AM-0002 APSI Fuels Specifications.pdf

APSI Fuel Distribution & Upgrade 20AF0002 Yokota Air Base, Japan

SECTION 01 11 00.00 10

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 DEFINITIONS

The term "Government" refers to "United States Government" whenever the term "Government" appears in this Contract, unless otherwise indicated within the Contract.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only . Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Initial Site Conditions Photos Key Personnel Qualifications; G

SD-07 Certificates

Monthly Progress Photos;

SD-11 Closeout Submittals

Construction Completion Photos;

1.4 ACCEPTABLE ALTERNATIVES JAPANESE STANDARDS

Attachment 01 11 00.00 10-A provides a listing of "Acceptable Alternative Japanese Standards" which are considered acceptable (authorized by the contract) alternatives to the US standards within the Contract specifications. Other portions of the specifications also authorize the

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W912HV-21-R-0001 (AM-0002)

use of specified acceptable alternative Japanese standards. The use of products not meeting the applicable US standards of the Contract or alternative Japanese standards specifically authorized by the Contract is prohibited unless authorized by the Contracting Officer. Japanese standards not identified in these specifications as being acceptable alternatives to US standards may be submitted to the Contracting Officer for consideration as acceptable alternatives after award using the variation request process set forth in Section 01 33 00 SUBMITTAL PROCEDURES. Prior to the use of such proposed additional alternative Japanese standards, written approval by the Contracting Officer is required. Incorporation of methods, materials, and equipment that that will promote cost-effective and timely maintenance, and that are otherwise authorized by the contract, is highly encouraged.

1.5 GOVERNMENT FURNISHED CONTRACTOR INSTALLED ITEMS

Attachment 01 11 00.00 10-B "Government Furnished Property" provides the items that shall be Government Furnished, Contractor Installed (GFCI).

1.6 MANDATORY U.S. TESTED PRODUCTS

The following items shall meet U.S. testing methods (e.g. UL listed, FM approved, ASTM, etc.) and shall be labeled as required. These items shall not be substituted with Japanese testing methods (e.g. JIS, JASS, etc.)

for certification:

a. Fire suppression systems, including valves, alarm valves, sprinklers (pipes and fittings of Japanese manufacturer may meet the function requirements). Fire suppression systems includes wet chemical, dry chemical, mist, deluge, pre-acion, foam, and clean agent, in addition to standard sprinkler systems.

b. Fire pumps, including motors, controllers, drives, and valves.

c. Fire alarm and mass notification systems, including panels, initiating devices, notification appliances, smoke alarms (conductors and conduits of Japanese manufacturer may meet the functional requirements).

d. Engineering technician requirements for development of fire suppression systems and alarm system shop drawings, calculations, and material submittals.

e. Fire doors, smoke doors, and frames.

f. Fire dampers and smoke dampers.

g. Interior finishes with flame spread and smoke development ratings required for installation of rated assemblies.

h. Insulation with flame spread and smoke development ratings.

i. Fire proofing and fire stopping materials.

j. Plenum rated cables.

k. Domestic water supply piping in the building and plumbing fixtures that directly dispense potable drinking water (NSF stamped and/or labeled). Japanese plumbing fixtures that do not directly dispense

SECTION 01 11 00.00 10 Page 2 potable drinking water are allowed, such as urinals and water closets.

1.7 KEY PERSONNEL QUALIFICATIONS

The Contractor's Project Key personnel shall not be assigned duties to any other Contracts (excluding the project manager) without approval from the Contracting Officer. The Project Manager, Project Superintendent, CQC System Manager, and Site Safety Health Officer shall all be separate persons. Within five (5) working days after receipt of the Notice to Proceed, the Contractor shall submit in writing to the Contracting Officer an organizational chart, the qualifications and background history of the proposed Key Personnel for approval. The Contracting Officer shall have the explicit right to determine acceptability (or rejection) of the proposed individuals. In addition, the Contractor shall be responsible to replace said individuals upon notification by the Government should performance become inadequate during the Contract period. Key Personnel shall attend the Preconstruction conference.

1.7.1 Project Manager

The Project Manager shall have a minimum of three (3) years experience as a Project Manager on construction projects similar in size and scope to this Contract. The Project Manager shall maintain oversight of Contract proposals prepared by the Contractor staff and be authorized to negotiate Contract terms and sign Contract documents on behalf of the Contractor.

The project manager does not need to be present on the site daily, but shall attend weekly progress meetings and be available on site within 24 hours upon request.

1.7.2 Project Superintendent (Supervisor)

The Project Superintendent shall be on the work site when on-site work is being performed and shall be available to the Contracting Officer or his representatives upon request. The Project Superintendent shall have overall responsibility for all operations at the job site and be authorized to make decisions, negotiate Contract terms and sign Contract documents on behalf of the Contractor. The Project Superintendent shall have a minimum of five (5) years experience as a superintendent on construction projects similar in size and scope to this Contract, and have at least one the following qualifications:

a. U.S. Registered Structural Engineer or U.S. Registered Architect or 1 Kyu Kenchikushi (1st Class Qualified Architect).

b. U.S. Registered Civil Engineer or 1 Kyu Doboku Sekou Kanrigishi (1st Class Civil Engineering Works Management Engineer).

c. U.S. Registered Mechanical or Electrical Engineer or 1 Kyu Kankouji Sekou Kanrigishi (1st Class Building Mechanical and Electrical Engineer).

d. U.S. Registered Electrical Engineer or 1 Kyu Denkikouji Sekou Kanrigishi (1st Class Electric Construction Management Engineer).

1.7.3 English Speaking Representative (Interpreter)

At all times during the Contract period the Contractor shall have an

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j2ee9gsg Line employee capable of fluent bilingual speech in the Japanese and English languages at the job site. The bilingual interpreter shall have the capability to receive and issue concise and technical explanation and instructions between the Government representative(s) and Contractor supervisory personnel concerning all aspects of Contract administration and construction. Within fifteen (15) days after notice of Contract award, the Contractor shall submit in writing to the Contracting Officer's Representative the qualifications and background history of the proposed interpreter for approval. The Contracting Officer's Representative shall have the explicit right to determine acceptability or rejection of the proposed individual. In addition, the Contractor shall be responsible to replace said individual upon notification by the Government should performance become inadequate during the Contract period. The interpreter shall attend the preconstruction conference.

1.7.4 Contractor Quality Control

1.7.4.1 Contractor Quality Control System Manager (CQCSM)

The CQC System Manager is required to be a graduate of an accredited college with an engineering, architecture, or construction management degree, with a minimum of 5 years construction experience on construction of similar size and scope to this Contract. Refer to Section 01 45 00.00 10 QUALITY CONTROL, Paragraph "CQC System Manager" for additional requirements.

1.7.4.2 Contractor Quality Control Personnel

The following Contractor Quality Control (CQC) Personnel are required:Civil, Mechanical, Electrical, Structural, Architectural.

See Section 01 45 00.00 10 QUALITY CONTROL for qualification requirements for CQC personnel. These individuals or specialized technical companies may be employed by the prime contractor or a subcontractor on this project. These individuals shall have no other duties other than quality control. A single person cannot cover more than one area.

1.7.5 Site Safety and Health Officer (SSHO)

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

1.8 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This paragraph specifies the procedure for determination of time extensions for unusually severe weather in accordance with the Contract clause entitled "DEFAULT (FIXED-PRICE CONSTRUCTION)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the Contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

b. The listing below defines the monthly anticipated adverse weather days

SECTION 01 11 00.00 10 Page 4 for the Contract period and is based upon 20th Weather Squadron (MAC), U.S. Air Force; Iwakuni U.S. Marine Corps Air Station, Weather Service; Sasebo Naval Pacific Meteorology and Oceanography Detachment;

JASDF (Japan Air Self Defense Force), or similar data for the geographic location of the project. (More specific information may be obtained as specified under Special Contract Requirements Clause entitled "Physical Data.")

MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

WORK DAYS BASED ON (5) DAY WORK WEEK

Kanto Plain

JAN 1

FEB 3

MAR 6

APR 6

MAY 4

JUN 9

JUL 6

AUG 6

SEP 7

OCT 5

NOV 4

DEC 1

The above schedule of anticipated adverse weather days shall constitute the base line for monthly (or portion thereof) weather time evaluations.

c. Upon acknowledgment of the Notice-to-Proceed (NTP) and continuing throughout the Contract, the Contractor shall record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

d. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b), above, the Contracting Officer shall convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract clause entitled "DEFAULT

(FIXED PRICE CONSTRUCTION)".

e. For all work under this Contract, adverse weather is defined as:

(1) Rainfall - Number of occurrences of precipitation greater than or equal to 0.10 inches (2.54mm).

(2) Snowfall - Number of occurrences of precipitation greater than or equal to 1.00 inches (25.4mm). (Not applicable to Okinawa Area)

(3) Cold Temperature - Number of occurrences when daily maximum temperature does not exceed the monthly mean low temperature or 32 degrees Fahrenheit (0 degrees Celsius), whichever is lower. (Not applicable to Okinawa Area)

SECTION 01 11 00.00 10 Page 5

(4) Concurrence between snowfall and cold temperature is 80 percent, i.e. 80 percent of the time snow falls, the temperature is "cold".

(5) Wind - Number of occurrences when the wind is gusting 30 knots (56 kilometers/hour) or greater.

f. The Contractor's schedule must reflect the above anticipated adverse weather delays on all weather-dependent activities.

1.9 PERMITS AND RESPONSIBILITIES

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any laws, codes, and regulations (including the requirements of material, prefectural, and local Government of Japan, and associated military installation) applicable to the performance of work.

The Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor's fault or negligence.

These damages shall be repaired or replaced by the Contractor at no cost to the Government. The Contractor shall take proper safety and health precautions to protect all work and workers.

Submit a schedule of planned road closures to the Contracting Officer with the initial project schedule. Notification of specific road closures shall be in writing to the Contracting Officer not less than thirty (30) calendar days in advance of the intended closure. The road closure request shall include the planned traffic control measures as well as the general information about the closure. All road closures shall be coordinated with base officials and are subject to base requirements. No road closure shall be permitted until the Contractor receives written approval from the Contracting Officer. Full road closures is generally not permitted (at least one way traffic shall always be provided).

1.9.1 Temporary Construction Waiver

Prior to starting work, the contractor shall work with the Contracting Officer for providing all documents necessary for approval of a temporary construction waiver. A temporary construction waiver is required when one or more elements of a construction project (equipment, facilities, personnel,etc.) violates criteria in UFC 3-260-01. The contractor shall fill out an FAA Form 7460-1 Notice of Proposed Construction or Alteration and/or other documents required by Yokota Air Base. Temporary construction waivers must be approved before construction activities begin. The Installation Commander is the approval authority for construction waivers.

At a minimum, the temporary construction waiver package shall include the following information (also available for reference in UFC 3-260-01, Appendix B). Coordinate with the Contracting Officer for specific base requirements, questions, processing times, routing needed for approval.

1. Criteria to be waived. Reference publication, paragraph, and page number of the specific criteria to be waived.

2. Alternatives Courses of Action (COA) Describe any alternatives courses of actions that were consideratd when developing the solution proposal and why they were not acceptable for meeting the purpose and need of the proposal /action.

SECTION 01 11 00.00 10 Page 6

3. Rationale/Justification of Selected COA. Explain the rationale for the selected COA and why the approving official should accept the risks associated with the proposal.

4. Risk Assessment. Complete the AF Form 4437 Deliberate Risk Assessment Worksheet. Utilize a cross functional team to complete the risk assessment. Contributing organizations may include civil engineering, safety, airfield operations and others as appropriate.

The risk analysis should include a detailed explanation of the methodology used, data considered, and rationale for determining the risk.

5. Graphics. Pictures, diagrams, and charts must clearly illustrate condition, distances, imaginary surfaces, clear zones, etc.

6. Federal Aviation Administration (FAA) Notification. Include if required per Title 14, Code of Federal Regulations (CFR), Part 77.

7. Proof of Coordination. The waiver preparer documents installation coordination from the appropriate stakeholders, for example: Safety, Operations Support, Maintenance, terminal instrument procedures (TERPS),Security Forces, Communications, Civil Engineering (and any other organizations that the installation feels should coordinate on the waiver request) before requesting approval from the installation commander.

1.10 SPECIAL CONTRACT REQUIREMENTS

1.10.1 Meetings

a. Post Award Orientation. A post award orientation (often referred to as a Preconstruction Conference) per FAR 42.503 shall be held. The chairperson shall be the Contracting Officer or his/her designee. The chairperson shall be responsible for providing minutes of the meeting.

b. Weekly Progress Meetings. A weekly progress meeting shall be conducted, with the day, time, and location to be determined at the Preconstruction Conference. The Contractor's Project Manager, Superintendent, Interpreter, and Quality Control Manager shall attend. Representatives from the Government may include, but are not limited to, Director of Public Works/Facilities Engineering personnel, Project's Resident Office personnel, and Project Manager. The Contractor shall be prepared to discuss work completed during the previous week, work currently in progress, and work forecasted for the following week, as well as the status of any construction issues and open action items. Provide the meeting agenda for review 24 hours prior to the meeting, take notes during the meeting, and provide electronic copies of the meeting minutes in English within 24 hours of the progress meeting for review.

c. Red Zone Meeting. A Red Zone meeting shall be conducted for Contracts with a value in excess of 55,000,000 JPY or those deemed sufficiently complex by the Contracting Officer to warrant one. The purpose of the Red Zone meeting is to discuss closeout requirements for the contract and to establish a timeline to get those items completed (see Section 01 78 00 CLOSEOUT SUBMITTALS for typical closeout requirements). The meeting is a good time for the Contractor to gain approval on format for items such as Operations and Maintenance manuals, the equipment-in-place list, the warranty plan, and any other items. The

SECTION 01 11 00.00 10 Page 7

Initital Red Zone is typically scheduled when project reached 75 percent completion milestone. Provide the meeting agenda for review 24 hours prior to the meeting, take notes during the meeting, and provide electronic copies of the meeting minutes in English within 24 hours of the Red Zone meeting.

d. Safety and Quality Control Meetings. Safety and quality control meetings shall be held as needed and determined by the Contractor.

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and Section 01 45 00.00 10 USACE QUALITY CONTROL for specific requirements.

e. Construction Waste Management Meetings. See Section 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT for requirements.

1.10.2 Site Access

Japan Rail Freight Company (JRFC), upon coordination with the prime contractor, shall have access to the site for personnel, equipment, and vehicles as necessary to inspect work in progress and maintain "existing to remain" rail lines.

1.11 PROGRESS AND COMPLETION PHOTOGRAPHS

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600 by 1200 by 24 bit true color 300 DPI minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project and 20 digital photographs at completion of project.

Submit the Initial Site Conditions Photos, Monthly Progress Photos, and Construction Completion Photos. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.12 BASE REGULATIONS

The Contractor and Subcontractor(s) shall become familiar with and obey all base regulations, including fire, traffic, safety, and security regulations. All Contractors shall keep within the limits of the work (and avenues of ingress and egress), and shall not enter any restricted areas unless required to do so and are cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.12.1 Request for Contractor's Employee Passes and Vehicle Passes

No employee or representative of the Contractor shall be admitted to the work site without a Contracting Officer's furnished authorized admittance. Prior to the start of on-site work, submit applications for base passes to the Contracting Officer for key employees (project manager, site supervisor, interpreter, etc.) for long term DBIDS passes. The Contractor, with assistance from the Resident Office, is responsible for securing sufficient passes for other workers, including subcontractor's employees and vehicles, required to access the base for the project duration. Additional personnel data shall also be furnished.

SECTION 01 11 00.00 10 Page 8

Provide all information required for background checks to meet base access requirements to be accomplished by Base Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. The Government reserves the right to make changes to the Contractor security requirements or processes due to a change in the Force Protection Condition (FPCON).

Upon completion of this Contract, return all employee and vehicle passes to the base, and obtain a certification of receipt. Final payment shall be withheld until all passes have been returned.

1.12.2 No Smoking Policy

Smoking is prohibited on installations except in designated smoking areas. This applies to existing buildings, buildings under construction, and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer shall identify designated smoking areas.

1.12.3 Munitions and Explosives of Concern (MEC)

Munitions and Explosives of Concern (MEC): Unexploded Ordnance (UXO), Material Presenting a Potential Explosive Hazard (MPPEH), Chemical Agents (CA), or Discarded Military Munitions (DMM) on jobsites shall be treated as extremely dangerous and must be reported immediately. Follow the 3Rs:

RECOGNIZE, RETREAT, and REPORT. In the event MEC are discovered or uncovered, immediately stop work in that area and immediately inform the Contracting Officer's Representative. Contractor shall provide dispatch and Contracting Officer's Representative with specific location of the item. Contractor personnel shall stop work in the immediate vicinity of the discovery and maintain a minimum distance of 300 meters from the item.

Contractor shall maintain flexibility in redirecting personnel and work effort in the event that items possessing an explosive hazard are discovered and construction personnel are excluded from areas during the destruction/removal process.

1.13 ORDER OF WORK

1.13.1 Schedule

Schedule all work to cause the least amount of interference with activity operations. Permission to interrupt any activity, roads, or utility services shall be requested in writing a minimum of 30 calendar days prior to the desired date of interruption. Interruptions of activities, roads, and utility services shall be allowed only when they will not cause interference with the operations of the activity. The Contractor shall remove and dispose off Government property all Contractor generated debris at the end of each shift, or more frequently if required, to keep the space usable. Upon award of this Contract, the Contractor shall begin and complete all required work; ready for use and including cleanup, within the time period specified on this Contract. All work scheduled in occupied areas shall be accomplished in such a manner as to cause the least possible inconvenience to the occupants.

1.13.2 Working Hours

Normal Working Hours and Days are Monday through Friday, 0800 hours

SECTION 01 11 00.00 10 Page 9 through 1700 hours.Saturday work is allowed on this contract and does not require additional approvals. Notify the Contracting Officer at least three days in advance when scheduling Saturday work.

1.13.3 Noise and Vibration

Noise greater than 70 decibels and vibration producing work in occupied buildings shall be conducted outside core school/business hours (0700 - 1430) unless written permission is given by the Contracting Officer.

1.13.4 Work Outside of Regular Hours

If the Contractor desires to carry on work outside the regular hours, on Sundays, or holidays, a written application shall be submitted to the Contracting Officer or his representative for approval. The Contractor shall allow three working days notice to enable satisfactory arrangements to be made by the Government for inspecting the work in progress. If work is to be accomplished after daylight hours, the Contractor shall illuminate the area in a manner approved by the Contracting Officer or their representative and in accordance with EM 385-1-1 . Unless directed by a Contracting Officer, work accomplished outside regular working hours shall be at no additional cost to the Government.

1.14 FIRE PREVENTION DURING CONSTRUCTION

1.14.1 General

Comply with all pertinent fire prevention provisions of the US Army Corps of Engineers Manual EM 385-1-1 , NFPA 241 and shall follow the Installation fire regulations. Prior to commencement of welding or other hot work operations, obtain approval from the Installation Fire Chief.

1.14.2 Supply

No more than one day's supply of paint, paint materials, or compounds shall be allowed within the area of the building, and shall be removed from the job site after each working day. No gasoline or similar low flash point flammable liquid shall be allowed within the building area.

After proper coordination with the Facility's Emergency Services (to confirm the maximum allowable quantities and location of storage), storage of additional product may be authorized.

1.14.3 Fire Extinguishers

Provide, as a minimum, the number, size, and type of fire extinguishers in accordance with the latest NFPA 10 . The Contractor shall comply with the Installation Fire Chief's policies if they are more stringent than NFPA 10 .

Fire extinguishers shall remain the property of the Contractor and shall be removed upon completion of the project.

1.14.4 Housekeeping

Accumulations of combustible material shall be removed from the building area on a daily basis.

1.14.5 Handling of Gasoline

Gasoline shall be stored in industry standard approved safety containers.

Adequate ventilation shall be provided to safely dispose of flammable

SECTION 01 11 00.00 10 Page 10 vapors where flammable liquids are utilized. Gasoline powered equipment shall be refueled a minimum 6 meters away from the building area.

1.14.6 Notification of Fire

Be familiar with methods for notifying the Installation Fire Department.

The Installation's fire poster shall be posted in conspicuous locations and at telephones in construction shacks.

1.15 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

The Contractor shall furnish all materials necessary for performance of the work of this contract unless otherwise specified. Materials procured shall be new and shall meet any specifications and standards listed in these specifications. If no specification for a material needed to perform this contract are stated, the material shall be new, of acceptable industrial grade and quality, equal to or better than the manufacturer's original equipment for equipment being repaired or replaced, and will be compatible with existing materials and systems. All materials provided under this contract shall be free of asbestos, lead in paint, and PCB.

The Contracting Officer reserves the right to request submittal of any material being provided under this contract. The Contracting Officer shall make the final determination of the acceptability of any material used on this contract.

1.16 CORRESPONDENCE

All correspondence addressed to the Government shall be made through serialized letters furnished with one original and two copies. Serialized letters shall begin with the number S-0001 and shall be continuous without a break in numbering. Serialized letters shall include the contract title and number, date, subject, and shall be signed by an authorized representative of the Contractor.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

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01 11 00.00 10 SD-01 Preconstruction Submittals

1.11Initial Site Conditions Photos

1.7 GKey Personnel Qualifications

SD-07 Certificates

1.11Monthly Progress Photos

SD-11 Closeout Submittals

1.11Construction Completion Photos

01 32 01.00 10 SD-01 Preconstruction Submittals

1.3 GProject Scheduler Qualifications

3.4.1 GPreliminary Project Schedule

3.4.2 GInitial Project Schedule

3.6.2 GPeriodic Schedule Update

01 33 00 SD-01 Preconstruction Submittals

1.8 GSubmittal Register

1.8.1 GSubmittal Register Monthly

Update

01 35 26 SD-01 Preconstruction Submittals

1.7 GAccident Prevention Plan (APP)

1.7.2.3 GCritical Lift Plan

SD-06 Test Reports

1.4Monthly Exposure Reports

1.12.2 GAccident Reports

1.12.3LHE Inspection Reports

1.12Notifications And Reports

SD-07 Certificates

1.6.1.4 GCrane Operators/Riggers

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APSI Fuel Distribution & Upgrade

01 35 26 1.8 GActivity Hazard Analysis (AHA)

1.9.1Confined Space Entry Permit

1.9.1Hot Work Permit

1.7.2.2 GStandard Lift Plan

1.12.4Certificate Of Compliance

01 45 00.00 10 SD-01 Preconstruction Submittals

3.2 GContractor Quality Control (CQC)

Plan

SD-06 Test Reports

3.9.2Verification Statement

01 45 35 SD-01 Preconstruction Submittals

3.1.1 GSIOR Letter of Acceptance

3.1.1 GProject Manual

3.1.1 GProject Manual

3.1.1Written Practices

3.1.3Written Practices

3.1.1NDT Procedures and Equipment

Calibration Records

3.1.3NDT Procedures and Equipment

Calibration Records

SD-06 Test Reports

3.1.1Daily Reports

3.1.3Daily Reports

3.1.1Biweekly Reports

3.1.2Biweekly Reports

SD-07 Certificates

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APSI Fuel Distribution & Upgrade

01 45 35 2.1Certificate of Compliance

1.5.10 GSpecial Inspector of Record

1.5 GSpecial Inspector

3.1.1Qualification Records

3.1.3Qualification Records

SD-11 Closeout Submittals

3.1.1 GComprehensive Final Report

3.1.3 GComprehensive Final Report

01 50 00 SD-01 Preconstruction Submittals

1.3 GConstruction Site Plan

3.4.1 GTraffic Control Plan

3.3.2 GTemporary Utility Connections

Plan

01 57 19.01 SD-01 Preconstruction Submittals

1.8.1Preconstruction Survey

1.9.10.1 GSolid Waste Management Permit

1.8.2Regulatory Notifications

1.9 GEnvironmental Protection Plan

1.9.6.2 GDirt and Dust Control Plan

1.8.5 GEmployee Training Records

1.8.4 GEnvironmental Manager

Qualifications

3.15.3 GTemporary Fuel Storage Tank

Approval Request

3.15.5 GUnderground Fuel Storage Tank

Approval Request

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 43 PAGES

APSI Fuel Distribution & Upgrade

01 57 19.01 3.8.1 GWaste Determination

Documentation

1.8.3 GLicenses/Permits/Notifications

1.9.7.1 GStormwater Pollution Prevention

Plan

1.9.7.1 GStormwater Pollution Prevention

Plan

SD-06 Test Reports

3.8.1.1.2Laboratory Analysis

3.2.1Inspection Reports

3.8.2.1 GSolid Waste Management Report

3.7.2Nonhazardous Solid Waste

Diversion Report

1.9.9.2Hazardous Waste Analysis

Report

SD-07 Certificates

1.8.5 GEmployee Training Records

1.9.10.1Solid Waste Management

License

1.7.1Asbestos Certification

1.7.2Lead Certification

3.11 GWritten Assessment Of Friable

Asbestos Disturbance

SD-11 Closeout Submittals

3.8.1 GWaste Determination

Documentation

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APSI Fuel Distribution & Upgrade

01 57 19.01 3.8.3.4 GDisposal Documentation for

Hazardous and Regulated Waste

1.8.5 GAssembled Employee Training

Records

1.9.10.1 GSolid Waste Management Permit

3.8.2.1 GSolid Waste Management Report

3.8.3.1 GHazardous Waste/Debris

Management

1.9.11.2 GFuel Storage Tank

Installation/Removal Report

1.8.2 GRegulatory Notifications

3.8.2.1Sales Documentation

1.11Environmental Records Binder

3.8.2.1Contractor Certification

3.8.2.1Contractor Certification

1.10General Use Permitted

Equipment

01 74 19 SD-01 Preconstruction Submittals

1.6 GWaste Management Plan

SD-11 Closeout Submittals

1.7Records

01 78 00 SD-03 Product Data

1.7.1 GWarranty Management Plan

1.7.5Warranty Tags

3.8Final Cleaning

1.5Spare Parts Data

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APSI Fuel Distribution & Upgrade

01 78 00 SD-08 Manufacturer’s Instructions

1.7.1Instructions

SD-10 Operation and Maintenance

Data

3.7 GOperation and Maintenance

Manuals

SD-11 Closeout Submittals

3.1 GAs-Built Drawings

3.3 GRecord Drawings

1.7.1 GAs-Built Record of Equipment

and Materials

3.6 GAs-Built Record of Equipment

and Materials

3.4 GFinal Approved Shop Drawings

3.5 GConstruction Contract

Specifications

3.9 GInterim DD FORM 1354

3.9 GChecklist for DD FORM 1354

01 78 23 SD-10 Operation and Maintenance

Data

1.4 GO&M Database

3.1.1 GTraining Plan

3.1.3 GTraining Outline

3.1.2 GTraining Content

SD-11 Closeout Submittals

3.1.4 GTraining Video Recording

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APSI Fuel Distribution & Upgrade

01 78 23 3.1.6 GValidation of Training Completion

02 41 00 SD-01 Preconstruction Submittals

1.2.2 GDemolition Plan

1.10Existing Conditions

SD-07 Certificates

1.7 GNotification

02 65 00 SD-01 Preconstruction Submittals

1.4.4 GWork Plan

1.4.4.1 GSite Safety and Health Plan

1.4.4.2 GExcavation and Material Handling

Plan

1.4.4.3 GField Sampling and Laboratory

Testing Plan

1.4.4.4 GTank and Piping Removal And

Disposal Plan

1.4.4.5 GSpill and Discharge Control Plan

1.4.1 GQualifications

1.4.2 GLaboratory Services

3.12.3State Licensed Waste

Transporter

SD-06 Test Reports

3.15Laboratory and Field Testing

Reports

3.2Tank Contents Verification

3.5.2Contaminated Water Disposal

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APSI Fuel Distribution & Upgrade

02 65 00 3.10Soil Examination, Testing, and

Analysis

3.11 GBackfilling

SD-11 Closeout Submittals

3.12.4 GSalvage Rights

3.15Tank Closure Report

02 82 13.00 10 SD-01 Preconstruction Submittals

1.7.1 GAsbestos Hazard Abatement Plan

SD-02 Shop Drawings

1.4 GDetailed Drawings

SD-03 Product Data

3.11.3.1 GAsbestos Waste Shipment

Records

1.1Weight Bills and Delivery Tickets

2.1 GEncapsulants

1.9.1 GRespiratory Protection Program

3.11 GCleanup and Disposal

1.6.1 GQualifications

1.11Training Program

1.8.1Licenses, Permits and

Notifications

3.11.3.2 GAsbestos Management Plan

SD-06 Test Reports

3.9Exposure Assessment and Air

Monitoring

1.7.3Local Exhaust System

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 43 PAGES

APSI Fuel Distribution & Upgrade

02 82 13.00 10 SD-07 Certificates

1.7.3Local Exhaust System

2.1 GEncapsulants

1.9Medical Surveillance

Requirements

02 83 13.00 20 SD-01 Preconstruction Submittals

1.5.2.2 GLead Work Plan

1.5.1.1 GIH/PQP

1.5.1.2 GTraining Certification

1.5.2.8 Glead waste management plan

1.5.2.4 GMedical Examinations

SD-06 Test Reports

1.5.2.3 Gsampling results

1.5.2.3 GOccupational and Environmental

Assessment Data Report

SD-07 Certificates

1.5.1.3 GTesting laboratory

3.5.2.1Hazardous waste treatment, storage, or disposal facility (TSD)

SD-11 Closeout Submittals

3.5.2.1 Ghazardous waste manifest

03 30 00 SD-01 Preconstruction Submittals

1.6.3.1Concrete Curing Plan

1.6.5 GQuality Control Plan

1.6.8 GLaboratory Accreditation

SD-02 Shop Drawings

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 10 OF 43 PAGES

APSI Fuel Distribution & Upgrade

03 30 00 2.1Formwork

1.6.2.1 GReinforcing Steel

SD-03 Product Data

2.1Formwork Materials

2.6Reinforcement

2.6.2Mechanical Reinforcing Bar

Connectors

1.6.3.2Pumping Concrete

1.6.3.3Finishing Plan

SD-05 Design Data

1.6.1.1 GConcrete Mix Design

SD-06 Test Reports

1.6.1.1 GConcrete Mix Design

1.6.4.1Fly Ash

1.6.4.1Pozzolan

1.6.4.2Aggregates

3.13.2.3 GCompressive Strength Tests

3.13.2.5Unit Weight of Structural

Concrete

3.13.2.6Chloride Ion Concentration

3.13.2.4Air Content

3.13.2.1Slump Tests

2.3.2Water

SD-07 Certificates

2.6.1Reinforcing Bars

1.8Welder Qualifications

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 11 OF 43 PAGES

APSI Fuel Distribution & Upgrade

03 30 00 1.6.3.4VOC Content for Form Release

Agents, Curing Compounds, and

Concrete Penetrating Sealers

1.6.3.5Safety Data Sheets

1.6.6.2Field Testing Technician and

Testing Agency

SD-08 Manufacturer’s Instructions

2.4.1Curing Compound

03 45 33 SD-05 Design Data

1.4.3 GConcrete Mix Design

SD-06 Test Reports

1.4.3 GConcrete Mix Design

2.2.1.1Fly Ash

2.2.3Aggregates

2.2.2Water

SD-07 Certificates

2.3Quality Control Procedures

3.10 GConstruction Records

1.4.1.3Erector's Post Audit Declaration

SD-11 Closeout Submittals

1.4.4Batch Ticket

05 12 00 SD-01 Preconstruction Submittals

1.4.1.1 GErection and Erection Bracing

Drawings

SD-02 Shop Drawings

1.4.2 GFabrication Drawings

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 12 OF 43 PAGES

APSI Fuel Distribution & Upgrade

05 12 00 SD-03 Product Data

2.4.1Welding Electrodes and Rods

2.4.2Non-Shrink Grout

2.3.2Tension Control Bolts

SD-06 Test Reports

3.6.1.2Weld Inspection Reports

3.6.2.1Bolt Testing Reports

SD-07 Certificates

1.3MLIT Structural Steel Fabricator

Quality Certification

1.3MLIT Structural Steel Erector

Quality Certification

3.4Welding Procedure Specifications

(WPS)

05 30 00 SD-02 Shop Drawings

1.3.4 GFabrication Drawings

SD-03 Product Data

2.2Accessories

1.3.1Deck Units

2.1.4Galvanizing Repair Paint

1.3.2Welding Equipment

1.3.2Welding Rods and Accessories

SD-05 Design Data

1.3.1 GDeck Units

SD-07 Certificates

1.3.2Welder Qualifications

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APSI Fuel Distribution & Upgrade

05 30 00 1.3.2Welding Procedures

1.3.3.1Wind Storm Resistance

1.3.1Manufacturer's Certificate

09 97 13.15 SD-05 Design Data

1.4.4.1Environmental Control System

SD-06 Test Reports

1.4.5.1Coatings Qualification Inspection

Reports

1.4.5.4 GNon-metallic Abrasive

Qualification Test Reports

1.4.5.2Metallic Abrasive Qualification

Test Reports

3.1.3Coating Sample Test Reports

3.1.4Abrasive Sample Test Reports

3.9.2.2Inspection Report Forms

3.9.2.3Daily Inspection Reports

1.4.5.3Recycled Metallic Abrasive Field

Test Reports (Daily and Weekly)

SD-07 Certificates

1.4.1Contract Errors, Omissions, and

Other Discrepancies

1.4.2.1Corrective Action Procedures

1.4.2.2Implement Corrective Action

1.4.3Coating Work Plan

1.4.6.11Coating Materials

1.4.6.12Non-metallic Abrasive

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 14 OF 43 PAGES

APSI Fuel Distribution & Upgrade

09 97 13.15 1.4.6.13Metallic Abrasive

1.4.6.1Qualifications of Certified

Industrial Hygienist (CIH)

1.4.6.5Qualifications of Individuals

Performing Abrasive Blasting

1.4.6.6Qualifications of Individuals

Applying Coatings

1.4.6.7Qualifications of Individuals

Operating Plural Component

Equipment

1.4.6.2Qualifications of Certified

Protective Coatings Specialist

(PCS)

1.4.6.3Qualifications of Coating

Inspection Company

1.4.6.4Qualifications of QC Specialist

Coating Inspector

1.4.6.8Qualifications of Testing

Laboratory for Coatings

1.4.6.9Qualifications of Testing

Laboratory for Abrasive

1.4.6.10Qualifications of Coating

Contractors

1.4.7Protective Coating Specialist

(PCS)

1.4.8Pre-Application Meeting

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APSI Fuel Distribution & Upgrade

09 97 13.15 SD-08 Manufacturer’s Instructions

1.5.1Coating System Instructions

SD-11 Closeout Submittals

3.6.6 GDisposal of Used Abrasive

3.9.2.4 GInspection Logbook

09 97 13.27 SD-06 Test Reports

1.4.4.1Coatings Qualification Test

Reports

1.4.4.2Metallic Abrasive Qualification

Test Reports

3.1.3Coating Sample Test Reports

3.1.4Abrasive Sample Test Reports

3.8.2.2Inspection Report Forms

3.8.2.3Daily Inspection Reports

1.4.4.3Recycled Metallic Abrasive Field

Test Reports (Daily and Weekly)

SD-07 Certificates

1.4.1Contract Errors, Omissions, and

Other Discrepancies

1.4.2.1Corrective Action Procedures

1.4.3Coating Work Plan

1.4.5.1Qualifications of Certified

Industrial Hygienist (CIH)

1.4.5.5Qualifications Of Individuals

Performing Abrasive Blasting

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 16 OF 43 PAGES

APSI Fuel Distribution & Upgrade

09 97 13.27 1.4.5.2Qualifications of Certified

Protective Coatings Specialist

(PCS)

1.4.5.3Qualifications of Coating

Inspection Company

1.4.5.4Qualifications of QC Specialist

Coating Inspector

1.4.5.6Qualifications of Testing

Laboratory for Coatings

1.4.5.7Qualifications of Testing

Laboratory for Abrasive

1.4.5.8Qualifications of Coating

Contractors

1.4.5.9Coating Materials

1.4.5.10Coating System Component

Compatibility

1.4.5.11Non-metallic Abrasive

1.4.5.12Metallic Abrasive

SD-08 Manufacturer’s Instructions

1.5.1Coating System Instructions

SD-11 Closeout Submittals

3.5.6Disposal of Used Abrasive

3.8.2.4 GInspection Logbook

10 44 16 SD-02 Shop Drawings

GFire Extinguishers

Part 2 GAccessories

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM…