PART 3-ITB 25-009-PW-HB_Specs.pdf

EUGENE WATER & ELECTRIC BOARD

Hayden Bridge Water Filtration Plant to 33rd Street

45” Transmission Main Replacement

WO 2202888

TECHNICAL SPECIFICATIONS

FEBRUARY 2025

EXPIRES 06/31/2023

DIGITALLY SIGNED

EXPIRES 6/31/25

Docusign Envelope ID: D3C255EC-2035-4C4A-9A3F-E54E60DB3ADA

February 2025 TOC-i Eugene Water & Electric Board WO#: 2202888 Hayden Bridge Water Treatment Plant to 33rd Street

TABLE OF CONTENTS

CONTRACT SPECIFICATIONS

Section Title

01010 SUMMARY OF WORK

01014 WORK COORDINATION SEQUENCE AND SCHEDULE

REQUIREMENTS

01060 HEALTH, SAFETY AND EMERGENCY RESPONSE PROCEDURES

01200 MEASUREMENT AND PAYMENT

01300 SUBMITTALS

01320 PROJECT MEETINGS AND COMMUNICATIONS

01400 QUALITY CONTROL

01420 REFERENCE STANDARDS

01500 CONSTRUCTION FACILITIES AND UTILITIES

01560 CONSTRUCTION SITE MANAGEMENT

01561 TEMPORARY EROSION AND SEDIMENT CONTROL

01570 TRAFFIC CONTROLS

01700 RESTORATION OF IMPROVEMENTS

01720 AS BUILT RECORDS

01720A VALVE CARD FORM

01750 CONTRACT CLOSEOUT REQUIREMENTS

02200 TRENCHING AND BACKFILL

02350 SHEETING SHORING AND BRACING

02510 WELDED STEEL WATER PIPELINES

02520 POLYURETHANE COATING OF STEEL PIPE

02600 DUCTILE IRON PIPING

02606 WATER DISTRIBUTION VALVES

02610 AIR RELEASE AND VACUUM VALVES

02615 BUTTERFLY VALVES

02675 TESTING

02690 CATHODIC PROTECTION

100000 SUPPLEMENTAL INFORMATION (bound separately)

February 2025 01010-1 Eugene Water & Electric Board WO#: 2202888 Hayden Bridge Water Filtration Plant to 33rd Street

SECTION 01010

SUMMARY OF WORK

PART 1 - GENERAL

1.01 GENERAL

The work covered under this contract will be performed on the Hayden Bridge Water Filtration Plant easement to the EWEB easement at 33rd Street. Work will include removing a section of the existing 45” transmission main and installing new 45” steel pipe in place. Contractor will be required to notify, coordinate, and comply with the City of Springfield communication, safety, and restoration requirements.

1.02 DESCRIPTION OF PROJECT

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

• Open trench construction of approximately 1050 feet of 45-inch welded steel pipe, including temporary and permanent restoration of the disturbed surfaces as required by the City of Springfield.

• Relaying sewer and storm pipelines as necessary to facilitate construction in accordance with City of Springfield construction standards.

• Providing traffic control including managing safe pedestrian and bicycle movement around work zone. Install signs, message boards, and coordinate with City of Springfield.

• Completing flushing and testing of all new pipelines.

• Comply with all City of Springfield permit requirements. Provide all required notices and inspections required by permit.

• Coordination with other contractors working nearby. Maintain neat and orderly work site. Engage in regular communication and coordination with other contractors working in the area. Modify work schedules and work zones as necessary to facilitate deliveries and truck traffic.

• Install erosion control measures including tree protection and all other erosion control required by plans and the City of Springfield. Contractor responsible to modify plan as necessary to ensure protection of trees, waterways and storm drains.

• Install and test cathodic protection system.

1.03 WORK COMPLETED BY OWNER

EWEB will complete the following work.

• Disinfecting the new pipelines.

• Tie-in work on pipelines smaller than 20”.

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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 except as requested and approved by City of Springfield.

1.05 PREVAILING WAGES

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

1.06 CLEAN-UP

• 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.

• 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.

1.08 PERMITS

EWEB shall obtain:

• City of Springfield Plumbing Permit, Land Drainage and Alteration Permit and

Encroachment Permit

CONTRACTOR shall obtain:

• Any other permits required to complete the work.

1.09 POTHOLES AND VERTICAL CONFLICTS

• Potholes of some but not all buried utilities have been completed and shown on the plans. It is likely that additional live and abandoned utilities and structures will be encountered and minor adjustments will need to be made. Contractor shall work with all utilities to identify any unlocated facilities discovered. Contractor shall pothole all utilities ahead of laying pipe and make adjustments to alignment and grade as necessary to efficiently complete work without rework.

END OF SECTION

February 2025 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. Coordinate all work with other contractors working within and near the project limits.

B. ACCESS

Coordinate work to avoid interference with access to residences and businesses whenever possible. Coordinate daily access routines with nearby property Owners.

When the work interferes or impacts residences and businesses provide a minimum 48 hours written notice to the resident or business and reasonably accommodate their requests.

1.03 WORK SEQUENCE AND SCHEDULE

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

1. Contractor constructs new pipelines, manholes, and appurtenances.

2. EWEB inspects the new water main.

3. Contractor backfills trench with compacted rock and places temporary pavement near driveways, intersections, pedestrian routes and other areas to prevent tracked gravel, erosion, and hazards to the public.

4. Contractor completes filling, flushing, hydrostatic and weld testing of new water mains as specified based on established phasing.

5. Contractor to place permanent base lifts of paving.

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

7. Contractor to perform final restoration of disturbed areas.

B. Project Specific Sequencing

1. Cut existing 42” transmission main to install plug and continue work to the East.

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C. Project Specific coordination dates

1. This list is not exhaustive.

a. Construction Start Date: October 1, 2025

b. Substantial Completion Date: February 1, 2026

c. Final Completion Date: March 1, 2026

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 the work of various sections having interdependent responsibilities for installing water infrastructure.

C. Accommodate EWEB crews within work zone as necessary by modifying traffic control, erosion control, and altering trucking routes as necessary to allow EWEB crews to efficiently complete necessary work.

D. Coordinate work with work planned by other utility companies also performing work on the project. Ensure that new facilities will not conflict with other planned utility work by actively communicating and coordinating with other contractors working in the area.

E. Coordinate with City of Springfield staff and contractors. Ensure construction and new facilities will not conflict with City’s planned on-site improvements.

1.05 NOTIFICATIONS

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

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

C. Provide City of Springfield a minimum 48 hours to schedule inspections for ROW inspections D. Energized transmission power lines overhang portions of the Work with a minimum vertical clearance of 30 feet. Any workers or equipment within 20’ of 115kV electric lines requires de-energizing the conductors, which requires 35 days minimum notice and is subject to EWEB approval.

a. It is anticipated that the 115kV electric lines in the project area will be de-energized during the work, but EWEB may require work to stop and the 115kV line energized on short notice if system conditions change.

a. Scheduled outages will not be approved during forecasted storm events.

b. Call 541-685-7575 for scheduling.

b. At the end of work each day no equipment or materials shall be left within 20’ of 115kV electric lines regardless if the electric lines are energized or not.

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c. When excavating within 10' of EWEB electric utility poles contractor shall coordinate work with EWEB Electric Operations to support poles during construction, Monday through Thursday.

a. Call 541-685-7575 for scheduling and allow two weeks’ notice.

d. Excavations with 10' of EWEB electric utility poles shall not remain open for longer than 48 hours and trench must be backfilled and compacted by EOB Thursday of each week.

a. See drawings for backfill requirements around electric utility poles.

e. EWEB Electric contacts during construction:

EWEB Electric Operations Marty VanCleve 541-510-2418 marty.vancleve@eweb.org

EWEB Electric Systems Engineering Jebediah Wolfe 541-337-7829 jebediah.wolfe@eweb.org

1.06 SUBMITTALS

A. 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.

B. Submit in accordance with Section 01300.

mailto:marty.vancleve@eweb.org mailto:jebediah.wolfe@eweb.org

February 2025 01060-1 Eugene Water & Electric Board

45” Transmission Main Replacement

SECTION 01060

HEALTH, SAFETY AND EMERGENCY RESPONSE PROCEDURES

PART 1 – GENERAL

1.01 SECTION INCLUDES

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.

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

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45” Transmission Main Replacement

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.

February 2025 01200-1 Eugene Water & Electric Board

SECTION 01200

MEASUREMENT AND PAYMENT

1.01 SECTION INCLUDES

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

1.02 GENERAL

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, demobilization, bonds, insurance; living expenses; and all other administrative costs to complete the Work. Includes all work that is not part of another pay item.

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 contract work is completed as measured by other bid items: 75 percent of the lump sum amount of

February 2025 01200-2 Eugene Water & Electric Board this bid item will be paid

ii. When all work under this contract is substantially complete as determined by the owner: the remaining amount will be paid

2. Construction Survey

a. This item includes all work required to provide construction staking and grade control for the pipe alignment shown in the construction drawings.

b. Measurement:

This item will not be measured.

c. Payment:

Payment will be on a lump sum. Progress payments for this bid item will be based on overall percentage of project completion by cost.

3. Erosion Control, Protective Tree Fencing and Temporary Facilities

a. This item includes all work required to install and construct erosion control measures and protective tree fencing in accordance with City of Springfield requirements and permits. Bid item also includes temporary facilities (temporary fencing, protective orange fencing), prior to and during construction, in accordance with the Contract Drawings, local code, and Section 01500 TEMPORARY FACILITIES AND CONTROLS and 01560 CONSTRUCTION

SITE MANAGEMENT.

No additional payment will be made for the implementation of erosion and sediment control measures as directed by ENGINEER or the City of Springfield to rectify non-compliance with requirements.

b. Measurement:

This item will not be measured.

c. Payment:

Payment will be on a lump sum. Progress payments for this bid item will be based on overall percentage of project completion by cost.

4. Traffic Control:

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

This includes installing portable message boards, temporary chain link fencing, cones, pedestrian detours, public notifications, and ongoing coordination and notifications of work zone changes with other contractors, EWEB, and the City of Springfield.

b. Measurement:

This item will not be measured.

c. Payment:

Payment will be on a lump sum. Progress payments for this bid item will be based on overall percentage of project completion by cost.

5. As-Built Survey, Documentation, and Drawings:

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

b. Measurement:

This item will not be measured.

c. Payment:

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

6. Removal of Existing Utility Pipes (6-inch and larger):

a. This item includes all work required to remove and properly dispose of existing utility piping that does not contain asbestos with a diameter greater than or equal to 6-inches. Removal of pipes and conduits less than 6-inch shall be considered incidental to the job.

b. Measurement:

This item will be measured by the amount of lineal feet for removal.

c. Payment:

February 2025 01200-4 Eugene Water & Electric Board

Payment for this removal will be paid based on lineal feet of utility pipes, 6” and larger, removed.

7. Class E Backfill CLSM

a. This item includes all labor, equipment and materials associated with the placement of Class E Pipe zone and backfill. Class E backfill to be placed where shown on the drawings or requested by

EWEB.

b. Measurement:

This item will be measured by the cubic yard of CLSM placed based on certified concrete tickets collected at delivery.

c. Payment:

Payment will be made by the cubic yard.

8. Concrete Trench Cap/Thrust Block:

a. This item includes all labor, equipment and materials associated with the placement of a concrete trench cap. This bid item will also cover concrete used in thrust blocks

b. Measurement:

This item will be measured by the cubic yard based on certified tickets collected at delivery.

c. Payment:

Payment will be made by the cubic yard.

9. Rock Excavation

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

b. Measurement:

Measurement will be calculated based on the maximum trench width shown on the drawings and the authorized thickness of the rock excavation. Rock is defined as material that a 20-ton excavator equipped with rock teeth cannot reasonably dig through and requires a hydraulic breaker to excavate.

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Payment will be on an in-situ cubic yard basis.

10. 45-inch Diameter Steel Welded Pipe, Fittings, Couplings

a. This item includes all materials and work required for furnishing and installing 45-inch steel welded pipe, including all trenching to the depths shown on the drawings, including bedding, welding, grouting, backfilling, saw cutting, testing, coating repairs, asphalt/concrete demolition, utility crossings, clearing and grubbing, all required joint restraint systems for pipe, fittings, appurtenances and temporary blow off assemblies. Item includes hauling and offsite disposal of soil, as determined by the engineer.

Class A and Class B backfill and compaction is also included in this bid item. Work includes removal and disposal of existing 45” steel water main.

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.

c. Payment:

Payment for the 45-inch Steel Welded Pipe, measured as specified above will be paid at the contract price per lineal foot.

11. 45-Inch Tie-In to Existing 45-Inch Steel Transmission Main STA 297+59 (Detail C1):

a. This item includes all materials and work required for connecting the new 45-inch line to the existing 45-inch pipe, including all trenching and shoring to the depths shown on the drawings, cutting existing pipe, draining existing line, welding on a flange as necessary, backfilling to the top of the aggregate road base, saw cutting existing asphalt concrete pavement and concrete surfacing, utility crossings, all required joint restraint systems for pipe, fittings, appurtenances and temporary blow off assemblies.

Pavement removal beyond the trench width is considered incidental to the work and included in the unit price item.

February 2025 01200-6 Eugene Water & Electric Board

Payment for the 45-inch tie in to existing 45-inch steel main connection will be paid at the contract price per lump sum.

12. 45-Inch Tie-In to Existing 45-Inch Steel Transmission Main STA 308+00 (Detail D):

a. This item includes all materials and work required for connecting the new 45-inch line to the existing 45-inch pipe, including all trenching and shoring to the depths shown on the drawings, cutting existing pipe, draining existing line, welding on a flange as necessary, backfilling to the top of the aggregate road base, saw cutting existing asphalt concrete pavement and concrete surfacing, utility crossings, all required joint restraint systems for pipe, fittings, appurtenances and temporary blow off assemblies.

Pavement removal beyond the trench width is considered incidental to the work and included in the unit price item.

Payment for the 45-inch tie in to existing 45-inch steel main connection will be paid at the contract price per lump sum.

13. 45-Inch Butterfly Valve and Bypass Assembly STA 297+73 (Detail C121)

a. This item includes all materials and work required for furnishing, constructing and installing a 45” butterfly valve and bypass assembly, including all trenching and shoring 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, fittings, appurtenances and temporary blow off assemblies. Pavement removal beyond the trench width is considered incidental to the work and included in the unit price item.

February 2025 01200-7 Eugene Water & Electric Board

Payment for the 45” valve and bypass assembly will be measured as specified above and will be paid at the contract price per lump sum.

14. 8” Bypass Assembly 307+10 (Detail C122)

a. This item includes all materials and work required for furnishing, constructing and installing an 8” bypass assembly, including all trenching and shoring 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, fittings, appurtenances and temporary blow off assemblies.

Payment for the 8” bypass assembly will be paid at the contract price per lump sum.

15. 8-Inch ARV STA 311+25 (Detail C123)

a. This item includes all materials and work required for furnishing, welding, and installing an 8-inch combination air release/air vacuum valve assembly in accordance with EWEB standard details, 8” top outlet on the 45” main, and associated piping and valves per EWEB’s standards including all labor, equipment and materials.

Payment for the 8” ARV will be measured as specified above and will be paid at the contract price per lump sum.

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16. 45-Inch Cathodic Protection:

a. This item includes all materials and work required for furnishing, constructing, installing, and testing the Cathodic Protection system specified for the proposed 45-inch as required by the drawings and specifications. Includes installing test stations, isolation flanges, anodes, reference anodes, wiring, testing, and commissioning of the system.

Payment for 45-inch Cathodic Protection installation will be paid in full after cathodic protection system passes all specified tests and is accepted by Engineer.

17. 8-Inch Combination Air Release/Air Vacuum Valve Assembly:

a. This item includes all work associated with installing a new 8-inch combination air release/air vacuum valve assembly in accordance with EWEB standard details, 8” top outlet on the 45” main, and associated piping and valves per EWEB’s standards including all labor, equipment and materials.

b. Measurement:

Measurement will be based on a count of the number of 8-inch combination air release/air vacuum valve assemblies installed.

c. Payment:

Payment for the 8-inch combination air release/air vacuum valve assemblies will be on a per air valve assembly basis.

18. Pipe Access Vault Assembly on 45-Inch Pipeline:

a. This item includes all work associated with installing a Pipe Access Vault assembly on the 45-inch pipeline per drawings and specifications including all labor, equipment and materials. Other pipe access ports required for construction but not shown on plans shall be incidental.

b. Measurement:

Measurement will be based on a count of the number of Pipe

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Access Vaults installed on the 45-inch pipeline.

Payment for 45-inch Pipe Access Vaults will be paid per each vault installed.

19. Standard Curb and Gutter:

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

Includes dowels, epoxy anchors, reinforcement, etc needed to construct to city standards.

b. Measurement:

This item will be measured by the lineal feet of curb and gutter construction.

c. Payment:

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

20. 4-Inch to 6-Inch Thick Concrete Sidewalk, Driveway, or Ramp

Reconstruction:

a. This item includes all work required for labor, equipment and material to construct 4-inch to 6-inch thick concrete sidewalk, driveway, or ramp and per City of Springfield requirements and specifications.

b. Measurement:

This item will be measured by the square feet of 4-inch to 6-inch thick concrete sidewalk, driveway, or ramp constructed.

c. Payment:

Payment for this will be based on the square feet of new concrete surfacing constructed.

21. Temporary Asphalt Restoration

a. This item includes all labor, materials, equipment, and costs associated with installing and maintaining temporary asphalt patch

February 2025 01200-10 Eugene Water & Electric Board where directed or required. Temporary patch to be a minimum of 3” of HMAC or an ODOT approved high performance cold mix.

b. Measurement:

Measurement will be based on the length multiplied times the width of Temporary surfacing installed.

c. Payment:

Payment for temporary asphalt restoration will be on a per square yard basis.

22. Permanent Asphalt Restoration

a. This item includes all labor, materials, equipment, and costs associated with installing permanent asphalt patch per City of Springfield standards and permit requirements as applicable.

Includes installation of 12” of compacted base rock outside of trench limits

b. Measurement:

Measurement will be based on actual tons of HMAC installed based on certified weigh tickets.

c. Payment:

Payment for permanent asphalt restoration will be on a per ton basis.

23. 6-Inch Diameter Sewer Line Repair

a. This item includes all work required for replacing 6-inch diameter sewer lines to City of Springfield standards of a minimum of 10-feet past water pipelines in accordance with applicable water sewer separation requirements. Provide City approved rubber couplers with stainless steel shear collar. Adjust slopes to go beneath water lines where feasible. Contractor shall furnish materials including all trenching, backfilling to the top of the aggregate road base, saw cutting existing asphalt concrete pavement and concrete surfacing, and utility crossings. CLSM encasement, where required, will be paid under separate bid item. Contractor to obtain all permits and inspections needed to complete work.

b. Measurement:

Measurement will be based on total horizontal length, measured at

February 2025 01200-11 Eugene Water & Electric Board the ground surface of 6-inch sewer pipe installed.

Payment for 6-inch polyvinyl chloride pipe, measured as specified above will be paid at the contract price per lineal foot.

24. Irrigation Repairs:

a. This item includes all required labor, equipment and material to remove, replace, test, and restore existing irrigation systems to existing condition or better damaged during the course of construction.

b. Measurement:

This item will not be measured.

c. Payment:

Payment for this item will be made after final project restoration is accepted by EWEB and City of Springfield.

25. Seeding and Landscape Restoration:

a. This item includes all required labor, equipment and materials necessary to terraseed, mulch, and establish a thick and uniform vegetative coverage. The top 12” of soil must be an imported topsoil blend with a minimum of 30% compost. Seed shall be blown in and incorporated into a minimum of 3” compost across all disturbed areas. Seed shall show uniform reestablishment to the satisfaction of the City of Springfield, EWEB, and property owners. Reapply terraseed to any areas not showing sufficient and uniform growth.

b. Measurement:

This item will not be measured.

c. Payment:

Payment for this item will be made as follows 50% after all restoration is completed and the remaining 50% after seeding shows thick and uniform reestablishment to the satisfaction of the City of Springfield and EWEB.

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SECTION 01300

SUBMITTALS

1 PART 1 - GENERAL

1.01 SECTION INCLUDES

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

1.02 GENERAL

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.

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.

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.

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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.

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.

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.

February 2025 01320-1 Eugene Water & Electric Board

SECTION 01320

PROJECT MEETINGS AND COMMUNICATIONS

1.01 SECTION INCLUDES

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.

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

February 2025 01320-2 Eugene Water & Electric Board 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.

E. COMMUNITY OUTREACH AND ENGAGEMENT

1. Contractor shall assist as requested in engaging and informing community members regarding the construction project.

2. Hand deliver notices to all affected residents and businesses detailing how construction activities will impact them, schedule, and a contact number for the project superintendent or project manager. Respond to all complaints or inquiries in a timely and courteous manner. Accommodate reasonable requests where practicable. Provide updated notices whenever schedule or scope changes significantly.

3. Assist in preparing press releases about upcoming construction activities when requested.

4. Prepare a weekly communication email to the project manager with updates to planned work, schedule, traffic control changes, and other pertinent information to be shared with the public. Email shall be sent every Thursday with updates for the following week unless alternate arrangements are made.

February 2025 01400-1 Eugene Water & Electric Board

SECTION 01400

QUALITY CONTROL

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Requirements for quality control and inspection.

1.02 GENERAL

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. Contractor to provide all special inspections required under this contract. This includes but not limited to compaction testing, coating thickness testing, coating holiday testing, weld inspections, material gradation, concrete compressive strengths, etc. All special inspections to be performed by a qualified and certified third-party inspector.

C. Quality control requirements for Welded Steel Pipelines are addressed in Section 02510

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

X X (every 500 ft)

Compacted pipe zone X X (every 500 ft)

Compacted Backfill X X (every 500 ft)

Pipe, valve, and vault installation prior to backfilling X

Existing sewer pipe where the water line crosses below X

Prepared road subgrade X X X

February 2025 01400-2 Eugene Water & Electric Board

Temporary Paving X Final Paving X X X Welded steel Pipeline inspections (requirements in spec 02510)

X X

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.

February 2025 01420-1 Eugene Water & Electric Board

SECTION 01420

REFERENCE STANDARDS

PART 1 - GENERAL

1.01 WATER 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:

B. http://www.eweb.org/Documents/contractor-developer/eweb-water-design-and-construction-standards(0).pdf

C. These specifications apply to all work on pipes and appurtenances 24-inch and smaller except as superseded by the plans and specifications.

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

1.02 ELECTRIC STANDARD SPECIFICATIONS AND DRAWINGS

A. EWEB has adopted electric standard details and procedures. All work performed by the contractor shall comply with these documents. These documents are available on EWEB’s website at:

B. http://www.eweb.org/contractors-and-developers/building-and-renovations/electric-distribution-standards-and-procedures

C. These specifications apply to all work except as superseded by the plans and specifications.

1.02 CITY OF SPRINGFIELD STANDARD SPECIFICATIONS AND DRAWINGS

A. All work completed within the right of way shall comply with City of Springfield Engineering Design Standards and Procedures Manual which may be found here:

1. https://springfield-or.gov/city/development-public-works/engineering-design-standards-and-procedures-manual/

B. All work shall comply with the City of Springfield Drawings and Specifications

1. The City of Springfield Standard Specifications (City’s Specifications) shall be the 2024 Oregon Standard Specifications for Construction (Oregon Specifications) as issued by the Oregon Department of Transportation.

Docusign Envelope ID: D3C255EC-2035-4C4A-9A3F-E54E60DB3ADA http://www.eweb.org/Documents/contractor-developer/eweb-water-design-and-construction-standards(0).pdf http://www.eweb.org/Documents/contractor-developer/eweb-water-design-and-construction-standards(0).pdf http://www.eweb.org/contractors-and-developers/building-and-renovations/electric-distribution-standards-and-procedures http://www.eweb.org/contractors-and-developers/building-and-renovations/electric-distribution-standards-and-procedures https://springfield-or.gov/city/development-public-works/engineering-design-standards-and-procedures-manual/ https://springfield-or.gov/city/development-public-works/engineering-design-standards-and-procedures-manual/

February 2025 01420-2 Eugene Water & Electric Board

2. The City of Springfield Specifications, the Oregon Standard Specifications for Construction and City Standard Drawings may be obtained by downloading the .pdf files from the City of Springfield website https://springfield-or.gov/city/development-public-works/new-standard-construction-specifications/.

C. All reference documents shall be made part of these specifications as fully and completely as if it was set forth herein except as may be superseded by these specifications.

END OF SECTION

Docusign Envelope ID: D3C255EC-2035-4C4A-9A3F-E54E60DB3ADA https://springfield-or.gov/city/development-public-works/new-standard-construction-specifications/

February 2025 01500-1 Eugene Water & Electric Board

SECTION 01500

CONSTRUCTION FACILITIES AND UTILITIES

PART 1 - GENERAL

1.01 SECTION INCLUDES

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 materials in designated staging areas. All travel lanes, bike lanes, sidewalks, and driveways shall be cleared of materials and opened at the end of each work day unless approved by EWEB and City of Springfield.

B. Staged materials shall not interfere with residents, businesses, or parking

C. Materials staged in the right of way shall comply with City of Springfield rules and regulations.

D. Contractor to ensure staged materials are secured from theft and vandalism.

E. Ensure staged materials do not pose a hazard to people or animals. Secure items as necessary.

f. Off street staging areas shall be fenced and secured to prevent theft, vandalism, and to ensure safety of public.

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.

February 2025 01500-2 Eugene Water & Electric Board

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. Notify EWEB when water is no longer needed and EWEB will remove temporary water facilities.

February 2025 01560-1 Eugene Water & Electric Board

SECTION 01560

CONSTRUCTION SITE MANAGEMENT

1.01 SECTION INCLUDES

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. Sweep street daily or more frequently as may be necessary to control dirt, dust, and materials generated from construction activity.

2. 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

February 2025 01560-2 Eugene Water & Electric Board reserves the right to have the streets in question cleaned by others and the expense of the operation charged to the Contractor.

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 draft sediment and erosion control…