Revision_Log_ 962-003_Mare Island_ADD 005.pdf

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Project # 962CM3003 | Cemetery Improvement Project at Mare Island Naval Cemetery
Solicitation number
36C78626R0059_1
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This document is an addendum (Addendum 005) to the Mare Island Naval Cemetery Cemetery Improvements project that provides a revision summary of specification sections and construction plans issued on June 5, 2026, under AE Communication #18181 and Project Number 962-003.

The addendum revises twelve specification sections to address concrete reinforcement, metal repair and restoration, electronic safety and security systems, irrigation infrastructure, and storm drainage. Key changes include: addition of Section 01 45 35 establishing special inspection requirements; revision of Section 03 30 53 to require epoxy-coated reinforcing steel in cast-in-place concrete; updates to Section 05 01 00 addressing cast iron replication and coating requirements; significant revisions to Sections 28 05 00, 28 05 13, 28 05 26, 28 23 00, and new Section 28 05 28.33 related to electronic safety and security systems, removing commissioning references and adding conduit and box specifications; and revisions to Sections 31 20 12 and 32 84 00 incorporating booster pump station requirements and irrigation probing protocols for cemetery areas. Section 33 40 00 was added to govern perforated drain tile and storm drainage work materials, installation, and testing. Additionally, eight construction plans (CS101, CG104, C-501, CS403, CS405-CS415, S001, S101, and S301) were revised to update site coordination, grading and pad information, detail specifications, structural notes, and reinforcement requirements consistent with the specification changes.

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Text version

13605 1st Ave N., #100, Plymouth, MN 55441 P 763.412.4000 F 763.412.4090 ae-mn.com

MARE ISLAND NAVAL CEMETERY

CEMETERY IMPROVEMENTS – ADDENDUM 005 – REVISION SUMMARY

June 5, 2026

AE COMM. #18181

Project Number: 962-003

Specifications Items

1. Section 00 01 10 – Table of Contents: Updated to correct the cast-in-place concrete designation to 03 30 53 and to reflect added/revised specification section issued within the addendum, including Section 01 45 35 – Special Inspections.

2. Section 01 45 35 - Special Inspections: Added to the project manual to establish special inspection requirements, responsibilities, qualifications, and submittal requirements

3. Section 03 30 53 – Cast-in-place Concrete (Short Form): Revised to require epoxy-coated reinforcing steel.

4. Section 05 01 00 – Repair and Restoration of Metals: Revised to address cast iron replication, alloy analysis requirements, and coating/finish requirements for repaired and replacement metal elements

5. Section 28 05 00 – Common Work Results for Electronic Safety and Security: Revised to remove references to Section 28 08 00 – Commissioning of Electronic Safety and Security, and to remove submittal requirements related to the Security Control Room, Operator Console, Equipment Room, Door Schedule, Section II – Data Gathering Panel Document Package, Section III – Construction Mock-Up, and the separate commissioning requirements

6. Section 28 05 13 – Conductors and Cables for Electronic Safety and Security: Revised to remove references to Section 28 08 00 – Commissioning of Electronic Safety and Security from Related Work.

7. Section 28 05 26 – Grounding and Bonding for Electronic Safety and Security: Revised to remove references to Section 28 08 00 – Commissioning of Electronic Safety and Security, revise the camera language to state refer to contract documents for additional information on camera type, delete outdated camera provisions, and remove commissioning agent language.

8. Section 28 05 28.33 – Conduits and Boxes for Electronic Safety and Security: New specification section added to provide conduit, box, and raceway requirements for the electronic safety and security systems

9. Section 28 23 00 – Video Surveillance: Revised to align the specification with the camera system shown on the drawings and to remove references to Section 28 08 00 – Commissioning of Electronic Safety and

Security from Related Work.

10. Section 31 20 12 – Raise and Realign Headstones: Revised to incorporate booster pump station requirements and the required probing protocol for irrigation installation in cemetery areas.

13605 1st Ave N., #100, Plymouth, MN 55441 P 763.412.4000 F 763.412.4090 ae-mn.com 2

11. Section 32 84 00 – Planting Irrigation: Revised to incorporate booster pump station requirements and the required probing protocol for irrigation installation in cemetery areas.

12. Section 33 40 00 – Storm Sewer Utilities: Revised to govern the perforated drain tile / storm drainage work, including materials, installation, and testing requirements.

Plans

1. CS101 - Revised to update site plan information associated with addendum responses, including site feature coordination identified through the RFI process

2. CG104 - Revised to update grading and pad coordination associated with the irrigation pump and security cabinet areas.

3. C-501 - Revised to add/clarify detail information for the flower watering station and related site furnishing/detail content.

4. CS403 - Revised as part of the repair/detail sheet update set issued with Addendum 005.

5. CS405-CS415 - Revised to remove residual “NOT FOR BID / NOT FOR CONSTRUCTION” title block language and to update/clarify repair detail content issued with the addendum.

6. S001 - Revised to update structural/general notes and to add the special inspections table/requirements.

7. S101 - Revised to update footing/foundation information, including flagpole/foundation coordination and epoxy-coated reinforcing steel notes.

8. S301 - Revised to update footing, retaining wall, drain tile, reinforcement, and construction detail information.

END OF ADDENDUM 005

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