Biorka Island Fuel Cargo Line Specifications 3-14-23.pdf

NDP TECHNICAL SERVICES

Biorka Island Fuel Line Replacement Biorka Island, Alaska

Technical Specifications

March 2023

FOR OFFICAL USE ONLY

Revision 1

PREPARED BY: FAA NAS Defense Programs

PREPARED FOR: Federal Aviation Administration

*****THIS PAGE INTENTIONALLY LEFT BLANK*****

FEDERAL AVIATION ADMINISTRATION BIORKA ISLAND ALASKA

MARCH 2023

TABLE OF CONTENTS 1

TABLE OF CONTENTS

TECHNICAL SPECIFICATIONS

DIVISION 1: GENERAL REQUIREMENTS

Section 01 11 00 Summary Section 01 31 00 Coordination Section 01 32 00 Construction Schedules & Reporting Section 01 33 00 Submittals Section 01 35 26 Government Safety Section 01 35 29 Health Safety Emergency Response Procedures Section 01 45 00 Quality Control Section 01 50 00 Temporary Facilities

Section 01 60 00 Product Requirements Section 01 71 13 Mobilization Section 01 71 23 Field Engineering Section 01 71 33 Protection of Adjacent Construction Section 01 74 00 Cleaning and Waste Management

Section 01 77 00 Closeout Procedures

DIVISION 2: EXISTING CONDITIONS

Section 02 21 13 Site Survey Section 02 40 00 Demolition

DIVISION 3: CONCRETE

Section 03 30 00 Cast-In-Place Concrete Section 03 40 00 Precast Concrete

DIVISION 4: MASONRY

Section 04 22 00 Concrete Unit Masonry

DIVISION 5: METALS

Section 05 14 00 Structural Aluminum Framing

TABLE OF CONTENTS 2

Section 05 50 00 Metal Fabrications

DIVISION 6: WOOD, PLASTICS, AND COMPOSITES

Section 06 13 33 Heavy Timber Pier Construction Section 06 61 00 Deleted

DIVISION 7: THERMAL & MOISTURE PROTECTION

Section 07 53 23 Deleted

DIVISION 9: FINISHES

Section 09 96 26 Marine Coatings Section 09 97 13.30 Above Grade Pipeline Coatings

DIVISION 13: SPECIAL CONSTRUCTION

Section 13 47 13 Cathodic Protection Section 13 47 13.13 Cathodic Protection for Underground and Submerged Piping

DIVISION 14: CONVEYING EQUIPMENT

Section 14 35 00 Boom Crane

DIVISION 26: ELECTRICAL

Section 26 05 00 Basic Electrical Materials and Methods Section 26 05 19 Conductors and Cables Section 26 05 26 Grounding and Bonding Section 26 05 33 Raceways and Boxes Section 26 22 00 Dry-Type Transformers Section 26 24 16 Panelboards Section 26 27 26 Wiring Devices Section 26 47 60 Circuit Breakers Section 26 56 00 Exterior Lighting

DIVISION 31: EARTHWORK

Section 31 20 00 Earth Moving Section 31 41 16 Deleted Section 31 62 16 Deleted

TABLE OF CONTENTS 3

Section 31 68 15 Ground Anchors

DIVISION 33: UTILITIES

Section 33 05 10 Fuel System General Provisions Section 33 52 43.13 Liquid Hydrocarbon Piping Service Section 33 52 43.13 Class 300FB Tables Section 33 52 43.13 Class 150FA Tables Section 33 52 43.13 Branch Tables Section 33 52 43.13 Bolting Tables Section 335243.17 Valves Liquid Hydrocarbon Section 335243.17 Valve Spec Sheets

DIVISION 35: WATERWAY AND MARINE CONSTRUCTION

Section 35 51 10 Deleted Section 35 59 13 Deleted

APPENDIX – A

Submittal Approval Form Submittal Register Form Request for Information (RFI) Form

*****END OF SECTION*****

TABLE OF CONTENTS 4

DRAWING INDEX 1

REFERENCE DRAWING INDEX

SHEET

TITLE

BKA-D-MAREQ-G001

COVER SHEET

BKA-D-MAREQ-G002 DRAWING INDEX

BKA-D-MAREQ-G003 GENERAL NOTES

BKA-D-MAREQ-G004 GENERAL NOTES (CONTINUED)

BKA-D-MAREQ-G005 GENERAL NOTES (CONTINUED)

BKA-D-MAREQ-G006 ABBREVIATIONS

BKA-D-MAREQ-G007 SURVEY CONTROL

BKA-D-MAREQ-S001 SITE PLAN

BKA-D-MAREQ-S002 PIER PLAN

BKA-D-MAREQ-S003 STEEL FRAMING PLAN

BKA-D-MAREQ-S004 PILE TABLES

BKA-D-MAREQ-S005 PIER & TRESTLE SECTIONS

BKA-D-MAREQ-S006 TRESTLE SECTIONS

BKA-D-MAREQ-S025 ABUTMENT DETAILS & SECTIONS

BKA-D-MAREQ-S032 UTILITY SUPPORT DETAILS

BKA-D-MAREQ-E001 GENERAL NOTES & LEGEND

BKA-D-MAREQ-E002 ELECTRICAL OVERAL SITE PLAN

BKA-D-MAREQ-E003 ELECTRICAL SITE PLAN

BKA-D-MAREQ-E004 SINGLE LINE DIAGRAM

BKA-D-MAREQ-E005 TRENCH & HANDHOLE DETAILS

BKA-D-MAREQ-E006 UPLANDS LIGHT POLE DETAILS

BKA-D-MAREQ-E007 LUMINAIRE SCHEDULE

BKA-D-MAREQ-E008 FUEL LINE TRANSITION PULLBOX MOUNTING DETAIL

BKA-D-MAREQ-E009 FUEL LINE & ABUTMENT PULLBOX MOUNTING DETAILS

BKA-D-MAREQ-E010 TRESTLE SECTION

BKA-D-MAREQ-E017 TRESTLE & PILE SUPPORTED DOCK CONDUIT & PULLBOX DETAILS

BKA-D-ELD-G001 POWER AND FOTS DUCT COVER SHEET

BKA-D-ELD-G002 POWER AND FOTS DRAWING INDEX SHEET

BKA-D-ELD-C001 POWER PLANT / FUEL STORAGE FACILITY SITE PLAN

BKA-D-ELD-C002 BOLLARD DETAIL AND CONCRETE NOTES

BKA-D-ELD-E008 POWER AND FOTS DUCT ROUTING PLAN SECTION A

BKA-D-ELD-E015 POWER PLANT AND CREW QUARTERS SITE PLAN

DRAWING INDEX 2

BKA-D-ELD-E019 ELECTRICAL NOTES, SYMBOLS, AND ABBREVIATIONS

BKA-D-ELD-E020 ELECTRICAL ONE LINE DIAGRAM

BKA-D-ELD-E021 EQUIPMENT, FUSE, AND FEEDER SCHEDULES

BKA-D-ELD-E025 DISCONNECT RACK LAYOUT AND PANEL SCHEDULE

BKA-D-ELD-E026 DISCONNECT RACK AND GROUNDING PLAN

BKA-D-ELD-E027 FACILITY ELECTRICAL SERVICE ELEVATIONS

BKA-D-ELD-E028 DUCTBANK DETAILS

BKA-D-ELD-E029 TRANSFORMER, MV SWITCH, AND PULL BOX GROUNDING PLANS AND

DETAILS

BKA-D-ELD-E030 EQUIPMENT BOX PAD DETAILS

BKA-D-ELD-E031 PULL BOX DETAIL

BKA-D-ELD-E032 PULL BOX AND BOX PAD INSTALLATION DETAILS AND DUCTBANK

GROUNDING DETAIL

********************** THE FOLLOWING ARE A MIXTURE OF DRAWING PHOTOGRAPHS (P) AND

DRAWINGS.

ALD-BKA-630.002P POWER PLANT FUEL STORAGE FACILITY SITE PLAN

ALD-BKA-630.003P FUEL STORAGE TANKS PLOT PLAN AND ELEVATION

ALD-BKA-631.001P FUEL STORAGE TANKS GRADING AND DRAINAGE PLAN

ALD-BKA-633.001P FUEL PIPELINE ALIGNMENT SHEET PLAN AND PROFILE

ALD-BKA-633.002P ON SITE PIPING (SOUTH) PLAN AND SECTIONS

ALD-BKA-633.003P ON SITE PIPING (NORTH) PLAN AND SECTIONS

ALD-BKA-633.004P FUEL TANK DETAILS PIPING SECTION AND DETAILS

ALD-BKA-633.002 ON SITE PIPING (SOUTH) PLAN AND SECTIONS

ALD-BKA-633.004 FUEL TANK DETAILS PIPING SECTION AND DETAILS

DRAWING INDEX 3

DRAWING INDEX 4

DRAWING INDEX 5

SUMMARY

SECTION 01 11 00 1

SECTION 01 11 00

PART 1 GENERAL

1.1 SECTION INCLUDES

A. These Specifications, together with the referenced specifications, standards, and drawings specified in the Contract Documents, cover the Subcontract requirements of the Subcontractor and Federal Aviation Administration (FAA) for the Work to be performed.

1.2 RELATED SECTIONS

A. Drawings and General Conditions of the Contract, Division 1 through Division 34

Specification Sections, and any attachments to this Subcontract apply to this Section and to the Subcontractor’s performance of the Work.

1.3 DEFINITIONS, ACRONYMS, ABBREVIATIONS, AND REFERENCES

GFE/GFP: Government Furnished Equipment/Property.

NTP: Notice to Proceed.

Project Manager (PM): Refers to the FAA’s representative as identified in the documents to monitor the performance of the Subcontract and progress of construction, and to identify, advise of, and assist in resolving any discrepancies that may arise during the course of construction. The PM or his/her RE acts as the on-site “eyes and ears” of the FAA, as well as the liaison for coordination of the Work.

Provide: The word “provide” as it appears in Subcontract specifications and drawings means, “furnish and install”.

Quality: Conformance to the requirements established by the contract specifications and drawings.

Record Documents: Drawings, Specifications, Addenda, Change Orders and other Modifications; also approved Shop Drawings, Product Data, Samples, and similar submittals required to be provided by the Subcontractor.

Record Drawings: Drawing’s submitted by the Subcontractor to show the construction of a particular structure or Work as actually completed under the Subcontract.

Request for Information (RFI): The method used by the Contractor and Subcontractor to document and transmit field generated technical issues relating to design and construction of the Project.

SECTION 01 11 00 2

Resident Engineer (RE): Parsons Representative identified and assigned to monitor the performance of the Subcontract and progress of construction on site.

Risk Management Plan (RMP): Comprehensive plan that identifies, and mitigates risk associated with Safety, Security, and Quality.

Schedule of Values: The method used by the Contractor and Subcontractor to allocate values to various portions of the Work that, when approved by the Contractor, provides the basis for Subcontractor’s application for payment.

Shop Drawings: Specific drawings, schedules, diagrams, and other data prepared for this Subcontract by the Subcontractor, their lower tier Subcontractors, manufacturers, suppliers, or distributors, to illustrate a portion of the Work.

Submittal: A submittal is a Subcontractor's or manufacturer's drawing, brochure, sample, certificate, warranty, or other material which provides detail for construction and quality control of the permanent Work and includes deliverables such as schedules, product cut sheets, Work procedures, or product samples that are required under the terms of the Subcontract.

Test Plan: A detailed step-by-step procedure for testing major equipment and systems.

Test Results: Documentation of specified quality assurance test results.

1.4 SUMMARY OF WORK

A. General:

1. This project includes all work associated with the replacement of the Biorka Island Fuel Pipeline and Dock electrical feeder located at Biorka Island, Sitka Alaska. Biorka Island is located 12.5 nautical miles southwest of Sitka Alaska near the south entrance to Sitka Sound. The project site is located on the southwest shore of Symonds Bay on the north end of the island.

Biorka Island is primarily occupied by FAA and contract personnel monitoring, maintaining and constructing various communication and radar facilities. The existing dock serves as the primary access point for Biorka Island facilities.

B. Major Items of Work:

1. Removal of the existing fuel pipeline.

2. Furnishing and Installing:

a. New fuel pipeline

b. Relocation of existing 480/277VAC feeder

SECTION 01 11 00 3

C. Work to be performed by FAA:

1. JAI new fuel line.

1.5 RISK MANAGEMENT PLAN (RMP)

A. Subcontractor must develop and submit a RMP for approval within 5 days from

Subcontract Award. RMP template to be provided after award. Construction must not commence until the RMP has been approved by the Risk Specialist. The Subcontractor must comply with all safety, health, and emergency response provisions of this Subcontract.

1.6 PROJECT SCHEDULE

A. Subcontractor must develop and submit to the Contractor a preliminary

Construction Progress Schedule (Schedule) and preliminary Schedule of Values for approval within 5 days from Subcontract award. The Subcontractor’s approved Schedule of Values and Schedule are conditions for payment. The Subcontractor’s Schedule must comply with the requirements of Section 01 32 00, Construction Schedules and Reports. The Subcontractor at a minimum must provide the following information with the Schedule:

1. Time of Performance

2. Number of Calendar Days

3. Work Schedule / Work Hours

1.7 PRE-CONSTRUCTION MEETING

A. The Subcontract Administrator (SA) will schedule a pre-construction meeting after

Notice of Award. Required attendance includes Subcontractor, Subcontractor’s Superintendent, and major lower tier Subcontractors. An agenda will be provided but must include at a minimum the review of the RMP, Schedule, and Schedule of Values. The Subcontractor must submit other items identified in Section G.3 Progress payments or Payment Procedures at the Pre- Construction Conference for review at the meeting. Acknowledgements of all the reviews made at the session will be noted in the meeting minutes.

1.8 ACCESS REQUIREMENTS

SECTION 01 11 00 4

A. General Access and Use. Access to the Worksite must be with approval of the RE. Access to the Worksite will be thoroughly discussed prior to the start of actual construction.

B. Access to certain locations for the project may be restricted due to facility operations. Subcontractor may be required at various times to yield to facility operations that may require use of the Site. Upon receiving such a notice, Subcontractor must vacate the subject area. Unless otherwise indicated, Subcontractor will have complete and exclusive use of the premises within the construction staging area limits for the execution of the Work.

1.9 SUBCONTRACTOR AND GOVERNMENT FURNISHED PROPERTY

A. These Specifications identify labor, materials, plant and equipment to perform the

Work. All material not specifically indicated as furnished by Contractor must be furnished by Subcontractor.

B. Government Furnished Equipment/Government Furnished Property provided by the Contractor: The Subcontractor will be accountable for all GFE/GFP or equipment/property acquired under this Subcontract. The Subcontractor must not accept any GFE/GFP without documentation signed by both the Contractor and Subcontractor indicating actual items and quantities received/transferred.

GFE/GFP furnished but not installed will be returned to the Contractor with documentation signed by both the Contractor and Subcontractor indicating actual items and quantities received/transferred. The Subcontractor must adequately control, preserve, protect and maintain all GFE/GFP and Subcontractor acquired property.

1.10 COMPLIANCE WITH LOCAL AND OTHER CODES

A. The Subcontractor will be responsible for coordination of all work at the Worksite, and for obtaining local permits. The Subcontractor must obtain and comply with any necessary licenses/permits that comply with applicable Federal, State, and Municipal regulations in connection with the scope of the work. The Contractor will not be required to pay any amount for any action taken by a state or political subdivision. The following certifications will be required and submitted:

1. Welding

2. Electrical

3. Equipment and Crane Operators

1.11 FAA RIGHT OF ACCESS

A. The FAA reserves the right to enter the premises during the term of the

Subcontract for quality assurance work inspections and/or maintenance of existing navigational and communication facilities.

1.12 SITE INSPECTION

SECTION 01 11 00 5

A. After NTP and prior to initiating Work, Subcontractor and RE must conduct joint inspections of the jobsite to determine the existing conditions and note any existing damage or defects. Existing damage or defects will be used as the basis for determination of damages caused by the Subcontractor's operations.

1.13 SITE DAMAGE

A. Subcontractor will be responsible for the cost of any repair caused by

Subcontractor’s operations or the operations of its lower tier Subcontractors. All damage to the existing Site including, but not limited to, existing utilities and cables, facilities, equipment, buildings, and vegetation must be repaired. All such repairs must match the original finish and must be made utilizing materials, equal to or greater than the original materials, as approved by RE. All repairs must be made with no additional cost to Contractor.

PART 2 PRODUCTS [NOT USED]

PART 3 EXECUTION

3.1 SPECIAL SCHEDULING REQUIREMENTS

A. Protect existing facilities and equipment from physical or electrical damage as a result of accidental or incidental negligence, such as, but not limited to, disruption of standby power to the facility or equipment.

B. All preparatory work must be completed by the Subcontractor prior to shutdown/cutover to minimize downtime. The requested time and date of shutdown and cutover must be approved by the RE a minimum of two working days in advance of the requested shutdown or cutover. FAA personnel will perform the actual shutdown/cutover of systems that affect operations.

C. In the event any services are interrupted, restore services with a full crew available to restore such services on a 24-hour basis, including Work during holidays and weekends, at no additional cost to Contractor or delay in the Schedule.

D. Request any utility interruptions in writing five (5) days before the scheduled interruption, unless otherwise specified. RE review is required before interruption.

In this notification, the Subcontractor must certify that all equipment, materials, and personnel necessary to conduct such testing will be available on the scheduled date and that the systems have been pre-checked by personnel and are ready for performance and acceptance testing.

E. Subcontractor must also confirm that all operations and maintenance manuals have been submitted and approved. No performance and acceptance testing will be permitted until the operations and maintenance manuals have been approved.

F. At the option of Contractor, Contractor and FAA personnel will travel to the site to witness testing. If the testing must be postponed or canceled for whatever reason not the fault of the Contractor, the Subcontractor must provide Contractor

SECTION 01 11 00 6

not less than three (3) days advance notice (notice may be facsimile) of this postponement or cancellation.

G. Coordinate all required outages with Contractor through the RE. The Subcontractor must determine quantity and duration of outages required to complete the Work. The Subcontractor may have to schedule work and outages at a time when air traffic is at a minimum. This could mean late night or early morning hours.

H. Do not interrupt services outside of permitted, scheduled outage periods.

3.2 INSPECTION OF WORK

A. Contractor retains the right to inspect all Work on the project, but has no obligation to do so. Contractor’s inspections and tests are for the sole benefit of the Contractor and do not:

1. Relieve the Subcontractor or its lower tier Subcontractors of the responsibility to provide adequate quality control measures.

2. Relieve the Subcontractor or its lower tier Subcontractors of the responsibility for damage to or loss of material before acceptance.

3. Constitute or imply acceptance.

B. The presence or absence of the RE does not relieve the Subcontractor or its lower tier Subcontractors from any Subcontract requirement, nor is the RE authorized to change any requirement of the Subcontract.

3.3 SUBMITTALS

A. Subcontractor must submit document, data, and/or material submittals in accordance with Section 01 33 00, Submittals, and/or as specified elsewhere in the Technical Specifications.

3.4 CONTRACT CLOSEOUT

A. The Subcontractor is responsible for Subcontract closeout in accordance with

Section 01 77 00, Closeout Procedures.

3.5 PROJECT SPECIFIC WORK PLANS

A. Required Work Plans. The Subcontractor shall be required to submit written work plans in accordance with the submittal requirements set out in Section 01 33 00, Submittals, Division 1, General Requirements, for critical items of work set out in this Section, in the Technical Specifications, or elsewhere in the Contract Documents. Work associated with the required work plans shall not commence until approval has been provided.

B. Work Plan -- Underground Utility Damage Prevention. The Subcontractor is responsible for complying with all OSHA regulations related to underground utility damage prevention. The Subcontractor shall take all reasonable steps necessary to make certain that all active, abandoned, or unknown utilities are

SECTION 01 11 00 7

identified. Such steps are to include the utilization of an individual or firm acceptable to the Contractor and knowledgeable in Subsurface Utility Engineering (SUE) techniques, and competent to perform utility designation in conformance with the National Utility Locating Contractors Association (NULCA) Standard 101 for Professions Competence Standards for Locating Technicians or other written standard acceptable to the Contractor.

1. Preparation:

a. All existing underground utilities depicted on the drawings, (which include but are not limited to: power, control, and communications cables; telephone, water and sewer lines; and other utilities) are shown in their approximate locations only. Other utility lines may exist but not be depicted. It is the Subcontractor’s responsibility to ensure that locations of all underground FAA, public, and/or private utilities are established prior to work in the area.

b. The Subcontractor shall at its expense satisfactorily repair and/or pay the cost of repair for all damages to underground utilities that result from the Subcontractor’s or its lower tier Subcontractors’ operations during the period of the Subcontract. The Subcontractor is responsible for completing any required repair work to any underground utility that is damaged by its workers, equipment, work, or Subcontractors immediately, and with equal material approved by the RE.

c. If the Subcontractor damages a cable that has been previously located, then the Subcontractor shall be required to repair the cable and, at its expense, install either a pull box or manhole depending on the type and/or size of the cable. The RE will determine whether a pull box or manhole is required. All costs related to the repair of the damaged cable shall be the responsibility of the Subcontractor.

d. Do not interrupt existing utilities serving facilities occupied by the Government or others except when permitted in writing by the RE and then only after acceptable temporary utility services have been provided. Provide a minimum 48-hours’ notice to the RE. Do not proceed with the interruption of any utility without written notice from the RE.

e. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations.

f. Protect subgrade and foundation soils against freezing temperatures or frost. Provide protective insulating materials as necessary. Protect subgrade and foundation soils from softening and damage by rain or water accumulation.

g. Provide erosion control measures to prevent erosion or displacement of soils and discharge of soil- bearing water runoff or airborne dust to adjacent properties and walkways

SECTION 01 11 00 8

2. Pre-excavation Requirements for Underground Utility Installations:

a. Prior to any excavation, the Subcontractor shall layout in the field the centerline of all proposed utilities. In addition, the Subcontractor shall white line (by white spray paint or other means acceptable to the RE) the limits of construction including the area(s) to be excavated. The Subcontractor shall also identify the proposed placement of grounding rods and cathodic protection.

b. The Subcontractor shall identify the location of existing underground utilities on as-built drawings, including any unknown or abandoned utility found during construction. The Subcontractor shall ensure that all FAA officials, FAA technicians, other utility owners/operators and any One-Call System performing utility designation/location services designate/mark existing utilities within the construction limits as well as the entire path of excavation, including five feet to either side of proposed utilities. The Subcontractor shall be solely responsible for notifying relevant utility owners/operators and One-Call System sufficiently in advance to ensure that delays to construction does not occur.

c. After completion of the utility designation described above, the Subcontractor shall hire a professional Subsurface Utility Engineering (SUE) or utility designation/locating company, to designate and sweep the entire excavation area, including five feet to either side of proposed utilities, to confirm the locations of the marked utilities and identify and mark any additional unidentified utilities that may be within the limits of excavation.

d. The Subcontractor, in accordance with Section 01 31 00, Coordination, shall notify the RE of the preferred date and time for a pre-work meeting for all excavation work. The RE will coordinate the pre-work meeting with utility owners, FAA, the Subcontractor, and others as applicable to walk the excavation area and review applicable documentation. The Subcontractor shall arrange to have its excavator and SUE (or designation firm) at the pre-work meeting.

The Subcontractor shall provide a written excavation work plan that includes a contingency plan to restore to service all utilities including cables that may be placed out of service or damaged during performance of the work. The work plan at a minimum must include:

i. A list of qualified Subcontractors such as plumber, electrician, fiber optical cable splicer, and others as applicable for emergency repair purposes.

ii. The Subcontractor shall coordinate with the RE to request an Emergency Procedures Plan from the facility manager.

This plan will outline special procedures during emergencies, disasters, accidents and injuries. The Subcontractor shall review the Emergency Procedures Plan with all its personnel prior to construction and every quarter thereafter.

SECTION 01 11 00 9

iii. The Subcontractor shall investigate and provide a list of sketches/drawings to all disconnects to electrical circuits, jet fuel lines, natural gas, and main water sources that feed the services in the project area and its vicinity. All disconnects and shut-off valves shall be noted with special notation and procedures if required by the utility owners/operators.

iv. Name of the SUE or utility designation firm including training and experience of the technician who will be performing the utility designation as well as equipment that will be used for sweeping the area to be excavated.

v. Name of the excavator including training and experience of the equipment operator who will be doing the work.

e. Subcontractor shall expose all utilities that it will be crossing through non-destructive mechanical excavation methods such as vacuum excavation or similar mechanical method(s) approved by the RE (“potholing”) or by hand digging. When a cable is located, the Subcontractor shall hand- excavate a trench five (5) feet each side of the exposed cable to verify that another cable is not adjacent to the exposed cable. All critical or high priority facilities must be exposed by potholing or hand digging every 100 feet (or less if on a curve) if the Subcontractor is working on or parallel to a critical or high priority utility. All exposed utilities must be properly supported and protected during construction.

f. Subcontractor shall continuously maintain utilities, facilities and/or systems that are or may be affected by work associated with the project. The Subcontractor shall provide the RE with written reports on any cable cuts in accordance with Subsection 3.2 C. below.

g. If the Subcontractor does not find an underground utility that was previously marked, the excavation shall be stopped, the RE shall be notified, and the Subcontractor shall contact the appropriate owner/operator of the utility or make contact with the appropriate owner/operator, using the One-Call System when warranted.

h. Every attempt shall be made to preserve the location markings during excavation. Location markings that are no longer visible shall be refreshed by calling the one-call system and/or the utility owners/operators for remarking.

i. All existing utilities that have been exposed during exploratory potholing or excavation must be supported to prevent stretching, kinking, or damage to the existing utility.

3. Excavation:

a. Preserve, protect and maintain existing operable drains, sewers, and electrical ducts during grading, excavating and backfilling operations. Keep excavations dry. Locations indicated for existing utility facilities are approximate. Pipes or other manmade

SECTION 01 11 00 10

obstructions, in addition to those indicated, may be encountered.

Movement of construction machinery and equipment over pipes and utilities during construction shall be at the Subcontractor’s risk.

Perform all work adjacent to non-Government utilities as indicated in accordance with procedures outlined by utility owner. Excavation made with power driven equipment is not permitted within five feet of any known existing utility. Start hand excavation on each side of the indicated obstruction and continue until the obstruction is uncovered. Support uncovered lines until approval for backfill is granted by the RE. No excavated material shall be disposed of in such a manner as to obstruct the flow of any stream, endanger a partly finished structure, impair the efficiency or appearance of any structure, or be detrimental to the completed work in any way.

b. An observer, acceptable to the RE, shall be present to assist the equipment operator when operating equipment around known underground facilities and utilities. Adhere to the following during excavation:

i. All mechanized excavation shall start with 6 to 10 inches excavation on the surface. The equipment operator shall immediately cease operation and notify the RE if utility warning tapes, sand, or bedding material is uncovered at any time during excavation.

ii. All excavations within 5 feet of any pedestal, closure, riser guard, pole (with riser), meter, or other structure shall be performed by hand digging or other means such as vacuum excavating.

iii. If the Subcontractor discovers damage, causes damage, or even contacts an existing underground utility, the owner/operator of that utility, and RE shall be notified immediately. The Subcontractor shall be responsible for making necessary repair and/or replacement in accordance with this section and the terms and conditions of the Subcontract.

iv. If there is a critical or high priority utility line in the dig area, make arrangements for the utility owner/operator to be on the job site during the excavation. If the utility owner/operator refuses to be present, document this response by appending it to the request form.

v. Only those Subcontractor employees qualified by training, licensed or experienced (as appropriate) shall be permitted to operate machinery, tools or equipment.

c. The Subcontractor and RE shall coordinate on a daily basis with the excavator and the excavating work crew regarding the work to be performed that day with an emphasis on the excavation work plan and anticipated utility crossings.

SECTION 01 11 00 11

C. Work Plan - - Crane Work.

1. Notify the Resident Engineer and the FAA, at least 48 hours prior to the arrival of any crane at the work site.

2. On the day of arrival of the crane at the work site, and every day the crane is at the work site thereafter, notify the Resident Engineer of its presence and location.

3. The following information for each crane must be given to the Resident Engineer:

• Boom or Lead Height

• Weight

4. Crane must be grounded.

5. Crane must have an up-to-date Certificate of Insurance.

6. Crane operator must have an up-to-date Operator License.

7. Crane must have appropriate flags and lights on top.

D. Work Plan -- Fall Protection. 100% Fall Protection. Whenever activities are to be performed 6 feet or higher above a lower level by Subcontractor or lower-tier subcontract personnel, the Subcontractor shall:

1. Include a detailed Fall Protection Plan as part of the Safety and Health Plan submittal. The Fall Protection Plan shall identify specific situations where fall protection is required by all subcontract and lower-tier subcontract personnel who will be engaged in activities at elevations of 6 feet or higher, identify the fall protection system and associated components to be used, and explain the specific methods and procedures to be followed to assure 100% fall protection.

2. 100% fall protection means that the employee is protected 100% of the time by an approved fall protection system regardless of activity. 100% of the time an employee is engaged in activities at elevations of 6 feet or higher; the employee must be protected - without exception.

3. Guardrail Systems when used as the means of fall protection on the job shall comply with 29 CFR 1926.502(b). Additionally, these systems shall:

a. Be provided on every open-sided floor or platform 4 feet or more above adjacent floor or ground level on all open sides, except where there is an entrance to a ramp, stairway, or fixed ladder.

b. Consist of a top rail, intermediate rail, and posts, and shall have a vertical height of 42 inches nominal from upper surface of top rail to floor, platform, runway, or ramp level. When used mid- rails shall be half the distance between the top rail and to floor, platform, runway, or ramp level.

c. Be capable of withstanding, without failure, a force of at least 200 pounds applied within 2 inches of the top edge of the top rail, in any outward or downward direction, at any point along the top edge.

d. Be capable of withstanding, without failure, a force of at least 150

SECTION 01 11 00 12

pounds applied to the mid-rail, in any outward or downward direction.

e. Use toe boards or screens when objects could fall to a lower level.

4. Safety Net Systems when used as the means of fall protection on the job site shall comply with 29 CFR 1926.502 (c). Additionally, these systems shall:

a. Be installed as close as practicable under the walking/working surface on which employees are working, but in no case more than 30 feet below such level.

b. Extend outward from the outermost projection of the work surface as follows:

Vertical distance from working level to horizontal plane of net:

Minimum required horizontal distance of outer edge of net from the edge of the moving surface:

Up to 5 Feet More than 5 Feet up to 10 Feet More than 10 Feet

8 Feet 10 Feet 13 Feet

c. Be capable of absorbing an impact force equal to that produced by the required drop test. The drop-tested shall be performed at the job site after initial installation and before being used as a fall protection system, whenever relocated, after major repair, and at 6-month intervals if left in one place. The drop-test shall consist of a 400-pound bag of sand 30 ± inches in diameter dropped into the net from the highest walking/working surface at which employees are exposed to fall hazards, but not from less than 42 inches above that level.

d. Be installed with sufficient clearance under them to prevent contact with the surface or structures below when subjected to an impact force equal to the required drop test.

e. Be inspected at least once a week for wear, damage, and other deterioration. Defective nets and components shall be removed from service.

f. Be inspected daily, at the beginning and end of each shift, and all materials, scrap pieces, equipment, and tools which have fallen into the safety net must be removed as soon as possible from the net.

g. Be inspected after any occurrence that could affect the integrity of the safety net system. Defective nets and components must be removed from service.

5. Personal Fall Arrest Systems when used as the means of fall protection on the job site shall comply with 29 CFR1926.502 (d). The Subcontractor

SECTION 01 11 00 13

shall identify, in writing, an observer to be present on the ground at all times when personnel are engaged in activities requiring the use of these systems. (This person shall have certification by training and experience as a competent person in fall protection and shall not have any other duties that will encumber the observing duties.) Additionally, these systems shall:

a. Utilize full body harnesses (which meet ANSI AI0.14-1991) to distribute the fall arrest forces as defined in 29 CFR 1926.500(b).

Body belts shall not be used.

b. Utilize shock absorbing lanyards or retractable lifelines with locking type snap hooks to prevent “roll-out.”

c. Limit the free fall distance, as defined in 29 CFR 1926.502(d) (16) (iii), to less than six feet and minimize associated swing hazards.

d. Ensure anchor points meet the 5,000-lb. strength requirements outlined in 29 CFR 1926.502(d) (15).

e. Ensure that all fall protection systems and components are inspected prior to each use and continue to be inspected by a competent person in accordance to the requirements set forth in 29 CFR 1926.502(d)(21). The Subcontractor shall maintain records of inspection at the job site for review by Parsons personnel and/or regulatory agencies.

6. Positioning Device Systems must comply with 29 CFR 1926.502(e). The Subcontractor shall identify, in writing, an observer to be present on the ground at all times when personnel are engaged in activities requiring the use of these systems. (This person shall have certification by training and experience as a competent person in fall protection and shall not have any other duties that will encumber the observing duties.) Additionally, these systems shall:

a. Utilize full body harnesses (which meet ANSI Al0. 14-1991). Body belts shall not be used.

b. Utilize positioning lanyards with locking type snap hooks to prevent "roll-out."

c. Limit the free fall distance, as defined in 29 CFR 1926.502(e) (l), to less than two feet.

d. Ensure anchor points meet the 3,000-lb. strength requirements outlined in 29 CFR 1926.502(e) (2).

e. Ensure that all positioning device systems and components are inspected prior to each use and continue to be inspected by a competent person in accordance to the requirements set forth in 29 CFR 1926.502(e)(9). The Subcontractor shall maintain records of inspection at the job site for review by Parsons Personnel and/or regulatory agencies.

7. Warning Lines and Controlled Access Zones when used as means of fall protection must comply with the requirements of 29 CFR I 926.502(f & g).

Additionally, use of warning lines and controlled access zones must

SECTION 01 11 00 14

require the designation of a competent person to perform as a safety monitor. The competent person shall be on the same working level as employees, be able to readily observe and communicate orally with employees on the working level, and not have any other duties that will encumber the safety monitoring duties.

8. Fall Protection training shall be provided as described in 29 CFR 1926.503(a) and 29 CFR l926.2l(b)(2), be conducted by a competent person according to 29 CFR 1926.503(a)(2), and be current within 12 months of issuance of the Notice to Proceed.

9. A training certification record showing the names of employees trained, the date(s) of the training, training topics, and the signature of the trainer in accordance with 29 CFR l926.503 (b & c) shall be submitted to Parsons.

10. A Notice to Proceed will not be issued until written evidence is received by Parsons showing compliance with the fall protection training requirement.

All Subcontractor employees will be required to have, on file with Parsons, their training records before they will be permitted on the job site. Delays and related costs associated with the Subcontractor's failure to comply shall be the sole responsibility of the Subcontractor.

E. Required Forms to be Submitted. The following forms must be completed and submitted to the Subcontract Administrator at least five (5) working days prior to the Pre-Construction Conference:

1. Subcontractor Site Specific Safety Plan.

2. Hazard Assessment of the work site (including identification of hazards, protective measures required, and written certification).

3. Training documentation (records and certifications) for all Subcontractor and lower-tier Subcontractor personnel engaged in work at the site.

4. Competent person training documentation where required by 29 CFR 1910 and 29 CFR 1926 such as for fall protection, excavations over four feet deep, crane and rigging operations, working in confined spaces, lockout/tagout of energy sources and equipment, and working with live electricity.

5. Additional training records may be required on a case-by-case basis.

SECTION 01 11 00 15

COORDINATION

SECTION 01 31 00 1

SECTION 01 31 00

A. This section specifies requirements for requests for information as well as special and regularly scheduled progress meetings.

A. General Conditions; Section 01 11 00, Summary; Section 01 32 00, Construction

Schedules and Reports; and Section 01 33 00, Submittals.

1.3 REQUEST FOR INFORMATION (RFI) PROCEDURES

A. Use Contractor’s RFI Form. Contractor will provide sample forms at the Pre-

Construction Meeting. Accurately complete the form for any RFI and submit two copies of the RFI to the Project Manager (PM), and one copy to the Subcontract Administrator (SA).

B. RFIs identifying a technical question relating to the design or construction of the project shall be submitted to the Resident Engineer (RE) for disposition by the PM.

Copies of the RFI are to be provided to the PM and SA in accordance with subparagraph 1.3.A. Attach drawings, sketches, and other clarifying documents along with recommended resolution if known. PM will respond and transmit Contractor’s response to the RFI to the Subcontractor with copies to the RE and

SA.

C. If Subcontractor determines that Contractor’s response to the RFI may impose a cost or a schedule impact on the Work, Subcontractor must inform the PM in writing with copies to the RE and SA within (3) working days from receipt. Subcontractor is not to proceed with any Work that incurs additional cost or time on the basis of an RFI. If no cost or schedule impact notification is received from Subcontractor within specified time, Subcontractor will be deemed to have accepted Contractor’s response and responsibility for Work described therein.

D. Subcontractor must maintain its own RFI log. The RFI number must be prefixed by Contractor assigned number followed by a dash followed by a sequential number starting at 001.

1.4 WEEKLY PROGRESS MEETINGS

A. Meetings with Subcontractor shall be held weekly with date, time and location to be specified by RE. The purpose of these meetings will be to conduct a joint review, review the quality of the on-going Work, and agree on project progress and subsequent submittals of updated and actual progress schedules.

SECTION 01 31 00 2

1.5 PRE-INSTALLATION/PRE-WORK MEETINGS

A. When required in individual specification sections, convene a pre-installation meeting at Worksite before starting work requiring a written work plan. The purpose of the meeting will be to review the Subcontractor’s work plan, determine acceptability of the Subcontractor’s work plan, and provide authorization to proceed with the Work if the work plan is acceptable. Require attendance of parties directly affecting, or affected by, work of the specific section and RE. Notify the RE and PM a minimum of two (2) days prior to the meeting.

PART 3 EXECUTION [NOT USED]

SECTION 01 31 00 3

CONSTRUCTION SCHEDULES & REPORTS

SECTION 01 32 00 1

SECTION 01 32 00

CONSTRUCTION SCHEDULES AND REPORTS

A. This section specifies requirements for scheduling and monthly progress reporting.

A. Section 01 11 00, Summary; Section 01 31 00, Coordination; and Section 01 33

00, Submittals.

1.3 GENERAL REQUIREMENTS FOR CONSTRUCTION SCHEDULE

A. On a monthly basis Subcontractor must submit three copies of the updated

Schedule to the Project Manager (PM). After all Subcontract Work items are complete, and as a condition of final payment, Subcontractor must submit three copies of an "As-built Contract Schedule" in same format as the Schedule showing actual start and finish dates for all Work activities and milestones, based on the accepted monthly updates.

B. Update the Schedule bi-weekly and provide copy to the PM and Resident Engineer (RE). Schedule updates must be the product of joint review meetings between the Subcontractor and RE. Enter actual progress on Schedule as agreed upon by the Contractor. If in the opinion of the Contractor the Subcontractor falls behind the approved Schedule, the Subcontractor must take steps necessary to improve its progress without additional cost to the Contractor.

1.4 MONTHLY PROGRESS REPORTING

A. Monthly Schedule updates shall be the product of joint review meetings between the Subcontractor, the RE, and major active subcontractors. The joint review must focus on actual progress for the preceding month, planned progress for the upcoming month supported by a Subcontractor prepared 2-Week Look-ahead Schedule if required by the PM, impact to Schedule due to change notices issued, adverse weather, and any effected changes to the construction Schedule. The agreed upon progress and changes shall be incorporated in the Schedule update to be submitted. The update must always represent the actual history of accomplishment of all activities.

B. The monthly Schedule update shall form the basis for the Subcontractor's progress payments. The progress payment for an activity must be based on its agreed upon percentage of completion. On unit priced subcontracts, the approval of the Subcontractor's monthly requisition is contingent on the submittal of a satisfactory monthly Schedule update; however, the basis of payment will be

SECTION 01 32 00 2

the actual measurement of Contractor accepted in place units of Work.

SECTION 01 32 00 3

SUBMITTALS

SECTION 01 33 00 1

SECTION 01 33 00

A. Submittal procedures for all Subcontractor Submittals including but not limited to administrative Submittals, shop drawings and product data, samples, quality control, construction permits, manufacturer's instructions, construction photographs, and contract close-out Submittals.

1.2 DEFINITIONS

A. Work-related Submittals of this Section are categorized for convenience as follows:

B. Product Data: Product Data include standard printed information on materials, products and systems not specially prepared for the Work, other than designation of selections from among available choices printed therein.

C. Shop Drawings: Shop Drawings include specially prepared technical data for the Work, including drawings, diagrams, performance curves, data sheets, schedules, templates, patterns, reports, calculations, instructions, measurements and similar information not in standard printed form for general application to other contracts.

D. Samples: Samples include both fabricated and unfabricated physical examples of materials, products and units of Work; both as complete units and as smaller portions of units of Work; either for limited visual inspection or (where indicated) for more detailed testing and analysis.

E. Quality Control: Quality Control Submittals include certificates of compliance, qualifications to perform work, successful testing, field samples, test reports, inspections and other documentation to substantiate the quality of work.

F. Miscellaneous Submittals: Miscellaneous Submittals related directly to the Work (non- administrative) include construction permits, warranties, maintenance agreements, workmanship bonds, project photographs, survey data and reports, physical Work records, copies of industry standards, records, drawings, field measurement data, operation and maintenance materials, overrun stock; and similar information, devices and materials applicable to the Work and not processed as Product Data, Shop Drawings, Samples, or Quality Control Submittals.

1.3 GENERAL SUBMITTAL PROCEDURES

A. Shop drawings, product data, samples and similar Submittals are not Contract

Documents. The purpose of their Submittal is to demonstrate for those portions of the Work for which Submittals are required the way the Subcontractor

SECTION 01 33 00 2

proposes to conform to the information given and the design concept expressed in the Contract Documents.

B. The Subcontractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the Government's Representative's approval of shop drawings, product data, samples, or similar Submittals unless the Subcontractor has specifically informed the Government's Representative in writing of such deviation at the time of Submittal and the Government's Representative has given written approval to the specific deviation. The Subcontractor shall not be relieved of responsibility for errors or omissions in shop drawings, product data, samples or similar Submittals by the Government's Representative's approval thereof.

C. The Subcontractor shall perform no portion of the Work requiring Submittal and review of shop drawings, product data, samples or similar Submittals until the respective Submittal has been approved by the Government's Representative.

Such work shall be in accordance with approved Submittals.

D. Direct inquiries regarding procedure, purpose, or extent of Submittal to the Project Manager (PM) or Resident Engineer (RE).

E. Required Submittals are specified herein. Additional Submittals may be established during the pre-construction conference.

F. At any time, the Government may authorize changes to procedures and requirements for Submittals, as necessary to accomplish specific purpose of each Submittal. Such authorization will be by Field Order or Request for Information.

G. The Subcontractor shall schedule and make submissions in accordance with requirements of individual Specification sections and in such sequence as to cause no delay in Work or in work of other Subcontractors.

H. Identify variations from the Contract Documents and Product or system limitations that may be detrimental to successful performance of the completed Work.

I. Identification of Submittals:

1. All Submittals shall be transmitted with a pre-printed letter of transmittal form (attached) or other form approved by the Government's Representative, dated and signed, with the job title and Sections(s) of the Specification requiring the Submittal clearly indicated.

2. By signing the Submittal, the Subcontractor shall certify that review, verification of products required, field dimensions and coordination of information is in accordance with the Work as specified in the Contract Documents.

3. Number each transmittal as in the following example: 027000-01-02

a. "027000" indicates Specification section reference.

b. "01" indicates Submittal number or reference paragraph for the particular Specification section.

c. "02" indicates number of times the particular Submittal has been submitted (i.e., revisions).

SECTION 01 33 00 3

J. Show date of submission and dates of previous submissions.

K. Submit only information pertaining to one Specification section on each transmittal form.

L. Show Project title and Government's contract identification and contract number.

M. Show names of Subcontractor, Subcontractor or Supplier, and manufacturer as appropriate.

N. Schedule Submittals to expedite the project and deliver to Government.

O. Coordinate submission of related items.

P. Incomplete Submittal Submissions:

1. At PM’s sole discretion, PM will either (a) return the entire Submittal for Subcontractor's revision/correction and resubmission, or (b) retain portions of the Submittal and request submission/resubmission of specified items or as noted thereon.

2. Submittals which do not clearly bear Subcontractor's specific written indication of…