P6466811SPEC.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS COMMAND

SPECIFICATIONS

FOR

REPAIR WATERFRONT

FOR

STATION ROCKLAND

Rockland, ME

PSN 6466811

DAVID CASS DAVID GLASS

A. A. JACOBS

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT STREET, SUITE 100

WARWICK, RHODE ISLAND 02886

USCG Rockland Maine 6466811 Repair Waterfront

STATION ROCKLAND

REPAIR WATERFRONT

ROCKLAND, MAINE

DESIGN BY:

CHILDS ENGINEERING CORPORATION

34 WILLIAM WAY

BELLINGHAM, MA 02019

SPECIFICATION PREPARED BY:

Civil/Structural:

Charlie M. Roberts, P.E.

Electrical:

Craig H. Matthews, P.E.

Utilities:

Jeffrey J. Haas, P.E.

SPECIFICATION SUBMITTED BY: Charlie M. Roberts, P.E. DATE: February 3, 2017

SPECIFICATION APPROVED BY: _________________________ DATE: __________

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

a description of work covered in this contract and is required for use in all projects

01 14 00 WORK RESTRICTIONS

work and site restrictions

01 32 00 CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

the preparation and use of Design-Bid-Build Schedules

01 33 00 SUBMITTAL PROCEDURES

general procedures regarding submittals, data normally submitted for review to establish conformance with the design concept and contract documents

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

safety and occupational health requirements for the protection of Contractor and Government personnel, property and resources

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

listing of organizations whose publications are referenced in other sections of the specifications.

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

temporary construction facilities, safety systems, construction traffic provisions, construction signage and controls over contractor operations required for use in all projects.

01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS

environmental protection and other environmental temporary controls

01 78 00 CLOSEOUT SUBMITTALS

closeout submittals including: revised project documents, warranty management, testing, adjusting and balancing, O & M manuals, and final cleaning

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

demolition, deconstructon, dismantling, reconditioning and disposal of existing building materials, equipment and utilities as a part of new construction or renovation work

02 41 01 SILTATION CURTAINS/DEBRIS BOOMS

demolition, deconstructon, dismantling, reconditioning and disposal of existing building materials, equipment and utilities as a part of new construction or renovation work

PROJECT TABLE OF CONTENTS Page 1

DIVISION 03 - CONCRETE

03 01 30.71 CONCRETE REHABILITATION

repair of portland cement concrete using epoxy resin grouts, mortars and concretes

03 20 00.00 10 CONCRETE REINFORCING

concrete reinforcement, including welded wire fabricand fibrous reinforcing

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

projects involving amounts of concrete less than 380 cubic meters (500 cubic yards)

03 30 53.00 10 CONTROLLED LOW STRENGTH MATERIAL

projects involving amounts of concrete less than 380 cubic meters (500 cubic yards)

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

precast, non-prestressed concrete products used for below grade construction (Sewage Systems, Subdrainage Systems, Storm Drainage Systems, Utility and Communications Structures, etc.)

03 45 33 PRECAST STRUCTURAL CONCRETE

precast non-prestressed and precast prestressed concrete used for structural purposes (floor units, roof units, joists, beams, planks, columns, single- and double-tee slabs, hollow-cored flat slabs, tee- or keystone-joists, and other structural framing elements, etc.) and for minor architectural purposes (copings, window sills, etc.) in building and waterfront facilities construction

DIVISION 05 - METALS

05 30 00.01 MOORING HARDWARE

steel floor and roof decks, including accessories

05 50 13 MISCELLANEOUS METAL FABRICATIONS

miscellaneous metalwork

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 13 33 PIER TIMBERWORK

timber piers and timber work on other than timber piers

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 19 00 WATER REPELLENTS

the application of water repellent coatings to above grade concrete, concrete masonry, and plaster surfaces

07 92 00 JOINT SEALANTS

sealants for normal building construction

PROJECT TABLE OF CONTENTS Page 2

DIVISION 09 - FINISHES

09 97 13 COATING OF STEEL WATERFRONT STRUCTURES, ZERO VOC, (SZC)

SPLASH ZONE COATING

coating new or existing steel-sheet piling and other steel waterfront structures

09 97 13.50 UHMW-PE HEAT SHRINKABLE PROTECTIVE FENDER PILE COVERS

prestressed, pretensioned piles

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

procurement, installation, and testing of electrical wiring systems for construction projects

DIVISION 31 - EARTHWORK

31 05 19 GEOTEXTILE

geotextiles

31 23 00.00 20 EXCAVATION AND FILL

earthwork requirements for buildings, roads, and utilities

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 10 00 BITUMINOUS CONCRETE PAVEMENT

asphaltic concrete paving for vehicular traffic

32 17 24.00 10 PAVEMENT MARKINGS

marking and remarking airport and heliport pavements primarily, but may also be used for marking roads, streets and parking areas; this section also includes removal of paint or tape markings from pavement surfaces

DIVISION 33 - UTILITIES

33 40 00 ADJUSTING UTILITIES

storm drainage piping systems using concrete, clay, steel, ductile iron, aluminum, polyvinyl chloride (PVC), polyethylene (PE), polypropylene (PP) pipe and steel reinforced polyethylene (SRPE) pipe

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

underground electrical work

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 51 13.00 20 CONCRETE FLOATING PIER FOR SMALL CRAFT

for precast non-prestressed concrete floating piers and associated hardware and accessories

PROJECT TABLE OF CONTENTS Page 3

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes but is not limited to the replacement of the concrete aprons on the North, Southeast, and West Wharf. This includes concrete pile cap and knee wall with a precast concrete plank spanning between the two.

The upgrading of the mooring hardware on the North and Southeast Wharf, the addition of two loading areas, and the regrading of the site and replacement of the three yard drains. All the piles and bracing will also be cleaned and recoated and there will be minor repairs to the Southwest Wharf.

In addition, as an optional bid item, the North Floating Dock will be replaced in-kind reusing the existing guide piles, and the Middle and South Floating Dock will have the cracks repaired, all of the guide piles will be cleaned and recoated then have a protective pile cover applied to them.

1.1.2 Location

The work shall be located at USCG Station Rockland, Rockland, Maine, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

SHEET NO. DISCIPLINE

SHEET NO.

TITLE

1 G-001 COVER SHEET

2 G-002 DRAWING INDEX

3 G-003 NOTES

4 G-101 SITE PLAN

5 G-102 PHASING PLAN

6 B-101 SOIL BORING

7 C-101 DEMOLITION AND EXCAVATION PLAN

8 C-102 GRADING AND DRAINAGE PLAN

SECTION 01 11 00 Page 1

9 C-103 UTILITIES SITE PLAN

10 C-301 DEMOLITION SECTIONS

11 C-302 GRADING SECTIONS

12 C-501 DEMOLITION, GRADING, AND DRAINAGE

DETAILS

13 S-101 PROPOSED SITE PLAN

14 S-102 PROPOSED NORTH WHARF PLAN

15 S-103 PROPOSED SOUTHEAST WHARF PLAN

16 S-104 PROPOSED WEST WHARF PLAN

17 S-105 PROPOSED FLOATING DOCK PLAN

18 S-301 EXISTING WHARF SECTIONS 1

19 S-302 EXISTING WHARF SECTIONS 2

20 S-303 PROPOSED WHARF SECTIONS 1

21 S-304 PROPOSED WHARF SECTIONS 2

22 S-501 PILE CAP AND KNEE WALL DETAILS

23 S-502 NORTH WHARF END DETAILS

24 S-503 SOUTHEAST WHARF END DETAILS

25 S-504 PRECAST PLANK DETAILS

26 S-505 MOORING HARDWARE DETAILS

27 E-101 SITE PLAN

28 E-501 DETAILS

Two sets of full size and two sets of half size contract drawings, maps, and specifications will be furnished to the Contractor without charge.

Reference publications will not be furnished.

Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.

1.3 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been

SECTION 01 11 00 Page 2 altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 15 calendar days in advance. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

b. USCG Station Rockland will remain in operation during the entire construction period. The Contractor shall conduct his operations so as to cause the least possible interference with normal operations of the activity per the Phasing Plan. Access to emergency response vessels will be continuously maintained. The total project duration shall be as specified in the regulatory permit.

c. Permission to interrupt any Activity roads, parking areas, storage areas, access and/or utility service shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

d. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations and construction work at the pier. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

e. The Contractor shall give proper notification to the US Coast Guard when operations shall interfere with a USCG boat berth area.

f. The load ratings shall be adhered to as shown on the Drawings.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Station Regulations

1.2.1.1 Subcontractors and Personnel Contacts

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.2.2 Employee List

The Contractor shall provide to the Contracting Officer, in writing, the names of two designated representatives authorized to request personnel and vehicle passes for employees and subcontractor's employees prior to commencement of work under this contract.

1.2.3 Emergency Response Requirement

All personnel shall take shelter for personal safety in the event of certain emergencies. This policy includes Contractors, Subcontractors, and any person who is employed by the Contractor.

SECTION 01 14 00 Page 1

The most appropriate protective action for certain emergencies is to take shelter. Personnel shall immediately seek shelter while an assessment is made of the threat and determinations are being made regarding subsequent actions such as "all clear" or selected building evacuations.

1.2.4 Working Hours

Regular on-site working hours are 0630 to 1600, Monday through Friday, excluding Government holidays.

1.2.5 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.2.6 Occupied and Existing Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The Contractor shall relocate and reset temporary facilities to complete the work, as indicated or otherwise directed by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 14 00 Page 2

SECTION 01 32 00

CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule/Schedule of Values; G

1.2 CONSTRUCTION SCHEDULE

At the Pre-Construction Conference, submit a Construction Schedule and Schedule of Values in accordance with FAR Clause 52.236.15. The Schedule of Values shall be based on the actual breakdown of the bid price. The cost of insurance shall not be listed as a separate item but included as part of each item of work. The actual cost of bonds may be paid as the first progress payment when a receipt from the bonding company is presented to the Contracting Officer. For contracts under $25,000, a Schedule of Values is not required. In addition, keep the Government Inspector informed daily of the expected delivery dates for major pieces of equipment and materials.

The Contractor shall provide, to the Government representative, on a weekly basis, a construction schedule showing a two-week look ahead.

Construction Schedule/Schedule of Values form shall incorporate at a minimum the following activities:

a. Bonds

b. Mobilization

c. Demobilization

d. Pre-Construction Submittals

e. Work Activities

f. In-Progress Submittals

g. Final Government Inspection

h. Close-Out Submittals; i.e. Testing Balancing Reports, Warranties, Operation and Maintenance Manuals, Posted Instructions

i. As-Built Drawings

j. Factors which Constitute Potential Interruptions to Station Operations

Pre-Construction Submittals are those activities which encompass the

SECTION 01 32 00 Page 1 obtaining, submission, review and approval of submittals necessary prior to the start of the related site work. Contractor shall annotate all such activities into the progress schedule with their forecasted time periods.

These activity periods shall not be exclusive of the contract performance period. No site work shall commence until the respective submittals have been approved.

The value of all major work components within the project shall be identified on the Construction Schedule/Schedule of Values on a unit quantity and unit cost basis, e.g. number of squares and cost per square of roofing, number of lineal feet and cost per lineal foot of conduit, number of panels and cost per panel etc. Lump sum items shall only be paid for when 100% complete.

The Construction Schedule/Schedule of Values as approved by the Government is not a substitute for quantities conveyed by the specification and drawings and those required for a complete job. Omissions and errors on the Construction Schedule/Schedule of Values are the responsibility of the Contractor.

Payments will not be made until the schedule of prices has been submitted to and approved by the Contracting Officer.

1.3 UPDATED SCHEDULES

Update the construction schedule and equipment delivery schedule at monthly intervals or when schedule has been revised. Reflect any changes occurring since the last update. Submit copies of the purchase orders and confirmation of the delivery dates as directed.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 PROGRESS UPDATES

3.1.1 General

A revised Construction Schedule/Schedule of Values shall be issued by the Contractor on a monthly basis. In addition, any revisions to the Construction Schedule/Schedule of Values such as modifications or delays shall be reflected by Contractor submission of an updated Construction Schedule/Schedule of Values.

3.1.2 Modifications

When a modification is issued by the Government, record the modification as the last activity of the Construction Schedule/Schedule of Values and include the value of the modification. Adjust the Schedule of Values to reflect the inclusion of the modification. Revise the Construction Schedule portion of the form to annotate the progress change. Enter all modifications in this manner in sequential order.

SECTION 01 32 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal(SD)

Shop drawings, product data, samples, and administrative submittals presented for review and approval. Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.1.2 Types of Submittals

All submittals are classified as indicated in paragraph "Submittal Descriptions (SD)". Submittals also are grouped as follows:

a. Shop drawings: As used in this section, drawings, schedules, diagrams, and other data prepared specifically for this contract, by contractor or through contractor by way of subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate portion of work.

b. Product data: Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate portion of work, but not prepared exclusively for this contract.

c. Samples: Physical examples of products, materials, equipment, assemblies, or workmanship that are physically identical to portion of work, illustrating portion of work or establishing standards for evaluating appearance of finished work or both.

d. Administrative submittals: Data presented for reviews and approval to ensure that administrative requirements of project are adequately met but not to ensure directly that work is in accordance with design concept and in compliance with contract documents.

1.1.3 Submittal Descriptions (SD)

SD-01 Preconstruction Submittals

Construction Progress Schedule Submittal register Schedule of values Health and safety plan Work plan Quality control plan Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to

SECTION 01 33 00 Page 1 illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the contractor for integrating the product or system into the project.

Drawings prepared by or for the contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged.

Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports

Daily checklists

SECTION 01 33 00 Page 2

Final acceptance test and operational test procedure

SD-07 Certificates

Statements signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative to confirm compliance with manufacturer's standards or instructions.

Factory test reports.

SD-10 Operation and Maintenance Data

Data intended to be incorporated in operations and maintenance manuals.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

As-built drawings

Special warranties

Posted operating instructions

Training plan

1.1.4 Approving Authority

Person authorized to approve submittal.

1.1.5 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce construction and materials, SECTION 01 33 00 Page 3 products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

Submit the following in accordance with the requirements of this section.

SD-01 Preconstruction Submittals

Submittal Register; G

1.3 USE OF SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data in columns (c), (d), (e), and (f) as delivered by government.

1.3.1 Submittal Register

Submit submittal register. Do not change data in columns (c), (d), (e), and

(f) as delivered by the government. Verify that all submittals required for project are listed and add missing submittals. Complete the following on the register:

Column (a) Activity Number: Activity number from the project schedule.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date contractor needs approval of submittal.

Column (i) Contractor Material: Date that contractor needs material delivered to contractor control.

1.4 PROCEDURES FOR SUBMITTALS

1.4.1 Reviewing, Certifying, Approving Authority

Government organization shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals is the Project Manager unless otherwise specified for specific submittal.

1.4.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

b. Submittals shall be complete for each definable feature of work;

components of definable feature interrelated as a system shall be submitted at same time.

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

SECTION 01 33 00 Page 4

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.4.3 Scheduling

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential requirements to resubmit.

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 10 working days. Period of review for each resubmittal is the same as for initial submittal.

1.4.4 Variations

Variations from contract requirements require Government approval pursuant to contract Clause entitled "FAR 52.236-21, Specifications and Drawings for Construction" and will be considered where advantageous to government.

1.4.4.1 Considering Variations

Discussion with contracting officer prior to submission, will help ensure functional and quality requirements are met and minimize rejections and resubmittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal

(VECP).

1.4.4.2 Proposing Variations

When proposing variation, deliver written request to the contracting officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to government. If lower cost is a benefit, also include an estimate of the cost saving. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.4.4.3 Warranting That Variation are Compatible

When delivering a variation for approval, contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.4.4.4 Review Schedule is Modified

In addition to normal submittal review period, a period of 5 working days will be allowed for consideration by the Government of submittals with variations.

1.4.5 Contractor's Responsibilities

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to Contracting Officer in accordance with schedule on approved Submittal Register, and to prevent delays in the work, delays to government, or delays to separate contractors.

SECTION 01 33 00 Page 5

c. Advise contracting officer of variation, as required by paragraph entitled "Variations."

d. Correct and resubmit submittal as directed by approving authority.

When resubmitting disapproved transmittals or transmittals noted for resubmittal, the contractor shall provide copy of that previously submitted transmittal including all reviewer comments for use by approving authority. Direct specific attention in writing or on resubmitted submittal, to revisions not requested by approving authority on previous submissions.

e. Furnish additional copies of submittal when requested by contracting officer, to a limit of 20 copies per submittal.

f. Complete work which must be accomplished as basis of a submittal in time to allow submittal to occur as scheduled.

g. Ensure no work has begun until submittals for that work have been returned as "approved," except to the extent that a portion of work must be accomplished as basis of submittal.

1.4.6 Government Responsibilities

a. Note date on which submittal was received from contractor on each Contract Item Approval Request Form.

b. Review each submittal; and check and coordinate each submittal with requirements of work and contract documents.

c. Review submittals for conformance with project design concepts and compliance with contract documents.

d. Ensure that material is clearly legible.

e. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

f. Identify returned submittals with one of the actions defined in paragraph entitled "Actions Possible" and with markings appropriate for action indicated.

1.4.7 Actions Possible

Submittals will be returned with one of the following notations:

a. Submittals marked "approved" "approved as submitted" authorize contractor to proceed with work covered.

b. Submittals marked "approved" "see below" authorize contractor to proceed with work as noted provided contractor takes no exception to the notations.

c. Submittals marked "disapproved" indicate submittal is incomplete or does not comply with design concept or requirements of the contract documents and shall be resubmitted with appropriate changes. No work shall proceed for this item until resubmittal is approved.

SECTION 01 33 00 Page 6

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

Transmit electronically each submittal, unless otherwise noted in the submittal register and/or where electronic submission is not feasible (i.e.

samples), to office of approving authority. The maximum file size that may be emailed is 10 MB; anything larger must be submitted hard copy or on a CD. Transmit submittals with transmittal form prescribed by contracting officer and standard for project. The transmittal form shall identify contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled "Identifying Submittals." Process transmittal forms to record actions regarding sample panels and sample installations. Note: Submittals requiring hard copy submission shall be provided with carbon copy transmittal form provided by the government.

1.5.2 Identifying Submittals

Identify submittals, except sample panel and sample installation, with the following information on each separate component of each submittal and transmittal form. The maximum file size for electronic submittals shall be no larger than 10 MB. Identify each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Section number of the specification section by which submittal is required.

d. Submittal description (SD) number of each component of submittal.

e. When a resubmission, alphabetic suffix on submittal description, for example, SD-10A, to indicate resubmission.

f. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier contractor associated with submittal.

g. Product identification and location in project.

1.5.3 Format for Product Data

a. Present product data submittals for each section. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted;

indicate specification section number and paragraph number to which it pertains.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for project.

1.5.4 Format for Shop Drawings

a. Shop drawings shall not be less than 8 1/2 by 11 inches nor more than

SECTION 01 33 00 Page 7

30 by 42 inches.

b. Present 8 1/2 by 11 inches sized shop drawings as part of the submittals required by section. Present larger drawings in sets.

c. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled "Identifying Submittals."

d. Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Shop drawing dimensions shall be the same unit of measure as indicated on the contract drawings. Identify materials and products for work shown.

1.5.5 Format of Samples

a. Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

(1) Sample of Equipment or Device: Full size.

(2) Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

(3) Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(4) Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

(5) Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

(6) Color Selection Samples: 2 by 4 inches.

(7) Sample Panel: 4 by 4 feet.

(8) Sample Installation: 100 square feet.

b. Samples Showing Range of Variation: Where variations are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range.

c. Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples shall be in undamaged condition at time of use.

d. Recording of Sample Installation: Note and preserve the notation of area constituting sample installation but remove notation at final clean up of project.

e. When color, texture or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

SECTION 01 33 00 Page 8

1.5.6 Format of Administrative Submittals

a. When submittal includes a document which is to be used in project or become part of project record, other than as a submittal, do not apply contractor's approval stamp to document, but to a separate sheet accompanying document.

b. Operation and Maintenance Manual Data: Submit in accordance with Section 01781, "Operation and Maintenance Data." Include components required in that section and the various technical sections.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of Product Data

a. When hard copy submission is required, submit four copies of submittals of product data.

1.6.2 Number of Copies of Shop Drawings

Submit shop drawings in compliance with quantity requirements specified for product data.

1.6.3 Number of Samples

a. Submit two samples, or two sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to contractor.

b. Submit one sample panel. Include components listed in technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of non-solid materials.

1.6.4 Number of Copies of Administrative Submittals

a. Unless otherwise specified, submit administrative submittals compliance with quantity requirements specified for product data.

b. Submit administrative submittals required under "SD-19 Operation and Maintenance Manuals" to conform to Section 01 78 23, "Operation and Maintenance Data."

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 9

(a) (b) (c) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

Line

Acti vity

Trans-mittal #

Specification

Section

SD

# Submittal Description Item Submitted

Paragraph

Classificati on: GOVT or A/E

Revwr Submit

Approval

Needed

By

Material

Needed

By

Action

Code

Date Of

Action

Date FWD to APPR /

Auth Date

RCD From

CONTR

Date

FWD To

Other

Revwr

Date

RCD

From

Other

Revwr

Action

Code

Date Of

Action

Mailed To

CONTR/

Date RCD

From

APPR

Authority Remarks

1 01 32 00 01 Preconstruction Submittals Construction Schedule/Schedule of

Values G

2 01 33 00 01 Preconstruction Submittals Submittal Register G

3 01 35 26 01 Preconstruction Submittals Accident Prevention Plan (APP) 1.7 G

4 01 35 26 01 Preconstruction Submittals Activity Hazard Analysis (AHA) 1.8 G

5 01 35 26 01 Preconstruction Submittals Crane Critical Lift Plan 1.7.1 G

6 01 35 26 01 Preconstruction Submittals Crane Operators 1.6.1.2 G

7 01 35 26 06 Test Reports Notifications and Reports 1.12 G

8 01 35 26 06 Test Reports Accident Reports 1.12.2 G

9 01 35 26 06 Test Reports Crane Reports 1.12.3 G

10 01 35 26 07 Certificates Confined Space Entry Permit 1.9 G

11 01 35 26 07 Certificates Hot Work Permit 1.9 G

12 01 35 26 07 Certificates License Certificates 1.14 G

13 01 35 26 07 Certificates Contractor Safety Self-Evaluation

Checklist

1.4 G

14 01 35 26 07 Certificates Contractor Safety Self-Evaluation

Checklist

1.4 G

15 01 35 26 07 Certificates Third Party Certification of Barge-

Mounted Mobile Cranes

1.12.5 G

16 01 35 26 07 Certificates Certificate of Compliance (Crane) 1.6.1.2 G

17 01 35 26 07 Certificates Machinery & Mechanized Equipment

Certification Form

3.6.3 G

18 01 50 00 01 Preconstruction Submittals Construction site plan G

19 01 50 00 01 Preconstruction Submittals Traffic control plan 3.3.1 G

20 01 57 19.00 20 01 Preconstruction Submittals Preconstruction Survey 1.5.1 G

21 01 57 19.00 20 01 Preconstruction Submittals Regulatory Notifications 1.5.2 G

22 01 57 19.00 20 01 Preconstruction Submittals Environmental Management Plan 3.1 G

23 01 57 19.00 20 01 Preconstruction Submittals Dirt and Dust Control Plan 3.13.1 G

24 01 57 19.00 20 06 Test Reports Erosion and Sediment Control

Inspection Reports

3.2.2 G

25 01 57 19.00 20 06 Test Reports Contractor 40 CFR employee training records

1.5.4 G

26 01 57 19.00 20 11 Closeout Submittals Contractor 40 CFR Employee Training

Records

1.5.4 G

27 01 57 19.00 20 11 Closeout Submittals Regulatory Notifications 1.5.2 G

28 01 78 00 03 Product Data As-Built Record of Equipment and

Materials G

29 01 78 00 03 Product Data Warranty Management Plan G

30 01 78 00 03 Product Data Final Cleaning G

31 01 78 00 08 Manufacturer’s Instructions Preventative Maintenance G

32 01 78 00 08 Manufacturer’s Instructions Condition Monitoring (Predictive

Testing) G

TITLE: USCG Rockland Maine

SUBMITTAL REGISTER

JOB NAME: Repair Waterfront 100% Design LOCATION: Rockland, Maine

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

TITLE: USCG Rockland Maine

SUBMITTAL REGISTER

JOB NAME: Repair Waterfront 100% Design LOCATION: Rockland, Maine

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

33 01 78 00 08 Manufacturer’s Instructions Inspection G

34 01 78 00 08 Manufacturer’s Instructions Instructions G

35 01 78 00 11 Closeout Submittals Record Drawings 1.2 G

36 01 78 00 11 Closeout Submittals Interim Form DD1354 G

37 01 78 00 11 Closeout Submittals Checklist for Form DD1354 G

38 02 41 00 01 Preconstruction Submittals Demolition Plan 1.2.1 G

39 02 41 00 07 Certificates Demolition Plan 1.2.1 G

40 02 41 00 11 Closeout Submittals Receipts of Approved Disposal G

41 03 01 30.71 01 Preconstruction Submittals Repair Plan 1.5.6 G

42 03 01 30.71 01 Preconstruction Submittals Testing Technicians 1.5.1.3 G

43 03 01 30.71 01 Preconstruction Submittals Testing Agencies 1.5.1.3 G

44 03 01 30.71 01 Preconstruction Submittals Field Survey Results G

45 03 01 30.71 01 Preconstruction Submittals Letter of Acceptance of Government's

Defect Quantities G

46 03 01 30.71 02 Shop Drawings Method of Performing the Surface

Preparation G

47 03 01 30.71 02 Shop Drawings Formwork G

48 03 01 30.71 03 Product Data Concrete G

49 03 01 30.71 03 Product Data Reinforcing Steel 2.1.3 G

50 03 01 30.71 03 Product Data Pre-Packaged Repair Material 1.3.1 G

51 03 01 30.71 03 Product Data Pre-Packaged Repair Material 1.5.4.1 G

52 03 01 30.71 03 Product Data Pre-Packaged Repair Material 2.1.1 G

53 03 01 30.71 03 Product Data Pre-Packaged Repair Material 2.2.1 G

54 03 01 30.71 03 Product Data Admixtures 1.6.3 G

55 03 01 30.71 05 Design Data Repair Material Mixing Proportioning 1.5.3 G

56 03 01 30.71 05 Design Data Trial Batch G

57 03 01 30.71 06 Test Reports Concrete G

58 03 01 30.71 06 Test Reports Pre-Packaged Repair Material 1.3.1 G

59 03 01 30.71 06 Test Reports Pre-Packaged Repair Material 1.5.4.1 G

60 03 01 30.71 06 Test Reports Pre-Packaged Repair Material 2.1.1 G

61 03 01 30.71 06 Test Reports Pre-Packaged Repair Material 2.2.1 G

62 03 01 30.71 06 Test Reports Aggregates G

63 03 01 30.71 06 Test Reports Admixtures 1.6.3 G

64 03 01 30.71 06 Test Reports Cement G

65 03 01 30.71 06 Test Reports Water 1.5.4.2 G

66 03 01 30.71 07 Certificates Form Removal Schedule G

67 03 01 30.71 07 Certificates Placement and Compaction 1.5.5 G

68 03 01 30.71 07 Certificates Mix Design G

69 03 01 30.71 08 Manufacturer’s Instructions Pre-Packaged Material G

70 03 01 30.71 08 Manufacturer’s Instructions Admixtures 1.6.3 G

SUBMITTAL REGISTER

JOB NAME: Repair Waterfront 100% Design LOCATION: Rockland, Maine

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

71 03 01 30.71 08 Manufacturer’s Instructions Manufacturer's Material Safety Data

Sheets

1.9 G

72 03 20 00.00 10 02 Shop Drawings Reinforcement 3.1 G

73 03 20 00.00 10 03 Product Data Welding 1.3.1 G

74 03 20 00.00 10 03 Product Data Material G

75 03 20 00.00 10 04 Samples Epoxy-Coated Bars 2.1.1 G

76 03 20 00.00 10 07 Certificates Reinforcing Steel 2.1 G

77 03 30 53 02 Shop Drawings Installation Drawings 1.4 G

78 03 30 53 03 Product Data Air-Entraining Admixture 2.2.4.1 G

79 03 30 53 03 Product Data Water-Reducing or Retarding

Admixture G

80 03 30 53 03 Product Data Batching and Mixing Equipment G

81 03 30 53 03 Product Data Conveying and Placing Concrete 3.2 G

82 03 30 53 03 Product Data Forms G

83 03 30 53 03 Product Data Mix Design Data G

84 03 30 53 03 Product Data Air-Entraining Admixtures G

85 03 30 53 03 Product Data Fly Ash G

86 03 30 53 06 Test Reports Aggregates 2.2.3 G

87 03 30 53 06 Test Reports Concrete Mixture Proportions 2.1.3 G

88 03 30 53 06 Test Reports Compressive Strength Testing 3.5.3 G

89 03 30 53 06 Test Reports Compressive Strength Testing 3.8 G

90 03 30 53 07 Certificates Cementitious Materials 2.2.1 G

91 03 30 53 07 Certificates Aggregates 2.2.3 G

92 03 30 53.00 10 03 Product Data CLSM Mix Design Data G

93 03 30 53.00 10 06 Test Reports Aggregates 2.2.2 G

94 03 30 53.00 10 06 Test Reports CLSM Mixture Proportions G

95 03 30 53.00 10 06 Test Reports Compressive Strength Testing 3.3.3 G

96 03 30 53.00 10 06 Test Reports Compressive Strength Testing 3.4 G

97 03 30 53.00 10 07 Certificates Cementitious Materials 2.2.1 G

98 03 30 53.00 10 07 Certificates Aggregates 2.2.2 G

99 03 42 13.00 10 01 Preconstruction Submittals Quality Control Procedures 1.3.2.2 G

100 03 42 13.00 10 02 Shop Drawings Standard Precast Units 2.1.1 G

101 03 42 13.00 10 02 Shop Drawings Custom-Made Precast Units 2.1.2 G

102 03 42 13.00 10 02 Shop Drawings Special Finishes 3.2.4.3 G

103 03 42 13.00 10 03 Product Data Standard Precast Units 2.1.1 G

104 03 42 13.00 10 03 Product Data Proprietary Precast Units 2.1.3 G

105 03 42 13.00 10 03 Product Data Embedded Items 3.1.3 G

106 03 42 13.00 10 03 Product Data Accessories 2.2.4 G

107 03 42 13.00 10 05 Design Data Design Calculations 2.1.2 G

108 03 42 13.00 10 05 Design Data Concrete Mix Proportions 2.1.5.1 G

109 03 42 13.00 10 06 Test Reports Test Reports 1.3.2.4 G

SUBMITTAL REGISTER

JOB NAME: Repair Waterfront 100% Design LOCATION: Rockland, Maine

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

110 03 42 13.00 10 07 Certificates Quality Control Procedures 1.3.2.2 G

111 03 45 33 02 Shop Drawings Drawings of Precast Members 2.1.1.2 G

112 03 45 33 02 Shop Drawings Drawings of Precast Prestressed

Concrete Members G

113 03 45 33 03 Product Data Inserts 2.2.7.1 G

114 03 45 33 03 Product Data Bearing Pads 2.2.8 G

115 03 45 33 04 Samples Surface Finish 2.3.10 G

116 03 45 33 05 Design Data Design Calculations 2.1.1.2 G

117 03 45 33 05 Design Data Concrete Mix Design 1.4.3 G

118 03 45 33 06 Test Reports Concrete Mix Design 1.4.3 G

119 03 45 33 06 Test Reports Fly Ash 2.2.1.1 G

120 03 45 33 06 Test Reports Pozzolan 2.2.1.2 G

121 03 45 33 06 Test Reports Ground Granulated Blast-Furnace Slag G

122 03 45 33 06 Test Reports Aggregates 2.2.3 G

123 03 45 33 06 Test Reports Concrete and Aggregate Quality

Control Testing G

124 03 45 33 06 Test Reports Water 2.2.2 G

125 03 45 33 07 Certificates Quality Control Procedures 2.3 G

126 03 45 33 07 Certificates Construction Records 3.12 G

127 03 45 33 07 Certificates Epoxy-Coated Steel Bars G

128 03 45 33 07 Certificates Erector's Post Audit Declaration 1.4.1.3 G

129 03 45 33 11 Closeout Submittals Batch Ticket 1.4.4 G

130 03 45 33 11 Closeout Submittals Recycled Content for Fly Ash and

Pozzolan G

131 03 45 33 11 Closeout Submittals Recycled Content for Ground Iron Blast-

Furnace Slag G

132 03 45 33 11 Closeout Submittals Recycled Content for Silica Fume G

133 05 30 00.01 02 Shop Drawings Cleats 2.1.1 G

134 05 30 00.01 03 Product Data Cleats 2.1.1 G

135 05 30 00.01 03 Product Data Threaded Rods 3.1.1 G

136 05 30 00.01 03 Product Data Plates 2.1.3 G

137 05 30 00.01 03 Product Data Nuts and Washers 2.1.3 G

138 05 30 00.01 03 Product Data Grout 2.1.4 G

139 05 30 00.01 03 Product Data Elastomeric Sealants 2.1.5 G

140 05 30 00.01 03 Product Data Coating System Data Sheets 2.1.6 G

141 05 30 00.01 05 Design Data Design Calculations 2.1.1 G

142 05 30 00.01 05 Design Data Design Calculations 2.1.2 G

143 05 30 00.01 07 Certificates Cleats 2.1.1 G

144 05 30 00.01 07 Certificates Threaded Rods 3.1.1 G

145 05 30 00.01 07 Certificates Plates 2.1.3 G

146 05 30 00.01 07 Certificates Nuts and Washers 2.1.3 G

147 05 30 00.01 07 Certificates Grout 2.1.4 G

SUBMITTAL REGISTER

JOB NAME: Repair Waterfront 100% Design LOCATION: Rockland, Maine

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

148 05 30 00.01 07 Certificates Elastomeric Sealants 2.1.5 G

149 05 50 13 02 Shop Drawings structural steel G

150 06 13 33 02 Shop Drawings timberwork 3.2.1 G

151 06 13 33 06 Test Reports Timber preservative inspection 1.4.2 G

152 06 13 33 06 Test Reports Delivery inspection list 1.4.3 G

153 06 13 33 07 Certificates MSDS and CIS 1.4.1 G

154 06 13 33 07 Certificates Timber Grade and Treatment G

155 07 19 00 03 Product Data Water repellents 2.2 G

156 07 19 00 06 Test Reports Water absorption 1.3.2 G

157 07 19 00 06 Test Reports Water absorption 2.3.1 G

158 07 19 00 06 Test Reports Accelerated weathering 2.3.1 G

159 07 19 00 06 Test Reports Resistance to chloride ion penetration 2.3.1 G

160 07 19 00 06 Test Reports Moisture vapor transmission 1.3.2 G

161 07 19 00 06 Test Reports Moisture vapor transmission 2.3.1 G

162 07 19 00 06 Test Reports Scaling resistance 2.3.1 G

163 07 19 00 06 Test Reports Water Penetration and Leakage 1.3.2 G

164 07 19 00 07 Certificates Manufacturer's qualifications 1.3.1 G

165 07 19 00 07 Certificates Applicator's qualifications 1.3.1 G

166 07 19 00 07 Certificates Evidence of acceptable variation 1.3.3 G

167 07 19 00 07 Certificates Warranty 1.12 G

168 07 19 00 08 Manufacturer’s Instructions Application 3.4 G

169 07 19 00 08 Manufacturer’s Instructions material safety data sheets 1.7.1 G

170 07 92 00 03 Product Data Sealants 2.1 G

171 07 92 00 03 Product Data Primers 2.2 G

172 07 92 00 03 Product Data Bond breakers 2.3 G

173 07 92 00 03 Product Data Backstops 2.4 G

174 07 92 00 07 Certificates Sealant 3.3.6 G

175 09 97 13 05 Design Data Containment System 1.4.3.1 G

176 09 97 13 06 Test Reports Coatings Qualification Test Reports G

177 09 97 13 06 Test Reports Non-metallic Abrasive Qualification

Test Reports

1.4.4.3 G

178 09 97 13 06 Test Reports Metallic Abrasive Qualification Test

Reports

1.4.4.1 G

179 09 97 13 06 Test Reports Coating Sample Test Reports G

180 09 97 13 06 Test Reports Abrasive Sample Test Reports G

181 09 97 13 06 Test Reports Inspection Report Forms 3.7.2.2 G

182 09 97 13 06 Test Reports Daily Inspection Reports 3.7.2.3 G

183 09 97 13 06 Test Reports Recycled Metallic Abrasive Field Test

Reports (Daily and Weekly)

1.4.4.2 G

184 09 97 13 07 Certificates Contract Errors, Omissions, and Other

Discrepancies G

185 09 97 13 07 Certificates Corrective Action Procedures 1.4.1.1 G

SUBMITTAL REGISTER

JOB NAME: Repair Waterfront 100% Design LOCATION: Rockland, Maine

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

186 09 97 13 07 Certificates Implement Corrective Action 1.4.1.2 G

187 09 97 13 07 Certificates Coating Work Plan 1.4.2 G

188 09 97 13 07 Certificates Coating Materials 1.4.5.9 G

189 09 97 13 07 Certificates Non-metallic Abrasive 1.4.5.10 G

190 09 97 13 07 Certificates Metallic Abrasive 1.4.5.11 G

191 09 97 13 07 Certificates Qualifications of Certified Industrial

Hygienist (CIH) G

192 09 97 13 07 Certificates Qualifications Of Individuals Performing

Abrasive Blasting

1.4.5.4 G

193 09 97 13 07 Certificates Qualifications of Certified Protective

Coatings Specialist (PCS)

1.4.5.1 G

194 09 97 13 07 Certificates Qualifications of Individuals Applying

Coatings

1.4.5.5 G

195 09 97 13 07 Certificates Qualifications of Individuals Operating

Plural Component Equipment G

196 09 97 13 07 Certificates Qualifications of Coating Inspection

Company

1.4.5.2 G

197 09 97 13 07 Certificates Qualifications of QC Specialist Coating

Inspector

1.4.5.3 G

198 09 97 13 07 Certificates Qualifications of Testing Laboratory for

Coatings G

199 09 97 13 07 Certificates Qualifications of Testing Laboratory for

Abrasive Media

1.4.5.6 G

200 09 97 13 07 Certificates Qualifications of Coating Contractors 1.4.5.7 G

201 09 97 13 07 Certificates Joint Sealant Materials 1.4.5.8 G

202 09 97 13 07 Certificates Pre-Application Meeting 1.4.7 G

203 09 97 13 08 Manufacturer’s Instructions Joint Sealant Instructions 1.5.1 G

204 09 97 13 08 Manufacturer’s Instructions…