Project Manual

For the

West Fork River Public Access Sites

Spelter Road PAS - Site 10 in

Harrison County, West Virginia

Owner:

West Virginia Division of Natural Resources Wildlife Resources Section

324 4th Avenue South Charleston, WV 25303

April 15, 2024

Set No.

II E.L. ROBINSON

i11111ENGINEERING

TABLE OF CONTENTS 1 OF 1

WVDNR WEST FORK RIVER

PUBLIC ACCESS SITES

LEWIS AND HARRISON COUNTIES, WV

TABLE OF CONTENTS

DESCRIPTION PAGES

CONTRACT FORMS

General Conditions of the Contract for Construction AIA Document (A201-2017)

WV Supplementary Conditions to AIA Document (A201-2017)

Exhibit A – Pricing Page

Standard Form of Agreement between Owner and Contractor AIA Document (A101-2017)

TECHNICAL SPECIFICATIONS

Division 1 – General Requirements

Section 01010 Summary of Work Section 01200 Project Meetings Section 01300 Submittals Section 01400 Quality Control Section 01570 Traffic Regulations and Road Maintenance…………………………………………. 2 Section 01600 Materials and Equipment Section 01700 Project Closeout

Division 2 - Sitework

Section 02050 Demolition Section 02110 Clearing and Grubbing Section 02120 Erosion and Sediment Control Section 02200 Earthwork Section 02513 Bituminous Concrete Paving and Appurtenances Section 02720 Storm Sewage System Section 02751 Cement Concrete Pavement Section 02764 Pavement Joint Sealants Section 02800 Site Furnishings Section 02920 Lawns & Grasses

Division 3 – Concrete

Section 03100 Concrete Formwork Section 03200 Concrete Reinforcement Section 03301 Cast-in-Place Concrete

GEOTECHNICAL REPORT

E014873 Typewritten Text

E014873 Typewritten Text

EXHIBIT A – PRICING PAGE

WV DNR Wildlife Section

West Fork Public Access Site (Spelter Road)

FP-1

We, the undersigned, having examined the site and being familiar with the local conditions affecting the cost of the work and also being familiar with the general conditions to bidders, drawings, and specifications, hereby proposes to furnish all materials, equipment, and labor to complete all work in a workmanlike manner, as described in the Bidding documents.

“A” Base Bid

The Base Bid shall consist of all the work described in the Bidding Documents including the Plans, Project Manual, and any addendums not identified as an additive alternate.

Total Base Bid:

Lump sum for all labor, materials, and equipment necessary for a complete project.

Written in numbers.

Total Base Bid: “A” Lump sum for all labor, materials, and equipment necessary for a complete project.

Written in words.

Name of Vendor:

Address of Vendor:

Phone Number of Vendor:

WV Contractors License No.

WV-

EXHIBIT A – PRICING PAGE

WV DNR Wildlife Section

West Fork Public Access Site (Spelter Road)

FP-2

"B" Unit Price Bid (Additional Items)

Item Unit Quantity Unit Price Ext.

1) Removal, Disposal, and replacement of unsuitable soils

CY

2) Additional Riprap

Ton

Total Unit Price Bid:

Total of all unit price items.

Total of all unit price items.

Total Bid

Total Bid:

Base Bid plus Unit Price Bid

Base Bid plus Unit Price Bid

West Fork River PAS Project No. 1022032 SUMMARY OF WORK 01010 - 1

SECTION 01010 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 PROJECT/WORK IDENTIFICATION

A. General: Project name is “West Fork Public Access Site (Spelter Road)” as shown on Contract Documents prepared by E. L. Robinson. Drawings and specifications are dated April 15, 2024.

B. This project involves the installation and repairs of concrete boat ramps, riprap slope stabilization, asphalt parking, striping of parking areas, minor grading and storm drainage improvements around the boat launch and parking areas, and other miscellaneous site items associated with the construction.

C. It is the intention of this project to minimize impacts to the site and local traffic.

D. Special Considerations are as follows:

1. Exact location of underground utility lines is not known. Contact One Call - Miss Utility of WV prior to starting construction. Contractor shall repair any damaged utility lines at no additional cost to Owner.

2. Contractor shall provide required maintenance of traffic.

3. The Contractor will transport and dispose all rubble and debris from the construction project.

E. Summary by References: Work of the Contract can be summarized by references to the Contract, General Conditions, Supplementary Conditions, Specification Sections, Drawings, addenda and modifications to the contract documents issued subsequent to the initial printing of this project manual and including but not necessarily limited to printed material referenced by any of these. It is recognized that work of the Contract is also unavoidably affected or influenced by governing regulations, natural phenomenon including weather conditions and other forces outside the contract documents.

1.3 CONTRACTOR USE OF PREMISES

A. General: The Contractor shall limit his use of the premises to the work limits indicated.

B. Use of the Site: Confine operations at the site to the areas permitted under the Contract. Portions of the site beyond areas on which work is indicated are not to be disturbed. Conform to site rules and regulations affecting the work while engaged in project construction.

C. Do not unreasonably encumber the site with materials or equipment. Minimize stockpiling of materials. If additional storage is necessary, obtain and pay for such storage off site.

D. Lock automotive type vehicles, such as passenger cars and trucks and other mechanized or motorized construction equipment, when parked and unattended, so as to prevent unauthorized use.

Project No. 1022032 SUMMARY OF WORK 01010 - 2

Do not leave such vehicles or equipment unattended with the motor running or the ignition key in place.

E. Coordination: The Contractor shall be responsible for coordinating all phases of work with the

WVDNR's representative.

1.4 OWNER OCCUPANCY

A. Full Owner Occupancy: The public will have limited access to the site during the entire period of construction. Cooperate fully with the Owner or his representative during construction operations to minimize conflicts and to facilitate public usage. Perform the work so as not to unduly interfere with the public's access.

1.5 ALTERATIONS AND COORDINATION

B. General: The work of this Contract includes coordination of the entire work of the project, including preparation of schedules and control of site utilization, from beginning of construction activity through project close-out and warranty periods.

SECTION 2 – PRODUCTS (Not Applicable)

SECTION 3 – EXECUTION (Not Applicable)

END OF SECTION 01010

Project No. 1022032 PROJECT MEETINGS 01200 - 1

SECTION 01200 - PROJECT MEETINGS

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

1.2 SUMMARY

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

1. Pre-Construction Conference.

2. Coordination Meetings.

3. Progress Meetings.

B. Construction schedules are specified in another Division-1 Section.

1.3 PRE-CONSTRUCTION CONFERENCE

A. 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 their 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 including 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.

10. Office, Work and storage areas.

11. Equipment deliveries and priorities.

12. Safety procedures.

13. First aid.

14. Security.

15. Housekeeping.

16. Working hours.

Project No. 1022032 PROJECT MEETINGS 01200 - 2

1.4 PROGRESS AND COORDINATION MEETINGS

A. Conduct progress and coordination meetings at the Project site at scheduled intervals. Notify the Owner and Engineer of scheduled meeting dates. Coordinate dates of meetings with preparation of the payment request.

B. Attendees: In addition to representatives of the Owner and Engineer, each subcontractor, supplier or other entity concerned with current progress or involved in planning, coordination or performance of future activities 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.

1. Contractor's Construction Schedule: Review progress since the last meeting. Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

2. Review the present and future needs of each entity present, including such items as:

a. Interface requirements.

b. Time.

c. Sequences.

d. Deliveries.

e. Off-site fabrication problems.

f. Access.

g. Site utilization.

h. Temporary facilities and services.

i. Hours of Work.

j Hazards and risks.

k. Housekeeping.

l. Quality and Work standards.

m. Change Orders.

n. Documentation of information for payment requests.

D. Reporting: No later than 3 days after each progress meeting date, distribute copies of minutes of the meeting to each party present and to other parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report.

1. Schedule Updating: Revise the construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue the revised schedule concurrently with the report of each meeting.

END OF SECTION 01200

Project No. 1022032 SUBMITTALS 01300 - 1

SECTION 01300 - SUBMITTALS

1.01 DESCRIPTION

Work Included:

Construction Schedule Manufacturer's Directions Shop Drawings Certificates of Compliance Record of Test Results Record Drawings Maintenance Manuals Samples Construction Photographs

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.01 APPLICATION

A. Construction Schedule and Chart

1. The General Contractor shall develop a construction schedule and chart showing his proposed time schedule for the various work components required under this contract.

2. Room shall be provided on the original schedule and chart whereby the

Contractor can plot actual progress of the work against that initially proposed.

3. The construction schedule and chart should be of a type and quality that will aid both the Contractor and Engineer in checking the rate of accomplishment of the work.

4. The construction schedule and chart shall be submitted to the Engineer for approval one week prior to a pre-construction meeting. The General Schedule shall be discussed at the Pre-Construction meeting and copies made available to all interested parties. No construction shall be permitted until the construction schedule is approved by the Engineer.

5. The approved schedules shall be posted in a location readily noticeable on the project site.

6. The Contractor shall also estimate the dollar amounts of money to be

Project No. 1022032 SUBMITTALS 01300 - 2 expended on a month-to-month basis over the life of the project, and include these figures on the construction schedule.

7. The Construction Schedule, including projected expenditures, shall be updated monthly and submitted to the Engineer with the monthly estimate for payment.

8. Monthly estimate of payment will not be paid without the contractor's full compliance with Section 3.01.A.7 of this Section. The Contractor will be required to resubmit the rejected payment request as part of the next monthly estimate of payment.

B. Manufacturer's Directions

1. Each Contractor shall apply, install, connect, erect, use, clean and condition manufactured articles, materials, and equipment as directed by the manufacturer, unless specified to the contrary.

2. Wherever specifications call for work to be performed or materials to be furnished in accordance with manufacturer's printed instructions or directions, the Contractor shall furnish three (3) copies of those instructions or directions to the Engineer before installing materials or performing work.

C. Shop Drawings

1. The Contractor shall furnish the Engineer with six (6) copies of all shop and erection drawings, and manufacturer's descriptive data for review.

2. Shop and erection drawings shall include reference to the applicable section of the specifications.

3. The Contractor shall check and verify all field dimension requirements and shall check and approve all such shop and erection drawings and manufacturer's descriptive data, and affix approval stamp, prior to transmitting to Engineer. The Engineer will return any submittals not stamped by the General Contractor. Whenever the elements of construction or the details of their installation, so described by such, deviate from the requirements of the plans and/or specifications, then the Contractor shall point out such deviation in the letter of transmittal. This procedure must be followed, and such deviations must be specifically accepted by the Engineer in writing.

4. Three (3) copies will be returned to the Contractor (for correction if required) and three (3) copies retained by the Engineer for office reference. Should corrections be required, the Contractor shall resubmit six (6) copies for final review by Engineer and distribution to Owner (1) copy and Engineer’s Field Representative (1) copy and Contractor (3) copies.

Project No. 1022032 SUBMITTALS 01300 - 3

5. No materials or equipment shall be used or installed until approval is received by the Contractor.

6. The purposes of having shop and erection drawings and manufacturer's descriptive data reviewed by the Engineer are two-fold:

a. To assure the compliance with the purpose and intent of the plans and specifications.

b. To assist the Contractor in interpreting the plans and specifications so as to eliminate mistakes in the material or equipment before it is actually shipped to the site of the work.

7. The formal review given to shop drawings and other items submitted by the

Contractor is to be considered as in conformance with these purposes and in no manner shall be construed so as to relieve the Contractor from any liability or responsibility for proper construction or compliance with the plans and specifications.

8. All shop drawings shall be submitted prior to 50% of contract completion.

Failure to submit all required shop drawings prior to 50% completion will result in withholding of payment until such submittals are received.

D. Certificates of Compliance

Any certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in three (3) copies. Each certificate shall be signed by an authorized officer of the manufacturing company and shall contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply.

Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies. Certification shall not be construed as relieving the Contractor from furnishing satisfactory material, if, after tests are performed on selected samples, the material is found not to meet the specific requirements.

E. Record of Test Results

1. The Contractor shall maintain a record of all testing performed during the life of the project.

2. Separate records shall be kept for each type of testing required.

3. Records should indicate the line or location, the date of testing, the persons involved in testing and the results.

4. At the end of the project, all testing records shall be turned over to the

Engineer.

F. Record Drawings

Project No. 1022032 SUBMITTALS 01300 - 4

1. At completion of work and prior to final payment, each Contractor shall provide Engineer with a marked-up set of blue or black line prints showing all changes or variations from contract drawings, and not specified on change order drawings therefore issued.

2. The marked-up set of prints will be acceptable providing they are in first class condition for record purposes. Each Contractor shall be responsible for the accuracy of record drawings. No arbitrary mark-ups permitted.

3. To comply with above, Contractor shall make changes at the project site as they occur. During the first week of each month each Contractor shall present, at the project site, a job copy showing variations and changes to date to Engineer or Owner's representative for their review. Engineer may withhold approval for payment until record drawings are brought up to date.

4. If above data is not available at the close of the contract for record drawing resolution, the cost of preparing such record drawings from the records accumulated by the Engineer will be deducted from the Contractor's contract at the cost of $50.00 per hour.

G. Operation and Maintenance Manual Submittals

1. The manufacturers or suppliers of those items of equipment selected to be utilized in the project will provide six (6) sets of complete operating and maintenance instruction manuals to the Engineer for incorporation into the overall manual to be prepared by the Engineer. Submittals shall be provided prior to the completion of 50% of the project construction by each Contractor. Failure to submit operation and maintenance manuals prior to 50% contract completion will result in withholding of payment until such submittals are received.

2. The manual shall be as follows:

a. Manual shall include manufacturer’s written instructions for maintenance and operation, including recommended lubricants and lubricating procedures.

b. Manual shall be hard cover, three (3) ring binder(s) with index tabs indicating separations between equipment.

c. For control equipment, manual shall contain narrative of the control cycle for the control equipment as well as descriptive diagrams.

d. Manufacturers will submit a listing of parts and recommended spare parts.

e. If the descriptive literature applies to more than one model, size, type, etc., it will be plainly marked to indicate those instructions and figures which describe the equipment supplied.

Project No. 1022032 SUBMITTALS 01300 - 5

f. Complete wiring diagrams as applicable.

g. Equipment drawings as applicable.

H. Samples

The number and type of samples submitted shall be specified in the particular section to which they apply.

I. Construction Photographs

1. Direction of View/Vantage Points

a. Exterior photographs shall be taken from vantage points to view each structure and show all work adequately.

b. Interior photographs shall be taken from vantage points to show all work.

2. Times of Photography

Photographs shall be taken at each of the following stages of construction:

a. Before commencement of construction.

b. At one (1) month intervals during construction of the facilities.

Photographs of any month need only show new work for that month.

c. Upon completion of construction.

3. Photographs shall be color, glossy and 3 in. x 5 in. All photographs shall be identified on the back by date, project name and location. Three (3) sets of photographs shall be delivered to the Engineer as soon as possible after they are taken.

4. Notification and Coordination

The Contractor shall notify the Engineer at least five (5) days before the taking of the construction photographs listed above.

END OF SECTION 01300

Project No. 1022032 QUALITY CONTROL 01400 - 1

SECTION 01400 - QUALITY CONTROL

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

1.2 SECTION INCLUDES

A. Quality assurance and control of installation.

B. References.

C. Field samples.

D. Mock-up.

E. Inspection and testing laboratory services.

F. Manufacturers' field services and reports.

1.3 RELATED SECTIONS

A. Section 01300 - Submittals.

B. Section 01600 - Material and Equipment.

1.4 QUALITY ASSURANCE/CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality.

B. Comply fully with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from

Owner's Representative before proceeding.

D. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Perform work by persons qualified to produce workmanship of specified quality.

F. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement.

1.5 REFERENCES

A. Conform to reference standard by date of issue current on date of Contract Documents.

B. Obtain copies of standards when required by Contract Documents.

Project No. 1022032 QUALITY CONTROL 01400 - 2

C. Should specified reference standards conflict with Contract Documents, request clarification for Owner's Representative before proceeding.

D. The contractual relationship of the parties to the Contract shall not be altered from the Contract

Documents by mention or inference otherwise in any reference document.

1.6 FIELD SAMPLES

A. Install field samples at the site as required by individual specifications Sections for review.

B. Acceptable samples represent a quality level for the Work.

C. Where field sample is specified in individual Sections to be removed, clear area after field sample has been accepted by Owner's Representative.

1.7 MOCK-UP

A. Assemble and erect specified items, with specified attachment and anchorage devices, flashings, seals, and finishes.

B. Where mock-up is specified in individual Sections to be removed, clear area after mock-up has been accepted by Owner's Representative.

1.8 INSPECTION AND TESTING LABORATORY SERVICES

A. The Contractor will pay for services of an independent firm to perform inspection and testing.

B. The independent firm will perform inspections, tests, and other services specified in individual specification Sections and as required by the Owner's Representative.

C. Reports will be submitted by the independent firm to the Owner's Representative in duplicate, indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents.

D. Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage and assistance as requested.

1. Notify Owner's Representative and independent firm 24 hours prior to expected time for operations requiring services.

2. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use.

E. Retesting required because of non-conformance to specified requirements shall be performed by the same independent firm on instructions by the Owner's Representative. Payment for retesting will be charged to the Contractor by deducting inspection or testing charges from the Contract Sum/Price.

1.9 MANUFACTURERS' FIELD SERVICES AND REPORTS

A. When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust, and balance of equipment as applicable, and to initiate instructions when necessary.

Project No. 1022032 QUALITY CONTROL 01400 - 3

B. Individuals to report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.

C. Submit report in duplicate within 30 days of observation to Owner's Representative for review.

PART 2 – PRODUCTS (Not Applicable)

PART 3 – EXECUTION (Not Applicable)

END OF SECTION 01400

Project No. 1022032 TRAFFIC REGULATION & ROAD MAINTENANCE 01570 - 1

SECTION 01570 - TRAFFIC REGULATION & ROAD MAINTENANCE

other Division-1 Specification sections, apply to work of this Section.

1.2 WORK RELATED

A. The work to be performed under this section consists of furnishing all labor, materials, and equipment necessary to maintain traffic of adjacent roadways during the construction period and other related items as specified herein and as indicated on the contract drawings.

1.3 PROTECTION

A. Section 02050, Paragraph 1.06 shall apply to this section.

1.4 RELATED WORK SPECIFIED ELSEWHERE

A. Earthwork - Section 02200

B. Bituminous Concrete Paving and Appurtenances - Section 02513

1.5 REFERENCE SPECIFICATIONS

A. West Virginia Department of Highways, “Standard Specifications.” Section 636 Maintaining Traffic, West Virginia Department of Highways Traffic Control for Street and Highway Construction and Maintenance Operations.

PART 2 - PRODUCTS

2.1 AGGREGATE

A. Material for resurfacing of restored roadways shall be Class 1 aggregate as specified in Section 02513.

2.2 BITUMINOUS CONCRETE PAVING

A. Material for resurfacing adjoining roads shall be in accordance with Sections 307, 401, 404, 408 and 409 of West Virginia Department of Highway specifications.

3.1 MAINTAINING TRAFFIC

A. Traffic shall be maintained as noted on the plans and adjacent to the project throughout construction.

B. The Contractor shall be responsible for maintaining the flow of all vehicles and pedestrian traffic through the project area.

Project No. 1022032 TRAFFIC REGULATION & ROAD MAINTENANCE 01570 - 2

C. The Contractor shall be aware that the business atmosphere of all areas of the project area will be in operation during construction.

D. Traffic and pedestrian control devices, signs, and barriers necessary to protect pedestrians and vehicles fabricated and installed according to the manual referenced in Paragraph 1. 5 of this section.

E. All stockpiles of materials and equipment storage shall be located so as not to interfere with traffic.

F. All traffic and pedestrian control devices shall be maintained during construction and shall remain only as long as needed.

3.2 ROADWAY MAINTENANCE AND REPAIRS

A. The Contractor shall maintain streets under construction and the adjoining streets adjacent to the work areas throughout construction. The roadways shall be kept as smooth as possible, passable, and safe for anticipated speeds.

B. Upon completion of construction, if the adjoining streets to the main construction area are damaged beyond the work limits designated on the plans, they shall be repaired using the specified aggregate and bituminous concrete associated with the repair of the damaged areas. The materials shall be applied and compacted as specified in Sections 307, 401, 404, 408 and 409 of the West Virginia Division of Highways specifications.

END OF SECTION 01570

Project No. 1022032 MATERIAL AND EQUIPMENT 01600 - 1

SECTION 01600 - MATERIAL AND EQUIPMENT

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

A. Products.

B. Transportation and handling.

C. Storage and protection.

D. Product options.

E. Substitutions.

A. Section 01400 - Quality Control.

1.4 PRODUCTS

A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse.

B. Provide interchangeable components of the same manufacturer, for similar components.

1.5 TRANSPORTATION AND HANDLING

A. Transport and handle products in accordance with manufacturer's instructions.

B. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged.

C. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage.

1.6 STORAGE AND PROTECTION

A. Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather-tight, climate-controlled enclosures.

B. For exterior storage of fabricated products, place on sloped supports, above ground.

Project No. 1022032 MATERIAL AND EQUIPMENT 01600 - 2

C. Provide off-site storage and protection when site does not permit on-site storage or protection.

D. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation.

E. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matter.

F. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage.

G. Arrange storage of products to permit access for inspection. Periodically inspect to assure products are undamaged and are maintained under specified conditions.

1.7 PRODUCT OPTIONS

A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description.

B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed.

C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named.

1.8 SUBSTITUTIONS

A. Instructions to Bidders specify time restrictions for submitting requests for Substitutions during the bidding period to requirements specified in this Section.

B. Document each request with complete data substantiating compliance of proposed Substitution with

C. A request constitutes a representation that the Contractor:

1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product.

2. Will provide the same warranty for the Substitution as for the specified product.

3. Will coordinate installation and make changes to other Work, which may be required for the Work to be complete with no additional cost to Owner.

4. Waives claims for additional costs or time extension, which may subsequently become apparent.

D. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the

E. Substitution Submittal Procedure:

1. Submit three copies of request for Substitution for consideration. Limit each request to one proposed Substitution.

Project No. 1022032 MATERIAL AND EQUIPMENT 01600 - 3

2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence.

3. The Owner’s Representative will notify Contractor, in writing, of decision to accept or reject request.

PART 3 – EXECUTION (Not Applicable)

END OF SECTION 01600

Project No. 1022032 PROJECT CLOSEOUT 01700 - 1

01700 - PROJECT CLOSEOUT

other Division-1 Specification sections, apply to work of this Section.

1.2 DESCRIPTION OF REQUIREMENTS

A. Project closeout is the term used to describe certain collective project requirements, indicating completion of the Work that are to be fulfilled near the end of the Contract time in preparation for final acceptance and occupancy of the Work by the Owner, as well as 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

Divisions 2 thorough 16.

2. Time of closeout is directly related to "Substantial 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 has been certified as substantially complete at different dates. This time variation, if any, shall be applicable to the other provisions of this section.

1.3 PREREQUISITES TO SUBSTANTIAL COMPLETION

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

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

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

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

D. Advise Owner of pending insurance changeover requirements.

E. Submit specific warranties, workmanship/maintenance bonds, maintenance agreements, final certifications, and similar documents.

F. Obtain and submit releases enabling the Owner's full, unrestricted use of the Work and access to services and utilities. Where required, include occupancy permits, operation certificates and similar releases.

G. Submit record drawings, maintenance manuals, damage or settlement survey, property survey, and similar final record information.

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

Project No. 1022032 PROJECT CLOSEOUT 01700 - 2

I. Complete startup testing of systems, and instruction of the Owner's operating and maintenance personnel. Discontinue or change over and remove temporary facilities and services from the project site, along with construction tools and facilities, mockups, 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 Procedures: Upon receipt of the Contractor's request for inspection, the Owner's

Representative will either proceed with inspection or advise the Contractor of unfilled prerequisites.

1. Following the initial inspection, the Owner's Representative will either prepare the certificate of substantial completion, or will advise the Contractor of work which must be performed before the certificate will be issued. The Owner's Representative will repeat the inspection when requested and where assured that the Work has been substantially completed.

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

3. Submit a certified copy of the Owner's Representative 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 Owner's Representative.

4. Submit consent of surety.

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

6. Submit evidence of final, continuing insurance coverage company.

M. Re-inspection Procedure: The Owner's Representative 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 delayed because of circumstances that are acceptable to the Owner's Representative.

1. Upon completion of re-inspection, the Owner's Representative will either prepare a certificate of final acceptance, or will advise the Contractor of work that is incomplete or of obligations that have not been fulfilled, but are required for final acceptance.

2. If necessary, the re-inspection procedure will be repeated.

1.4 RECORD DOCUMENT SUBMITTALS

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

1. Do not record documents for construction purposes; protect from deterioration and loss in a secure, fire-resistive location; provide access to record documents for the Owner's Representative reference during normal work 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" condition fully and accurately;

however, where shop drawings are used for mark-up, record a cross-reference at the corresponding location on the working drawings. Give particular attention to concealed work that would be difficult to measure and record at a later date.

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1. Mark record sets with red erasable pencil and, where feasible, use other colors to distinguish between variations in separate categories 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, 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 a project manual, including specification and addenda, and one copy of other written construction documents such as change orders and similar modifications issued in printed form during construction. Mark these documents to show substantial variations in the actual work performed in comparison with the test of the specification and modifications as issued. Give particular attention 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 completion of the Work, submit record specifications to the Owner's Representative for the

Owner's records.

D. Record Product Data: Maintain one copy of each product data submittal. Mark these documents to show significant variations in the actual Work performed in comparison with the submitted information. Include both variations in the products as delivered to the site, and installation. Give particular attention to concealed products and portions of the Work which cannot otherwise be readily discerned at a later date by direct observation. Note related change orders and mark-up of record drawings and specifications.

1. Upon completion of the mark-up, submit complete set of record product data to the Owner's

Representative for the Owner's records.

3.1 FINAL CLEANING

A. General: Special-cleaning requirements for specific units of Work are included in the appropriate sections of Divisions 2 through 16.

B. Cleaning: Provide final cleaning of the Work at the time indicated. Clean each surface or unit of work to the condition expected from a normal maintenance program. Comply with the manufacturer's instructions for operations.

1. Complete the following cleaning operation before requesting the Owner's Representative inspection for certification of substantial completion.

2. Clean the project site, including landscape development areas, of rubbish, litter, and other foreign substances. Sweep paved area to a broom clean condition; remove stains, spills, and other foreign deposits. Rake grounds that are neither paved nor planted, to a smooth even-textured surface.

Project No. 1022032 PROJECT CLOSEOUT 01700 - 4

C. Removal of Protection: Except as otherwise indicated or requested by the Owner's Representative, remove temporary protection devices and facilities which were installed during the course of the work to protect previously completed work during the remainder of the construction period.

D. Compliance: Comply with safety standards and governing regulations for cleaning operations. Do not burn waste materials at the site. Do not bury debris or excess materials on the Owner's property.

Do not discharge volatile or other harmful or dangerous materials into drainage systems. Remove waste materials from the site and dispose of in a lawful manner.

1. Where extra materials of value remaining after completion of associated Work have become the

Owner's property, store these materials for the Owner as directed.

END OF SECTION 01700

Project No. 1022032 DEMOLITION 02050-1

SECTION 02050 - DEMOLITION

1.1 RELATED DOCUMENTS:

Division - 1 Specification sections, apply to work of this Section.

1.2 WORK REQUIRED:

A. The work to be performed under this section consists of furnishing all labor and equipment necessary to demolish and remove or dispose of portions of the asphalt driveway, concrete pavement, storm pipes and other related items, as necessary to construct the proposed improvements.

1.3 RELATED WORK SPECIFIED ELSEWHERE:

A. Earthwork: Section 02200

B. Cement Concrete Pavement: Section 02751

C. Storm Sewage System: Section 02720

1.4 QUALITY ASSURANCE

A. Contractor Qualifications: The Contractor shall have suitable equipment for the demolition work and have demonstrated satisfactory performance in completing previous comparable work.

B. Requirements of Regulatory Agencies: The Contractor shall be responsible for obtaining all permits and complying with all requirements by the regulatory authorities pertaining to the demolition work.

1.5 SUBMITTALS

A. Submit copies of all of the permits and approvals obtained, including a map of the route on which the disposed materials are to be transported.

B. Submit proposed methods and operations of site demolition for review prior to start of work. Include in schedule coordination for utility relocation and continuation of utility service as required.

1.6 PROTECTION

A. The Contractor shall take proper precautions to protect areas which are to remain undeveloped.

Damage to any area beyond the limits of the contract shall be repaired completely as directed by the Owner’s Representative.

B. The Contractor shall take necessary precautions to maintain proper surface drainage during the entire operation.

Project No. 1022032 DEMOLITION 02050-2

C. The Contractor shall assume all expenses incidental to the repair of damaged areas and/or adjoining properties.

D. Contractor shall employ barricades and lanterns, erect and maintain temporary fences and guardrails and other provisions necessary to the safe and expeditious progress of the work and to safeguard against any damage to life and property.

1.7 DISPOSITION OF UTILITIES

A. Rules and regulations governing the respective utilities shall be observed in executing all work under this Section. Notify all utilities existing in the area of this operation to verify locations, prior to beginning.

B. Active utilities and meters within the construction area shall be adequately protected from damage and removed or relocated only as indicated or specified.

C. The Contractor shall coordinate light removal and utility pole removal with American Electric Power

Company.

D. Active utilities not shown on the drawings shall be protected or relocated in accordance with written instructions from the utility company.

E. Inactive and abandoned utilities encountered in excavating and grading operations shall be removed, plugged, or capped as directed at no additional cost to the Owner. Report in writing the location of such abandoned utilities.

A. All items shown to be removed and any items not shown on the drawings, but which interfere with construction, shall be removed. The street will be saw cut to the lines shown on the plans. The contractor shall be responsible for removal of the existing pavement to where it can gradually transition into the new pavement.

B. Demolition and removal of the designated elements shall be done in a staged or phased manner so that only one lane of the parking lot can be removed at any one time. Completion of proposed changes shall be accomplished prior to the demolition of new areas. The Contractor shall submit a demolition schedule to the Owner’s Representative for approval.

3.2 DISPOSAL OF MATERIALS

A. All materials obtained from demolition shall be removed from the site by the Contractor unless otherwise directed on the plans. Burning is not permitted. The Contractor shall properly dispose all materials in accordance with applicable City and State laws and regulations.

3.3 USE OF EXPLOSIVES

Project No. 1022032 DEMOLITION 02050-3

A. Use of explosives is not permitted.

3.3 EXISTING STORM SEWER

A. Portions of the existing storm sewer shall be removed and replaced where required to allow for the construction activities as specified in other Sections and as detailed on the Contract Documents. The Contractor shall protect the existing structures and repair them to the satisfaction of the Owner’s Representative.

3.4 TRAFFIC SIGN SALVAGE

A. All signs shall be removed during demolition and reset in approximately the same location, or as directed on the Plans or by the Owner’s Representative.

END OF SECTION 02050

Project No. 1022032 CLEARING AND GRUBBING 02110-1

SECTION 02110 – CLEARING AND GRUBBING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. This Section includes the following:

1. Protecting existing trees and other vegetation to remain.

2. Removing existing trees and other vegetation.

3. Clearing and grubbing.

4. Stripping and stockpiling topsoil.

B. Related Sections include the following:

1. Division 2 Section – Earthwork – Section 02200

2. Division 2 Section – Lawns – Section 02920

3. The Standard Specifications of the West Virginia Division of Highways, latest edition shall apply to this section.

1.3 DEFINITIONS

A. Topsoil: Natural or cultivated surface-soil layer containing organic matter and sand, silt, and clay particles; friable, pervious, and black or a darker shade of brown, gray, or red than underlying subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects; and free of subsoil and weeds, roots, toxic materials, or other nonsoil materials.

B. Tree Protection Zone: Area surrounding individual trees or groups of trees to be protected during construction and defined by the drip line of individual trees or the perimeter drip line of groups of trees, unless otherwise indicated.

1.4 MATERIAL OWNERSHIP

A. Except for stripped topsoil or other materials indicated to remain Owner's property, cleared materials shall become Contractor's property and shall be removed from Project site.

1.5 SUBMITTALS

A. Photographs or videotape, sufficiently detailed, of existing conditions of trees and plantings, adjoining construction, and site improvements that might be misconstrued as damage caused by site clearing.

Project No. 1022032 CLEARING AND GRUBBING 02110-2

B. Record drawings, according to Division 1 Section "Project Record Documents," identifying and accurately locating capped utilities and other subsurface structural, electrical, and mechanical conditions.

1.6 QUALITY ASSURANCE

A. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Coordination."

1.7 PROJECT CONDITIONS

A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site-clearing operations.

1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction.

2. Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction.

B. Utility Locator Service: Notify utility locator service for area where Project is located before site clearing.

C. Do not commence site clearing operations until temporary erosion and sedimentation control measures are in place.

PART 2 - PRODUCTS

2.1 SOIL MATERIALS

A. Satisfactory Soil Materials: Requirements for satisfactory soil materials are specified in Division 2 Section "Earthwork."

1. Obtain approved borrow soil materials off-site when satisfactory soil materials are not available on-site.

PART 3 - EXECUTION

3.1 PREPARATION

A. Protect and maintain benchmarks and survey control points from disturbance during construction.

B. Locate and clearly flag trees and vegetation to remain or to be relocated.

C. Protect existing site improvements to remain from damage during construction.

1. Restore damaged improvements to their original condition, as acceptable to Owner.

Project No. 1022032 CLEARING AND GRUBBING 02110-3

3.2 TREE PROTECTION

A. Erect and maintain temporary fencing around tree protection zones before starting site clearing.

Remove fence when construction is complete.

1. Do not store construction materials, debris, or excavated material within fenced area.

2. Do not permit vehicles, equipment, or foot traffic within fenced area.

3. Maintain fenced area free of weeds and trash.

B. Do not excavate within tree protection zones, unless otherwise indicated.

3.3 UTILITIES

A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or…