1._6140972_Spec_Grays_Harbor_ATON.pdf

TABLE OF CONTENTS

SECTION TITLE PAGE

DIVISION 01 - GENERAL REQUIREMENTS 1

SECTION 01 10 00 - GENERAL PARAGRAPHS 1

SECTION 01 33 00 - SUBMITTALS 15

SECTION 01 35 29 - SAFETY, HEALTH, AND ENVIRONMENTAL PROTECTION 20

SECTION 01 71 23 – FIELD ENGINEERING 28

DIVISION 02 – EXISTING CONDITIONS 33

02 41 13 – MINOR SITE DEMOLITION 33

DIVISION 05 – METALS 35

SECTION 05 12 00 – STRUCTURAL STEEL 35

SECTION 05 50 00 – METAL FABRICATIONS 39

DIVISION 6 – WOOD AND PLASTICS 44

SECTION 06 71 00 – STRUCTURAL COMPOSITE SHAPES AND PLATES 44

DIVISION 31 - EARTHWORK 45

SECTION 31 62 16 – STEEL PILES 45

APPENDIX A: ATON STRUCTURE LIST 49

APPENDIX B: ATON STRUCTURE PHOTOS AND NOTES 50

APPENDIX C: ATON STRUCTURE CHARTS 51

APPENDIX D: PILE LENGTH CALCULATIONS 52

APPENDIX E: SAMPLE SURVEY REPORT 54

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00 - GENERAL PARAGRAPHS

PART 1 GENERAL

1.01 PROJECT SCOPE:

A. Provide all materials (excluding Government Furnished Material), labor, equipment and transportation required to accomplish work installing, replacing, or removing aid-to-navigation (ATON) structures in Grays Harbor, WA.

Work includes, but is not limited to:

1. Standard ATON Maintenance work which includes removals, replacements, and repairs of damaged ATON structures.

2. ATON structure fabrication.

3. Geodetic surveys conducted by a Professional Land Surveyor.

1.02 CONTRACT SCHEDULE:

A. Grays Harbor Bar Range Rear Light (15545) must be constructed first. This aid must be constructed within 120 days of award. The in-water work window for this ATON is from April 1 – 30, 2018.

B. Remaining structures must be constructed within in-water work window limitations. The in-water work window for the remaining structures is June 15, 2018 – September 30,2018.

C. Base bid items must be completed before option items, unless approved by Contracting Officer.

D. Work must be completed 180 calendar days after award.

The period of performance will be increased by 11 days for each ATON for which Option # 2 is exercised.

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1.03 BASE BID ITEMS:

# Aid Name (Old Name) Existing Structure Action to Existing

Structure New Construction

Grays Harbor Bar Range Rear

Light None None

Rebuild as 4 pile strx with 10' x 10' platform and 7' x 7' tower

Point Chehalis Range Front Light

(two structures)

Two (yes, two) 4 pile steel structures with 7' x 7' towers

Demo Both old structures

Rebuild as 4 pile strx with 10' x 10' platform and 7' x 7' tower

3 Sewage Outfall Line PATON Does not exist yet N/A Single Pile Dayboard

Grays Harbor South Reach Range

A Front Light 3 pile steel structure, with 7' x 7' basket

Demo old structure Rebuild as 3 pile steel structure, with 7' x 7' basket

Grays Harbor North Channel

Light E (was Range C Front Light) 4 pile steel structure with 7' x 7' tower

Demo old structure Rebuild as 3 pile steel structure, with 5' x 5' basket

Grays Harbor North Channel

Light D (was Range D Front Light) 4 pile steel structure with 7' x 7' tower

Demo old structure Rebuild as 3 pile steel structure, with 5' x 5' basket

Grays Harbor North Channel

Range F Front Light 4 pile wood structure with 7' x 7' tower

Demo old structure Rebuild as 3 pile steel structure, with 7' x 7' basket

Grays Harbor North Channel

Range F Rear Light 4 pile steel structure with 7' x 7' tower

Demo old structure Rebuild as 4 pile strx with 10' x 10' platform and 7' x 7' tower

Grays Harbor South Reach Light 20 (was Range AA Front Light)

4 pile steel structure with 7' x 7' tower

Piles and platform must remain, remove

Tower only None

Grays Harbor South Channel

Light 6 (was North Channel Range B Rear Light)

4 pile steel structure with 7' x 7' tower

Piles and platform must remain, remove

Tower only None

Grays Harbor North Channel

Light F (was Range C Rear Light) 4 pile steel structure with 7' x 7' tower

Demo all structure, no rebuild

None

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1.04 OPTION ITEMS:

Aid Name (Old Name) Existing Structure Action to Existing

Structure New Construction

Westhaven South Breakwater

Light 11 Single Pile Steel

Replace 5x5 platform only

Replace 5x5 platform only

Grays Harbor South Reach Light A

(was Range AA Rear Light) 4 pile steel structure with 7' x 7' tower

Demo all structure, no rebuild

None

Grays Harbor North Channel

Light B (was Range B Front Light) 4 pile steel structure with 7' x 7' tower

Demo all structure, no rebuild

None

Grays Harbor North Channel

Light C (was Range D Rear Light) 4 pile steel structure with 7' x 7' tower

Demo all structure, no rebuild

None

Grays Harbor North Channel unmarked range structure (was Range E Rear Light)

4 pile steel structure with 7' x 7' tower

Demo all structure, no rebuild

None

Aberdeen Reach Light (was Cow Point Reach Range J Front Light)

3 pile steel structure, with 7' x 7' basket

Demo all structure, no rebuild

None

Aberdeen Reach Light 1A (was Aberdeen Reach Range L Front

Light)

3 pile steel structure, with 7' x 7' basket

Demo all structure, no rebuild

None

Aberdeen Reach unmarked wood range structure (was Range L

Rear Light)

4 pile wood structure, tower removed

Demo all structure, no rebuild

None

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1.05 CONSTRUCTION COORDINATION:

A. This contract requires coordination between the contractor, the Contracting Officer's Representative (COR), Coast Guard District 13(dpw) office, the Aids-To- Navigation Team (ANT) or Coast Guard Buoy Tender, and representatives of the City of Westport and/or a contractor of their choosing. To ensure that ATON structures are properly installed, repaired, removed, and all mariners publications are updated at the time maintenance occurs, all parties must maintain constant communication before, during, and after the construction phase of each ATON structure. Regular construction schedule updates shall be provided by the contractor as indicated in Section 01 33 00 (Submittals).

B. The Construction Manager (CM), COR, and Point of Contact (POC) information for D13 (dpw), the ANT or Buoy Tender shall be provided to the contractor at the time the Delivery Order is issued.

C. ANT Astoria and ANT Kennewick have limited facility space and lay-down area for construction materials. Delivery, Pick Up, or return locations for materials are:

1. CGD13 (dpw), Seattle, WA 98174 (206-220-7276)

2. Officer in Charge, Aids to Navigation Team, 37573 Highway 30, Astoria, OR 97103 (541-325-3301)

3. CGD13 (dpw) ATON Hardware, USCG Tongue Point Facility Astoria, OR 97103 (503-325-2378)

1.06 ATON STRUCTURE CONSTRUCTION DETAILS: Each ATON structure has amplifying information in Appendix A, Appendix B, and Appendix C. Appendix A is the ATON Structure List, the majority of structure information will be found here.

Appendix B has photographs and any additional notes that were not included in Appendix A. Appendix C is a selection of nautical charts showing the location of all structures in the Grays Harbor area.

A. The sections B, C, and D, below explain all the columns in the Appendix A spreadsheet, which lists the specific details for each structure. Understanding this is critical to understanding the scope of work.

B. Existing and New Construction General Details:

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1) Aid Name (Old Name): Many aids have changed their name since channel realignment in 2015

2) Navigational Chart No: no comment

3) Existing type of structure: 3-pile, 4-pile w/ tower, etc.

4) Action to Existing structure: demo, tower removal, etc.

5) Current Location: Latitude and Longitude

6) Type of Structure to Build: 3-pile, 4-pile w/ tower, etc.

7) Desired Location: Latitude and Longitude

8) Moving Directions for New Structure: Distance and bearing (range info)

9) Pre-survey Required: Range structures require a pre-survey

C. Structural Details (all units are in feet):

10) Focal Plane above MHW: no comment

11) Pile Penetration Below Mudline: 4-pile and 3-pile structures have different requirements

12) Water MLLW Depth:

13) Tidal Range: MLLW plus tidal range equals MHW

14) Out of Water Pile Length: pile length from MLLW to platform

15) 10x10 Platform Height: if the aid is a 4-pile, the 10x10 platform adds an additional 3ft to the height of the structure.

16) Height of sectional tower assemblies: This only refers to the sectional tower assemblies, they are all a multiple of 5 because each assembly is 5ft high. This does not include the platform height or pedestal height which will increase the focal plane.

17) Focal Plane above Supporting Structure: Supporting structure is either the single pipe pile, 3-pile structure, or the sectional tower assembly. The typical lantern assembly raises the focal plane 1ft above its base on the lantern stand. The lantern stand is used on 5x5 platforms, 6140972 Page 6

7x7 platforms, and sectional tower assemblies. The lantern stand is 4ft high, making the focal plane 5ft above all supporting structures.

18) 10x10 Platform height Above MHW: equals 3ft plus out of water pile length.

19) Length of Pipe per Pile: Total length of pile per leg of either a 4-pile or 3-pile structure. This includes pile penetration, MLLW depth, tidal range, and out of water length.

20) Number of Piles per structure: if structure is a 4-pile aid, then four (4) piles are required, similar for 3-pile, and single-pile.

21) Total Pipe Length Needed: equals Length of Pipe multiplied by the Number of Piles.

D. Additional Requirement Details:

22) Orientation of Components (Degrees True): Provides orientation direction for ladders, range/day boards, platform, tower assemblies. This is crucial to understand how the entire ATON structure must be oriented. If the orientation is wrong, it may be necessary to completely remove the entire structure, including pipe piles, and re-construct with the correct orientation.

23) Number of Ladder Sections on Pile: number of 7-foot ladder sections to be installed on pipe piles, refer to ATON-STD-11 for details.

24) Type of LEB: Ladder Extension Bracket (quantity): There are several LEBs that correspond to different structures. Refer to ATON-STD-11 for details. These will be provided as GFM.

25) Installation of Safety Climb Device: refer to ATON-STD-14 for details. This will be provided as GFM.

26) Diving Services Required: Only the Pt. Chehalis and Sewage Outfall Line need diving services. Contractor is required to work with diving services that must be coordinated and provided by the City of Westport.

27) Photographs Required after construction: no comments

28) Post-Survey Required: Range structures require a post-survey

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29) Dayboards: Range board frames, range boards, and dayboards will be provided as GFM. However, the contractor is responsible for installing the correct equipment on the aid.

Refer to ATON-STD-13 for details.

30) GFM to be Provided: Government Furnished Material

1.07 CONTRACT PERFORMANCE TIME:

1. The contractor shall submit a Bar Chart schedule to the KO as per Section 01 33 00 (Submittals).

2. Notify the COR at least 14 calendar days prior to the start of construction to ensure work is coordinated between the contractor and ANT.

3. Notify the ANT POC within 1 hour after the completed removal/repair/replacement of each individual ATON structure.

4. Notify the COR when maintenance construction is ready for final inspection.

5. Proceed between work sites in the most effective sequence by the most efficient route, factoring in local weather and environmental conditions.

1.08 SITE INVESTIGATION: Investigate the site per FAR 52.236- 3 to ascertain the general and local conditions which can affect the work or its cost.

1.07 RECYCLING AND DISPOSAL OF REFUSE: Refuse, excess or

waste materials resulting from construction and demolition operations shall become the property of the contractor and shall be recycled and/or disposed of off Government property. All disposals shall be done in accordance with federal, state, and local laws and regulations.

1.08 SALVAGE AND REUSE OF MATERIALS:

A. All lanterns, batteries, battery boxes, flashers, lantern changers, and solar panels shall be salvaged and returned to the ANT POC.

B. Any platforms, ladders, and steel pile that are determined by the COR to be reusable shall be salvaged and returned to the Coast Guard. These items must be pre-determined by the COR.

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1.09 CONTRACTOR SECURITY REQUIREMENTS: For each affected

Coast Guard facility, the Contractor shall provide a list of all on-site personnel, including sub-contractors (including second and third-tier subcontractors) and suppliers, to the Contracting Officer. The contractor shall update this list when changes occur. Contractor personnel not listed may be denied access to the Coast Guard facility. Contractor personnel are restricted to designated working areas. Any personnel violating this policy may lose access to the Coast Guard facility.

Contractor personnel shall have photo identification at all times while working on Coast Guard facilities.

Contractor and delivery personnel may be required to present personal photo identification to gain access to a Coast Guard installation. If identification does not indicate United States citizenship, Coast Guard Security may require proof of the legal right to work in the United States. Contractor and delivery personnel also may be subjected to an immigration status and outstanding criminal warrants check.

The Real ID Act of 2005 established minimum security standards for license issuance and production and prohibits Federal agencies from accepting, for certain purposes, driver's licenses and identification cards from states not meeting the Act's minimum standards. To this purpose there are five states that are not in compliance with the Act nor have they received an extension to come into compliance with the act. Those states are Maine, Minnesota, Missouri, Montana and Washington State as well as American Samoa. Anyone under this contract, to include subcontractors, who holds a driver's license from any of states without approved licenses and require access to a military facility will be required to provide identification other than a driver's license to gain access. It is the responsibility of the Contractor to ensure that they are in accordance with the Real ID Act and any other requirements for base access. For the states of Washington and Minnesota an enhanced driver's license is acceptable to gain access.

Contractors shall provide the Contracting Officer's Technical Representative with 24 hours of advance notice of every delivery to the site (e.g., concrete, lumber, parts, etc.) and provide the company name, delivery person, and phone number of the firm(s) making deliveries.

All vehicle access to government property requires vehicle registration and proof of liability insurance. Otherwise access to the Coast Guard facility may be denied.

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1.09 NOTIFICATION OF START AND COMPLETION OF WORK: The

Contractor shall notify the Contracting Officer in writing ten (10) working days in advance of the date he intends to commence work, and five (5) working days prior to the date that work will be ready for final inspection.

1.10 SAFETY: During the execution of this contract, the

contractor shall conform to the rules and regulations as set forth by OSHA Safety and Health Standards, 29 CFR Part 1926 - Safety and Health Regulations for Construction and the Washington Industrial Safety and Health Administration (WISHA) regulations. When the standards differ, the more restrictive standard shall apply.

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1.11 DRAWINGS: The work shall conform to the drawings listed

below which form a part of these specifications.

ATON‐STD # Drawing Name

1 1 Single Pipe Pile Beacon Structure

2 1 Single Pipe Pile Range Structure

3 1 3 Pipe Pile Beacon Structure

4 1 3 Pipe Pile Range Structure

5 1 Pedestal Structures & Bases: Elevations

2 Pedestal Structures & Bases: Details

6 1 4 Pipe Pile 10' x 10' Platform: Structural

2 4 Pipe Pile 10' x 10' Platform: Hand Rail

3 4 Pipe Pile 10' x 10' Platform: Detail

7 1 Structure Foundations & Fencing: H‐Pile

2 Structure Foundations & Fencing: Assorted Foundations

3 Structure Foundations & Fencing: 7' x 7' Tower

4 Structure Foundations & Fencing: Tall 7' x 7' Towers

8 1 7' x 7' Tower Structural: Elevation & Platform

2 7' x 7' Tower Structural: Exploded Tower Parts

3 7' x 7' Tower Structural: Exploded Platform Parts

4 7' x 7' Tower Structural: Tower and Ladder Legs

5 7' x 7' Tower Structural: Platform Parts

6 7' x 7' Tower Structural: Tower Parts

7 7' x 7' Tower Structural: Tall Towers

9 1 5' x 5' Platform

10 1 7' x 7' Platform

11 1 Ladder Detail

12 1 Range Board Frames: Pile Structures

2 Range Board Frames: Pile Structures

3 Range Board Frames: Tower Structures

4 Range Board Frames: Tower Structures

13 1 Dayboard Mounting Details

14 1 Safety Climb Installations

15 1 Sub Cable Attachment Details

16 1 Modifications for Shipping

17 1 Collision Tolerant Pile Structure

2 Collision Tolerant Pile Structure

3 Collision Tolerant Pile Structure

4 Collision Tolerant Pile Structure

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1.13 CHARTS: All ATON structures within each Geographic Area

are shown on one or more of the following NOAA/NOS Charts.

Chart Title 18502 Grays Harbor

1.14 COMMUNICATIONS: While on site provide a means for

immediate communication between the contractor’s work platform and the COR, KO, Coast Guard District 13 (dpw), and ANT or Buoy Tender POC.

A. DAILY SUMMARY NOTIFICATION: The contractor shall e-mail the KO and COR a summary of work at the end of each day as per Section 01 33 00 (Submittals).

B. Broadcast Notice To Mariners (BNM): The construction process for ATON changes their published characteristics.

The Coast Guard utilizes the BNM system to properly notify the public of the ATON construction. The contractor shall notify the Coast Guard District 13(dpw) POC upon completion of construction of each structure.

The information included shall be the name and light list number of the structure, the position it was built at in Latitude and Longitude format, and the lighting characteristics being shown (i.e. quick flashing yellow light).

1) D13 (dpw) BNM POC: During daytime hours of 0800-1530 contact (206) 220-7276 or 7280 or email at D13-PF- LNM@uscg.mil. During after hours contact D13 Command Center at (206) 220-7001 or email at D13.CC@uscg.mil.

All reports will be confirmed as received by D13 either by phone or email.

1.15 DEFINITIONS

A. Advertised Characteristics: Those characteristics of the ATON Structure as published in the U.S. Coast Guard Light List for the Pacific Coast and Pacific Islands (COMDTPUB 16502.6) and updated by the Notice to Mariners. COMDTPUB

16502.6 can be found at:

http://www.navcen.uscg.gov/?pageName=lightLists

B. Aid: synonym for ATON, and/or structure.

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C. ATON: Aid-To-Navigation

D. ATON Equipment: Includes dayboards (plywood with retro-reflective material), lanterns, batteries and battery boxes, flashers, lamp changers, solar panels, and sector lights.

E. ATON Structure: Includes piles, platforms, section towers, foundations, ladders and associated brackets & mountings.

F. Beacon Structure: An ATON structure that marks either a navigable channel or a hazard to navigation.

G. Daybeacon: An ATON structure that only has dayboards mounted on it.

H. Dayboard/Rangeboard: A square, rectangle, triangle, or diamond shaped plywood ATON marker with reflective material and a number or letter marking. These markers are mounted to ATON structures for daylight navigation operations.

I. Demobilize: After completing work at the job site return to home facility.

J. Lateral Marking System: The system used to determine the markings on ATON structures.

K. Light (LT): A red, green, or white light mounted on a structure for night time navigation operations and to distinguish each light from other structures.

L. LT Structure: An ATON structure that has dayboards and a light mounted on it.

M. Light List Number (LLNR): The property number assigned to each ATON structure used for navigation purposes.

N. Mobilize: Proceed to the job site from the home facility with the appropriate material and equipment ready to accomplish work.

O. Non-Lateral Aid: An ATON structure marking a situation that is not marking a channel. An example of this is a range marker or an obstruction marker.

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P. Notice To Mariners (NTM): A weekly publication system used by the Coast Guard to publish changes and discrepancies to all ATON.

Q. Range system: A system of two sister ATON structures that are aligned such that naval vessels can maintain a course that keeps them in the center of a channel. This system consists of a tall rear structure and a shorter front structure. Each structure has rectangular range boards that have a center stripe and a directional light mounted on them for identification and navigation.

R. Transit: Proceed to the next job site with the appropriate material and equipment.

1.16 Government Furnished Material (GFM): The Coast Guard will provide certain materials for this contract. These materials will be arranged for pick-up at a pre-determined location. The following is a list of GFM materials:

A. Day/Range Boards: The Coast Guard will provide all day/range boards. The contractor shall furnish all bolts, straps, and other fastenings required to mount the day/range boards to the platform.

B. ATON Platforms: The Coast Guard will provide 5'x5’ and

7'x7' aluminum or steel platforms.

C. Steel Ladder Sections and Brackets: The Coast Guard will provide 7' steel ladder sections and associated brackets for pile structures.

D. Safety Climb Devices: The Coast Guard may provide the cable safety climb devices. The contractor shall install these devices to the structure.

1.17 TEMPORARY BUOYS: In the event of an ATON structure

knockdown, the servicing ANT may have placed a temporary buoy to mark the location. The contractor shall remove the temporary buoy prior to installation of the replacement ATON structure. Upon completion of the work, the contractor shall return the temporary buoy to the ANT.

The quantity and size of each temporary buoy, sinker, and length of mooring must be specified in the Delivery Order.

Typical sinker sizes do not exceed 1000 pounds.

1.18 TEMPORARY LIGHTING: At no point during construction, no

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ATON shall be left unattended beyond daytime hours without the installation of a temporary All-Around (360 degree) Quick-Flashing yellow light. This flashing light is required to reduce the risk of accident or collision at night by making Mariners aware of the obstruction. The contractor shall inform the KO, COR and ATON or Buoy Tender POC whenever an All-Around Quick-Flashing yellow light is installed.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

END OF SECTION

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SECTION 01 33 00 - SUBMITTALS

PART 1 GENERAL

1.01 GENERAL

A. Forward all submittals, to the KO, the COR and the CM by e-mail within 10 calendar days after receiving a Delivery Order, unless indicated otherwise in the submittal register. Submittals shall be accompanied with the USCG furnished material submittal form (MS Word Format).

Submissions shall be presented via e-mail except as specified herein. The contractor shall scan or provide digital photos to the KO and the PM simultaneously. If the digital photo is insufficient to ascertain submittal acceptability, the KO may request a hard copy submittal.

The KO will e-mail approval or disapproval of submittals, within 14 calendar days after receipt.

B. The Construction Manager will review all submittals for compliance with these specifications. Submittals shall have been approved by the KO before any item is delivered to the job site.

C. Approval of submittals, and corrections or comments made during the review, do not relieve the contractor from compliance with the requirements of the plans and specifications.

D. The schedule of submittals listed in the submittal register and in the individual sections are the submittals required for this contract. Unsolicited submittals may be returned to the contractor without review.

1.02 CATALOG CUTS: Catalog cuts shall contain manufacturer's

description, specifications and sketches of the material and equipment provided. The catalog cut shall contain sufficient information which can be used to determine compliance with these specifications.

1.03 ATON CONSTRUCTION RECORD: Maintain a complete and

accurate record of the construction of each structure.

The record shall include the following information:

1) Structure name and Light List Number (LLNR)

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2) Location

3) Pile diameter

4) Method used to drive pile(s)

5) Final elevation of the platform top rail above MLLW

6) Bottom type (i.e.; sand, gravel, shale, etc.)

7) Any unusual pile behavior or circumstances experienced during driving such as re-driving, heaving, weaving, obstructions, and stops

8) If a lens or other feature was encountered during driving

9) Pile tip elevation

10) Depth of water MLLW

11) Type of structure

12) Dimensions of the platform

13) Number of ladder extensions installed

14) Size of the range board bracket(s) (if installed)

15) Height of sectional tower installed (if installed)

16) Number and dimension of dayboards installed

1.04 RECORDS AND REPORTS: Submit one hard copy and one

electronic copy (via e-mail or CD) of the following records to the KO and CM within 15 working days after each ATON structure is installed.

A. ATON Construction Record

B. Pile Driving Records

C. Geodetic Survey (If required by Delivery Order)

D. As-built digital color photographs - Photographs shall be saved on CD-ROM.

1.05 CERTIFICATES OF COMPLIANCE: Certificates of compliance

shall be signed by an authorized officer of the manufacturing company furnishing the material which

6140972 Page 17 states that the material being furnished meets all requirements of these specifications and referenced specifications.

1.06 STATEMENTS OF PROCEDURES: Job-specific detailed

procedure statements for aspects of the project requiring special attention. The statements shall indicate all methods and materials to be used for proper execution of the work. The statements shall also indicate any limiting criteria and scheduling requirements.

1.07 HAZARDOUS MATERIAL IDENTIFICATION: Submit Safety Data

Sheets (SDS) for any materials defined as hazardous under the most current revision of Federal Standard 313. One copy of each SDS shall be submitted to the Contracting Officer's Representative no later than the delivery date of the product. Two copies shall be submitted to the Construction Manager.

1.06 BAR CHART PROGRESS SCHEDULE: Within 15 calendar days

after a Delivery Order is issued, submit a bar chart progress schedule. Work shall not begin until a bar chart schedule has been approved. The bar chart shall show the complete sequence of construction by activity (including acquisition of materials and equipment). The chart shall identify the construction start date, the completion date, all work days through the duration of the project, and the permitted in-water work windows that apply to each region (if applicable). The bar chart shall also identify the cost for the various activities which shall be used as the basis for the contractor's periodic request for payments.

The Coast Guard understands that in-water construction work can be very difficult to predict due to weather and sea state. Thus, the original bar chart submitted will be accepted as the "tentative" construction schedule. The contractor shall submit updated bar chart schedules as weather impedes the construction schedule. At a minimum, the contractor shall submit monthly bar chart schedules after award of delivery order. These monthly schedule updates shall be submitted to the KO and PM via e-mail in Adobe PDF format.

1.07 DAILY SUMMARY NOTIFICATION: The contractor shall e-mail

the KO, CM and COR a summary of work at the end of each day that construction takes place. This e-mail shall include, but is not limited to, a list of all

6140972 Page 18 construction accomplished, materials used, status of the construction barge(s) used, and activities planned for the next day.

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CEU OAKLAND SUBMITTAL REGISTER

PSN:

6140972

CONTRACT NO.:

Grays Harbor Channel ATON Realignment

CONTRACTOR NAME:

Submittal Reference Location

DATE

REQUIRED

DATE

SUBMITTED

ACTION DATE

NO. SPEC SECTION PARA. PG DESCRIPTION OF SUBMITTAL

(Days after D.O.

Received) APPROVED

APPROVED

AS NOTED DISAPPROVED

RESUBMITTAL

APPROVED REVIEWER

01 01 33 00 1.03

ATON CONSTRUCTION

RECORD

30*

02 01 33 00 1.04 PILE DRIVING RECORDS 30*

03 01 33 00 1.04

AS-BUILT DIGITAL COLOR

PHOTOGRAPHS

30*

04 01 33 00 1.06 BAR CHART SCHEDULE 15

06 01 33 00 1.07 SUMMARY OF WORK E-MAIL

SEE

NOTE 1

07 01 35 29 1.02 PERMIT APPLICATIONS 15

08 01 35 29 1.02

COPIES OF ISSUED

PERMITS

30*

09 01 35 29 1.05

BARGE/CRANE INSPECTION

CERTIFICATE(S)

10 01 35 29 1.08A

COPIES OF THE

ACCEPTANCE RECEIPTS

FROM THE DISPOSAL SITE

30*

11 01 35 29 1.08B HW MANIFESTS 30*

12 01 35 29 1.08C HM/HW HANDLING PLAN 20

13 01 35 29 1.08D

ACCIDENT PREVENTION

PLAN

14 01 35 29 1.08E SAFETY DATA SHEETS 15

05 01 35 29 1.08F

BIOLOGICAL MONITER

REPORT (IF REQUIRED)

30*

15 01 35 29 1.08G

EELGRASS SURVEY REPORT

(IF REQUIRED)

10**

16 01 71 23 1.04

GEODETIC SURVEY (IF

REQUIRED)

30*

17 01 71 23 1.04

OPUS DATABASE

SUBMITTAL (IF

REQUIRED)

30*

18 01 71 23 3.05 FINAL AS-BUILT SURVEY 30*

19 02 41 13 1.02

AS-BUILT COLOR

PHOTOGRAPHS

30*

* Days after construction completed ** Days before construction start NOTE 1: At the end of each construction day

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SECTION 01 35 29 - SAFETY, HEALTH, AND ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.01 SECTION INCLUDES: This section applies to all necessary

steps taken by the contractor to comply with the safety, health, and environmental protection requirements listed herein.

1.02 APPLICABLE PUBLICATIONS: The publications listed below

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

A. ENVIRONMENTAL PROTECTION AGENCY (EPA) REGULATIONS:

40 CFR 122 National Pollution Discharge Elimination System

40 CFR 204 Noise Abatement Program for Construction Equipment

B. OSHA 1926.550 Cranes and Derricks

C. U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) REGULATIONS:

29 CFR 1926.106 Working Over or Near Water

D. ARMY CORPS OF ENGINEERS (ACE) MANUAL:

358-1-1 Safety and Health Requirements

1.03 REFERENCE STATUTES: The statutes listed below form a

part of this specification to the extent referenced.

Washington Health and Safety Code

Clean Air Act (CAA) (42 U.S.C. §§ 7401 to 7642)

Clean Water Act (33 U.S.C. §§ 1251 to 1387)

Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) (42 U.S.C. §§ 9601 to 9675)

Noise Control Act (NCA) (42 U.S.C. §§ 4901 to 4918)

Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA) (7 U.S.C. §§ 136 to 139y)

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Federal Water Pollution Control Act (CWA) (33 U.S.C. §§ 1251)

Toxic Substance Control Act (TSCA) (15 U.S.C. §§ 2601 to 2654)

Resource Conservation and Recovery Act (RCRA) (42 U.S.C.

§§ 6901 to 6991i)

1.04 CONSTRUCTION PLATFORM SAFETY AND CERTIFICATION:

A. Derrick Barges: These barges have a crane mounted as a fixed piece of equipment to the barge. The contractor shall submit an inspection certificate from a licensed engineer who regularly inspects and certifies derrick barges. The certificate shall be current to the time the work commences. All construction equipment shall be in good working order and shall be used for their intended purposes.

B. Barges with mobile crane: These are barges that have a mobile crane that is not permanently fixed to the barge.

The contractor shall provide certification that indicates that the barge and crane are suitable for the construction work described in the Delivery Order. The certificate shall be current to the time the work commences.

C. The COR shall stop work if unsafe conditions are found in the work place. If the COR determines that the construction platform is no longer a safe working environment he/she shall stop all work. Construction may resume once the unsafe condition is remedied.

D. Mobile cranes on barges shall be tied down effectively in accordance with OSHA Standard 1926.550(f)(l)(iv). Cranes must be positively secured to prevent the crane from tilting under construction loading conditions.

1.05 HAZARDOUS MATERIAL TESTING: If material, not indicated, is found that may be hazardous to human health upon disturbance during construction operations, stop that portion of work and notify the KO immediately.

1.06 DEFINITIONS

A. Sediment: Soil and other debris that has been eroded and

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B. Solid Waste: Rubbish, debris, sanitary waste, and other discarded solid materials resulting from industrial, commercial, and agricultural operations, and from community activities.

C. Rubbish: A variety of combustible and noncombustible wastes such as paper, boxes, glass, crockery, metal, lumber, cans, and bones.

D. Debris: Includes combustible and noncombustible wastes, such as ashes, waste materials that result from construction or maintenance and repair work, leaves, and tree trimmings.

E. Chemical Wastes: Includes salts, acids, alkalies, herbicides, pesticides, and organic chemicals.

F. Sanitary Wastes:

1) Sewage: Wastes characterized as domestic sanitary sewage.

2) Garbage: Refuse and scraps resulting from preparation, cooking, dispensing, and consumption of food.

G. Asbestos and Asbestos Materials: Asbestos means actinolite, amosite, antophyllite, chrysotile, crocidolite, and tremolite. Asbestos material means asbestos or any material containing asbestos such as asbestos waste, scrap, debris bags, containers, equipment, and asbestos-contaminated clothing consigned for disposal.

Friable asbestos material means any material that contains more than one percent asbestos by weight and that can be crumbled, pulverized, or reduced to powder, when dry, by hand pressure.

H. Oily Waste: Includes petroleum products and bituminous materials.

I. PCB (Polychlorinated Biphenyls): Toxic and non-biodegradable materials used extensively under trade names, such as Pyranol or Askarel, as insulating cooling fluids in capacitors and transformers.

J. Hazardous Material (HM): Chemicals defined by OSHA 29 CFR 1926.59 and under the U.S. Department of Transportation (DOT) regulations (Title 49 CFR Parts 100

6140972 Page 23 through 199) which are determined by the Secretary of Transportation to present risks to safety, health, and property during transportation. The DOT regulations include requirements for shipping papers, package marking, labeling, transport vehicle placarding, and training of personnel handling hazardous materials.

K. Hazardous Substance: Substances defined under the Clean Water Act and CERCLA as chemicals which are harmful to aquatic life or the environment and are regulated, if spilled or otherwise released to the environment. The EPA has designated "reportable quantities" for each hazardous substance under CERCLA. If an amount equal to or greater than the reportable quantity of a hazardous substance is released to the environment, that spill must be reported.

L. Hazardous Waste (HW): Substances which are hazardous and have been discarded are regulated as hazardous waste under RCRA or State Health and Safety Codes and their implementing regulations. A waste is hazardous if it meets certain levels of reactivity, ignitability, corrosivity, or toxicity, or is otherwise listed as a hazardous waste in Title 40 CFR Part 261 or in the respective State Health and Safety Code or Code of Regulations.

M. Lead Containing Paint: Paint or other similar surface coating material containing lead or lead compounds and in which the lead content is in excess of 0.06% by weight of the total nonvolatile content of the paint or the weight of the dried paint film. Abatement of paint containing even trace amounts of lead must meet the requirements of Federal and State laws for protection of employees (e.g., 29 CFR 1926.62).

1.07 SUBMITTALS: Submit the following in accordance with

Section 01 33 00, "Submittals":

A. Solid Waste Disposal Permit: Submit copies of the acceptance receipts for the material, from the disposal site, 5 calendar days after disposal.

B. HW Manifests: Upon disposal of hazardous waste, submit a copy of the completed manifests within 5 calendar days of delivery of the wastes to the EPA approved treatment, storage and disposal facility.

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C. HM/HW Handling Plan: Comply with all local, state, and federal laws and regulations when handling hazardous materials and disposing of and handling hazardous and other wastes. The contractor shall have a compliance program outlining how the contractor handles and disposes of hazardous materials, petroleum products, hazardous substances, and hazardous waste. The program shall include, but is not limited to, the following elements as appropriate: a general storage site plan, methods used to analyze whether generated material (blasting debris, paint waste, etc.) is hazardous, any hazardous waste licenses and permits, air district permits, and the identification of hazardous waste and material transportation and disposal contractors. The Coast Guard has the right to require removal from the contract performance of any subcontractor who fails to comply with these laws and regulations or who fails to provide appropriate evidence of compliance with them. The HM/HW Handling Plan shall be submitted to the KO at the post award brief.

D. Accident Prevention Plan: Submit Accident Prevention Plan in accordance with ACE 358-1-1 section 01.A.11, to include hot work requirements. Shall include emergency communications capabilities for the Snake River.

Submittal deadline in accordance with section 01 33 00.

E. Safety Data Sheets (SDS's): Copies of SDS's for all hazardous materials (including petroleum products) shall be submitted along with a listing of quantities of these hazardous materials proposed to be stored.

F. Biological Monitor Report: As determined by the delivery order, copies of the Biological Monitor report shall be submitted in accordance with section 1.14.

G. Eelgrass Survey Report: As determined by the delivery order, an Eelgrass Survey Report may be required and shall be submitted in accordance with section 1.15.

1.08 ENVIRONMENTAL PROTECTION REQUIREMENTS: Provide and

maintain environmental protection during the life of the Contract to control pollution or to correct conditions that develop during construction. Comply with all Federal, State, and local laws and regulations pertaining to water, air, soil, and noise pollution.

1.09 PROTECTION OF NATURAL RESOURCES

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A. Preserve the natural resources within the project boundaries and outside the limits of permanent work performed under this contract in their existing condition or restore to an equivalent or improved condition upon completion of the work. Repair or restore to original condition all trees or other landscape features scarred or damaged by equipment or operations. Obtain KO's approval before repair or restoration. Confine construction activities to areas defined by the work schedule, drawings, and specifications. Federal Acquisition Regulation clause 52.236-9 applies.

B. Except in areas indicated to be cleared, do not remove, cut, deface, injure, or destroy trees or shrubs without special written permission from the KO. Protect existing trees which may be damaged by construction operations.

C. Construction equipment is to be kept in good repair, without leaks of hydraulic or lubricating fluids. If such leaks or drips do occur, they shall be cleaned up immediately. Drip pans shall be utilized when vehicles are parked. Confine equipment maintenance and/or repair to one location. Control runoff in this area to prevent contamination of soils and water.

1.10 CONTROL AND DISPOSAL OF WASTES: With the exception of

materials specifically indicated or specified to be salvaged for reuse in construction, or turned over to the Government, all wastes and demolished materials become the contractor's property and shall be removed from the job site daily.

A. HM/HW Spill Response: Store chemical waste in corrosion resistant containers labeled to identify type of waste and date filled. Comply with 49 CFR 178. Remove containers from Government property and dispose of in accordance with Federal, State, and local regulations.

Submit a certified copy of the acceptance receipts for these materials, indicating quantities. For oil and hazardous material spills which may be large enough to violate Federal, State, and local regulations, notify the Contracting Officer immediately.

B. Dispose of petroleum products and petroleum contaminated soil and water in accordance with procedures meeting Federal, State, and local regulations. Comply with 40 CFR 761 for removal and disposal of PCB containing articles.

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C. Comply with 40 CFR 262 and 263, 29 CFR 1910.120, and state regulations for removal, transportation and disposal of hazardous waste as discussed in the Contractor's HM/HW Handling Plan.

1.11 NOISE: Make the maximum use of "low-noise-emission

products" as certified by EPA and described at 40 CFR Part 204. No blasting or use of explosives is permitted.

Comply with applicable portions of the Noise Control Act (NCA). The contractor shall comply with all other federal, state, and local noise control laws and regulations.

1.12 WORKING OVER OR NEAR WATER: When working over or near

water, comply with 29 CFR 1926.106.

1.13 EELGRASS SURVEY: If required by the delivery order, the

contractor shall provide all equipment, supplies and personnel necessary to:

A. SURVEY: Conduct a design and a post construction eelgrass survey of the construction area. The survey area shall encompass the immediate area of each aid to navigation.

The survey shall comply with the standards accepted by agencies in NOAA’s Northern California Eelgrass Mitigation Policy. A copy is available at their website (http://www.westcoast.fisheries.noaa.gov/publications/habi tat/california_eelgrass_mitigation/Final%20CEMP%20October% 202014/cemp_oct_2014_final.pdf).

B. REPORT: Prepare a draft report of the survey. The design survey shall be used to determine where piles will be installed and for a planned CG project. Contractor shall correctly define the location of the bed and identify lower value areas. The report shall include maps that clearly show the location(s) of any eelgrass beds and information on the quality of the beds. Include a brief discussion of the dates the work was done, weather conditions, depths of water, and personnel involved.

C. DELIVERABLES: Contractor shall provide one copy of the draft report for CG review and comment. The draft may be faxed or email to the Project Manager. Submit 6 copies of the final report after incorporating CG comments.

D. LIAISON: Coordinate the survey schedule with the Contracting Officer, Project Manager, and the Design Point of Contact (POC).

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1.14 EXECUTION: Contractor shall complete the design survey

post construction before the end of the in-water work window. The draft reports are due 10 days after completing field work. All Final Reports are due 5 days after receiving CG comments.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

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SECTION 01 71 23 – FIELD ENGINEERING

1.01 SECTION INCLUDES: This section applies to all surveying

requirements for ATON structures as required in the specifications. Not all aids require surveying, see Appendix A for specific requirements.

1.02 POSITIONING: The construction (demolition and

installation) of ATON structures requires that proper positioning techniques be used. Each ATON listed in the scope of work will have a particular positioning method assigned to it as per the list below. The contractor shall adhere to the following positioning methods:

A. VERTICAL POSITIONING: Height shall be taken from the lantern’s focal plane. If there are multiple lanterns, provide the focal plane height for each lantern. Lantern heights shall be referenced to both NAVD88 and Mean High Water (MHW).

B. HORIZONTAL POSITIONING: The position shall be taken from the center of lanterns with horizontal symmetry (like a 155mm, 250mm or 300mm lantern). For an RL14 range lantern the surveyed position shall be the horizontal position of the lifting eye on top of the lantern. For other directional lanterns the surveyor shall pick a spot along the horizontal centerline of the drum. The surveyor shall describe this spot in the survey report.

The surveyor shall also mark this spot on the lantern with a felt-tipped pen, take pictures of the mark, and include the pictures in the survey report.

C. SURVEYOR QUALIFICATIONS: The survey shall be conducted by a surveyor licensed by the State of Washington.

D. MINIMUM SURVEY REQUIREMENTS: The surveyed position shall have a horizontal accuracy of better than 4 cm (1DRMS).

The surveyed position shall be reported in Lat/Long, State Plane Coordinates, and datum. The survey report shall thoroughly describe equipment and procedures used to obtain the position and shall include a complete error analysis that shows a positional accuracy of better than 4 cm at 1DRMS. The error analysis must not be a simple restatement of equipment specifications and shall include an analysis of the factors germane to the specific

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E. The Coast Guard shall provide the following reference information for use by the surveyor during installation:

1) The distance and bearing to the sister range structure.

2) The design position (DP) of the range structure, in the geographically local State Plane Coordinates and current datum.

1.03 REFERENCES: The surveyor shall utilize all applicable

reference provided by the state of Washington to conduct surveying. Additionally, the surveyor shall conduct surveying in accordance with US Coast Guard COMDTINST M16500.1D 7-4 and 7-5.

1.04 SUBMITTALS:

A. GEODETIC SURVEY REPORT: Label all submittals with the contract number assigned to the project by the KO. The report shall be typed on 8.5” x 11” paper. The control sketch shall be submitted on 11” x17” paper.

Submit to the KO one hard copy (bound) and one electronic copy (CD) containing:

1) COVER SHEET: Indicating the structures surveyed and the company that prepared the report. The following statement shall be included in the report and stamped with the surveyor’s seal and signature.

"This survey was conducted by me or under my direction and was performed in accordance with COMDTINST M16500.1D Positioning and Range Surveying Manual and the state of Washington.”

2) The surveyed horizontal position of the lantern expressed in Latitude and Longitude (NAD83) and in State Plane Coordinates (SPC), with respect to both North American Datum of 1927 and 1983 (NAD 27 & 83).

3) The surveyed vertical position of the lantern in feet referenced to NAVD88 and Mean High Water.

4) A description of survey methodologies including:

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(a) RTK or post-processed survey?

(b) Identify the type of base station - or stations -used (i.e. CORS?, RTN?, own base station set up over monument?).

(c) Identify the specific base station(s) used.

(d) Identify the sampling rate and number of samples collected.

(e) Describe the procedures used to identify and remove bad data.

5) A description of computational methods and software.

6) An error analysis showing that the horizontal accuracy is 4 cm or better calculated at 1DRMS. The stated accuracy shall NOT be a restatement of equipment specifications or generic process accuracies. Rather, the stated accuracy shall be the product of an analysis of the data and of factors associated with this survey. Include:

(a) The results of the error analysis.

(b) Describe how the error analysis was conducted.

Identify software.

(c) If the survey used surveyor’s own equipment as a base station, provide accuracy information for the position of the base station, provide data supporting the claimed accuracy of the base station position, and show how the accuracy of the base station position factored into the calculation of the accuracy of the surveyed position of the lantern.

B. OPUS DATABASE SUBMITTAL: All surveys shall be submitted to NOAA for inclusion in the OPUS (Online Positioning User Service) Database http://www.ngs.noaa.gov/OPUS/view.jsp. Provide verification that the information has been uploaded when submitting the Geodetic Survey Paper copy to the Construction Manager, Contracting Officer and D13 (dpw)

POC.

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Not Used

PART 3 EXECUTION

3.01 POINT TO BE SURVEYED: The portion of the ATON to be

surveyed shall be the focal plane height of the light (if a lighted aid) or the apex of the structure (if an unlighted aid).

3.02 TERRISTRIAL RANGE: For ranges built on land, the surveyor shall locate the target position and mark the position with a survey marker. The surveyor shall then mark the positions for the foundations that will support the tower.

3.03 AQUATIC STRUCTURES: For construction of an aquatic range a surveyor must guide the construction barge into position to drive the first pile. The first pile is a reference pile and is may be referred to as a “Hurricane Pile or Ice Pile”. If a storm destroys the range structure the hurricane pile will be used to position the new range structure. However, the position of the hurricane pile shall not be considered the As-Built Position (ABP) of the range structure.

3.04 ADJUSTMENTS DURING CONSTRUCTION: The design of a structure will often allow for positioning adjustments as a range structure is built. For example:

A. The surveyor guides the construction tender into position. The hurricane pile is established.

B. The surveyor surveys the position of the hurricane pile after it is driven.

C. The range foundation is constructed around the hurricane pile.

D. After the foundation is built, the surveyor climbs the structure and locates the position of the desired rangeline as it crosses the structure. The tower is positioned on the foundation based on this survey.

E. After the tower is secured the surveyor climbs the tower and locates the position of the desired rangeline as it crosses the tower’s platform. The lantern stand is positioned on the platform based on this survey.

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3.05 FINAL AS-BUILT SURVEY: After the lantern is installed the surveyor conducts the final as-built survey of the lantern’s position.

3.06 TOLERANCE:

A. DESIGN POSITION (DP) VS FINAL AS BUILT POSITION (ABP):

When building a new range structure the positioning process starts with a DP and ends with an ABP.