1667770spc07.28.26_rev.pdf

P-1102 Weapons Magazine & Ordnance Operations Facility 1667770 28 July 2026

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 02/11, CHG 1: 08/14 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 14 00 11/22 WORK RESTRICTIONS

01 20 00 11/20, CHG 2: 08/21 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 2: 05/22 ADMINISTRATIVE REQUIREMENTS

01 30 02.00 22 07/22 DESIGN, PROCUREMENT, AND INSTALLATION

OF AUDIOVISUAL EQUIPMENT

01 31 23.13 20 05/17, CHG 7: 11/21 ELECTRONIC CONSTRUCTION AND FACILITY

SUPPORT CONTRACT MANAGEMENT SYSTEM

01 32 17.00 20 05/18, CHG 3: 08/20 COST-LOADED NETWORK ANALYSIS SCHEDULES

(NAS)

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 35 26 11/20, CHG 3: 02/22 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 11/11, CHG 8: 02/21 QUALITY CONTROL

01 45 25 02/20 QUALITY ASSURANCE FIELD INSPECTION

01 45 35 11/20 SPECIAL INSPECTIONS

01 45 36 06/23 SPECIAL INSPECTIONS - EARTH COVERED

MAGAZINES

01 50 00 11/20, CHG 2: 08/22 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 08/19, CHG 5: 08/22 PROJECT IDENTIFICATION

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 08/15, CHG 2: 08/21 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 02/15, CHG 3: 08/21 FACILITY ELECTRONIC OPERATION AND

MAINTENANCE SUPPORT INFORMATION (eOMSI)

01 78 30.00 22 01/23 GIS DATA DELIVERABLES

01 91 00.15 22 03/23 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION AND DECONSTRUCTION

02 65 00 11/22 UNDERGROUND STORAGE TANK REMOVAL

02 81 00 11/18 TRANSPORTATION AND DISPOSAL OF

HAZARDOUS MATERIALS

02 82 00 11/18, CHG 1: 11/19 ASBESTOS REMEDIATION

02 83 00 11/18 LEAD REMEDIATION

02 84 16 11/22 HANDLING OF LIGHTING BALLASTS AND

LAMPS CONTAINING PCBs AND MERCURY

02 84 33 11/22 REMOVAL AND DISPOSAL OF

POLYCHLORINATED BIPHENYLS (PCBs)

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 4: 08/22 CAST-IN-PLACE CONCRETE

03 70 00 02/10, CHG 2: 08/20 MASS CONCRETE

PROJECT TABLE OF CONTENTS

DIVISION 04 - MASONRY

04 20 00 11/15, CHG 2: 05/19 UNIT MASONRY

DIVISION 05 - METALS

05 05 20 05/22 POST-INSTALLED CONCRETE AND MASONRY

ANCHORS

05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL

05 21 00 05/15, CHG 1: 08/18 STEEL JOIST FRAMING

05 30 00 05/15, CHG 2: 08/18 STEEL DECKS

05 50 13 05/17, CHG 1: 08/18 MISCELLANEOUS METAL FABRICATIONS

05 51 33 02/16, CHG 2: 02/18 METAL LADDERS

05 52 00 02/18, CHG 1: 02/20 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY

06 41 16.00 10 08/10, CHG 1: 11/18 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

06 61 16 08/20 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 08/19 PRESSURE TESTING AN AIR BARRIER SYSTEM

FOR AIR TIGHTNESS

07 11 13 08/11, CHG 1: 05/17 BITUMINOUS DAMPPROOFING

07 13 53 02/16, CHG 1: 08/17 ELASTOMERIC SHEET WATERPROOFING

07 14 00 02/12, CHG 2: 02/18 FLUID-APPLIED WATERPROOFING

07 21 13 02/16, CHG 2: 08/20 BOARD AND BLOCK INSULATION

07 21 16 11/11, CHG 4: 08/18 MINERAL FIBER BLANKET INSULATION

07 22 00 02/16, CHG 3: 11/18 ROOF AND DECK INSULATION

07 27 10.00 10 08/19, CHG 1: 02/20 BUILDING AIR BARRIER SYSTEM

07 27 19.01 05/17, CHG 2: 08/20 SELF-ADHERING AIR BARRIERS

07 27 26 05/17, CHG 2: 08/20 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 54 23 05/20 THERMOPLASTIC-POLYOLEFIN (TPO) ROOFING

07 60 00 05/17, CHG 2: 11/18 FLASHING AND SHEET METAL

07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING

07 92 00 08/16, CHG 3: 11/18 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 11 16 05/17, CHG 2: 11/18 ALUMINUM DOORS AND FRAMES

08 31 00 05/17, CHG 1: 08/18 ACCESS DOORS AND PANELS

08 34 59 08/08, CHG 1: 11/12 VAULT DOORS AND DAY GATES

08 34 73 11/19, CHG 1: 02/21 SOUND CONTROL DOOR ASSEMBLIES

08 39 55.00 20 11/24 NAVY STANDARD EARTH-COVERED MAGAZINE

DOORS

08 41 13 08/18, CHG 1: 08/18 ALUMINUM-FRAMED ENTRANCES AND

STOREFRONTS

08 71 00 02/16 DOOR HARDWARE

08 81 00 05/19 GLAZING

08 91 00 08/20 METAL WALL LOUVERS

08 95 00 08/09 BLAST RESISTANCE

DIVISION 09 - FINISHES

09 22 00 02/10, CHG 2: 08/18 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 08/16, CHG 4: 02/20 GYPSUM BOARD

09 30 10 08/20 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 08/20 ACOUSTICAL CEILINGS

09 65 00 08/10, CHG 3: 08/18 RESILIENT FLOORING

09 68 00 11/17, CHG 2: 08/20 CARPETING

09 90 00 02/21 PAINTS AND COATINGS

09 97 13.27 02/21, CHG 1: 08/22 HIGH PERFORMANCE COATING FOR STEEL

STRUCTURES

DIVISION 10 - SPECIALTIES

10 14 00.10 08/17, CHG 1: 11/18 EXTERIOR SIGNAGE

10 14 00.20 08/20 INTERIOR SIGNAGE

10 14 53 02/15, CHG 1: 05/17 TRAFFIC SIGNAGE

10 21 13 08/20 TOILET COMPARTMENTS

10 26 00 08/20 WALL AND DOOR PROTECTION

10 28 13 08/20 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHERS

10 51 13 05/11 METAL LOCKERS

DIVISION 12 - FURNISHINGS

12 00 01.00 20 02/23 FURNITURE, FIXTURES AND EQUIPMENT

(FF&E) PACKAGE

12 21 00 08/17, CHG 2: 11/18 WINDOW BLINDS

12 93 00 08/17, CHG 1: 08/18 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 73 05/22 BRACING FOR MISCELLANEOUS EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

DIVISION 22 - PLUMBING

22 00 00 11/15, CHG 4: 05/21 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 03 00.00 20 08/10, CHG 3: 08/18 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.19 05/18, CHG 2: 08/20 BRACING FOR HVAC

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13, CHG 7: 05/20 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 09 00 02/19, CHG 3: 05/21 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15, CHG 2: 05/21 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.02 02/19, CHG 1: 02/20 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 23 00 08/21 REFRIGERANT PIPING

23 30 00 05/20, CHG 1: 02/22 HVAC AIR DISTRIBUTION

23 81 00 05/18, CHG 1: 02/21 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 83 00.00 20 04/06 ELECTRIC SPACE HEATING EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.23 05/21 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS UTILITY MONITORING AND

CONTROL SYSTEM (UMCS)

25 05 11.28 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS ELECTRONIC SAFETY AND

SECURITY INCLUDING CCTV, ACCESS

CONTROL SYSTEMS, AND INTRUSION

DETECTION SYSTEMS

25 08 10 05/21 UTILITY MONITORING AND CONTROL SYSTEM

TESTING

25 10 10 02/19, CHG 1: 05/21 UTILITY MONITORING AND CONTROL SYSTEM

(UMCS) FRONT END AND INTEGRATION

DIVISION 26 - ELECTRICAL

26 05 26.00 40 08/19 GROUNDING AND BONDING FOR ELECTRICAL

SYSTEMS

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

26 12 19.10 05/19, CHG 1: 11/19 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED

TRANSFORMERS

26 13 00 05/21, CHG 1: 05/22 SF6/HIGH-FIREPOINT FLUIDS INSULATED

PAD-MOUNTED SWITCHGEAR

26 20 00 08/19, CHG 3: 11/21 INTERIOR DISTRIBUTION SYSTEM

26 24 13 08/21 SWITCHBOARDS

26 27 14.00 20 02/21, CHG 1: 05/21 ELECTRICITY METERING

26 28 01.00 10 08/21 COORDINATED POWER SYSTEM PROTECTION

26 29 23 02/20, CHG 1: 05/21 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS

UNDER 600 VOLTS

26 32 15.00 05/20 ENGINE-GENERATOR SET STATIONARY

15-2500 KW, WITH AUXILIARIES

26 36 23 05/20, CHG 1: 08/21 AUTOMATIC TRANSFER SWITCHES AND

BY-PASS/ISOLATION SWITCH

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING

26 56 00 08/21 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

27 13 23.00 40 11/14 COMMUNICATIONS OPTICAL BACKBONE CABLING

27 41 00 11/21 AUDIO-VISUAL SYSTEMS

27 51 16 05/20, CHG 1: 05/22 PUBLIC ADDRESS SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 08/23 ELECTRONIC SECURITY SYSTEM ACCEPTANCE

TESTING

28 10 05 05/16 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 08/20 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 08/08, CHG 2: 02/21 EARTHWORK

31 05 19.13 02/21 GEOTEXTILES FOR EARTHWORK

31 11 00 11/18 CLEARING AND GRUBBING

31 21 13 11/18 RADON MITIGATION

31 23 06.00 02/21, CHG 1: 11/21 BLASTING - SURFACE

31 31 16.13 08/22 CHEMICAL TERMITE CONTROL

31 66 13 02/19 RIGID INCLUSIONS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 20 05/22 BASE COURSE FOR RIGID AND SUBBASE FOR

FLEXIBLE PAVING

32 11 23.23 08/22 BASE COURSE DRAINAGE AND SEPARATION

LAYERS

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 13 73.19 11/19 COMPRESSION CONCRETE PAVING JOINT

SEALANT

32 15 00 05/17 AGGREGATE SURFACING

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS

32 31 13.53 11/21 HIGH-SECURITY FENCES (CHAIN LINK) AND

GATES

32 92 19 08/17, CHG 1: 08/21 SEEDING

32 93 00 08/17, CHG 1: 08/21 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 02/18, CHG 1: 02/22 WATER UTILITY DISTRIBUTION PIPING

33 30 00 05/18 SANITARY SEWERAGE

33 40 00 11/21 STORMWATER UTILITIES

33 46 13 05/20 FOUNDATION DRAINAGE

33 46 16 05/18 SUBDRAINAGE PIPING

33 71 01 05/19, CHG 1: 11/19 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.14 11/19, CHG 1: 02/21 BRIDGE CRANES, OVERHEAD ELECTRIC, TOP

RUNNING

41 22 13.15 11/22 BRIDGE CRANES, OVERHEAD ELECTRIC,

UNDER RUNNING TROLLEY

-- End of Project Table of Contents --

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SECTION 01 14 00

WORK RESTRICTIONS

11/22

PART 1 GENERAL

1.1 REFERENCES

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

U.S. DEPARTMENT OF DEFENSE (DOD)

DESR 6055.09, Edition 1 (2019) Defense Explosive Safety Regulation 6055.09, Edition 1

NEW LONDON INSTRUCTION

SUBASE 8020.IG SUBASE NEW LONDON INSTRUCTION 8020.IG

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

Personnel List

Phasing Plan ; G

1.3 SPECIAL SCHEDULING REQUIREMENTS

All ground disturbance and work in the wetlands will be restricted for 90 days after award in order to obtain both the NPDES and wetlands permit approvals.

All work must be phased in such a way as to minimize impacts to installation weapons handling operations. The new Operations must be constructed, and all staff relocated from the existing Operations Building (B524) into the new operations Building as early as possible in the construction phasing. Physical security requirements (fencing, cameras, intrusion detection/access control, etc.) for the weapons compound (magazine area/compound) and all existing magazines still in operation must be maintained or provided by the contractor. During all phases of construction, the Government shall maintain access control to all magazines that are still in operation; the contractor shall maintain separate construction entrances independent from the weapons compound (magazine area/compound) secured entry. Prior to the start of construction and within 15 days of contract award, provide a Phasing Plan for review and approval by the Contracting Officer and the Weapons Officer. A preliminary Phasing Plan has been provided on the Civil drawings to help

SECTION 01 14 00 Page 1 inform the contractor of phasing requirements.

The Construction Phasing drawings indicate which magazines are to be demolished during the respective construction phasing. The other magazines not indicated for demolition must remain operational during the corresponding construction phase. Each phase has a separate milestone and activity completion date in the schedule.

The Contractor shall be required to (a) commence work under this contract within fifteen (15) calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 1,587 calendar days. The time stated for completion shall include final cleanup of the site

The calendar days for the milestones are as follows:

Milestone # Title Time for Completion

Milestone 1 Phase 1A 558 calendar days

Milestone 2 Phase 1B 340 calendar days

Milestone 3 Phase 1C 66 calendar days

Milestone 4 Phase 2 378 calendar days

Milestone 5 Phase 3 486 calendar days

Milestone 6 Work in Areas E, F, G, H, I, J & K

1828 calendar days

The milestones are described as follows:

Milestone 1 (Phase 1A):

No construction activities or demolition associated with the existing magazines in Phase 1A can be performed until government receives Request to Terminate Existing Site Approval from NOSSA. Please allow 14 days for government to receive approval.

Work includes but is not limited to provide temporary construction access and security fencing to ensure a secure perimeter around existing magazines to remain in place during Phase 1 operations (Magazines A94-A97, A100-A104, A105-A109, A113 and A114). Demolition of existing magazines A98, A99, A110 and A111 and including associated pavements and utilities. Install temporary sediment Traps 1 and 3.

Rock blasting and excavation for Ordnance Operations Facility and near Magazines A98, A99, A110 and A111. Construct north and south wetlands per wetland mitigation drawing package east of Magazines A105 through A111. Construct permanent storm water Facility A East of EXST-001 (A114). Maintain treatment chambers offline until final site stabilization. Ordnance Operations Facility construction including site preparation, drainage infrastructure, utility installation, access road, and parking lot. Convert temporary sediment Trap 1 to permanent storm water facility. Maintain treatment chambers offline until final site stabilization.

Milestone 2 (Phase 1B): Work includes but is not limited to install

SECTION 01 14 00 Page 2 temporary sediment Trap 2. Reroute and demolish existing utilities necessary to construct Type H magazine. Site preparation, utility installation, and construct Type H magazine. Convert temporary sediment Trap 2 to permanent storm water facility. Maintain treatment chambers offline until final site stabilization.

Milestone 3 (Phase 1C): Work includes but is not limited to demolition of existing Building 524, utilities and pavements.

Milestone 4 (Phase 2):

No construction activities or demolition associated with the existing magazines in Phase 2 can be performed until government receives Request to Terminate Existing Site Approval from NOSSA. Please allow 14 days for government to receive approval.

Work includes but is not limited to maintain temporary construction access and provide temporary security fencing to ensure a secure perimeter around existing magazines to remain in place during Phase 2 operations (A100-A104, A105-A109, A113, A114, and Type H-001).

Demolish pavement west of EXT-002 (A113), install temporary sediment Trap 4. Demolish existing magazines A94, A95, A96 and A97 including associated pavements and utilities. Rock blasting and excavation for Type G magazines near magazines A94, A95, A96 and A97. Construct Type G magazines (Type G-001 and Type G-002) adjacent to EXT-002 (A113), including associated pavements and utilities. Replace EXST-002 ground ring during pavement demolition and replacement associated with Type G magazine construction. Site preparation, including utility installation and construction of Sentry Building. Installation of power and telecommunications equipment and intrusion detection system in Sentry Building.

Milestone 5 (Phase 3):

No construction activities or demolition associated with the existing magazines in Phase 3 can be performed until government receives Request to Terminate Existing Site Approval from NOSSA. Please allow 14 days for government to receive approval.

Work includes but is not limited to provide temporary construction access and security fencing to ensure a secure perimeter around existing magazines to remain in place during Phase 3 operations (A113, A114, Type H-001, Type G-001, and Type G-002). Demolish existing pavement East of Magazine A105 and install temporary sediment Trap 5.

Demolish existing magazines A100 to A104 and A105 to A109 including associated pavements and utilities. Construct six (6) CLWS magazines including utilities and associated pavement. Ensure Type H magazine is complete and operational and EXT-001 is empty prior to demolition and replacement of EXST-001 concrete apron. Replace EXT-001 ground ring during pavement demolition and replacement. Demolish existing Building 393 including associated utilities and pavements. Ensure power equipment and intrusion detection system have been relocated and are operational prior to demolition of Building 393.

Milestone 6 (Remainder of Work): The remainder of work not listed in the previous milestones including but not limited to work in Areas E, F, G, H, I, J, and K located on the Site Drawing Sheet C-003. Work for milestone 6 can be performed concurrently with Milestones 1 - 5.

SECTION 01 14 00 Page 3

1.3.1 Termination of Existing Magazine Operations Between Construction Phases

No construction activities or demolition associated with the existing magazines in Phases 1A, 2, and 3 can be performed until government receives Request to Terminate Existing Site Approval from NOSSA. Please allow 14 days for government to receive approval for each of the aforementioned Phases.

1.3.2 Goose Run Golf Course

The Contractor will be working within a portion of Goose Rune Golf Course. Trenching and installation of new underground utilities are to be conducted within the following time period:

a. 01 November through 30 March

Do not enter the golf course grounds without prior approval of the Contracting Officer and golf course management. All work within the golf course will require a minimum of 30 calendar day advance notice and can not proceed without written authorization from the Contracting Officer and golf course management.

1.3.3 Procedure for Blasting During Construction

Blasting operations are to be conducted in accordance with SUBASE 8020.IG and specification 31 23 06.00 BLASTING - SURFACE.

1.3.4 Time of Year Restriction on Tree Clearing and Blasting

Tree clearing and rock blasting will not be permitted during nesting times of sensitive and endangered species. Tree clearing restrictions is between April 01 and October 31, and blasting restrictions is between April 01 and October 31, due to the presence of habitat for the northern long eared and tricolored bat.

All work associated with the removal or disturbance of vegetation (tree removal, pruning, etc.) is prohibited between April 01 and October 31 of any given year. All timber removed from the project site shall become the property of the Contractor. The Contractor shall reimburse the Government for the value of the timber. The Contractor shall submit payment to the Contracting Officer by cashier's or certified check in the amount of $ 988 .00 made payable to the U.S. Treasury. Payment shall be made no less than five (5) days prior to the start of land clearing operations. See the Temporary Environmental Control specifications 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS and 31 11 00 CLEARING AND GRUBBING, paragraph 3.3.1 for additional requirements.

1.3.5 Wetland Permitting

The contractor is responsible for complying with the wetland permit as NAVFAC's representative. No work within the wetland limits is permitted (including laydown) until the wetland permit is received. A copy of approved permit is to be submitted tot he Public Works New London Environment (PW NLON EV) Division.

The contractor is responsible for completing and submitting all required monitoring and inspection reports. Any natural resource damage claim resulting from construction is the sole responsibility of the construction

SECTION 01 14 00 Page 4 contractor at no additional cost to the government. A copy of any monitoring or inspection reports require by this permit are to be submitted to the Public Works New London Environment (PW NLON EV) Division.

1.3.6 Ribbon Snake Mitigation Plan

The limits of disturbance extend into known habitat of State Protected Species. The contractor serves as the environmental monitor for this effort to ensure that the measures described in the Eastern Ribbon Snake Construction Impact Protection Plan are implemented properly. All work must be completed (and scheduled) in accordance with the contractor provided Ribbon Snake Mitigation Plan. Schedule an meeting with Public Works New London Environment (PW NLON EV) Division a minimum of 21 calendar days in advance of executing the mitigation plan to review the plan and discuss any questions/concerns that might hinder or threaten full plan compliance. The Construction Impact Protection Plan is included as an attachment to these specifications.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

Occupants of any construction trailers near the job site must be directly involved with the project construction. Administrative personnel are not permitted in job site trailers and must be located outside of all installation inhabited building distance (IBD) arcs. Any windows utilized in construction trailers must meet the criteria of OP5 para 8 - 4.1.11 .

Brake rooms must be outside the IBD as well.

1.4.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.4.1.2 Installation Access

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/Operations-and-Management/Base-Support/DBIDS/ .

No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation.

SECTION 01 14 00 Page 5

1.4.1.2.1 Registration for DBIDS

Registration for DBIDS is available at https://www.cnic.navy.mil/Operations-and-Management/Base-Support/DBIDS/ .

Procedure includes:

a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer, that provides the purpose for access, to the base Visitor Control Center representative.

b. Present valid identification, such as a passport or Real ID Act-compliant state driver's license.

c. Provide completed SECNAV FORM 5512/1 to the base Visitor Control Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/Operations-and-Management/Base-Support/DBIDS/ .

d. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, fingerprints, base restriction and several other assessments.

e. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.

1.4.1.2.2 DBIDS Eligibility Requirements

Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification.

The Government is the final authority.

1.4.1.2.3 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the Contracting Officer.

b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

(2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.4.1.2.4 One-Day Passes

Personnel applying for One-Day passes at the Base Visitor Control Office

SECTION 01 14 00 Page 6 are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.4.1.3 NCACS Identification Badges and Installation Access

Application for and use of badges will be as directed. Obtain access to the installation by participating in the Navy Commercial Access Control System (NCACS), or by obtaining passes each day from the Base Pass and Identification Office. Costs for obtaining passes through the NCACS are the responsibility of the Contractor. One-day passes, issued through the Base Pass and Identification Office, will be furnished without charge.

Furnish a completed EMPLOYMENT ELIGIBILITY VERIFICATION (DHS FORM I-9) form for all personnel requesting badges. This form is available at http://www.uscis.gov/portal/site/uscis by searching or selecting Employment Verification (Form I-9). Immediately report instances of lost or stolen badges to the Contracting Officer.

a. NCACS Program: NCACS is a voluntary program in which Contractor personnel who enroll, and are approved, are subsequently granted access to the installation for a period up to one year, or the length of the contract, whichever is less, and are not required to obtain a new pass from the Base Pass and Identification Office for each visit.

The Government performs background screening and credentialing.

Throughout the year the Contractor employee will continue to meet background screening standards. Periodic background screenings are conducted to verify continued NCACS participation and installation access privileges. Under the NCACS program, no commercial vehicle inspection is required, other than for Random Anti-Terrorism Measures (RAM) or in the case of an elevation of Force Protection Conditions (FPCON). Information on costs and requirements to participate and enroll in NCACS is available at http://www.rapidgate.com or by calling 1-877-727-4342. Contractors should be aware that the costs incurred to obtain NCACS credentials, or costs related to any means of access to a Navy Installation, are not reimbursable. Any time invested, or price(s) paid, for obtaining NCACS credentials will not be compensated in any way or approved as a direct cost of any contract with the Department of the Navy.

b. One-Day Passes: Participation in the NCACS is not mandatory, and if the Contractor chooses to not participate, the Contractor's personnel will have to obtain daily passes, be subject to daily mandatory vehicle inspection, and will have limited access to the installation.

The Government will not be responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the NCACS.

The following documents will be required to be presented for base access:

a. Verified license

b. Passport

c. Birth Certificate with SSN card

1.4.1.4 Gate Information

Contractors/Commercial vehicles must use Commercial Gate 7 (CVIS) located

SECTION 01 14 00 Page 7 separately from main gate between the hours of 5:45am - 1:30pm, Monday through Friday. Closed weekends and holidays. Phone number: 860-694-4360

1.4.1.5 No Smoking Policy

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

1.4.2 Working Hours

Regular working hours will consist of a 9 hour period, between 6:30 a.m.

and 4:30 p.m. Monday through Friday, excluding Government holidays.

1.4.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

1.4.4 Occupied and Existing Buildings

The Contractor shall be working in existing building and around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The Government will remove and relocate other Government property in the areas of the buildings scheduled to receive work.

1.4.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and security systems are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

SECTION 01 14 00 Page 8

e. Connection to Existing Sanitary Sewer Line: Provide positive verification that the existing line conveys sanitary sewer; verify line is not incorrectly connected to a storm drain. Obtain Installation's Sanitary Sewer Connection Permit 2 weeks prior to connection and in accordance with Section 33 30 00 SANITARY SEWERAGE.

1.5 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II and the following apply:

Installation Security Requirements.

1.5.1 Personnel List

Submit for approval, at least 15 days prior to the desired date of entry, an original alphabetical list of personnel who require entry into Government property to perform work on the project. Furnish for each person:

a. Name

b. Citizenship

c. Company employee works for

"I hereby certify that all personnel on this list are either born U.S.

citizens, naturalized U.S. citizens with the naturalization number shown."

Signature/Firm Name

1.5.1.1 Citizenship Requirements

Aliens are not allowed on the project site. Work under this contract is restricted to U.S. citizens.

1.6 EXPLOSIVE SAFETY TRAINING

Contractor personnel shall participate in explosive safety training set forth on the requirements of DESR 6055.09, Edition 1 , "Ammunition and Explosives Safety Standards". Coordinate with Naval Submarine Base New London on training requirements and scheduling.

Existing ordnance magazines will remain in service during construction.

Construction activities shall not impact ordnance operations.

1.6.1 Hazards of Electromagnetic Radiation to Ordnance (HERO)

All contractor personnel must adhere to HERO requirements associated with the use of mobile and hand-held transmitters. Coordinate with Naval Submarine Base New London safety personnel on training and guidance.

1.6.2 Explosive Safety Requirements

All work must be conducted in accordance with Navy Explosive Safety Requirements for working within explosive arcs and conducting blast operations. No explosives may be brought and stored on the Installation without the approval of the Installation Explosive Safety Officer.

SECTION 01 14 00 Page 9

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 14 00 Page 10

SECTION 01 45 36

SPECIAL INSPECTIONS - EARTH COVERED MAGAZINES

06/23

PART 1 GENERAL

1.1 REFERENCES

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

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2018) International Building Code

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-301-01 (2019, with Change 1, 2022) Structural Engineering

UFC 4-420-01 (2015, with Change 1, 2022) Ammunition And Explosives Storage Magazines

1.2 GENERAL REQUIREMENTS

Perform Special Inspections in accordance with the Statement of Special Inspections, Schedule of Special Inspections, Chapter 17 of ICC IBC , Structural Tests and Special Inspections of UFC 3-301-01 , and Chapter 3 and Appendix C of UFC 4-420-01 . The Statement of Special Inspections and Schedule of Special Inspections are included as an attachment to this specification. Special Inspections are to be performed by an independent third party and are intended to ensure that the work of the Prime Contractor is in accordance with the Contract Documents and applicable building codes. Special inspections do not take the place of the three phases of control inspections performed by the Contractor's QC Manager or any testing and inspections required by other sections of the specifications.

The Government anticipates performing at a minimum, structural observations for the following: Soils - Ground Improvements - Rigid Inclusions, Soils - Ground Improvement - Load Transfer Platforms, Shallow Foundations, Retaining Walls, Concrete Construction, Concrete Roof Framing, Blast Door Installation and Earth Cover Compliance

Engineer of record shall perform at a minimum, structural observations for the following: Soils - Ground Improvements - Rigid Inclusions, Soils - Ground Improvement - Load Transfer Platforms, Shallow Foundations, Retaining Walls, Concrete Construction, Concrete Roof Framing, Blast Door Installation and Earth Cover Compliance.

1.3 DEFINITIONS

1.3.1 Continuous Special Inspections

Continuous Special Inspections is the constant monitoring of specific tasks by a special inspector. These inspections must be carried out

SECTION 01 45 36 Page 1 continuously over the duration of the particular tasks.

1.3.2 Perform

Perform these Special Inspections tasks for each welded joint or member.

1.3.3 Observe

Observe these Special Inspections items on a periodic daily basis.

Operations need not be delayed pending these inspections.

1.3.4 Special Inspector (SI)

A qualified person retained by the Contractor and approved by the Contracting Officer as having the competence necessary to inspect a particular type of construction requiring Special Inspections. The SI must be an independent third party hired directly by the Prime Contractor.

1.3.5 Associate Special Inspector (ASI)

A qualified person who assists the SI in performing Special Inspections but must perform inspection under the direct supervision of the SI and cannot perform inspections without the SI on site.

1.3.6 Third Party

A Special inspector must not be an employee of the Contractor or of any Sub-Contractor performing the work to be inspected.

1.3.7 Special Inspector of Record (SIOR)

A licensed engineer in responsible charge of supervision of all special inspectors for the project and approved by the Contracting Officer. The SIOR must be an independent third party entity hired directly by the Prime Contractor.

1.3.8 Contracting Officer

The Government official having overall authority for administrative contracting actions. Certain contracting actions may be delegated to the Contracting Officer's Representative (COR).

1.3.9 Contractor's Quality Control (QC) Manager

An individual retained by the Prime Contractor and qualified in accordance with the Section 01 45 00.00 20 QUALITY CONTROL having the overall responsibility for the Contractor's QC organization.

1.3.10 Structural Engineer of Record (SER)

A registered design professional contracted by the Government as an A/E responsible for the overall design and review of submittal documents prepared by others. The SER is registered or licensed to practice their respective design profession as defined by the statutory requirements of the professional registration laws in the state in which the design professional works. The SER is also referred to as the Engineer of Record (EOR) in design code documents.

SECTION 01 45 36 Page 2

1.3.11 Statement of Special Inspections (SSI)

A document developed by the SER identifying the material, systems, components and work required to have Special Inspections. This statement is included at the end of this specification.

1.3.12 Schedule of Special Inspections (SSI)

A schedule which lists each of the required Special Inspections, the extent to which each Special Inspection is to be performed, and the required frequency for each in accordance with ICC IBC Chapter 17 and UFC 4-420-01 Appendix C. These schedules are included herein for electrical and at the end of this specification.

1.3.13 Definable Feature of Work (DFOW)

An inspection group that is separate and distinct from other inspection groups, having inspection requirements or inspectors that are unique.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

SIOR Letter of Acceptance ; G

Special Inspections Project Manual ; G

Ordnance Magazine Electrical Inspection Plan

Visual Inspection Checklist

Electrical Construction Special Inspections Report

SD-06 Test Reports

Special Inspections Daily Reports

Special Inspections Biweekly Reports

SD-07 Certificates

AISC Certified Steel Fabricator

Certificate of Compliance

Special Inspector of Record Qualifications; G

Special Inspector Qualifications; G

SD-11 Closeout Submittals

Interim Report of Special Inspections for Each DFOW; G

Comprehensive Final Report of Special Inspections; G

SECTION 01 45 36 Page 3

Electrical Construction Special Inspections Report ; G

1.5 SPECIAL INSPECTOR QUALIFICATIONS

Submit qualifications for each special inspector and the special inspector of record.

1.5.1 Steel Construction and High Strength Bolting

1.5.1.1 Special Inspector

a. ICC Structural Steel and Bolting Special Inspector certificate with one year of related experience, or

b. Registered Professional Engineer with three years of related experience

1.5.1.2 Associate Special Inspector

Engineer-In-Training with one year of related experience.

1.5.2 Welding Structural Steel

1.5.2.1 Special Inspector

a. ICC Structural Welding Special Inspector certificate with one year of related experience, or

b. AWS Certified Welding Inspector

1.5.2.2 Associate Special Inspector

AWS Certified Associate Welding Inspector

1.5.3 Nondestructive Testing of Welds

1.5.3.1 Special Inspector

NDT Level III Certificate

1.5.3.2 Associate Special Inspector

NDT Level II Certificate plus one year of related experience

1.5.4 Concrete Construction

1.5.4.1 Special Inspector

a. ICC Reinforced Concrete Special Inspector Certificate with one year of related experience, or

b. ACI Concrete Construction Special Inspector, or

c. Registered Professional Engineer with three years related experience

1.5.4.2 Associate Special Inspector

a. ACI Concrete Construction Special Inspector in Training, or

SECTION 01 45 36 Page 4

b. Engineer-In-Training with one year of related experience

1.5.5 Masonry Construction

1.5.5.1 Special Inspector

a. ICC Structural Masonry Special Inspector Certificate with one year of related experience, or

b. Registered Professional Engineer with three years of related experience

1.5.5.2 Associate Special Inspector

Engineer-In-Training with one year of related experience.

1.5.6 Verification of Site Soil Condition, Fill Placement and Load-Bearing Requirements

1.5.6.1 Special Inspector

a. ICC Soils Special Inspector Certificate with one year of related experience, or

b. NICET Soils Technician Level II Certificate in Construction Material Testing, or

c. Geologist-In-Training with three years of related experience, or

d. Registered Professional Engineer with three years of related experience

1.5.6.2 Associate Special Inspector

a. NICET Soils Technician Level I Certificate in Construction Material Testing with one year of related experience, or

b. Engineer-In-Training with one year of related experience

1.5.7 Special Inspector of Record (SIOR)

Registered Professional Engineer with five years of related experience.

1.5.8 Ordnance Magazine Electrical Special Inspections

1.5.8.1 Special Inspectors

a. Contractor’s Quality Control Manager, and

b. Government’s representative, such as the Project’s ET or Electrical Engineer

PART 2 PRODUCTS

2.1 FABRICATOR SPECIAL INSPECTIONS

Special Inspections of fabricator's work performed in the fabricator's shop is required to be inspected in accordance with the Statement of Special Inspections and the Schedule of Special Inspections unless the fabricator is certified by the approved agency to perform such work without Special Inspections. Submit the following certification to the

SECTION 01 45 36 Page 5

Contracting Officer for information to allow work performed in the fabricator's shop to not be subjected to Special Inspections.

AISC Certified Steel Fabricator .

At the completion of fabrication, submit a certificate of compliance , to be included with the comprehensive final report of Special Inspections, stating that the materials supplied and work performed by the fabricator are in accordance with the construction documents.

PART 3 EXECUTION

3.1 RESPONSIBILITIES

3.1.1 Special Inspector of Record

a. Supervise all Special Inspectors required by the Contract Documents and the ICC IBC and UFC 4-420-01 .

b. Submit a SIOR Letter of Acceptance to the Contracting Officer attesting to acceptance of the duties of SIOR, signed and sealed by the SIOR.

c. Verify the qualifications of all of the Special Inspectors.

d. Verify the qualifications of fabricators.

e. Prepare a Special Inspections Project Manual , which must cover the following:

(1) Roles and responsibilities of the following individuals during Special Inspections: SIOR, SI, ASI, General Contractor's QC Manager and SER.

(2) Organizational chart or communication plan, indicating lines of communication.

(3) Contractor's internal plan for scheduling inspections. Address items such as timeliness of inspection requests, who to contact for inspection requests, and availability of alternate inspectors.

(4) Indicate the Government reporting requirements.

(5) Propose forms or templates to be used by SI and SIOR to document inspections.

(6) Indicate procedures for tracking nonconforming work and verification that corrective work is complete.

(7) Indicate how the SIOR and SI will participate in weekly QC meetings.

(8) Indicate how Special Inspections of shop fabricated items will be handled when the fabricator's shop is not certified in accordance with paragraph FABRICATOR SPECIAL INSPECTIONS.

(9) Include a section in the manual that covers each specific item requiring Special Inspections that is indicated on the Schedule of Special Inspections. Provide names and qualifications of each

SECTION 01 45 36 Page 6 special inspector who will be performing the Special Inspections for each specific item. Provide detail on how the Special Inspections are to be carried out for each item so that the expectations are clear for the General Contractor and the Subcontractor performing the work.

(10) Make a copy of the Special Inspections Project Manual available on the job site during construction. Submit a copy of the Special Inspections Project Manual for approval.

f. Attend coordination and mutual understanding meeting where the information in the Special Inspections Project Manual will be reviewed to verify that all parties have a clear understanding of the Special Inspections provisions and the individual duties and responsibilities of each party.

g. Maintain a 3-ring binder for the Special Inspector's daily and biweekly reports and the Special Inspections Project Manual. This file must be located in a conspicuous place in the project trailer/office to allow review by the Contracting Officer and the SER.

h. Submit a copy of the Special Inspector's daily reports to the QC Manager.

i. Discrepancies that are observed during Special Inspections must be reported to the QC Manager for correction. If discrepancies are not corrected before the special inspector leaves the site the observed discrepancies must be documented in the daily report.

j. Submit a biweekly Special Inspections report until all work requiring Special Inspections is complete. A report is required for each biweekly period in which Special Inspections activity occurs, and must include the following:

(1) A brief summary of the work performed during the reporting time frame.

(2) Changes and discrepancies with the drawings, specifications that were observed during the reporting period.

(3) Discrepancies which were resolved or corrected.

(4) A list of nonconforming items requiring resolution.

(5) All applicable test results including nondestructive testing reports.

k. At the completion of each Definable Feature of Work (DFOW) requiring Special Inspections, submit an interim report that documents the Special Inspections completed for that DFOW including corrections of all discrepancies noted in the daily reports. Interim reports of Special Inspections must be signed and dated by the SIOR.

l. At the completion of the project submit a comprehensive final report of Special Inspections that documents the Special Inspections completed for the project including corrections of all discrepancies noted in the daily reports. The comprehensive final report of Special Inspections must be signed, dated and bear the seal of the SIOR.

SECTION 01 45 36 Page 7

3.1.2 Quality Control Manager

a. Maintain a rework items list that includes discrepancies noted on the Special Inspectors daily report.

b. Perform inspections and witness all electrical testing required for Electrical Construction Special Inspections and maintain electronic files and a 3-ring binder for the documentation of these inspections.

Documentation for Electrical Construction Special Inspections is detailed in paragraph 3.2 ELECTRICAL SPECIAL INSPECTIONS FOR ORDNANCE

MAGAZINES.

3.1.3 Special Inspectors

a. Inspect all elements of the project for which the special inspector is qualified to inspect and are identified in the Schedule of Special Inspections.

b. Attend preparatory phase meetings related to the Definable Feature of Work (DFOW) for which the special inspector is qualified to inspect.

c. Submit daily reports to the SIOR

3.2 ELECTRICAL SPECIAL INSPECTION FOR ORDNANCE MAGAZINES

Electrical special inspections for ordnance magazines are listed within the attached Schedule of Special Inspections for UFGS 01 45 35 SPECIAL INSPECTIONS and are described in the following paragraphs. All electrical inspections will be performed by the Contractor's QC Manager and the Government jointly. The Contractor will perform all electrical tests listed for Ordnance Magazines in Section 26 20 00 INTERIOR DISTRIBUTION SYSTEM and in Section 26 41 00 LIGHTNING PROTECTION SYSTEM under the direct observation of the Contractor's QC Manager and Government. The Contractor will provide daily reports for each electrical test completed that day, including photographic documentation and continuity test results for each inspection point tested, to the Contractor's QC Manager.

Discrepancies that are observed during Special Inspections must be reported by the QC Manager for correction. If discrepancies are not corrected, the observed discrepancies must be documented in the daily report.

Submit an Ordnance Magazine Electrical Inspection Plan to the Construction Manager prior to commencement of construction. The Electrical Inspection Plan must include the facility sketch, grounding system test points lists from the Ordnance Magazine Electrical Test Plan developed for Section 26 20 00 INTERIOR DISTRIBUTION SYSTEM, lightning protection system test points lists from the Lightning Protection and Grounding System Test Plan developed for Section 26 41 00 LIGHTNING PROTECTION SYSTEM, visual inspection checklist, and a preliminary inspection schedule.

3.2.1 Visual Inspection Checklist

Submit a Visual Inspection checklist of components requiring visual inspections. Separate the checklist into major grounding systems. On each major grounding system section of the checklist provide fields to identify the inspection date, building inspected, inspectors, and grounding system group to be inspected.