Attachment B Technical Specifications - Cape Lookout State Park Parkwide Improvements.pdf

Oregon Parks and

Recreation

Department

TECHNICAL SPECIFICATIONS

For

Cape Lookout State Park

Parkwide Improvements Project

Project Number: OPRIS #36327

Contract Number: 13440

Date: April 2026

Prepared by:

Oregon Parks and Recreation Department

Engineering Section

725 Summer Street NE, Suite C

Salem, Oregon 97301

KPFF Consulting Engineers

Civil/Survey

111 SW 5th Ave, Suite 2400

Portland, OR 97204

THIS PAGE INTENTIONALLY LEFT BLANK

SPECIFICATIONS

For

Cape Lookout State Park – Parkwide Improvements Project

Contract Number: 13440

PROFESSIONAL OF RECORD CERTIFICATION(S):

Seal with Signature

Divisions 1 through 16 i

Table of Contents

TABLE OF CONTENTS

PAGE

SECTION 01010 – SUMMARY OF WORK

SECTION 01019 – CONTRACT CONSIDERATIONS

SECTION 01025 – MEASUREMENT AND PAYMENT

SECTION 01028 – MODIFICATION PROCEDURES

SECTION 01062 – PERMITS

SECTION 01090 – REFERENCE STANDARDS

SECTION 01300 – PROJECT MANAGEMENT & COORDINATION

SECTION 01330 – SUBMITTALS PROCEDURE

SECTION 01350 – PROTECTION OF CULTURAL RESOURCES

SECTION 01500 – TEMPORARY FACILITIES AND CONTROLS

SECTION 01560 – ENVIRONMENTAL CONTROLS

SECTION 01570 – TRAFFIC CONTROL

SECTION 01730 – OPERATING AND MAINTENANCE INSTRUCTIONS

SECTION 02100 – SITE CLEARING

SECTION 02200 – EARTHWORK

SECTION 02220 – EARTHWORK FOR UTILITIES & VAULTS

SECTION 02240 – CONTROL OF WATER

SECTION 02250 – SHORING AND TRENCH SAFETY

SECTION 02321 – FOUNDATION STABILIZATION, PIPE ZONE AND BACKFILL

SECTION 02322 – EARTHWORK FOR ROADWAY REPAIRS

SECTION 02400 – HORIZONTAL DIRECTIONAL DRILLING

SECTION 02510 – WATER SYSTEMS

SECTION 02511 – HIGH DENSITY POLYETHYLENE (HDPE) PIPE AND FITTINGS

SECTION 02530 – SANITARY SEWER

SECTION 02700 – ASPHALTIC CONCRETE PAVING AND RESURFACING

SECTION 02765 – PAVEMENT MARKINGS

SECTION 02800 - SITE FURNISHINGS

SECTION 02910 – GENERAL LANDSCAPE AND MAINENANCE

SECTION 02920 - SOIL PREPARATION

SECTION 02930 – SEEDING

SECTION 02950 - PLANTS

SECTION 03300 – CAST-IN-PLACE CONCRETE

SECTION 04200 - MASONRY

SECTION 16010 – GENERAL ELECTRICAL PROVISIONS

SECTION 16040 – IDENTIFICATION

SECTION 16050 – BASIC ELECTRICAL MATERIALS & METHODS

SECTION 16060 – GROUNDING AND BONDING

SECTION 16210 – ENTRANCE EQUIPMENT AND METERING

SECTION 16215 – UNDERGROUND SECONDARY

Parkwide Improvements

Section 01010 - 1

SUMMARY OF WORK

SECTION 01010 – SUMMARY OF WORK

PART 1 – GENERAL

1.01 DESCRIPTION OF WORK

A. Requirements of the STATE OF OREGON GENERAL CONDITIONS FOR OPRD

CONSTRUCTION CONTRACTS (“General Conditions”) dated March 15, 2026 as modified by the Oregon Department of Justice 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:

13000 Whiskey Creek Road W

Tillamook, Oregon 97141

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:

Package 1 – Day Use Parking Improvements

1.1. Mobilization

1.2. Planning, Design & Permits

1.3. Survey – Project Stakeout

1.4. Erosion Control

1.5. Traffic Control

1.6. Demolition Clearing and Grubbing

1.7. Tree Removal & Protection

1.8. Asphalt Excavation

1.9. General Excavation and Earthwork

1.10. Rock Excavation

1.11. Over Excavation

1.12. Base Rock or Shoulder Rock

1.13. Gravel Driveway

1.14. Asphalt Paving – Leveling and Wearing Courses

1.15. Concrete Paving

1.16. Pavement Markings – Painted Striping

1.17. Pavement Markings -Thermoplastic Markings – Symbols

1.18. Standard Curb

1.19. Flush Curb

1.20. Curb Cut

1.21. Concrete Sidewalk

1.22. Asphalt Sidewalk

1.23. Precast Concrete Wheel Stops

1.24. Gravity Storm Sewer – 6 Inch

1.25. Gravity Storm Sewer – 8 Inch

1.26. 48” Manhole – Flat Top Manhole

1.27. Catch Basin

1.28. Cleanout to Grade

Section 01010 - 2

SUMMARY OF WORK

1.29. Outfall

1.30. Overflow Inlet

1.31. Stormwater – Planter

1.32. Stormwater - Facility

1.33. Stormwater – Swale

1.34. Stormwater – Culvert

1.35. Stormwater – Check Dam

1.36. Stormwater – Planter Wall

1.37. Waterline – 3/4 Inch

1.38. Waterline – 1 Inch

1.39. Waterline – Yard Hydrant

1.40. Site Electrical

1.41. Landscape – Top Soil

1.42. Landscape – Seeding

1.43. Landscape – General – Plantings

1.44. Landscape – Stone Veneer Faced Seat Wall

1.45. Landscape – Stone Paving Band

1.46. Landscape – Split Rail Fence

1.47. Landscape – Rock Steps

1.48. Bollards

1.49. Picnic Tables – Relocate

1.50. Signs - Relocate

1.51. Signs – New

1.52. Pay Station – Relocate

1.53. Pay Station – Install

1.54. Electric Car Charging Station – Relocate

1.55. Excavate, Base Preparation and Backfill for CXT Vault Toilet

Package 2 – Underground Electrical - OMITTED

Package 3 – Loop D Paving

3.1. Mobilization

3.2. Planning, Design & Permits

3.3. Survey – Project Stakeout

3.4. Erosion Control

3.5. Traffic Control

3.6. Demolition Clearing and Grubbing

3.7. Asphalt Excavation

3.8. 3” Cold Plane Pavement Removal

3.9. Base Rock or Shoulder Rock

3.10. Asphalt Paving – leveling and Wearing Courses

3.11. Pavement Markings -Thermoplastic Markings – Symbols

3.12. Precast Concrete Wheel Stops

Package 4 – Loop C & D Utilities

4.1. Mobilization

4.2. Planning, Design & Permits

4.3. Survey – Project Stakeout

4.4. Erosion Control

4.5. Traffic Control

4.6. Demolition Clearing and Grubbing

4.7. Tree Removal & Protection

Section 01010 - 3

SUMMARY OF WORK

4.8. Asphalt Excavation

4.9. Waterline – 3/4 Inch

4.10. Waterline – 1 1/2 Inch

4.11. Waterline – 3 Inch

4.12. Waterline – Yard Hydrant

4.13. Site Electrical

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

1. CXT toilet building and vaults installed by Owner, Contractor responsible for site work.

2. Electrical kiosk panels, Contractor responsible for site work and installation.

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

1. Where “Architect” or “Engineer” is used in the Contract Documents it shall mean

“Owner”.

2. Where “General Contractor” is used in the Contract Documents it shall mean

“Contractor”.

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

Darrell Monk, Senior Project Manager

Oregon Parks & Recreation Department

725 Summer St NE, Suite C

Salem, OR 97301

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

G. The Park Manager, where authority is specified in Contract Documents is:

Jason Elkins, Park Manager

Cape Lookout Management Unit

Oregon Parks and Recreation Department

13000 Whiskey Creek Road W

Tillamook, Oregon 97141

(503) 842-3182 jason.elkins@oprd.oregon.gov

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 mailto:darrell.monk@oprd.oregon.gov

Section 01010 - 4

SUMMARY OF WORK

any construction takes place or products are ordered. Report errors or inaccuracies to the

Project Manager for resolution before commencing Work.

1. 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. All or specific sections of the Park will be closed during construction.

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

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

1.05 CONTRACTOR USE OF SITE AND PREMISES

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

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

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

D. Storage of materials 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 approved by the Project Manager.

Section 01010 - 5

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

Subcontractors as required.

H. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except where indicated to be removed or altered. Repair all damage to existing facilities.

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 preconstruction meeting has been held, 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 “purchase, 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.

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.

Section 01010 - 6

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 approved by the Project Manager.

PART 2 – PRODUCTS (Not Applicable)

PART 3 – EXECUTION (Not Applicable)

END OF SECTION

Section 01019 - 7

CONTRACT CONSIDERATIONS

SECTION 01019 – CONTRACT CONSIDERATIONS

1.01 SPECIAL PROJECT REQUIREMENTS

A. The Park will be closed to the public for the duration of construction. Sections of the Park may open if construction is complete and accepted in those areas. The Contractor shall erect barricades and signage to prevent public access in the construction site and provide for 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 noncompliance 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.

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

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

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

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

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

Work.

E. Contractor shall notify the Project 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.

Section 01019 - 8

CONTRACT CONSIDERATIONS

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

1.02 EXISTING UTILITIES

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

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

C. Comply with Oregon Administrative Rules Chapter 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 approved 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.

Section 01019 - 9

PART 2 – PRODUCTS (Not Applicable)

PART 3 – EXECUTION (Not Applicable)

Section 01019 - 10

Section 01025 - 11

MEASUREMENT AND PAYMENT

SECTION 01025 – MEASUREMENT AND PAYMENT

1.01 SUMMARY

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

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

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

Measurements for Work Items are detailed in this Section.

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

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

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

Solicitation for the various appurtenant items of Work.

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

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

Change Orders.

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

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

Disposal Fees. Payment shall be incidental to other bid items.

1. Material and debris generated by the Work shall be disposed of off-site in a legal manner unless otherwise noted in the Contract Documents.

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

Payment shall be incidental to other bid items.

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

H. 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.

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.

1. 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.

Section 01025 - 12

MEASUREMENT AND PAYMENT

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

a. Licensed by the Oregon Department of Agriculture;

b. Technically suitable for weighing the materials;

c. Properly installed and maintained; and

d. Accurate to the required tolerances.

3. 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.

A. BID ITEMS – PACKAGE 1 – DAY USE PARKING IMPROVEMENTS:

1.1 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, 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, 100% of the amount bid for Mobilization, or 5% of

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.

1.2 Planning, Design & Permits:

basis. The amount to be allowed for Planning, Design & Permits in the partial payment to be made under the Contract will be as follows:

other items, 50% of the amount bid for Planning, Design and

Permits, or 2.5% of the original Contract amount, whichever is the least, will be paid.

other items, 100% of the amount bid for Planning, Design and

Section 01025 - 13

MEASUREMENT AND PAYMENT

Permits, or 5% of the original Contract amount, whichever is the least, will be paid.

amount bid for Planning, Design and Permits in excess of 5% of the total original Contract amount will be paid.

b. The above schedule of progress payments for Planning, Design and

Permits shall not limit or preclude progress payments otherwise provided by the Contract.

1.3 Survey – Project Stakeout:

b. The Contractor shall provide all survey and staking as needed to implement the design and to identify wetland areas. Contractor is responsible for control.

1.4 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.

1.5 Traffic Control:

basis. 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, less normal retainage.

1.6 Demolition, Clearing, and Grubbing:

b. The Work shall include all material, equipment, incidentals, and labor necessary to accomplish the work as shown on the Contract Documents or as located in the field, including, but not limited to, excavation, stump and root removal, and disposal of material in a legal manner off-site unless otherwise noted in the Contract Documents.

1.7 Tree Removal and Protection:

Section 01025 - 14

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

b. The Work shall include all material, equipment, incidentals, and labor necessary to accomplish the work as shown on the Contract Documents or as located in the field, including, but not limited to, excavation, and disposal of material off-site in a legal manner.

c. No trees shall be removed unless noted in Contract Documents or approved by Project Manager.

1.8 Asphalt Excavation:

a. Measurement and payment for this bid item shall be based on a per square foot 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 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 approved by Project Manager, they shall be paid as General Excavation and Earthwork.

1.9 General Excavation and Earthwork:

a. Measurement and payment for this bid item shall be made on a cubic yard in place basis (or on a lump sum basis if indicated on the ITB

Pricing Submittal Form in the ITB) for all material moved or removed to the lines and grades shown on the Contract Documents and as approved by the Project Manager.

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 approved 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.

1.10 Rock Excavation:

yard-in-place basis to the nearest 0.10 yard.

Section 01025 - 15

b. This item is to account for extra cost associated with rock excavation.

Normal excavation costs shall be associated with the appropriate item.

c. The volume shall be calculated using the standard trench, vault or structure width, length and depth of rock excavation to the standard trench, vault or structure depths as shown on the Plans.

d. Constructed in place items and tanks shall have a standard dimension equal to the outside overall designed dimension plus 2 feet minimum plus any required spacing for tanks or vaults. Standard depth will be depth required to allow the installation as designed plus bedding or base rock depth.

e. Measurements shall be performed using neat vertical lines. The depth of rock excavation if require shall be from the bottom of the common excavation to the bottom of the standard depth (foundation) identified on the Project Plans.

f. Payment shall include full compensation for Rock Excavation required to construct sanitary sewers, manholes, building foundations and other miscellaneous and associated structures and required appurtenances. No payment will be made for Rock Excavation except as approved and approved by the Project Manager, before Rock Excavation begins.

Payment includes compensation for excavation to line and grade, hauling, and legal disposal of rock material.

1.11 Over Excavation:

yard-in-place basis to the nearest 0.10 yard.

b. This item is to account for extra cost associated with over excavation.

Normal excavation costs shall be associated with the appropriate item.

c. The volume shall be calculated by the additional excavation required as identified in field by the geotechnical engineer.

d. Measurements shall be performed using neat vertical lines. The depth of over excavation shall be from the bottom of the common excavation to the bottom of the standard depth as identified by the geotechnical engineer.

e. Payment shall include full compensation for over excavation as directed in the field by the geotechnical engineer.

1.12 Base Rock or Shoulder Rock:

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

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

Section 01025 - 16

MEASUREMENT AND PAYMENT

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 approved by the

Project Manager.

1.13 Gravel Driveway

b. Work includes providing the labor, equipment, materials and incidentals needed to furnish and install the base rock or shoulder rock in

1.14 Asphalt Paving - Leveling and Wearing Courses:

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

b. Work shall include installing all pavement overlay including pre-leveling and tack coat (as needed) as approved by Project Manager.

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

Asphalt Paving - Wearing and Leveling Courses Combined.

d. 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.

1.15 Concrete Paving:

a. Measurement and payment for this bid item shall be made on a Cubic

Yard. The quantities for payment shall be calculated from weight tickets

b. Work shall include installing all concrete paving as shown on the plans including pre-leveling, reinforcement, forms, jointing, spacing, filling, base rock, and finishes and any other required items as shown in the contract documents.

c. All concrete paving outside the Project limits, damaged as a result of the

1.16 Pavement Markings – Painted Striping:

Section 01025 - 17

MEASUREMENT AND PAYMENT

b. Work includes providing the labor, equipment, materials and incidentals needed to furnish and install the pavement markings including but not limited to striping for parking stalls in conformance with the Contract

Documents and as approved by the Project Manager.

1.17 Pavement Markings – Thermoplastic Markings - Symbols:

a. Measurement and payment for this bid item shall be made on an each needed to furnish and install the pavement symbols including but not limited to crossings, ADA stall symbols, legends and no parking areas in

1.18 Standard Curb:

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

b. Work includes providing all labor, equipment, materials and incidentals needed to furnish and install the extruded curb and concrete curb ending in conformance with the Contract Documents and as approved by the

1.19 Flush Curb:

1.20 Curb Cut:

a. Measurement and payment for this bid item shall be made on a per each basis. The payment shall include all Portland concrete placement, reinforcement, forms, base rock, riprap, base shaping, expansion joint material, and any other required items indicated in the Contract

Documents.

Section 01025 - 18

1.21 Concrete Sidewalk:

a. Measurement and payment for this bid item shall be made on a square reinforcement, forms, base rock, base shaping, expansion joint material, handicap ramps, detectable warning, and any other required items indicated in the Contract Documents.

needed to furnish and install the concrete curb in conformance with the

Contract Documents and as approved by the Project Manager.

1.22 Asphalt Sidewalk:

place basis. The payment shall include all cleaning of existing pavement, base rock, tack, any necessary spot repair, and placement.

needed to furnish and install the asphalt sidewalk in conformance with the Contract Documents and as approved by the Project Manager.

1.23 Precast Concrete Wheel Stops:

a. Measurement and payment for this bid item shall be made on a each installed basis. The payment shall include all cleaning of existing pavement, dowels, anchoring, and placement.

needed to furnish and install the precast concrete wheel stops in

1.24 Gravity Storm Sewer – 6” Inch:

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 pipe 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 connection point of a larger diameter pipe or other discharge or connection point as shown in the

Contract Documents.

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, 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, dewatering and all other Work required for a complete system.

Section 01025 - 19

1.25 Gravity Storm Sewer – 8” Inch:

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 a connected structure and extend to the connection point of a larger diameter pipe or other discharge or connection point as shown in the compensation for all 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

1.26 48” Manhole – Flat Top Manhole:

installed in place 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.

1.27 Catch Basin:

the proposed catch basin(s) as shown in the Contract Documents.

shoring, fencing, plating, subgrade preparation, bedding, geotextile fabric, concrete manhole, appurtenances, access risers, lids, piping and connections, imported aggregate backfill and miscellaneous hardware.

1.28 Cleanout to Grade:

Section 01025 - 20

MEASUREMENT AND PAYMENT

a. Measurement and payment for this bid item shall be made on an each the proposed cleanout(s) as shown in the Contract Documents.

shoring, fencing, plating, subgrade preparation, bedding, geotextile fabric, concrete manhole, appurtenances, access risers, lids, piping and connections, imported aggregate backfill and miscellaneous hardware.

1.29 Outfall:

a. Measurement and payment for this bid item shall be made an each the proposed outfall(s) as shown in the Contract Documents.

shoring, fencing, plating, subgrade preparation, bedding, geotextile fabric, concrete manhole, appurtenances, access risers, lids, piping and connections, imported aggregate backfill and miscellaneous hardware.

1.30 Overflow Inlet:

a. Measurement and payment for this bid item shall be made an each the proposed Overflow Inlet(s) as shown in the Contract Documents.

shoring, fencing, plating, subgrade preparation, bedding, geotextile fabric, concrete manhole, appurtenances, access risers, lids, piping and connections, imported aggregate backfill and miscellaneous hardware.

1.31 Stormwater - Planter:

foot basis for the construction, installation and testing, of the proposed

Planter(s) as shown in the Contract Documents.

shoring, subgrade preparation, bedding, geotextile fabric, drainage fabric, ¼”-NO.10 Angular Aggregate, Bioretention Soil Media, Course

Compost, perforated pipe, access cleanout, fittings, miscellaneous hardware. Items not explicitly identified but required to complete this

Section 01025 - 21

MEASUREMENT AND PAYMENT

Work shall be considered incidental to this item or other items where applicable.

1.32 Stormwater - Facility:

Facility(s) as shown in the Contract Documents.

shoring, subgrade preparation, bedding, geotextile fabric, drainage fabric, ¼”-NO.10 Angular Aggregate, Bioretention Soil Media, Course

Compost, perforated pipe, access cleanout, fittings, miscellaneous hardware. Items not explicitly identified but required to complete this

Work shall be considered incidental to this item or other items where applicable.

1.33 Stormwater - Swale:

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

shoring, subgrade preparation, bedding, planting media, 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.

1.34 Stormwater - Culvert:

Planter(s) as shown in the Contract Documents.

shoring, subgrade preparation, bedding, geotextile fabric, drainage fabric, Rip Rap Protection, mitered outfall, mitered inlet with trash rack, 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.

1.35 Stormwater – Check Dam:

the proposed Planter(s) as shown in the Contract Documents.

Section 01025 - 22

MEASUREMENT AND PAYMENT

b. Payment shall include full compensation for materials, equipment, and labor including, but not limited to, excavation, dewatering, temporary shoring, subgrade preparation, bedding, concrete blocks, rot resistant material such as cedar or concrete, 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.

1.36 Stormwater – Planter Wall:

needed to furnish and install the planter wall in conformance with the

1.37 Waterline - ¾ inch:

centerline of the waterline through the fittings from beginning to ending points of the pipe.

compensation for all 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

1.38 Waterline - 1 inch:

compensation for all 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

1.39 Waterline – Yard Hydrant:

Section 01025 - 23

MEASUREMENT AND PAYMENT

a. Measurement and payment for this bid item shall be made on an each installed in place basis. Payment will be measured by installed in place according to the Contract Documents.

b. Payment will be provided per each 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, 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, dewatering, temporary shoring and all other Work required for a

1.40 Site Electrical:

basis for the construction, testing, and startup of electrical power, and controls for the proposed Work as indicated in the Plans and

Specification, and as otherwise required by the equipment manufacturer(s). Campsite Pedestals shall be furnished by owner and contractor installed.

b. Measurement and payment for this bid item to up to within five feet of buildings and other structures and all electrical Work required for the operation of utilities such as campsite pedestals, pump stations, site lighting, telecommunication systems, etc., including boring, excavation, trenching, dewatering and backfill and any other Work required for a

c. Payment shall include full compensation for all labor, equipment, fees and materials necessary to complete the Work as shown and described in the Contract Documents.

1.41 Landscape - Top Soil:

yard basis. The quantities for payment shall be calculated from truck tickets collected at the job site.

needed to furnish and install the top soil in conformance with the

1.42 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.

Section 01025 - 24

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

1.43 Landscape – General - Plantings:

and grading existing topsoil stockpiled during site clearing operations, importing additional top soil, mixing and adding any required amendments, plants and mulching.

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

1.44 Landscape – Stone Veneer Faced Seat Wall:

basis. The payment shall include all Portland concrete placement for the concrete wall and footing, rebar reinforcement, forms, aggregate base, base shaping, expansion joint material, grout, stone veneer, isolation joint, weep holes, ties and any other required items indicated in the and grading compacted subgrade and aggregate base, placing rebar, concrete wall and footing, mortar joint, jointing, corrugated metal ties, stone veneer and miscellaneous portions of work.

1.45 Landscape – Stone Paving Band:

basis. The payment shall include all Portland concrete placement for the concrete slab, forms, aggregate base, base shaping, expansion joint material, grout, stone paver, isolation joint, ties and any other required items indicated in the Contract Documents.

and grading compacted subgrade and aggregate base, concrete slab, mortar joint, jointing, ties, stone paver and miscellaneous portions of

1.46 Landscape – Split Rail Fence:

basis. The payment shall include all excavation, subgrade compaction, Section 01025 - 25

MEASUREMENT AND PAYMENT

aggregate base footing, untreated cedar posts, cedar rails, connections, equipment necessary to complete the Work specified, including excavation, subgrade compaction, aggregate base footing, untreated cedar posts, cedar rails, connections and miscellaneous portions of work.

1.47 Landscape – Rock Steps:

basis. The payment shall include all excavation, leveling, compaction, base course, mortar base, stone stair, crushed rock paving, and any other required items indicated in the Contract Documents.

equipment necessary to complete the Work specified, including excavation, leveling, compaction, base course, mortar base, stone stair, crushed rock paving, and miscellaneous portions of work.

1.48 Bollards:

basis. The payment shall include excavation, compaction, concrete, forms, sleeve, bollard insert, post with metal dome top, lock, and any other required Work.

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

1.49 Picnic Tables – Relocate:

basis. The payment shall include salvage for reuse of the existing picnic table boards and concrete pylons, the removal of the existing AC pads, the creation of new picnic table pads, the installation of the salvaged pylons and seat boards, the installation of new table tops, and any other required Work.

1.50 Signs – Relocate:

basis. The payment shall include salvaging the existing mounting posts, signs, and backing boards, and reinstalling them in the new location shown on the Plans.

Section 01025 - 26

1.51 Signs – New:

basis. The payment shall include excavation, backfill, mounting posts and signs at locations shown on the Plans.

Detail and materials necessary to complete the Work.

1.52 Pay Station - Relocate:

basis. The payment shall include salvaging the existing pay station, connections, and wiring, and reinstalling them in the new location shown on the Plans.

1.53 Pay Station - Install:

basis. The payment shall include installing the owner furnished pay station and purchasing and installing any connections and wiring or other necessary materials to complete the Work in the new location shown on the Plans.

1.54 Electric Car Charging Station - Relocate:

basis. The payment shall include salvaging the existing electric car charger, connections, and wiring, and reinstalling them in the new location shown on the Plans.

1.55 Excavate, Base Preparation and Backfill for CXT Vault Toilet:

basis. The payment shall include excavation for the vault toilet, installation of bedding material, leveling course, base aggregate, backfill and dewatering for preparation of the installation of the building at the location shown on the Plans and per the CXT specifications.

B. BID ITEMS – PACKAGE 2 – UNDERGROUND ELECTRICAL – OMITTED

Section 01025 - 27

C. BID ITEMS – PACKAGE 3 – LOOP D PAVING:

3.1 Mobilization:

3.2 Planning, Design & Permits:

3.3 Survey – Project Stakeout:

Section 01025 - 28

3.4 Erosion Control:

3.5 Traffic Control:

3.6 Demolition, Clearing, and Grubbing:

or as located in the field, including, but not limited to, excavation, stump

3.7 Asphalt Excavation:

the field, including, but not limited to, excavation, and disposal of material at a Oregon Department of Environmental Quality (“DEQ”)

Section 01025 - 29

3.8 3” Cold Plane Pavement Removal:

the field, including, but not limited to, excavation, and disposal of material at a Oregon Department of Environmental Quality (“DEQ”)

3.9 Base Rock or Shoulder Rock:

needed to furnish and install the base rock or shoulder rock in

3.10 Asphalt Paving - Leveling and Wearing Courses:

place basis to the nearest 0.01 ton. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. Work shall include installing all pavement overlay including pre-leveling and tack coat (as needed) as approved by Project Manager.

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

Asphalt Paving - Wearing and Leveling Courses Combined.

d. All pavement outside the Project limits, damaged as a result of the

3.11 Pavement Markings – Thermoplastic Markings - Symbols:

needed to furnish and install the pavement symbols including but not

Section 01025 - 30

MEASUREMENT AND PAYMENT

limited to crossings, ADA stall symbols, legends and no parking areas in

3.12 Precast Concrete Wheel Stops:

a. Measurement and payment for this bid item shall be made on a each installed basis. The payment shall include all cleaning of existing pavement, dowels, anchoring, and placement.

needed to furnish and install the precast concrete wheel stops in

D. BID ITEMS – PACKAGE 4 – LOOP C & D UTILITIES

4.1 Mobilization:

4.2 Planning, Design & Permits:

Section 01025 - 31

MEASUREMENT AND PAYMENT

4.3 Survey – Project Stakeout:

4.4 Erosion Control:

4.5 Traffic Control:

4.6 Demolition, Clearing, and Grubbing:

or as located in the field, including, but not limited to, excavation, stump

4.7 Tree Removal and Protection:

Section 01025 - 32 sum.

b. The Work shall include all material, equipment, incidentals, and labor necessary to accomplish the work as shown on the Contract Documents or as located in the field, including, but not limited to, excavation, and disposal of material off-site in a legal manner.

c. No trees shall be removed unless noted in Contract Documents or approved by Project Manager.

4.8 Asphalt Excavation:

the field, including, but not limited to, excavation, and disposal of material at a Oregon Department of Environmental Quality (“DEQ”)

4.9 Waterline – 3/4 inch:

compensation for all 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

4.10 Waterline – 1-1/2 inch:

Section 01025 - 33

MEASUREMENT AND PAYMENT

compensation for all 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

4.11 Waterline – 3 inch:

compensation for all 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, dewatering, temporary shoring and all other Work required for a

4.12 Waterline – Yard Hydrant:

installed in place basis. Payment will be measured by installed in place according to the Contract Documents.

b. Payment will be provided per each 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, 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, dewatering, temporary shoring and all other Work required for a

4.13 Site…