Hawks Nest Tram Terminals - Project Manual.pdf

STATE OF WEST VIRGINIA HAWKS NEST UPPER & LOWER TERMINALS

DEPARTMENT OF NATURAL RESOURCES

TABLE OF CONTENTS 1

TITLE Total Pages

Table of Contents 1 Drawings Index 1

Standard AIA Documents

General Conditions (AIA Document A201-2017) 38 Supplementary Conditions to AIA Document A201-2017 12 Certificate of Liability Insurance 1 Certificate of Property Insurance 1

DIVISION 1 - GENERAL REQUIREMENTS

01010 SUMMARY OF WORK 1

01140 WORK RESTRICTIONS 2

01200 PROJECT MEETINGS 3

01310 SCHEDULES, REPORTS, PAYMENTS 5

01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 3

01400 QUALITY CONTROL SERVICES 3

01640 SPECIFIC WARRANTIES 4

01700 PROJECT CLOSEOUT 6

TECHNICAL SPECIFICATIONS

All technical specifications and notes applicable to the project are contained within the drawings.

END OF TABLE OF CONTENTS

WV Divison of Natural Resources 324 4th Avenue South Charleston, WV 25305

Brett McMillion

Director

DRAWINGS INDEX 00850 - 1

SECTION 00850 - DRAWINGS INDEX

The following Drawings, are hereby made a part of the Contract Documents:

DWG. NO. TITLE

G000 COVER SHEET

G001 ABBREV & SYMBOLS

U-C001 UPPER STATION - SITE PLAN

S000 STRUCTURAL NOTES

U-S101 UPPER STATION - FOUNDATION PLAN

U-S102 UPPER STATION - LOW FRAMING PLAN

U-S103 UPPER STATION - LOADING PLATFORM FRAMING PLAN

U-S104 UPPER STATION - CANOPY FRAMING PLAN

U-S301 UPPER STATION - SECTIONS

U-S501 UPPER STATION - FOUNDATION DETAILS

U-S502 UPPER STATION - COLUMN SCHEDULE

U-S503 UPPER STATION - STRUCTURAL DETAILS

U-S504 UPPER STATION - STRUCTURAL DETAILS

A000 ARCHITECTURAL MATERIAL NOTES

U-A001 UPPER STATION - DEMOLITION PLAN

U-A101 UPPER STATION - TRAM LEVEL PLAN

U-A102 UPPER STATION - CANOPY REFLECTED CEILING AND ROOF

PLAN

U-A201 UPPER STATION - ELEVATIONS

U-A202 UPPER STATION - ELEVATIONS

U-A301 UPPER STATION - PLATFORM CANOPY SECTIONS

U-A501 UPPER STATION - DETAILS

E000 ELECTRICAL LEGENDS & NOTES

U-E001 UPPER STATION - ELECTRICAL DEMOLITION PLAN

U-E101 UPPER STATION - TRAM LEVEL POWER PLAN

U-E102 UPPER STATION - TRAM LEVEL LIGHTING PLAN

U-E601 UPPER STATION - ELECTRICAL DIAGRAMS & DETAILS

L-C101 LOWER STATION - SITE PLAN

L-S101 LOWER STATION - FOUNDATION PLAN

L-S102 LOWER STATION - PLATFORM FRAMING PLANS

L-S103 LOWER STATION - GENERATOR/EVAC PLATFORM

L-S104 LOWER STATION - CANOPY FRAMING PLANS

L-S105 LOWER STATION - RAMP & STAIR FRAMING PLAN

L-S301 LOWER STATION - SECTIONS

L-S302 LOWER STATION - SECTIONS

L-S501 LOWER STATION - FOUNDATION DETAILS

DRAWINGS INDEX 00850 - 2

L-S502 LOWER STATION - COLUMN SCHEDULE

L-S503 LOWER STATION - STRUCTURAL DETAILS

L-S504 LOWER STATION - STRUCTURAL DETAILS

L-A101 LOWER STATION – TRAM LEVEL FLOOR PLAN

L-A102 LOWER STATION - CANOPY ROOF PLAN

L-A111 LOWER STATION - REFLECTED CEILING PLAN

L-A201 LOWER STATION - ELEVATIONS

L-A202 LOWER STATION - ELEVATIONS

L-A301 LOWER STATION - SECTIONS

L-A302 LOWER STATION - STAIR SECTION & COLUMN WRAP DETAIL

L-E101 LOWER STATION - SITE ELECTRICAL PLAN

L-E102 LOWER STATION - TRAM LEVEL POWER PLAN

L-E103 LOWER STATION - TRAM LEVEL LIGHTING PLAN

L-E601 LOWER STATION - ELECTRICAL DIAGRAMS & DETAILS

END OF SECTION 00850

SUMMARY OF WORK 01010 - 1

SECTION 01010 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

Drawings and general provisions of Contract, including General and Supplemen-tary Conditions and other Division - 1 Specification sections, apply to work of this Section.

1.2 DESCRIPTION OF REQUIREMENTS

A. Without force and effect on the requirements of the Contract Documents, the description of the Work may be summarized as follows:

1. The Engineer has designed a Project which will be safe after full completion. The Engineer has no expertise in, and takes no re-sponsibility for, construction means and methods or job site safety during construction, which are exclusively the Contractor's respon-sibility. Processing and/or approving submittals made by the Con-tractor which may contain information related to construction meth-ods or safety issues, or participation in meetings where such issues might be discussed, shall not be construed as voluntary assumption by the Engineer of any responsibility for safety procedures.

2. The project consists of the supply and construction of both an Up-per Deck and Lower Deck for access to the Tramway at Hawks Nest State Park as Identified in the associated plans and specifica-tions. The contract documents identify the requirements of the pro-ject.

END OF SECTION 01010

WORK RESTRICTIONS 01140 - 1

SECTION 01140 - WORK RESTRICTIONS

Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 USE OF PREMISES

A. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of site beyond areas in which the Work is indi-cated.

1. Limits: Confine constructions operations to that identified on the drawings.

2. Owner Occupancy: Allow for Owner occupancy of site and use by the public.

3. Driveways and Entrances: Keep driveways and currently "open" entrances serving premises clear and available to Owner, Owner's employees, emergency vehicles at all times, and do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

4. The contractor is responsible for the safe operation of the construc-tion area and shall comply with any and all Local, State and Federal requirements while working in a public right of way.

5. Construction may proceed as soon as a notice to proceed is given.

Contractor will be expected to work with Park officials during con-struction to minimize disruptions to the lodge because the main fa-cilities will continue to operate during construction.

7. Additional construction contracts may be ongoing during this con-struction and the Contractor may have to coordinate activities with the other owner contractors.

8. Work at Pipestem near the Lodge will be restricted to the daylight hours of 8 AM to 7 PM seven days a week.

9. Laydown areas will be coordinated with the park official and will be as close as practical. The laydown area will be in the main parking lot with limited laydown at the lower tram site.

END OF SECTION 01140

PROJECT MEETINGS 01200 - 1

SECTION 01200 - PROJECT MEETINGS

Drawings and general provisions of the Contract, including General and Supple-mentary Conditions and other Division - 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section specifies administrative and procedural requirements for pro-ject meetings including but not limited to:

1. Pre-Construction Conference.

2. Progress Meetings

1.3 PRE-CONSTRUCTION CONFERENCE

A. Owner shall Schedule a pre-construction conference and organizational meeting at the Project site or other convenient location no later than 15 days after execution of the Agreement and prior to commencement of construction activities. Conduct the meeting to review responsibilities and personnel assignments.

B. Attendees: The Owner, Engineer and his consultants, the Contractor and its superintendent, major subcontractors, manufacturers, suppliers and other concerned parties shall each be represented at the conference by persons familiar with and authorized to conclude matters relating to the Work.

C. Agenda: Discuss items of significance that could affect progress includ-ing such topics as:

1) Tentative construction schedule.

2) Critical Work sequencing.

3) Designation of responsible personnel.

4) Procedures for processing field decisions and Change Orders.

5) Procedures for processing Applications for Payment.

6) Distribution of Contract Documents.

7) Submittal of Shop Drawings, Product Data and Samples.

8) Preparation of Record Documents.

9) Use of the premises, including field office, Work and storage areas, and security for such.

PROJECT MEETINGS 01200 - 2

10) Equipment deliveries and priorities.

11) Housekeeping.

12) Working hours.

1.4 PROGRESS MEETINGS

A. The Engineer will conduct Progress Meetings at the Site on an as needed basis.

B. Attendees: In addition to representatives of the Owner and Engineer, each subcontractor, supplier or other entity concerned with current pro-gress or involved in planning, coordination or performance of future activi-ties shall be represented at these meetings by persons familiar with the Project and authorized to conclude matters relating to progress.

C. Agenda: Review and correct or approve minutes of the previous progress meeting. Review other items of significance that could affect progress.

Include topics for discussion as appropriate to the current status of the Project.

D. Contractor's Construction Schedule: Review progress since the last meet-ing. Determine where each activity is in relation to the Contractor's Con-struction Schedule, whether on time or ahead or behind schedule. Deter-mine how construction behind schedule will be expedited; secure com-mitments from parties involved to do so. Discuss whether schedule revi-sions are required to ensure that current and subsequent activities will be completed within the Contract Time. Review the present and future needs of each entity present, including such items as:

1) Interface requirements.

2) Time and Sequences, including Deliveries.

3) Off-site fabrication problems.

4) Access.

5) Site utilization.

6) Temporary Facilities and Services.

7) Hours of Work.

8) Hazards, Risks, and Housekeeping.

9) Quality and Work Standards.

10) Change Orders.

11) Documentation of information for Payment Requests.

E. Reporting: No later than 5 days after each progress meeting date, the

Engineer will distribute copies of minutes of the meeting to each party pre-sent and to other designated parties.

PROJECT MEETINGS 01200 - 3

F. Schedule Updating: The Contractor shall revise and issue the construc-tion schedule after each Progress Meeting when revisions to the schedule have been made or detected during the Progress Meeting.

PART 2 - PRODUCTS ….. (Not Applicable)

PART 3 – EXECUTION ….. (Not Applicable)

END OF SECTION 01200

SCHEDULES, REPORTS AND PAYMENTS 01310 - 1

SECTION 01310 - SCHEDULES, REPORTS, AND PAYMENTS

PART 1 - GENERAL:

tary Conditions and other Division-1 Specification sections, apply to work of this section.

1.2 COORDINATION

PART 1 - Coordinate both the listing and timing of reports and other activities re-quired by provisions of this and other sections, so as to provide consistency and logical coordination between the reports. Maintain coordination and correlation between separate reports by updating at monthly or shorter time intervals. Make appropriate distribution of each report and updated report to all parties involved in the work including the Engineer and Owner. In particular, provide close coor-dination of the progress schedule, schedule of values, listing of subcontracts, schedule of submittals, progress reports, and payment requests.

1.3 PRELIMINARY PROGRESS SCHEDULE

A. Submittal Tabulation: With the bar-chart submittal, submit a tabulation, by date, of the submittals required during the first 15 days of Construction Time. This tabulation shall include both those submittals required during the initial 15 days of construction to maintain the orderly progression of the work, and those submittals required early because of long lead time for manufacture or fabrication. At the Contractor's option, submittal dates may be shown on the bar-chart schedule, in lieu of being tabulated.

1.4 FULLY-DEVELOPED PROGRESS SCHEDULE

A. Bar-Chart Schedule: Based on the preliminary development of the pro-gress schedule, if any, and whatever updating and feedback may have occurred during the project start-up, secure critical time commitments for performing major elements of the work. Within 10 days of the date estab-lished for "Commencement of the Work", submit a comprehensive bar-chart type Progress Schedule indicating, by stage-coded symbols, a time bar for each major category or unit of work to be performed at site; include minor elements of work which are, nevertheless, involved in overall se-quencing of work necessary for the completion of related elements of work. Arrange the schedule to show how substantial completion is sched-uled to allow for the Engineer's procedure for certification of substantial completion. Prepare and maintain the schedule on either a sheet of suffi-

SCHEDULES, REPORTS AND PAYMENTS 01310 - 2

cient width (or else a series of sheets) to show the required data clearly for the entire Construction Time. Prepare the schedule on sheets of stable transparency, or other reproducible stock, to permit reproduction for the required distribution.

B. Distribution: Following the initial submittal to and response by the Engi-neer print and distribute the Progress Schedule to the Engineer (3 copies), Owner, separate contractors, the principal subcontractors and suppliers or fabricators, and others with a need-to-know schedule- compliance re-quirement. Post copies in the project meeting room and temporary field office. When revisions are made, distribute updated issues to the same entities and post updated issues in the same locations. Delete entities from distribution when they have completed assigned work and are no longer involved in performance of scheduled work.

1.5 PROGRESS MEETINGS, REPORTING

(Not Used)

1.6 SCHEDULE OF VALUES

A. General: Prepare the schedule of values, as required by the General Conditions, in coordination with the preparation of the progress schedule.

Coordinate preparation of schedule of values and progress schedule.

Correlate line items with other administrative schedules and the forms re-quired for the work, including progress schedule, payment request form, listing of subcontractors, schedule of allowances, schedule of alternates, listing or products and principal suppliers and fabricators, and the sched-ule of submittals. Provide breakdown of the Contract Sum in sufficient de-tail to facilitate continued evaluation of payment requests and progress re-ports. Break down principal subcontract amounts into several line items.

Round off to the nearest whole dollar, but with total equal to Contract Sum.

1. Time Coordination: In coordination of initial submittals and other administrative "start-up" activities, submit the schedule of values to the Engineer at the earliest feasible date, but in no case later than 7 days before initial payment request is to be submitted.

2. Listing: Arrange the schedule with columns to indicate the generic name of item, related specification sections, the subcontractor, the supplier, manufacturer or fabricator, change orders (numbers) which have affected the value, the dollar value of the item, and the percentage of the Contract Sum to the nearest one-hundredth per-cent and adjusted to total 100 percent.

SCHEDULES, REPORTS AND PAYMENTS 01310 - 3

PART 2 - 3. Show Change Orders as a single line item for each

Change Order.

1.7 PAYMENT REQUESTS

A. General: Except as otherwise indicated, the progress payment cycle is to be regular. Each application must be consistent with previous applications and payments. Certain applications for payment, such as the initial appli-cation, the application at substantial completion, and the final payment application involve additional requirements. Each application for payment shall include a retainage of 10% of the total work completed to date. The retainage may be reduced at the time of substantial completion if recom-mended by the engineer.

1. Waivers of Lien: For each payment application, submit waivers of lien from every entity ( including Contractor) who could lawfully and possibly file a lien in excess of $100 arising out of the Contract and related to work covered by the payment. Submit partial waivers for the amount requested, prior to deduction or retainage, on each item. When the application shows completion of item, submit final or full waivers. The Owner reserves right to designate which enti-ties involved in the work must submit waivers.

2. Waiver Forms: Submit waivers on forms, and executed in a man-ner, acceptable to Owner.

B. Payment Application Times: The "date" for each progress "payment" is as indicated in Owner-Contractor Agreement. The period of construction work covered by each payment request is period indicated in Owner- Contractor Agreement.

C. Application Preparation: Except as otherwise indicated, complete every entry provided for on the form, including notarization and execution by au-thorized persons. Incomplete applications will be returned by Engineer without action. Entries must match current data of schedule of values and progress schedule and report. Listing must include amounts of change orders issued prior to last day of the "period of construction" covered by application.

D. Initial Payment Application: The principal administrative actions and sub-mittals which must precede or coincide with submittal of contractor's first payment application can be summarized as follows, but not necessarily by way of limitation:

1. Listing of subcontractors and principal suppliers and fabricators.

SCHEDULES, REPORTS AND PAYMENTS 01310 - 4

2. Schedule of values.

3. Progress schedule (preliminary if not final).

4. Schedule of principal products.

5. Schedule of unit prices.

6. Schedule of submittals (preliminary if not final).

7. Listing of Contractor's staff assignments and principal consultants.

8. Copies of acquired building permits and similar authorizations and licenses from governing authorities for current performance of the work.

9. Performance and payment bonds.

10. Evidence satisfactory to Owner that Contractor's insurance cover-ages have been secured.

11. Initial progress report, including report of pre-construction meeting.

E. Application at Time of Completion: Following issuance of Engineer's sub-stantial "certificate of completion", and also in part as applicable to prior certificates on portions of completed work as designated, a "special" pay-ment application may be prepared and submitted by Contractor. The prin-cipal administrative actions and submittals which must precede or coincide with such special applications can be summarized as follows, but not nec-essarily by way of limitation:

1. Warranties, (guarantees), maintenance agreements and similar provisions of contract documents.

2. Final cleaning of the work.

3. Application for reduction of retainage, and consent of surety.

4. Advice to Owner on coordination of shifting insurance coverages, including proof of extended coverages as required.

5. Listing of Contractor's incomplete work, recognized as exceptions to Engineer's certificate of substantial completion.

F. Final Payment Application: The administrative actions and submittals which must precede or coincide with submittal of contractor's final pay-ment application can be summarized as follows, but not necessarily by way of limitation:

1. Completion of project closeout requirements.

2. Completion of items specified for completion beyond time of sub-stantial completion (regardless of whether special payment applica-tion was previously made).

3. Assurance, satisfactory to Owner, that unsettled claims will be set-tled and that work not actually completed and accepted will be completed without undue delay.

4. Transmittal of required project construction records to Owner.

5. Proof, satisfactory to Owner, that taxes, fees and similar obligations

SCHEDULES, REPORTS AND PAYMENTS 01310 - 5

of Contractor have been paid.

6. Removal of temporary facilities, services, surplus materials, rubbish and similar elements.

7. Change over of door locks and other Contractor's access provisions to Owner's property.

8. Consent of surety for final payment.

G. Application Transmittal: Submit 6 executed copies of each payment appli-cation all with original signatures, one copy of which is completed with waivers of lien and similar attachments. Transmit each copy with a trans-mittal form listing those attachments, and recording appropriate infor-mation related to application in a manner acceptable to Engineer.

PART 2 - PRODUCTS .......... (Not Applicable)

PART 3 - EXECUTION .......... (Not Applicable)

END OF SECTION 01310

SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 01340 - 1

SECTION 01340 - SHOP DRAWINGS, PRODUCT DATA AND SAMPLES

1.1 DEFINITIONS

A. Work-Related Submittals: The provisions of this section apply to those required submittals that are related to individual units of work, not to ad-ministrative submittals, such as payment requests, insurance certificates and progress reports. Specific requirements in other specification sec-tions have precedence over the general requirements contained in this

B. Miscellaneous Submittals: In addition to the specific categories of shop drawings, product data and samples, as defined in the General Condi-tions, a category of miscellaneous submittals is required. This category includes, but is not limited to the following:

1. Warranties.

2. Workmanship Bonds.

3. Project Photographs.

4. Surveys.

5. Field Records.

6. Maintenance Manuals.

7. Inspection and Test Reports.

8. Closeout Submittals.

1.2 PROCEDURAL REQUIREMENTS

A. Coordination: Coordinate the preparation and processing of work- related submittals with the performance of the work. Coordinate each separate submittal with other submittals and related activities that require sequential activity. Coordinate the submittal of different units of interrelated work so that one submittal will not be delayed by the necessity of reviewing a re-lated submittal.

1. Prepare and transmit each submittal sufficiently in advance of the scheduled performance of related work and similar activities.

B. Review Time: Allow 2 weeks for the Architect/Engineer's initial processing of each submittal. Allow one week for reprocessing each submittal. No extension of time will be authorized because of failure to transmit submit-tals to the Architect/Engineer sufficiently in advance of the work.

C. Submittal Preparation: Mark each submittal with a permanent label for identification. Provide project name, date, name of Architect/Engineer, SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 01340 - 2 name of Contractor, number and title of appropriate specification section and similar definitive information. Provide a space on the label for Con-tractors and Architect/Engineer's review markings.

D. Submittal Transmittal: Package each submittal appropriately for transmit-tal and handling. Send each submittal from the Contractor to the Archi-tect/Engineer and other destinations using AIA transmittal form G810.

E. Additional Copies: Provide additional copies of submittals required by governing authorities that are in addition to copies specified for submittal to the Architect/Engineer.

1.4 SPECIFIC SUBMITTAL REQUIREMENTS

A. General: Where it is necessary to provide intermediate submittals be-tween the initial and final submittals, provide and process intermediate submittals in the same manner as for initial submittals.

1. Shop Drawings:

Shop Drawings: Prepare Project-specific information, drawn accu-rately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Fully illustrate requirements in the Contract

Documents. Include the following information, as applicable:

a. Identification of products.

b. Schedules.

c. Compliance with specified standards.

d. Notation of coordination requirements.

e. Notation of dimensions established by field measure-ment.

f. Relationship and attachment to adjoining construction clearly indicated.

g. Seal and signature of professional Architect/Engineer if specified.

2. Paper Sheet Size: Except for templates, patterns, and simi-lar full-size Drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches , but no larger than 30 by 42 inches.

a. Two opaque (bond) copies of each submittal. Architect will return one copy(ies). PDF sent in electronic format are also acceptable.

b. MEP submittals: Three opaque copies of each submittal.

Architect will retain two copies; remainder will be re-turned. PDF sent in electronic format is acceptable.

2. Product Data: Mark each copy to indicate the actual product to be provided; show selections from among options in the manufactur-

SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 01340 - 3

er's printed product data. Submit 2 copies to Architect/Engineer;

submittal is for information and record purposes only. Where the product data is required for maintenance manuals, submit 2 addi-tional copies which will be returned. Maintain one additional copy at the project site for reference purposes.

a. Do not proceed with the installation of manufactured prod-ucts until a copy of related product data is in the installer's possession at the project site.

3. Samples: Submit 3 sets of samples; one set will be returned. Pro-vide 3 or more samples in each set where variations in color, pat-tern or texture are observable. Maintain one additional copy at the project site for reference purposes.

a. Do not proceed with the installation of manufactured prod-ucts until a copy of related product data is in the installer's possession at the project site.

4. Warranties: Submit 2 executed copies, plus additional copies as required for maintenance manual.

5. Inspection and Test Reports: Where not processed as shop draw-ings or product data, provide 2 copies plus additional copies as re-quired for maintenance manuals.

6.. Maintenance Manuals: Submit 2 bound copies.

7. Record Drawings: Submit original maintained marked-up prints, plus 2 photographic copies which may, at the Contractor's option, be reduced to not less than half size.

8. Miscellaneous Record Documentation: Provide the original main-tained marked-up copy.

1.4 CONTRACTOR'S ACTION

A. Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect.

B. Contractor's Approval: Indicate Contractor's approval for each submittal with a uniform approval stamp. Include name of reviewer, date of Contractor's ap-proval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

1. Architect will not review submittals received from Contractor that do not have Contractor's review and approval.

1.5 ARCHITECT/ENGINEER'S ACTION

A. Action Submittals: Architect will review each submittal, indicate corrections or revisions required, and return it.

1. PDF Submittals: Architect will indicate, via markup on each submittal, the appropriate action, as follows:

SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 01340 - 4

a. No exceptions taken

b. Make corrections noted

c. Amend and resubmit

d. Rejected-See remarks.

2. Paper Submittals: Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action, as follows:

a. No exceptions taken

b. Make corrections noted

c. Amend and resubmit

d. Rejected-See remarks.

B. Informational Submittals: Architect will review each submittal and will not re-turn it, or will return it if it does not comply with requirements. Architect will forward each submittal to appropriate party.

C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Architect.

D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.

E. Architect will discard submittals received from sources other than Contractor.

F. Submittals not required by the Contract Documents will be returned by Archi-tect without action.

PART 2 – PRODUCTS ………….. (Not Applicable)

PART 3 – EXECUTION ………….. (Not Applicable)

END OF SECTION 01340

QUALITY CONTROL SERVICES 01400 - 1

SECTION 01400 - QUALITY CONTROL SERVICES

tary Conditions and other Division - 1 Specification Sections, apply to Work of this Section.

A. General: Required inspection and testing services are intended to assist in the determination of probable compliance of the work with requirements specified or indicated. These required services do not relieve the Contrac-tor of responsibility for compliance with these requirements or for compli-ance with requirements of the contract documents.

B. Definitions: The requirements of this section relate primarily to custom-ized fabrication and installation procedures, not to the production of standard products. Quality control services include inspections and tests and related actions including reports, performed by independent agencies and governing authorities, as well as directly by the Contractor. These services do not include Contract enforcement activities performed directly by the Architect/Engineer.

1. Specific quality control requirements for individual units of work are specified in the sections of these specifications that specify the in-dividual element of the work. These requirements, including in-spections and tests, cover both production of standard products, and fabrication of customized work. These requirements also cover quality control of the installation procedures.

2. Inspections, tests and related actions specified in this section and elsewhere in the contract documents are not intended to limit the Contractor's own quality control procedures which facilitate overall compliance with requirements of the contract documents.

3. Requirements for the Contractor to provide quality control services as required by the Architect/Engineer, the Owner, governing au-thorities or other authorized entities are not limited by the provisions of this section.

QUALITY CONTROL SERVICES 01400 - 2

1.3 RESPONSIBILITIES

A. Contractor Responsibilities: Except where they are specifically indicated as being the Owner's responsibility, or where they are to be provided by another identified entity, inspections, tests and similar quality control services are the Contractor's responsibility; these services also include those specified to be performed by an independent agency and not directly by the Contractor.

Costs for these services shall be included in the Contract Sum. The Contrac-tor shall employ and pay an independent agency, testing laboratory or other qualified firm to perform quality control services specified. The owner re-serves the right to approve the contractor’s independent testing agency and require replacement if the not supplied the required information in a timely manner.

1. The Contractor shall engage and pay for the services of another in-dependent agency to perform inspections and tests.

2. All test reports shall be submitted concurrently to the Archi-tect/Engineer with all failing tests denoted.

B. Retest Responsibility: Where results of required inspections, tests or simi-lar services prove unsatisfactory and do not indicate compliance of related work with the requirements of the contract documents, then retests are the responsibility of the Contractor, regardless of whether the original test was the Contractor's responsibility. Retesting of work revised or replaced by the Contractor is the Contractor's responsibility, where required tests were performed on original work.

B. Responsibility for Associated Services: The Contractor is required to cooper-ate with the independent agencies performing required inspections, tests and similar services, including but not limited to the West Virginia Division of Highways and the Department of Environmental Protection. Provide such auxiliary services as are reasonably requested. Notify the testing agency suf-ficiently in advance of operations to permit assignment of personnel. These auxiliary services include but are not necessarily limited to the following:

1. Providing access to the work.

2. Taking samples or assistance with taking samples.

3. Delivery of samples to test laboratories.

4. Security and protection of samples and test equipment at the project site.

D. Coordination: The Contractor and each independent agency engaged to perform inspections, tests and similar services for the project shall coordi-nate the sequence of their activities so as to accommodate required ser-vices with a minimum of delay in the progress of the work. In addition the

QUALITY CONTROL SERVICES 01400 - 3

Contractor and each independent testing agency shall coordinate their work so as to avoid the necessity of removing and replacing work to ac-commodate inspections and tests. The Contractor is responsible for scheduling times for inspections, tests, taking of samples and similar activ-ities.

1.4 QUALITY ASSURANCE

Qualification for Service Agencies: Except as otherwise indicated, engage in-spection and test service agencies, including independent testing laboratories, which are prequalified as complying with "Recommended Requirements for In-dependent Laboratory Qualification" by the American Council of Independent La-boratories, and which are recognized in the industry as specialized in the types of inspections and tests to be performed.

1.5 SUBMITTALS

A. General: Refer to Division -1 section on "Shop Drawings" for the general requirements on submittals. Submit a certified written report of each in-spection, test or similar service, directly to the Architect/Engineer, in dupli-cate, unless the Contractor is responsible for the service. If the Contractor is responsible for the service, submit a certified written report of each in-spection, test or similar service through the Contractor, in duplicate.

Submit additional copies of each written report directly to the governing authority, when the authority so directs.

B. Report Data: Written reports of such inspection, test or similar service shall include, but not be limited to the following:

1. Name of testing agency or test laboratory.

2. Dates and locations of samples and tests or inspections.

3. Names of individuals making the inspection or test.

4. Designation of the work and test method.

5. Complete inspection or test data.

6. Test results.

7. Interpretations of test results.

8. Notation of significant ambient conditions at the time of sample-taking and testing.

9. Comments or professional opinion as to whether inspected or test-ed work complies with requirements of the contract documents.

10. Recommendations on retesting, if applicable.

PART 2 - PRODUCTS …………. (Not Applicable).

QUALITY CONTROL SERVICES 01400 - 4

PART 3 - EXECUTION

3.1 REPAIR AND PROTECTION

A. General: Upon completion of inspection, testing, sample-taking and simi-lar services performed on the work, repair damaged work and restore substrates and finishes to eliminate deficiencies, including deficiencies in the visual qualities of exposed finishes.

B. Repair and protection is the Contractor's responsibility, regardless of the assignment of responsibility for inspection, testing or similar services.

END OF SECTION 01400

SPECIFIC WARRANTIES 01640 - 1

SECTION 01640 - SPECIFIC WARRANTIES

A. Categories of Specific Warranties: It is recognized that warranties on the work are in several categories, including those of the General Conditions, a one (1) year warranty on all work, products, materials, etc.; and, includ-ing (but not necessarily limited to) the following specific categories related to the individual units of work specified in the technical specifications as written in the contract drawings.

1. Special Project Warranty (Guarantee): A warranty specifically writ-ten and signed by Contractor for a defined portion of the work; and, where required, countersigned by sub-contractor, installer, manu-facturer or other entity engaged by Contractor; formerly generally recognized as (and sometimes specified in contract documents as) a "guarantee".

2. Specified Product Warranty: A warranty which is required by con-tract documents, to be provided for a manufactured product which is incorporated into the work; regardless of whether manufacturer has published the warranty without consideration for specific incor-poration of product into the work, or has written and executed the warranty as a direct result of contract document requirements.

3. Coincidental Product Warranty: A warranty which is not specifically required by contract documents (other than as specified in this Sec-tion); but which is available on a product incorporated into the work, by virtue of the fact that manufacturer of product has published the warranty in connection with purchases and uses of product without regard for specific applications except as otherwise limited by terms of the warranty.

B. Definition; Manufactured Product: A physical item for incorporation into the work, which has been produced from raw or natural materials by a manufacturing process, and which is purchased from a manufacturer ei-ther specifically for the work or for Contractor's/Sub-contractor's/Fabricator's/Installer's stock for which it is drawn for incorpora-tion into the work.

SPECIFIC WARRANTIES 01640 - 2

C. Explanation: This section specified general requirements for special pro-ject warranties, specified product warranties, and coincidental product warranties. It is recognized that required "certifications" and other com-mitments and agreements for continuing services to Owner, flowing out of Contract, are similar to requirements of this section, and are specified elsewhere in contract documents.

D. Refer to individual sections of technical specifications for determination of units of work which are required to be specifically or individually warrant-ed, and for specific requirements and terms of those warranties.

E. Refer to the General Conditions for terms of Contractor's general warran-ties.

F. General Limitations: It is recognized that specific warranties are intended primarily to protect Owner against failure of work to perform workmanship, regardless of sources. Except as otherwise indicated, specific warranties do not cover failures in work which result from:

1. Unusual and abnormal phenomena of the elements,

2. The Owner's misuse, maltreatment or improper maintenance of the work,

3. Vandalism after the time of substantial completion, or

4. Insurrection or acts of aggression including war.

G. Although manufacturers' commitments in product warranties on products used in the work are generally written to exclude product failures which result from failure of other work (such as failure of substrate supporting product), such limitations in product warranties do not relieve Contractor of the more general warranties on work which incorporates use of such products. Except as otherwise indicated, this same relationship applies to units of work performed by other entities (other than manufacturers), such as fabricators, installers and sub-contractors who are required to counter-sign special project warranties with Contractor for such units or work.

H. Related Damages and Losses: In connection with Contractor's correction of warranted work which has failed, remove and replace other work of pro-ject which has been damaged as a result of such failure, or must be re-moved and replaced to provide access for correction of such warranted work.

I. Consequential Damages: Except as otherwise indicated or required by governing regulations, specific warranties are extended to cover damage (other than work of Contract) which occurs as a result of failure of such

SPECIFIC WARRANTIES 01640 - 3

warranted work.

J. Reinstatement of Warranty Period: Except as otherwise indicated, when work covered by a special project warranty or specified product warranty has failed and has been corrected by replacement or restoration, reinstate such warranty by written endorsement for a period of time equal to original warranty period of time, starting on date of acceptance of replaced or re-stored work.

K. Replacement Cost, Obligations: Upon determination within warranty peri-od that a unit of work covered by a special project warranty or a product covered by a specified product warranty has failed, proceed promptly to replace or restore work or product to acceptable condition complying with requirements of contract document. Except as otherwise indicated herein, cost of replacing or restoring such failing work or product is Contractor's obligation, without regard for whether Owner has already benefited from use of failing work or product through a portion of its anticipated useful service life.

L. Owner's Recourse: Except as otherwise indicated, specific warranties do not diminish implied warranties, and shall not deprive Owner of actions, rights and remedies otherwise available for Contractor's failure to fulfill re-quirements of contract documents, nor shall periods of warranties by in-terpreted as limitations on time in which Owner can pursue such actions, rights or remedies.

M. Rejection of Warranties: Owner reserves the right, at time of substantial completion or thereafter, to reject coincidental product warranties submit-ted by Contractor, which in sole opinion of Owner tend to detract from or confuse interpretation of requirements of the contract documents. Limit selections and purchases to products where coincidental product warran-ties are not in conflict with the requirements of the contract documents.

N. Contractor's Procurement Obligations: Do not purchase, subcontract for, or allow others to purchase or sub-contract for materials or product war-ranty, certification or similar commitment is required, until it has been de-termined that entities required to countersign such commitments are will-ing to do so. Refer seemingly irresolvable instances to Engineer for ad-ministrative or procedural consultation before proceeding.

1.3 SPECIFIC WARRANTY FORMS

A. General: The required general forms for special project warranties and specified product warranties are included at end of this section. Prepare a written document to contain terms as required, ready for execution by re-

SPECIFIC WARRANTIES 01640 - 4

quired parties. Submit draft to Owner, through Engineer, for approval prior to final execution.

1. Refer to individual sections of technical notes and specifications as found on the contract drawings, for specific content requirements, and unique from requirements (if any), for submittal of special pro-ject warranties and specified product warranties.

B. Submit specific warranties along with requests for certification of substan-tial completion or request acceptance of proposed other dates for begin-ning of the warranty periods. Date (2) will be inserted to correspond with certification or acceptance dates, as established by Engineer and accept-ed by Owner.

PART 2 - PRODUCTS ………….. (Not Applicable)

PART 3 - EXECUTION ………….. (Not Applicable).

END OF SECTION 01640

PROJECT CLOSEOUT 01700 - 1

SECTION 01700 - PROJECT CLOSEOUT

A. Definitions: Project closeout is the term used to describe certain collective project requirements, indicating completion of the work that are to be ful-filled near the end of the Contract time in preparation for final payment to the Contractor and the normal termination of the Contract.

1. Specific requirements for individual units of work are included in the appropriate sections in technical specifications and notes as found in the contract drawings..

2. Time of closeout is directly related to "Completion"; therefore, the time of closeout may be either a single time period for the entire Work or a series of time periods for individual elements of the Work that have been certified as complete at different dates. This time variation, if any, shall be applicable to the other provisions of this

1.3 PREREQUISITES TO COMPLETION

A. General: Complete the following before requesting the Archi-tect/Engineer's inspection for certification of substantial completion, either for the entire Work or for portions of the Work. List known exceptions in the request.

1. In the progress payment request that coincides with, or is the first request following, the date completion is claimed, show either 100% completion for the portion of the Work claimed as "complete", or list incomplete items, the value of incomplete work, and reasons for the Work being incomplete.

2. Include supporting documentation for completion as indicated in these contract documents.

B. Submit a statement showing an accounting of changes to the Contract

Sum.

C. Advise Owner of pending insurance change-over requirements.

PROJECT CLOSEOUT 01700 - 2

D. Submit specific warranties, workmanship/maintenance bonds, mainte-nance agreements, final certifications and similar documents.

E. Obtain and submit releases enabling the Owner's full, unrestricted use of the Work and access to services and utilities. Where required, include oc-cupancy permits, operating certificates and similar releases.

F. Submit record drawings, maintenance manuals, and similar final record in-formation.

G. Deliver tools, spare parts, extra stock of material and similar physical items to the Owner.

H. Make the final change-over of locks and transmit the keys to the Owner.

Advise the Owner's personnel of the change-over in security provisions.

I. Complete start-up testing of systems, and instruction of the Owner's oper-ating and maintenance personnel. Discontinue or change over and re-move temporary facilities and services from the project site, along with construction tools and facilities, mock-ups and similar elements.

J. Complete final cleaning up requirements, including touch-up painting of marred surfaces.

K. Touch-up and otherwise repair and restore marred exposed finishes.

L. Inspection Procedure: Upon receipt of the Contractor's request for inspec-tion, the Architect/Engineer will either proceed with inspection or advise the contractor of unfilled prerequisites.

1. Following the initial inspection, the Architect/Engineer will either prepare the certificate of substantial completion, or will advise the Contractor of work that must be performed before the certificate will be issued. The Architect/Engineer will repeat the inspection when requested and when assured that the Work has been completed.

2. Results of the completed inspection will form the initial "punch-list" for final acceptance.

1.4 PREREQUISITES TO FINAL ACCEPTANCE

A. General: Complete the following before requesting the Archi-tect/Engineer's final inspection for certification of final acceptance, and fi-nal payment as required by the General Conditions. List known excep-tions, if any, in the request.

1. Submit the final payment request with final releases and supporting

PROJECT CLOSEOUT 01700 - 3

documentation not previously submitted and accepted. Include cer-tificates of insurance for products and completed operations where required.

2. Submit an updated final statement, accounting for final additional changes to the Contract Sum.

Submit a certified copy of the Architect/Engineer's final punch-list of itemized work to be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance and has been endorsed and dated by the Architect/Engineer.

3. Submit consent of surety.

4. Submit a final liquidated damages settlement statement, acceptable to the Owner.

5. Submit evidence of final, continuing insurance coverage complying with insurance requirements.

B. Re-inspection Procedure: The Architect/Engineer will re-inspect the Work upon receipt of the Contractor's notice that the work, including punch-list items resulting from earlier inspections, has been completed, except for these items whose completion has been delayed because of circumstanc-es that are acceptable to the Architect/Engineer.

1. Upon completion of re-inspection, the Architect/Engineer will either prepare a certificate of final acceptance, or will advise the Contrac-tor of work that is incomplete or of obligations that have not been fulfilled, but are required for final acceptance.

2. If necessary, the reinspection procedure will be repeated.

1.5 RECORD DOCUMENT SUBMITTALS

A. General: Specific requirements for record documents are indicated in the individual sections of these specifications. Other requirements are indi-cated in the General Conditions. General submittal requirements are indi-cated in the various "submittals" sections.

1. Do not use record documents for construction purposes; protect from deterioration and loss in a secure, fire-resistive location; pro-vide access to record documents for the Architect/Engineer's refer-ence during normal working hours.

B. Record Drawings: Maintain a record set of blue or black line white-prints of contract drawings and shop drawings in a clean, undamaged condition.

Mark-up the set of record documents to show the actual installation where the installed work varies substantially from the work as originally shown.

Mark whichever drawing is most capable of showing the actual "field" con-dition fully and accurately; however, where shop drawings are used for mark-up, record a cross-reference at the corresponding location on the

PROJECT CLOSEOUT 01700 - 4

working drawings. Give particular attention to concealed work that would be difficult to measure and record at a later date.

1. Mark record sets with red erasable pencil and where feasible, use other colors to distinguish between variations in separate catego-ries of work.

2. Mark-up new information which is known to be important to the Owner, but for some reason was not shown on either contract drawings or shop drawings.

3. Note related change-order numbers where applicable.

4. Organize record drawing sheets into manageable sets by trade

(e.g., Civil, Architectural, Structural, etc.), bind with durable paper cover sheets, and print suitable titles, dates and other identification on the cover of each set.

C. Record Specifications: Maintain one complete copy of the Project Manual, including specifications and addenda, and one copy of other written con-struction documents such as change orders and similar modifications is-sued in printed form during construction. Mark these documents to show substantial variations in the actual work performed in comparison with the text of the specifications and modifications as issued. Give particular at-tention to substitutions, selection of options and similar information on work where it is concealed or cannot otherwise be readily discerned at a later date by direct observation. Note related record drawing information and product data, where applicable.

1. Upon…