Attach B - Coyote Creek Boating Access_March 2026.pdf

SPECIFICATIONS

FOR THE

COYOTE CREEK BOATING ACCESS

AT

COYOTE CREEK, RIVER MILE 5.9

OREGON DEPARTMENT OF FISH & WILDLIFE (ODFW)

Approved By: Prepared By:

Joshua B. Tacchini, P.E. Tony Marin Oregon State Marine Board Boating Facilities Designer Senior Facilities Engineer March 2026

This page intentionally blank

SPECIFICATIONS

COYOTE CREEK BOATING ACCESS

AT

COYOTE CREEK, RIVER MILE 5.9

OREGON DEPARTMENT OF FISH & WILDLIFE (ODFW)

06/30/2028

This page intentionally blank

Table of Contents

SECTION 01010 - SUMMARY OF WORK

SECTION 01019 - CONTRACT CONSIDERATIONS

SECTION 01090 - REFERENCE STANDARDS AND ABBREVIATIONS

SECTION 01100 - SPECIAL PROJECT PROCEDURES

SECTION 01200 – SOURCE OF MATERIALS

SECTION 01220 – MEASUREMENT AND PAYMENT

SECTION 01305 – PRODUCT AND MATERIAL SUBMITTALS

SECTION 01545 – SURVEY LAYOUT & CONTROL

SECTION 01560 – ENVIRONMENTAL CONTROLS

SECTION 02100 - SITEWORK

SECTION 02120 - RIPRAP

SECTION 02200 - EARTHWORK

SECTION 02240 – EARTHWORK FOR VAULT TOILET

SECTION 02362 - DRIVEN STEEL PILES

SECTION 02500 – ASPHALT CONCRETE PAVING (ODOT 2008)

SECTION 02720 - STORM DRAINAGE

SECTION 03300 – CONCRETE

SECTION 05000 - METALS

SECTION 07000 - ALUMINUM ADAPTIVE KAYAK LAUNCH

SECTION 10110 - SPECIALTIES - TRAFFIC REGULATORY CONTROLS

SECTION 10430 - SIGNAGE

01010.40

SECTION 01010 - SUMMARY OF WORK

01010.00 GENERAL

01010.10 DESCRIPTION OF WORK

Location of work is at Coyote Creek Boating Access in Lane County, Oregon.

Major project components are as follows:

(a) Earthwork

(b) Driven Steel Piles

(c) Paddle Craft Launch Dock Installation

(d) Sheet Piling

(e) Stormdrain Piping & Conveyance

(f) Aggregate Base

(g) Concrete Curbing and Sidewalk

(h) Asphalt Concrete Paving

01010.20 OWNER

Project is for the Oregon Department of Fish & Wildlife (ODFW), referred to hereafter as Owner.

The Owner’s Representative is:

Ryan McCormick, P.E. M.S.C.E Phone: (503) 947-6216 Chief Engineer Oregon Department of Fish & Wildlife 4034 Fairview Industrial Drive SE Salem, OR 97302

01010.30 ENGINEER

The Engineer of Record is:

Joshua B. Tacchini, P.E. Phone: (503) 910-6424 Boating Facilities Engineer Fax: (503) 378-4597 Oregon State Marine Board 435 Commercial Street NE P.O. Box 14145 Salem, OR Salem, OR 97309-5065

The Engineer’s Representative is:

Tony Marin Phone: (503) 979-6904 Boating Facilities Designer Fax: (503) 378-4597 Oregon State Marine Board 435 Commercial Street NE P.O. Box 14145 Salem, OR Salem, OR 97309-5065

01010.40 GENERAL BIDDING REQUIREMENTS

This project is bid out as a LUMP SUM CONTRACT and the Contractor shall furnish all labor, equipment, and materials necessary to complete work in accordance with the plans, specifications, and terms of the contract.

01019.20

Value Engineering, whereby the Contractor suggests alternate design and/or materials for a reduced cost and share in the savings, is NOT a component of this project contract.

01010.50 PLANS

The following twenty-two [22] drawings hereby form a part of this contract:

2098 -1757-1 Title Sheet 2098 -1757-2 Existing Site Plan 2098 -1757-3 Erosion Sediment Control & Demo Plan 2098 -1757-4 Tree Removal & Site Prep Plan 2098 -1757-5 Proposed Site Plan 2098 -1757-6 Earthwork Plan 2098 -1757-7 Parking Lot Grading Plan, Line & Curves 2098 -1757-8 Line, Curve, & Curb Cut Tables 2098 -1757-9 Parking Lot Alignment 2098 -1757-10 Parking Lot Sections 0+25-0+75 2098 -1757-11 Parking Lot Sections 1+00-1+50 2098 -1757-12 Restroom Plan & Profiles 2098 -1757-13 Sidewalk Plan & Profile 0+00-0+75 2098 -1757-14 Sidewalk Plan & Profile 0+75-1+38.69 2098 -1757-15 Sidewalk Sections 2098 -1757-16 Swale Plan & Details 2098 -1757-17 Stormdrain Plan & Profile 2098 -1757-18 Sign & Striping Layout Plan 2098 -1757-19 Sign & Striping Details 2098 -1757-20 Pile Plan & Profile 2098 -1757-21 Details 2098 -1757-22 Dock Stops

END OF SECTION 01010

SECTION 01019 - CONTRACT CONSIDERATIONS

01019.00 GENERAL

01019.10 PERMITS

The Owner will obtain the building, fill/grading and on-site sewage disposal permit(s) as may be required and furnish them to the Contractor after the Contract has been awarded.

Contractor shall obtain and pay for any electrical and plumbing permit(s) that may be required.

01019.15 ENVIRONMENTAL PERMITS

Owner has obtained all necessary US Army Corps of Engineers and Oregon Department of State Lands permits. Contractor shall comply with the requirements of the following permits. Owner shall furnish to the Contractor, copies of the permits after the contract has been awarded.

US Army Corps of Engineers Permit Number NWP-2024-00392

Oregon Department of State Lands Permit Number 65750-RF

01019.20 IN-WATER WORK PERIOD SCHEDULE

Construction of the site work including excavation, aggregates, pavements, and other improvements shall occur during typical dry weather.

01090.10

This project has in-water work period restraints, established by the Corps of Engineers and the Oregon Department of State Lands that regulate the period of time work can occur below the ordinary high water (OHW) line. Stipulations of permits only allow work to occur below the OHW for this site from November 1 through January 31.

Typically, Fern Ridge Reservoir is drawn down on or about November 15. At that time the creek level is typically the lowest, except during rain events.

Work on the dock stop and storm drain outfall (below OHW) shall occur during the in-water work window.

01019.30 PROJECT COMPLETION

Upon completion of the work, clean up and remove from the Owner's property all refuse and unused materials of any kind resulting from the work.

Provide the following documents:

(a) A written request for final inspection.

(b) A clean set of plans marked, showing all deviations from the planned construction (as built) and representing a complete record of the actual location of all completed work.

(c) Two complete Operation and Maintenance (OM) Manuals for all electrical and/or mechanical work.

(d) Pile Logs.

(e) Provide test results as required.

(f) Contractor's Application for Payment Form, Final Payment Request and Contractors Release of

Liens & Claims Form.

END OF SECTION 01019

SECTION 01090 - REFERENCE STANDARDS AND ABBREVIATIONS

GENERAL

01090.10 REFERENCED STANDARDS & ABBREVIATIONS

All work shall conform to the current edition of the following referenced standards:

AA Aluminum Association AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute ACM American Construction Manual ADA American’s with Disabilities Act Standards for Accessible Design AISC American Institute of Steel Construction APA American Plywood Association APWA American Public Works Association ASTM American Society for Testing and Materials AWPA American Wood Preservers' Association AWS American Welding Society AWWA American Water Works Association DFPA Division for Product Approval of American Plywood Association IBC International Building Code, State of Oregon Structural Specialty Code ISSA International Slurry Surfacing Association NEC National Electric Code ODOT Oregon Standard Specifications for Construction by the Oregon Department of

Transportation.

OSHA Occupational Safety and Health Administration QPL Qualified Products Listing by the Oregon Department of Transportation, Materials and Research Section

01200.22

UPC Uniform Plumbing Code, State of Oregon Plumbing Specialty Code WAQTC Western Alliance for Quality Transportation Construction WCLIB West Coast Lumber Inspection Bureau WWPI Western Wood Preservers Institute

END OF SECTION 01090

SECTION 01100 - SPECIAL PROJECT PROCEDURES

01100.00 GENERAL

01100.10 SPECIAL PROJECT REQUIREMENTS

Contractor is advised that this is a public recreation facility. The parking lot and launching facility will be closed as required for on-site construction operations, contact the Owner a minimum of 30 days in advance, to schedule closure of boat ramp to the public during the construction period.

All construction debris shall be disposed of in such a manner that it cannot enter the waterway.

Care shall be taken to prevent any petroleum products, chemicals, or other deleterious material from entering the water.

All areas along the bank, disturbed or newly created by the construction activity, shall be seeded, sodded, revegetated, or given some other type of protection against subsequent erosion and returned back to its original condition.

Work in the waterway shall be done so as to minimize turbidity increases in the water that tend to degrade water quality and damage aquatic life.

END OF SECTION 01100

SECTION 01200 – SOURCE OF MATERIALS

01200.10 PREFERENCES FOR MATERIALS

This Section specifies materials sources to comply with Federal Requirements

01200.20 BUY AMERICA

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.

Applicable Laws:

(a) Public Law 117-58, div G §§70901-52

(b) 2 CFR 200.322

01200.21 IRON AND STEEL

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

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.

01200.22 MANUFACTURED PRODUCTS

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

01200.40

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.

Defined:

(a) 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.

01200.23 CONSTRUCTION MATERIALS

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

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

01200.30 WAIVER

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.

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:

(a) Applying the domestic content procurement preference would be inconsistent with the public interest;

(b) 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; or

(c) 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.

Waivers must be requested of the Federal Funding Agency:

(d) In writing

(e) Posted publicly for 15-days

(f) If approved, published in the Federal Register

EXECUTION

01200.40 REQUIREMENTS

The Contractor shall provide a certification statement with their bid stating:

(a) 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).

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.

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.

01220.10

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.

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

(a) 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).

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

The Contractor shall include this provision in all subcontracts.

END OF SECTION 01200

SECTION 01220 – MEASUREMENT AND PAYMENT

01220.00 DESCRIPTION

Partial payment of bid items shall be in conformance with the General Conditions. Partial payment for work completed, and materials installed, which will become an integral part of the finished work, shall be determined by the Owner’s Authorized Representative, and shall be made on the basis of duly certified and approved estimates of the work, which, in the opinion of the Owner’s Authorized Representative, has been satisfactorily completed. It is understood that the determination by the Owner’s Authorized Representative as to whether a certificate or estimate for payment should be issued, or the amount of said payment, shall be based entirely upon the opinion of the Owner’s Authorized Representative. Said determination shall include without limitation the following factors:

All phases of the work being accomplished in a proper manner and being pursued in a proper sequence of operation, particularly regarding testing, clean-up, and surface restoration.

Partial payments for work performed, may be made in accordance with the State of Oregon General Terms and Conditions for Public Improvement Contracts (General Conditions). Retainage may be deducted from each invoice as specified in the Contract.

If no Bid Item exists for a portion of the work, include the costs in a related Bid Item.

The contract price shall constitute full compensation for furnishing all plant, labor, equipment and materials, mobilization, demobilization, travel, and performing all operations required to complete the work, as specified, and as shown on the Plans and Specifications.

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

01220.10 BID ITEMS/SCHEDULE OF VALUES DESCRIPTIONS

1. Mobilization, Bonds & Insurance

a. Measurement shall be made on a lump sum basis.

b. Payment includes, but not limited to, preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to and from the project site;

for the establishment of offices, buildings and other temporary facilities necessary for the work; site clean-up during the project and at the completion of the project; project record documents; contract bonding and insurance requirements, and for other operations performed or costs incurred before the beginning of the work.

2. Materials Testing & Monitoring

a. Measurement shall be made on a lump sum basis.

b. Payment shall include full compensation for all materials, equipment, and labor necessary to perform all materials testing, reporting, and monitoring in accordance with the requirements of the Specifications and permits. Reference the environmental permits for details regarding turbidity monitoring.

3. Project Layout & Survey Verification

b. Payment shall include full compensation for all materials, equipment, and labor necessary to perform project layout and survey verification by an Oregon licensed PLS in accordance with the requirements of the Specifications and Plans.

4. Erosion Control

b. Payment shall include full compensation for all materials, equipment, and labor necessary for the installation, maintenance, and final removal of upland erosion control measures, including the rocked construction entrance, and preparation of an erosion control plan in accordance with the requirements of the Specifications and Plans.

5. Site Preparation

a. Measurement shall be made on a lump sum basis.

b. Payment shall include full compensation for all materials, equipment, and labor necessary for removing existing vegetation, trees and striping the work area to ready the site for earthwork in accordance with the requirements of the Specifications and Plans.

c. 3”-0 aggregate to fill root ball holes is incidental to this item (estimated 135cy).

d. Removal of existing oak and various trees shall be incidental to this item (70+/-). See plans for removal and protection areas.

e. Protection of existing oak trees shall be incidental to this item (16+/-). See plans for removal and protection areas.

6. Unclassified Excavation

a. This bid item includes all work, tools and materials necessary for excavating, grading, removal, stockpiling, if necessary, and other earthwork required for construction, unless otherwise noted in these specifications.

b. Materials to be removed as unclassified excavation shall include all existing soil, rock, asphaltic concrete, PCC, and other materials encountered during excavation of the work.

Excavated materials shall become the property of the Contractor and shall be removed from the site.

c. Care shall be taken during excavation to protect existing structures, improvements and utilities. Excavation shall be performed with hoe type machinery equipped with a smooth edged bucket to minimize disturbance to the subgrade. The Contractor shall protect the subgrade from traffic that visibly deflects, ravels, or wears the surface. The subgrade shall be trimmed to +0.1 feet of the specified subgrade elevations.

d. Payment for this bid item will be made at the contract unit price per cubic yard and shall include all labor, equipment and materials necessary to complete the work.

Measurement for this quantity will be per cubic yard as determined from neat line measurements for areas with a uniform depth as shown on the Plans, or as measured in the field by the Engineer. Measurement shall not include any quantity of materials excavated without authorization beyond the grading limits, or any quantity of material used for purposes other than that directed. Any saw cutting required in reconstruction areas or around existing structures shall be considered incidental to this bid item.

7. Over Excavation and Subgrade Stabilization

a. Measurement for this quantity will be per cubic yard as measured in the field by the

Engineer. Measurement shall not include any quantity of materials excavated without authorization, or any quantity of material used for purposes other than that directed.

Includes geotextile, structural fill embankment placement and compaction to subgrade.

All excess material is to be hauled off-site.

b. Payment for this bid item will be made at the contract unit price per cubic yard and shall include all excavation, geotextile, labor, equipment and materials required to complete the work. Measurement for this quantity will be from cross-sections taken in the field by the Engineer after excavation and prior to placement of the aggregate subbase.

Placement of subgrade fabric shall be incidental to this bid item.

8. Install Owner Supplied Vault Toilet

a. Measurement shall be made on a lump sum basis.

b. Payment shall include full compensation for all materials, equipment, and labor necessary to install the owner supplied vault toilet. This includes the excavation, preparation, and backfill of the toilet vault in accordance with the requirements of the Specifications and Plans.

9. Geotextile – Subbase

a. Measurement shall be made on a square foot basis installed.

b. Payment shall include full compensation for all materials, equipment, and labor necessary for furnishing and installing geotextile between subgrade and fill material as shown on the Plans in accordance with the requirements of the Specifications and Plans.

Payment shall be based on the neat line measurement of installed and accepted material as calculated by the Engineer.

10. Aggregate Base – Dense-Graded

a. Measurement shall be made on a per Cubic Yard basis installed. Measurement for this quantity will be per cubic yard as determined from neat line measurement for areas with a uniform depth as shown on the Plans, or as measured by the Engineer in the field.

Excess aggregate base placed at a thickness exceeding specifications will be considered incidental to this bid item.

b. Payment shall include full compensation for all materials, equipment, and labor necessary for furnishing, placing, compacting, and grading dense graded aggregate base under all asphalt, concrete, and concrete ramp surfaces in accordance with the requirements of the Specifications and Plans.

11. Asphalt Concrete Pavement

a. Measurement shall be made on a per Ton basis installed.

b. Payment shall include full compensation for all materials, equipment, and labor necessary for placing Asphalt Pavement in accordance with the requirements of the Specifications and Plans.

c. Payment includes placement, compaction, and finishing.

12. PCC Standard Curb

a. Measurement shall be made on a per linear foot basis installed.

b. Payment shall include full compensation for all materials, equipment, and labor necessary for installing concrete curbing in accordance with the requirements of the Specifications and Plans.

c. Payment includes formwork, placement, and finishing.

13. PCC 4-Inch Sidewalk

a. Measurement shall be made on a per square foot basis installed.

b. Payment shall include full compensation for all materials, equipment, and labor necessary for installing concrete curbing in accordance with the requirements of the Specifications and Plans.

c. Payment includes formwork, placement, and finishing. Stairs, reinforcement, stair railings and abutment guardrails are incidental to this bid item.

14. Detectable Warning Pad

a. Measurement shall be made on a per square foot basis installed.

b. Payment shall include full compensation for all materials, equipment, and labor necessary for installing ADA Detectable Warning pads in sidewalk ramps in accordance with the requirements of the Specifications and Plans.

c. Payment includes formwork, placement, and finishing.

15. Stormwater Treatment (Swales)

a. Measurement shall be made on a per square foot basis installed.

b. Payment shall include full compensation for all materials, equipment, and labor necessary for excavation, grading and preparing stormwater treatment areas in accordance with the requirements of the Specifications and Plans. Stormwater plantings are paid under item 16 - Landscape Restoration and Swale Plantings.

16. Landscape Restoration and Swale Plantings

a. Measurement shall be made on a lump sum basis.

b. Payment shall include full compensation for all materials, equipment, and labor necessary to plant and establish swale plants and rehabilitate disturbed areas. This includes the excavation, preparation of beds, and establishment of plantings in accordance with the requirements of the Specifications and Plans.

17. Construct PCC Abutment

b. Payment shall include full compensation for all materials, equipment, and labor necessary to construct the PCC abutment in accordance with the requirements of the Specifications and Plans. This includes the excavation, forming, and backfill and compaction.

18. Install Steel Sheet Piles

a. Measurement shall be made on a per linear foot basis installed.

b. Payment shall include full compensation for all materials, equipment, and labor necessary for sheet pile in accordance with the requirements of the Specifications and Plans.

19. Install 10” Steel Round Piles

a. Measurement shall be made on a per each basis installed.

b. Payment shall include full compensation for all materials, equipment, and labor necessary for furnishing and installing 10” steel piles with caps in accordance with the requirements of the Specifications and Plans. Fabrication and installation of the dock stop assembly is incidental to this item.

20. Purchase and Install Paddle Craft Dock

a. Measurement shall be made on a lump sum basis.

b. Payment shall include full compensation for all materials, equipment, and labor necessary to procure and install a paddle craft dock in accordance with the requirements of the Specifications and Plans.

21. Purchase and Install 5’x40’ Aluminum Gangway

b. Payment shall include full compensation for all materials, equipment, and labor necessary to procure and install a 5’x40’ aluminum gangway in accordance with the requirements of the Specifications and Plans.

22. Durable Pavement Markings

a. Measurement shall be made on a per linear foot basis installed.

b. Payment shall include full compensation for all materials, equipment, and labor necessary for installing Durable Pavement Markings in accordance with the requirements of the Specifications and Plans.

c. Payment includes layout, measurement, placement, and finishing. Concrete Wheelstops shall be incidental to this item.

23. Install Rock Bollards

a. Measurement shall be made on a per each basis installed.

b. Payment shall include full compensation for all materials, equipment, and labor necessary for furnishing and installing rock bollards in accordance with the requirements of the Specifications and Plans.

24. Signs

a. Measurement shall be made on a lump sum basis installed.

b. Payment shall include full compensation for all materials, equipment, and labor necessary for installing owner supplied signs. Contractor shall furnish signposts, bases, and concrete in accordance with the requirements of the Specifications and Plans.

c. Payment shall be commensurate with the percentage of the item completion as estimated by the Engineer.

25. Install Owner Supplied Kiosk

a. Measurement shall be made on a per each basis installed.

b. Payment shall include full compensation for all materials, equipment, and labor necessary for installing the owner supplied kiosk in accordance with the requirements of the Specifications and Plans.

26. Install Roadside Delineator

a. Measurement shall be made on a per each basis installed.

b. Payment shall include full compensation for all materials, equipment, and labor necessary for installing roadside delineators in accordance with the requirements of the Specifications and Plans.

27. Install Owner Supplied Entry Gate

a. Measurement shall be made on a lump sum basis.

b. Payment shall include full compensation for all materials, equipment, and labor necessary to install an owner supplied entry gate in accordance with the requirements of the Specifications and Plans. This includes the excavation, forming, and backfill and compaction.

28. 6-Inch Storm Drain Piping

a. Measurement shall be made on a lineal foot basis installed.

b. Payment shall include full compensation for all materials, equipment, and labor necessary for installing solid drainpipe between area drains, catch basins, trench drains and outfall areas in accordance with the requirements of the Specifications and Plans.

c. Payment includes excavation, bedding, backfill, and compaction.

29. 8-Inch Storm Drain Piping

a. Measurement shall be made on a lineal foot basis installed.

b. Payment shall include full compensation for all materials, equipment, and labor necessary for installing solid drainpipe between area drains, catch basins, trench drains and outfall areas in accordance with the requirements of the Specifications and Plans.

01305.30

c. Payment includes excavation, bedding, backfill, and compaction.

30. Construct Storm Drain Catch Basin

a. Measurement shall be made on a per each basis installed.

b. Payment shall include full compensation for all materials, equipment, and labor necessary for installing stormdrain catch basins in accordance with the requirements of the Specifications and Plans.

c. Payment includes excavation, bedding, backfill, and compaction.

31. Construct Storm Drain Outfall

a. Measurement shall be made on a per each basis installed.

b. Payment shall include full compensation for all materials, equipment, and labor necessary for installing stormdrain outfalls in accordance with the requirements of the Specifications and Plans.

c. Payment includes excavation, bedding, backfill, and compaction. Rip rap geotextile and Class 50 Rip Rap shall be incidental to this item.

END OF SECTION 01220

SECTION 01305 – PRODUCT AND MATERIAL SUBMITTALS

01305.10 DESCRIPTION

This Section specifies transmittal instructions, the number of copies of Contractor submittals to be provided, and distribution of those submittals as required in the General Conditions.

Submittals may include:

(a) Product Submittals

(b) Materials Submittals

(c) Equipment Submittals

(d) Shop Drawings

01305.20 REQUIRED SUBMITTALS

Submittals are required as indicated in the specification sections.

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 only if previously approved in writing.

The Engineer of Record (or the Engineer’s Representative) and Owner reserves the right to ask for Submittals that are not referenced in this document.

EXECUTION

01305.30 Submittals Format

The preferred format for submittals is in electronic format.

If hard copies are submitted, the contractor shall submit three (3) copies of all required information.

Individual sheets shall not exceed 11”x 17” in size.

Each submittal shall be accompanied by a Submittal Transmittal Form. The Submittal Transmittal Form shall indicate:

(a) Which specific product is being proposed.

(b) How the product is being used (indicate specific specification sections where applicable).

(c) Size and quantities (if applicable).

01305.50

Submittals shall be received by the Engineer of Record (or the Engineer’s Representative) not less than fourteen (14) calendar days prior to purchase and/or installation.

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

01305.40 REVIEW PROCEDURE

The Engineer of Record (or the Engineer’s Representative) will review the submittal for conformance to the plans and specifications. After review, the submittal will be returned to the Contractor, and a Copy shall be supplied to the Owner. The returned material will consist of one (1) marked-up copy of the submittal. Additional copies as needed will be the responsibility of the Contractor. The returned submittal will indicate one of the following actions:

“Accepted as Submitted” - If the review indicates the material, equipment or work method is in general conformance with the Contract Plans/Specifications, the submittal copies shall be marked “Accepted as Submitted.” In this event, the Contractor may begin to incorporate the material/equipment/work method covered in the submittal.

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

“Correct and Resubmit” - 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 “Correct and Resubmit.” In this case, the Contractor shall not then undertake work covered by this submittal until the submittal has been revised, resubmitted, and returned to the Contractor with a marking of “Accepted” or “Accepted as Noted.”

“Review Not Required” - If the review reveals the material, equipment, or work does not require submittal, then the submitted copies shall be marked “Review Not Required” In this event, the Contractor may begin to incorporate the material/equipment/work covered by the submittal and no further action is required.

01305.50 EFFECT OF REVIEW OF CONTRACTOR’S SUBMITTALS

A mark of “Accepted” or “Accepted as Noted” shall mean the Engineer of Record (or the Engineer’s Representative) 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.

The Contractor shall furnish to the Engineer the following items for equipment, articles, and materials incorporated in the work:

(a) Submittals for items identified in individual specification sections.

(b) Manufacturer’s special tools and special accessories normally furnished by the manufacturer and which, by their specific nature and special design, are suited for convenient and expeditious adjustment, maintenance, and repair.

(c) Two sets of installation instructions, parts lists; routine preventative maintenance and operation manuals; corrective maintenance instructions; plans and other like data pertinent for maintenance and repair.

(d) Manufacturer’s and dealer’s warranties and guarantees which are normally available to purchasers.

Such warranties and guarantees shall be made effective to the Owner as the purchaser.

END OF SECTION 01305

01560.20

SECTION 01545 – SURVEY LAYOUT & CONTROL

01545.10 CONSTRUCTION STAKEOUT

The Engineer of Record has provided 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 or the Engineer of Record will provide no additional stakeout. A Professional Land Surveyor (PLS) licensed in the State of Oregon shall perform all layouts.

END OF SECTION 01545

SECTION 01560 – ENVIRONMENTAL CONTROLS

01560.00 DESCRIPTION

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

MATERIALS

01560.10 SUBMITTALS

Submit an Erosion Control Plan per section 01305. Develop and maintain for the duration of the contract an Erosion Control Plan (ECP) that will effectively incorporate and implement environmental protection precautions. The Contractor’s 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. 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. 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.

The ECP shall be submitted to and approved by the Owner prior to initiating clearing activities.

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

a) The Contractor shall immediately stop the affected work in progress until adequate environmental protection measures are implemented.

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

01560.20 EROSION CONTROL

a) Temporary Sediment Fences:

Provide, install, and maintain an upland sediment fence for a maximum of 5 feet offset from proposed improvements for the duration of the project.

Provide, install, and maintain an upland sediment fence along both sides of the ramp from the top of the bank to the waterline for the duration of the project.

Sediment fence shall have manufactured stitched loops for 2”x2” post installation. Posts shall be spaced a maximum of 6 feet apart.

Where practical, the filter fabric shall be purchased in a continuous roll to the length required to avoid the use of joints. When joints are necessary, filter fabric shall be spliced together only at support posts with a minimum 6-inch overlap, and both ends securely fastened to the post, or overlap 2”X 2” posts and attach as shown on the detail.

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

b) Work Area Isolation Use sandbags to isolate the creek bed adjacent to bank structures during construction when the creek flow is low.

A typical 30lb sandbag is 4-5 inches high, 9-10 inches long and 14 inches wide.

c) Straw Bale Sediment Barrier:

Standard 45 to 60-pound rectangular straw bales that are wire-bound or string-tied. Provide straw that is not moldy, caked, decayed or of otherwise low quality. Submit certification from the manufacturer that the straw is free of noxious weed seeds or plant parts. Secure straw bales with wooden stakes (2”x2”x 3 feet).

d) Wattles if used shall comply with ODOT specifications 00280.16(e), type 3.

e) Plastic Sheeting used to cover stockpiles shall be polyethylene and have a minimum thickness of

6 mil.

EXECUTION

01560.30 DUST

Dust shall be minimized by the Contractor to the extent practicable, utilizing all measures necessary including, but not limited to:

Sprinkling haul and access roads and other exposed dust-producing areas with water.

Use of covered haul equipment.

01560.40 SEDIMENT TRANSPORT PREVENTION

Prevent dirt and mud, from escaping trucks departing the work site, by cleaning truck tires before leaving the construction site.

All streets in the construction area used by Contractor’s trucks or any other equipment hauling material to and from the area, whether within the Contract limits or adjacent thereto, shall be kept clean by the Contractor and shall be continuously serviced by the Contractor’s use of sprinkling trucks to control dust.

All cleaning and sprinkling shall be at the Contractor’s expense. Violations of these requirements are sufficient grounds for the Owner to order the streets in question to be cleaned by others. The expense of the street cleaning will be charged against the Contractor and cost withheld from Contractor's payments.

01560.50 NOISE CONTROL

Comply with all local, state, and federal noise level rules, regulations and ordinances.

There are further requirements for Pile Driving Operations, see pile driving section if applicable.

01560.60 TREE AND PLANT PROTECTION

The Contractor shall protect all existing native shrubs and trees outside of the work limits and as shown on the plans from damage by construction activities. Work areas shall be carefully located and marked to reduce potential damage. Trees shall not be used as anchors for stabilizing working equipment. The Contractor shall not remove any native shrubs or trees outside of the work limits without written approval from Owner.

If native shrubs or trees are damaged or destroyed by the Contractor’s operations without prior authorization by the Owner, the Contractor shall replace the native shrubs or tree in species, size and grade to the satisfaction of and at no cost to the Owner. In the event the Contractor does not perform this replacement work in a timely manner as determined by the Owner, the Owner reserves the right to have the work performed by others. The expense of replacing native shrubs or trees will be charged against the Contractor and the cost withheld from Contractor’s payments.

Trees or shrubs that are replaced shall be warrantied from death or disease under the terms of the project warranty.

01560.75

01560.65 UPLAND DEWATERING AND WATER CONTROL

The Contractor shall not divert storm drainage or sewer flow through any portion of new sewer or any other new facility until after that portion of the pipeline to be used has been field-acceptance tested in accordance with the Specifications, and until specific written approval from the Owner has been received.

No direct water from construction activities shall be diverted to new or existing sanitary sewer.

Maintain excavations free from water while construction is in progress. Any water which is pumped from excavated areas shall not be diverted into the state waterways without proper treatment or confinement.

01560.70 EROSION CONTROL

Execute the approved Erosion Control Plan (ECP).

a) Temporary Sediment Fences:

Sediment fence shall have a minimum vertical burial of 6 inches. All excavated material from sediment fence installation shall be firmly re-deposited along the entire trenched area on the uphill side of the fence.

The sediment fence shall be installed to follow the contours where feasible. The fence posts shall be spaced a maximum of 6 feet apart and driven securely into the ground a minimum of 24 inches.

Sediment fences shall be inspected by the Contractor immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs, relocations or additions shall be made immediately.

At no time shall more than one foot of sediment be allowed to accumulate behind a sediment fence. Sediment should be removed or regraded into slopes, and the sediment fences repaired and reestablished as needed Sediment fences shall be removed when they have served their useful purpose, but not before the up slope area has been permanently protected and stabilized.

b) Sandbags:

Use new, unused sandbags. Reservoir level directly impacts creek elevation. Time work area isolation with the lowest creek elevations to minimize turbidity. Water is not expected to be present within the work area at the time of construction. If water is present, plastic sheeting shall be used. Pump intake shall be fitted with a fish screen and fish shall be salvaged from the area prior to water removal.

Place the sandbags per ODOT standard construction drawing RD1005.

c) Straw Bale & Wattles:

Straw bales and wattles may be used to divert runoff around active work areas or into sediment filtration/sedimentation areas.

Straw bales and wattles shall be secured with stakes driven through them and into the ground to a minimum depth of 12 inches. Straw bales shall be keyed into the existing ground 2 to 4 inches.

d) Plastic Sheeting:

Spoils piles and exposed earth slopes shall be covered in wet weather or if wet weather is anticipated. Plastic sheeting shall be installed and maintained tightly in place by using sandbags or tires on ropes with a maximum 10 feet grid spacing in all directions. All seams shall be taped or weighted down full length and there shall be at least 12-inch overlap of all seams. For seams parallel to the slope contour, the uphill sheet shall overlap the downhill sheet. No runoff shall be allowed to run under the plastic covering.

Drainage from areas covered by plastic sheeting shall be controlled such that no discharge occurs directly onto uncontrolled, disturbed areas of the construction site.

Filter fabric fences, sediment barriers and other erosion control devices shall be removed by the Contractor when they have served their useful purpose, but not before the upslope area has been permanently protected and stabilized.

01560.75 CULTURAL RESOURCES

Attention is directed to the National Historic Preservation Act of 1966 and 36 CFR 800, which provide for the preservation of potential historical, architectural, archaeological or cultural resources (hereinafter "cultural resources").

02100.30

The Owner intends to conform to the applicable requirements of the National Historic Preservation Act of 1966 as it relates to the preservation of cultural resources and fair compensation to the Contractor for delays resulting from such cultural resources investigations.

01560.80 FINES

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

END OF SECTION 01560

SECTION 02100 - SITEWORK

02100.00 DESCRIPTION OF WORK

This item shall include the clearing and grubbing of all construction areas to the extent necessary for the Contractor to perform his work, and all work described below.

Carefully maintain benchmarks, monuments, and other reference points; if disturbed or destroyed, replace as directed by the project inspector.

Provide all protection, barricades, silt fences, and other devices required by State or municipal laws;

maintain same for full period of operation. Remove from site when directed by the project inspector.

02100.10 RELATED WORK

Environmental Controls, Section 01560 Earthwork, Section 02200

EXECUTION

02100.30 CLEARING AND GRUBBING

Completely clear areas to be occupied by buildings or other improvements as indicated.

Provide, install, and maintain siltation fences/barriers, as required by State or local rules and regulations for the duration of the project. The Contractor shall remove the silt fence once the project is complete. In areas where soil built up against the fence, the Contractor shall smooth or level out the berm of soil and seed with grass seed.

Protect existing trees and other vegetation outside clearing limits against cutting, breaking, skinning, or bruising of roots or bark, piling construction materials within the tree and vegetation drip line, excess foot or vehicle traffic, parking of vehicles within the tree and vegetation drip lines, or solvent, paint, oil, or chemical spills onto soil.

If vegetation is damaged, pruning or removal shall be completed as directed by the Owner at the Contractor's expense.

Any soil contaminated with materials harmful to plant life shall be excavated and removed from the site and replaced with topsoil at the Contractor's expense. Disposal of contaminated soil shall be in accordance with federal, state, and local laws and regulations.

Remove all trees, stumps, bushes, grass, boulders, and debris within the areas staked for the construction as shown on the drawings.

Unless otherwise shown on the drawings, clearing limits shall be 5' along all sides of the improvements and (if applicable) where the graded slope meets the existing ground.

All holes resulting from grubbing shall be filled with suitable material and compacted.

02120.30

Disposal material is the property of the Contractor and therefore it is the sole responsibility of the Contractor. Disposal material shall be hauled off site and completely removed from the Owner's property.

Disposal of contaminated soil shall be in accordance with federal, state, and local laws and regulations.

Unmarketable trees and waste material are the property and sole responsibility of the Contractor and shall be disposed of off site in an approved and legal manner.

Trees suitable for marketable timber are the property of the Owner and shall be delivered off of the site to a location designated by the Owner.

02100.40 DEMOLITION

Disposal material shall be hauled off site and completely removed from the Owner's property. Disposal material is the property of the Contractor and therefore it is the sole responsibility of the Contractor.

Disposal shall be in accordance with federal, state, and local laws and regulations.

END OF SECTION 02100

SECTION 02120 - RIPRAP

02120.00 DESCRIPTION OF WORK

Work consists of constructing a riprap revetment as shown on the plans and as described herein.

Work also includes covering the riprap with cap material and seeding as described in these specifications and shown on the plans.

02120.10 RELATED WORK

Environmental Controls, Section 01560 Sitework, Section 02100 Earthwork, Section 02200

MATERIALS

02120.20 GEOTEXTILE FABRIC

Geotextile Fabric shall be installed under all riprap in accordance with ODOT 00350.

Reference ODOT 02320 for geotextile materials specifications. Use Non-woven, Type 2 Riprap geotextile under all riprap.

02120.30 RIPRAP

Riprap shall be broken stone and shall meet the requirements of ODOT 00390.11.

Riprap shall be ODOT Class 50, 100, 700 or 2000 as shown on plans:

Percent (%) By Weight

Class 50 Size of Stone (Pounds)

Class 100 Size of Stone (Pounds)

Class 700 Size of Stone (Pounds)

Class 2000 Size of Stone (Pounds)

20 50-30 100-60 700-500 2000-1400 30 30-15 60-25 500-200 1400-700 40 15-2 25-2 200-20 700-40 10-0 2-0 2-0 20-0 40-0

The properties of the median stone size are frequently used in design. This is the size of rock where 50 percent of the total weight of the riprap is smaller than the median stone size, and the other 50 percent are larger. Both the equivalent spherical diameter, 𝐷ହ, and the weight, 𝑊ହ, are used. The table below

02120.80 lists the 𝐷ହ, 𝑊ହ, 𝐷ଵ, and 𝑊ଵ for ODOT standard riprap classes. 𝐷ଵ and 𝑊ଵ are listed in the table.

All stones within the respective classes are equal to, or less, than these equivalent diameters or weights.

Standard Riprap Class

𝐷ହ 𝑊ହ 𝐷ଵ 𝑊ଵ

Class 100 0.66 15 1.05 100 Class 700 1.32 200 2.01 700 Class 2000 2.01 700 2.85 2000

02120.40 CAP MATERIAL

Sand – shall be clean, washed, and coarse grained.

EXECUTION

02120.50 EXCAVATION

Excavation shall be carried to lines and grades shown on the plans, and as required to accommodate specified subgrade elevations as shown on the plans. Any over excavation due to faulty workmanship will be brought to grade by the Contractor at their expense.

Remove any unsuitable material found or as directed by the Owner’s Representative.

Excavated material is the property of the Contractor and therefore it is the sole responsibility of the Contractor.