Attachment A Technical Specifications~10.pdf

Oregon Parks and Recreation

Department

TECHNICAL SPECIFICATIONS

For

Beverly Beach State Park Utility System

Improvements

Project Number: OPRIS #27285, 36584 Contract Number: #10088

April 2023

Prepared by:

Oregon Parks and Recreation Department Engineering Section

725 Summer Street NE, Suite C Salem, Oregon 97301

THIS PAGE INTENTIONALLY LEFT BLANK

SPECIFICATIONS

Beverly Beach State Park Utility System Improvements at

Contract Number: #9226

PROFESSIONAL OF RECORD CERTIFICA TION(S):

Seal with Signature Divisions 1 through 11

SPECIFICATIONS

Beverly Beach State Park Utility System Improvements at

Contract Number: #9226

PROFESSIONAL OF RECORD CERTIFICATION(S):

Seal with Signature Divisions 13 and 16 bperry Digital - Stamp 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 – SUBMITTALS PROCEDURE

SECTION 01350 – PROTECTION OF CULTURAL RESOURCES

SECTION 01560 – ENVIRONMENTAL CONTROLS

SECTION 01570 – TRAFFIC CONTROL

SECTION 01730 – OPERATING AND MAINTENANCE INSTRUCTIONS

SECTION 02050 – TREE PROTECTION & PRESERVATION DURING CONSTRUCTION

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 02400 – HORIZONTAL DIRECTIONAL DRILLING

SECTION 02510 – WATER SYSTEMS

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

SECTION 02512 – PEX DOMESTIC WATER PIPING

SECTION 11750 – SUBMERSIBLE SEWAGE PUMPS AND CONTROL SYSTEM

SECTION 11751 – PUMP STATION WET WELL SYSTEM

SECTION 11752 – VALVE VAULTS, PUMP DISCHARGE PIPING, & FITTINGS

SECTION 13410 - MEASUREMENT AND CONTROL INSTRUMENTATION MATERIALS AND

METHODS

SECTION 13490 - MEASUREMENT AND CONTROL COMMISSIONING

SECTION 16000 - GENERAL PROVISIONS

SECTION 16057 – ELECTRICAL SYSTEMS ANALYSIS

SECTION 16060 - GROUNDING AND BONDING

SECTION 16070 - HANGERS AND SUPPORTS

SECTION 16075 - ELECTRICAL AND CONTROL IDENTIFICATION

SECTION 16080 - ELECTRICAL TESTING

SECTION 16095 - MINOR ELECTRICAL DEMOLITION

SECTION 16121 - 600 VOLT CONDUCTORS AND CABLES

SECTION 16131 - CONDUIT AND FITTINGS

SECTION 16135 - BOXES AND ENCLOSURES

SECTION 16140 - WIRING DEVICES

SECTION 16150 - WIRING CONNECTIONS

SECTION 16210 - ELECTRICAL UTILITY SERVICES

SECTION 16410 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS

SECTION 16440 - PANELBOARDS

SECTION 16512 - EXTERIOR LUMINARIES

Beverly Beach State Park Utility System 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 Public Improvement Contracts” January 2012 edition as amended by ITB 10088 Exhibit 7, Supplemental General Conditions apply to the Technical Specifications and Plans for this Project.

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

1. Beverly Beach 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:

1. Site preparation and demolition.

2. Construction of water, sewer and electrical utilities.

D. Specific items furnished by Owner:

1. Pump Station C Package as specified in Sections 11750 and 11751 Including:

a. Submersible Pumps

b. Pump Discharge Connection

c. Pump Lifting Handle

d. Upper Guide Bar Bracket

e. Pump Removal System

f. Pump Control System

g. Pump Control System Components

h. Wetwell Top Plate and Hatch.

2. Kiosk structures as shown on the drawing C5.1.

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:

Rob Morris, PE Oregon Parks & Recreation Department 725 Summer St NE, Ste. C Salem, OR 97301 Phone: (503) 510-7531 Email: rob.morris@oprd.oregon.gov

Section 01010 - 2

SUMMARY OF WORK

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).

Section 01010 - 3

SUMMARY OF WORK

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 provided by the Owner.

1.09 CUTTING

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

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

Section 01010 - 4

SUMMARY OF WORK

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.

END OF SECTION

Section 01019 - 5

CONTRACT CONSIDERATIONS

SECTION 01019 – CONTRACT CONSIDERATIONS

1.01 SPECIAL PROJECT REQUIREMENTS

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

Section 01019 - 6

CONTRACT CONSIDERATIONS

I. All changes to normal traffic patterns must be clearly explained in the Traffic Control Plan and approved by the Project Manager.

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

1.02 EXISTING UTILITIES

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

B. Utilities damaged by Contractor’s activities shall be reestablished, to the satisfaction of the 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.

Section 01019 - 7

CONTRACT CONSIDERATIONS

C. 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.

1.05 CULTURAL RESOURCES

A. The proposed Work area is in a potential area containing cultural resources. Specific locations with ground disturbing activities will require monitoring by a licensed Archeologist. The Owner will coordinate and pay for the monitor. Contractor shall coordinate ground disturbing work with the Project Manager. See Section 01350 for more details.

PART 2 – MATERIALS (Not Applicable)

PART 3 – EXECUTION (Not Applicable)

Section 01025 - 8

MEASUREMENT AND PAYMENT

SECTION 01025 – MEASUREMENT AND PAYMENT

1.01 DESCRIPTION

A. All Payments shall be as provided in the State of Oregon General Conditions for Public Improvement Contracts. References to other documents in the Plans and in the Specifications, such as ODOT and ODOT/APWA are not intended to include references to measurement and payment that may exist in those other documents. Specific Measurements for Work Items are detailed in this Specification Section 01025.

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

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

Solicitation, and all costs therefore shall be included in the prices named in the Solicitation for the various appurtenant items of Work.

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

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

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

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

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

1.02 BID ITEMS, MEASUREMENT AND PAYMENT

(NOTE: 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 - SITE RELATED:

A1 Permits and Mobilization:

a. Measurement and payment for permits and mobilization 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:

Section 01025 - 9

MEASUREMENT AND PAYMENT

b. 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.

c. When 10% of the total original Contract amount is earned from other items, 100% of the amount bid for Mobilization, or 5% of the original Contract amount, whichever is the least, will be paid.

d. 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.

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

A2 Erosion Control:

a. Measurement and payment for erosion control shall be made on a lump sum basis.

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.

A3 Traffic Control:

a. Measurement and payment for traffic control shall be made on a lump sum 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.

A4 Saw Cutting and Asphalt Removal:

a. Measurement and payment for saw cutting and asphalt removal shall be based on a per lineal 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 saw cut the edges of asphalt trenches and remove existing asphalt at locations shown on the Plans or as located in the field, including, but not limited to, saw cutting, 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

c. If base materials are required to be excavated below asphalt surface, as directed by Project Manager, they shall be paid as part of the trench

Section 01025 - 10

MEASUREMENT AND PAYMENT

excavation and backfill pay items.

A5 Trench Excavation and Backfill – water only, or electrical only:

a. Measurement and payment for trench excavation and backfill – water only, or electrical only, shall be made on a lineal foot basis listed on the ITB for all excavation and backfill for trenches with a single waterline or for trenches with only electrical conduit in accordance with Detail 1 Sheet C6.1. Length will be measured horizontally along pipe actually installed without deducting for fittings and appurtenances.

b. This item shall include the backfill compaction testing.

c. 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.

d. Payment for the trench excavation and backfill between the mainline and campsite water services or hose bibs shall be measured from the mainline to the isolation valve box. All work between the isolation valve box and the campsite pedestal or hose bib shall be included in the unit price item for the campsite pedestal and hose bib respectively.

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

A6 Trench Excavation and Backfill – water and electrical:

a. Measurement and payment for trench excavation and backfill – water and electrical shall be made on a lineal foot basis listed in the Contract Documents for all excavation and backfill for trenches that include a waterline and non-utility-company electrical conduits in accordance with Detail 2 Drawing C6.1. Length will be measured horizontally along pipe actually installed without deducting for fittings and appurtenances.

to the isolation valve box. All work between the isolation valve box and

A7 Trench Excavation and Backfill – water, electrical, primary power:

a. Measurement and payment for trench excavation and backfill – water, electrical, primary power, shall be made on a lineal foot basis listed in the Contract Documents for all excavation and backfill for trenches that include

Section 01025 - 11

MEASUREMENT AND PAYMENT

a waterline and non-utility-company electrical conduits, and utility company electrical conduit in accordance with Detail 4 Drawing C6.1. Length will be measured horizontally along pipe actually installed without deducting for fittings and appurtenances.

to the isolation valve box. All work between the isolation valve box and

A8 Trench Excavation and Backfill – campsite service lateral:

a. Measurement and payment for trench excavation and backfill – campsite service lateral, shall be made on a lineal foot basis listed in the Contract Documents for all excavation and backfill for trenches required to install the campsite water and electrical service laterals in accordance with Detail 3 Drawings C6.1. Length will be measured horizontally along pipe actually installed without deducting for fittings and appurtenances.

to the isolation valve box. All work between the isolation valve box and

A9 Rock Excavation:

a. Measurement and payment for rock excavation shall be made on a cubic yard-in-place basis to the nearest 0.10 yard. This price shall apply whether such rock excavation consists of small isolated segments, large segments or the entire trenchline.

Section 01025 - 12

MEASUREMENT AND PAYMENT

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 in the Contract Documents.

d. Measurements shall be performed using neat vertical lines. The depth of rock excavation if required shall be from the bottom of the common excavation to the bottom of the standard depth (foundation) identified In the Contract Documents.

e. Payment shall include full compensation for Rock Excavation required to construct pipelines, manholes, building foundations and other miscellaneous and associated structures and required appurtenances. No payment will be made for Rock Excavation except as directed 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.

A10 Trench Foundation Stabilization:

a. Measurement and payment for Trench Foundation stabilization to be paid for on a cubic yard basis for all trench foundation stabilization..

Length and width will be measured horizontally along foundation stabilization material actually installed. Payment to include all costs for material removed and disposed of off site, and backfill material placed as specified. Cubic yard price shall apply whether such foundation stabilization consists of small isolated segments, large segments or the entire trenchline.

b. Depth measured to be actual depth installed below bottom of bedding.

The average depth will be used with measurement intervals of 25 feet along centerline of trench.

c. No payment will be made for unauthorized foundation stabilization. Unless otherwise approved in writing by the Project Manager.

A11 Asphalt Trench Patching

a. Measurement and payment for asphalt trench patching shall be made on a lineal foot basis for all asphalt trench patching. Length will be measured horizontally along length of the trench patch.

b. This item shall include trench preparation, asphalt placing, compaction, compaction testing, and sand sealing of the joints.

A12 Electrical Conduit Installed by Horizontal Directional Drilling:

a. Measurement and payment for electrical conduit installed by horizontal

Section 01025 - 13

MEASUREMENT AND PAYMENT

directional drilling shall be made on a lineal foot basis for the actual length of conduit installed by horizontal directional drilling.

b. Payment for this item will only be made after the electrical conductors are installed in the conduit and the contractor demonstrates adequate continuity of the conductors.

c. Work includes providing the labor, equipment, materials and incidentals needed to furnish and install the conduit by horizontal directional drilling where shown in the Contract Documents.

d. Horizontal directional drilling shall only be permitted where specifically noted in the Contract Documents. No payment will be made for unauthorized horizontal directional drilling unless otherwise approved in writing by the Project Manager

A13 Water Piping & Fittings, Installed (4” HDPE)

a. Measurement and payment for water piping & fittings, installed (4” HDPE) shall be made on a linear foot basis listed in the Contract Documents for 4 inch HDPE waterlines. Payment length will be measured horizontally along the centerline of the waterline through the fittings from beginning to ending points of the pipe. No separate payment for fittings will be made unless otherwise noted in the Contract Documents.

b. Payment shall provide full compensation for all materials, equipment and labor required including but not limited to, fittings, pipe, joints, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, and all other Work required for a complete system. .Payment for the water piping and fittings to the campsite water services and to the hose bibs shall be measured from the mainline to the isolation valve box.

c. All work between the isolation valve box and the campsite pedestal or hose bib shall be included in the unit price item for the campsite pedestal and hose bib respectively. (Pricing Submittal lines 20 or 21)

A14 Water Piping & Fittings, Installed (2” HDPE)

a. Measurement and payment for water piping & fittings, installed (2” HDPE) shall be made on a linear foot basis listed in the Contract Documents for 2 inch HDPE waterlines. Payment length will be measured horizontally along the centerline of the waterline through the fittings from beginning to ending welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, and all other Work required for a complete system. .Payment for the water piping and

Section 01025 - 14 and hose bib respectively. (PRICING LINES 20 OR 21)

A15 Water Piping & Fittings, Installed (1” HDPE)

a. Measurement and payment for water piping & fittings, installed (1” HDPE) shall be made on a linear foot basis listed in the Contract Documents for 1 inch HDPE waterlines. Payment length will be measured horizontally along the centerline of the waterline through the fittings from beginning to ending welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, and all other Work required for a complete system. .Payment for the water piping and and hose bib respectively. (Pricing Lines 20 or 21)

A16 Water Piping & Fittings, Installed (3/4” HDPE)

a. Measurement and payment for water piping & fittings, installed (3/4” HDPE) shall be made on a linear foot basis listed in the Contract Documents for 3/4 inch HDPE waterlines. Payment length will be measured horizontally along the centerline of the waterline through the fittings from beginning to ending welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, and all other Work required for a complete system. .Payment for the water piping and and hose bib respectively. (Pricing Lines 20 or 21)

A17 & A18 Mainline Valves:

a. Measurement and payment for mainline valves shall be paid on a per

Section 01025 - 15

MEASUREMENT AND PAYMENT

each basis for the size of valve listed in the Contract Documents (complete with valve box and cover). (Payment for the gate valves on the branch of the mainline tee for the fire hydrants shall be included in the unit price for the fire hydrant assemblies as noted in Item A19).

A19 Fire Hydrant Assembly:

a. Measurement and payment for fire hydrant assembly to be made on a per each bases. Payment for each fire hydrant assembly shall include hydrant, pipe between the mainline and the hydrant, gate valve on the branch of the mainline tee, fittings, mainline tee, thrust blocking and all appurtenances. The gate valve on the branch side of the mainline tee shall be included in this item. No separate payment will be made for the fire hydrant gate valve under the Mainline Valves bid item.

A20 Campsite Service Pedestal - Water & Electric Services:

a. Measurement and payment for campsite water and electric services shall be made on a per each basis and shall include complete compensation for excavation and backfill beyond the campsite isolation valve box, installation of the campsite water and electrical pedestal including the water shroud, concrete pad, installation of campsite water isolation valve and valve box, installation of all waterline piping, fittings, valves, and appurtenances between the isolation valve box and the hose bib.

b. Work includes providing all labor, equipment, materials and incidentals needed to provide a complete installation furnish in conformance with the Contract Documents.

A21 Campsite Water-only services and Hose Bib Stations:

a. Measurement and payment for water services for campsites without electrical and for hose bib stations not associated with a specific campsite shall be made on a per each basis and shall include complete compensation for excavation and backfill beyond the isolation valve box, installation of the isolation valve and valve box, the mounting post, above grade piping, hose bib, drain rock and border, installation of all waterline piping, fittings, valves, and appurtenances between the isolation valve box and the hose bib.

needed to provide a complete installation furnish in conformance with the Contract Documents.

A22 Bollards:

a. Measurement and payment for bollards shall be made on a per each basis. The payment shall include all excavation, concrete, pipe, painting, and appurtenances for a complete bollard installation in conformance with the Contract.

A23 ADA Accessible Path Reconstruction:

Section 01025 - 16

a. Measurement and payment for ADA accessible path reconstruction shall be made on a lineal foot basis for the actual length of pathway installed in the field. The payment shall include complete compensation for all fine grading, furnishing and installing the boards for the borders, crushed rock, and compaction.

needed to furnish and install the ADA pathway in conformance with the Contract Documents.

A24 Miscellaneous Crushed Rock Fill for Electrical Pads:

a. Measurement and payment for miscellaneous crushed rock fill for electrical pads shall be made on a per ton basis. 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 crushed rock pads for the construction of the kiosks in conformance with the Contract Documents. All other imported crushed rock required for the project shall be considered incidental for which no separate payment will be made.

A25 Sewer Pump Station C Civil and Mechanical Improvements:

a. Measurement and payment for pump station C civil and mechanical improvements this bid item shall be made on a lump sum basis for the construction of Pump Station C, and shall include all demolition, civil, structural, mechanical, as well as the specified startup and testing services required for the complete installation of the Pump Station C improvements in accordance with the Contract Documents. The pump station equipment listed in Section 01010.1.01.D will be Owner-furnished, contractor installed.

A26-A38 Electrical System Improvements: (ALL ELECTRICAL IMPROVEMENTS)

a. Measurement and payment for electrical system improvements will be paid on a lump sum basis for the individual line items listed in the Contract Documents and shall include all construction, testing, and startup of electrical power, and controls for the electrical system improvement as described in the Contract Documents.

b. For the line items that include electrical kiosks, this work shall include complete compensation for the installation of the concrete footings and kiosk structure for each of the kiosks shown on the plans. As noted in Section 01010.1.01.D, the Kiosk Structure will be owner-furnished, contractor installed.

PART 2 – MATERIALS (not applicable)

Section 01025 - 17

PART 3 – EXECUTION (not applicable)

Section 01028 - 18

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 - 19

MODIFICATION PROCEDURES

1.03 PROPOSAL REQUEST

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

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

2. Provide a detailed itemization of the costs to the degree necessary for evaluation by the Project Manager. Indicate if a change to the Contract Period is warranted.

B. Maintain current and accurate Proposal Request log.

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

Section 01062 - 20

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” of the Contract for supplemental or additional permit requirements.

Section 01062 - 21

PERMITS

Section 01090 - 22

REFERENCE STANDARDS

SECTION 01090 – REFERENCE STANDARDS

PART 1 – GENERAL

1.01 REFERENCED STANDARDS:

All Work shall conform to the issue of following referenced standards which is current on the Contract Effective Date. Whenever the following abbreviations are used in these Contract Documents, they are to be construed the same as follows:

AA Aluminum Association AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute ACM American Construction Manual AISC American Institute of Steel Construction ANSI American National Standards Institute APA American Plywood Association APWA American Public Works Association ASHRAE American Society of Heating, Refrigerating and Air-Conditioning

Engineers ASTM American Society for Testing and Materials AWPA American Wood Preservers' Association AWS American Welding Society AWWA American Water Works Association CRSI Concrete Reinforcing Steel Institute FM Factory Mutual FS Federal Specifications (“FS”) ICEA. Insulated Cable Engineers Association IEEE Institute of Electrical and Electronic Engineers JIC Joint Industrial Council MIL Military Standards NEC National Electric Code (Oregon Amended) NECA National Electrical Contractors Association NEMA National Electrical Manufacturers Association NESC National Electrical Safety Code NFPA National Fire Protection Association ODOT Oregon Standard Specifications for Highway Construction by the Oregon

Department of Transportation ODOT/APWA Oregon Standard Specifications for Construction by the Oregon

Department of Transportation and Oregon Chapter of APWA OSSC Oregon Structural Specialty Code OSHA Occupational Safety and Health Administration QPL Qualified Products Listing by the Oregon Department of Transportation, Materials and Research Section PCI MNL Pre-stressed Concrete Institute SAMA. Scientific Apparatus Manufactures Association SMACNA Sheet Metal and Air Conditioning Contractors' National Association UBC Uniform Building Code State of Oregon, Structural Specialty Code

Amended UFC Uniform Fire Code with State and Local Amendments UL Underwriters Laboratories UPC Uniform Plumbing Code State of Oregon, Plumbing Specialty Code WCLIB West Coast Lumber Inspection Bureau

Section 01090 - 23

REFERENCE STANDARDS

Section 01300 - 24

SUBMITTALS PROCEDURE

SECTION 01300 – SUBMITTALS PROCEDURE

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

NOTE:

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

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

2. During construction, if the Contractor installs products or materials which are not in conformance with the Plans and Specifications, that are not approved by the Owner through the submittal process, the Contractor will be required to remove such products or materials and replace with the specified product or material at no additional cost to the Owner.

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

1.02 CONTRACTOR RESPONSIBILITIES

A. Prior to submittal transmittal to the Project Manager,

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

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

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

a. Prior to purchasing/leasing/ordering/installing

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

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

Section 01300 - 25

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 that will accompany each item submitted, on the transmittal form. Original submittal numbers shall have the format: “XXX”; where “XXX” is the sequential number assigned by the Contractor. Resubmittals shall have the format: “XXX-Y”; where “XXX” is the originally assigned submittal number and “Y” is a sequential letter assigned for resubmittals, i.e., A, B or C being the 1st, 2nd and 3rd resubmittals, respectively.

B. Deviation from Contract: Submit a request for substitution for deviations from the Specifications or Plans. Include the reason for the deviation and cost differential for the deviation. Deviations from the Contract shall be authorized by Change Order only.

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

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

Section 01300 - 26

SUBMITTALS PROCEDURE

3.02 REVIEW PROCEDURE

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

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

2. If the review indicates the submittal is insufficient or that limited corrections are required, the submittal copies may be marked “Approved as Noted.” The Contractor may begin to implement the work method or incorporate materials/comments covered in the submittal in accordance with the corrections/comments noted.

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

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

3.03 EFFECT OF REVIEW OF CONTRACTOR’S SUBMITTALS

A. Submittal review of what the Contractor proposes to provide shall not relieve the Contractor of his responsibility for errors therein, nor shall it be regarded as an assumption of risks or liability by the Owner, or by any officer or employee of the Owner. Contractor shall have no claim under the Contract on account of the failure, or partial failure, of the method of work, material or equipment so reviewed. A mark of “Approved” or “Approved as Noted” shall mean the Project Manager has no objection to the Contractor, upon the Contractor’s own responsibility, using the plan or method of work proposed, or providing the materials or equipment proposed.

Section 01300 - 27

SUBSTITUTION REQUEST FORM

TO _________________________________________________________________________________

PROJECT ___________________________________________________________________________

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

Section _________________ Paragraph ____________________ Specified Item ___________________

Proposed Substitution:

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

A. Does the substitution affect dimensions shown on Plans? Yes____No____. If yes, clearly indicate changes.

B. Will the undersigned pay for changes to the building design, including architectural, engineering and detailing costs caused by the requested substitution? Yes______ No_______.

C. What effect does substitution have on other trades?

D. What effect does substitution have on construction schedule?

E. Differences between proposed substitution and specified item?

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

______ Same _______ Different (explain on attachment)

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

Submitted by:

Signature________________________________Title_________________________________________

Firm______________________________, By____________________________ Date_______________

Telephone_____________________________ E-mail:________________________________________

___ACCEPTED, ___NOT ACCEPTED, ___RECEIVED TOO LATE

Section 01300 - 28

01350-29

PROTECTION OF CULTURAL RESOURCES

SECTION 01350 – PROTECTION OF CULTURAL RESOURCES

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

1.02 DEFINITIONS

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

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

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

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

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

1.03 REFERENCES

A. OREGON REVISED STATUTE ORS 97.740

B. Oregon Revised Statute ORS 358.905

C. Oregon Revised Statute ORS 390.235

1.04 SUBMITTALS

A. As specified in Section 01300.

B. At least two weeks before start of ground-disturbing or…