Attachment B Technical Specifications Part A, 01-10-2025-Addendum 1.pdf

Oregon Parks and Recreation

Department

TECHNICAL SPECIFICATIONS

For

Fort Stevens Upgrades – GO Bonds 2022

Project Number: OPRIS #36311 Contract Number: #????

Date: 10 January, 2025

Prepared by:

Hennebery Eddy Architects 921 SW Washington St #250

Portland, Oregon 97205

For:

Oregon Parks and Recreation Department Engineering Section

725 Summer Street NE, Suite C Salem, Oregon 97301

THIS PAGE INTENTIONALLY LEFT BLANK

SPECIFICATIONS

Fort Stevens Upgrades – GO Bonds 2022

OPRS Number: #36311

PROFESSIONAL OF RECORD CERTIFICATIONS:

Seal with Signature

Division 26

James R. Sattem, PE, CHC

Interface Engineering

Divisions 2, 31 & 33

Danielle Pruett, PE, CPESC KPFF Civil

Division 32

Ryan Carlson RANGE Studio

Seal with Signature

Division 26

James R. Sattem, PE, CHC

Interface Engineering

Divisions 2, 31 & 33

Danielle Pruett, PE, CPESC KPFF Civil

Division 32

Ryan Carlson RANGE Studio

OREGON

EXPIRATION DATE:

100004PE

12/31/2026

2025.01.06 12:29:10-08'00'

06/30/26

Fort Stevens State Park 2024 Campground Upgrades – GO Bonds 2022

Section 000110

TABLE OF CONTENTS

SECTION 000110 - TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS

Division 00 -- Procurement and Contracting Requirements

000110 - Table of Contents

SPECIFICATIONS

Division 01 -- General Requirements

01010 - Summary of Work (OPRD)

01019 - Contract Considerations (OPRD)

01025 - Measurement and Payment (OPRD)

01028 - Modification Procedures (OPRD)

01062 – Permits (OPRD)

01090 - Reference Standards (OPRD)

01300 - Submittals Procedure (OPRD) 01301 - Substitution Request Form (OPRD)

01350 - Protection of Cultural Resources (OPRD)

01560 - Environmental Controls (OPRD)

01570 - Traffic Control (OPRD)

01730 - Operating and Maintenance Instructions (OPRD)

015639 – Temporary Tree and Plant Protection (RANGE)

Division 02 -- Existing Conditions

02240 – Control of Water (OPRD)

02250 – Shoring and Trench Safety (OPRD)

024100 – Demolition (HEA)

Division 26 -- Electrical

260000 – Electrical Basic Requirements (Interface)

260509 – Equipment Wiring (Interface)

260519 – Low-voltage Electrical Power Conductors and Cables (Interface)

260526 – Grounding and Bonding for Electrical Systems (Interface)

260529 – Hangers and Supports for Electrical Systems and Equipment (Interface)

260533 – Raceways (Interface)

260534 – Boxes (Interface)

260553 – Identification for Electrical Systems (Interface)

260573 – Electrical Distribution System Studies (Interface)

260805 – Electrical Acceptance Testing (Interface)

262413 – Switchboards (Interface)

262416 – Panelboards (Interface)

262726 – Wiring Devices (Interface)

262800 – Overcurrent Protective Devices (Interface)

262816 – Enclosed Switches and Circuit Breakers (Interface)

263213 – Engine Generators (Interface)

263600 – Transfer Switches (Interface)

264300 – Surge Protective Devices (Interface)

Division 31 -- Earthwork

311000 – Site Clearing (KPFF)

312000 – Earth Moving (KPFF)

312500 – Temporary Erosion and Sediment Control (KPFF)

Division 32 -- Exterior Improvements

321216 – Asphalt Paving (KPFF)

321373 – Concrete Paving Joint Sealants (KPFF)

321540 – Aggregate Paving (RANGE)

321600 – Curbs, Gutters, Sidewalks, and Driveways (KPFF)

323113 – Chain Link Fences (RANGE)

323129.19 – Wattle Screen (RANGE)

323253 – Stone Retaining Walls (RANGE)

323313 – Site Bicycle Racks (RANGE)

329113 – Soil Preparation (RANGE)

329200 – Seeding (RANGE)

329300 – Plants and Planting (RANGE)

329700 – Landscape Warranties and Maintenance (RANGE)

Division 33 -- Utilities

330500 – Common Work Results for Utilities (KPFF)

331100 – Water Utility Distribution Piping (KPFF)

333100 – Sanitary Utility Sewerage Piping (KPFF)

333213 – Retrofit Engineered Wastewater Pump Station (KPFF)

334100 – Storm Utility Drainage Piping (KPFF)

Appendices

Appendix 1: Tree Assessment Report – May 2024 (OPRD)

Appendix 2: Stormwater Management Report – July 2024 (KPFF)

Appendix 3: South Camp Lift Station Rehabilitation Design Memo – July 2024 (KPFF)

END OF SECTION

Section 01010

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 (“General Conditions”) dated January 1, 2012, as modified by the Oregon Department of Justice on November 13, 2024, 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(s):

1. Fort Stevens State Park

C. Contractor shall furnish all permits, 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 Invitation to Bid (“ITB”) and the Contract for additional requirements and information. Work includes, but is not limited to, the following:

Utility upgrades will be implemented at Loops L, M, N and O to support their existing usage needs. Accessibility upgrades will be made to each of these loops as well.

The existing South Camp Lift Station will be electrically retrofitted and brought into operation, to support the utility upgrades at L, M, N and O.

Grading upgrades at the Day Use Area Restrooms will be implemented for accessibility.

New accessible parking and pathways will be provided as well.

The existing restroom in disrepair at Loop C will be replaced with a new restroom and shower building.

D. Specific items furnished by Owner and installed by Contractor:

1. Refer to Plans.

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:

Robert Morris, PE Oregon Parks & Recreation Department

725 Summer St NE, Ste. C Salem, OR 97301 (503)-510-7531

1.02 CONSTRUCTION STAKEOUT AND LAYOUT

A. The Plans show approximate locations and dimensions of existing utilities and facilities adjacent to and in the proposed Work, as shown on the Plans, for the Contractor’s information. Final stakeout of the construction Work shall be provided by Contractor and approved by Project Manager. The Contractor will be solely responsible for locating all existing utilities within the Project sites. No additional stakeout will be provided by the Owner.

B. 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

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 Park Manager for approved limited durations.

B. Coordinate all Work with Park 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 will 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(s).

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 Park 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 Park Manager.

G. Restrooms: Contractor shall provide temporary rest room facilities for its workers and

Subcontractors as required.

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

A. The Project identification sign, if used, will be 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.

D. Where new electrical Work is installed in an existing building, patch and refinish surfaces damaged to match existing. Refinishing is to be as directed by the Project Manager.

Section 01019

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 and Park 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. 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 and Park Manager.

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

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

1. Notify the Project Manager and Park 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 Park Manager and Project Manager immediately upon determining the need for this Work.

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

F. Comply fully with manufacturer’s instructions and recommendations. Should manufacturer’s instructions conflict with Contract Documents, request clarification from Project Manager before proceeding.

G. 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.

H. Day Use Park Fees will not be charged by the Park for contractors or deliveries.

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.

K. Any additional tree removal required for construction shall be approved by Project Manager.

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

Park Manager and/or 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.

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 0102 1

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, except as otherwise provided in the Specifications. 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. Overhead costs, such as supervision, profit, and any project specific insurance and bonds required by 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.

H. Disposal Fees: There shall be no separate measurement and payment item for Disposal Fees. Payment shall be incidental to other bid items.

I. Material requiring weighing to be weighed by scale. Allowable scales with Project

Manager approval are commercial vehicle weigh scales, plant automatic weight batching and mixing control printer system, or plant weight hopper printer system.

Pay Items to be measured by weight shall include all Contractor costs for furnishing appropriate weight tickets and transporting materials to the scales or to check weighing.

The scales shall conform to ORS 618, and NIST Handbook 44, and shall be:

• Licensed by the Oregon Department of Agriculture;

• Technically suitable for weighing the materials;

• Properly installed and maintained; and

Section 0102 2

• Accurate to the required tolerances.

The Owner may periodically have a representative at the scales to observe the weighing procedures.

1.02 BID ITEMS, MEASUREMENT AND PAYMENT

NOTE: See the ITB Pricing Submittal Form. 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, including but not limited to Work described in the following Bid Items:

A. BID ITEMS - SITE RELATED:

1. Permits and Mobilization:

a. Measurement and payment for this bid item shall be made on a lump sum basis.

The amount to be allowed for Mobilization in the partial payment to be made under the Contract will be as follows:

i. When 5% of the total original Contract amount is earned from other items, not including advances on materials, 50% of the amount bid for Mobilization, or 2.5% of the original Contract amount, whichever is the least, will be paid.

ii. When 10% of the total original Contract amount is earned from other items, not including advances on materials, 100% of the amount bid for Mobilization, or 5% of the original Contract amount, whichever is the least, will be paid.

iii. Upon completion of all Work on the Project, payment of any amount bid for Mobilization in excess of 5% of the total original Contract amount will be paid.

b. The above schedule of progress payments for Mobilization shall not limit or preclude progress payments otherwise provided by the Contract.

c. Construction access and staging shall be incidental to this bid item.

2. Erosion Control:

b. The Contractor shall provide all erosion control measures necessary to comply with the requirements of Section 01560, all applicable permits, and all local, state and federal requirements.

3. Tree Salvage, Removal and Protection

a. Measurement and payment for removing trees shall be made on a lump sum

Section 0102 3

b. Work shall include protection, removal, and salvage of trees. Work shall include all related signage.

d. Payment for above items shall include full compensation for all labor, equipment, fees and materials necessary to complete the Work.

4. Traffic Control:

The lump sum payment shall include all on highway signage, materials, equipment, and labor necessary to perform the Work as specified.

b. Payment shall be provided on a pro-rated basis allowing an amount equivalent to the percentage of the original Contract amount approved for each payment request.

B. BID ITEMS – CIVIL IMPROVEMENTS:

5. General Survey, Excavation and Earthwork:

a. Measurement and payment for this bid item shall be made on a lump sum basis for all material moved or removed to the lines and grades shown on the Contract Documents and as directed by the Project Manager. This item also includes the grading of native soils at tent lay down areas.

b. Payment shall include full compensation for all excavation and earthwork required to repair or construct roads, paths, equipment or building pads, building foundations and all other structures as shown in the Contract Documents. No payment will be made for over-excavation except as directed by the Project Manager. Payment includes compensation for hauling and legal disposal of excess material.

c. Geotextile fabric, where indicated by the Contract Documents, shall be incidental to this Work.

d. Rock excavation, if encountered, shall be paid under the Rock Excavation bid item.

6. Clearing and Grubbing:

a. Measurement and payment for this bid item shall be based on a square foot basis.

b. Work shall include all material, equipment and labor necessary to complete the

Work.

7. Asphalt Demolition:

a. Measurement and payment for this bid item shall be based on a lump sum basis to the nearest 0.1 foot as field measured by determining the dimensions of the finished excavation prior to placement of backfill.

Section 0102 4

b. Work shall include all material, equipment and labor necessary to remove existing asphalt at locations shown on the Plans or as located in the field, including, but not limited to, excavation, and disposal of material at a Oregon Department of Environmental Quality (“DEQ”) approved dump site. Payment will only be made for asphalt excavation Work approved by the Project Manager.

c. If base materials are required to be excavated below asphalt surface, as directed by Project Manager, they shall be paid as General Excavation and Earthwork.

8. Concrete Demolition:

a. Measurement and payment for this bid item shall be based on a lump sum basis to the nearest 0.1 foot as field measured by determining the dimensions of the finished excavation prior to placement of backfill.

b. Work shall include all material, equipment and labor necessary to remove existing concrete at locations shown on the Plans or as located in the field, including, but not limited to, excavation, and disposal of material at a Oregon Department of Environmental Quality (“DEQ”) approved dump site. Payment will only be made for concrete excavation Work approved by the Project Manager.

c. If base materials are required to be excavated below concrete surface, as directed by Project Manager, they shall be paid as General Excavation and Earthwork.

9. Utilities Salvage, Demolition and Site Protection

a. Measurement and payment for this bid item shall be provided on a lump sum

b. This Work includes the salvage of the existing campsite hose bibs and electrical pedestals at locations shown on the plans. The work includes demolition of the existing hose bibs, cleanouts, electrical pedestals, utility laterals, utility mains, manholes, lift station, and any related Work as shown on the Plans and as specified herein. The work includes protection of utilities to remain at locations shown on the plans.

c. Payment shall include full compensation for all labor, equipment, fees and materials necessary to complete the Work

10. Salvage Site Markers, Fire Pits, and Tables

a. Measurement and payment for this bid item shall be made on a per each basis.

The payment shall include salvaging the existing site markers, fire pits, and tables, at locations shown on the Plans.

b. Payment shall include full compensation for all labor, equipment, fees and materials necessary to complete the Work.

11. Trench Excavation and Backfill – Water Only, or Electrical Only

Section 0102 5

a. Measurement and payment for this bid item shall be made on a linear foot basis.

Payment length will be measured horizontally along the centerline of the trench from the beginning to ending points of the excavation.

b. Payment will be provided per linear foot for this Work as shown or described in the Contract Documents. Payment shall provide full compensation for all materials, equipment and labor required including but not limited to trenching and backfill, temporary shoring and all other Work required to support water- or electrical-only installation.

12. Trench Excavation and Backfill – Water & Electrical Joint Trenching

b. Measurement and payment for this bid item shall be made on a linear foot basis.

materials, equipment and labor required including but not limited to trenching and backfill, temporary shoring and all other Work required to support joint water and electrical installation.

13. Trench Excavation and Backfill – Water Only, or Electrical Only Service Lateral

c. Measurement and payment for this bid item shall be made on a linear foot basis.

materials, equipment and labor required including but not limited to trenching and backfill, temporary shoring and all other Work required to support water- or electrical-only service lateral installation.

14. Base Rock or Shoulder Rock:

The quantities for payment shall be calculated from weight tickets collected at the job site.

b. Work includes providing the labor, equipment, materials and incidentals needed to furnish and install the base rock or shoulder rock in conformance with the Contract Documents and as directed by the Project Manager.

15. Asphalt Paving - Leveling and Wearing Courses Combined:

d. Measurement and payment for this bid item shall be made on a square foot basis to the nearest 0.01 ton. The quantities for payment shall be calculated from weight tickets collected at the job site.

e. Work shall include installing all pavement overlay including pre-leveling as

Section 0102 6 shown on the Plans and as directed by the Project Manager.

f. Asphalt paving used as cap materials in road base repair shall be paid as Asphalt

Paving - Wearing and Leveling Courses Combined.

g. All pavement outside the Project limits, damaged as a result of the Contractor’s operations will be removed and replaced to the satisfaction of the Project Manager, at the Contractor’s expense.

16. Pavement Markings – Striping and Symbols:

a. Measurement and payment for this bid item shall be made on a square foot basis.

to furnish and install the pavement markings and symbols in conformance with the Contract Documents and as directed by the Project Manager.

17. Wheelstops (OFCI)

a. Measurement and payment for this bid item shall be on a per each basis.

b. Payment shall include full compensation for all materials, tools, equipment, and labor necessary to install Owner provided wheelstops as shown in project Drawings.

18. Signage:

b. Payment shall include full compensation for all materials, tools, equipment, and labor necessary to install signs as shown in project Drawings.

19. Concrete Sidewalk Paving:

The payment shall include all Portland concrete placement, reinforcement, forms, base rock, base shaping, expansion joint material, handicap ramps, and any other required items indicated in the Contract Documents.

b. Work includes providing all labor, equipment, materials and incidentals needed to furnish and install the concrete in conformance with the Contract Documents and as directed by the Project Manager.

20. Concrete Vehicular Paving:

The payment shall include all Portland concrete placement, reinforcement, forms, base rock, base shaping, expansion joint material, and any other required items indicated in the Contract Documents.

Section 0102 7 to furnish and install the concrete in conformance with the Contract Documents and as directed by the Project Manager.

21. Concrete Pads for Utilities:

The payment shall include all Portland concrete placement, forms, base rock, base shaping, and any other required items indicated in the Contract Documents.

22. Aggregate Paving

The payment shall include any necessary spot repair, and placement.

to furnish and install the aggregate paving in conformance with the Contract Documents and as directed by the Project Manager.

23. Site Drainage System:

b. Work includes the installation of the drainage system, downspouts, splash blocks, river rock mulch, connecting the new line to the building drainage system and any related Work as shown on the Plans and as specified herein

c. Payment shall include full compensation for all materials, equipment, and labor required to Install Site Drainage System at locations shown on Plans and as directed by the Project Manager and in conformance with the Contract Documents.

24. Site Sewer System:

b. Work includes the installation of new sewer infrastructure (excluding the piping and manholes outlined in other bid items), campsite sewer connection cleanouts, cleanouts, dishwater cones, modification of the existing sewer line, connecting the new line to the building sewer system and any related Work as shown on the Plans and as specified herein required to Install Site Sewer System at locations shown on Plans and as directed by the Project Manager and in conformance with the Contract Documents.

25. Gravity Sewerline – 4” Inch:

Section 0102 8

Payment length will be measured horizontally along the centerline of the pipe through the fittings to the end of the pipe. Measurement length will begin at a point 1-foot outside of the wall of the connected structure and extend to the connection point of a larger diameter pipe or other discharge or connection point as shown in the Contract Documents.

materials, equipment and labor required including but not limited to, fittings, pipe, glue, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, boring, excavation, trenching and backfill, temporary shoring and all other Work required for a complete system.

26. Gravity Sewerline – 6” Inch:

through the fittings to the end of the pipe. Measurement length will begin at a point 1-foot outside the wall of a connected structure and extend to the materials, equipment and labor required including but not limited to, fittings, pipe, glue, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, boring,

27. Gravity Sewerline – 8-Inch:

through the fittings to the end of the pipe. Measurement length will begin at a point 1-foot outside the wall of a connected structure and extend to the

c. Payment will be provided per linear foot for this Work as shown or described in materials, equipment and labor required including but not limited to, fittings, pipe, glue, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, boring,

28. Gravity Sewerline – 10-Inch:

Section 0102 9 through the fittings to the end of the pipe. Measurement length will begin at a point 1-foot outside the wall of a connected structure and extend to the materials, equipment and labor required including but not limited to, fittings, pipe, glue, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, boring,

29. 48” Manhole:

a. Measurement and payment for this bid item shall be made on a per each basis for the construction, installation and testing, of the proposed manhole(s) as shown in the Contract Documents.

b. Payment shall include full compensation for materials, equipment, and labor including, but not limited to, excavation, dewatering, temporary shoring, fencing, plating, subgrade preparation, bedding, geotextile fabric, concrete manhole, appurtenances, access risers, lids, piping and connections, imported aggregate backfill and miscellaneous hardware. Items not explicitly identified but required to complete this Work shall be considered incidental to this item or other items where applicable.

30. Lift Station Retrofit:

for pumps, valve assembly, discharge piping, guide rail, level sensing, and controls as shown in the Contract Documents.

b. Payment shall include full compensation for all labor, equipment, materials and incidentals required to accomplish the Work as shown and described in the Contract Documents.

31. Site Water System:

b. Work includes the installation of the water system (excluding the piping outlined in other bid items), as shown in the Contract Documents and any other related Work as required for a complete system. Including new infrastructure, valves, valves boxes, hose bibbs, allowance for water line relocation, water shrouds, and reinstallation of salvaged campsite hose bibbs and electrical pedestals.

Section 0102 10 required to Install Site Water System at locations shown on Plans and as directed by the Project Manager and in conformance with the Contract Documents.

32. Waterline - ¾ inch:

Payment length will be measured horizontally along the centerline of the waterline through the fittings from beginning to ending points of the pipe.

materials, equipment and labor required including but not limited to, fittings, pipe, glue, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, boring, excavation and all other Work required for a complete system.

33. Waterline – 3-inch:

Payment length will be measured horizontally along the centerline of the waterline through the fittings from beginning to ending points of the pipe.

materials, equipment and labor required including but not limited to, fittings, pipe, glue, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, boring, excavation and all other Work required for a complete system.

34. Propane Site Work

b. The Work shall include all labor, equipment, fees, materials, and incidentals necessary to coordinate with propane provider, trench for the propane distribution system, install concrete mounting pad and bollards, as shown in the Contract Documents and any other related Work as required for a complete system.

C. BID ITEMS – LANDSCAPE IMPROVEMENTS:

35. Landscape - Soil Preparation:

to prepare soils including for planting and seeding including mixing and adding any required amendments in conformance with the Contract Documents and as directed by the Project Manager.

Section 0102 11

36. Landscape - Seeding:

a. Measurement and payment for this bid item will be made on a square foot basis.

b. Payment shall be full compensation for all materials, labor and equipment necessary to complete the Work specified, including placing and grading existing topsoil stockpiled during site clearing operations, mixing and adding any required amendments, seeding and mulching.

c. Work under this item may, with the Owner's concurrence, be delayed until the appropriate planting season.

37. Landscape – Plants and Planting:

b. Payment shall be full compensation for all materials, labor and equipment necessary to complete the Work specified, including watering devices, plants and mulching.

a. Work under this item may, with the Owner's concurrence, be delayed until the appropriate planting season.

38. Landscape – Warranty and Maintenance

39. Removable Bollards and Fire Pits (OFCI):

The payment shall include placement and installation of owner furnished removable bollards and fire pits, and any other required Work.

40. Grading Monuments:

41. Site Bicycle Racks:

Section 0102 12

42. Wattle Screen

43. Chain-link Fencing and Gates

b. Payment shall include full compensation for all labor, equipment,,materials and

44. Boulder Retaining Wall:

c. Payment shall include full compensation for all labor, equipment, materials and

45. Kiosk for Electrical Switchgear:

D. BID ITEMS – ELECTRICAL IMPROVEMENTS:

46. Loop C Electrical

The lump sum payment shall include all materials, equipment, and labor necessary to perform the Work as specified in the contract documents.

47. Loops L & M Electrical

Section 0102 13

48. Loops N & O Electrical

49. South Camp Lift Station Electrical

E. BID ITEMS – C LOOP RESTROOM BUILDING

50. Building Demolition:

incidentals needed to accomplish the Work as shown and described in the

51. Building Electrical Connection:

Payment shall include patch, repair, and paint associated with electrical work at the existing L and M loop restrooms. Payment shall also include new panelboards at L and M loop restrooms, as well as installation and testing.

52. Building Foundation and Slab:

Payment shall include cast-in-place concrete and concrete reinforcing related to the foundation of the C loop restroom.

Section 0102 14

53. Restroom Building Construction:

Payment shall include masonry, metals, wood, plastic and other finishes, openings, furnishings and other specialty items for the C loop restroom.

54. Restroom Building Plumbing:

55. Restroom Building Electrical:

Payment shall include all electrical work within the C loop restroom, as well as installation and testing.

56. Restroom Building Mechanical:

Payment shall include all heating, ventilation and air conditioning work for the C loop restroom, as well as installation and testing.

F. INCIDENTAL WORK

57. Disposal Fees:

a. There shall be no separate measurement and payment item for Disposal Fees.

b. Payment shall be incidental to other bid items.

Section 0102 15

58. Other Work:

a. There shall be no separate measurement and payment item for miscellaneous additional Work associated with or incidental to the Bid Items identified in this Section.

b. Refer to the Contract Documents for other scopes of Work not explicitly itemized in the Bid Items or ITB Pricing Submittal Form.

c. Payment shall be incidental to other bid items.

G. BID ALTERNATES

59. Sanitary Sewer Pressure Main Replacement (Bid Alternate):

Payment length will be measured horizontally along the center of the pipe through the fittings to the end of the pipe. Measurement length will begin 1-foot outside of the wall of the life station vault or manhole, or at pump connection point where applicable, and extend to the discharge point.

materials, equipment and labor required including but not limited to, fittings, pipe, glue, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, boring,

60. Manhole Pump Station Replacement (Bid Alternate for South Camp Lift Station):

for the construction, installation and testing of the Manhole Lift Station as shown in the Contract Documents, or as otherwise required by the equipment manufacturer(s) for a complete system.

c. Payment shall include full compensation for materials, equipment, and labor including, but not limited to, excavation, dewatering, temporary shoring, fencing, plating, subgrade preparation, bedding, geotextile fabric, concrete manhole, appurtenances, access risers, lids, piping and connections, imported aggregate backfill, anchor blocks, and miscellaneous hardware. Items not explicitly identified but required to complete this Work shall be considered incidental to this item or other items where applicable.

PART 2 – MATERIALS (not applicable)

PART 3 – EXECUTION (not applicable)

Section 0102 16

Section 01028 - 15 1

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 - 15 2

MODIFICATION PROCEDURES

1.03 PROPOSAL REQUEST

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.

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.

Section 01062 1

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

1.02 PERMITS

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

B. Owner shall obtain and pay for:

a. DEQ 1200-C Permit

b. SHPO Permit XX##

C. Contractor shall obtain and pay for all trade permits from local jurisdictions/utility providers that are necessary to complete the work.

Section 01062 2

PERMITS

Section 01090

REFERENCE STANDARDS

SECTION 01090 – REFERENCE STANDARDS

1.01 REFERENCED STANDARDS:

All Work shall conform to the issue of following referenced standards which is current at date of receipt of bids. 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

Section 01090

REFERENCE STANDARDS

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 01300

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.

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 stated 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)

PART 3 – EXECUTION

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 (if previously purchased). One copy will be returned to the Contractor. Individual sheets shall not exceed 22 inches x 34 inches. NOTE: SUBMITTALS MAY BE MADE

ELECTRONICALLY VIA EMAIL WITH PDF ATTACHMENT(S) AS

APPROVED BY PROJECT MANAGER.

2. 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.

3. Note the unique sequentially assigned number…