of Contractor and Owner employees, facilities and equipment, the Contractor shall conduct comprehensive pre-work safety review conferences with employees.

E. Provide to the Engineer a listing of all hazardous chemicals with applicable

Material Safety Data Sheets that will be used on the job site.

F. Utilize employees trained in safe practices and instruct employees as to the specific potential hazards of this project and protection procedures that are to be used during the course of the project. Contractor shall maintain records as to training and enforcement procedures that assure that safe practices are followed.

G. Contractor shall be responsible for providing all necessary safety equipment.

March 2026 01200-1 Eugene Water & Electric Board

SECTION 01200

MEASUREMENT AND PAYMENT

A. Requirements for measurement and payment for unit price items.

A. The total bid price shall cover all work required by the Contract Documents and cover all costs in connection with the proper and successful completion of the work. The final price shall include furnishing materials, equipment, supplies, and appurtenances; providing all construction equipment and tools necessary to complete the work; performing all necessary labor and supervision; and profit and overhead.

B. Payment for work bid at a unit price will be made only for actual quantities of accepted work, measured as specified below. The quantities appearing in the bid schedule are approximate and are provided for comparison of bids. EWEB does not warrant that the actual individual items, amount of work, or quantities will correspond to those shown in the bid schedule.

C. Items bid on a “Lump Sum” basis shall result in a complete structure or system in satisfactory working condition in respect to functionality of the installation.

1.03 MEASUREMENT AND PAYMENT

A. The numbers below correspond to the bid item numbers listed in Section 00400.

1. Mobilization, Bonds, Insurance and Demobilization

a. This item includes all requirements for mobilization, bonds, insurance, and demobilization.

b. Measurement:

This item will not be measured.

c. Payment:

The amount paid for mobilization in the progress payment will be based on the percent of the original contract amount, as follows:

i. When 5% of the work is completed: 75 percent of the amount for mobilization and demobilization will be paid

ii. When all work is substantially complete: the remaining amount will be paid

March 2026 01200-2 Eugene Water & Electric Board

2. Over-Excavation

a. This item includes all work required to excavate, remove from the site, and dispose of all material generated from over-excavation.

Measurement will be calculated based on the maximum trench width shown on the drawings and the authorized thickness of the over excavation.

Payment will be on a cubic yard basis.

3. 8” Diameter Ductile Iron Pipe

a. This item includes all materials and work required for furnishing and installing 8-inch ductile iron (DI) pipe, including all trenching to the depths shown on the drawings, backfilling to the top of the aggregate road base, saw cutting existing asphalt concrete pavement and concrete surfacing, utility crossings, concrete encasement, all required joint restraint systems for pipe, all required bracing to the bottom of the bridge, fittings, appurtenances and temporary flush ends. Concrete pavement removal beyond the trench width and existing pipe removal is considered incidental to the work and included in the unit price item.

Measurement will be based on total horizontal length, measured at the ground surface, of piping constructed as indicated on the

Drawings without deduction for fittings and valves. When water mains intersect, the measurement of each main shall be to the intersection of the center lines of the connecting fittings.

Payment for the 8-inch Ductile Iron Pipe, measured as specified above will be paid at the contract price per linear foot.

March 2026 01200-3 Eugene Water & Electric Board

4. Curb and gutter

a. This item includes all work required for labor, equipment and material to construct curb and gutter per City of Eugene requirements and specifications.

This item will be measured by the lineal foot of curb and cutter installed..

Payment for this will be based on the measured amount of curb and gutter.

5. Sidewalk:

material to construct 4-inch thick sidewalk per City of Eugene requirements and specifications.

This item will be measured by the square yard of sidewalk installed.

Payment for this will be based on the measured amount of 4-inch thick sidwalk.

6. Asphalt Concrete:

material to construct 6-inch thick or match existing, whichever is greater asphalt concrete per City of Eugene requirements and specifications.

This item will be measured by the square feet of asphalt installed.

Payment for this will be based on the measured amount of asphalt.

March 2026 01200-4 Eugene Water & Electric Board

7. Erosion Control and Creek Protection

a. This item includes all labor, equipment, materials, planning, permitting design, and maintenance for developing an erosion control plan, implementing erosion control measures, and installing protective measures around the Amazon Creek.

Payment for erosion control and creek protection will be on a lump sum basis.

8. Traffic Control

a. This item includes all labor, materials, and equipment associated with preparing a traffic control plan, maintenance and protection in accordance with an approved traffic control plan, temporary fencing, flagging, and safety barricades.

Payment for Traffic Control will be on a lump sum basis.

9. As-Built Drawings

a. All work associated with developing and submitting as-built records including contractor markups, valve cards, and performing as-built survey

Payment will be on a lump sum basis after as-built records are approved by EWEB.

March 2026 01200-5 Eugene Water & Electric Board

Items Not Listed

a. Where work is required but does not appear as a separate item in the bid form, the cost for that work shall be included and incidental to the unit prices listed in the bid schedule.

March 2026 01300-1 Eugene Water & Electric Board

SECTION 01300

SUBMITTALS

1 PART 1 - GENERAL

A. Submittal requirements to demonstrate compliance with the provisions and intent of the contract documents.

A. The documentation to be submitted for each item or process incorporated in the work is specified in the individual specifications.

B. Submittal requirements may be waived for those items furnished from the EWEB

Warehouse

C. Work cannot proceed until the material submittals have been returned marked approved or conditionally approved.

D. This section only applies to EWEB specific submittals. General submittals and submittals related to backfill and restoration shall be submitted to City of Eugene in accordance with their specifications.

1.03 SUBMITTAL PREPARATION

A. Verify that all features of all products conform to the specified requirements.

B. Clearly edit submittal documents to indicate only those items, models, or series of equipment that are being submitted for review. Cross out or otherwise delete all extraneous materials.

C. Ensure that there is no conflict with other submittals.

D. Coordinate submittals among subcontractors and suppliers.

E. Coordinate submittals so that work will not be delayed. No extension of time will be allowed because of failure to properly schedule submittals.

F. Verify field conditions that relate to the submittal item.

G. Ensure the submittal documents are clear and legible. Submittal documents determined to be illegible will be returned without review.

1.04 TRANSMITTAL PROCEDURE

A. Transmittal Form

1. Include a transmittal form with each submittal.

2. The transmittal form shall indicate any proposed material, equipment, or method of work that deviates from the contract documents.

March 2026 01300-2 Eugene Water & Electric Board

3. Sequentially number (starting at 1) each transmittal form. Resubmittals shall be assigned a sequential letter. Submittal 25 B for example, is the second resubmittal of submittal 25.

B. Submit one PDF electronic copy of the submittal for review and comment unless the submittal is longer than 50 pages in length or it results in an electronic file larger than 6 megabytes. If either of these conditions exist, submit three hard copies.

1.05 REVIEW PROCEDURE AND EFFECT OF REVIEW

A. General

1. Review is for general compliance with the contract documents and does not extend to means; methods; techniques; sequences or procedures of construction; verifying quantities, dimensions, weights, gages, or fabrication processes; or to safety precautions or programs.

2. Review of a separate item will not indicate approval of the assembly in which the item functions.

B. Engineer will review the submittal within 30 days after receipt. The review shall indicate the following:

1.06 REVIEW COSTS

A. EWEB is responsible for the cost to review initial submittal and the first revised submittal review.

Review Comment Effect of Comment

APPROVED The submittal is in compliance with the construction documents. The Contractor may begin work or incorporate the material covered by the submittal.

CONDITIONALLY APPROVED The submittal requires limited corrections. The Contractor may begin implementing the work method or material in accordance with the noted corrections without resubmittal.

NOT ACCEPTABLE –

RESUBMIT

The submittal is insufficient, contains incorrect data, or does not comply with the Contract Documents. The Contractor shall not begin work associated with the submittal item until the submittal has been revised, resubmitted, and returned with the review comment “Approved” or “Conditionally

Approved”.

REVIEW NOT REQUIRED The submittal will be returned without a review by an

Engineer.

March 2026 01300-3 Eugene Water & Electric Board

B. Contractor is responsible for the cost to review additional resubmittals. The cost of review includes, without limitation, administrative, design and engineering activities directly related to review of submittals.

March 2026 01320-1 Eugene Water & Electric Board

WO#: 2500190 Arthur St. at Amazon Creek Bridge

SECTION 01320

PROJECT MEETINGS

A. Requirements and Contractor’s responsibilities for project meetings during the work.

1.02 PRECONSTRUCTION MEETING

A. Prior to the start of construction, the Owner will schedule a meeting of the

Contractor and their respective representatives. The purpose of the meeting will be to clarify construction contract administration procedures, to establish lines of authority and communication and identify duties and responsibilities of the parties.

B. The agenda, prepared by Owner, for the meeting will cover at least the following items, a more detailed agenda will be distributed at the meeting:

1. Organization, personnel and contact information of the Contractor's forces, including Subcontractors and materials suppliers.

2. Owner’s construction management (CM) organization, personnel and contact information.

3. Channels and procedures for communication.

4. Contractor’s construction schedule, including sequence of critical work.

5. Processing of shop submittals and other data that will be submitted to

Owner for review.

6. Processing of change order requests.

7. Procedures for safety, first aid and security.

8. Procedures for quality control, housekeeping and related matters.

1.03 PROGRESS MEETINGS

A. Unless otherwise arranged, there will be weekly progress meetings at a location determined by the Owner and in accordance with any permit requirements.

1. The purpose of the weekly meetings is to coordinate the efforts of all concerned to result in smooth and coordinated progress towards completion of the overall project.

2. Owner, Contractor, Subcontractors and suppliers’ representatives as may be needed, other Contractors working at the site, the Project Manager, and other interested or affected parties will attend these meetings.

March 2026 01320-2 Eugene Water & Electric Board

B. Contractor shall bring to each weekly meeting a two-week rolling schedule. The two-week rolling schedule shall include the Contractor’s proposed daily activities and location(s) of work during the coming two-week period. No work shall commence at the beginning of each work week until the updated two-week rolling schedule is submitted.

C. The Contractor will be required to address the following items at the weekly meeting:

1. Work completed last week.

2. Work anticipated next week.

3. Subcontractors on site the prior week.

4. Subcontractors scheduled on site next week.

5. Contract document deficiencies or questions noted during prior week.

6. Changes in the scope of work during the prior week.

7. Corrective measures and procedures planned to regain planned schedule, cost or quality assurance, if necessary.

8. Report of any accidents, and any site safety issues that need to be addressed.

D. Other Agenda items to be discussed.

1. Identify problems that impede planned progress.

2. Other current business.

March 2026 01400-1 Eugene Water & Electric Board

SECTION 01400

QUALITY CONTROL

A. Requirements for quality control and inspection.

A. Inspection by the Owner’s Authorized Representative does not relieve the

Contractor of obligations to complete the work per the requirements of the

Contract Documents.

B. EWEB will contract with a special inspector. Contractor will coordinate the special inspections.

1.03 INSPECTION

A. The Contractor shall provide 24 hours’ notice before a required inspection.

B. Required inspections:

Item EWEB Special

Inspector

City of

Eugene

Prepared subgrade prior to placing any bedding material below the pipe or vaults

X

Compacted bedding material below the pipe, valves, and vaults

(every 500 ft)

Compacted pipe zone

Compacted trench zone

Pipe, valve, and vault installation prior to backfilling

Existing sewer pipe where the water line crosses below

Sewer and Storm Pipe Repairs X X

Prepared road subgrade X X X

Temporary Paving X

Final Paving X X X

March 2026 01400-2 Eugene Water & Electric Board

C. Materials and workmanship not conforming to EWEB's requirements shall be considered defective and will be rejected. Defective work or material, whether in place or not, shall be removed immediately from the site and replaced with materials or workmanship that conforms to EWEB’s requirements at the expense of the contractor.

D. Inspection by EWEB or acceptance of any part of the facilities by EWEB is not a waiver of any provision of the Plans and Specifications.

E. EWEB will inspect joint trench utilities to ensure proper placement. Final acceptance of the installation must be coordinated with each individual utility.

1.04 SAMPLES AND TESTS

A. The source of supply of materials for the Work will be subject to tests and inspection before installation when requested by EWEB. EWEB’s Authorized

Representative shall have full authority to require continuing tests and inspection of any source of supply or supplier’s source plants where there is evidence of irregularities in the materials presented or that the materials do not fully comply with the specifications.

B. All tests of materials furnished by the Contractor shall be made in accordance with the specified standards.

March 2026 01420-1 Eugene Water & Electric Board

SECTION 01420

REFERENCE STANDARDS

1.01 STANDARD SPECIFICATIONS AND DRAWINGS

A. EWEB has adopted the EWEB Water Distribution Design and Construction

Standards as the standard drawings and standard specifications that apply to all work to EWEB’s water distribution system. This document is hereby made a part of these specifications as fully and completely as if it were set forth therein. This document is available on EWEB’s website at:

http://www.eweb.org/Documents/contractor-developer/eweb-water-design-and-construction-standards.pdf

B. Hard copies of these documents may be requested by calling 541-685-7595 and paying the full cost of reproduction and shipping.

http://www.eweb.org/Documents/contractor-developer/eweb-water-design-and-construction-standards.pdf http://www.eweb.org/Documents/contractor-developer/eweb-water-design-and-construction-standards.pdf

March 2026 01500-1 Eugene Water & Electric Board

SECTION 01500

CONSTRUCTION FACILITIES AND UTILITIES

A. Requirements for Contractor’s temporary facilities at site of work and for the prosecution of the Work.

1.02 STAGING AREA

A. Contractor shall stage within the limits of work.

1.03 TEMPORARY ELECTRIC POWER

A. Contractor shall make provisions to obtain temporary electric power if required.

B. Cost of electric power is the responsibility of the Contractor.

C. The temporary electric power installation shall meet the construction safety requirements of OSHA, state, and other governing agencies.

1.03 TEMPORARY SANITARY FACILITIES

A. Provide toilet and wash-up facilities for the construction work force at the site of work.

B. Facilities shall comply with applicable laws, ordinances, and regulations pertaining to the public health and sanitation of construction field offices, dwellings, and camps.

1.04 TEMPORARY WATER SUPPLY

A. A temporary water meter and backflow device will be supplied to the Contractor at an available Owner approved hydrant at the request of the Contractor. Owner will pay the cost of the water.

B. The Contractor is responsible for extending piping or providing trucking capabilities from the hydrant to the site of work.

C. The Contractor is responsible for replacing the meter and/or backflow device if damage occurs while it is installed.

D. EWEB will remove temporary water facilities when no longer needed.

March 2026 01560-1 Eugene Water & Electric Board

SECTION 01560

CONSTRUCTION SITE MANAGEMENT

A. Requirements for providing a neat work site and providing appropriate environmental controls.

1.02 SITE MAINTENANCE

A. The Contractor shall keep the work site, staging areas, and Contractor’s facilities clean and free from rubbish and debris. Remove materials and equipment from the site when they are no longer necessary. Do not store equipment removed as part of demolition on site. Upon completion of the work and before final acceptance, clear the work site of equipment, unused materials, and rubbish to present a clean and neat appearance.

B. CLEAN-UP

1. Waste material of any kind will not be permitted to remain on the work site or on adjacent streets. Immediately upon such materials becoming unfit for use in the work, they shall be collected, carried off the site, and properly disposed of by the Contractor.

2. In the event that waste material, refuse, debris, and/or rubbish are not removed from the site by the Contractor, the Owner reserves the right to have the waste material, refuse, debris and/or rubbish removed and disposed of at the expense of the Contractor.

3. Paints, solvents, and other construction materials shall be handled with care to prevent entry of contaminants into storm drains, surface waters, or soils.

C. STREET CLEANING:

1. The Contractor shall prevent dirt and dust from escaping from trucks departing the site, by covering dusty loads, washing truck tires before leaving the site, and other reasonable methods.

2. In the event that the above requirements are violated and the Contractor takes no action after notification of infraction by the Owner, the Owner reserves the right to have the streets in question cleaned by others and the expense of the operation charged to the Contractor.

March 2026 01560-2 Eugene Water & Electric Board

3. Conform to the City of Eugene Erosion and Sediment Control Permit requirements.

4. Sweep the entire work site no less than once per week and as directed by

EWEB to minimize sediment discharge, reduce hazards, and maintain neat and tidy site.

1.03 AIR POLLUTION CONTROL

A. The Contractor shall not discharge smoke, dust, and other contaminants into the atmosphere that violate the air pollution regulations for the area. Internal combustion engines shall not be allowed to idle for prolonged periods of time.

Maintain construction vehicles and equipment in good repair. Exhaust emissions that are determined to be excessive by the Engineer shall be repaired or replaced.

1.04 NOISE CONTROL

A. The Contractor shall comply with all local controls and noise level rules, regulations, and ordinances which apply to any work performed pursuant to the

Contract. If the requirements of this Section are more restrictive than those of the local regulations, the requirements of this Section shall govern.

B. Each internal combustion engine, used for any purpose related to this Contract, shall be enclosed and be equipped with a muffler of a type recommended by the manufacturer. No internal combustion engine shall be operated on the project without said muffler and enclosure.

1.05 EROSION AND SEDIMENT CONTROL PLAN

A. Contractor shall prepare and submit an erosion and sediment control plan in compliance with EWEB’s approved sediment and erosion control permit. The permit and applicable conditions are included in section 0300. Submit plan per section 01300.

B. Control surface drainage from stockpiles, excavations and from borrow and waste disposal areas. Prevent erosion and sediment from entering storm systems and waterways.

C. Minimize the amount of bare soil exposed at one time. Cover all stockpiles during wet weather.

D. Provide temporary sediment controls such as silt fences, check dams, straw bale barriers, sand bag barriers, rock filter beds, sediment traps, sediment basins, drop inlet protection, and sand bag protection in accordance with the City of Eugene

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E. Construct fill and waste areas by selective placement to avoid erosive surface silts or clays.

F. Construction site housekeeping practices include but are not limited to: stabilized construction entrances if required, solid waste management, concrete waste disposal, hazardous materials management, spill prevention and control, protecting the local water ways, daily maintenance and clean up.

G. The Contractor shall not perform any clearing and grubbing, excavation or earthwork of any type until written acceptance of the erosion and sediment control plan has been received from the Owner and approved by the City, if applicable.

March 2026 01570-1 Eugene Water & Electric Board

SECTION 01570

TRAFFIC CONTROL

A. Requirements for traffic control.

1.02 QUALITY ASSURANCE

1. Conduct work within right-of-ways in compliance with all local, State, County, and Federal traffic control (MUTCD), and ROW permit

2. Conduct work within right-of-ways in compliance with local, State, County jurisdiction to maintain Temporary Pedestrian Accessible Routes

(TPAR).

3.. Take all necessary measures, including maintaining temporary asphalt patches, to prevent accidents, protect the safety of automobiles, bicycles and pedestrian traffic, and protect the work throughout construction.

4. Provide and maintain, for the duration of the construction period, all necessary barriers, cones, barricades, and construction warning and regulatory signs. Signs shall provide warning of construction activity and contain specific information regarding any traffic restrictions. Additional signage shall be used for bicycle path and sidewalk closures.

5. All existing access roads shall remain passable during non-working hours, including evenings and weekends unless approved by the local authority having jurisdiction.

6. Provide and maintain temporary traffic control measures to provide for the safe passage of vehicular, bicycle, and pedestrian traffic through and within the Work Zone whenever feasible.

B. Protect all existing signs and markings in accordance with the local authority’s regulations.

C. All lanes for moving traffic shall be at least 10 feet wide between delineators, with clearance of 2 feet from any vertical obstruction. For two lane traffic that is off center of the roadway, separate opposing lanes with cones or reflector delineators.

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1.03 TRAFFIC CONTROL PLAN

A. Prepare and submit a traffic control plan to the Local Authority having jurisdiction that includes but is not limited to the following:

1. Header with name of contractor, address of work and contact information.

2. Description of the nature of work.

3. Hours of work.

4. Estimated duration of work.

5. Legend.

6. Notification requirements including which agencies will be notified.

7. Identify proposed traffic control measures, traffic control devices, and barricade locations.

8. Include a site-specific map of the work area which shows, at a minimum, the proposed location and spacing of signs, taper lengths, proposed work zone, speed zone and street names.

9. Include a site-specific map of the work area which shows Temporary

Pedestrian Accessible Routes (TPAR).

10. Sequence of construction affecting the use of roads, sidewalks, and bike paths for vehicular traffic Include the time required for each phase of the

Work.

11. Sequence of construction affecting the use of crosswalks and sidewalks for pedestrian traffic.

B. Do not start work within a Work Zone until the Traffic Control Plan has been approved by the local governing authority and all approvals have been submitted to EWEB.

1.04 PUBLIC NOTICE

A. Provide a 5 day advanced notice of road closures in accordance with the local authority’s requirements.

B. Notify the public of bike path closures in accordance with the City of Eugene’s

C. Provide EWEB 72 hours of notice before a property will be impacted by

March 2026 01570-3 Eugene Water & Electric Board construction activities so EWEB can distribute notices to customers. Assist

EWEB in the distribution of notices.

D. Provide 48 hours’ notice to fire, EMS, LTD, school districts, utilities, and other affected organizations.

1.05 TEMPORARY SIGNS

A. Provide and erect temporary traffic control signs in accordance with the Manual of Uniform Traffic Control Devices (MUTCD).

B. Place information signs so that they are readable to both directions of travel.

C. Provide signs with reflective florescent orange sheeting per MUTCD.

D. Provide any and all necessary audible and/or visible signage required to maintain

Temporary Pedestrian Accessible Routes per ROW permit requirements.

1.06 ROAD CLOSURES/LANE CLOSURES

A. Road closures shall be approved by the local authority having jurisdiction.

B. The Contractor shall not close any public right-of-way without notifying the local authority having jurisdiction.

C. Protect streets, roads, highways, and other public thoroughfares that are closed to traffic by effective barricades. Locate barricades at the nearest intersecting public thoroughfare on each side of the blocked section.

D. Provide access or alternate routes for emergency vehicles including police, fire, ambulance, and utility maintenance at all times during construction activity.

E. Traffic delineators shall be placed 20 feet apart throughout transitions into and out of the construction area.

1.07 CONSTRUCTION SIGNS

A. Conform to the current version of the MUTCD with the State of Oregon

Supplement.

B. Provide fully reflective warning, regulatory and construction signs. Traffic delineators shall be a minimum 28-inches high, rubber or plastic and reflective.

1.08 FLAGGERS

A. Provide flaggers when necessary for the duration of roadway area construction per the MUTCD.

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PART 2 - NOT USED

PART 3 - EXECUTION

3.01 GENERAL

A. Install, operate and maintain temporary traffic control devices in accordance with the approved Traffic Control Plan.

B. At the end of each workday, restore conditions to allow unsupervised traffic. Set signs and barricades as necessary.

C. Turn, cover or remove existing permanent traffic control devices when they conflict with the temporary devices.

D. Remove temporary traffic control devices when no longer needed.

March 2026 01700-1 Eugene Water & Electric Board

SECTION 01700

RESTORATION OF IMPROVEMENTS

A. Requirements for restoration of work areas after installation and construction of new facilities.

1.02 PROTECTION OF EXISTING FACILITIES

A. Take precautions to protect the integrity and usefulness of existing facilities.

B. Protect installed Work and provide special protection where required in individual specification sections.

C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage.

D. Prohibit traffic from landscaped areas.

E. Immediately repair or replace existing equipment, controls, structures, or facilities that are damaged as part of the Work.

1.03 TEMPORARY RESTORATION

A. All disturbed areas shall be temporarily restored. Trenches through hard surfaces shall be patched with cold or hot mix asphalt at the end of each work day. Soft surfaces shall be stabilized to prevent erosion as soon as practicable after construction utilizing plastic sheeting, City approved mulch/seeding or other appropriate method in accordance with the approved erosion and sediment control plan.

1.04 PERMANENT RESTORATION

A. Permanent asphalt restoration of trenches shall be performed by Contractor.

B. Contractor shall restore and repair all trench lines to existing condition or better.

C. All permanent restoration shall be in accordance with City of Eugene rules, regulations, specifications, and standards.

D. Restore all irrigation systems, replant disturbed landscaping with City approved mulch/seeding, resod lawns, replace landscape fabric, and otherwise restore all disturbed areas to the satisfaction of the property owner.

E. Restore all pavement markings in accordance with City of Eugene rules, regulations, specifications, and standards

March 2026 01720-1 Eugene Water & Electric Board

SECTION 01720

AS-BUILT RECORDS

A. Requirements for the preparation and maintenance of the project as-built records.

1.02 CONTRACTOR MARKUPS

A. Maintain a neatly and accurately marked up set of working drawings at the jobsite showing the locations, depths, and layout of all, piping, conduit, structures;

conflicts, adjustments, and other facilities.

B. Contractor marks ups should include the distance from the nearest intersection centerline or engineer’s station to the centerline of pipe, centerline of valves, angle points, and the depth to the valve operator nut at all valve locations.

C. Drawings shall be kept current, with all work instructions and change orders; and construction adjustments.

D. The Owner reserves the right to inspect the drawings at any time. Progress payments, or portions thereof, may be withheld if drawings are not accurate and current.

E. Deliver to the Engineer, prior to acceptance of work, 1 set of neatly marked –up working drawings, accurately showing all the information required above.

F. Marking of the contract documents shall be performed using colored pencils as follows:

Additions Red

Deletions Green

Comments Blue

Dimensions Graphite

1.03 AS-BUILT SURVEY

A. A professional and licensed surveyor shall perform a final survey of all visible and accessible infrastructure installed including but not limited, valve box locations, valve nut depths, hydrants, meter boxes, vaults.

B. As-built survey shall be done after EWEB ties in the new pipeline to the distribution system.

C. Survey any new valves or other infrastructure installed by EWEB during tie-ins.

1.04 VALVE INSTALLATION RECORD

A. Contractor shall complete a “valve card” for every valve installed. Card shall be completed neatly and accurately. The required valve card form immediately follows

March 2026 01720-2 Eugene Water & Electric Board this specification section. This form can be provided in electronic format for contractors use.

1.05 SUBMITTAL AND PAYMENT

A. Submit as-built documents in accordance with Section 01300.

B. No progress payment shall be made to the Contractor for the as-built documentation until they are “Approved” by EWEB.

March 2026 01750-1 Eugene Water & Electric Board

SECTION 01750

CONTRACT CLOSEOUT REQUIREMENTS

A. This Section outlines the requirements of events required for Contract Closeout, the period that commences when the work nears substantial completion through final payment for the EWEB Portion of the work.

1.02 CONTRACT CLOSEOUT REQUIREMENTS

1. The sequence of events and the descriptions listed below represent the suggested order of activities as the Contract proceeds from construction to closeout. Not all work will proceed in the order listed below, and the

Contractor may request adjustments for the Owner’s consideration. The following Closeout Sequence of Events is general in nature and does not encompass all work that must be completed.

B. Closeout Sequence of Events

1. Complete the work so that system is complete and functional.

2. Install pipeline pigs when and where requested by EWEB and assist

EWEB in pushing pigs through pipeline. Provide traffic control, small tools and labor to assist in the pigging process.

3. Flush pipeline and pressure test.

4. Request an inspection after the new facilities are usable and functional.

5. If the Owner finds the work suitable for operation, the Owner will prepare and submit to the Contractor for signature a certificate of substantial completion that at a minimum includes the following:

a. Date of substantial completion (the date of inspection).

b. Responsibilities of the Owner and the Contractor for security, maintenance, damage to the work, and insurance.

c. Final completion date.

6. If Owner approves the issuance of a Certificate of Substantial Completion, the Contractor may submit a pay request for all money owed except retainage and other work that has not been completed.

7. The Owner will prepare a punch list based on the items discussed during the inspection. The punch list may be modified as work progresses.

8. Owner processes substantial completion pay request, if received.

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9. Contractor completes all items on punch list, including submission of all required documents as specified in Section 1.03 by the final completion date.

10. Contractor submits Notice of Final Completion.

11. Owner conducts final inspection to verify all punch list items have been addressed and all required documents submitted.

12. If all punch list items have been addressed and as-built records have been received, Owner approves Notice of Final Completion. If all punch list items are not addressed, Owner will issue a revised punch list.

13. Contractor submits a final pay request for EWEB work

14. EWEB approves final pay request.

1.03 REQUIRED DOCUMENTATION FOR CONTRACT CLOSEOUT

A. Signed Certificate of Substantial Completion.

B. The following documents shall be submitted following Owner’s acceptance of

Substantial Completion and Contractor’s completion of all Punch List items.

Owner must receive and approve these documents prior to acceptance of the

Notice of Final Completion and processing final pay request.

1. Accounts Affidavit as provided in Section 00620. This form must be signed by the Contractor and notarized.

2. Notice of Final Completion. This document submitted and signed by the

Contractor shall state that the project has been completed.

3. An insurance certificate demonstrating that the policy is still in force.

4. Certified Payroll Statements. These statements are required by the Oregon

Bureau of Labor and Industries (BOLI) for projects larger than $50,000.

5. Evidence of Insurance. Submit insurance certificate demonstrating compliance with insurance requirements set forth in the General

Conditions and Supplemental Conditions.

6. Written Statement that Insurance Policy is Renewable.

7. Consent of Surety. Provide documentation from Surety stating that there are no unresolved claims and that Surety approves of final payment to

Contractor.

8. As-built records

9. Warranty Certificates.

PART 2 – NOT USED

PART 3 – NOT USED

March 2026 02200-1 Eugene Water & Electric Board

SECTION 02200

TRENCHING AND BACKFILL

A. Trench excavation, backfilling, grading, and compaction.

A. The Contractor is responsible for the maintenance and protection of all excavations, backfills, trench plates, etc. to protect the work and public safety

1.03 QUALITY ASSURANCE

A. TESTS:

Perform testing in accordance with EWEB’s Water Distribution Design and City of

Eugene permit requirements.

B. SUBMITTALS:

1. Submit in accordance with Section 01300.

2. Submit test results, certifications, and source for all earthwork materials.

PART 2 – PRODUCTS

2.01 MATERIALS

A. GENERAL:

1. Provide materials in accordance with EWEB’s Water Distribution Design and Construction Standards and City of Eugene permit requirements.

PART 3 – EXECUTION

A. EXCAVATION AND BACKFILL

1. Excavate and Backfill in accordance with EWEB’s Water Distribution

Design and Construction Standards and City of Eugene permit

3.02 TESTING

March 2026 02200-2 Eugene Water & Electric Board

Contractor shall coordinate with EWEB special inspector to take samples and perform moisture content, gradation, compaction, and density tests during placement of backfill materials to check compliance with these Specifications. Passing test results will be required prior to proceeding with any paving.

3.03 CLEAN UP

Leave the site in a neat and clean condition after all earthwork is complete. Complete grading as required by the plans. Replace, repair, or restore any existing features, structures, and other facilities damaged or affected by the work.

March 2026 02600-1 Eugene Water & Electric Board

SECTION 02600

WATER DISTRIBUTION PIPING

A. Requirements for furnishing and installing piping materials, thrust restraint devices, connections to existing facilities, and abandonment of existing facilities.

A. References

This specification references the latest edition of the following:

1. EWEB Water Distribution Design and Construction Standards

2. AWWA C105 “Polyethylene Encasement for Ductile Iron Pipe Systems”

3. AWWA C110 “Ductile Iron and Gray Iron Fittings, 3 inch through 48 inch for Water and Other Liquids”

4. AWWA C111 “Rubber-Gasket Joints for Ductile Iron Pressure Pipe and

Fittings”

5. AWWA C151 “Ductile Iron Pipe, Centrifugally Cast, for Water or Other

Liquids”

6. AWWA C153 “Ductile Iron Compact Fittings for Water Service”

7. AWWA C600 “Installation of Ductile Iron Water Mains and Their

Appurtenances”

8. AWWA C906 “Standard for Polyethylene (PE) Pressure Pipe and fittings 4

In. (100 mm) Through 63 In. (1,600 mm), for Water Distribution and

Transmission”

9. ASTM D2774 “Standard Practice for Underground Installation of

Thermoplastic Pressure Piping”

1.03 SUBMITTALS

A. Prepare and submit in accordance with Section 01300.

B. Submit manufacturer’s data for all pipe…