J3_Technical_Specs.pdf

TECHNICAL SPECIFICATIONS

LONG POND DAM REPAIR

BENTON, NH

Prepared for:

USDA FOREST SERVICE, WHITE MOUNTAIN NATIONAL FOREST

71 WHITE MOUNTAIN DRIVE

CAMPTON, NH 03223

AUGUST 6, 2018

205 Billings Farm Road, Suite 6B • White River Jct., VT 05001

Tel: (802) 698-0370 • Fax: (877) 895-4949

GRP-VT-CDV@fando.com • www.fando.com mailto:GRP-VT-CDV@fando.com http://www.fando.com/

DAM REPAIR

LONG POND DAM, BENTON, N.H.

16-0156

Table of Contents 1

TABLE OF CONTENTS

CONTRACT REQUIREMENTS

01110 Summary 01204 Pay Items 01260 Change Order Form 01330 Submittal Procedures 01400 Quality Requirements 01412 Permit Requirements 01500 Temporary Facilities 01571 Temporary Erosion and Sediment Control 01770 Closeout Procedures 01783 Project Record Drawings

GOVERNMENT PROVIDED CONTRACT

T ECHNICAL SPECIFICATIONS

02205 Protection of Dam 02210 Earthwork 02245 Water Control System 02925 Site Restoration 03300 Cast-In-Place Concrete 05500 Metal Fabrications 13156 Drawdown Structure Chamber

Attached Permits:

NH DES Dam Permit NH DES Wetland Permit

SUMMARY 01110 - 1

SECTION 01110 – SUMMARY OF WORK

PART 1 - GENERAL

1.1 Summary

A. Section Includes:

1. Work covered by Contract Documents.

2. Access to site.

3. Work restrictions.

4. Specification and drawing conventions.

B. Related Requirements:

1. Section 01500 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.2 Work Covered By Contract Documents

A. Project Identification: Project consists of repairs of the dam and outlet structure at Long Pond Dam, Benton, N.H.

1. Project Location: Long Pond Dam, NH DES Dam No. 023.01, Benton, N.H.

2. Owner: USDA Forest Service.

B. Engineer Identification: The Contract Documents were prepared for the Project by Fuss & O'Neill, Inc., 28 Gates Street- Suite 100, White River Junction, VT.

C. The Work of Project is defined by the Contract Documents and includes the following:

1. Erosion and sediment control systems including construction access.

2. Clearing and grubbing of vegetation.

3. Construction of temporary coffer dam and dewatering.

4. Construction of new concrete wall face, and replace existing pond drain valve with canal gate valve, operator, trash rack, and sleeve culvert outlet.

5. Construction of the new spillway wall and top.

6. Grading of site and construction of embankments.

7. Storm armament, outlet protection at spillway.

8. Placing topsoil and seeding of disturbed areas.

1.3 Access To Site

A. General: Contractor shall have use of Project site for construction operations as indicated on Drawings and as indicated by requirements of this Section.

SUMMARY 01110 - 2

B. Use of Site: Limit use of Project site to work in areas indicated on plans by grading and erosion controls. Do not disturb portions of Project site beyond areas in which the Work is indicated.

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

a. Schedule deliveries to minimize use of driveways and entrances by construction operations.

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

C. If necessary, remove existing walls, fences, structures, utility lines, poles, guy wires or anchors and other improvements required for passage of the Contractor's equipment, and restore to original condition or better.

D. Notify the Engineer, the Owner and all involved utility providers of any intended modification or disruption to their property prior to the start of construction and cooperate with them in the scheduling and performance of necessary operations.

1.4 Work Restrictions

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. Work Hours.

1. Schedule all site activities to occur between the hours of 5:00 a.m. to 7:00 p.m., Monday through Friday.

2. If it becomes necessary for the Contractor to have access to the site at other times, special arrangements must be made through the Owner

C. Perform work in a manner that results in a minimum impact to the wetland resource areas as identified on the Drawings.

1.5 Specification And Drawing Conventions

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

SUMMARY 01110 - 3

B. Division 1 General Requirements: Requirements of Sections in Division 1 apply to the Work of all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail on the Drawings. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 WORK SEQUENCE

A. The Work shall be conducted in one phase.

1. Work shall be substantially complete and ready for use within 100 calendar days of authorization to start field construction activities.

B. The following is a general recommended sequence of construction operations. Submit a detailed construction schedule to the Engineer prior to the initiation of Work. Deviation from Contractor’s schedule will require the Contractor to submit notification of such change in schedule to the Engineer.

1. Obtain required permits, authorizations and approvals from Federal, State and local authorities, including the Owner, having jurisdiction over the Project. Make required notifications to regulatory authorities. Provide copies of such permits, authorizations, approvals and notifications to the Engineer.

2. Mobilize to project Site.

3. Install erosion controls and other temporary protective measures to ensure the safety of persons on the site and to mitigate injury to environmental receptors.

4. Meet on site with regulators as required by the various permit conditions prior to commencement of construction.

5. Follow construction sequence as described on the Drawings.

6. Demobilize from project Site.

3.2 REGULATORY COMPLIANCE

A. All equipment operators and workers performing work at the proposed location shall hold the appropriate State of New Hampshire licenses for their responsibilities.

1. Contractor shall provide a ‘Competent Person’, as defined by the US Department of Labor

Occupational Safety & Health Administration (OSHA), for the location of the proposed work.

SUMMARY 01110 - 4

2. Contractor and all subcontractor and vendors working at the site shall have an OSHA ten

(10) hour construction safety program for their on-site employees.

3. All required licenses and/or certificates for work being performed shall be copied and supplied to the Owner prior to beginning work by each contractor, subcontractor or vendor employee conducting work at the site. All required licenses and/or certificates for work being performed shall be in the possession of the person(s) while performing the work.

4. The Contractor shall be solely responsible to conduct their operations in a manner that meets all local, state and federal regulations including USEPA, OSHA and labor and equipment licensing requirements.

END OF SECTION

PAYMENT ITEMS 01204 - 1

SECTION 01204 – PAYMENT ITEMS

1.1 Summary

A. This Section lists the Owner-defined payment items for the project, and detailed description measurement and payment paragraphs identifying scope and units (lump sum and unit price) for each payment item.

B. Related Sections of the Specifications include the following:

1. All specification divisions for detailed procedural, material, and installation requirements associated with the Work of each payment item.

C. Related Requirements in the Specifications:

1. Division 01 Section "Contract Modification Procedures" for procedures for submitting and handling Change Orders.

1.2 Definitions

A. Complete In Place: When used in the measurement and payment provisions, means the completion of the contract item, including the furnishing of all materials, equipment, tools, labor and work incidental thereto.

B. Lump Sum: When used as an item of payment, means complete payment for the work prescribed for that portion of the Work under the item, or all work prescribed in the Contract, as the case may be.

1. Lump sum payment items are groupings of the Work as determined by the Owner only for the Owner’s convenience. Such listings of payment items shall establish the minimum level of detail for the Schedule of Values.

2. Payment for items for which the contract amount is a lump sum amount shall be based on the proportion of the Work satisfactorily accomplished to the date of the partial payment request

C. Payment Items: The Owner's distribution of the Contract Price through listed work items.

1. Each item listed herein includes a defined scope of services. However, not all materials, labor, equipment, or services of each payment item are guaranteed to be listed or specified within the scope description.

2. Include costs associated with items of work required to complete the defined scope of services within the appropriately specified payment item.

3. Work associated with payment items may be addressed in several Sections; references to individual sections within the payment item description may not be all inclusive.

file://VS-24/Project/Proj2016/160155%20Ammonoosuc%20Dam/Admin/Cost%20Estimate%20Ammonoosuc.xls

PAYMENT ITEMS 01204 - 2

4. Payment items include all necessary material, plus cost for delivery, installation, applicable taxes, overhead, and profit.

D. Unit Price

1. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

2. The unit price stated on the Bid Form, is a price per unit of measurement for materials or services to be used for payment when estimated quantities of Work required by the Contract Documents are increased or decreased.

3. Payment for work included in unit price items shall be based on the completed value of each unit in such quantity actually installed as measured and determined by the Engineer unless approved Schedule of Values provides sufficient detail for measurement and payment of partial progress of Work

E. Payment for work items for which no itemized item specifically provides for separate measurement and payment shall be made as part of the price shown on the Schedule of Values which such item most nearly accommodates unless otherwise provided in the specifications.

1.3 Procedures

A. Unit prices and lump sum items include all necessary costs associated for a complete installation and include costs for material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit.

B. Measurement and Payment: Refer to the Schedule of Payment Items at the end of this Section for the scope of the Work associated with individual payment items, and the method of measurement and payment

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 List of Payment Items

A. Payment Item No. 1 – Mobilization/Demobilization

1. Description: Paid for by the Contract lump sum price. This item includes materials, equipment, tools, and labor incidental to the Work, and the following:

a. Mobilization and demobilization; insurance and bonds; and administrative and general requirements.

b. Field survey including as-built survey and other survey services as required during the course of the project that are not included in any other payment item.

PAYMENT ITEMS 01204 - 3

c. Constructing temporary access roads and augmentation of existing access roads, as needed during construction.

d. Restoration and grading of areas to the satisfaction of the Engineer.

e. Restoration of existing access roads upon completion of construction to the satisfaction of the Engineer.

f. Incidental materials, equipment, tools and labor not covered by other bid items required to complete the Work.

2. Unit of Measurement: No separate measurement will be made for this item.

B. Payment Item No. 2 – EXISTING CONCRETE REHAB (CHIPPING, SANDING, BLASTING, BONDING)

1. Description: Paid for by the Contract lump sum price. This item includes materials, equipment, tools, and labor incidental to the Work, and the following:

a. Removal and disposal of the existing concrete removed from structure.

b. Removal and storage of the existing wooden overflow.

c. Excavation and disposal of soil associated with the Work. Soil that is determined to be suitable for reuse is to be stockpiled onsite.

d. Excavation and disposal of soil associated with the Work.

e. Boulders and/or cobbles from the dam that are determined to be suitable for reuse are to be stockpiled onsite.

2. Unit of Measurement: No separate measurement will be made for this item.

C. Payment Item No. 3 – Erosion and Sediment Control

1. Description: Paid for by the Contract lump sum price. This item includes materials, equipment, tools, and labor incidental to the Work, and the following:

a. Temporary erosion controls including work and materials required to stabilize slopes or repair controls, regardless of planting seasons.

b. Maintenance and replacement of erosion control system including silt fence and the construction entrance as directed.

c. Removing and disposing of erosion control system including accumulated sediment during construction and silt fence after vegetation has been established.

d. Dust control measures at the site, and along the transport route between the site and Owner-designated surplus storage location.

2. Unit of Measurement: No separate measurement will be made for this item.

D. Payment Item No. 4 – Water Control

1. Description: Paid for by the Contract lump sum price. This item includes materials, equipment, tools, and labor incidental to the installation and complete removal of the Water Control System, and the following:

PAYMENT ITEMS 01204 - 4

a. Isolation of work from the pond and outlet channel by coffer damming, pumping or other measures to allow work to proceed in the dry.

b. Preparation of the Water Control Plan.

2. Unit of Measurement: No separate measurement will be made for this item.

E. Payment Item No. 5 – Cast-In-Place Concrete

1. Description: Paid for by the Contract unit price. This item includes materials, equipment, tools, and labor incidental to the Work, and the following:

a. Forming and Pouring/Constructing the walls as indicated on the Drawings.

b. All incidentals including but not limited to steel reinforcing, pinning, and water stops as indicated on the Drawings.

c. Quality control testing associated with the placement of the concrete and the placement of the soil backfill.

2. Unit of Measurement: Measurement will be made by volume in cubic yards.

F. Payment Item No. 6 - Gate chamber and Valve

1. Description: Paid for by the Contract lump sum price. This item includes materials, equipment, tools, and labor incidental to the Work, and the following:

a. Installation of the canal gate valve, stem, operator, trash rack channel, and appurtenant fasteners and miscellaneous items associated with the gate chamber as indicated on the Drawings.

b. Unit of Measurement: No separate measurement will be made for this item.

2. Unit of Measurement: No separate measurement will be made for this item.

G. Payment Item No. 7 – Excavation and Embankment

1. Description: Paid for by the Contract unit price. This item includes materials, equipment, tools, and labor incidental to the Work, and the following:

a. Excavation and hauling of existing materials which are to be removed to the subgrade elevations for cast-in-place concrete dam features.

b. Supply/haul materials to the site for use as backfill at the dam cut-off walls, footings, and slabs.

c. Construction of dam embankments to the grades and slopes shown of the Plans.

d. Compaction of all placed materials as required.

2. Unit of Measurement: Measurement will be made by cubic yard of installed compacted in-place select fill materials not including riprap and stone which will be paid for under separate items.

H. Payment Item No. 8 – NH DOT Class V Riprap

1. Description: Paid for by the Contract unit price. This item includes materials, equipment, tools, and labor incidental to the Work, and the following:

PAYMENT ITEMS 01204 - 5

a. Furnish and place non-woven geotextile and NH DOT Class V riprap in the locations indicated on the Drawings and design details.

2. Measurement will be made by the cubic yard of in-place Class V riprap based on surface area shown on the Plans and the specified design thickness pay limit per construction details.

I. Payment Item No. 9 – 18in I.D. PVC Outlet Pipe

1. Description: Paid for by the Contract unit price. This item includes materials, equipment, tools, and labor incidental to the Work, and the following:

a. Furnish and installation of PVC pipe inside existing steel pond drain outlet pipe, low strength grout or concrete fill in the outlet chamber, and non-shrink grout seals at penetrations as indicated on the Drawings.

2. Measurement will be made by length of pipe in linear feet.

J. Payment Item No. 10 – Site Restoration, Seed and Mulch

1. Description: Paid for by the Contract lump sum price. This item includes materials, equipment, tools, and labor incidental to the Work, and the following:

a. Restoration of damage to landscaped areas, and structures.

b. Topsoil placement and seeding at areas designated on the Drawings and areas disturbed due to construction operations.

c. Mulch to stabilize seeded areas until grass has established a good standing of growth based on the erosion control notes and details on the Plans.

K. Payment Item No. 11 – Miscellaneous Work and Cleanup

1. Description: Paid for by the Contract lump sum price. This item includes materials, equipment, tools, and labor incidental to the Work, including but now limited to the following:

a. Basic construction housekeeping, temporary facilities, testing, signage, construction layout, transfer of temporary benchmarks, snow removal, and hiking trail detours.

PAYMENT ITEMS 01204 - 6

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CONTRACT MODIFICATION PROCEDURES 01260 - 1

EJCDC C-941 Change Order

Change Order No.

Date of Issuance: Effective Date:

Project:

Owner:

Owner's Contract No.:

Contract:

Date of Contract:

Contractor:

Engineer's Project No.:

The Contract Documents are modified as follows upon execution of this Change Order:

Description:

Attachments (list documents supporting change):

CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES:

Original Contract Price: Original Contract Times: Working days Calendar days Substantial completion (days or date):

$ Ready for final payment (days or date):

[Increase] [Decrease] from previously approved Change Orders No. to No. : [Increase] [Decrease] from previously approved Change Orders

No. to No. :

Substantial completion (days):

$ Ready for final payment (days):

Contract Price prior to this Change Order: Contract Times prior to this Change Order:

Substantial completion (days or date):

$ Ready for final payment (days or date):

[Increase] [Decrease] of this Change Order: [Increase] [Decrease] of this Change Order:

Substantial completion (days or date):

$ Ready for final payment (days or date):

Contract Price incorporating this Change Order: Contract Times with all approved Change Orders:

Substantial completion (days or date):

$ Ready for final payment (days or date):

RECOMMENDED: ACCEPTED: ACCEPTED:

By: By: By:

Engineer (Authorized Signature) Owner (Authorized Signature) Contractor (Authorized Signature)

Date: Date: Date:

Approved by Funding Agency (if applicable):

Date:

CONTRACT MODIFICATION PROCEDURES 01260 - 2

EJCDC C-941 Change Order

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(FOR DUPLEX PRINTING PURPOSES)

SUBMITTAL PROCEDURES 01330 - 1

SECTION 01330 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals.

1.3 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Engineer's responsive action.

B. Informational Submittals: Written information that does not require Engineer's approval.

Submittals may be rejected for not complying with requirements.

1.4 SUBMITTAL PROCEDURES

A. General: Electronic copies of CAD Drawings of the Contract Drawings will not be provided by Engineer for Contractor's use in preparing submittals, unless requested to by the Contractor.

B. Method of Transmitting Submittals: Electronic transmission of submittals via email is preferred.

Transmitting submittals via a facsimile will not be allowed.

C. Clarity: Provide neat, clean and legible printed materials that can be easily reproduced by normal photocopying or blueprinting process. Illegible submittals will be returned un-reviewed.

D. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. Engineer reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

E. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Engineer's receipt of submittal.

1. Initial Review: Allow 15 (fifteen) days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals.

SUBMITTAL PROCEDURES 01330 - 2

Engineer will advise Contractor when a submittal being processed must be delayed for coordination.

2. Concurrent Review: Where concurrent review of submittals by Engineer's consultants, Owner, or other parties is required, allow 21 (twenty one) days for initial review of each submittal.

3. If intermediate submittal is necessary, process it in same manner as initial submittal.

4. Allow two (2) days for processing each resubmittal.

5. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

F. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space approximately 4 by 5 inches on label or beside title block to record Contractor's review and approval markings and action taken by Engineer.

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of Engineer.

d. Name and address of Contractor.

e. Name and address of subcontractor.

f. Name and address of supplier including name and telephone number of contact.

g. Name of manufacturer including name and telephone number of contact.

h. Unique identifier, including revision number.

i. Number and title of appropriate Specification Section.

j. Drawing number and detail references, as appropriate.

k. Other necessary identification.

G. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals. Provide list or narrative of deviations on Submittal Transmittal form.

H. Additional Copies: Unless additional copies are required for final submittal, and unless Engineer observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

1. Submit one copy of submittal to concurrent reviewer in addition to specified number of copies to Engineer.

I. Transmittal: Package each submittal individually and appropriately for transmittal and handling.

Transmit each submittal using a transmittal form. Engineer will return submittals, without review, received from sources other than Contractor.

1. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Engineer on previous

SUBMITTAL PROCEDURES 01330 - 3

submittals, and deviations from requirements of the Contract Documents, including minor variations and limitations. Include the same label information as the related submittal.

2. Include Contractor's certification stating that information submitted complies with requirements of the Contract Documents.

3. For electronic submittals, compile each submittal individually in .PDF electronic format for transmittal via email and handling.

J. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

K. Use for Construction: Use only final submittals with mark indicating action taken by Engineer in connection with construction.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

1. Number of Copies: Submit one electronic copy or two hardcopies of each submittal, unless otherwise indicated. Engineer will return one copy. Mark up and retain one returned copy as a Project Record Document.

a. Submit a preliminary single copy of each submittal where selection of options, color, pattern, texture, or similar characteristics is required. Engineer will return submittal with options selected.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Standard color charts.

e. Manufacturer's catalog cuts.

f. Wiring diagrams showing factory-installed wiring.

g. Printed performance curves.

h. Operational range diagrams.

i. Mill reports.

j. Standard product operating and maintenance manuals.

SUBMITTAL PROCEDURES 01330 - 4

k. Compliance with recognized trade association standards.

l. Compliance with recognized testing agency standards.

m. Application of testing agency labels and seals.

n. Notation of coordination requirements.

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

1. Preparation: Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

f. Shopwork manufacturing instructions.

g. Templates and patterns.

h. Schedules.

i. Design calculations.

j. Compliance with specified standards.

k. Notation of coordination requirements.

l. Notation of dimensions established by field measurement.

2. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

3. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 40 inches.

D. Samples: Prepare physical units of materials or products, including the following:

1. Comply with requirements in Division 1 Section "Quality Requirements" for mockups.

2. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

3. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from the same material to be used for the Work, cured and finished in manner specified, and physically identical with the product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials;

complete units of repetitively used materials; swatches showing color, texture, and pattern;

color range sets; and components used for independent testing and inspection.

4. Preparation: Mount, display, or package Samples in manner specified to facilitate review of qualities indicated. Prepare Samples to match Engineer's sample where so indicated. Attach label on unexposed side that includes the following:

a. Generic description of Sample.

SUBMITTAL PROCEDURES 01330 - 5

b. Product name or name of manufacturer.

c. Sample source.

d. Name of Project.

e. Name of Contractor and subcontractor.

5. Additional Information: On an attached separate sheet, prepared on Contractor's letterhead, provide the following:

a. Size limitations.

b. Compliance with recognized standards.

c. Availability.

d. Delivery time.

6. Submit Samples for review of kind, color, pattern, and texture for a final check of these characteristics with other elements and for a comparison of these characteristics between final submittal and actual component as delivered and installed.

a. If variation in color, pattern, texture, or other characteristic is inherent in the product represented by a Sample, submit at least three sets of paired units that show approximate limits of the variations.

b. Refer to individual Specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, details of assembly, connections, operation, and similar construction characteristics.

7. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.

a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use.

b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor.

E. Product Schedule or List: Prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form:

1. Type of product. Include unique identifier for each product.

2. Number and name of room or space.

3. Location within room or space.

F. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:

1. Name, address, and telephone number of entity performing subcontract or supplying products.

2. Number and title of related Specification Section(s) covered by subcontract.

3. Drawing number and detail references, as appropriate, covered by subcontract.

SUBMITTAL PROCEDURES 01330 - 6

2.2 INFORMATIONAL SUBMITTALS

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Number of Copies: Submit one electronic copy of each submittal or two hardcopies of each submittal, unless otherwise indicated. Engineer will not return copies.

2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

3. Test and Inspection Reports: Comply with requirements in Division 1 Section "Quality Requirements."

B. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified.

C. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified.

D. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements and, where required, is authorized for this specific Project.

E. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements. Include evidence of manufacturing experience where required.

F. Material or Product Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements. Use attached sample Material Certificate, or provide certificate that includes the following information.

1. Project to which material is consigned.

2. Name of contractor receiving material.

3. Item number and description of material.

4. Quantity of material represented by the certificate.

5. Means of identifying consignment including label, marking, or lot number.

6. Date and method of shipment.

7. Signature of Supplier’s authorized agent.

8. Notarization of certificate.

G. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements.

H. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

SUBMITTAL PROCEDURES 01330 - 7

I. Preconstruction Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements.

J. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements.

K. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements in Division 1 Section "Closeout Procedures."

L. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers.

M. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable:

1. Preparation of substrates.

2. Required substrate tolerances.

3. Sequence of installation or erection.

4. Required installation tolerances.

5. Required adjustments.

6. Recommendations for cleaning and protection.

N. Manufacturer's Field Reports: Prepare written information documenting factory-authorized service representative's tests and inspections. Include the following, as applicable:

1. Name, address, and telephone number of factory-authorized service representative making report.

2. Statement on condition of substrates and their acceptability for installation of product.

3. Statement that products at Project site comply with requirements.

4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken.

5. Results of operational and other tests and a statement of whether observed performance complies with requirements.

6. Statement whether conditions, products, and installation will affect warranty.

7. Other required items indicated in individual Specification Sections.

SUBMITTAL PROCEDURES 01330 - 8

PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Engineer.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. See attached Submittal Transmittal for sample of statement.

3.2 ENGINEER’S ACTION

A. General: Engineer will not review submittals that do not bear Contractor's approval stamp and will return them without action.

B. Action Submittals: Engineer will review each submittal, make marks to indicate corrections or modifications required, and return it. Engineer will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows:

1. Furnish as Submitted: Submittal appears to conform to Contract Documents and Contractor may proceed with ordering and installation.

2. Furnish as Noted: Same as “Furnish as Submitted” except that the Contractor must comply with modifications or notes added to the submittal by the Engineer.

3. Rejected: Submittal must be revised and resubmitted.

C. Informational Submittals: Engineer will review each submittal and will not return it, or will reject and return it if it does not comply with requirements. Engineer will forward each submittal to appropriate party.

D. Submittals not required by the Contract Documents will not be reviewed and may be discarded.

SUBMITTAL PROCEDURES 01330 - 9

F:\Proj2016\160156 Long Pond Dam\Admin\Specifications\Tech Specs\01330_Submittal_Procedures.doc

To: From:

ATTN:

PROJECT: SUBMITTAL NO.:

(List Section No., Article No., Paragraph)

(Revision: 1st, 2nd, 3rd, etc.)

Transmitted herewith for review and comment are the following:

Copies Dwg. No. Description

MANUFACTURER / SUPPLIER

Name:

Address:

Telephone No.: Facsimile No.:

For Additional Information, Contact E-mail Address:

SUBMITTAL PROCEDURES 01330 - 10

I hereby certify that I have carefully examined the enclosed submittal and have determined and verified all field measurements, construction criteria, materials, catalog numbers and similar data, coordinated the submittal with other submissions and the work of other trades and contractors, and that to the best of my knowledge and belief, the enclosed submittal is in full compliance with the Contract Documents, except for the following deviations:

BY:

Signature:

Title:

E.

F.

- - SAMPLE - - MATERIALS CERTIFICATE - - SAMPLE - -

(Submit on Manufacturer’s letterhead)

Date:

WE HEREBY CERTIFY THAT

(Description, Kind of Material, Product Name, Model No.)

FURNISHED TO

(Name of Contractor) (Prime or Subcontractor)

FOR USE ON

(Project Name)

OWNER

(Project Owner)

IDENTIFIED BY:

(Label, Marking, Seal No., Consignment, or Waybill No.)

SHIPPED VIA:

(Method of Shipment, Car No., Truck No.)

SUBMITTAL PROCEDURES 01330 - 11

SHIPPED ON: DELIVERED ON:

MEETS THE REQUIREMENTS OF THE CONTRACT DOCUMENTS FOR THE SUBJECT

PROJECT IN ALL RESPECTS. PROCESSING, PRODUCT TESTING AND INSPECTION

CONTROL OF RAW MATERIALS ARE IN CONFORMANCE WITH APPLICABLE

SPECIFICATIONS, DRAWINGS AND STANDARDS OF ARTICLES FURNISHED. ARTICLES

FURNISHED COMPLY WITH THE FOLLOWING SPECIFICATIONS:

All records and documents pertinent to this certificate and not submitted herewith will be maintained available by the undersigned for a period of not less than 3 years from the date of this certificate.

(Name of Manufacturer) (Authorized Representative’s Signature) (Title)

SUBMITTAL PROCEDURES 01330 - 12

- - SAMPLE - - EQUIPMENT RECORD SHEET - - SAMPLE - -

PROJECT: SUBMITTAL NO.:

(list Section No., Article No., and Paragraph)

(Revision: 1st, 2nd, 3rd, etc.)

EQUIPMENT MANUFACTURER SERVICE REPRESENTATIVE

TYPE Motor Mfr.

MODEL NO. Motor Size

SERIAL NO. Volts Amps

CAPACITYat Phase Cycles RPS

SPECIAL NOTES AND REMARKS:

QUALITY REQUIREMENTS 01400 - 1

SECTION 01400 - QUALITY REQUIREMENTS

1.1 Summary

A. Section includes administrative and procedural requirements for quality assurance and quality control.

1. Unless specifically noted elsewhere, Contractor shall employ Testing Agencies, and pay for all costs associated with specified inspections, sampling and testing.

B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.

1. Specific quality-assurance and -control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products.

2. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance and -control procedures that facilitate compliance with the Contract Document requirements.

3. Requirements for Contractor to provide quality-assurance and -control services required by Engineer, Owner, or authorities having jurisdiction are not limited by provisions of this Section.

4. Specific test and inspection requirements are not specified in this Section.

1.2 Definitions

A. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements.

B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Services do not include contract enforcement activities performed by Engineer.

C. Field Quality-Control Testing: Tests and inspections that are performed on-site for installation of the Work and for completed Work.

D. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency.

QUALITY REQUIREMENTS 01400 - 2

E. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations.

1. Use of trade-specific terminology in referring to a trade or entity does not require that certain construction activities be performed by accredited or unionized individuals, or that requirements specified apply exclusively to specific trade(s).

1.3 Conflicting Requirements

A. Referenced Standards: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer conflicting requirements that are different, but apparently equal, to Engineer for a decision before proceeding.

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Engineer for a decision before proceeding.

1.4 Informational Submittals

A. Testing Agency Qualifications: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority.

1.5 Reports And Documents

A. Test and Inspection Reports: Prepare and submit certified written reports specified in other Sections. Include the following:

1. Date of issue.

2. Project title and number.

3. Name, address, and telephone number of testing agency.

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

5. Names of individuals making tests and inspections.

6. Description of the Work and test and inspection method.

7. Identification of product and Specification Section.

8. Complete test or inspection data.

9. Test and inspection results and an interpretation of test results.

10. Record of temperature and weather conditions at time of sample taking and testing and inspecting.

11. Comments or professional opinion on whether tested or inspected Work complies with the

Contract Document requirements.

12. Name and signature of laboratory inspector.

13. Recommendations on retesting and reinspecting.

QUALITY REQUIREMENTS 01400 - 3

B. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work.

1.6 Quality Assurance

A. General: Qualifications paragraphs in this article establish the minimum qualification levels required; individual Specification Sections specify additional requirements.

B. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.

C. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 329; and with additional qualifications specified in individual Sections; and, where required by authorities having jurisdiction, that is acceptable to authorities.

1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7.

2. NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory

Accreditation Program.

1.7 Quality Control

A. Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform these services.

1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspecting they are engaged to perform.

2. Payment for these services will be made from testing and inspecting allowances, as authorized by Change Orders.

3. Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor.

B. Contractor Responsibilities: Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Perform additional quality-control activities required to verify that the Work complies with requirements, whether specified or not.

1. Unless otherwise indicated, provide quality-control services specified and those required by authorities having jurisdiction. Perform quality-control services required of Contractor by authorities having jurisdiction, whether specified or not.

2. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality-control services.

a. Contractor shall not employ same entity engaged by Owner, unless agreed to in writing by Owner.

3. Notify testing agencies at least 48 hours in advance of time when Work that requires testing or inspecting will be performed.

QUALITY REQUIREMENTS 01400 - 4

4. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service.

5. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility.

6. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct.

C. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents.

D. Testing Agency Responsibilities: Cooperate with Engineer and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections.

1. Notify Engineer and Contractor promptly of irregularities or deficiencies observed in the

Work during performance of its services.

2. Determine the location from which test…