_2.2_CLASSIC_TECHNICAL-SPECS.pdf

CITY OF MANZANITA

MANZANITA CLASSIC STREET CONNECTION

CONTRACT DOCUMENTS AND

TECHNICAL SPECIFICATIONS

June 2025

Work under this contract is funded through Business Oregon and Local Funds

City Of Manzanita Attention: Leila Aman

City Manager Po Box 129 167 S. 5th

Manzanita, OR 97130 503-812-2514

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Manzanita Classic Street– NCCivil No. 25006Man

TABLE OF CONTENTS

Title Page

CONTRACT DOCUMENTS .............................................................................................. CD - 1 BID BOND ..................................................................................................................................................... CD - 4 FIRST-TIER SUBCONTRACTOR DISCLOSURE FORM ............................................................................ CD - 6

TECHNICAL SPECIFICATIONS ........................................................................................ TS - 8 DIVISION ONE – GENERAL REQUIREMENTS ........................................................................................... TS - 8

SECTION 101 – SUMMARY OF WORK ..................................................................................................... TS - 8 SECTION 104 – COORDINATION ............................................................................................................ TS - 10 SECTION 106 – REGULATORY REQUIREMENTS ................................................................................. TS - 11 SECTION 121 – PROJECT MEETINGS ................................................................................................... TS - 11 SECTION 131 – SUBMITTALS ................................................................................................................. TS - 11 SECTION 132 – WEB BASED CONSTRUCTION MANAGEMENT.......................................................... TS - 14 SECTION 160 – MATERIALS AND EQUIPMENT .................................................................................... TS - 16 SECTION 180– CONTRACT CLOSEOUT ................................................................................................ TS - 16

DIVISION TWO – SITEWORK ..................................................................................................................... TS - 18 SECTION 201 – MOBILIZATION ............................................................................................................... TS - 18 SECTION 202 – TEMPORARY PROTECTION AND DIRECTION OF TRAFFIC ..................................... TS - 19 SECTION 206 – COLD PLANE PAVEMENT REMOVAL .......................................................................... TS - 23 SECTION 220 – EARTHWORK ................................................................................................................. TS - 24 SECTION 221 – TRENCH EXCAVATION, BEDDING AND BACKFILL ................................................... TS - 25 SECTION 221A – TRENCHLESS PIPE INSTALLATION ......................................................................... TS - 28 SECTION 222 – DEWATERING SYSTEM ................................................................................................ TS - 40 SECTION 223 – SUBGRADE .................................................................................................................... TS - 41 SECTION 224 – AGGREGATE BASES .................................................................................................... TS - 43 SECTION 227 – EROSION CONTROL ..................................................................................................... TS - 44 SECTION 250 – ASPHALT CONCRETE PAVEMENT ............................................................................. TS - 45 SECTION 251 – MISCELLANEOUS ASPHALT CONCRETE STRUCTURES ......................................... TS - 48 SECTION 252 – CONCRETE ADA RAMPS, CURBS AND GUTTERS .................................................... TS - 50 SECTION 257 – CONSTRUCTION FABRIC ............................................................................................. TS - 51 SECTION 258 – PAVEMENT MARKINGS ................................................................................................ TS - 52 SECTION 261 – WATER PIPE AND FITTINGS ........................................................................................ TS - 54 SECTION 265 – PVC CATCH BASINS ..................................................................................................... TS - 59 SECTION 266 – STORM DRAINAGE PIPE AND FITTINGS .................................................................... TS - 60 SECTION 269 – STORM DRAINAGE MANHOLES .................................................................................. TS - 64

SECTION 275 – MINOR ADJUSTMENT OF EXISTING MANHOLES, CLEANOUTS, CATCH BASINS AND

WATER VALVES ....................................................................................................................................... TS - 66 SECTION 292 – HYDROSEEDING ........................................................................................................... TS - 69 SECTION 293 – PLANTING ...................................................................................................................... TS - 71

DIVISION THREE – STRUCTURES............................................................................................................ TS - 77 SECTION 301 – PREFABRICATED MODULAR RETAINING WALLS DESCRIPTION ........................... TS - 77 SECTION 304 – FENCES DESCRIPTION ................................................................................................ TS - 88 SECTION 305 – METAL GUARDRAIL ...................................................................................................... TS - 91

Manzanita Classic Street– NCCivil No. 25006Man

CONTRACT DOCUMENTS CD - 1

Manzanita Classic Street Connection Project

CONTRACT DOCUMENTS

Request for Proposals

The City of Manzanita is seeking proposals from qualified and experienced General Contractors (GCs) for construction services for the construction of a waterline expansion, storm water system, retaining wall, pedestrian pathway, paving and traffic calming measures along Classic Street. The project is referred to as the “Manzanita Classic Street Connection” by the City. The City’s objective is to enter into a Construction Agreement with a qualified GC that will provide these services for the Manzanita Classic Street Project in conformance with ORS 279C.335(2) and Resolution 25-03. This alternative method of solicitation related to the RFP process is being used for this project. A description of the Proposal requirements is available at the City of Manzanita website (https://ci.manzanita.or.us/).

Proposals for the Manzanita Classic Street Connection Project need to be submitted and delivered by 2:00 PM on June 20, 2025 in pdf format via email to Leila Aman, laman@ci.manzanita.or.us.

Electronic submissions are preferred, however, hard copies can be mailed or personally delivered to:

The City of Manzanita Attn: Leila Aman 167 S 5th Street Manzanita, OR 97130

Phone and facsimile proposals will not be accepted. There will be no formal opening of proposals.

Solicitation process, disclosure requirements, and proposal selection process can be found in Resolution 25-03.

The City will evaluate proposals and will provide an evaluation and recommendation for Council award based on the schedule as outlined in the RFP.

In general, the project will be constructed within an urban area with limited right of way and the requirement to maintain traffic through the work area. Landscaping will provide aesthetics as well as slope stability either side of Classic, including a vegetative strip between the Classic Street and the sidewalk. There will be traffic calming measures on Classic Street, including speedbumps, pavement markings, signage and reconstruction of the northeast corner at Laneda to make it ADA compliant for a north south crossing. These elements may be value engineered out if costs exceed available City funds. The elements of work include, but are not limited to:

1. Installation of water main and appurtenances.

2. Installation of storm drainage including storm pipe, manholes and catch basins.

3. Construction of curbs.

4. Construction of retaining walls.

5. Installation of guardrail.

6. Roadway reconstruction and paving.

7. Landscaping.

The project is funded by Business Oregon and the City of Manzanita. State prevailing wages (BOLI) will be required.

IMPORTANT: RFP plus Bidding Documents can be viewed in person by appointment at the City of Manzanita City Hall, at 167 S. 5th Street, Manzanita, OR 97130; schedule appointment by cityhall@ci.manzanita.or.us.

Please contact Kyle Ayers, PE, City Engineer, North Coast Civil Design, LLC at 503.440-1088 or kyle@nccivil.com if you have any Bid/Construction related questions. Leila Aman is the sole point of contact for all questions, concerns, and protests related to this RFP. She may be reached by email at laman@ci.manzanita.or.us.

All proposals shall comply with the provisions of ORS 279C.800-870 [workers on public works to be paid not less than prevailing rate of wage for projects over $50,000.00]. Contractors submitting bids are required to be registered with the Construction Contractor’s Board.

CONTRACT DOCUMENTS CD - 2

A mandatory pre-bid conference will be held via Zoom on Thursday June 12, 2025 at 10:00 am. Meeting link will be sent out to all plan holders the week of the meeting.

Bid security in the amount of not less than 10% of the bid must accompany each bid in accordance with the Instructions to Bidders. The RFP must be completed and submitted, all addenda acknowledged, and a copy of the bid bond sent in the submittal package. If a copy of the bid bond is uploaded, the original must be provided to the City after the RFP is due but before the end of business on June 27, 2025. The Owner reserves the right to waive any bid irregularities or informalities.

No proposer may withdraw or modify the proposer’s submission after the hour set for the opening thereof, until after the lapse of 30 days from the submission deadline.

By Order of the City of Manzanita

CONTRACT DOCUMENTS CD - 3

CONTRACT DOCUMENTS CD - 4

BID BOND

We, ____________________________________________________, as “Principal,” (Name of Principal) and __________________________________, an ______________________ Corporation, (Name of Surety) authorized to transact Surety business in Oregon, as “Surety,” hereby jointly and severally bind ourselves, our respective heirs, executors, administrators, successors and assigns to pay unto the City of Manzanita (“Obligee”) the sum of ($___________________________)

__________________________________________________________________ dollars.

WHEREAS, the condition of the obligation of this bond is that Principal has submitted its bid to an agency of the Obligee in response to Obligee’s project identified as:

MANZANITA CLASSIC STREET CONNECTION which bid is made a part of this bond by reference, and Principal is required to furnish bid security in an amount equal to ten (10%) percent of the total amount of the bid pursuant to ORS 279C.365 (5) and the procurement document.

NOW, THEREFORE, if the bid submitted by Principal is accepted, and if a contract pursuant to the bid is awarded to Principal, and if Principal enters into and executes such contract within the time specified in the procurement document and executes and delivers to Obligee its good and sufficient performance and payment bonds required by Obligee within the time fixed by Obligee, then this obligation shall be void; otherwise, it shall remain in force and effect.

IN WITNESS WHEREOF, we have caused this instrument to be executed and sealed by our duly authorized legal representatives this ______________________ day of ______________________, 2025.

PRINCIPAL: __________________________ SURETY:

By BY ATTORNEY-IN-FACT:

Signature

Official Capacity Name

Attest:

Corporation Secretary Signature

Address

City State Zip

Phone Fax

CONTRACT DOCUMENTS CD - 5

CONTRACT DOCUMENTS CD - 6

FIRST-TIER SUBCONTRACTOR DISCLOSURE FORM

(OAR 137-049-0360)

Bids which are submitted by Bid Closing, but for which a required disclosure submittal has not been made by the specified Disclosure Deadline, are not responsive and shall not be considered for Contract award

AGENCY SUPPLIED INFORMATION:

PROJECT NAME: MANZANITA CLASSIC STREET CONNECTION

CLOSING: Date: June 20, 2025 Time: 2:00 PM REQUIRED DISCLOSURE DEADLINE: Date: June 20, 2025 Time: 4:00 PM

Deliver Form To (Agency): City of Manzanita Designated Recipient (Person): Leila Aman Email: laman@ci.manzanita.or.us Agency’s Address: 167 S 5th Street, Manzanita, OR 97130

The contracting agency will insert “N/A” above if the contract value is not anticipated to exceed $100,000.

Otherwise this form must be submitted either with the bid or within two (2) working hours after the advertised bid closing date and time; but no later than the DISCLOSURE DEADLINE stated above.

Unless otherwise stated in the solicitation, this document shall not be submitted by facsimile. It is the Responsibility of bidders to submit this disclosure form and any additional sheets, with the bid number and project Name clearly marked, at the location indicated by the specified disclosure deadline. See “Instructions to Bidders”.

List below the Name, Category of Work add Dollar Value for each first-tier subcontractor that would be furnishing labor, or labor and material, for which disclosure is required. Enter the word “NONE” if there are no first-tier subcontractors subject to disclosure. ATTACH ADDITIONAL SHEETS IF NECESSARY.

BIDDER DISCLOSURE:

SUBCONTRACTOR NAME CATEGORY OF WORK DOLLAR VALUE

1. ________________________ _____________________ _______________________

2. ________________________ _____________________ _______________________

3. ________________________ _____________________ _______________________

4. ________________________ _____________________ _______________________

The above-listed first-tier subcontractor(s) are providing labor, or labor and material, with a Dollar Value equal to or greater than:

a) 5% of the total Contract Price, but at least $15,000. [If the Dollar Value is less than $15,000 do not list the subcontractor above.] or

b) $350,000 regardless of the percentage of the total Contract Price.

Form Submitted By (Bidder Name):

Contact Name: _________________________________ Phone #:

CONTRACT DOCUMENTS CD - 7

END OF CONTRACT DOCUMENTS

DIVISION ONE – TECHNICAL SPECIFICATIONS TS - 8

TECHNICAL SPECIFICATIONS

DIVISION ONE – GENERAL REQUIREMENTS

SECTION 101 – SUMMARY OF WORK

101.1 THE PROJECT:

In general, the elements of work include, but are not limited to:

1. Installation of water main and appurtenances.

2. Installation of storm drainage including storm pipe, manholes and catch basins.

3. Construction of concrete curbs.

4. Construction of retaining walls.

5. Installation of guardrail.

6. Roadway reconstruction, paving, traffic control revisions and other work.

These specifications, in conjunction with applicable provisions or other parts of the contract documents and the plans shall govern the character and quality of equipment, material, construction procedures and workmanship for work under this contract. References within these Specifications also include the Oregon Standard Specifications for Construction. In the event of a conflict or where there appears to be a conflict in Specifications or the Construction Plans, the most stringent shall apply. In the event that these Specifications are silent, the most current edition of the Oregon Standard Specifications for Construction shall be used.

101.2 WORK SEQUENCE:

The Contractor shall schedule work to maintain the public's continuous access to those properties having driveways and main access routes within the limits of the project. The Contractor shall include in the contract sum sufficient funds as may be required for delays and interruptions of work caused by the public's continuous use and access to those businesses and properties abutting and adjacent to the limits of the project. No additional payment to the Contractor will be allowed on account of the Contractor's failure to anticipate such costs.

101.2.01 Public Access - The Contractor shall schedule work on this project such that it be excavated and constructed in an orderly manner according to the following sequencing requirements.

All removed concrete sidewalks shall be available for use by the public with crushed rock sidewalk leveling course as a temporary sidewalk surface not later than 3:00 p.m. of each workday preceding each weekend throughout the duration of the project.

All existing concrete sidewalk areas shall be available for continuous public access every weekend and holiday throughout the duration of the project with either:

a) the existing concrete surface,

b) the temporary crushed rock surface, or

c) the new concrete surface.

The Contractor shall coordinate the placement of new concrete valley gutters in order to minimize the inconvenience to the public in gaining access to adjoining properties. During concrete placing operations, provide temporary wooden bridges/planking over fresh concrete for all properties where the primary pedestrian access is located, or where the concrete construction otherwise restricts access to the full width of abutting properties. In general, the Contractor shall stagger the construction of fresh concrete valley gutters in order to not deny complete access to abutting properties. Planking shall remain in place for a minimum of 7 days unless high early strength concrete is placed.

101.2.02 Driveway Access - The Contractor shall coordinate with each property owner and provide a minimum 1 week notice prior to disruption of existing driveway and construction of new driveway. The Contractor shall schedule all concrete valley gutter and driveway work in order to provide the abutting property owner and driveway users with the maximum amount of access over existing and new driveways, in accordance with the following requirements:

Temporary crushed rock ramps to provide vehicular access over the driveway shall be provided by the Contractor as needed.

Once the existing driveway is removed in front of anyone abutting property within the project limits, the Contractor shall place, fine-grade and compact the crushed rock driveway leveling course within 1

DIVISION ONE – TECHNICAL SPECIFICATIONS TS - 9

calendar day after the removal of such driveway. Temporary crushed rock ramps to provide vehicular access over the driveway shall be provided by the Contractor as needed. The contractor shall allow for a minimum of 3 days curing time of new concrete prior to installation of temporary vehicular bridge including the use of protective fabric, clean sand, crushed rock and steel plates in order to protect new concrete.

The Contractor shall notify, in writing, each affected business, property owner or resident at least 7 Calendar Days before beginning excavation, removal or reconstruction of the driveway or access.

101.2.03 Removal of Asphalt Pavement - Remove all existing asphalt pavement surfaces designated to be removed as necessary to construct new utilities, concrete gutter, sidewalk, and roadway. The Contractor shall schedule all pavement demolition work in order to provide the public with the maximum amount of access along existing pavement surfaces and/or new base rock surfaces in accordance with the following requirements:

Remove only as much pavement as needed to construct all underground trenching operations. Leave all other asphalt pavement areas in place during trenching for underground utilities, specifically at existing driveways and delivery areas.

Finally, remove pavement as indicated on the plan or as directed by the engineer and prepare subgrade for base rock.

The maximum length of time that any one block within the project limits is without an asphalt or base rock surface shall not exceed 15 calendar days. This maximum time period of 15 calendar days shall begin with the removal of the remaining asphalt pavement within any one block and shall end with the complete installation of new base rock within that same block, including compaction of the new base rock. Temporary crushed rock ramps to provide vehicular access over the new concrete valley gutters and driveways shall be provided by the Contractor as needed.

101.2.04 Traffic Control - The Contractor shall develop and submit a Traffic Control Plan (TCP) for review and approval as specified in Section 130.4. The traffic control plan shall detail key intersections within the project zone in accordance with Section 157 of these specifications. The Contractor shall include signage along side streets as necessary to inform traffic of the Manzanita Classic Street and Necarney City Road route closures and proper rerouting. The Contractor shall furnish and place traffic control barricades and signs according to the MUTCD and ODOT specifications in order to allow the public reasonable access to those businesses and residences within the project’s limits. The Contractor shall use cones, delineators, detour signs and barricades to keep vehicular and pedestrian traffic out of the immediate construction zone of the Contractor.

All signs and barricades must be approved by the City of Manzanita and the Engineer prior to ordering.

101.2.05 General sequence of work - The Contractor shall begin work on the project within 10 days from the date the Notice to Proceed is issued.

101.2.06 Contractor’s construction equipment - All construction equipment shall be so parked so as not to disrupt normal two-way traffic along side streets and so as not to block any vehicular or pedestrian access to adjoining properties. Any damage to the existing roadway, utilities, drainage system or shoulders shall be repaired to the City’s satisfaction at the Contractor’s expense.

Steel tracked equipment shall not be used on paved surfaces that are not to be replaced. If steel tracked equipment cannot avoid moving across these asphalt surfaces, protection measures shall be used such as steel plates, plywood or other means to protect the remaining surface. Any surface damaged by steel tracked equipment shall be repaired or replaced to the satisfaction of the Owner at the Contractor’s expense.

101.2.07 Removal of existing water mains within project limits - The Contractor is responsible for cutting, capping and installing temporary valving as necessary to make clean, straight connections to the existing water system with as few fittings as possible or as directed by the Engineer. The Contractor shall demolish the existing water mains within the work area as necessary to create the necessary room for the proposed utilities. The Contractor shall develop and submit a Water Sequencing Plan (WSP) for review and approval as specified in Section 130.6.

101.2.08 Interference between existing utilities and new utilities - Conflicts exist between existing franchise utilities and proposed utilities and road improvements. The Contractor shall make all necessary provisions to perform necessary relocations as specified in the plans to allow for the new construction of the water and storm system.

DIVISION ONE – TECHNICAL SPECIFICATIONS TS - 10

101.2.09 Project Dewatering – Groundwater is not expected to be encountered on the project. The Contractor is responsible for designing and installing a dewatering system if necessary as described in Section 222.

101.3 OWNER'S RIGHTS UPON THE PREMISES:

The Owner, on behalf of both the public and the City of Manzanita, reserves the right to enter upon the premises, to use same, or to use parts of the work before substantial or final completion of the work, it being understood that such use by the Owner and the public in no way relieves the Contractor from full responsibility for the entire work until final completion of the contract.

END OF SECTION 101

SECTION 104 – COORDINATION

104.1 PROJECT COORDINATION:

ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the center. (Note: The telephone number for the Oregon Utility Notification Center is (503) 232-1987.)

The work of this project involves underground and overhead utilities, and public rights-of-way. The Contractor shall coordinate all work with the following agencies prior to beginning the project.

104.1.01 - City Street Right-of-Way, Storm Drainage System and Water System; City of Manzanita Public Works Department, Rick Rempfer, Public Works Director, (503) 368-5347.

104.1.02 - Sanitary Sewer System; Nehalem Bay Wastewater Agency (NBWA); Bruce Halverson,

(503) 368-5125.

104.1.03 - CATV; Charter Communications, Justin Hall, (541) 921-1859.

104.1.04 - Telephone Facilities; RTI Nehalem Telecom, Bill Dillard, (503) 368-5116.

104.1.05 - Electric Facilities; Tillamook People's Utility District (TPUD), Engineering Dept., James

Aman, (503) 842-2535.

104.2 CUTTING AND PATCHING:

104.2.01 Notification - The Contractor shall notify the Engineer at least 3 days prior to any cutting which affects:

a. the structural integrity of any completed or existing work, or

b. the weatherproof integrity of any weather-exposed or moisture-resistant work.

104.2.02 Preparation - Prior to any cutting, the Contractor shall provide and maintain adequate temporary support and protection necessary to assure the structural and weatherproof integrity of the affected work.

The Contractor shall protect from damage all portions of the exposed work and other portions of the project.

104.2.03 Existing Conditions - After uncovering work, the Contractor shall inspect the existing conditions and report to the Engineer any unsatisfactory or questionable conditions to the Engineer. The Contractor shall not proceed with further work until the Engineer provides further instructions.

104.3 MEASUREMENT AND PAYMENT:

Before ordering any materials or doing any work, the Contractor shall verify all measurements on the project and shall be responsible for the correctness of the same. No additional payment to the Contractor will be allowed on account of difference between actual dimensions and measurements indicated on the plans.

END OF SECTION 104

DIVISION ONE – TECHNICAL SPECIFICATIONS TS - 11

SECTION 106 – REGULATORY REQUIREMENTS

106.1 PERMITS AND FEES:

The Contractor shall procure all construction permits, performance bonds and licenses required by all approving agencies. The work of this project falls under the jurisdiction of the City of Manzanita and Tillamook County. The Contractor shall conform to all jurisdiction requirements of the governing agencies when working within the public right-of-way. The following permits will be a part of the project:

- NPDES 1200-C Storm Water Permit

- Right of way permits for Tillamook County

- Any traffic control permitting and reviews.

Work hours are to be between 7am and 7pm, Monday through Friday. Any deviation from this schedule must be requested by the Contractor in writing and receive approval from the City.

The City shall provide copies of all temporary construction easements and access easements for the project.

END OF SECTION 106

SECTION 121 – PROJECT MEETINGS

121.1 PRECONSTRUCTION CONFERENCE:

Immediately after signing the Agreement and prior to the start of any work, the Contractor, the Engineer and the Owner shall meet together to review procedures for ensuring the smooth progress of the work and to discuss any other items requiring clarification. Before the project construction activities start a kick off – Preconstruction meeting will be required with the Contractor, Subcontractors, Owner, Engineer, Utilities, and Biz Oregon. All required forms required by Biz Oregon will need to be completed to be given to the Biz Oregon representative at this meeting if not sooner.

121.2 WEEKLY PROGRESS MEETINGS:

Periodic project meetings between the Contractor and the Engineer shall be scheduled by the Engineer throughout the construction process on a weekly basis to discuss coordination and scheduling of construction activities. In general, such meetings shall be held each Monday morning on the project site. The Contractor shall inform the Engineer of the project schedule and construction activities planned for the coming week and shall provide a verbal update to the Engineer on the project schedule for the actual work completed through the end of each week.

Residents adjacent to the project will be allowed to be present at these weekly meeting in order to be informed about road closures, access to their properties and proposed work for the week.

END OF SECTION 121

SECTION 131 – SUBMITTALS

131.1 GENERAL:

The Contractor shall be required to submit the following submittals.

1) Construction Schedule

2) Shop Drawings, Product Data, and Samples

3) Traffic Control Plan & Sequencing Plan

4) Demolition Plan

5) Trenchless installation Plan

6) Water Shut-Down & Sequencing Plan

7) Water disinfection plan

8) Record Drawings at completion of project

9) Dewatering Plan (if needed)

DIVISION ONE – TECHNICAL SPECIFICATIONS TS - 12

10) Aggregate, Asphalt Mix & Concrete Mix Design, including grout

11) TV Inspection on electronic media at completion of project (storm installation)

131.2 CONSTRUCTION SCHEDULE:

131.2.01 Project Schedule - The anticipated construction schedule is set forth in the Instructions to Bidders prior to commencing work on the project, the Contractor shall submit to the Engineer for review, a complete construction schedule detailing the order in which the work will proceed together with an estimated time schedule. An updated project schedule shall be submitted on a monthly basis along with every monthly progress payment request. If Contractor’s submitted schedule and the prosecution of work vary by 2 weeks or more, Contractor shall re-submit a new schedule, and a work plan to complete project on time.

131.2.03 July 4th Site Conditions The Contractor shall make all side streets, Necarney City Road, Classic Street from Laneda to Dorcas, intersection at Laneda, Dorcas and Necarney accessible, free of materials and equipment no later than the end of the work day on July 2, 2025 in preparation for the City of Manzanita 4th of July Parade. The Contractor shall take all necessary costs, preparations and such delays into account when planning for work during these specified times. Calendar days for holidays will be included in the overall contract completion timing.

131.2.03 Memorial Day and Labor Day weekend Site Conditions – The contract site shall be clear of equipment and materials no later than the Thursday prior to these holiday weekends. Calendar days for holidays will be included in the overall contract completion timing.

131.3 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES:

131.3.01 Identification - Shop drawings, product data, and samples shall be dated and contain: Name of project;

description or names of equipment, materials and items; identification of locations at which the equipment, materials or items are to be installed.

131.3.02 Transmittals - Submission of shop drawings, product data, and samples shall be accompanied electronically by use of Projectsight software.

131.3.03 Quantity - Unless otherwise specified, the number of shop drawings, product data, and samples which the Contractor shall submit and, if necessary, resubmit shall be the number of copies that the Contractor requires to be retained plus two copies which will be retained by the Engineer.

131.4 TRAFFIC CONTROL PLAN & SEQUENCING PLAN:

131.4.01 Traffic Control Plan (TCP) Guidelines:

1. TCP shall be drawn on 24" x 36". Base Map is available from the Engineer upon request.

2. TCP must use legible lettering and clear, contrasting, symbols for viewing or printing.

3. Include name and telephone number of the 24-hour contact person representing the Contractor.

4. Show all nearby streets with street names to assure proper orientation.

5. Show existing sidewalks, driveways and intersections in the construction work zone including areas affected by taper transition.

6. Show location and dimensions of the construction work zone.

7. Show staging area and materials storage area, as appropriate.

8. Indicate location of construction signs, barricades, and delineators.

9. Use a legend to define all signs and symbols and designate them with MUTCD nomenclature.

10. Show existing and proposed temporary parking restriction zones and signs, as needed, within the work area.

11. Road closures will require approval from the City of Manzanita Director of Public Works, Police, Fire Department and Emergency Services.

12. Signs and barricades will be required to direct pedestrians and bicyclists through or around the construction work zone and shall be shown on the TCP.

13. Indicate on the plan the duration of the construction work and subsequent traffic control (include type of work and estimated start date, as appropriate).

DIVISION ONE – TECHNICAL SPECIFICATIONS TS - 13

131.5 DEMOLITION PLAN:

130.5.01 Demolition Plan - Contractor shall detail the different stages of the demolition plan, located within the Construction Drawings. Details of these stages may be incorporated into the Construction Schedule.

131.6 WATER SHUT-DOWN & SEQUENCING PLAN:

131.6.01 - A Water Sequencing Plan (WSP) shall be submitted by the Contractor and approved by the City and Engineer prior to the installation of any water main or appurtenances. At a minimum, the WSP shall address the following information:

1. WSP shall be drawn on 24" x 36".

2. Indicate on the plan the duration of the construction work and subsequent disruptions and tie-ins

(include type of work and estimated start date, as appropriate).

3. Contractor shall sequence construction to allow for continuous water service to all residences throughout the project area, except as required for mandatory shut-downs. Due to the lack of water valves on the existing system within the project region, breaks, shut-downs and tie-ins will impact large portions of the City’s residence.

4. Conflicts exist between the existing water main and new water main throughout the project, particularly at intersections. The Contractor shall install temporary thrust blocking and temporary valving as necessary to allow the demo of conflicting water pipes.

5. Contractor shall phase construction to limit the amount of mandatory shut-downs when tying the new water mains into the existing system. This may require the Contractor to construct, test and disinfect the new water main in sections, utilizing temporary tie-ins.

6. New water mains and appurtenances - construction should begin in the proximity of existing mains to facilitate future installation of the testing corporation stop assembly (i.e. jumper) and tie-in.

7. Connection to any existing waterline is not allowed until Contractor is ready to test new water mains prior to placing them in service. Contractor shall be responsible for all labor and equipment required for pressure testing flushing, chlorination, dechlorination, erosion prevention, and repair of any damage caused by any and all water main flushing prior to issuance of tentative acceptance by the city or engineer.

8. Initial flush - initial flushing of new water main(s), including all hydrants and dead-end water main(s), may commence after jumper has been installed and connection to the existing water main is complete.

City personnel may verify that initial flushing is properly performed and all air and debris have been removed from the new water main. All water mains shall be initially flushed at a minimum rate of 2.5 feet per second (fps) and for the duration necessary to provide a minimum of 2 complete water turn-overs within the new water main(s).

9. Removal of the jumper and final flush – Once City or Engineer approval has been granted, the Contractor may remove the jumper and perform needed flushing on the new water main to remove any remaining air and debris. City personnel may flush existing water mains as necessary and verify that Contractor's flushing of the new water main(s) is adequate.

10. Disinfection plan – provide a plan including timing for testing and line disinfection

131.7 DEWATERING PLAN (if required):

131.7.01 Dewatering Plan - Contractor shall submit a dewatering plan meeting the requirements of Section 222 of these technical specifications as required by the Engineer.

131.8 RECORD DRAWINGS AT COMPLETION OF PROJECT:

131.8.01 Record Drawings - Contractor shall submit Record Drawings to the Engineer or City upon completion of construction. Record Drawings shall be submitted in both paper and digital (PDF) form. Any associated warranty information, manuals, cut sheets, etc. pertinent to the construction shall also be submitted.

131.9 MEASUREMENT AND PAYMENT

There shall be no separate measurement and payment for project submittals. The cost for this work shall be included in other bid items.

END OF SECTION 131

DIVISION ONE – TECHNICAL SPECIFICATIONS TS - 14

SECTION 132 – WEB BASED CONSTRUCTION MANAGEMENT

SECTION 132.1

The use of a web-based construction management (WBCM) system is a requirement of this contract.

132.2 WEB based construction management

ProjectSight, go to www.projectsight.trimble.com

132.3 PROJECTSIGHTTM

A. The Owner and Contractor shall utilize an Owner-provided web-based construction management system, ProjectSight™, for electronic submittal of all data and documents throughout the duration of the Contract. The Owner furnished WBCM will be made available to all Contractors’ Project personnel, subcontractor personnel, suppliers, consultants, and the Designer of Record. The joint use of this system is to facilitate electronic exchange of information, automation of key processes, and overall management of the Contract. The WBCM shall be the primary means of Project information submission and management. When required by the Owners representative, paper documents will also be provided. In the event of discrepancy between the electronic version and paper documents the paper documents will govern.

User Access Limitations:

The Owner’s Representative will control the Contractor’s access to the WBCM by allowing access and assigning user profiles to accepted Contractor personnel. User profiles will define levels of access into the system, determine assigned function-based authorizations (determines what can be seen), and user privileges (determines what they can do). Subcontractors and suppliers will be given access to the WBCM through the Contractor. Entry of information exchanged and transferred between the Contractor and its subcontractors and suppliers on the WBCM shall be the responsibility of the Contractor.

Joint Ownership of Data: Data entered in a collaborative mode (entered with the intent to share as determined by permissions and workflows within the WBCM) by the Owner’s Representative and the Contractor will be jointly owned.

Automated System Notification and Audit Log Tracking: Review comments made (or lack thereof) by the Owner on Contractor submitted documentation shall not relieve the Contractor from compliance with requirements of the Contract Documents. The Contractor is responsible for managing, tracking, and documenting the Work to comply with the requirements of the Contract Documents. Owner’s acceptance via automated system notifications or audit logs extends only to the face value of the submitted documentation and does not constitute validation of the Contractor’s submitted information.

Submittals: See Section 01 33 00, Submittal Procedures.

Computer Requirements: The Contractor shall use computer hardware and software that meets the requirements of the Owner furnished WBCM as recommended by the WBCM supplier to access and utilize the WBCM. As recommendations are modified by the WBCM supplier, the Contractor will upgrade their system(s) to meet the recommendations or better. Upgrading of the Contractor’s computer systems will not be justification for a cost or time modification to the Contract.

Contractor Responsibility: The Contractor shall be responsible for the validity of their information placed in the WBCM and for the abilities of their personnel. Accepted users shall be knowledgeable in the use of computers, including but not limited to Internet browsers, email programs, CAD drawing applications, and Portable Document Format (PDF) document distribution program. The Contractor shall utilize the existing forms in the WBCM to the maximum extent possible. If a form does not exist in the WBCM, the Contractor must include a form of their own or provided by the Owner’s Representative as an attachment to a submittal. PDF documents will be created through electronic conversion rather than optically scanned whenever possible. The Contractor is responsible for the training of their personnel in the use of the WBCM (outside what is provided by the Owner) and the other programs indicated above as needed.

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User Access Administration: Provide a list of Contractor’s key WBCM personnel for the Owner’s Representative acceptance. Contractor is responsible for adding and removing users from the system. The Owner’s Representative reserves the right to perform a security check on all potential users. The Contractor will be allowed to add additional personnel and subcontractors to the WBCM.

Connectivity Problems: The WBCM is a web-based environment and therefore subject to the inherent speed and connectivity problems of the Internet. The Contractor is responsible for its own connectivity to the Internet. The WBCM response time is dependent on the Contractor’s equipment, including processor speed, Internet access speed, etc., and current traffic on the Internet. The Owner will not be liable for any delays associated from the usage of the WBCM including, but not limited to slow response time, downtime periods, connectivity problems, or loss of information. The Contractor will ensure that connectivity to the WBCM (whether at the home office or jobsite) is adequate. The minimum bandwidth requirements for using the system is 128 kb/s. It is recommended a faster connection be used when uploading pictures and files into the system. Under no circumstances shall the usage, of the WBCM be grounds for a time extension or cost adjustment to the Contract.

Training:

The Project Owner has arranged for the following training to be provided to the Contractor:

Up to two WBCM training sessions will be offered for Contractor and Subcontractor personnel to be coordinated at a time arranged by Contractor with Owner’s Representative within 21 days of Notice to Proceed. Contractor participation in training is strongly encouraged and shall be considered incidental to the Work.

132.4 Measurement and Payment

There shall be no separate measurement and payment for this item; costs shall be included in other bid items.

END OF SECTION 132

SECTION 151 – TEMPORARY FACILITIES AND CONTROLS

151.1 TEMPORARY ELECTRICITY:

The Contractor will provide and pay all charges for a source of power. The Contractor shall provide his own extension cords, temporary lighting lamps and wiring for his work. Heavy or special power sources required for welders, etc., shall be provided by the Contractor by the use of generators or making his own arrangements with the Power Company and pay all costs for same.

151.2 TEMPORARY WATER:

151.2.01 Temporary Water for Construction Use - The Owner will designate fire hydrants within or near the project as a source of water for construction use. The Contractor shall operate such hydrants in an approved manner. The Contractor shall provide valves, hoses, extensions, and nozzles as required. Water usage shall be metered with hydrant flow meter as provided by the City with approved backflow device. The contractor shall schedule obtaining and coordinating water access with the city.

151.3 TEMPORARY SANITARY FACILITIES:

151.3.01 Temporary Facilities for Workmen - The Contractor shall furnish, install, and maintain adequate sanitary facilities for the workmen. All such facilities shall comply with governing health regulations.

151.5 MEASUREMENT AND PAYMENT:

All temporary facilities and construction will be included in the single lump sum item at the contract price for "Mobilization". Payment shall constitute full compensation for supplying all labor, equipment and materials, constructing, installing, maintaining and removing all temporary facilities and construction specified herein.

END OF SECTION 151

DIVISION ONE – TECHNICAL SPECIFICATIONS TS - 16

SECTION 160 – MATERIALS AND EQUIPMENT

The following information shall supplement existing Oregon Department of Transportation Standard Specifications for Construction. These provisions shall take precedence over any conflicting specifications.

160.1 TRANSPORTATION AND HANDLING:

The Contractor shall arrange for all product and material deliveries in accordance with the project schedule to avoid any unnecessary delays. Products and materials shall be delivered undamaged, in the manufacturer's original packaging, and with legible identifying labels intact. Immediately upon delivery, the Contractor shall inspect all products for compliance with the contract documents.

160.2 STORAGE AND PROTECTION:

The Contractor shall store all products according to manufacturer's instructions. Before and after installation, the Contractor shall protect all products from damage and discoloration.

160.3 PRODUCT SUBSTITUTIONS AND OPTIONS:

160.3.01 Substitutions – No substitutions will be allowed on the proposed water system. Other substitutions will be considered, however, only substitutions approved by the Engineer shall be incorporated in the work.

Each request for product substitution shall be made to the Engineer in writing and shall include:

a. The identification of the specified product.

b. The identification of the proposed substitution complete with manufacturer's literature and other information necessary for evaluation.

c. All changes required in other work as a result of the proposed substitution.

d. All cost increases as a result of the proposed substitution.

e. Contractor shall provide a purchase order for the Engineer to evaluate proposed substitutions and/or subsequent approval by the City.

The Engineer shall be the sole judge of the acceptability of each proposed substitution.

160.3.02 Contractor's Options:

160.3.02A - For products specified by general standards, such as ASTM, etc., the Contractor shall select any product meeting the specified standard.

160.3.02B - For products specified by naming several manufacturers, the Contractor shall select any product manufactured by a specified manufacturer meeting the specifications.

160.3.02C - For products specified by "or approved equal", the Contractor shall submit requests for substitution as specified above.

160.3.03 Inappropriate Products and Methods - If the Contractor believes that any specified product, method, or system is inappropriate for use he shall so notify the Engineer before performing the work in question. Start of work shall constitute acceptance on the part of the Contractor that the specified products, methods, and systems are appropriate for the specified use.

END OF SECTION 160

SECTION 180– CONTRACT CLOSEOUT

180.1 FINAL INSPECTION:

When all on-site paving and related work is completed, including site cleanup, the Contractor shall notify the Engineer in writing that the project is ready for final inspection. The Engineer will make an inspection within 15 calendar days of receiving notification. The Engineer will notify the Contractor, in writing, within 10 calendar days thereafter. If all construction work required by the contract is found complete and satisfactory, this inspection will constitute the final inspection.

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If any work is found incomplete or unsatisfactory, the Engineer will give written instructions as to what shall be done to satisfactorily complete the work. After complying with the Engineer's instructions, the Contractor shall follow the above procedures of notification, requesting a final inspection.

The Engineer will issue a notice to the Contractor when all the following work is satisfactorily completed:

a. All work required under the contract;

b. All Change Order work;

c. The final trimming and cleanup work; and,

d. All required certifications, bills, forms, and other documents are received from the Contractor.

180.2 PROJECT SITE CLEAN-UP

Prior to the release of the retained funds, the project site shall be cleared of any debris, trash, construction materials, or any other materials left on the site as a result of paving and striping construction of the project. As the work progresses and immediately after completion of the work, the Contractor shall clean up and remove all refuse and unused materials of any kind resulting from the work. If the Contractor fails to commence the cleanup within 24 hours after directed by the Engineer, the Engineer may have the work performed by others. The cost shall be borne by the Contractor and may be deducted from payments due or to become due to the Contractor.

After work is completed and before final acceptance of the work, all areas affected by the work shall be neatly finished and all equipment, temporary structures, rubbish and waste shall be removed from the work area.

END OF SECTION 180

END OF DIVISION ONE

DIVISION TWO – TECHNICAL SPECIFICATIONS TS - 18

DIVISION TWO – SITEWORK

SECTION 201 – MOBILIZATION

The following information shall supplement existing Oregon Department of Transportation Standard Specifications for Construction. These provisions shall take precedence over any conflicting specifications.

201.1 DESCRIPTION:

Mobilization shall consist of preparatory work and operations, including but not limited to, those necessary for the movement of personnel, equipment, supplies and incidentals to the project site; for the establishment of offices, buildings and other facilities necessary for work on the project for…