Pipestem SP Visitor Center Septic Systems - Project Manual.pdf

CONTRACT DOCUMENTS

AND SPECIFICATIONS

PIPESTEM RESORT STATE PARK

SUMMERS COUNTY, WEST VIRGINIA

SEPTIC SYSTEM IMPROVEMENTS PROJECT

NOVEMBER 2020

PREPARED BY:

Mott MacDonald

201 Pennsylvania Avenue, 4th Floor

Charleston, West Virginia 25302

T- 304.356.3010 F- 304.357.9222

WV Division of Natural Resources 324 4th Ave.

South Charelston, WV 25303

Mott MacDonald 201 Pennsylvania Ave.

Suite 400 Charleston, WV 25302

CONTRACT

SPECIFICATIONS

PIPESTEM RESORT STATE PARK

SUMMERS COUNTY, WEST VIRGINIA

SEPTIC SYSTEM IMPROVEMENTS PROJECT

NOVEMBER 2020

PREPARED BY:

Mott MacDonald

201 Pennsylvania Avenue, 4th Floor

Charleston, West Virginia 25302

T- 304.356.3010 F- 304.357.9222

PIPESTEM RESORT STATE PARK

SEPTIC SYSTEM IMPROVEMENTS

NOVEMBER 2020 00 10 01 - 1

TABLE OF CONTENTS

GENERAL REQUIREMENTS

01 10 00 SUMMARY OF WORK

01 12 00 MATERIAL AND EQUIPMENT

01 13 00 SPECIAL CONDITIONS

01 29 00 MEASUREMENT AND PAYMENT

01 31 19 PROJECT MEETINGS

01 33 00 SUBMITTALS

01 45 00 QUALITY CONTROL

END OF SECTION

WVDNR 01 10 00

PIPESTEM RESORT STATE PARK – SEPTIC SYSTEM IMPROVEMENTS

NOVEMBER 2020 01 10 00-1 SUMMARY OF WORK

SECTION 01 10 00

SUMMARY OF WORK

PART 1 – GENERAL

1.1 CONTRACT DOCUMENTS

A. General provisions of the Contract, including General and Supplementary Conditions, apply to work specified in this section.

B. Contract Documents in their entirety apply to work under this Contract. The

CONTRACTOR shall review and understand all phases of the project and plan their work accordingly.

1.2 SPECIFICATION ARRANGEMENT

A. Titles to and arrangements of sections and paragraphs in these specifications are used for convenience and shall not be taken as a correct or complete segregation of the several categories of materials, equipment, and labor, nor as an attempt to outline or define jurisdictional procedures.

1.3 INTENT

A. The scope of work as awarded in the Contract shall be constructed and finished in every respect. All parts necessary for the proper and complete execution of the work shall be furnished, whether the same may have been specifically mentioned or not. It is not intended that the Contract Drawings show every detailed piece of material or equipment.

Such parts and pieces as may be in accordance with the best practices and regulatory requirements, even though not shown, shall be furnished and installed. All materials and equipment shall be new unless specifically stated otherwise in these Contract Documents.

1.4 LOCATION

A. The project location is in Summers County, near the town of Athens, West Virginia. The

West Virginia Division of Natural Resources owns and operates the Pipestem Resort State

Park on this site.

1.5 GENERAL DESCRIPTION OF WORK

A. It is the intent of the Contract Documents to describe the construction work, in general, for this project to perform Septic System Improvements to the facilities. The following is a general discussion of the overall scope and intent of this project. It is not intended, however, that this discussion describe every work item that is required for this project nor is it intended to detail the sequence of construction.

NOVEMBER 2020 01 10 00-2 SUMMARY OF WORK

B. The work for the Pipestem Resort State Park Septic System Improvements covered under this contract will generally require:

a. Visitors Center Septic Systems Installation

• Recreation Center – Installation of 1,000 gallon septic tank and 1,500 S.F.

Drainfield

• Park Headquarters – Installation of 1,000 gallon septic tank and 1,250 S.F.

Drainfield

• Canyon Rim Center – Installation of 1,000 gallon and 1,200 gallon septic tanks and 2,750 S.F. Drainfield (Two Fields)

• Installation of any required piping to the septic systems from the existing line inclusive of PVC pipe, fittings, and labor.

• Cut and plug existing pipe to existing wastewater treatment plant at the location nearest the point that the line is no longer needed.

• General cleanup and post construction remediation inclusive of fill and reseeding.

• Demolition work of existing Canyon Rim WWTP by others – Septic system installation schedule and work to be coordinated with park staff.

C. CONTRACTOR shall furnish all labor, materials, equipment, machinery, apparatus and tools, and perform all operations necessary to provide, install, equip and put into satisfactory operation, the work specified and shown on the Contract Documents. Any labor, materials, equipment or apparatus not specifically mentioned therein or shown on the drawings, which may be necessary for the proper completion of the entire Work or of the individual items thereof, within the intent of these Contract Documents, shall be furnished by the CONTRACTOR without additional compensation.

D. CONTRACTOR shall perform the Work without interrupting the operations of the state park.

E. This Contract includes daily and final cleaning of all disturbed sites of debris resulting from work of this Contract.

F. Material Storage – Materials shall be stored only at approved locations. Petroleum products shall be stored in accordance with Federal, state and local regulations, away from wetland and waterway areas.

G. CONTRACTOR shall submit a detailed outline of the procedures to be used and schedules to be followed for completing their work. CONTRACTOR is responsible for developing a schedule for construction that will provide the maximum efficiency of his work.

H. The work to be performed is described herein and is shown on the drawings. The applicable specification sections are as noted in the Project Manual. Other sections are provided for reference and are to be used by this CONTRACTOR as applicable to the work.

The remaining drawings are provided for reference as well and are to be used by this

CONTRACTOR for familiarity and coordination.

I. Note that the OWNER and Engineer intend to hold weekly job site progress meetings in which the CONTRACTOR must attend when active on site.

NOVEMBER 2020 01 10 00-3 SUMMARY OF WORK

J. CONTRACTOR shall minimize impacts on all existing facilities and operations during the course of the work. The CONTRACTOR must notify OWNER prior to commencing work, coordinate planned activities, and promptly restore normal operations upon completion.

1.6 WORK TO BE PERFORMED BY OTHERS

A. A separate contract shall be awarded for Wastewater System Improvements to demolish and dispose of the existing packaged wastewater treatment plant serving the Park

Headquarters, Canyon Rim Center and Recreation Center. CONTRACTOR shall coordinate and schedule septic system improvements to be completely operational, and existing pipe shall be cut and plugged, prior to demolition of said treatment plant.

1.7 CONTRACTOR USE OF PREMISE

A. CONTRACTOR shall coordinate all use of the premise and get prior approval from

OWNER.

B. No additional compensation will be made for delays or work required to maintain existing operations during the construction period.

C. CONTRACTOR shall secure the work area through each phase of the project at all times.

D. CONTRACTOR shall limit the use of premise to only those areas designated by the

OWNER and shall minimize the footprint occupied to only that necessary to complete the

Work.

1.8 EMERGENCY RESPONSE

A. CONTRACTOR shall designate a minimum of two responsible persons to answer emergency calls during non-working hours.

1.9 COMPLETION DATE

A. All contract work shall be completed within the time specified in the AGREEMENT.

B. CONTRACTOR shall prioritize completion of the Project. No additional compensation will be made to CONTRACTOR for any temporary facilities required to keep the facility in operation throughout the contract period and in accordance with the Contract

Documents.

PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION (Not Used)

WVDNR

PIPESTEM RESORT STATE PARK – SEPTIC SYSTEM IMPROVEMENTS 01 12 00

NOVEMBER 2020 01 12 00-1 MATERIAL AND EQUIPMENT

SECTION 01 12 00

MATERIAL AND EQUIPMENT

PART 1 – GENERAL

1.1 CONSTRUCTION EQUIPMENT

A. CONTRACTOR shall be thoroughly familiar with the type and nature of the equipment required in the proper execution of the work, and are to use and employ only first-class equipment. Previously used equipment must be in safe, first-class working order and condition. Sufficient equipment must be furnished and used by the CONTRACTOR to permit the completion of the work within the time specified. The equipment used on any portion of the work is to be such that no injury or damage to the pavements, adjacent property, or utilities will result from its use.

PART 2 – PRODUCTS

2.1 MATERIALS

A. Unless otherwise indicated on the Drawings or specified, only new materials are to be incorporated into the work. All materials furnished by the CONTRACTOR to be incorporated into the work may be subjected to the review of the Engineer. No material is to be processed, fabricated, or delivered to the work without the prior review of the

Engineer, except at the risk of the CONTRACTOR.

B. As soon as possible after the Contract has been executed, the CONTRACTOR is to submit, to the Engineer, data relating to materials proposed to be furnished for the work. Such data are to be in sufficient detail to enable the Engineer to identify the particular product in question and to form an opinion as to its conformity to the Contract requirements.

C. Facilities and labor for the handling and observation of all materials are to be furnished by the CONTRACTOR. Defective materials must immediately be removed from the site.

D. If the OWNER so requires, either prior to beginning, or during the progress of the work, the CONTRACTOR is to submit samples of materials for such specific tests as may be necessary to demonstrate that the materials conform to the Specifications. Such samples are to be furnished, taken, stored, packed, and shipped as directed, at the expense of the

CONTRACTOR. Except as otherwise noted, the OWNER will make arrangements for and pay for tests.

E. All samples are to be packed so as to reach their destination in good condition and are to be so labeled as to indicate the materials represented, the name of the building or work and location for which the material is intended, and the name of the CONTRACTOR submitting the sample. To ensure consideration of samples, the CONTRACTOR is to notify the Engineer by letter that the samples have been shipped and is to properly describe the samples in the letter. In no case is the letter of notification to be enclosed with the samples.

NOVEMBER 2020 01 12 00-2 MATERIAL AND EQUIPMENT

F. The CONTRACTOR is to submit data and samples, or place his orders, sufficiently early to permit consideration, inspection, testing, and approval before the materials are necessary for incorporation in the work. Any delay resulting from his failure to do so is not to be used as the basis of a claim against the OWNER or the Engineer.

G. When required, the CONTRACTOR is to furnish to the Engineer, in quadruplicate, sworn copies of manufacturer's shop or mill tests, or reports from independent testing laboratories relative to material data.

PART 3 – EXECUTION

3.1 CUTTING AND PATCHING

A. CONTRACTOR is to do all necessary cutting and patching of the work that may be required to properly receive the work of the various trades or as may be required by the

Drawings and Specifications to complete the structures. The CONTRACTOR is to restore all such cut or patched work to a condition acceptable to the Engineer. Cutting of structures that may endanger the work, adjacent property, workers or the public is prohibited.

3.2 DELIVERY AND STORAGE

A. CONTRACTOR is to deliver equipment and materials to the site and store them in original containers sheltered from the elements, but readily accessible for observation until installed. The CONTRACTOR shall store all items subject to moisture damage in dry spaces. All excavated materials, construction equipment and materials to be incorporated in the new work are to be so placed as not to damage the work and so placed that free access is available at any time to all parts of the work and to all public utility installations in the vicinity of the work. If insufficient area is available, the CONTRACTOR is to provide off-site areas at no additional expense. Materials are to be kept neatly piled and compacted and conveniently stored so as to not inconvenience public travel and adjoining tenants.

3.3 MATERIALS AND EQUIPMENT TO SUIT DESIGN

A. CONTRACTOR is to be responsible for insuring that all materials and equipment furnished fit the spaces provided in the construction. Make all necessary field measurements to order only those materials and equipment which can be accommodated in the spaces provided.

B. Where materials or equipment occupy more or less space than is shown on the Drawing or is available, and which require different arrangements from those shown on the Drawings, or which require any modifications of the structures or other equipment or connections, the

CONTRACTOR is to install the equipment so as to operate properly and in harmony with the intended design and is to provide all labor, materials and equipment necessitated by such rearrangements or modifications at no additional expense. Should any such changes cause the OWNER to incur redesign costs, the actual redesign costs for said changes are to be deducted from the total contract amount due the CONTRACTOR.

NOVEMBER 2020 01 12 00-3 MATERIAL AND EQUIPMENT

C. Except as noted above, materials and equipment which do not conform to the requirements of the Contract Documents; do not fit the space requirements and arrangements shown; are not equal to samples reviewed by the Engineer, or are in any way unsatisfactory or unsuited to the purpose for which they are intended, are not to be furnished nor installed by the

CONTRACTOR and will not be paid for by the OWNER.

PIPESTEM RESORT STATE PARK – SEPTIC SYSTEM IMPROVEMENTS 01 13 00

NOVEMBER 2020 01 13 00-1 SPECIAL CONDITIONS

SECTION 01 13 00

SPECIAL CONDITIONS

PART 1 – GENERAL

1.1 WORK INCLUDED

A. CONTRACTOR is to review the Drawings and Specifications to determine the extent of the work. The CONTRACTOR is specifically alerted to this section concerning inspection of the existing field conditions. The CONTRACTOR is to visit and inspect the project prior to preparing his bid in order to clearly familiarize himself with all field conditions, the intent of the design, and the extent of all work. After the review and inspection is complete and before submission of the bid, if the CONTRACTOR has any questions regarding the extent and details of the work, they should be submitted to the Engineer in writing.

B. Before proceeding with any work, the CONTRACTOR is to confirm methods of construction, obtain field measurements, and verify all dimensions on the Drawings as required.

C. Failure of the CONTRACTOR to be familiar with all drawings relating to the work and conditions existing at the site of construction will not relieve the obligation to furnish all material and labor necessary to carry out the provisions of the Contract Documents and to complete the contemplated work for the consideration set forth in the bid.

D. CONTRACTOR is cautioned that existing facilities and operations are to be kept in operation during the period of the Contract.

E. CONTRACTOR is alerted to the fact that the OWNER assumes no responsibility for actual conditions of the areas affected by work indicated or called for by the Contract Documents.

1.2 CONSTRUCTION SEQUENCE

CONTRACTOR shall undertake work under this Contract only in accordance with an agreed to sequence of construction activities. The Engineer and OWNER may modify this sequence from time to time, but the CONTRACTOR shall not depart from the sequence without prior written permission from the Engineer or OWNER to do so.

1.3 ASBESTOS-CONTAINING MATERIAL

The CONTRACTOR shall be thoroughly familiar with processes, procedures, and requirements to work with and dispose of asbestos containing material (ACM).

1.4 HAZARDOUS MATERIAL

CONTRACTOR shall not supply, provide or bring onto the construction site any hazardous material (either in kind, as a component of equipment to be used or furnished under the Contract, or as a component of another material to be used or furnished under the Contract) without the express advance, written consent of the OWNER. The term, “hazardous material” shall have the meaning ascribed in Federal Standard No. 313B in effect on the date of the Contract.

PIPESTEM RESORT STATE PARK – SEPTIC SYSTEM IMPROVEMENTS 01 13 00

NOVEMBER 2020 01 13 00-2 SPECIAL CONDITIONS

PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION (Not Used)

PIPESTEM RESORT STATE PARK – SEPTIC SYSTEM IMPROVEMENTS 01 29 00

NOVEMBER 2020 01 29 00-1 MEASUREMENT AND PAYMENT

SECTION 01 29 00

MEASUREMENT AND PAYMENT

PART 1 – GENERAL

1.1 CONTRACT DOCUMENTS

A. General provisions of the Contract, including General and Supplemental Conditions, apply to this section of the Specifications.

1.2 GENERAL

A. This section describes the basis, method and procedure by which payment to the

CONTRACTOR for work properly performed shall be determined.

B. It is the intent of the Contract that the total award amount as stipulated in CONTRACT

SUM, of the AGREEMENT be for a total and complete installation as required by the drawings and specifications. No consideration shall be given to any claim by the

CONTRACTOR for work or facilities required by the drawings and specifications but inadvertently omitted from the description of the items given herein or elsewhere in the specifications. The item descriptions are given strictly as a guide to the CONTRACTOR for bid preparation initially and for payment purposes during the progress of construction.

1.3 SCHEDULE OF VALUES

A. In accordance with the GENERAL CONDITIONS, the items comprising the major breakdown of the Lump Sum as given in the PRICING PAGE shall be further itemized by the CONTRACTOR, according to classes of work required by each item. This additional breakdown of the contract price shall be used to determine the value of work completed, which will comprise the basis of establishing the Applications for Payment.

1.4 BASIS OF PAYMENT FOR PROPOSAL ITEMS

A. The terms mobilization and/or demobilization are not specifically used in these documents.

They may be used by the CONTRACTOR in their price breakdown. However, the

OWNER shall only pay for these items once during the entire course of the work.

B. All work performed and all materials furnished and installed as required by the drawings and specifications for the individual major items of work shall be paid for in the respective amounts provided for these items in the major breakdown of the Pricing Page. Periodic payments shall be determined by the Engineer on the basis of comparing the part of each category of work satisfactorily completed for the period with the total work required for the respective category, and using these proportions with the cost allocation of each category of work provided on the approved item cost breakdown furnished by the

CONTRACTOR.

NOVEMBER 2020 01 29 00-2 MEASUREMENT AND PAYMENT

C. Payments for furnishing and installing items shall be based on the following:

1. Recreation Center Septic System

a. Payment shall be made on a lump sum basis and shall include

i. Installation of 1,000 gallon septic tank

ii. Installation of 1,500 S.F. Drainfield

iii. General cleanup and post construction remediation inclusive of fill and reseeding.

iv. Surface restoration to match existing surroundings.

2. Park Headquarters Septic System

a. Payment shall be made on a lump sum basis and shall include

i. Installation of 1,000 gallon septic tank

ii. Installation of 1,250 S.F. Drainfield

iii. General cleanup and post construction remediation inclusive of fill and reseeding.

iv. Surface restoration to match existing surroundings.

3. Canyon Rim Center Septic System

a. Payment shall be made on a lump sum basis and shall include

i. Installation of 1,000 gallon septic tank

ii. Installation of 1,200 gallon septic tank

iii. Installation of 2,750 S.F. Drainfield (Two Fields)

iv. General cleanup and post construction remediation inclusive of fill and reseeding.

v. Surface restoration to match existing surroundings.

1.5 BASIS OF PAYMENT FOR ADDITIONS AND DEDUCTIONS

A. For all additions and deductions properly authorized in accordance with the requirements for the specifications, adjustments to the contract price shall be determined in accordance with the GENERAL CONDITIONS.

NOVEMBER 2020 01 29 00-3 MEASUREMENT AND PAYMENT

1.6 MISCELLANEOUS

A. Certain costs and expenses of the CONTRACTOR are considered a part of the total award amount of the Contract and are not paid for as separate items or a separate part of an item but rather as an incidental part of all the items.

B. Such costs and expenses include, but are not limited to: testing, installation verification, material costs, testing costs, equipment testing costs, field office costs, home office costs, submittal preparation and acceptance costs, certain utility costs during construction and start-up, training costs, costs associated with preparation of operational and maintenance documentation, costs associated with removal, transportation and disposal of unwanted materials, costs associated with security and protection of the construction site/s during construction , temporary services and any expenses which may result from compliance with local, county, state and federal regulations.

C. Septic System Improvements are required to be installed by at least a licensed Class I WV

Certified Sewage System Installer. CONTRACTOR shall complete an application for each sewage system. The permit fee for each system is $180, to be paid by OWNER.

CONTRACTOR shall meet with the Summers County Health Department to review the application and review the site with the representative before a permit will be issued.

PART 2 – INSTALLATION (Not Used)

PART 3 – EXECUTION (Not Used)

PIPESTEM RESORT STATE PARK – SEPTIC SYSTEM IMPROVEMENTS 01 31 19

NOVEMBER 2020 01 31 19-1 PROJECT MEETINGS

SECTION 01 31 19

PROJECT MEETINGS

PART 1 – GENERAL

1.1 PRECONSTRUCTION CONFERENCE

A. The CONTRACTOR shall participate in a preconstruction conference as directed by

OWNER.

1.2 JOB MEETINGS

A. The OWNER or OWNER’s Representative will schedule regular job meetings during the life of the Contract. The time and location of meetings is to be set by the OWNER. The

CONTRACTOR, unless otherwise notified by the OWNER, is to have authorized representatives attend each meeting. Additional meetings may be called, as progress of work on the project requires.

B. The purpose of these meetings is to maintain communication between the OWNER, and

CONTRACTOR, including the CONTRACTOR's subcontractors and suppliers. The meetings are to be used to coordinate various parts of the work, update construction schedules, prepare progress estimates and respond to questions which may be raised by the various participants.

C. OWNER’s Representative will preside over the job meetings and will be responsible for recording minutes of the meetings. The OWNER’s Representative will distribute minutes of the meetings to meeting participants.

D. Attendees at job meetings shall include the OWNER, OWNER’s Representative, the

CONTRACTOR and subcontractors (as may be required or specifically requested by the

OWNER or OWNER’s Representative) and project-scheduling consultant.

E. Meeting agendas will be established by the OWNER’s Representative and shall include the following general items:

a. Review/approve minutes of prior meeting;

b. Review work completed since the prior meeting;

c. Review compliance with construction and shop drawing submittal schedules;

d. Identify problem areas of the construction and shop drawing submission schedules and develop responses to resolve the problems;

e. Establish detailed short-term construction schedule to identify work to be completed prior to the next job meeting;

f. Identify OWNER interaction required to complete the planned work;

PIPESTEM RESORT STATE PARK – SEPTIC SYSTEM IMPROVEMENTS 01 31 19

NOVEMBER 2020 01 31 19-2 PROJECT MEETINGS

g. Review construction site procedures and safety measures;

h. Establish date(s) for upcoming meetings and special agenda items.

i. Other issues pertaining to the work.

PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION (Not Used)

PIPESTEM RESORT STATE PARK – SEPTIC SYSTEM IMPROVEMENTS 01 33 00

NOVEMBER 2020 01 33 00-1 SUBMITTALS

SECTION 01 33 00

SUBMITTALS

PART 1 – GENERAL

1.1 INTENT

A. General provisions of the Contract, including General and Supplementary Conditions and

General Requirements, apply to the work specified in this Section.

B. Submittals consist of several classes applying to all of the individual sections of these

Specifications.

C. Provisions of this section shall be binding on all applicable work performed under the other detailed Specifications, and payment for work performed under this Section shall be apportioned against each of the payment items listed in the Contract Documents, unless otherwise directed.

1.2 MATERIALS-SAMPLES-REVIEW

A. Unless otherwise indicated on the Contract Drawings or as specified, only new materials and equipment shall be incorporated in the work. All materials and equipment furnished by the CONTRACTOR to be incorporated in the work shall be subject to review by the

OWNER and Engineer. No material shall be processed for, fabricated for, or delivered to the work site without prior review by the OWNER and the Engineer.

B. As soon as possible after the formal execution of the Agreement, the CONTRACTOR shall submit to the OWNER and the Engineer the names and addresses of the manufacturers and suppliers of all materials and equipment proposed to be incorporated into the work. Where such names have been directly specified in the Contract Documents, or where substitutions have been made in compliance with the Contract Documents, repetitive submission will not be necessary.

When shop and working drawings are required as specified below, the names and addresses of the manufacturers and suppliers shall be submitted prior to the submittal of the drawings so that the Engineer may review the manufacturer and/or supplier as to their ability to furnish a product meeting the Contract Specifications, subject to final review of the particular materials or equipment. As required, the CONTRACTOR shall also submit data relating to the materials and equipment he/she proposes to incorporate into the work, in sufficient detail to enable the Engineer to identify the particular product in question and to form an opinion as to its conformity to the Contract requirements. Such data shall be submitted in a manner similar to that specified for shop and working drawings.

NOVEMBER 2020 01 33 00-2 SUBMITTALS

C. If the Engineer so requires, either prior to beginning or during the process of the work, the

CONTRACTOR shall submit samples of materials for such special tests as may be necessary to demonstrate that they conform to the Contract Specifications. Such samples, including concrete test cylinders, shall be furnished, taken, stored, packed, and shipped as directed, at the expense of the CONTRACTOR.

D. All samples shall be packed so as to reach their destination in good condition, and shall be labeled to indicate the material represented, and the name of the CONTRACTOR submitting the sample.

E. To ensure consideration of samples, the CONTRACTOR shall notify the Engineer in writing that the samples have been shipped and shall properly describe the samples using standard submittal forms supplied by the Engineer. In no case shall the letter of notification be enclosed with the samples.

F. CONTRACTOR shall submit data and samples, or place his/her orders, sufficiently early to permit consideration, inspection, testing, and approval before the materials and equipment are needed for incorporation in the work. Delay resulting from the failure to do so shall not be used as the basis of a claim against the OWNER or the Engineer.

G. When required, the CONTRACTOR shall furnish to the Engineer sworn documentation

(electronic) of manufacturer's shop or mill tests (or reports from independent testing laboratories) relative to materials, equipment performance ratings, and concrete data.

H. After acceptance of the samples, data, etc. the materials and equipment used on the work shall correspond therewith.

1.3 SHOP AND WORKING DRAWINGS

A. CONTRACTOR shall submit for review shop and working drawings, electronically, unless otherwise specified, of all materials fabricated especially for this Contract, and of all other equipment and materials except for which such drawings are specifically exempted.

Approvals will be returned to the CONTRACTOR.

B. Such drawings shall show the principal dimensions, weight, structural and operating features, performance characteristics and wiring diagrams, space required, clearances, type and/or finish or shop coat, grease fittings, etc., depending on the subject of the drawing.

When it is customary to do so, when the dimensions are of particular importance, or when so specified, the drawings shall be certified by the manufacturer or fabricator as correct for this Contract.

C. When so specified or if considered by the Engineer to be acceptable, manufacturer's specifications, catalog data, descriptive matter, illustrations, etc. may be submitted for review in place of shop and working drawings. In such case the requirements shall be as specified for shop and working drawings, insofar as applicable.

D. CONTRACTOR shall submit shop drawings sufficiently in advance of construction requirements to permit the Engineer no less than 21 calendar days for checking and appropriate action. The CONTRACTOR will not receive additional contract time as the

NOVEMBER 2020 01 33 00-3 SUBMITTALS

result of insufficient or incorrect submittal content requiring the Engineer to reject or return submittals for additional information.

E. No material shall be purchased or fabricated especially for this Contract until the required shop and working drawings have been submitted and reviewed as conforming to the

Contract requirements. All materials and work involved in the construction shall then be as represented by said drawings.

F. Only drawings which have been checked and corrected by the fabricator should be submitted to the CONTRACTOR by his subcontractors and vendors. Prior to submitting drawings to the Engineer, the CONTRACTOR shall check thoroughly all such drawings to satisfy himself that the subject matter thereof conforms to the drawings and specifications in all respects; that the electrical characteristics are correct; and that the dimensions of work submitted fit the available space. Any deviations from the Contract requirements shall be clearly noted on the shop drawings. The CONTRACTOR shall stamp each submittal with his/her firm's name, date, and approval, thereby representing that the above has been complied with. Shop drawings not so checked and stamped will be returned without being reviewed by the Engineer.

G. All shop drawings shall be properly identified and indicate the section name and number of the specifications and the drawing number which applies to the submitted item. All drawings shall be dated and, if revised, the number and date of the revision, and contain clear identification of contents and location of the work.

H. The Engineer's review of shop and working drawings will follow a general check made to ascertain conformance with the design concept and functional result of the project and compliance with the information given in the Contract Documents. The CONTRACTOR is responsible for dimensions to be confirmed and correlated at the job site, for information that pertains solely to the fabrication processes or to techniques of construction, and for coordination of the work of all trades.

I. The classification of Engineer's review shall be as follows:

REVIEW CODE

NO EXCEPTIONS TAKEN

MAKE CORRECTIONS NOTED

AMEND AND RESUBMIT

REJECTED

NOVEMBER 2020 01 33 00-4 SUBMITTALS

1.4 RECORD DRAWINGS

A. During the progress of the work, the CONTRACTOR shall keep on file one complete set of blackline prints furnished by the Engineer on which shall be accurately and promptly noted by the CONTRACTOR as the work progresses, changes, revisions and additions to the work. Wherever the work is installed otherwise than as shown on the Contract

Drawings, said changes shall be noted. All corrections, revisions and notes shall be made in red ink. Upon completion of the work, the above prints shall be submitted to the

Engineer.

B. Before the CONTRACTOR is entitled to receive his/her final payment under this Contract, he/she shall submit to the Engineer for transmittal to the OWNER the above complete set of annotated plans of the work performed by him/her indicating in particular the location of covered work, pipes, etc. The CONTRACTOR shall complete the Record Drawings.

All trades must cooperate with the CONTRACTOR in preparation of this set of plans to facilitate its accuracy and completeness.

PIPESTEM RESORT STATE PARK – SEPTIC SYSTEM IMPROVEMENTS 01 45 00

NOVEMBER 2020 01 45 00-1 QUALITY CONTROL

SECTION 01 45 00

QUALITY CONTROL

PART 1 – GENERAL

1.1 CONFORMANCE TO DRAWINGS AND SPECIFICATIONS

A. All work is to conform during its progress and upon its completion truly to the lines, levels and grades indicated on the Drawings or given by the Engineer and is to be built in a thoroughly substantial and workmanlike manner, in accordance with the Drawings, Specifications and directions given. In no case will any work in excess of Drawing requirements and Specifications be paid for, unless ordered in writing by said Engineer.

1.2 DIMENSIONS OF EXISTING STRUCTURES

A. The CONTRACTOR is to verify in the field, the dimensions and locations of existing struc-tures, where an error or incomplete information relative to the location or dimension of existing structures would affect the construction to be done under this Contract. The

CONTRACTOR is to verify such dimensions and locations before continuing with the con-struction work to the point where it would be affected.

1.3 STANDARD SPECIFICATIONS

A. All standard specifications referred to herein, such as WVDOH, ANSI, ASTM, AWWA, and the like, unless otherwise noted are to be the latest revision thereof, at the time of bidding.

1.4 SERVICES OF TESTING LABORATORIES AND SPECIAL CONSULTANTS

A. OWNER may retain and, except as otherwise specified, pay for the services of an independent testing laboratory to do such sampling and to make such tests as the OWNER or Engineer may deem necessary to verify that the materials and equipment proposed for or incorporated into the work conform to the requirements of the Contract Documents.

B. CONTRACTOR shall provide the services of a third-party, independent construction inspection firm for earthwork and aggregate quality control under the supervision of a professional engineer. An engineering technician shall be on-site full time during the earthwork construction and during equipment installation and backfill. Daily reports of the construction activities will be prepared including photographs and test results of significant construction items. Typed daily reports with accompanying photographs and test results will be submitted on a weekly basis. Inspection firm shall be approved by OWNER.

PIPESTEM RESORT STATE PARK – SEPTIC SYSTEM IMPROVEMENTS 01 45 00

NOVEMBER 2020 01 45 00-2 QUALITY CONTROL

PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION

3.1 WATERTIGHTNESS

A. The attention of the CONTRACTOR is called to the specific requirements of this Contract whereby rigid supervision will be required to insure zero leakage or infiltration in the case of liquid conveying or liquid containing structures.

B. In general, all structures and all pipe and appurtenant structures are to be of watertight construction. Any leakage is to be repaired in accordance with the appropriate sections of the Specifications.

3.2 CLEAN-UP

A. During the course of construction all efforts must be made to maintain a neat and orderly project. Clean-up is to be pursued on a daily basis and in conjunction with the construction.

The CONTRACTOR is to be responsible for clean-up during the life of this Contract with the full cooperation of all subcontractors. Upon completion of all construction, final clean-up is to include removal of all excess materials, equipment, backfill, etc., and the site is to be restored to a condition equal to or better than that existing prior to construction.

Should the CONTRACTOR fail to remove such material, equipment and supplies, the

OWNER has the right to remove them at the expense of the CONTRACTOR.

B. At the completion of construction, the CONTRACTOR must tear down and remove all temporary structures unless expressly directed otherwise, and remove remaining rubbish of all kinds from all Contract structures, and from the site occupied during the progress of the work. The CONTRACTOR is to leave the site and the adjacent property, which may have been affected in a neat and satisfactory condition. All structures and parts thereof constructed by the CONTRACTOR are to be thoroughly cleaned and left in first-class condition.

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SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS

PART 1 – GENERAL

1.1 CONTRACT DOCUMENTS

General provisions of the Contract Documents, including General and Supplementary Conditions and General Requirements, apply to the work specified in this Section.

1.2 DESCRIPTION OF WORK

CONTRACTOR shall furnish all labor tools, equipment, materials and services required in this section, and as specified on the Contract Drawings.

PART 2 – MATERIALS AND CONSTRUCTION

2.1 GENERAL

All temporary facilities required by the CONTRACTOR shall be furnished by the CONTRACTOR and shall meet all local municipal codes and requirements for such temporary installations. All temporary facilities shall be provided and maintained so as not to create fire hazards or safety hazards. All temporary facilities shall be entirely removed upon completion of the work and the site/s shall be left in a satisfactory condition.

2.2 CONTRACTOR'S OFFICE, SHOP AND STORAGE AREAS OR STRUCTURES

Any temporary buildings or material-storage areas required by the CONTRACTOR and subcontractors for field offices and such other temporary housing, as needed, shall be provided by each for his/her own use unless arrangements are made for sharing facilities. The CONTRACTOR shall coordinate the use and placing of temporary buildings and material-storage areas. The location and type of temporary buildings and material-storage areas shall be subject to the review of the OWNER and Engineer. If requested by the OWNER or Engineer, the CONTRACTOR shall produce a written executed and dated agreement between him/her and the property owner.

2.3 TEMPORARY ELECTRICITY

A. Temporary electricity for light and power shall be provided by the CONTRACTOR.

Temporary lighting and wiring shall conform to the NFPA and local codes having jurisdiction.

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B. CONTRACTOR shall make all necessary applications and arrangements and pay all fees and charges of electrical energy for power and light necessary for the proper completion of the work and during its entire progress. The CONTRACTOR shall provide and pay for all temporary wiring, switches, connections, and meters.

C. CONTRACTOR shall provide sufficient portable electric lighting and generators so that all work may be done in a workmanlike manner when there is not sufficient daylight.

2.4 TEMPORARY HEAT AND VENTILATION

A. If temporary heat is required for the protection of the work, the CONTRACTOR shall provide and install suitable heating apparatus, shall provide adequate and proper fuel, and shall maintain heat as required.

B. Temporary heating apparatus shall be installed and operated in such manner that finished work will not be damaged thereby.

2.5 TEMPORARY SANITARY FACILITIES

Temporary sanitary facilities shall be provided by the CONTRACTOR, for the use of personnel and the personnel of subcontractors until the completion of the project. Sanitary waste shall be disposed in a proper manner at least weekly.