Balfour Park Improvements –

01 01 00 - 1 SUMMARY OF WORK

Milwaukie Parks Balfour Park Improvements March 2026

PART 1 GENERAL

1.01 DESCRIPTION OF WORK

SECTION 01 01 00

SUMMARY OF WORK

A. The work covered by this contract includes furnishing of all detailed design, field testing, labor, materials and equipment for construction of improvements to the City of Milwaukie, Oregon – Balfour Park Improvements (2026) shown on the Drawings and as specified in this document.

B. The proposed project is located at Balfour Park (3039 SE Balfour St, Milwaukie, OR 97222) in Milwaukie, Oregon and consists of the following base work:

1. Installing bollard and chains to the existing basalt rocks as shown in the attached design.

2. Restoration of any damage to existing park including, but not limited to soil, turf, trees and vegetation, playground equipment, playground safety surface, rocks, concrete retaining walls, or underground infrastructure as described in section 1.10.

C. Bid Alternates shall be selected and included in the contract at the sole discretion of the Owner shall include:

1. Installing wooden benches on existing basalt rock benches as shown in the attached design.

2. Installing basalt step stones as shown in the attached design.

D. The above description is for general information only. Perform Work of Contract under Contract with Owner according to Conditions of Contract.

1.02 CONTRACT DOCUMENTS

A. The Contract Drawings indicate the general arrangement and location of improvements. It is desired that the indicated positions be followed as closely as possible. The exact location of the various items is subject to building construction and the actual equipment furnished by the Contractor. The Contractor shall verify the location of all items furnished, installed, or connected.

B. The Drawings are not to be scaled. All implied locations shall be determined at the site after field measurements have been taken.

C. Should interferences or discrepancies prevent the installation of any part of the work, the Engineer shall be notified and will determine the steps necessary to complete the true development of the intent of the Drawings and Specifications.

01 01 00 - 2 SUMMARY OF WORK

1.03 TIME OF COMMENCEMENT AND COMPLETION

A. Notice to Proceed: A written Notice to Proceed will be issued by the Owner following execution of the Contract. Owner shall issue a written Notice to Proceed or provide a request for additional materials or clarification within five (5) days of receipt of documentation. Should the Owner fail to issue the Notice to Proceed within five (5) days, the Contractor may apply for an adjustment of Contract Time.

B. The calendar workday count will commence on the date specified in the "Notice to Proceed or as required in the General Conditions”.

C. Substantial Completion

1. When all proposed equipment is installed and equipment removed from the park. At the point of substantial completion, a punch list for final completion, including restoration, shall be developed.

D. Final Completion

1. When all punch list items from the Substantial Completion walk through have been addressed.

2. All O&M Manuals have been transmitted to the Owner.

1.04 SPECIFICATIONS

A. The following standard specifications, including current revisions and supplements may be referred to in these contract documents to establish minimum standards for materials, construction, and inspection procedures. Unless otherwise shown or specified, the provisions for measurement and payment contained in such standard specifications will not apply.

1. 2024 Oregon Standard Specifications for Construction, as prepared by the Oregon State

Department of Transportation (ODOT) and the Oregon State Chapter of the American Public Works Association (APWA).

2. American Water Works Association (AWWA)

3. American Society for Testing Materials (ASTM).

4. Electronic Industries Association (EIA)

5. American National Standard Institute (ANSI).

6. Telecommunications Industries Association (TIA).

7. National Fire Protection Association (NFPA)

8. City Design Standards and Specifications

B. In case of conflict between the several parts of the specifications and between the various referenced standard specifications, the most stringent shall govern as determined by the Engineer. Where these specifications refer to recognized standards, such as ASTM, Federal Specifications, N.F.P.A., the reference shall be to the latest edition, unless specified otherwise.

1.05 CONTRACTOR’S COPIES OF CONTRACT DOCUMENTS

A. The Contractor will be supplied by the City with the number of copies of the Contract

Documents as stated in the Supplemental Conditions. At least one complete set of Contract Documents, including one full-size set of Drawings shall be kept at the site of construction in good condition, and at all times available to the City and Engineer. Additional copies of the Contract Documents, if required, will be furnished by the Owner at net cost of reproduction to the Contractor.

1.06 COORDINATION OF WORK WITH CITY AND OTHERS

A. The Contractor shall coordinate its work with other contractors who may be working on and or in the project area and cooperate with them. Contractor shall also coordinate its activities with the City.

01 01 00 - 3 SUMMARY OF WORK

1.07 PERMITS AND FEES

A. Unless otherwise provided in the Contract Documents, Contractor shall obtain and pay for all construction permits and licenses. Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of the submission of Contractor's Bid (or when Contractor became bound under a negotiated contract). Owner shall pay all charges of utility owners for connections for providing permanent service to the Work.

B. All special inspectors shall be hired and paid for by the City. The Contractor shall be responsible for coordinating work and scheduling with the City’s special inspector.

1.08 EXISTING UTILITIES

A. In general, the locations of existing major underground utilities and some minor utilities are indicated on the Drawings. This information has been obtained from utility maps and from oral descriptions provided by the various agencies involved. City does not guarantee the accuracy or completeness of this information, and it is to be understood that other above ground or underground facilities not shown on the Drawings may be encountered during the course of the work.

B. Existing above ground utilities including, but not limited to, power transmission and distribution, telephone, and television whether shown on the Drawings or not, shall be protected as may be necessary by the Contractor in a manner satisfactory to owners and operators of the utilities and to the City. No utilities shall be removed without notifying owners and operators of the utility.

C. Existing major underground utilities and appurtenance structures, whether shown on the Drawings or not, shall be maintained, relocated, rerouted, removed and restored by the Contractor in a manner satisfactory to owners and operators of the utilities and to the City. In the following special cases, the Contractor will be reimbursed in accordance with Article 11 of the General Conditions for all costs of modifying, rerouting or relaying major underground utilities:

1. An existing utility is shown on the Drawings as being above or below the pipeline or structure to be constructed under this contract but is found during construction to be in conflict with the proposed work.

2. An existing utility is not shown on the Drawings, but is found during construction to be in conflict with the proposed work.

3. An existing utility is not shown on the Drawings and is found during construction to cross or project into the allowable excavation for the proposed work at an angle of 30 degrees or less at any elevation.

D. For the purposes of this section, an existing underground utility shall be considered to be in conflict with the proposed work if it crosses or projects into the allowable excavation for the proposed work at an elevation between the top and bottom of the proposed pipeline or structure.

E. Minor underground utilities service lines including, but not limited to sanitary and drainage service laterals up to eight inches in diameter, house or yard drains, electric or telephone services, catch basin leads, shall be maintained, relocated, rerouted, removed and restored by the Contractor with least possible interference of such services, and in no case shall the interference of such service lines be considered for extra compensation under any of these special cases listed here and before.

F. The right is reserved by owners of public utilities and franchises to enter upon any street, road, right-of-way or easement for the purpose of maintaining their property and for making necessary repairs or changes caused by the work.

1.10 RESTORATION OF STRUCTURES AND SURFACES

A. General: Whenever any of the work is accomplished on or through property other than that owned by the City, the Contractor shall furnish the City, before final acceptance of the work by the City, a written release from the subject property owner or proper authority citing for the owner of the property affected, stating that the restoration of structures and surfaces has been satisfactorily accomplished. If in the opinion of the City the release is arbitrarily withheld, the

01 01 00 - 4 SUMMARY OF WORK

City may, at its sole discretion, accept the portion of the work involved and cause final payment therefore to be made.

B. In addition to the requirements of any applicable utility permit, street use permit or franchise relating to this contract, the Contractor shall, as a minimum for any restoration work, conform to standard plans and specifications of the agency which controls the use of the right-of-way in which this construction work is performed.

C. Structures: The Contractor shall remove such existing structures as may be necessary for the performance of the work and, if required, shall rebuild the structures thus removed in as good a condition as found with minimum requirements as herein specified. Contractor shall also repair all existing structures which may be damaged as a result of the work under this contract.

1. Contractor shall protect and maintain continuous access at all times to all private driveways adjacent to Balfour Park.

D. All curbs, gutters, driveways, sidewalks and similar structures that are broken or damaged by the installation of the work shall be reconstructed by the Contractor. Reconstruction shall be of the same kind of material with the same finish and in not less than the same dimensions as the original work. All concrete shall be as specified herein unless otherwise indicated. Repairs shall be made by removing and replacing the entire portions between joints or scores and not merely refinishing any damaged part. All work shall match the appearance of the existing improvements as nearly as possible.

E. All roads and streets in which the surface is removed, broken or damaged, or in which the ground has caved or settled due to work under this contract, shall be resurfaced and brought to the original grade and crown section unless otherwise indicated. Before resurfacing material is placed, edges of pavements shall be trimmed back far enough to provide clean, solid, vertical faces and shall be free of any loose material. Paving shall be as indicated and specified. Roadways used by the Contractor for hauling materials, equipment, supplies, etc., shall be cleaned and repaired if the condition of the roadway is damaged or otherwise affected due to the Contractor's operations.

F. Cultivated areas and other surface improvements: All cultivated areas, either agricultural or lawns, and other surface improvements which are damaged by actions of the Contractor shall be restored as nearly as possible to their original condition.

G. Existing stakes and marks: All section, section subdivision, property corners, plat, U.S.C. and G.S., U.S.G.S., and other official monuments or benchmarks, shall be carefully preserved or replaced. In the event any such monument or marker is disturbed as a result of the Contractor's operations, the Contractor shall effect the replacement or resetting of the monument or marker in a manner satisfactory to the Engineer and shall provide a survey map to be recorded with the County. Replaced or reset monuments shall be of acceptable type and quality, and shall be, located so as to clear existing utilities or any other interferences. They shall be placed in a manner consistent with good and recognized engineering and surveying practices.

H. All waterways, channels, drainage ditches, drains, culverts and similar facilities that are damaged by actions of the Contractor shall be restored as nearly as possible to their original condition. Where necessary, the contractor shall provide temporary facilities or temporarily realign such watercourses to maintain a continuously serviceable facility until it is restored to its original location and condition. Restoration of such facilities shall be as shown and specified.

1.11 LIMITS OF WORK

A. The Contractor shall conduct construction operations in a manner to minimize the impact to surrounding area and property.

1.12 EXCESS MATERIALS AND DEBRIS

A. Disposal of excess materials and debris shall comply with all local, State and Federal requirements.

01 01 00 - 5 SUMMARY OF WORK

1.13 OVERTIME

A. The number of calendar days provided in the contract is admitted to be sufficient time to complete the project without over time work. If the Engineer is required to pay overtime for observation or engineering on the contract as a result of the Contractor's extended operations, as determined at the sole discretion of the Engineer, then the Engineer shall be reimbursed for all overtime hours at the rate of $200.00 per hour. The Engineer shall inform the City of the overtime incurred for which the City shall reimburse the Engineer and deduct such sums from the next payment to the Contractor.

1.14 SPECIFICATION CONVENTIONS

A. These specifications are written in imperative mood and streamlined form. This imperative language is directed to Contractor unless specifically noted otherwise. The words "shall be" are included by inference where a colon (:) is used within sentences or phrases.

PART 2 PRODUCTS - NOT

USED PART 3 EXECUTION

- NOT USED

END OF SECTION

Milwaukie Neighborhood Parks Project ALTERNATES

01 01 20 - 1

Milwaukie Parks Balfour Park Improvements March 2026

SECTION 01 0120

ALTERNATES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

B. Bid Form

1.2 SUMMARY

A. Section includes administrative and procedural requirements for alternates.

1.3 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if the Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Alternates described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternates into the Work. No other adjustments are made to the Contract Sum.

1.4 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate.

B. Execute accepted alternates under the same conditions as other work of the Contract.

C. Schedule: A schedule of alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

Milwaukie Neighborhood Parks Project ALTERNATES

01 01 20 - 2

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. Alternate 1: Boulder Bench: Install wooden bench materials on top of existing basalt benches as showing in attached design.

1. Base Bid: Bollard and chains as shown in attached design.

2. Alternate: Add boulder bench materials as shown in attached design.

B. Alternate 2: Step Stones: Install basalt stones as steps as shown in attached design.

1. Base Bid: Bollard and chains as shown in attached design.

2. Alternate: Add basalt stone steps as shown in the attached design.

SECTIION 01 01 40

CONSTRUCTION SEQUENCE

PART 1 GENERAL

1.01 DESCRIPTION OF WORK

A. Schedule and conduct all work in a manner consistent with the Contract and comply with the Contract milestones, construction sequence, and constraints of the work as specified.

B. When the Work requires an existing facility to be taken out of operation notify the Owner in writing at least one (1) week in advance.

1.02 HOURS OF WORK

A. The Contractor shall have access to the site from 7 am to 5 pm, Monday through Friday.

No work on legal holidays shall be permitted without specific authorization from the City.

If the Contractor intends to work weekends or extended days, then the City shall be notified 48 hours in advance.

B. Annual Holidays are as follows:

1. New Years Day (January 1st)

2. Martin Luther King Day (3rd Monday in January)

3. President's Day (3rd Monday in February)

4. Memorial Day (Last Monday in May)

5. Juneteenth (June 19th)

6. Independence Day (July 4th)

7. Labor Day (1st Monday in September)

8. Veterans Day (November 11th)

9. Thanksgiving (4th Thursday and 4th Friday in November)

10. Christmas (December 24th and 25th)

C. The Contractor shall submit a schedule of working hours in accordance with Section 00700. The Contractor shall reimburse the costs of City and other regulatory agencies for all overtime inspecting in accordance with Section 00700.

1.03 CONSTRUCTION SEQUENCE

A. Before starting any work, the Contractor will attend a Pre-Construction Meeting with the

Owner. The Contractor will be notified of the date and the time of the meeting and will submit a construction schedule.

PART 2 PRODUCTS - NOT

USED

PART 3 EXECUTION – NOT

USED

SECTIION 01 06 00

REGULATORY AND SAFETY REQUIREMENTS

A. This section specifies regulatory requirements applicable to this project that include, but shall not be limited to, the Department of Labor and Industries, Environmental Protection Agency, Occupational Safety and Health Administration (OSHA), Oregon OSHA, Bureau of Labor Industries, WRD, and other applicable federal, state and local governmental regulations.

1.02 WATER AND AIR POLLUTION CONTROL

A. During the term of the Contract, Contractor's operations shall conform to applicable laws and regulations of the Oregon Department of Environmental Quality (DEQ), and other agencies of the State and Federal government, as well as, local Ordinances and Resolutions designed to prevent, control and abate water and air pollution.

B. During all phases of the Work, or when directed, protect work sites, storage, and disposal areas from washout and erosion. Take precautions to control or abate dust nuisance and air pollution by cleaning up, sweeping, sprinkling, covering, enclosing or sheltering work areas, and stockpiles, and by promptly removing from paved streets earth or other material which may become airborne or may be washed into waterways or drainage systems.

C. The Contractor is required to submit for approval an erosion control plan prior to the start of site work.

1.03 NOISE

A. Measures shall be taken to minimize noise. The Contractor shall review the site and understand the relationship of the site to surrounding facilities.

1.04 SAFETY AND HEALTH REGULATIONS

A. The Contractor shall comply with safety and health regulations for construction.

1.05 POSTING OF REGULATIONS

A. The Contractor shall comply with all Oregon OSHA posting regulations.

B. State and Federal Labor Law Requirements.

1.06 RESPONSIBILITY FOR DAMAGE

A. The Contractor shall bear sole responsibility for damage to completed portions of the project or to property located off the project caused by erosion, siltation, run-off, or other related items during the construction of the project.

B. The Contractor shall bear sole responsibility for any pollution of rivers, streams, groundwater or other waters which may occur as a result of construction operations. The Contractor shall exercise all necessary precautions throughout the life of the project to prevent pollution, erosion, siltation, and property damage.

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SECTIION 01 09 10

REFERENCE STANDARDS

1.01 QUALITY ASSURANCE

A. Titles of sections and paragraphs: Captions accompanying specification sections and paragraphs are for convenience of reference only and are not to be used to define the limits of subcontracts.

B. Applicable publications: Whenever in these Specifications references are made to published specifications, codes, standards, or other requirements, it shall be understood that wherever no date is specified, only the latest specifications, standards, or requirements of the respective issuing agencies which have been published as of the date that the Work is advertised for bids, shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. No requirements set forth herein or shown on the Drawings shall be waived because of any provision of, or omission from, said standards or requirements.

C. Without limiting the generality of other requirements of the Specifications, all work specified herein shall conform to or exceed the requirements of applicable codes and the applicable requirements of the following documents to the extent that the provisions of such documents are not in conflict with the requirements of these Specifications nor the applicable codes.

D. In case of conflict between codes, reference standards, drawings and the other Contract Documents, the most stringent requirements shall govern. Conflicts shall be brought to the attention of the Engineer for written clarification and directions prior to ordering or providing any materials or labor. The Contractor shall bid the most stringent requirements.

E. Applicable standard specifications: The Contractor shall construct the Work specified herein in accordance with the requirements of the Contract Documents and the referenced portions of those referenced codes, standards, and specifications listed herein; (except, that wherever references to "Standard Specifications" are made, the provisions therein for measurement and payment shall not apply).

F. References herein to "OSHA Regulations for Construction" shall mean Title 29, Part 1926, Construction Safety and Health Regulations, Code of Federal Regulations (OSHA), including all changes and amendments thereto.

G. The contractual relationship of the parties to the Contract, the duties and responsibilities of City, Contractor and Engineer mentioned in any reference document shall be governed by General Conditions contained herein.

1.02 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS

A. The following documents or agencies may be referenced in the Contract Documents.

AA ALUMINUM ASSOCIATION

AABC ASSOCIATED AIR BALANCE COUNCIL

AAMA ARCHITECTURAL ALUMINUM

MANUFACTURER'S ASSOCIATION

AAR ASSOCIATION OF AMERICAN RAILROADS

AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY

AND TRANSPORTATION OFFICIALS

AATCC AMERICAN ASSOCIATION OF TEXTILE

CHEMISTS AND COLORISTS

ACI AMERICAN CONCRETE INSTITUTE

ADC AIR DIFFUSION COUNCIL

AEIC ASSOCIATED EDISON ILLUMINATION

COMPANIES

AFBMA ANTI-FRICTION BEARING MANUFACTURER'S

ASSOCIATION, INC.

AGA AMERICAN GAS ASSOCIATION

AGC ASSOCIATED GENERAL CONTRACTORS OF

AMERICA

AGMA AMERICAN GEAR MANUFACTURER'S

ASSOCIATION

AHAM ASSOCIATION OF HOME APPLIANCE

MANUFACTURER'S

AI THE ASPHALT INSTITUTE

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

AITC AMERICAN INSTITUTE OF TIMBER

CONSTRUCTION

AMCA AIR MOVING AND CONDITIONING

ASSOCIATION

ANS AMERICAN NUCLEAR SOCIETY

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE,

INC.

APA AMERICAN PLYWOOD ASSOCIATION

API AMERICAN PETROLEUM INSTITUTE

APWA AMERICAN PUBLIC WORKS ASSOCIATION

AREA AMERICAN RAILWAY ENGINEERING

ASSOCIATION

ARI AIR-CONDITIONING AND REFRIGERATION

INSTITUTE

ASA ACOUSTICAL SOCIETY OF AMERICA

ASAE AMERICAN SOCIETY OF AGRICULTURAL

ENGINEERS

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASHRAE

AMERICAN SOCIETY OF HEATING,

REFRIGERATING, AND AIR CONDITIONING

ENGINEERS

ASLE AMERICAN SOCIETY OF LUBRICATING

ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

ASPA AMERICAN SOD PRODUCERS ASSOCIATION

ASQC AMERICAN SOCIETY OF QUALITY CONTROL

ASSE AMERICAN SOCIETY OF SANITARY ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

AWPA AMERICAN WOOD PRESERVERS ASSOCIATION

AWPI AMERICAN WOOD PRESERVERS INSTITUTE

AWS AMERICAN WELDING SOCIETY

AWWA AMERICAN WATER WORKS ASSOCIATION

BBC BASIC BUILDING CODE, BUILDING OFFICIALS

AND CODE ADMINISTRATORS INTERNATIONAL

BHMA BUILDERS HARDWARE MANUFACTURER'S

ASSOCIATION

CBM CERTIFIED BALLAST MANUFACTURERS

CDA COPPER DEVELOPMENT ASSOCIATION

CEMA CONVEYORS EQUIPMENT MANUFACTURER'S

ASSOCIATION

CGA COMPRESSED GAS ASSOCIATION

CLPCA CALIFORNIA LATHING AND PLASTERING

CONTRACTORS ASSOCIATION

CLFMI CHAIN LINK FENCE MANUFACTURER'S

INSTITUTE

CMA CONCRETE MASONRY ASSOCIATION

COE CORP OF ENGINEERS

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

DCDMA DIAMOND CORE DRILL MANUFACTURER'S

ASSOCIATION

DOE DEPARTMENT OF ECOLOGY

DOT DEPARTMENT OF TRANSPORTATION

EEI EDISON ELECTRIC INSTITUTE

EIA ELECTRONIC INDUSTRIES ASSOCIATION

EJCDC ENGINEER'S JOINT CONTRACT DOCUMENTS

COMMITTEE

EJMA EXPANSION JOINT MANUFACTURER'S

ASSOCIATION

EPA ENVIRONMENTAL PROTECTION AGENCY

ETL ELECTRICAL TEST LABORATORIES

FGMA FLAT GLASS MARKETING ASSOCIATION

FM FACTORY MUTUAL

FS FEDERAL SPECIFICATION

GA GYPSUM ASSOCIATION

IBC INTERNATIONAL BUILDING CODE

ICBO INTERNATIONAL CONFERENCE OF BUILDING

OFFICIALS

ICC INTERSTATE COMMERCE COMMISSION

IEEE INSTITUTE OF ELECTRICAL AND

ELECTRONICS ENGINEERS

IES ILLUMINATING ENGINEERING SOCIETY

IME INSTITUTE OF MAKERS OF EXPLOSIVES

IMIA INTERNATIONAL MASONRY INDUSTRY ALL-

WEATHER COUNCIL

IP INSTITUTE OF PETROLEUM (LONDON)

IPC INSTITUTE OF PRINTED CIRCUITS

IPCEA INSULATED POWER CABLE ENGINEERS

ASSOCIATION

ISA INSTRUMENT SOCIETY OF AMERICA

ISO INTERNATIONAL ORGANIZATION FOR

STANDARDIZATION

ITE INSTITUTE OF TRAFFIC ENGINEERS

MBMA METAL BUILDING MANUFACTURER'S

ASSOCIATION

MFMA MAPLE FLOORING MANUFACTURER'S

ASSOCIATION

MIL MILITARY SPECIFICATION

ML/SFA METAL LATH/STEEL FRAMING ASSOCIATION

MPTA MECHANICAL POWER TRANSMISSION

ASSOCIATION

MTI MARINE TESTING INSTITUTE

NAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL

METAL MANUFACTURER'S

NACE NATIONAL ASSOCIATION OF CORROSION

ENGINEERS

NBS NATIONAL BUREAU OF STANDARDS

NCCLS NATIONAL COMMITTEE FOR CLINICAL

LABORATORY STANDARDS

NEBB NATIONAL ENVIRONMENTAL BALANCING

BUREAU

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURER'S

ASSOCIATION

NESC NATIONAL ELECTRIC SAFETY CODE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NGLI NATIONAL LUBRICATING GREASE INSTITUTE

NMA NATIONAL MICROFILM ASSOCIATION

NWMA NATIONAL WOODWORK MANUFACTURERS

ASSOCIATION

OAC OREGON ADMINISTRATIVE CODE

OSHD OREGON DEPARTMENT OF TRANSPORTATION

- HIGHWAY DIVISION

OSSC OREGON STRUCTURAL SPECIALTY CODE

OSEPA OREGON STATE ENVIRONMENTAL

PROTECTION AGENCY

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

PCA PORTLAND CEMENT ASSOCIATION

PCI PRESTRESSED CONCRETE INSTITUTE

PS PRODUCT STANDARD

RCO REVISED CODE OF OREGON

RIS REDWOOD INSPECTION SERVICE

RVIA RECREATIONAL VEHICLE INDUSTRY

ASSOCIATION

RWMA RESISTANCE WELDER MANUFACTURER'S

ASSOCIATION

SAE SOCIETY OF AUTOMOTIVE ENGINEERS

SAMA SCIENTIFIC APPARATUS MAKERS

ASSOCIATION

SDI STEEL DECK INSTITUTE

SDI STEEL DOOR INSTITUTE

SIS SWEDISH STANDARDS ASSOCIATION

SJI STEEL JOIST INSTITUTE

SMA SCREEN MANUFACTURERS ASSOCIATION

SMACCNA SHEET METAL AND AIR CONDITIONING

CONTRACTORS NATIONAL ASSOCIATION

SPR SIMPLIFIED PRACTICE RECOMMENDATION

SSBC SOUTHERN STANDARD BUILDING CODE,

SOUTHERN BUILDING CODE CONGRESS

SSPC STEEL STRUCTURES PAINTING COUNCIL

SSPWC STANDARD SPECIFICATIONS FOR PUBLIC

WORKS CONSTRUCTION

TAPPI TECHNICAL ASSOCIATION OF THE PULP AND

PAPER INDUSTRY

TFI THE FERTILIZER INSTITUTE

UL UNDERWRITERS LABORATORIES, INC.

WCLIB WEST COAST LUMBER INSPECTION BUREAU

WCRSI WESTERN CONCRETE REINFORCING STEEL

INSTITUTE

WIC WOODWORK INSTITUTE OF CALIFORNIA

WRI WIRE REINFORCEMENT INSTITUTE, INC.

WWPA WESTERN WOOD PRODUCTS ASSOCIATION

B. Standard Specifications

1. Where indicated in these Contract Documents, Work shall be in accordance with the referenced sections of the Oregon Standard Specifications for Construction, 2024, prepared by the Oregon State Department of Transportation and the Oregon State Chapter of the American Public Works Association, hereinafter referred to as "Standard Specifications."

2. The Specifications of these Contract Documents shall supersede any provisions of the Standard Specifications in conflict herewith.

3. Reference to measurements and payment in the Reference Specifications do not apply to this Contract.

4. References to Engineer, department, secretary, State or other similar terms in the Standard Specifications shall mean City.

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SECTIION 01 20 00

PRICE AND PAYMENT PROCEDURES

1.01 SUMMARY

A. Section includes:

1. Application for Payment.

2. Unit Prices.

3. Maintenance and Guarantee.

4. Bid Items.

1.02 APPLICATION FOR PAYMENT

A. Content and Format: Use Schedule of Values for listing items in Application for Payment.

B. Submit updated construction schedule with each Application for Payment.

C. Payment Period: Submit at intervals as provided in Section 15 of the General Conditions.

1.03 UNIT PRICES

A. Take measurements and compute quantities. Owner will verify measurements and quantities.

B. Unit Quantities: Quantities and measurements indicated on Bid Form are for Contract purposes only. Actual quantities provided shall determine payment.

1. When actual Work requires more or fewer quantities than those quantities indicated, provide required quantities at contracted unit sum/prices.

2. When actual Work requires 25 percent or greater change in quantity than those quantities indicated, Owner or Contractor may claim a Contract Price adjustment.

C. Payment Includes: Full compensation for required labor, products, tools, equipment, plant and facilities, transportation, services and incidentals; erection, application, or installation of item of the Work; overhead and profit.

D. Certain repair items shall be measured in terms of man-hours, which are defined in Section 33 16 00, Article 3.1.B. All costs for equipment, supplies, normal rigging and associated time required, supervision, Competent Person, overhead, insurance, and profit shall be distributed within the unit price for the quantity of man-hours provided in the Bid Sheet.

E. Final payment for Work governed by unit prices will be made on basis of actual measurements and quantities accepted by Owner multiplied by unit sum/price for Work incorporated in or made necessary by the Work.

F. Measurement of Quantities:

1. Weigh Scales: Inspected, tested, and certified by County weights and measures department within past year.

2. Platform Scales: Of sufficient size and capacity to accommodate conveying vehicle.

3. Measurement by Volume: Measured by cubic dimension using mean length, width, and height or thickness.

4. Measurement by Area: Measured by square dimension using mean length and width or radius.

5. Linear Measurement: Measured by linear dimension, at item centerline or mean chord.

6. Stipulated Sum/Price Measurement: Items measured by weight, volume, area, or linear means or combination, as appropriate, as completed item or unit of the Work.

1.04 MAINTENANCE AND GUARANTEE

A. Make all repairs and replacements promptly upon receipt of written orders from Engineer.

1. If Contractor fails to make such repairs or replacements promptly, Owner reserves the right to do the Work.

2. Contractor and his surety shall be liable to Owner for the cost thereof.

B. Replacement of earth fill or backfill, where it has settled below the required finish elevations, shall be considered as a part of required repair work.

C. Repair or resurfacing of Contractor's Work which becomes necessary due to settlement shall be considered as a part of required repair work unless Contractor obtains a statement in writing from the affected private owner or public agency releasing Owner from further responsibility regarding such repair or resurfacing.

1.05 BID ITEMS

A. Bid Item 1 – Bollard and Chains

1. ‘Bollard and Chains’ refers to the cost of materials and installation of materials to complete the work shown in the designs provided. All costs for such work shall be included in this work to be performed by the Contractor.

1.02 ALTERNATE BID ITEMS

A. ADDITIVE AND DEDUCTIVE bid items shall be awarded at the sole discretion of the Owner.

1. No measurement of quantities will be made for work performed under this item.

2. Payment will be based upon percent completion of the lump sum price stated in the

Basis of Bid.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

Balfour Park Improvements

(2026) 01 25 00 - 1 SUBSTITUTION PROCEDURES

PART 1 - GENERAL

A. Section Includes:

1. Quality assurance.

2. Product options.

SECTION 01 25 00

SUBSTITUTION PROCEDURES

3. Product substitution procedures

1.02 QUALITY ASSURANCE

A. Contract is based on products and standards established in Contract Documents without consideration of proposed substitutions.

B. Products specified define standard of quality, type, function, dimension, appearance, and performance required.

C. Substitution Proposals: Permitted for specified products except where specified otherwise. Do not substitute products unless substitution has been accepted and approved in writing by Owner.

1.03 PRODUCT OPTIONS

A. See Section 01 60 00 - Product Requirements.

1.04 PRODUCT SUBSTITUTION PROCEDURES

A. See the General Conditions.

B. Substitutions may be considered when a product becomes unavailable through no fault of

Contractor.

C. Document each request with complete data, substantiating compliance of proposed substitution with Contract Documents, including:

1. Manufacturer's name and address, product, trade name, model, or catalog number, performance and test data, and reference standards.

2. Itemized point-by-point comparison of proposed substitution with specified product, listing variations in quality, performance, and other pertinent characteristics.

3. Reference to Article and Paragraph numbers in Specification Section.

4. Cost data comparing proposed substitution with specified product and amount of net change to Contract Sum.

5. Changes required in other Work.

6. Availability of maintenance service and source of replacement parts as applicable.

7. Certified test data to show compliance with performance characteristics specified.

8. Samples when applicable or requested.

9.

D. A request constitutes a representation that Bidder:

1. Has investigated proposed product and determined that it meets or exceeds quality level of specified product.

2. Will provide same warranty for substitution as for specified product.

3. Will coordinate installation of the accepted substitute and make such changes to other

Work as may be required for the Work to be complete in all respects with no additional cost to Owner.

4. Waives claims for additional costs or time extension that may subsequently become apparent.

5. Will reimburse Owner for review or redesign services associated with reapproval by authorities having jurisdiction.

(2026) 01 25 00 - 2 SUBSTITUTION PROCEDURES

E. Substitutions will not be considered when they are indicated or implied on Shop Drawing or Product Data submittals without separate written request or when acceptance will require revision to Contract Documents.

PART 2 - PRODUCTS - NOT USED

PART 3 - EXECUTION - NOT USED

(2026)

ADMINISTRATIVE

PROCEDURES 01 30 00 - 1

Milwaukie Parks Balfour Park Improvements March 2026

PART 1 GENERAL

1.01 GENERAL

SECTION 01 30 00

ADMINISTRATIVE PROCEDURES

A. Project meetings will be held to accomplish the following:

1. Coordinate the Work of the project.

2. Establish a sound working relationship between the Contractor and the Engineer.

3. Establish sound working procedures.

4. Review job progress, quality of work and approval and delivery of materials.

5. Expedite the Work to completion within the scheduled time limit.

1.02 PRECONSTRUCTION CONFERENCE

A. The Engineer will call for the preconstruction conference. The Engineer will notify all parties concerned of the time and place of the meeting.

B. The meeting will be conducted by the Engineer. To ensure completeness, uniformity and orderly procedures, an agenda for the meeting will be developed.

C. Meeting minutes will be taken by the Engineer.

1.03 WEEKLY JOB MEETINGS

A. Unless otherwise directed, weekly job meetings will be held by the Owner. Present at these meetings shall be the Contractor or his duly authorized representative, such subcontractor's representatives as may be needed, the Engineer and other interested parties, such as public utility, local government representatives and suppliers when needed.

B. The specific purpose of the weekly meetings is to coordinate the efforts of all concerned so that the project progresses without delay to "on time" completion, with the least inconvenience.

C. These meetings may be held via electronic means or in person at the discretion of the Owner.

1.04 CLOSEOUT MEETING

A. Schedule Project closeout meeting with sufficient time to prepare for requesting Substantial Completion. Preside over meeting and be responsible for minutes.

B. Attendance Required: Contractor, Construction Manager, Engineer, Owner, and others appropriate to agenda.

C. Notify Owner four days in advance of meeting date.

D. Minimum Agenda

1. Start-up of facilities and systems.

2. System demonstration and observation.

3. Contractor's inspection of Work.

4. Preparation of an initial "punch list."

5. Procedure to request City inspection to determine date of Substantial Completion.

6. Completion time for correcting deficiencies.

7. Inspections by authorities having jurisdiction.

8. Certificate of Occupancy and transfer of insurance responsibilities.

9. Partial release of retainage.

10. Final cleaning.

11. Preparation for final inspection.

12. Closeout Submittals:

a. Project Record documents.

b. Affidavits.

13. Final Application for Payment.

14. Contractor's demobilization of Site.

15. Maintenance.

ADMINISTRATIVE

PROCEDURES 01 30 00 - 2

E. Record minutes and distribute copies to participants within four days after meeting, with copies each to Engineer, City, and those affected by decisions made.

(2026) 01 33 00 - 1 SUBMITTALS

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.01 RELATED REQUIREMENTS SPECIFIED ELSEWHERE

A. Other provisions pertaining to submittals are included in the General Conditions, the Supplementary General Conditions and in the various sections of the specifications.

1.02 SUBMITTAL REQUIREMENTS

A. General

1. Wherever submittals are required in the Contract Documents, submit them to the Engineer. Electronic submittals in a word-searchable format are acceptable.

2. All submittals shall be identified by project title and number and shall include Contractor's name, date and revision date. In addition, shop drawings, product data and samples shall include names of subcontractor and supplier, applicable specification section number and Contractor's stamp, initialed or signed, certifying to re view of submittal, verification of field measurements and compliance with Contract Documents.

3. All submittals shall be accompanied by a submittal transmittal form. Equipment numbers shall be listed for items being submitted. A separate form shall be used for each specific item, class of material, equipment, and items specified in separate, discrete sections, for which the submittal is required. Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer's package or are so functionally related that expediency indicates checking or review of the group or package as a whole.

4. A unique number, sequentially assigned, shall be noted on the transmittal form accompanying each item submitted. Original submittal numbers shall have the following format: "XXX"; where "XXX" is the sequential number assigned by the Contractor. Resubmittal shall have the following format: "XXX-Y"; where "XXX" is the originally assigned submittal number and "Y" is a sequential letter assigned for resubmittals; i.e., A, B, or C being the 1st, 2nd, and 3rd resubmittals, respectively. Submittal 25B, for example, is the second resubmittal of Submittal 25.

5. Submittal Completeness: Submittals which do not have all the information required to be submitted are not acceptable and will be returned without review.

B. Shop Drawings: Submit an electronic copy of each shop drawing required by the Specifications. Show the information, dimensions, connections and other details necessary to ensure that the shop drawings accurately interpret the contract documents. Show adjoining work in such detail as required to indicate proper connections. Where adjoining connected work requires shop drawings or product data, submit such information for review at the same time so that connections can be accurately checked.

C. Product Data: Submit an electronic copy of product data re quired by the specifications. Modify product data by deleting in formation which is not applicable to the project or by marking each copy to identify pertinent products. Supplement standard in formation, if necessary, to provide product data will be adequate and further shop drawings as stated in the specifications may not be required, unless requested by the Engineer.

D. Samples:

1. Submit two (unless specific number is specified) of each sample required by the specifications. Samples shall show the quality, type, range of color, finish and texture of the material intended to be furnished for the work.

2. Samples shall become the property of the City unless specifically stated otherwise and will not be incorporated in the work.

E. Review Procedure: Unless otherwise specified, within 14 days after receipt of the submittal, the Engineer will review the submittal. The returned submittal will indicate one of the following actions:

(2026) 01 33 00 - 2 SUBMITTALS

1. If the review indicates that the material, equipment, or work method is in general conformance with the design concept and complies with the Drawings and specifications, submittal copies will be marked "NO EXCEPTION TAKEN" and given review action 1. In this event the Contractor may begin to implement the work method or incorporate the material or equipment covered by the submittal.

2. If the review indicates that limited corrections are required, copies will be marked 'NOTE MARKINGS" and given review action 2. The Contractor may begin implementing the work method or incorporating the material and equipment covered by the submittal in accordance with the noted corrections. Where submittal information will be incorporated in O&M data, a corrected copy shall be provided; otherwise no further action is required.

3. If the review reveals that the submittal is insufficient or contains incorrect data, copies will be marked "COMMENTS ATTACHED". If the comments are of a nature that can be confirmed without a resubmittal, copies will be further marked "CONFIRM" and given review action 3. If the comments require a revision and resubmittal, copies will be further marked "RESUBMIT" and given review action 4. Except at its own risk, the Contractor shall not undertake work covered by this submittal until the attached comments have been either confirmed by a separate written communication or the submittal has been revised, resubmitted and returned marked with "NO EXCEPTIONS TAKEN" or "NOTE

MARKINGS".

4. If the review indicates that the material, equipment, or work method is not in general conformance with the design concept or in compliance with the Drawings and specifications, copies of the submittal will be marked "REJECTED" and given review action 5. Except at its own risk, the Contractor shall not undertake work covered by such submittals until a new submittal is made and returned marked either "NO EXCEPTIONS TAKEN" or "NOTE MARKINGS".

F. Effects of Review of Contractor's Submittals: Review of Drawings, method of work, or information regarding materials or equipment the Contractor proposes to provide, shall not relieve the Contractor of its responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the Engineer on behalf of the City, and the Contractor shall have no claim under the Contract on account of the failure, or partial failure, of the method of work, material, or equipment so reviewed. A mark of "NO EXCEPTIONS TAKEN" or "NOTE MARKINGS" shall mean that the Engineer has no objection to the Contractor, upon the Contractor's own responsibility, using the plan or method of work proposed, or providing the materials or equipment proposed.

1.03 SCHEDULE

A. The Contractor shall provide the following schedules and submit them not later than 10 days after notice to proceed.

1.

a. The Contractor will be required to prepare and submit to the Engineer for review an overall construction schedule covering all work to be performed.

b. The schedule shall indicate the sequence of the work, the time of starting and completion of each part and the installation dates for major items.

c. The schedule shall be submitted to the Engineer for review. This schedule shall be revised and resubmitted as necessary until it is acceptable to the Engineer. Action on payment requests will be contingent upon receipt of an acceptable construction schedule.

d. The construction schedule shall include, but not be limited to the following item:

1) Mobilization Project Schedule and submittal schedule

2) Submittals Equipment, panel design, installation details, training, documentation

3) Field inspection

4) Bench and field testing

5) Field implementation by site

6) Training

(2026) 01 33 00 - 3 SUBMITTALS

7) Report on system operation

8) System documentation

9) Interim installation completion

10) Final installation completion, Operation and Availability Demonstration

11) Restoration

12) Project closeout

e. The construction schedule shall be a series of line diagram showing a step-by-step sequence of each construction activity. Construction activities proceeding simultaneously should be shown as parallel lines. Each activity shall be labeled and the estimated number of days to complete the activity shall be shown on the schedule.

f. Should the Contractor fail to meet any critical dates within the schedule, the Contractor shall immediately undertake appropriate action which shall assure an acceptable return to the approved construction schedule.

g. The Contractor will be required to accept the risk of any delays caused by the rate of progress of the work to be performed under the above contract, and that in the event the Contractor is delayed in the prosecution and completion of his work because of such conditions, he shall have no claim for damages or contract adjustment.

2. Contractor's list of Subcontractors: Establish the items of work proposed to be accomplished by subcontractors, the name and address of each proposed subcontractor and the date proposed to award each subcontract.

3. Schedule of Submittals: Establish for each item for which shop drawings, product data or samples are required, the date of submission will be made and the date approval is required for the installation to be completed in accordance with the Construction Schedule.

4. The Contractor's list of subcontractors and schedule of submittals shall be based upon the Contractor's progress schedule so that the work can progress in accordance with the approved progress schedule.

B. The Contractor shall immediately advise the Engineer of any proposed changes in his submitted schedules. If, in the opinion of the Engineer, any submitted schedule is inadequate to ensure completion of work within the time limit, or is otherwise not in accordance with the specification, or if the work is not being adequately or properly prosecuted in any respect, the Engineer shall have the right to require the Contractor to submit new schedules providing for proper and timely completion of the work.

C. During the term of this Contract, the Engineer may require any schedule to be modified so that the changes in the work of this Contract or related contracts (if any) are properly reflected in the schedule.

01 37 00 - 1 SCHEDULE OF VALUES

SECTION 01 37 00

SCHEDULE OF VALUES

A. Contractor to submit to the Owner’s Representative a Schedule of Values allocated to the various portions of the work, within 15 days after Award of Contract.

B. Upon request of the Owner’s Representative, support the values with data which will substantiate their correctness.

C. The Schedule of Values, unless objected to by the Owner’s Representative, shall be used as the basis for the Contractor's Applications for Payment.

D. Payment for work shall not be made until a schedule of values has been accepted by the Owner’s Representative.

1.02 FORM AND CONTENT OF SCHEUDLE OF VALUES

A. Identify schedule with:

1. Title of project and location.

2. Owner’s Representative and project number.

3. Name and address of Contractor.

4. Date of submission.

B. Schedule shall list the installed value of the component parts of the work in sufficient detail to serve as a basis for computing value for progress payments during construction.

C. Follow the table of contents of this project manual as the format for listing component items.

D. For each major line-item list sub values of major products or operations under the item.

E. For the various…