24407240 Specification_posting.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT OAKLAND

OAKLAND, CALIFORNIA 94612-5337

PSN 24407240

SPECIFICATIONS

FOR

REPLACE AND REPAIR ATON IN SAN FRANCISCO AREA

FOR

CG AIDS TO NAVIGATION TEAM SAN FRANCISCO

Civil Engineering Unit Oakland Initial LTJG Benjamin Acebo

PROJECT MANAGER

Joel Tomco Regional Execution Design-B

Steven F. Osgood

TECHNICAL DIRECTOR

ACEBO.BENJAMIN.GE

OFFREY

JAYDEN.1547195988

Digitally signed by

ACEBO.BENJAMIN.GEOFFREY

JAYDEN.1547195988

Date: 2026.05.19 08:56:59 -07'00'

TOMCO.JOEL.E

DWARD.13849

08795

Digitally signed by

TOMCO.JOEL.EDWARD.13

84908795 Date: 2026.05.20 10:43:06 -07'00'

2026.05.21 02:42:45 -07'00'

TABLE OF CONTENTS

SECTION TITLE PAGE

DIVISION 01 - GENERAL REQUIREMENTS 1

SECTION 01 10 00 - GENERAL PARAGRAPHS 1

SECTION 01 33 00 - SUBMITTALS 17

SECTION 01 35 29 - SAFETY, HEALTH, AND ENVIRONMENTAL PROTECTION 23

SECTION 01 71 23 – FIELD ENGINEERING 38

DIVISION 02 – EXISTING CONDITIONS 43

02 41 13 – MINOR SITE DEMOLITION 43

DIVISION 05 – METALS 45

SECTION 05 50 00 – METAL FABRICATIONS 45

SECTION 05 51 33 – METAL LADDERS 49

DIVISION 09 – FINISHES 50

09 97 18 –PILE CORROSION COATING 50

DIVISION 31 - EARTHWORK 55

SECTION 31 62 16 – STEEL PILES 55

APPENDIX A: ATON STRUCTURE LIST 59

APPENDIX B: ATON STRUCTURE PHOTOS AND LOCATIONS 60

APPENDIX C: SUBMITTAL APPROVAL FORM 61

APPENDIX D: USCG MARINE MAMMAL MONITORING PLAN (MMMP) 62

APPENDIX E: SAMPLE GEODETIC SURVEY 63

10059757 Page 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00 - GENERAL PARAGRAPHS

PART 1 GENERAL

1.01 PROJECT REQUIREMENTS:

A. Provide all materials (excluding Government Furnished Material), labor, equipment and transportation required to accomplish work installing, replacing, removing, or refurbishing ATON structures in the SF Bay Area.

Bidders shall hold pricing for 120 days after bidding period closes. 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.

1.02 CONTRACT SCHEDULE:

A. Structures will be constructed within in-water work window limitations. The in water work windows applicable to this project are as follows:

1. San Francisco Bay: 01 July – 30 November

2. Sacramento River: 01 August – 15 September

3. Bodega Bay: 01 October – 31 October

1.03 BASE BID ITEMS: The following items comprise the base bid of this project. Specific details of the base bid items are detailed in Appendix A and Appendix B.

The following eleven (11) items comprise BASE CLIN 0001.

A. Sacramento River DWSC Light 10 (LLNR 7210) Remove temporary aid if present; demolish remnants of missing single pile beacon. Install new single pile steel beacon with reduced header and epoxy coated pile. Install (2) 4TR dayboards, ladder, and ladder extension bracket(s).

No safety climbing device. Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

B. Sacramento River DWSC Light 15 (LLNR 7235) Remove

10059757 Page 2 temporary aid; demolish remnants of missing single pile beacon. Install new single pile steel beacon with reduced header and epoxy coated pile repositioned 50 ft to new coordinates. Install (2) 3SG dayboards, ladder, and ladder extension bracket(s). No safety climbing device.

Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

C. Sacramento River DWSC Light 16 (LLNR 7240) Remove temporary aid; demolish remnants of missing single pile beacon. Install new single pile steel beacon with reduced header and epoxy coated pile. Install (2) 4TR dayboards, ladder, and ladder extension bracket(s). No safety climbing device. Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

D. Sacramento River DWSC Light 47 (LLNR 7395) Demolish existing multi pile structure. Install new multi pile steel beacon with reduced header and epoxy coated piles.

Install (2) 3SG dayboards, ladder, and ladder extension bracket(s). No safety climbing device. Orient per Appendix B. Execute in accordance with drawings 03, 09-1, 11, 13, 14.

E. Sacramento River DWSC Light 20 (LLNR 7260) Remove temporary aid; demolish remnants of missing single pile beacon. Install new single pile steel beacon with reduced header and epoxy coated pile. Install (2) 4TR dayboards, ladder, and ladder extension bracket(s). No safety climbing device. Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

F. Sacramento River DWSC Light 28 (LLNR 7305) Demolish existing single pile beacon. Install new single pile steel beacon with reduced header and epoxy coated pile.

Install (2) 4TR dayboards, ladder, and ladder extension bracket(s). No safety climbing device. Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

G. San Joaquin River Light 8 (LLNR 6685) Remove temporary aid; demolish remnants of missing single pile beacon.

Install new single pile steel beacon with reduced header and epoxy coated pile. Install (2) 4TR dayboards, ladder, ladder extension bracket(s), and safety climbing device.

Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

10059757 Page 3

H. San Joaquin River Light 25 (LLNR 6760) Remove temporary aid; demolish remnants of missing single pile beacon.

Install new single pile steel beacon with reduced header and epoxy coated pile. Install (2) 3SG dayboards, ladder, and ladder extension bracket(s). Orient per Appendix B.

Execute in accordance with drawings 01, 09-1, 11, 13, 14.

I. Sacramento River DWSC Light 49A (LLNR 7410) Demolish existing single pile beacon. Install new single pile steel beacon with reduced header and epoxy coated pile.

Install (2) 3SG dayboards, ladder, and ladder extension bracket(s). No safety climbing device. Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

J. Sacramento River Deep Water Ship Channel 14 (LLNR 7230) Demolish existing single pile structure. Install new single pile steel beacon with reduced header and epoxy coated pile. Install all equipment. No safety climbing device. Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 15.

K. Sacramento River Light 9 (LLNR 7690) Demolish existing single pile structure. Install new single pile steel beacon with reduced header and epoxy coated pile. Install all equipment. Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 16.

The following eight (8) items comprise BASE CLIN 0002

L. Sausalito Channel Light 2 (LLNR 4385) Install new multi pile steel beacon with reduced header and epoxy coated piles. Install (2) 4TR dayboards, ladder, and ladder extension bracket(s) as required. No safety climbing device. Orient dayboards/ladder per Appendix B. Execute in accordance with drawings 03, 09-1, 11, 13, 14.

M. Berkeley Marina Channel Light 2 (LLNR 5430) Demolish existing single pile structure. Install new Single Pile Steel Pedestal (SPS) beacon with reduced header and epoxy coated pile. Install (3) 4TR dayboards, ladder, and ladder extension bracket(s). No safety climbing device.

Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

N. Berkeley Reef Light 1 (LLNR 5475) Demolish existing single pile beacon. Install new single pile steel beacon with reduced header and epoxy coated pile. Install (2)

10059757 Page 4

3SG dayboards, ladder, and ladder extension bracket(s).

No safety climbing device. Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

O. Richmond Harbor Channel Light 8 (LLNR 5710) Demolish existing single pile beacon. Install new single pile steel beacon with reduced header and epoxy coated pile.

Install (2) 4TR dayboards, ladder, and ladder extension bracket(s). No safety climbing device. Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

P. Richmond Harbor Channel Light 9 (LLNR 5725) Remove temporary aid on station; demolish remnants of missing single pile structure. Install new single pile steel beacon with reduced header and epoxy coated pile. Install

(2) 3SG dayboards, ladder, and ladder extension bracket(s). No safety climbing device. Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

Q. Oakland Outer Harbor Light 13 (LLNR 4655) Remove temporary aid; demolish remnants of missing single pile beacon. Install new single pile steel beacon with reduced header and epoxy coated pile. Install (2) 3SG dayboards, ladder, ladder extension bracket(s), and safety climbing device. Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

R. Oakland Inner Harbor Turn Basin Light B (LLNR 4684) Remove remnants of the pile structure from the bottom of the estuary. Leave temp aid in place.

S. Richmond Harbor Channel Light 4 (LLNR 5685) Demolish existing single pile structure. Install new single pile steel beacon with reduced header and epoxy coated pile.

Install all equipment. No safety climbing device. Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 16.

1.04 OPTION ITEMS: The following items comprises the option

bidding item of this project. Specific details of the option bid item are detailed in Appendix A and Appendix B.

The following eight (8) items comprise OPTION CLIN 0003

A. Mare Island Strait Light 2 (LLNR 6095) Demolish existing

10059757 Page 5 single pile beacon. Install new single pile steel beacon with reduced header and epoxy coated pile. Install (2) 4TR dayboards, ladder, and ladder extension bracket(s).

No safety climbing device. Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

B. Mare Island Strait Light 3 (LLNR 6100) Demolish existing multi pile structure. Install new multi pile steel beacon with reduced header and epoxy coated piles. Install (2) 3SG dayboards, ladder, and ladder extension bracket(s).

Install safety climbing device. Orient per Appendix B.

Execute in accordance with drawings 03, 09-1, 11, 13, 14.

C. Suisun Bay Channel Light 27 (LLNR 6575) Demolish leaning single pile beacon. Install new single pile steel beacon with reduced header and epoxy coated pile. Install (2) 3SG dayboards, ladder, and ladder extension bracket(s).

No safety climbing device. Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

D. Carquinez Strait Light 23 (LLNR 6240) Demolish existing single pile beacon. Install new single pile steel beacon with reduced header and epoxy coated pile. Install (2) 3SG dayboards, ladder, and ladder extension bracket(s).

No safety climbing device. Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

E. Suisun Bay Channel Light 11 (LLNR 6440) Demolish existing single pile beacon. Install new single pile steel beacon with reduced header and epoxy coated pile. Install (2) 2SG dayboards, ladder, and ladder extension bracket(s).

No safety climbing device. Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

F. Suisun Bay Channel Light 24A (LLNR 6557) Demolish existing multi pile structure. Install new multi pile steel beacon with reduced header and epoxy coated piles.

Install (2) 4TR dayboards, ladder, and ladder extension bracket(s). No safety climbing device. Orient per Appendix B. Execute in accordance with drawings 03, 09-1, 11, 13, 14.

G. Suisun Bay Light 31 (LLNR 6595) Demolish existing single pile beacon. Install new single pile steel beacon with reduced header and epoxy coated pile. Install (2) 3SG dayboards, ladder, and ladder extension bracket(s). No safety climbing device. Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

10059757 Page 6

H. New York Slough Light 3 (LLNR 6620) Demolish existing single pile beacon. Install new single pile steel beacon with reduced header and epoxy coated pile. Install (2) 3SG dayboards, ladder, and ladder extension bracket(s).

No safety climbing device. Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

The following four (4) items comprise OPTION CLIN 0004

I. Bodega Harbor Channel Daybeacon 38 (LLNR 7975) Demolish existing single pile daybeacon. Install new single pile steel daybeacon with reduced header and epoxy coated pile. Install (2) 4TR dayboards, ladder, and ladder extension bracket(s). No safety climbing device. Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

J. Bodega Harbor Channel Daybeacon 7 (LLNR 7815) Remove temporary aid; demolish remnants of missing single pile daybeacon. Install new single pile steel daybeacon with reduced header and epoxy coated pile. Install (2) 3SG dayboards, ladder, and ladder extension bracket(s).

Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

K. Bodega Harbor Channel Light 6 (LLNR 7810) Remove temporary aid; demolish remnants of missing single pile beacon. Install new single pile steel beacon with reduced header and epoxy coated pile. Install (2) 4TR dayboards, ladder, and ladder extension bracket(s). No safety climbing device. Orient per Appendix B. Execute in accordance with drawings 01, 09-1, 11, 13, 14.

L. Bodega Harbor Daybeacon (LLNR 8015) Demolish and remove entire single pile daybeacon, including dayboard(s), ladder, basket, and appurtenances. Dispose of materials per requirements. No replacement installation. Perform in accordance with applicable standard drawings and removal procedures.

1.05 CONSTRUCTION COORDINATION:

A. This contract will require the coordination between the contractor, the Contracting Officer's Representative (COR), Coast Guard Southwest District(dpw) office, the Aids-To-Navigation Team (ANT) and/or Coast Guard Buoy

10059757 Page 7

Tender. 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 Southwest District (dpw), the ANT or Buoy Tender shall be provided to the contractor at the time the Delivery Order is issued.

C. Delivery, Pick Up, or return locations for materials are:

1. Northwest District Aids to Navigation Hardware Specialist, Base Tongue Point, Astoria, OR (503)-338-

1.06 ATON STRUCTURE CONSTRUCTION DETAILS: Each ATON structure has amplifying information in Appendix A and Appendix B.

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.

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:

1. Aid Name (Old Name): No comment

2. Light List Number (LLNR): no comment

3. Navigational Chart No: NOAA Electronic Navigational Chart

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

5. Action to Existing structure: demo, tower removal, replace, etc.

6. Current Location: Latitude and Longitude

10059757 Page 8

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

8. Desired Location: Latitude and Longitude WGS 84

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

1. Focal Plane above MHW: Mean High Water

2. Pile Penetration Below Mudline: Piles require a minimum of 30ft.

3. Water MLLW Depth: Minimum Operating Pool (MOP)or MLLW plus tidal range equals MHW. See Appendix B for details.

4. Tidal Range: MLLW plus tidal range equals MHW

5. Out of Water Pile Length: pile length from MHW to platform

6. Focal Plane above Pile: Height of Lantern Stand plus Lantern

7. Length of Pipe per Pile: This includes pile penetration, MLLW depth, tidal range, and out of water length.

8. Number of Piles per structure: Single piles only require 1 pile, multiple piles require at least 3 piles.

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

D. Additional Requirement Details:

1. 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 will 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.

2. 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.

10059757 Page 9

3. 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.

4. Diving Services Required: Diving services are required to retrieve old ATON structure debris that are underwater.

5. Photographs Required after construction: no comment

6. Post-Survey Required: Some structures require a post-survey.

7. Dayboards: Dayboards will be provided as GFM. However, the contractor is responsible for installing the correct equipment on the aid. Refer to ATON-STD-9-1 AND ATON-STD-13 and for details.

8. GFM to be Provided: Government Furnished Material

1.07 CONTRACT PERFORMANCE TIME:

A. NOTIFICATION OF START AND COMPLETION OF WORK: The Contractor shall notify the Contracting Officer in writing fourteen (14) 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.

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

C. Notify the COR at least fourteen (14) working days prior to the start of construction to ensure work is coordinated between the contractor and ANT.

D. Notify the ANT POC within one (1) hour after the completed removal/repair/replacement of each individual ATON structure.

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

F. 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

10059757 Page 10 to ascertain the general and local conditions which can affect the work or its cost.

1.09 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.

1.10 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 will be pre-determined by the COR.

1.11 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 will be 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. Anyone

10059757 Page 11 requiring access to a military facility under this contract, to include subcontractors, who holds a driver's license from any state without approved licenses will be required to provide identification other than that driver's license to gain access. Government IDs annotated with “Federal Limits Apply” will not be accepted for access purposes. It is the responsibility of the Contractor to ensure that their personnel have federally acceptable personal photo identification and comply with any other requirements for base 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.

1.11 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 State of California, Division of Occupational Safety and Health, Cal-OSHA]. When the standards differ, the more restrictive standard shall apply.

1.12 PROTECTED WORK ENVIRONMENT: The contractor shall maintain a safe and healthy work environment for employees, subcontractors, suppliers and occupants in the areas where work is performed. Contractor shall not allow introduction into the work areas or the air surrounding the work areas any chemical or biological contaminants whether or not visible or detectable by sight or smell that are known to cause or increase the potential for harm to personal health. Contractor shall prohibit anyone from entering the work area who has been exposed to or has contracted a communicable disease which can be passed through physical contact or air borne particulates.

Contractor shall comply with all federal, state and local health agency instructions for responses to known threats to personal health. Smoking or vaping shall only be permitted in areas specifically designated by the Station Commander.

10059757 Page 12

1.13 DRAWINGS: The work shall conform to the highlighted

drawings listed below which form a part of these specifications.

Drawing Number Title

ATON-STD-01 Single Pipe Pile Structure (Elevations & Details)

ATON-STD-04 Three Pile Range Structure

(Elevations & Details)

ATON-STD-09 (1 of 3) Reduced Header (Elevations & Details)

ATON-STD-09 (2 of 3) 5’x 5’ Platform Assembly (Elevations & Details)

ATON-STD-11 7 Rung Ladder Detail (Elevations & Details)

ATON-STD-12 (1 of 4) Range Board Frames Pile Structures

ATON-STD-12 (2 of 4) Range Board Frames Pile Structures

ATON-STD-13 Dayboard Mounting Details

ATON-STD-14 Safety Climb Installations

1.13 CHARTS: All ATON structures within each Geographic Area

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

NOAA ENC Charts can be found here: Office of Coast Survey

Chart US5CA21M – San Francisco Bay Chart US5CA32M – Mare Island Strait Chart US5CA43M – Suisun Bay Chart US5CA46M – Sacramento River Chart US5CA13M – Oakland Harbor Chart US5CA96M – Bodega Bay Chart US5CA45M – New York Slough

1.14 COMMUNICATIONS: While on site provide a means for

immediate communication between the contractor’s work platform and the COR, KO, Coast Guard Southwest District (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

10059757 Page 13 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 COR and the Coast Guard Southwest District(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. CG Southwest District (dpw), Alameda, CA (510-437-

2978)

2. Officer in Charge, Aids to Navigation Team San Francisco, San Francisco, CA (732) 678-3371

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.

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 unlit ATON structure that only has dayboards mounted on it.

10059757 Page 14

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: The return of equipment to home facility after completing final work items at the job site.

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.

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

10059757 Page 15 provide certain materials for this contract. These materials will be arranged for pick-up at a pre-determined location. Hardware for connecting GFM to contractor-erected structures shall be provided by the contractor.

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 Lights/Sound Signals: The Coast Guard will provide all ATON lights and sound signals. The contractor shall furnish all bolts, straps, and other fastenings required to mount the lights and sound signals to the platform.

C. ATON Platforms: The Coast Guard will provide Reduced

Headers, 5'x5’ and 7'x7' aluminum or steel platforms.

D. Steel Ladder Sections and Brackets: The Coast Guard will provide 7' steel ladder sections and associated brackets for pile structures. Contractor shall provide all hardware for connecting the ladder assembly and brackets.

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 and attached sinker to the ANT. Typical sinker sizes do not exceed 1000 pounds.

1.18 TEMPORARY LIGHTING: At no point during construction, shall an ATON be left unattended beyond daytime hours without the installation of a temporary All-Around (360 degree) Quick-Flashing yellow light. This flashing light will reduce the risk of accident or collision at night by making Mariners aware of the obstruction. The contractor shall inform the KO, COR and ANT or Buoy Tender POC whenever an All-Around Quick-Flashing yellow light is installed.

PART 2 PRODUCTS

Not Used

10059757 Page 16

PART 3 EXECUTION

END OF SECTION

10059757 Page 17

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 (Appendix C).

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 CM 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)

2) Location

10059757 Page 18

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 electronic copy (via e-

mail or DODSafe) of the following records to the KO and CM within 15 working days after each ATON structure is installed.

A. ATON Construction Record in accordance with Section 01 33 00 Paragraph 1.03.

B. Pile Driving Records

C. As-built digital color photographs detailing the constructed aid from each cardinal direction (North, South, East, and West) at a minimum.

1.05 CERTIFICATES OF COMPLIANCE: Certificates of compliance

shall be signed by an authorized officer of the manufacturing company furnishing the material which states that the material being furnished meets all

10059757 Page 19 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 and the CM no later than the delivery date of the product.

1.08 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.

1.09 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 construction accomplished, materials used, status of the construction barge(s) used, and activities planned for

10059757 Page 20 the next day.

P a g e

C

EU

O A

K

LA

N D

S U

B M

IT

TA

L R

EG

IS

TE

R

S N

O N T R A C T

N O

RE

PL

AC

E

AT

ON

S am F ra nc is co

Ba y Ar ea

C O N T R A C T O R

N A M E u b m i t t a l

R e f e r e n c e

L o c a t i o n

D A T

Q U I R

U B M I T T

T I O N

D A

E C

S E C T I

R

G

S C R I P T I O N

O F

S U B M I T T

L a s f t e r

D e c e i v e d

P R O V

P R O V

N O T

I S A P P R O V

S U B M I T T

P R O V

V I E W

O N

C O N S T R U C T I

C O

L E

D R I V I N G

R E C O R

B U I L T

D I G I T A L

C O L

H O T O G R A P

B

R

C H A R T

S C H E D U

I L Y

R E P O

T

R G E C R A N E

I N S P E C T I

R T I F I C A T E

P I E S

O F

T

C E P T A N C E

R E C E I P

F

O M

T H E

D I S P O S A L

S I

W

M A N I F E S

M H W

H A N D L I N G

P L

C I D E N T S P I

E V E N T I O N

P L

F E T Y

D A T A

S H E E

O L O G I C A L

M O N I T O R I

P O

O D E T I C

S U R V

Y

U S

D A T A B S E

S U B M I T T

N A L

A S B U I L T

S U R V

F E T Y

C L I M B I N G

D E V I

O D U C T

D A

F E T Y

C L I M B I N G

D E V I

R

I N S T A L L

G U I

A T I N G

A P P L I C A T I

A T I N G

M A T E R I A g e

Q

A L I F I C A T I O N

R T I F I E D

P R O T E C T I V

A T I N G S

S P E C I A L I

Q

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

D I V I D U A L S

A P P L Y I

A T I N

N U F A C T U R E R S

C O A T I

S T E M

I N S T R U C T I O ay s af te r co ns tr uc ti on c om pl et ed

NO

TE

At t he e nd o f ea ch c on st ru ct io n da

10059757 Page 23

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.

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)

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

10059757 Page 24

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 will take place. 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 will take place.

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 transported by runoff water.

10059757 Page 25

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 through 199) which are determined by the Secretary of Transportation

10059757 Page 26 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, 10 calendar days after disposal.

B. HW Manifests: Upon disposal of hazardous waste, submit a copy of the completed manifests within 10 calendar days of delivery of the wastes to the EPA approved treatment, storage and disposal facility.

C. HM/HW Handling Plan: Comply with all local, state, and federal laws and regulations when handling hazardous

10059757 Page 27 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 San Francisco Bay.

Submittal deadline in accordance with section 01 33 00.

Shall include spill prevention plan section.

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 1.13.

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. All work shall conform to the requirements set forth in the environmental permits provided to the contractor by the Coast Guard; the contractor may not begin work until all permits are received, which may occur after contract award.

A. Environmental Observers: A designated Environmental

10059757 Page 28

Observer must be present during the execution of the ATON action. The USCG Southwest District Environmental Protection Specialist (EPS) will be available during the action to provide guidance. Requirements for the environmental observer are as follows:

1) Prior to commencement of the ATON action the designated Environmental Observer must be made available to discuss the Programmatic Biological Opinion Job Aid. During the meeting, the Southwest District EPS will identify the listed marine species, ESA designated critical habitats, and EFH that could potentially occur in the project area.

2) If a different Environmental Observer is identified after commencement of the ATON action, that individual must be made available to discuss the Job Aid with the Southwest District EPS prior to assuming Environmental Observer duties.

3) All contractor crew observations of species or habitat must be reported to the designated Environmental Observer.

B. Spills, Debris, and Turbidity:

1) When operationally feasible, the Contractor should lower and raise all objects (e.g., piles) to/from the bottom in a controlled manner.

2) When lowering or raising all objects, an Environmental Observer must ensure any mobile ESA listed species are not observed within 50 yards of the project area.

3) Contractor must not allow contamination of the marine environment to result from ATON project execution.

4) Vessels engaged in ATON project execution must implement protective measures to prevent all excess materials, equipment, and hazardous substances from entering the surrounding environment.

5) In the event debris or other waste enters the surrounding environment, each contractor must attempt to capture this debris or waste. This includes the removal of hardware, pins, and bolts used to secure any equipment. Those that cannot be completely removed

10059757 Page 29 must be cut-off flush with the substrate when possible.

6) All packing bands or other debris which may pose an entanglement risk to protected species must be cut and secured for proper disposal shore-side.

7) Contractor must maintain a contingency plan to control toxic materials aboard all Coast Guard ATON service vessels. Appropriate materials and equipment must be stationed onboard vessels to contain and clean up any spills.

8) All project-related materials and equipment placed in the water must be free of pollutants. Contractor personnel will perform daily pre-work equipment inspections for cleanliness and leaks. All heavy equipment operations will be postponed or halted should a leak with the potential to discharge overboard be detected and will not proceed until the leak is repaired and equipment cleaned. Equipment shall be cleaned onshore to prevent leaks into the water. Contractor shall have an absorbent floating boom immediately available in case of fuel spill.

9) Turbidity and siltation from project-related work must be minimized and contained through the appropriate use of effective silt containment devices (if equipped) and the curtailment of work during adverse tidal and weather conditions.

10) When practical, debris from destroyed aids should be recovered.

C. Vessel Handling and Speed:

1) While underway and on station during the project, all crew members must be on lookout for species or habitats of concern such as ESA-listed whales, turtles, pinnipeds, fish, and invertebrates.

2) While underway, vessels shall remain at least 100 yards from observed whales, and at least 50 yards from other observed ESA-listed marine mammals, sea turtles, sturgeon, sawfish, and sharks, if it is safe to do so.

Additionally, all in-water work must be postponed or halted when ESA-listed marine mammals, sea turtles, 10059757 Page 30 sturgeon, sawfish, and sharks are observed within these specified distances and may be affected by operations. Activities may not resume until the contractors designated Environmental Observer has observed the protected species move out of the area on their own volition or, if an animal is seen above water then dives below, in-water work will not begin until enough time has elapsed without a sighting (at least 15 minutes for pinnipeds, sea turtles, and fish, and 30 minutes for cetaceans) to assume the animal has moved beyond these specified distances. ESA-listed marine mammals, sea turtles, sturgeon, sawfish, and sharks must not be encircled or trapped between multiple vessels or between vessels and the shore.

3) Vessel speed must be reduced to less than 10 knots when cetaceans (whales) are observed near an underway vessel, when safety permits. A single cetacean at the surface may indicate the presence of submerged animals in the vicinity; therefore, prudent precautionary measures should always be exercised.

4) Vessel speed must be reduced to less than 5 knots when sea turtles are observed near an underway vessel and have the potential to be impacted by…