Attachment A Technical Specifications~11.pdf

Oregon Parks and

Recreation

Department

TECHNICAL SPECIFICATIONS

For

Mayer State Park

Boating Facility Improvements

Columbia River – RM 181

Project Number: OPRIS #31767

Contract Number: #9964

July 2023

Prepared by:

Oregon Parks and Recreation Department

Engineering Section

725 Summer Street NE, Suite C

Salem, Oregon 97301

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TABLE OF CONTENTS

PAGE

OREGON PARKS & RECREATION TECHNICAL SPECIFICATIONS

SECTION 01010 – SUMMARY OF WORK

SECTION 01019 – CONTRACT CONSIDERATIONS

SECTION 01025 – MEASUREMENT AND PAYMENT

SECTION 01028 – MODIFICATION PROCEDURES

SECTION 01062 – PERMITS

SECTION 01090 – REFERENCE STANDARDS

SECTION 01200 – SOURCE OF MATERIALS

SECTION 01300 – SUBMITTALS PROCEDURE

SECTION 01350 – PROTECTION OF CULTURAL RESOURCES

SECTION 01560 – ENVIRONMENTAL CONTROLS

SECTION 01570 – TRAFFIC CONTROL

SECTION 01730 – OPERATING AND MAINTENANCE INSTRUCTIONS

OREGON STATE MARINE BOARD (OSMB) TECHNICAL SPECIFICATIONS

SECTION 01026 – BID ITEMS

SECTION 02100 – SITEWORK

SECTION 02102 – BANK STABILIZATION

SECTION 02104 – BANK RESTORATION

SECTION 02120 – RIPRAP

SECTION 02200 – EARTHWORK

SECTION 02240 – EARTHWORK FOR VAULT TOILET

SECTION 02362 – DRIVEN STEEL PILES

SECTION 02500 – ASPHALT CONCRETE PAVING

SECTION 02660 – WATER DISTRIBUTION

SECTION 02720 – STORM DRAINAGE

SECTION 03300 – CONCRETE

SECTION 03412 – STRUCTURAL PRECAST CONCRETE PLANKS

SECTION 03900 – CAST-IN-PLACE & PRECAST CONCRETE LAUNCH RAMP TOLERANCES 106

SECTION 05000 – METALS

SECTION 05155 – ALUMINUM DOCKS INSTALLATION

SECTION 10110 – SPECIALTIES - TRAFFIC REGULATORY CONTROLS

SECTION 10430 – SIGNAGE

i

Table of Contents

Section 01010 - 1

SUMMARY OF WORK

SECTION 01010 – SUMMARY OF WORK

PART 1 – GENERAL

1.01 DESCRIPTION OF WORK

A. Requirements of the “State of Oregon General Conditions for Public Improvement

Contracts” January 2012 edition as amended by ITB 9964 Exhibit 7, Supplemental

General Conditions apply to the Technical Specifications and Plans for this Project.

B. The Work shall be as shown on the Plans and as specified herein at the following location:

1. Mayer State Park

C. Contractor shall furnish all labor, equipment, tools, supervision, materials and incidentals required to complete the Work in accordance with the Plans, Specifications and terms of the Contract. Also refer to the Contract Documents for additional requirements and information. Work includes, but is not limited to, the following:

1. Demolish existing boat ramp, docks, steel piles, vault toilet and parking lot.

2. As mitigation, remove and dispose of 30-wood derelict piles located in Salisbury

Slough.

3. Construct new boat ramp, piling, parking lot and storm water treatment swales.

4. Install Owner-supplied docks, vault toilet and signage.

D. Specific items furnished by Owner:

1. CXT Vault Toilet

2. Docks

3. Signs

E. Project is for the Oregon Parks and Recreation Department, herein referred to as Owner.

F. The Owner’s Authorized Representative, herein referred to as Project Manager is:

Darrell Monk, Senior Project Manager

Oregon Parks & Recreation Department

725 Summer St NE, Ste. C

Salem, OR 97301

(503) 298-1879 darrell.monk@oprd.oregon.gov

G. The Engineer of Record (Engineer) is:

Joshua B. Tacchini, P.E.

Boating Facilities Engineer

Oregon State Marine Board

435 Commercial Street NE

P.O. Box 14145 Salem, OR

Salem, OR 97309-5065

(503) 910-6424 mailto:darrell.monk@oprd.oregon.gov

Section 01010 - 2 josh.tacchini@boat.oregon.gov

1.02 CONSTRUCTION STAKEOUT AND LAYOUT

A. The Plans provide reference points for the Contractor’s stakeout of the construction work.

The reference points are in the form of reference elevation and coordinates from existing survey control points, as shown on the plans. The Contractor will be solely responsible for laying out the work from coordinate point stakeout control shown on the plans, and the Owner will provide no additional stakeout. A Professional Land Surveyor (PLS) licensed in the State of Oregon shall perform all layouts.

B. A PLS will also be required to layout and verify the construction of the launch ramp.

Inspections/verification shall be required at the following times:

1. Installation of the precast plank rail system to verify location, elevations grades, and uniform slope of the rail system based on the provided design information in the ramp layout.

2. Installation of the precast planks to verify location, elevation, and uniform slopes of the precast portion of the ramp based on the provided design information in the ramp layout.

3. Construction of the forms for the cast-in-place concrete ramp to verify location, elevations, vertical curve, and slopes based on provided design information.

C. Contractor is responsible for properly laying out the Work and for lines and measurements for the Work. Contractor to verify the figures shown on the Plans before any construction takes place or products are ordered. Report errors or inaccuracies to the

Project Manager for resolution before commencing Work. Submit as-built plans after completion of the Project to record any changes that took place in accordance with

Section 01300.

1.03 PROJECT RECORD DRAWINGS

A. Maintain at the site one complete set of full-sized original prints for recording installed conditions (As-Builts). Keep record drawings (As-Builts) clean, undamaged and up to date as Work progresses. Accurately indicate all deviations, additions and omissions from the original drawings in red ink.

B. The purpose of these record drawings is to provide the Project Manager with an easy to read, complete record of the installation so that at the end of the Project the Project

Manager can revise the original Contract Plans to represent the actual installation. Color-coded and highlighted notes shall be used if these would make the record drawings easier to read.

C. At the completion of the Work, Contractor shall furnish the Project Manager this original set of marked-up drawings. Final payment to the Contractor will not be authorized until these drawings have been submitted to and accepted by the Project Manager.

1.04 OWNER OCCUPANCY

mailto:josh.tacchini@boat.oregon.gov

Section 01010 - 3

SUMMARY OF WORK

A. The Owner will not close any areas of the Park except the area under construction and temporary closures as approved in advance by the Project Manager for approved limited durations.

B. Coordinate all Work with Project Manager to minimize conflict and to facilitate on-going use and operation of the Park.

C. The Owner and Owner’s other contractors and consultants may be on-site performing other work elsewhere on-site during construction. Coordinate fully with separate contractors so that work under other contracts may be carried out smoothly, without interfering with or delaying Work of this Contract.

1.05 CONTRACTOR USE OF SITE AND PREMISES

A. Construction Operations: Limited to construction areas around the Project site.

B. Contractor shall at all times conduct their operations to ensure the greatest public safety and least inconvenience to the public and adjacent land owners.

C. Contractor shall receive approval from the Project Manager as to the staging and stockpiling of the equipment and materials used on the Project.

D. Storage of material onsite is at Contractor’s own risk.

E. Hauling Restrictions: Comply with all legal load restrictions in the hauling of material.

Load restrictions shall meet state load restrictions.

F. Parking: Contractor and Subcontractors shall park at approved locations, and as directed by the Project Manager.

1.06 CONSTRUCTION SCHEDULE

A. Refer to the Contract for construction schedule Substantial and Final Completion dates.

B. Contractor shall not begin any on-site Work of this Project before required permits have been obtained, a proposed construction schedule is submitted, along with required submittals in accordance with Section 01300, and the Project Manager has given written approval of the submittals and construction schedule provided by the Contractor.

1.07 SPECIFICATION LANGUAGE

A. Portions of the Specifications are written in imperative and streamlined form. This imperative language is directed to the Contractor, unless specifically noted otherwise.

1. The words “shall be” shall be included by inference where a colon (:) is used within sentences or phrases. Example: Aggregate: ASTM C33. Singular words will be interpreted as plural and plural words shall be interpreted as singular where applicable and where full context of the Contract Documents so indicates.

2. The word provide or furnish means “furnish and install”.

1.08 PROJECT IDENTIFICATION SIGN

Section 01010 - 4

A. The Project identification sign, if used, will be provided by the Owner.

1.09 CUTTING

A. Perform or arrange and pay for required cutting of asphalt, concrete, masonry, wood, structural framing, etc. and obtain approval from the Project Manager prior to cutting.

B. Cutting or channeling of underpinning or structural members shall not be permitted without prior permission of the Project Manager and Engineer.

C. No weakening of structural parts is permitted and the Contractor will pay for and correct any Work impaired.

1.10 PATCHING

A. Where trenching is done through existing paving, walks, curbs, etc. (with prior approval from the Project Manager), the Contractor is responsible to patch and repair these structures to original condition.

B. Patch all openings in and through concrete and masonry with dry pack.

C. In new Work, patch and refinish all damaged finished surfaces that are a result of the

Contractor’s activities to match the adjacent surface as approved by the Project Manager.

END OF SECTION

Section 01019 - 5

CONTRACT CONSIDERATIONS

SECTION 01019 – CONTRACT CONSIDERATIONS

1.01 SPECIAL PROJECT REQUIREMENTS

A. While portions of the Park are closed for construction, areas surrounding the construction site and driveways, parking lots and walkways in the area shall be open to the public from start of construction until the completion date. The Contractor shall coordinate with the Project Manager to provide both access and public safety during construction.

Devices required to provide for public safety during construction shall be provided and installed by the Contractor at the expense of the Contractor. If required safety devices are not installed, Work shall not be allowed to commence until such devices are installed.

The Contract Time will not be extended based on working Days lost due to the non-compliance of safety devices.

B. Contact the Owner a minimum of 30 days in advance, to schedule closure of boat ramp to the public during the construction period.

C. Construction operations shall be restricted to normal daily operating hours and the normal

Open/Close schedule of the Park but not outside the hours of 7AM – 5PM, Monday –

Friday unless otherwise arranged and approved in writing by the Project Manager.

D. No Work shall be performed on any legal holiday or weekends without prior written approval from the Project Manager.

E. If special circumstances or emergency conditions require Work beyond the hours as specified, the Contractor shall:

1. Notify the Project Manager 72 hours in advance of any proposed extended work hours for preauthorization. The Contractor’s written request shall specify the

Work to be performed and the circumstances that warrant the request. The request shall include any additional measures to mitigate noise generated by this construction activity, if deemed necessary by the Project Manager.

2. If an emergency situation occurs that warrants extended hours, the Contractor shall notify the Project Manager immediately upon determining the need for this

Work.

F. Contractor shall notify the Project Manager in advance when Contractor, Subcontractor or any employees of such shall be on Park property.

G. Comply fully with manufacturer’s instructions and recommendations. Should manufacturer’s instructions conflict with Contract Documents, request clarification from

Project Manager before proceeding.

H. Contractor shall furnish all planning, investigation, material, equipment, labor and permits to complete the Work in accordance with the Plans, Specifications and terms of this Contract, except as specified otherwise herein.

Section 01019 - 6

CONTRACT CONSIDERATIONS

I. All changes to normal traffic patterns must be clearly explained in the Traffic Control

Plan and approved by the Project Manager.

J. For paving projects, Contractor shall stay on roadway surfaces at all times. No staging of equipment or storage of materials shall be allowed off the existing roadway surface.

1.02 EXISTING UTILITIES

A. In general, the locations of existing utilities, whether above ground or underground or under the roof, are to be determined as needed by the Contractor. Work in some cases must be done in close proximity to said utilities and live electrical service lines, pipes, drains, and structures not shown, which may require a change in operations, cost and time.

B. Utilities damaged by Contractor’s activities shall be reestablished, to the satisfaction of the Project Manager. If the Contractor fails to repair the damaged utility, costs for repairing the utility shall be deducted from final payment.

C. Comply with Oregon Administrative Rules Division 952, Relating to Abandoned

Underground Facilities. An “Abandoned Facility” means an underground facility that is no longer in service and is physically disconnected from the operating facility that is in service. In addition to notification requirements of this rule, notify Project Manager of any Abandoned Underground Facilities which are discovered during the course of the

Project.

1.03 PROGRESS CLEANING

A. Maintain areas free of waste materials, debris, and rubbish at all times. Maintain site in a clean and orderly condition. Provide legal debris disposal (or recycle waste materials if feasible) off-site for all debris generated while working on this Project.

B. Remove debris and rubbish from pipe chases and other closed or remote spaces on a daily basis.

C. Remove waste materials, debris and rubbish from the site immediately upon such materials becoming unfit for use in the Work. In the event this material is not removed, Project Manager will give one notification in writing as to the removal of such waste materials, debris and rubbish. If the Contractor does not clean up the waste materials, debris and rubbish within 24 hours as directed by the Project Manager, the Project

Manager reserves the right, but does not have the duty, to have the material removed and the expense shall be deducted from payment to the Contractor. This debris shall be removed at the end of each workday.

D. Provide legal debris disposal off-site for all debris generated while working on this

Project.

1.04 TEMPORARY UTILITIES

A. Connections to existing utilities (electric, water, sewer, telephone service) may be allowed as approved by the Project Manager. Contractor to make arrangements for connections. Contractor to pay for cost of connection and use. Exercise measures to conserve energy and water.

Section 01019 - 7

B. Provide toilet and wash-up facilities for the work force at the site. Comply with applicable laws, ordinances and regulations pertaining to public health and sanitation.

PART 2 – MATERIALS (Not Applicable)

PART 3 – EXECUTION (Not Applicable)

Section 01019 - 8

Section 01025 - 9

MEASUREMENT AND PAYMENT

SECTION 01025 – MEASUREMENT AND PAYMENT

1.01 DESCRIPTION

A. All Payments shall be as provided in the State of Oregon General Conditions for Public

Improvement Contracts. References to other documents in the Plans and in the

Specifications, such as ODOT and ODOT/APWA are not intended to include references to measurement and payment that may exist in those other documents. Specific

Measurements for Work Items are detailed in this Specification Section 01025.

B. If no Item exists for a portion of the Work, include the costs in a related Item.

C. No separate payment will be made for any item that is not specifically set forth in the

Solicitation, and all costs therefore shall be included in the prices named in the

Solicitation for the various appurtenant items of Work.

D. Quantities listed in the Contract Document do not govern final payment. Payments to the

Contractor will be made only for actual quantities of Contract items performed in accordance with terms of the Contract and for items of Work actually performed under

Change Orders.

E. Indirect costs, such as supervision and overhead, profit, and the General Conditions specified in the Contract, all shall be allocated to each item as applicable for Work defined in the item. No separate payment will be made to the Contractor for these items.

F. Payments shall include full compensation for all labor, equipment, and materials necessary to perform the specified Work.

G. Partial payments to be made under the Contract shall be based on the percent of Work complete as approved by the Project Manager according to the State of Oregon General

Conditions for Public Improvement Contracts.

1.02 BID ITEMS, MEASUREMENT AND PAYMENT

(NOTE: Payment shall include full compensation for all labor, equipment, materials and incidentals needed to accomplish the Work as shown and described in the Contract Documents.)

A. BID ITEMS

1. For all Bid Items, reference the “Oregon State Marine Board Technical

Specifications” Section 01026 – Bid Items.

Section 01028 - 10

MODIFICATION PROCEDURES

SECTION 01028 – MODIFICATION PROCEDURES

1.01 SUMMARY

A. Section includes the administrative requirements for Requests for Information (“RFI”) and

Proposal Requests (“PR”).

B. Prior to execution of a Change Order (“CO”), the following documents shall be submitted as indicated.

1.02 REQUEST FOR INFORMATION

A. General:

1. RFI's are requests for information originated, prepared and submitted by the

Contractor to the Project Manager only when the Contractor is unable to determine from the Contract Documents, the material, process, system or Work to be installed. Endeavor to keep the number of RFI’s to a minimum. For critical or emergency items, contact Project Manager at once.

2. If Project Manager clarification results in additional cost or time, do not proceed with the Work indicated by the RFI until the Project Manager provides an approved copy of the RFI or until a PR is fully-executed. A CO will be processed to include this type of change.

3. Submit RFI’s on form provided by Project Manager.

4. Number RFI's sequentially; include date submitted.

5. Identify Project, pertinent Plan sheet, detail number, and Specification Section.

6. Specifically identify time response information as required to avoid impact on construction schedule or cost. Project Manager will endeavor to respond to proper RFI’s within 7-Days, if possible.

B. RFI’s shall include written and graphic solutions proposed by Contractor. Project Manager will determine if Contractor’s proposal is in accordance with Contract Documents and design intent of Project.

1. Contractor's failure to make a reasonable effort to propose realistic solution may result in RFI's being returned with no action.

2. RFI's that request information that is clearly shown in the Contract Documents will be considered frivolous/improper and will be returned with no action.

C. Maintain current and accurate RFI Log.

Section 01028 - 11

1.03 PROPOSAL REQUEST

1. Provide quotations for extra Work or changes in Work when requested by the Project

Manager, on a PR form to be provided by the Project Manager.

2. Provide a detailed itemization of the costs to the degree necessary for evaluation by the

Project Manager. Indicate if a change to the Contract Period is warranted.

B. Maintain current and accurate Proposal Request log.

C. Issuance of a PR is not an authorization to proceed with extra or changed Work until fully executed by Owner and Contractor. Do not proceed with the Work indicated in the PR until the Project Manager provides a fully-executed copy. A CO will be processed to include approved Proposal Requests.

PART 2 – MATERIALS (not applicable)

PART 3 – EXECUTION (not applicable)

Section 01028 - 12

Section 01062 - 13

PERMITS

SECTION 01062 – PERMITS

A. The Contractor shall be responsible to abide by permitting requirements as stated in the State of Oregon General Conditions for Public Improvement Contracts, including those permits specifically described in 1.02.

1.02 PERMITS

A. See Supplemental General Conditions for Public Improvement Contract “Exhibit 7” for supplemental or additional permit requirements.

B. The Owner has obtained the following Permits:

a. US Army Corps of Engineers (COE) Permit Number - #NWP-2020-436

b. Oregon Department of State Lands (DSL) Permit Number - #APP0062966

c. Wasco County Permit Number - #921‐21‐000001‐PLNG

d. Oregon Department of Environmental Quality (DEQ) Permit Number - #2020-

C. Contractor shall furnish and pay for all other required permits.

1.02 IN-WATER WORK PERIOD

A. The Project has in-water work constraints established by the Oregon Department of Fish

& Wildlife (ODFW). All work conducted below the Ordinary High Water at this site is restricted to the in-water work period, November 15 through March 15 of each year.

Contractor must perform and complete all in-water work during the in-water work period.

PART 2 – MATERIALS (not applicable)

PART 3 – EXECUTION (not applicable)

Section 01090 - 14

REFERENCE STANDARDS

SECTION 01090 – REFERENCE STANDARDS

1.01 REFERENCED STANDARDS:

All Work shall conform to the issue of following referenced standards which is current on the

Contract Effective Date. Whenever the following abbreviations are used in these Contract

Documents, they are to be construed the same as follows:

AA Aluminum Association

AASHTO American Association of State Highway and Transportation Officials

ACI American Concrete Institute

ACM American Construction Manual

AISC American Institute of Steel Construction

ANSI American National Standards Institute

APA American Plywood Association

APWA American Public Works Association

ASHRAE American Society of Heating, Refrigerating and Air-Conditioning

Engineers

ASTM American Society for Testing and Materials

AWPA American Wood Preservers' Association

AWS American Welding Society

AWWA American Water Works Association

CRSI Concrete Reinforcing Steel Institute

FM Factory Mutual FS Federal Specifications (“FS”)

ICEA. Insulated Cable Engineers Association

IEEE Institute of Electrical and Electronic Engineers

JIC Joint Industrial Council

MIL Military Standards

NEC National Electric Code (Oregon Amended) NECA National Electrical Contractors Association NEMA National Electrical Manufacturers Association

NESC National Electrical Safety Code NFPA National Fire Protection Association ODOT Oregon Standard Specifications for Highway Construction by the Oregon

Department of Transportation

ODOT/APWA Oregon Standard Specifications for Construction by the Oregon

Department of Transportation and Oregon Chapter of APWA

OSSC Oregon Structural Specialty Code

OSHA Occupational Safety and Health Administration

QPL Qualified Products Listing by the Oregon Department of Transportation, Materials and Research Section

PCI MNL Pre-stressed Concrete Institute

SAMA. Scientific Apparatus Manufactures Association

SMACNA Sheet Metal and Air Conditioning Contractors' National Association

UBC Uniform Building Code State of Oregon, Structural Specialty Code

Amended UFC Uniform Fire Code with State and Local Amendments

UL Underwriters Laboratories

UPC Uniform Plumbing Code State of Oregon, Plumbing Specialty Code

WCLIB West Coast Lumber Inspection Bureau

Section 01090 - 15

REFERENCE STANDARDS

Section 01200 - 16

SOURCE OF MATERIALS

SECTION 01200 – SOURCE OF MATERIALS

A. This section specifies material sources to comply with Federal Requirements.

1.03 BUY AMERICA

A. Infrastructure Investment and Jobs Act (IIJA), which includes the Build America, Buy

America Act (BABA) was signed into law November 15, 2021. All projects with Federal funding shall comply with BABA and IIJA.

1. Applicable Laws:

a. Public Law 117-58, div G §§70901‐52

b. 2 CFR 200.322

1.04 IRON AND STEEL

A. All iron and steel used in the project shall be produced in the United States.

B. All iron or steel manufacturing processes, including, without limitation, the casting of ingots, for iron or steel Materials permanently incorporated into the Project shall occur in the United States.

1.05 MANUFACTURED PRODUCTS

A. Manufactured products used in the project shall be produced in the United States.

B. Produced in the United States means; the cost of the components of the manufactured product that are mined, produced, or manufactured in the United States is greater than 55-percent of the total cost of all components of the manufactured product.

1. Defined: An article, material, or supply that is or consists primarily of nonferrous metals, plastic, and polymer‐based products (including polyvinylchloride, composite building materials, and polymers used in fiber optic cables), glass (including optic glass), lumber or drywall. Construction Materials do not include items of primarily iron or steel; manufactured products; cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives.

1.06 CONSTRUCTION MATERIALS

A. All manufacturing processes for the construction material shall occur in the United

States.

B. Shall not include cement and cementitious materials, aggregates such as stone, sand, or gravel, or aggregate binding agents or additives.

1.07 WAIVER

Section 01200 - 17

SOURCE OF MATERIALS

A. If the material, manufactured product, or construction material is not available domestically as described by the applicable laws, a waiver may be requested. The waiver shall be requested by the OSMB through the Federal funding partner with information provided by the Contractor or Owner.

B. The head of a Federal agency that applies a domestic content procurement preference under this section may waive the application of that preference in any case in which the head of the Federal agency finds that:

1. Applying the domestic content procurement preference would be inconsistent with the public interest.

2. Types of iron, steel, manufactured products, or construction materials are not produced in the United States in sufficient and reasonably available quantities or of a satisfactory quality.

3. The inclusion of iron, steel, manufactured products, or construction materials produced in the United States will increase the cost of the overall project by more than 25 percent.

C. Waivers must be requested of the Federal Funding Agency:

1. In writing.

2. Posted publicly for 15-days.

3. If approved, published in the Federal Register.

1.08 APPROVED FEDERAL WAIVERS

A. The Department of the Interior (DOI) has obtained a General Applicability Waiver for De

Minimus Purchases, issued February 21, 2023, and is valid through February 20, 2028.

This is a waiver for otherwise covered infrastructure project purchases, totaling up to 5-percent of the total applicable project costs1, up to a maximum of $1,000,000.00.

1 Applicable project costs are defined as material costs subject to the Buy America preference.

PART 2 – PRODUCTS (not applicable)

PART 3 – EXECUTION

3.01 REQUIREMENTS

A. The Contractor shall provide a certification statement with their Bid stating:

1. All iron, steel, manufactured products, and construction materials used in this project will conform with requirements outlined by the Infrastructure Investment and Jobs Act (IIJA), which includes the Build America, Buy America Act.

(BABA).

Section 01200 - 18

SOURCE OF MATERIALS

B. All iron or steel manufacturing processes, including, without limitation, the casting of ingots, for iron or steel Materials permanently incorporated into the Project shall occur in the United States.

C. The Contractor shall provide the Engineer with a Certificate of Materials Origin, on a form furnished by the Engineer, before incorporating any iron, steel, manufactured products, or construction materials into the Project. Unless a Certificate of Materials

Origin has been provided to the Engineer, the Materials shall be considered of foreign origin and shall not be incorporated into the Work or eligible for any payments.

D. The Contractor shall retain manufacturers' certificates verifying the origin of all domestic iron or steel Materials for 3 years after the date of final payment for the Project and shall furnish copies to the Engineer upon request.

E. The Contractor shall provide a certification statement prior to final acceptance stating:

1. All iron, steel, manufactured products, and construction materials used in this project conform with requirements outlined by the Infrastructure Investment and

Jobs Act (IIJA), which includes the Build America, Buy America Act (BABA).

F. Waiver requests shall be made in writing at least 45 days prior to permanent incorporation into the project.

G. The Contractor shall include this provision in all subcontracts.

Section 01200 - 19

SOURCE OF MATERIALS

Section 01300 - 20

SUBMITTALS PROCEDURE

SECTION 01300 – SUBMITTALS PROCEDURE

A. This section specifies procedures for the technical submittals required in the Plans and

Specifications.

NOTE:

1. The Contractor is responsible for making technical submittals as called for in the

Plans and individual Specification Sections. The Contractor shall develop a submittal list within 14 Days after being issued the Notice To Proceed for Owner to review and approve. Contractor shall modify the submittal list as requested by

Owner until approved.

2. During construction, if the Contractor installs products or materials which are not in conformance with the Plans and Specifications, that are not approved by the

Owner through the submittal process, the Contractor will be required to remove such products or materials and replace with the specified product or material at no additional cost to the Owner.

B. Submittals shall contain information that will enable the Project Manager to assess whether the Contractor’s proposed materials, equipment or methods of work are in general conformance to the design intent and in compliance with the Plans and Specifications. The information may consist of drawings, specifications, descriptive data, certificates, samples, test results and/or other information, as required in the individual Specification Sections and Plans.

1.02 CONTRACTOR RESPONSIBILITIES

A. Prior to submittal transmittal to the Project Manager,

1. Ensure the accuracy and completeness of the information contained in each submittal and that the material, equipment or method of work is as described in the submittal.

2. Ensure information is legible by the Owner. Faxed submittals are NOT acceptable.

3. Ensure that the information is transmitted and approved by Owner and as follows:

a. Prior to purchasing/leasing/ordering/installing

b. Early enough to allow a 7-day review period by the Owner, and to meet the construction schedule.

4. Verify the material and equipment described in each submittal conforms to the requirements of the Specifications and Plans.

Section 01300 - 21

5. Ensure there is no conflict with other submittals.

6. Notify the Project Manager in each case where such submittal may affect the

Work of another contractor or Owner.

B. Substitutions may be considered provided they are submitted within the time period allowed in the ITB and the substitution complies with the Specifications herein. Obtain written approval from the Project Manager, prior to bidding, by submitting the Substitution

Request Form to the Project Manager (located at the end of this section).

C. Refer to the ITB and State of Oregon General Conditions for additional information regarding submittals and substitutions.

PART 2 – PRODUCTS (not applicable)

3.01 TRANSMITTAL PROCEDURE

1. For each required submittal, submit two (2) copies of all required information not less than fourteen (14) Days prior to purchase or installation. One copy will be returned to the Contractor. Individual sheets shall not exceed 11 inches x 17 inches.

2. Submittals may also be submitted electronically via email with PDF attachments.

3. Use a Submittal/Transmittal Form for material and equipment submittals. Use a separate form for items specified in separate, discrete sections for which the submittal is required. Use a single form for submittals for various items when the items taken together constitute a manufacturer’s package, or are related such that expediency indicates review of the package as a whole.

4. Note the unique sequentially assigned number that will accompany each item submitted, on the transmittal form. Original submittal numbers shall have the format: “XXX”; where “XXX” is the sequential number assigned by the

Contractor. Resubmittals shall have the 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.

B. Deviation from Contract: Submit a request for substitution for deviations from the

Specifications or Plans. Include the reason for the deviation and cost differential for the deviation. Deviations from the Contract shall be authorized by Change Order only.

C. Submittal Completeness: submittals that do not have all the information required to be submitted are not acceptable and will be returned without review.

D. Project Manager reserves the right to ask for submittals not referenced in this document.

Section 01300 - 22

3.02 REVIEW PROCEDURE

A. The Project Manager will review the submittal and return it to the Contractor. The returned material will consist of one (1) marked-up copy of the submittal. The returned submittal will indicate one of the following actions:

1. If the review indicates the material, equipment or work method is in general conformance with the Plans/Specifications, the submittal copies shall be marked

“Approved.” In this event, the Contractor may begin to incorporate the material/equipment/work method covered in the submittal.

2. If the review indicates the submittal is insufficient or that limited corrections are required, the submittal copies may be marked “Approved as Noted.” The

Contractor may begin to implement the work method or incorporate materials/comments covered in the submittal in accordance with the corrections/comments noted.

3. If the review reveals the submittal is insufficient or contains incorrect data and the comments require revision and resubmittal, the submittal copies shall be marked “Not Approved, Resubmit.” In this case, the Contractor shall not undertake Work covered by this submittal until the submittal has been revised, resubmitted and returned to the Contractor with a marking of “Approved” or

“Approved as Noted.”

4. If the review reveals the material, equipment, or Work does not require submittal, then the submitted copies shall be marked “Review Not Required Per Contract

Documents.” In this event, the Contractor may begin to incorporate the material/equipment/Work covered by the submittal and no further action is required.

3.03 EFFECT OF REVIEW OF CONTRACTOR’S SUBMITTALS

A. Submittal review of what the Contractor proposes to provide shall not relieve the Contractor of his responsibility for errors therein, nor shall it be regarded as an assumption of risks or liability by the Owner, or by any officer or employee of the Owner. 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 “Approved” or “Approved as Noted” shall mean the Project Manager 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.

Section 01300 - 23

SUBMITTALS PROCEDURE

SUBSTITUTION REQUEST FORM

TO _________________________________________________________________________________

PROJECT ___________________________________________________________________________

We hereby submit for your consideration the following product instead of the specified item for the above

Project

Section _________________ Paragraph ____________________ Specified Item ___________________

Proposed Substitution:

Attach complete technical data, including laboratory tests, if applicable. Include complete information on changes to Plans and Specifications that proposed substitution will require for proper installation. Fill in

Blanks Below:

A. Does the substitution affect dimensions shown on Plans? Yes ____ No ____. If yes, clearly indicate changes.

B. Will the undersigned pay for changes to the building design, including architectural, engineering and detailing costs caused by the requested substitution? Yes ____ No ____.

C. What effect does substitution have on other trades?

D. What effect does substitution have on construction schedule?

E. Differences between proposed substitution and specified item?

F. Manufacturer's guarantees of the proposed and specified items are:

______ Same _______ Different (explain on attachment)

The undersigned states that the function, appearance and quality are equivalent or superior to the specified item.

Submitted by:

Signature________________________________Title_________________________________________

Firm______________________________, By____________________________ Date_______________

Telephone_____________________________ E-mail:________________________________________

___ ACCEPTED, ___ NOT ACCEPTED, ___ RECEIVED TOO LATE

01350-24

PROTECTION OF CULTURAL RESOURCES

SECTION 01350 – PROTECTION OF CULTURAL RESOURCES

A. This section details the requirements for protecting cultural resources.

1.02 DEFINITIONS

A. Cultural Resources: Includes both archaeological (at or below-ground) and historical (at or above-ground) sites, features and artifacts.

B. High Probability Areas: Areas that contain potentially significant cultural resources as determined by the Owner.

C. Low Probability Areas: Areas that have a low likelihood of containing potentially significant cultural resources as determined by the Owner.

D. Archaeological Monitor: Representative of the Owner designated to record and collect archaeological resources for compliance with Agency regulations to protect archaeological resources.

E. Tribal Monitor: Designated cultural resource representative from the federally-recognized tribes in Oregon, who may contact the Owner to be notified and present onsite when a specific Work task occurs.

1.03 REFERENCES

A. OREGON REVISED STATUTE ORS 97.740

B. Oregon Revised Statute ORS 358.905

C. Oregon Revised Statute ORS 390.235

1.04 SUBMITTALS

A. As specified in Section 01300.

B. At least two weeks before start of ground-disturbing or other types of construction Work, submit for approval a Work Plan, detailing construction Work in High Probability Areas.

Key schedule to Plans and include the following information:

1. Start and end dates of the Work.

2. Locations and types of temporary facilities, such as barriers, field offices, staging areas, sanitary facilities, borrow pits, and haul and access roads.

3. Types of Work, such as clearing, topsoil stripping, earthwork, structure or trench excavation, demolition, building construction, landscaping, and post construction clean-up, etc.

01350-25

PROTECTION OF CULTURAL RESOURCES

4. Methods and equipment used for each type of construction.

5. Plan for relocating Work in the event of temporary Work stoppages at each High

Probability Area.

1.05 QUALITY ASSURANCE

A. At least one week before on-site Work begins, Contractor shall meet with Owner’s

Project Manager, Park Manager and Archeological Monitor to discuss the Work Plan and equipment and special methods to be used in High Probability Areas. Contractor shall ensure that approved Work Plan is followed throughout the Project.

PART 2 - MATERIALS (Not Used)

3.01 TEMPORARY FACILITIES

A. Furnish and install/construct temporary facilities per approved Work Plan.

3.02 OBSERVATION

A. Archeological Monitor will observe all ground-disturbing Work, including construction of temporary facilities, at all High Probability Areas, from a safe location mutually agreed on by Contractor and Archaeological Monitor. As new ground is broken, Archaeological Monitor will examine excavated materials, using construction layout centerline and perimeter staking as a reference point to record locations of findings.

3.03 DISCOVERY OF RESOURCES

A. If potential cultural resources are discovered, immediate relocation of the Work to a non-sensitive area may be required.

B. If potential cultural resources are discovered while Archeological Monitor is absent, stop

Work immediately and report the discovery to the Park Manager and Owner’s Project

Manager.

C. If potential cultural resources are discovered during the Work, the following procedures will be instituted:

1. Project Manager will issue a verbal Work suspension directing the Contractor to cease all construction operations at the location of a potential cultural resources discovery. Project Manager will contact a qualified archaeologist to evaluate the significance of the find. A written Work Suspension Order will be issued within twenty-four hours of the verbal Work Suspension Order.

2. Such Work suspension will be effective until such time as the qualified archaeologist can evaluate the potential cultural resources for their significance and make recommendations to the State Historic Preservation Officer. Any

Work suspension direction will contain the following:

01350-26

PROTECTION OF CULTURAL RESOURCES

a) A clear description of the Work to be suspended including the physical location and limits of the area in which Work is to be suspended.

b) Any instructions regarding issuance of further orders by the Contractor for material services.

c) Specific direction to the Contractor to minimize the Work suspension costs (i.e., Work elsewhere while archaeologist is evaluating find).

d) Estimated duration of the temporary suspension.

3. If the archaeologist determines the cultural resource is eligible to be nominated to the National Register of Historic Places, Project Manager may extend the duration of the Work Suspension Order in writing.

4. Equitable adjustment of the construction Contract time will be made for temporarily suspended Work in accordance with the General Conditions.

3.04 WORK STOPPAGE

A. Contractor shall plan, schedule, and execute the Work to prevent stoppages at one area from stopping all Work at the construction site.

3.05 FINES

A. Contractor shall be responsible for all fines incurred from non-compliance with regulations of governing authorities.

01350-27

PROTECTION OF CULTURAL RESOURCES

Section 01560 - 28

ENVIRONMENTAL CONTROLS

SECTION 01560 – ENVIRONMENTAL CONTROLS

A. This section specifies environmental mitigation, applicable state and federal fire regulations and temporary environmental controls required to be maintained during construction. Nothing in this section shall relieve Contractor from the obligation to comply with the regulations or permits of any federal, state, or local authority.

B. This section specifies that the Contractor and all Subcontractors follow conservation and recycling practices to the extent practicable.

PART 2 – MATERIALS

2.01 PLANS

A. Develop and maintain for the duration of the Contract an Erosion Control Plan (“ECP”) that will effectively incorporate and implement environmental protection precautions and as follows:

1. The ECP shall include methods and interim facilities to be constructed and/or used concurrently during construction to control erosion in such a manner as to ensure that sediment and sediment-laden water does not enter any drainage system, roadways, or violate applicable water quality standards.

2. The ECP shall be in strict conformance with the requirements of the permits.

Visible or measurable erosion which enters, or is likely to enter, a public storm and surface water system, wetland or stream is prohibited.

3. The ECP shall include the name of the Contractor’s employee authorized to supervise and enforce compliance with the ECP and telephone number(s) to contact that person at any time.

B. The ECP shall be submitted at least two (2) weeks prior to initiating clearing activities.

C. In the event a regulatory agency or jurisdiction determines the ECP to be inadequate to protect the environment:

1. The Contractor shall immediately stop the affected Work in progress until adequate environmental protection measures are implemented.

2. The Contractor shall modify the ECP to meet the requirements of said regulatory agencies or jurisdictions and provide the Project Manager with the revisions to the ECP within five (5) Days of the notice of deficiency.

2.02 EROSION CONTROL

Section 01560 - 29

ENVIRONMENTAL CONTROLS

A. Soil disturbance shall be minimized to the extent practical, consistent with Project objectives.

B. Only certified weed-free straw, erosion control mats, or other weed-free mulch and weed free erosion control materials shall be used.

C. Temporary Sediment Fences

1. Synthetic filter fabric shall contain ultraviolet ray inhibitors and stabilizers.

2. Filter fabric fence shall have manufactured stitched loops for 2”x2” post installation. Stitched loops shall be installed on the up-hill side of the sloped area, with posts spaced a maximum of 6 feet apart.

3. Where practical, the filter fabric shall be purchased in a continuous roll to the length required to avoid the use of joints.

4. The physical integrity of all materials shall be sufficient to meet the requirements of their intended use and withstand normal wear and tear.

D. Floating Silt Curtain (aka Turbidity Curtain)

1. Provide, install, and maintain an in-water siltation curtain around the perimeter of all work occurring below the waterline at the time of construction, for the duration of the project, as shown on the plans.

2. The Contractor shall provide a commercially available silt curtain. Floating silt curtains are available from:

a) Boom Environ. Products, New Bedford, MA (800) 770-BOOM

b) Parker Systems, Inc, Chesapeake, VA, (866) 472-7537

c) Elastec/American Marine, Carmi, IL, (618) 382-2525

d) Nilex Geosynthetics, Denver, CO, (800) 537-4241

e) Aer-Flo, Inc., Bradenton, FL, (800) 823-7356

f) Layfield Plastics, Bellingham, WA, (800) 796-6868.

3. The silt curtain material shall be brightly colored to enhance visibility in such a manner that it will attract the attention of nearby boaters. Alternately, the silt curtain may be marked with brightly colored buoys to provide visibility.

4. Buoyancy provided by the flotation units shall be sufficient to support the weight of the curtain and associated load lines. Said floatation must also maintain enough freeboard to prevent water overtopping.

5. Load lines must be fabricated into the bottom and top of the fabric. The supplemental (bottom) load line shall consist of a chain incorporated into the bottom hem of the curtain, with sufficient weight to serve as ballast to hold the curtain in a vertical position. Additional anchorage shall be provided, as necessary.

6. Anchors must be sufficient to hold the curtain in the same position relative to the bottom of the watercourse, without interfering with the action of the curtain.

Section 01560 - 30

ENVIRONMENTAL CONTROLS

Anchor spacing will vary with current velocity and potential wind and wave action; manufacturer's recommendations should be followed.

7. Provide product submittal (to the Engineer of Record) of the intended silt curtain and a diagram of the intended assembled silt curtain including anchoring techniques to meet site specific conditions prior to the ordering of any products for approval.

E. Straw Bale Sediment Barrier/Bio-Filter Bags (certified weed free): Standard 40 to 60-pound rectangular bales of cereal grain or seed straw. Wooden stakes (2 inches x 2 inches x 3 feet) shall be used for straw bales and bio-filter bags.

F. Plastic Sheeting: Polyethylene and have a minimum thickness of 6 mil.

G. Bio-Filter Bags (certified weed free): Provide bio-filter bags of clean 100 percent recycled wood product waste. Size of bag: 18 inches x 8 inches x 30 inches with approximate weight of 45 pounds and ½ inch plastic mesh covering.

2.03 CONSERVATION AND RECYCLING

A. The Contractor and all Subcontractors shall, to the extent practicable, plan and perform their Work in such a manner as to minimize their use of fuel and other consumable products while providing high quality Work.

B. The Contractor and all Subcontractors shall, to the extent practicable, make use of area recycling and composting facilities that may be available. This effort shall be initiated prior to the start of any demolition or clearing Work.

C. The Contractor and all Subcontractors shall dispose of all hazardous materials at

Department of Environmental Quality licensed disposal facilities or at appropriate recycling sites.

2.04 FIRE REGULATIONS

A. The Contractor and all Subcontractors shall conduct the Work in accordance with applicable fire requirements and regulations.

B. The Contractor is hereby notified that basic firefighting tools and equipment may be required to be on site when working in a forest environment.

2.05 WEED CONTROL REQUIREMENTS FOR GROUND-DISTURBING PROJECTS

A. To reduce risk of spreading weed infestations, Project operations shall proceed by beginning in un-infested areas before operating in weed-infested areas, rather than vice-versa.

B. Weed-free Project staging areas shall be located prior to beginning operations and used during operations. All types of travel through weed-infested areas shall be avoided or minimized, or restricted to those periods when spread of seed or propagules are least likely. When working in weed-infested areas, secondary staging areas will be necessary to avoid contaminating clean areas.

Section 01560 - 31

ENVIRONMENTAL CONTROLS

C. All equipment to be brought onsite shall be cleaned prior to arrival to prevent noxious and non-native seed contamination of the site. Mud, dirt, seeds, plant parts, and other debris shall be removed from equipment before moving it into the Project area. This requirement also applies to service trucks, water trucks, pickup trucks, cars and other passenger vehicles used in the daily transport of personnel if they will travel off the existing road surface. Contractor shall certify in writing that all off-road vehicles and equipment are free of noxious weeds prior to the start of operations.