20272001_A1_Attachment A_Special Provisions.pdf

Standard Specifications – Updated 3/2026 Page 1

STANDARD SPECIFICATIONS AND STANDARD DRAWINGS

As of March 12, 2026 the 2024 Oregon Standard Specifications for Construction (Oregon Specifications) and the City of Eugene Standard Drawings, both as revised by Amendments #1, #2, #3 and #4, have been adopted as the Standard Specifications and Standard Drawings for the City of Eugene in accordance with City Code section 7.085. Amendments #1, #2, #3 and #4 are hereby made a part of the Standard Specifications and Standard Drawings of the City of Eugene as fully and completely as if it were set forth therein. The Standard Specifications, Standard Drawings and all Amendments may be examined on-line at https://www.eugene-or.gov/444.

SUPPLEMENTAL SPECIFICATIONS

The section, subsection and drawing numbers of the Supplemental Specifications correlate to the section and subsection numbers of the adopted Standard Specifications, which consist of the 2024 Oregon Standard Specifications and the General Conditions for Construction for the City of Eugene, and Standard Drawings.

00110.05(e) Reference to Websites

(ADD)

• American Traffic Safety Services Association (ATSSA) www.atssa.com

• City of Eugene Quality Assurance Program https://www.eugene-or.gov/444/Standard-Specifications-for-Construction

• City of Eugene Field Tested Materials Assurance Guide (FTMAG)

• City of Eugene Purchasing and City of Eugene Public Contracting Rules https://www.eugene-or.gov/108/Purchasing

• City of Eugene Standard Specifications for Construction

• City of Eugene Traffic Sign Manual https://www.eugene-or.gov/183/Traffic-Sign-Manual

• Equipment Watch https://equipmentwatch.com/

• ODOT Construction Section www.oregon.gov/odot/construction/pages/index.aspx

• ODOT Construction Section - Qualified Products List (QPL) www.oregon.gov/ODOT/Construction/Pages/Qualified-Products.aspx

• ODOT Estimating www.oregon.gov/ODOT/Business/Pages/Steel.aspx

• ODOT Traffic Control Plans Unit www.oregon.gov/ODOT/Engineering/Pages/Work-Zone.aspx http://www.atssa.com/ https://www.eugene-or.gov/444/Standard-Specifications-for-Construction https://www.eugene-or.gov/444/Standard-Specifications-for-Construction https://www.eugene-or.gov/108/Purchasing https://www.eugene-or.gov/444/Standard-Specifications-for-Construction https://www.eugene-or.gov/183/Traffic-Sign-Manual https://equipmentwatch.com/ http://www.oregon.gov/odot/construction/pages/index.aspx http://www.oregon.gov/ODOT/Construction/Pages/Qualified-Products.aspx http://www.oregon.gov/ODOT/Business/Pages/Steel.aspx http://www.oregon.gov/ODOT/Engineering/Pages/Work-Zone.aspx

Standard Specifications – Updated 3/2026 Page 2

• ODOT Traffic Standards www.oregon.gov/ODOT/Engineering/Pages/Signals.aspx

• OregonBuys https://oregonbuys.gov/bso

• Oregon Legislative Counsel www.oregonlegislature.gov/lc

• Oregon Secretary of State: State Archives https://sos.oregon.gov/archives/Pages/default.aspx

00110.10 Abbreviations

(ADD) PCD – Pedestrian Channelizing Device

00110.20 Definitions

(ADD) Pedestrian Accessible Route - An area for the use of pedestrians to navigate along sidewalks, driveways, curb ramps, crossings, and pedestrian facilities.

(ADD) Pedestrian Channelizing Device - Devices used for channelizing pedestrians along a temporary pedestrian accessible route.

00150.50 (c) Contractor’s Responsibilities

(REVISE) In the tenth bullet change OAR 952-001-0090(6) to OAR 952-001-0090(7)

00160.20 (d) Build America Buy America Act Requirements

(ADD) FHWA issued a final rule on January 14, 2025 amending FHWA's Buy America regulation to terminate FHWA's general waiver for manufactured products and establish Buy America requirements for manufactured products with respect to Federal-aid highway projects. https://www.federalregister.gov/documents/2025/01/14/2024- 31350/buy-americarequirements-for-manufactured-products

For manufactured products, the final assembly of the product shall occur within the United States for projects obligated on or after October 1, 2025. For projects obligated after October 1, 2026, the cost of the components of the product that are mined, produced or manufactured in the United States shall be more than 55 percent of the total cost of all components of the product.

00170.61 Industrial Accident Protection:

(REPLACE) (a) Workers’ Compensation with

00170.61(a) Workers’ Compensation and Employer’s Liability - The Contractor shall provide workers' compensation and employer’s liability coverage for on-the-job injuries as required by 00170.70(e).

http://www.oregon.gov/ODOT/Engineering/Pages/Signals.aspx https://oregonbuys.gov/bso http://www.oregonlegislature.gov/lc https://sos.oregon.gov/archives/Pages/default.aspx

Landis Consulting was the responsible party for preparing the following:

SPECIAL PROVISIONS

26 01 00 Operation and Maintenance of Electrical Systems 26 01 08 Electrical Testing 26 05 00 Common Work Results for Electrical 26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Raceway and Boxes for Electrical Systems 26 05 53 Identification for Electrical Systems 26 05 83 Wiring Connections 26 21 00 Low-Voltage Electrical Service Entrance 26 24 16 Panelboards 26 56 00 Exterior Lighting

Mark Boettcher, PE

Landis Consulting 6446 Fairway Ave SE, Unit 220 Salem, OR 97306

Date Signed

Benjamin Perry, PE

06/12/2026

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EXPIRES: 12-31-2026

Digitally Signed

PART 00100 – GENERAL CONDITIONS

SECTION 120 – BIDDING REQUIREMENTS AND PROCEDURES

Comply with Section 00120 of the City of Eugene Standard Specifications modified as follows:

00120.15 Examination of Work Site and Solicitation Documents; Consideration of

Conditions to be Encountered

(ADD) Inquiries regarding the plans, specifications, and contract documents shall be made to: Michelle Hahn (541) 682-5051 or mhahn@eugene-or.gov.

00120.40(e) Bid Guaranty

(MODIFY) All Bids shall be accompanied by a Bid guaranty in the amount of 5% of the total amount of the Bid. Acceptable Surety companies are limited to those authorized to do business in the State of Oregon. Forfeiture of Bid guaranties is covered by

00130.60 and return of guaranties is covered by 00130.70.

-- END OF SECTION --

SECTION 140 – SCOPE OF WORK

Comply with Section 00140 of the City of Eugene Standard Specifications modified as follows:

00140.00 Purpose of Contract

(ADD) (a) Scope of Work

The scope of work for this contract includes:

Asphalt paving.

Stormwater facility and stormwater pipe installation.

Temporary and permanent pedestrian and traffic control.

Construction of concrete sidewalk and sidewalk ramps.

Expanding gravel backstage area.

Security fencing installation around perimeter.

Water line installation and rerouting.

Landscaping and irrigation.

Pay items and quantities listed are intended to cover all work specified. If shown on plans and not itemized, it is considered incidental to the work, and no separate payment will be made.

-- END OF SECTION –

SECTION 150 – CONTROL OF WORK

(ADD) (a) PCC Jointing Plan:

The Contractor shall prepare and submit a PCC pavement jointing plan including location, type, orientation ,and spacing of all joints to the Engineer for review and approval within 21 Calendar Days.

00150.50 Cooperation with Utilities

(b) Agency Responsibilities

(ADD) The following Adjustment of Utilities are expected during construction:

Utility Description of Work Estimated Completion Date

EWEB Installing new power service TBD

(c) Contractor Responsibilities

(ADD)

Coordinate with local or City of Eugene plumber at least 14 days prior to requiring services as well as prior to any new site excavation in the project limits to confirm availability for emergency repairs.

00150.50 Cooperation with Utilities

(ADD) (f) Utility Information:

This Project is located within the Oregon Utility Notification Center area which is a Utilities notification system for notifying owners of Utilities about Work being performed in the vicinity of their facilities. The Utilities notification system telephone number is 811 or 1-800-332-2344.

Utility Contact Person's

Name and Phone Number(s)

1. EWEB Water & Steam Ryan Nossaman 541-685-7685

2. EWEB Electrical (Distribution Engineering Tech) Brad Rudler 541-685-7334

3. Comcast Brian Klopp 541-228-1829 Gabe Norbury 541-731-1498

4. CenturyLink/ Lumen/ Quantum

(Const. Project Coordinator) Matt King 541-863-9874 (Cable Maint. Supervisor) Matt Seeley 503-580-7857

5. Northwest Natural Gas Tom Lepley 971-376-1293

Brian Brown 541-214-6639

6. AT&T Local Facilities Dayla Kerwin 213-688-4219

7. AT&T Long Distance Fiber Dan McGeogh 425-896-9830

8. Zayo Fiber David Miner 503-710-6296 Don Aichlamyr (RBC) 503-586-3493

9. Hunter Communications Jason Robinson 541-799-1132

00150.55 Cooperation with Other Contractors

(ADD) Contractor to coordinate with City Project Representative at least 14 days prior to excavation for relocating Pre’s Trail. Contractor to coordinate with contractor hired for Pre’s Trail resurfacing to ensure smooth transition from hardscape to Pre’s Trail surfacing, at locations shown on the Plans.

00150.60 Construction Equipment Restrictions

(ADD) (d) Staging and Storing of Equipment and Materials

Obtain written permission from the City prior to storage of construction equipment, materials, supplies, temporary office or sanitary facilities outside the construction zone but within City rights-of-way. Obtain written permission from affected private property owners prior to storage of construction equipment, materials, supplies, temporary office or sanitary facilities on private property.

Provide copies of written permission to the Engineer prior to using the Right-of- Way or accessing private property.

Erosion and pollution control measures, in addition to those shown on the plans, may be required in and around storage areas of materials and equipment in the right of way. Per City Code, erosion and pollution control measures are also required, as needed, in and around such storage areas on private property.

00150.75 Protection and Maintenance of Work During Construction

(ADD) Contractor is responsible for securing equipment and materials within project area. Any damage to equipment or materials will be repaired and/or replaced at Contractor's expense. Site security is considered incidental to Mobilization Bid Item.

SECTION 170 – LEGAL RELATIONS AND RESPONSIBILITIES

Comply with Section 00170 of the City of Eugene Standard Specifications modified as follows:

00170.70 Insurance:

(d) Additional Insured

(ADD) Add the following to the list of parties to be listed as additional insured:

The Eugene Water and Electric Board and its officers and employees.

00170.72 Indemnity/Hold Harmless

(ADD) Add the following to the list of parties that the Contractor shall indemnify, defend and hold harmless:

The Eugene Water and Electric Board and its officers and employees.

SECTION 180 – PROSECUTION AND PROGRESS

Comply with Section 00180 of the City of Eugene Standard Specifications modified as follows:

00180.40 Limitation of Operations

(ADD) (c) Specific Limitations - Limitations of operations specified in these Special

Provisions include, but are not limited to, the following:

Limitations Subsection

Cooperation with Utilities .......................................... 00150.50 Contract Time ...................................................... 00180.50(h)

00180.41 Project Work Schedules

(ADD) After the paragraph that begins "One of the following Type…" add the following paragraph:

In addition to the "look ahead" Project Work schedule, a Type A schedule as detailed in the Standard Specifications is required on this Contract.

00180.50(c) Beginning of Contract Time

(DELETE) The existing text (or just first paragraph, depending on what is applicable to your project).

(ADD) Contractor to begin limited work prior to the conclusion of the events scheduled to use the site. Contractor to coordinate with City of Eugene and the vendor to verify work that may begin prior to conclusion of events schedule. Full and unimpeded access to Amphitheater facilities must be maintained for all scheduled events.

00180.85(b) Liquidated Damages

(ADD) The liquidated damages for failure to complete the Work on time required by 00180.50(h) will be $1,900 per Calendar Day *.

* Calendar Day amounts are applicable when the Contract time is expressed on the Calendar Day, Work Day or fixed date basis.

SECTION 190 – MEASUREMENT OF PAY QUANTITIES

Comply with Section 00190 of the City of Eugene Standard Specifications modified as follows:

00195.13 Asphalt Cement Material Price Escalation/De-Escalation Clause

(ADD) The escalation/de-escalation clause for ACP is in effect for this contract.

00195.50 Progress Payment and Retained Amounts

(c)(1) Cash, Alternate A

(REPLACE) The second paragraph that begins with “Except as otherwise provided…” with the following:

Except as otherwise provided, the Agency will hold the cash retainage withheld in a bank or other financial institution deemed appropriate by the Agency. If any interest is accrued on the withheld retainage, it shall accrue to the Agency.

Amounts retained will be included in the final payment made according to 00195.90, unless otherwise specified in the Contract.

PART 00200 – TEMPORARY FEATURES AND APPURTENANCES

SECTION 00220 – ACCOMODATIONS FOR PUBLIC TRAFFIC DESCRIPTION

Comply with Section 00220 of the City of Eugene Standard Specifications modified as follows:

00220.02 Public Safety and Mobility

(a) General Requirements

(ADD) The following bulleted item(s) to the end of this subsection:

• Maintain local traffic access at all times.

• Open full road width on weekends and holidays not scheduled for Work and all other non-work hours. Full road width shall also be open other days the Contractor is not Working.

• A contiguous, ADA-compliant, pedestrian access route must be available through or alongside the work zone at all times.

00220.02(b) Temporary Pedestrian Accessible Route Plan (TPAR)

(ADD) Contractor to provide a TPAR for Pre’s trail. Furnish materials and construct temporary pedestrian routes, of a similar surfacing to Pre’s trail, in order to provide passage around work within the project limits. Surfacing for the temporary pedestrian route shall meet Section 1040 for wood chip mulch. The Engineer may approve alternative materials after considering stability, smoothness, skid resistance and other properties of proposed materials.

00220.80 Measurement

(DELETE) The first sentence.

(ADD) All work and materials related to the installation of a temporary pedestrian accessible route will be measured on a lump sum basis.

00220.90 Payment

(ADD) Pay Item Unit of Measurement

Temporary Pedestrian Accessible Route…………Lump Sum

SECTION 00221 – COMMON PROVISIONS FOR WORK ZONE TRAFFIC CONTROL

DESCRIPTION

Comply with Section 00221 of the City of Eugene Standard Specifications modified as follows:

00221.06 Traffic Control Plan

(DELETE) The first sentence.

(ADD) Provide a TCP consistent with the standard drawings and meeting the requirements of this section. Flaggers shall only be used in the TCP if deemed necessary by the Engineer.

00221.06(a) Agency Traffic Control Plan

(DELETE) Delete the paragraph.

(ADD) The Agency has not provided a TCP. Submit a TCP as unstamped working drawings according to 00150.35.

SECTION 00280 – EROSION AND SEDIMENT CONTROL DESCRIPTION

Comply with Section 00280 of the City of Eugene Standard Specifications modified as follows:

00280.00 Scope

(ADD) Other erosion control measures may be required depending on the Contractor’s methods of operations and scheduling.

(ADD) The City provided CSMP and permit described in this sub-section is attached to the Contract Documents and titled, “Annual Erosion Prevention Permit - Narrative Construction Site Management Plan 2024.” Though this project is not specifically named in the Permit, it is hereby covered by that Permit by the Special Provision.

The Contractor shall keep a copy of the permit at the project site at all times during the Work.

00280.42 Stabilization

(b) Temporary Stabilization

(ADD) At the Contractor’s option, temporary stabilization may be accomplished by preparing the lawn areas shown on the plans and applying the seeding mulch according to SP01035.

PART 00300 – ROADWORK

SECTION 00320 – CLEARING AND GRUBBING

Comply with Section 00320 of the City of Eugene Standard Specifications modified as follows:

00320.01 Areas of Work

(ADD) Protect existing areas of proposed stormwater facilities from compaction of existing soils during excavation and grading operations.

SECTION 00330 – EARTHWORK

Comply with Section 00330 of the City of Eugene Standard Specifications modified as follows:

00330.03 Basis of Performance

(ADD) Perform all earthwork under this Section except for any earthwork relating to

Section 00496 on the excavation basis.

00330.91(d) General Excavation

(ADD)

• No payment will be made for removal of any item outside the limits shown on the Plans without written authorization from the Engineer or City

Project Representative. Similarly, no payment will be made for additional materials required in areas of excess removal outside the limits shown on the Plans without prior authorization from the Engineer or City Project

Representative.

• Work includes hauling, storage and disposal of materials.

PART 00400 – DRAINAGE AND SEWERS

SECTION 00405 – TRENCH EXCAVATION, BEDDING, AND BACKFILL

Comply with Section 00405 of the City of Eugene Standard Specifications modified as follows:

00405.14 Trench Backfill

(ADD) Use Class B Backfill for all trench excavations.

SECTION 00445 – SANITARY, STORM, CULVERT, SIPHON AND IRRIGATION PIPE

Comply with Section 00445 of the City of Eugene Standard Specifications modified as follows:

(ADD)

00445.48 Detectable Tracer Wire

Install tracer wire over all public utility lines. Place a continuous 12 gauge, color green, solid copper wire along the top of all pipes, including service lines. Secure to the top of the pipe at maximum 10 foot intervals using 6 inch strips of 2 inch wide duct tape. Tie all splices and make them electrically continuous and waterproof using King gel caps. Provide access to terminal ends of the wire at all valve boxes, meter boxes, vaults manholes, catch basins, etc. The result of this installation shall be a continuous wire circuit electrically isolated from ground.

Place the marking tape approximately 1 foot above the top of the pipe for its full length.

(ADD) SECTION 00496 – STORMWATER FACILITY

Description

00496.00 Scope – This work consists of constructing the dry detention pond and filtration strips as shown on the Plans.

Materials

00496.10 Drain Rock

Drain rock shall meet the requirements of Section 00430.11 for 1½” – ¾” Granular Drain Backfill Material.

00496.11 Filter Rock

Filter rock shall meet the requirements of Section 02610.10 for Special Filter Materials.

00496.12 Riprap

Riprap shall meet the requirements of Section 00390 for Riprap Protection.

00496.13 Water Quality Mix

Water quality mix shall meet the requirements of Section 01040.14 for Stormwater Facility Blended Soil.

00496.14 Concrete Pipe End Cap With Grate

Furnish frame and grate that meet the following requirements outlined on the plans.

Construction

00496.20 Stormwater Quality Facilities

Excavate native soil at maximum depth of the stormwater facility. Rototill exposed subgrade in areas under any specified drain rock. Place and install drain rock as applicable. Place filter rock and water quality mix, as applicable.

Place stormwater facility water quality mix in two equal lifts. Water quality mix shall not be placed when the ground or soil is frozen, excessively wet, or in a condition detrimental to the Work. Bring grading conflicts to the Engineer prior to proceeding with the Work.

Install soil in a manner that ensures adequate infiltration. Lifts should not be compacted, but rather placed in a manner to reduce excessive erosion or settlement. Lifts may be lightly watered to encourage nominal compaction or, if necessary, rolled with a water-filled landscape roller. Slightly overfill the facility above the proposed finished grade to accommodate anticipated settlement. After completion of finished grading, soil compaction shall not exceed 80 percent maximum dry density as measured by AASHTO T-180. Plant as indicated on Drawings. Weather permitting, plants shall be installed as soon as possible after placing and grading the growing medium in order to minimize erosion.

In all cases, the facility must be protected from foot or equipment traffic that is unrelated to the construction of the facility. Temporary fencing or walkways should be installed as needed to keep workers, pedestrians, and equipment out of the facility. Under no circumstances should materials and equipment be stored in the facility. If compaction to existing ground is unavoidable, Contractor to rip ground to 24-inch depth and break up soil chunks larger than 2-inches before installing soil.

Stormwater facilities shall be kept clean and shall not be used as erosion and sediment control structures during construction.

00496.21 Concrete Pipe End Cap With Grate

Install concrete pipe end cap, and set frame and grate true to the location and grades established. Clean bearing surfaces and provide uniform contact.

00496.22 Existing Utilities

Contractor shall locate all underground utilities within the stormwater facility disturbed area. If called to be abandoned, remove to extent needed to perform work as required in the Plans and these Specifications.

Contractor to ensure potable water line is not disturbed prior to new water main tested, chlorinated and online for downstream users.

00496.23 Testing and Acceptance

At least 14 working days in advance of construction, submit the following:

1. Two 5- gallon buckets of blended material.

2. Documentation for the analysis to be performed by an accredited laboratory with certification maintained current. The date of the analysis shall be no more than 90 calendar days prior to the date of the submittal. The report shall include the following information:

a. Name and address of the laboratory

b. Phone contact and email address for the laboratory

c. Test data, including the date and name of the test procedure

3. A compost technical data sheet from the vendor the compost. The analysis and report must be consistent with the sampling and reporting requirements of the US Composting Council Seal of Testing Assurance (STA) program. The analysis shall be performed and reported by an approved independent STA program laboratory.

4. A description of the location, equipment, and method proposed to mix the material.

00496.24 Finishing and Cleaning Up

Remove weeds, trash, debris and other extraneous matter from facilities as directed and dispose accordingly.

Measurement

00496.30 Measurement

The quantities of work performed under this Section will be measured according to the following:

(a) Dry Detention Pond – The dry detention pond will be measured on a lump sum basis

(b) Filtration Strip – The filtration strip will be measured on a length basis.

(c) Concrete Pipe End Cap with Grate – The cap and grate will be considered incidental to the Dry Detention Pond pay item and no additional payment will be made.

(d) Riprap Protection – All Riprap Protection will be considered incidental to the

Dry Detention Pond pay item and no additional payment will be made.

Payment

00496.40 Payment

The accepted quantities of work performed under this Section will be paid for at the Contract unit price, per unit of measurement, for the following items:

Pay Item Unit of Measurement

(a) Dry Detention Pond……………………..Lump Sum

(b) Filtration Strip...………………………….Linear Foot

Both items include excavation, backfilling, fine grading, soil stabilization, and landscaping required to install each facility. Payment will be full compensation for all work, equipment and materials necessary to construct and prepare facilities per this Section and the 2025 City of Eugene Stormwater Management Manual.

PART 00600 - BASES

SECTION 00641 – AGGREGATE SUBBASE, BASE, AND SHOULDERS

Comply with Section 00641 of the City of Eugene Standard Specifications modified as follows:

00641.10 Materials

(ADD) (d) Fully Fractured Crushed Angular Basaltic Rock – Aggregate for path and parking surfaces shall be fully fractured crushed angular basaltic rock meeting the requirements of the following sections:

02631 – Fully Fractured Crushed Angular Basaltic Rock

Produce aggregate by pit run, screening, or crushing. Obtain materials from commercial sources or other sources approved by the Engineer in writing.

00641.15 Quality Control

(ADD) (c) Fully Fractured Crushed Angular Basaltic Rock – Sample the material before incorporation into the work as follows:

(1) For commercially produced aggregates, at the producer’s plant or stockpile.

The sampling will not be considered a final acceptance and will not preclude later sampling and testing after final processing of the material. Such sampling does not relieve the Contractor of responsibility of providing quality control measures to ensure compliance with contract requirements.

00641.16 Acceptance of Aggregates

(ADD) (d) Fully Fractured Crushed Angular Basaltic Rock – For fully fractured crushed angular basaltic rock, submit test results and a Certificate of Compliance not less than 1 month old verifying that aggregate gradation meets contract requirements for approval by the Engineer prior to importation of materials.

00641.44 Shaping and Compaction

(ADD) (c) Fully Fractured Crushed Angular Basaltic Rock – Obtain compaction by mechanical vibratory compactors over the full area of each layer until visual displacement ceases, but not fewer than three complete passes. Immediately following final spreading, smoothing, and compacting, correct any irregularities or depressions that develop by adding or removing material until the surface is smooth, uniform and compacted.

PART 00800 – PERMANENT TRAFFIC SAFETY AND GUIDANCE DEVICES

SECTION 00850 – COMMON PROVISIONS FOR PAVEMENT MARKINGS

Comply with Section 00850 of the City of Eugene Standard Specifications modified as follows:

00850.41 Projects With Striping Plans

(ADD) Request pavement marking layout from the Inspector at least five (5) business days prior to planned pavement marking application. The Agency will require a minimum of three (3) business days after completion of top lift paving to layout pavement marking types and locations.

SECTION 00860 – LONGITUDINAL PAVEMENT MARKINGS, MEDIANS, AND OTHER

STRUCTURES - PAINT

Comply with Section 00860 of the City of Eugene Standard Specifications modified as follows:

00860.80 Measurement

(MODIFY) Longitudinal pavement markings will be measured on a lump sum basis. Painted longitudinal markings will be based on a nominal line width of 4 inches.

00860.90 Payment

(MODIFY) Parking Lot Striping…………………………………Lump Sum

PART 00700 – WEARING SURFACES

SECTION 00759 – MISCELLANEOUS PORTLAND CEMENT CONCRETE STRUCTURES

Comply with Section 00759 of the City of Eugene Standard Specifications modified as follows:

00759.13 Detectable Warning Surfaces – Detectable warning surfaces shall be cast in place type warning tiles and shall be of composite material meeting all ADA slip resistance and strength requirements. Armor-Tile Cast in Place, ADA Solutions Cast in Place Tactile Panels, or approved equivalent. Detectable warning tiles shall comply with the most recent edition of requirements of the Americans with Disabilities Act and shall be Red in color per Federal Standard 595 Color No.

22144.

00759.61 Detectable Warning Surfaces – Install detectable warning surface tiles per manufacturers recommendations and as specified herein. Install warning surfaces such that the finished product meets all requirements of the Americans with Disabilities Act, PROWAG and all other applicable codes, laws and regulations.

Protect warning tiles during installation to prevent wet concrete from coming into contact with the surface. Clean warning surfaces per manufacturers recommendations or remove and replace as directed if concrete or other contaminants adhere to the finished surface.

00759.80 Measurement

(ADD) All work and materials related to the installation of detectable warning surfaces will include the total area of detectable warning surfaces as shown.

00759.90 Payment

Detectable Warning Surfaces………………………Square Foot

PART 00900 – PERMANENT TRAFFIC CONTROL AND ILLUMINATION SYSTEMS

SECTION 00940 – SIGNS DESCRIPTION

Comply with Section 00940 of the City of Eugene Standard Specifications modified as follows:

00940.80 Measurement

(MODIFY) The quantities of signs will be measured on the unit basis.

00940.90 Payment

(e) ADA Parking Sign……………………………………Each

Item (e) includes payment in full for furnishing and placing all materials, and for furnishing all equipment, labor and incidentals necessary to complete the Work as specified. Payment for new signs shall include payment for the foundation and the PSST required for each sign. Payment for Work performed under this Section will be limited to 75 percent of the amount due until the Agency has received the signed warranties required by 02910.75.

SECTION 00970 – HIGHWAY ILLUMINATION DESCRIPTION

Comply with Section 00970 of the City of Eugene Standard Specifications modified as follows:

(ADD) This section is intended to cover all electrical trenching, lighting, and electrical distribution for the site as indicated on the plans. See also section 26 56 00 pertaining to exterior lighting.

00970.90 Payment

(MODIFY) Pay Item Unit of Measurement

(a) Electrical Trenching……………………………..Linear Foot

(b) Lighting and Electrical Distribution…………….Lump Sum

(c) Bus Power Pedestals……………………………Lump Sum

(d) Food Truck Pedestals……………………………Lump Sum

Item (a) includes payment in full for all equipment, materials, labor and incidentals required to trench and backfill as required by this Section.

Item (b) includes all equipment, materials, labor and incidentals required to install the electrical distribution and lighting as shown on the plans. This includes concrete foundations, poles, arms, switches, conduit, wiring, delineators, junction boxes, and other items required to construct the electrical system as shown on the Plans. This item also includes the removal and relocation of the existing lighting along Pre’s Trail as shown on the Plans. This item does not include trenching and backfill required for the conduit, the bus pedestals or food truck pedestals.

Item (c) includes payment in full for all equipment, materials, labor and incidentals required to install the pedestals used for bus parking within the backstage/storage area. All conduit will be paid under the Bid Item: Lighting and Electrical Distribution.

Connection to the pedestals will be paid under this item.

Item (d) includes payment in full for all equipment, materials, labor and incidentals required to install the pedestals used for the food trucks. All conduit will be paid under the Bid Item: Lighting and Electrical Distribution. Connection to the pedestals will be paid under this item.

PART 01000 – RIGHT OF WAY DEVELOPMENT AND CONTROL

SECTION 01040 - PLANTING

Comply with Section 01040 of the City of Eugene Standard Specifications modified as follows:

(ADD)

01040.57 Refurbishment Area

The Contractor shall refurbish the existing Pre’s Trail, as shown on the Plans, by removing and disposing of all existing trail material within the designated area, placing appropriate soil material to fill and prepare the disturbed area, grading the new soil to match the adjacent existing grade ensuring positive drainage and a smooth transition, and seeding the prepared area in accordance with the Landscape Planting Schedule. This work is considered incidental to the Landscaping Bid Item.

01040.90 Payment

(MODIFY) The accepted quantities of plantings and associated Work performed under this Section will be paid as a lump sum basis.

Landscaping………………………………………Lump Sum

SECTION 01050 - FENCING

Comply with Section 01050 of the City of Eugene Standard Specifications modified as follows:

01050.40 General

(ADD) Schedule installation of new fencing and associated work to be done prior to removing existing perimeter fencing.

01050.90 Payment

(ADD) (f) Truss Gate – Truss Gate will be paid for at the Contract unit price, per

“each” basis, for the item “24 – Foot Double Arm Truss Gate.”

Payment will be payment in full for furnishing and placing all Materials, and for furnishing all Equipment, labor, and Incidentals necessary to complete the Work as specified. This work includes the gate and foundations as required and shown on the Plans.

SECTION 01065 – SITE FURNISHINGS

Comply with Section 01065 of the City of Eugene Standard Specifications modified as follows:

01065.01 Coordination

(ADD) Bike rack to by Owner provided, Contractor installed. Contractor to coordinate with City Project Representative and pick up bike rack from City Yard.

01065.16 Bolts

Bicycle rack: ½” diameter x 1 ¼” long pin hex button socket security bolt, stainless steel, or approved equal

01065.42 Furnishing Installation

(ADD) All bolt holes in the concrete pavement or the concrete foundation shall be predrilled holes, ½” diameter x 2” deep.

For concrete pavement that is not level, use stainless steel washers to level the rack and support plate before driving anchor bolts.

(ADD) SECTION 01066 – BOX OFFICE STRUCTURE

01066.00 Scope

(ADD) This Work consists of relocating the existing box office structure from its current location to the proposed location as shown or directed.

01066.80 Measurement and Payment

(ADD) Relocation of Box Office Structure shall be paid on a lump sum basis as specified on the bid schedule.

PART 01100 – WATER SUPPLY SYSTEMS

SECTION 01120 – IRRIGATION SYSTEMS

Delete OSSC Section 01120 in its entirety and replace with City of Eugene Standard Specifications Section 01120 Irrigation Systems.

SECTION 01140 – POTABLE WATER PIPE AND FITTINGS

Comply with Section 01140 of the City of Eugene Standard Specifications modified as follows:

01140.41 Laying Pipe

(MODIFY) (a) General – Lay pipe to the lines and grades shown and established. All potable water and irrigation lines shall have an electrically conductive insulated 12-gauge copper tracer wire the full length of the installed pipe.

Tracer wire shall be extended up into all valve boxes.

01140.47 Connections to Existing Mains

(ADD) Existing water main to be protected and remain active through entire extent of project. Water can only be shut off when all existing connections are in place, confirmed by the City Inspector, and ready to be transferred. Notifications of other users may be provided 48 hours minimum in advance.

New main to be reconnected and sterilized within specified window on same day.

260100 - 1 of 7 Operation And Maintenance Of Electrical Systems

SECTION 26 01 00

OPERATION AND MAINTENANCE OF ELECTRICAL SYSTEMS

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Definitions.

2. General requirements.

3. Submittal procedures.

4. Content requirements for manuals.

5. Supplements.

1.2 DEFINITIONS

A. Maintenance Operation.

1. Routine operation required to ensure satisfactory performance and longevity of the equipment. Examples of typical maintenance operations are lubrication, belt tensioning, adjustment of pump packing glands and other routine adjustments.

1.3 GENERAL REQUIREMENTS

A. Provide operation and maintenance data for items listed in Supplement 26 01 00 – A, “Schedule of Equipment Requiring Operation and Maintenance Data”.

B. In addition to the composite of manuals for individual equipment items or systems, provide a consolidated summary of required routine scheduled maintenance and scheduled preventative and predictive maintenance for the project, with reference to where detailed information may be found. Include safety information and emergency plans and procedures. The summary shall be in a separate binder from the other equipment and system binders.

C. Comply with the following format relating to the Operation and Maintenance Manual:

1. All binders shall be “D” ring type with one-touch ring locking mechanism.

2. Overlay material shall be crystal clear poly.

3. Binders shall be black poly.

4. Binders shall be nominally sized for 75 percent fill per volume with a maximum binder depth of four (4) inches and a minimum depth of one (1) inch.

5. Submit example binder cover sheet for approval by ENGINEER.

6. Submit example spine insert for approval by ENGINEER.

7. Paper: twenty (20) pound minimum, white for typed pages, 8.5 x 11 inches.

8. Text: Manufacturer’s printed data, or neatly typewritten. Facsimiles transmitted via fax machine shall be unacceptable.

9. Three-hole punch data for binding and composition; arrange printing so that punched holes do not obliterate data.

260100 - 2 of 7 Operation And Maintenance Of Electrical Systems

10. Provide fly-leaf for each separate product, or each piece of operating equipment, with typed description of product and major component parts of equipment.

Provide with heavy section dividers with numbered plastic index tabs.

11. Provide each manual with a title page, typed table of contents with consecutive page numbers. Plan contents of entire set, identified by volume number, in each binder.

12. Material shall be suitable for reproduction with quality equal to the original.

Photocopying of material will be acceptable except for material containing photographs.

13. Table of contents shall be neatly typewritten, arranged in a systematic order, containing as a minimum the following data:

a. CONTRACTOR, name of responsible principle, address and telephone number.

b. List of each product required to be included and indexed to content of each volume.

c. List of each product, name, address and telephone number of subcontractor, supplier, installer and maintenance contractor as appropriate.

d. Provide local source and phone number of supply for parts and replacement.

e. Identify each product by product name, model number and other identifying numbers or symbols as set forth in the Contract Documents.

14. Product data:

a. Include only those sheets that are pertinent to the specific product provided.

b. Clearly annotate each sheet to identify specific product or part installed, data applicable to the installation and delete references to inapplicable information.

15. Drawings; supplement product data with drawings as necessary to clearly illustrate the following:

a. Relationship of component parts of equipment and systems.

b. Control and flow diagrams.

c. Coordinate drawings with project record documents to assure correct illustration of completed installations.

d. CONTRACTOR shall not use project record documents as maintenance manual drawings.

e. Provide reinforced punched binder tabs.

f. Reduced 11 x 17 inch drawings shall be folded to 8.5 x 11 inch format.

g. Where reduction to 11 x 17 inch is impractical, fold and place the 8.5 x 11 inch envelopes that are bound in the binder.

h. Identify specification Section and product on drawings and envelopes.

1.4 SUBMITTAL PROCEDURE

A. Compile the required data, arrange as specified herein and insert data in the number of volumes necessary. The volumes shall be submitted as a complete set. Partial or incomplete manuals shall be rejected by the ENGINEER.

B. Preliminary Manuals:

260100 - 3 of 7 Operation And Maintenance Of Electrical Systems

1. Submit three copies to ENGINEER for review and approval well before the starting and adjusting activities commence.

2. If accepted:

a. One copy will be returned to the CONTRACTOR.

b. One copy will be forwarded to the OWNER.

c. One copy will be retained in the ENGINEER’s file.

3. If rejected:

a. Two copies will be returned to the CONTRACTOR with ENGINEER’s comments for revision.

b. One copy will be retained in the ENGINEER’s file.

c. CONTRACTOR shall be required to resubmit three revised preliminary manuals for ENGINEER’s review.

C. Final Manuals:

1. Submit two copies to ENGINEER for review and approval before final completion.

2. If accepted:

a. CONTRACTOR will be so notified.

b. CONTRACTOR shall provide a complete set of the final manual on CD-

ROM. Data written specifically for the manual will be presented in MS Word format. Manufacturer data (per-printed data) will be presented in Adobe PDF format.

3. If rejected:

a. At the ENGINEER’s discretion either all but one copy of the manuals will be returned to the CONTRACTOR for revisions or all copies will be retained by the ENGINEER and the necessary revision data will be requested from the

CONTRACTOR.

1.5 CONTENT REQUIREMENTS FOR MANUALS

A. The Operation and Maintenance Manuals shall normally consist of no less than four volumes outline below.

B. Volume 1 – Facility Overview.

1. All sheets in volume 1 shall have sheet protectors.

2. All materials in volume 1 shall be copied onto a CD and provided to the

ENGINEER.

3. Include instructions and procedures for handling, storage, maintenance during storage, assembly, erection, installation, adjusting, testing, operating, shut down in emergency, troubleshooting, maintenance, interface with other equipment and as may otherwise be required.

4. Organize in a consistent format under separate heading for each different procedure.

5. Provide a logical sequence of instructions for each procedure.

6. Provide an information sheet for the OWNER’s personnel which include the proper procedures in the event of a failure and instances that might affect the validity of warranties or bonds.

260100 - 4 of 7 Operation And Maintenance Of Electrical Systems

7. Content for each unit (or common units) and system:

a. Description of unit and component parts including controls, accessories and appurtenances. Detail their function, normal operating characteristics and limiting conditions. Provide performance curves, engineering data, nameplates data and test forms. Provide a complete commercial number and nomenclature for replaceable parts.

8. Operating Procedures:

a. Start-up and break-in routine and normal operating instructions.

b. Test procedures and results of factory tests where required.

c. Regulation, control, stopping and emergency instructions.

d. Description of operation sequence by control manufacturer.

e. Shutdown instructions for both short and extended durations.

f. Summer and winter operating instructions as applicable.

9. Maintenance and Overhaul Procedures:

a. Routine operations

b. Guide to troubleshooting.

c. Disassembly, removal, repair, reinstallation and reassembly.

10. Installation Instructions including alignment, adjusting, calibrating and checking.

11. Original manufacturer’s parts list, illustrations, detailed assembly drawings showing each part with part numbers and sequentially numbered parts list and diagrams required for maintenance.

12. Parts list by generic title and manufacturer’s part number.

13. Name, location and telephone number of nearest supplier and spare parts warehouse.

14. Where applicable identify installed spares and other provisions for future work

(e.g. reserved panel space, unused components, wiring and terminals).

15. Manufacturer’s printed operating and maintenance instructions.

16. Charts of valve tag numbers along with the location and function of each valve.

17. Manufacturer’s certifications including calibration data sheets and specified calibration procedures or methods for installed equipment.

18. Warranty forms and information for all installed equipment provided by the

CONTRACTOR.

19. Circuit directories for all panels including electrical, control and communication.

20. List of adjustable electrical relay settings, control and alarm settings.

C. Volume 2 – Equipment Manuals.

1. Table of contents shall have a sheet protector

2. Table of contents and index sheets shall be of colored card stock.

3. Manuals for individual equipment shall not be divided between separate binders.

4. List function, normal operation, characteristics and limiting conditions.

5. Complete commercial part number and nomenclature of replaceable parts.

6. Maintenance procedures including routine operations, guide to troubleshooting and adjustments.

7. Manufacturer’s printed operation and maintenance instructions.

8. List of manufacturer’s spare parts and recommended quantities to be maintained in storage.

9. Contents for Maintenance Summary Manual:

260100 - 5 of 7 Operation And Maintenance Of Electrical Systems

a. Compile individual maintenance summaries for each applicable equipment item, respective unit or system and for components or subunits.

b. Format shall include use of the Supplement 26 01 00 – B “Maintenance

Summary” provided. Each Maintenance Summary may take as many pages as required. Supplement shall be typewritten and shall include detailed lubrication instructions and diagrams showing points to be greased or oiled, recommended type, grade and temperature range of lubricants and frequency of lubrication.

c. Include a list and quantity of manufacturer’s recommended consumable and spare parts that should be stored on site.

D. Volume 3 – Drawings

1. As-built drawings associated with the project shall be provided. This includes, but is not limited to, manufacturers supplied drawings. All drawings shall be provided on 11 x 17 inch sheets folded to 8.5 x 11 inch size and bound in this volume. A complete and detailed index shall be provided that includes a list of all drawings in the volume and the drawings shall be tabbed in a fashion that provides clear and concise identification.

PART 2 PRODUCTS – NOT USED

PART 3 EXECUTION

3.1 SUPPLEMENTS

A. Supplement 26 01 00 – A, “Schedule of Equipment Requiring Operation and

Maintenance Data”.

B. Supplement 26 01 00 – B, “Maintenance Summary Form”.

END OF SECTION

260100 - 6 of 7 Operation And Maintenance Of Electrical Systems

SUPPLEMENT 26 01 00 – A

SCHEDULE OF EQUIPMENT REQUIRING

OPERATION AND MAINTENANCE DATA

Item

No.

Section Manual (M)

Data Sheet (D)

Description

1. 26 24 16 M Service Cabinet

2. 26 24 16 D Power Pedestals

3. 26 56 00 D Exterior Light Fixtures

4.

5.

END OF SUPPLEMENT

260100 - 7 of 7 Operation And Maintenance Of Electrical Systems

SUPPLEMENT 26 01 00 – B

MAINTENANCE SUMMARY FORM

Project Name:

Project Number:

Equipment:

Equipment ID / Tag Number:

Manufacturer:

Nameplate Data:

Manufacturer’s Local Supplier Name:

Phone:

Address:

MAINTENANCE REQUIREMENTS

Maintenance Requirements Frequency

Required

Lubricant if Required

260108 - 1 of 6 Electrical Testing

SECTION 26 01 08

ELECTRICAL TESTING

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes

1. Electrical and control testing forms and requirements.

1.2 SEQUENCING

A. ENGINEER shall issue written acceptance of the following certifications submitted by the CONTRACTOR before utility power is supplied to conductors, cables, or equipment.

1. Megger Test

2. Continuity Test

B. CONTRACTOR shall verify to ENGINEER that every function of the electrical, measurement, and control systems are operating properly.

PART 2 PRODUCTS – NOT USED

PART 3 EXECUTION

3.1 FIELD QUALITY CONTROL

A. Site Tests, Inspection

1. CONTRACTOR shall be responsible to become familiar with the test and certification requirements of the Contract Documents for this project. It is the intent of these requirements that the Work will be systematically checked to verify that the functions required or implied, work properly to insure safety for the personnel, environment, and equipment associated with the Work.

2. CONTRACTOR shall complete the certification forms that are supplemental to this section and submit the forms to ENGINEER for approval.

3. All site test and inspection certificates and schedules shall be contained in a 3-ring binder(s).

a. Size 8½ inches by 11 inches.

b. Paper: 20-pound minimum, white for typed pages.

c. Three-hole punch data for binding and composition; arrange printing so that punched holes do not obliterate data.

d. Provide each manual with title page to include “Process Electrical Testing”, typed table of contents with consecutive page numbers. Where more than one binder is used, consecutively title each with a volume number. The first

260108 - 2 of 6 Electrical Testing binder shall be labeled Volume 1 and consecutively numbered as required to include all test documentation.

e. Tab sections for each required section of testing and acceptance certification.

4. CONTRACTOR shall notify ENGINEER seven days in advance of scheduled testing and facilitate the witnessing of those tests by ENGINEER.

5. CONTRACTOR shall provide ENGINEER with current as-built documentation for electrical and measurement and control commissioning with submittal of test certification.

a. Systems operating at or above 200-volts to ground or more shall be included in the Megger Test Certification. Minimum duration for each test shall be one minute, at 1000 VDC, and minimum acceptable results shall be 50 mega ohms.

b. Conductors and cables shall be included in the Continuity Test Certification.

No continuity to ground is the only acceptable result of the test.

c. Conductors, cables, or equipment failing to meet the minimum requirements shall be replaced with new. Repair will not be acceptable.

d. Each individual instrument shall have an Instrument Calibration Certificate.

The calibration shall operate within the tolerances specified by the manufacturer of the instrument and the Contract Documents.

e. Installed motors shall have a written Motor Insulation Certificate for all the motors listed in the Drawings for the Work. Motors failing test shall be tagged and locked out from operation.

3.2 SUPPLEMENTS

A. Schedule 26 01 08 - A; Megger Test Certificate.

B. Schedule 26 01 08 - B; Continuity Test Certificate

260108 - 3 of 6 Electrical Testing

SUPPLEMENT 26 01 08- A

MEGGER TEST CERTIFICATE

Project Number:

Test Equipment Manufacturer: Model Number: Project Name:

Test Equipment Last Calibration Date:

Serial Number: Accepted By:

Date:

Testing Personnel: Calibration Certificate Drawing Reference:

Test Voltage: Test Date: Title:

Tag:

Title Tag Identification A-Ø/

B-Ø

A- Ø /

C- Ø

A- Ø /

Ground

B- Ø /

Ground

C- Ø /

Ground

A- Ø /

Neutral

B- Ø /

Neutral

C- Ø /

Neutral

260108 - 4 of 6 Electrical Testing

SUPPLEMENT 26 01 08 - A

MEGGER TEST CERTIFICATE

Project Number: 12345

Test Equipment Manufacturer: APC Model Number: GH-1 Project Name: Water Diversion

Test Equipment Last Calibration Date: 8/13/02

Serial Number: 346321 Accepted By: S.E. Davis

Date: 01/01/2003

Testing Personnel: John Doe Calibration Certificate: Yes Drawing Reference: E-006

Test…