Ft_Drum Runway Lighting Repair RTA Specs 25 Apr 25.pdf

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Construction of Wheeler Sack Army Airfield (WSAAF) Lighting Upgrade Fort Drum, NY
Solicitation number
W912DS25RA003
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About this file

This document is a Request for Proposal (RFP) Specification for the Fort Drum Wheeler-Sack Army Airfield (WSAAF) Runway Lighting Repair project. The contract involves comprehensive infrastructure upgrades at the airfield, including replacing deteriorated Runway 03-21 lighting, full depth reconstruction of shoulder pavement, reconstruction of the southern 1,400 feet of the runway, replacement of runway end and approach lighting, visual NAVAID infrastructure, signage, and construction of a new Airfield Lighting Vault. The project will also replace airfield lighting controls in multiple locations and includes electrical, mechanical, and civil work.

The contract is valued between $25 million and $100 million, with a total project duration of 852 calendar days. The work will be performed at the Wheeler-Sack Army Airfield located at the Fort Drum Military Installation in Jefferson County, New York. Key technical requirements include developing an approved concrete pavement mix design, maintaining airfield operations during construction, and following strict special inspection and quality control protocols. The project is being executed by the U.S. Army Corps of Engineers, New York District, under contract number W912DS-21-D-0003 with task order W912DS23F0103.

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CUI

ATTENTION

Use this space to indicate categories, limited dissemination controls, special instructions, points of contact, etc., if needed.

ATTENTION

All individuals handling this information are required to protect it from unauthorized disclosure.

Handling, storage, reproduction, and disposition of the attached document(s) must be in accordance with 32 CFR Part 2002 and applicable agency policy.

Access to and dissemination of Controlled Unclassified Information shall be allowed as necessary and permissible to any individual(s), organization(s), or grouping(s) of users, provided such access or dissemination is consistent with or in furtherance of a Lawful Government Purpose and in a manner consistent with applicable law, regulations, and Government-wide policies.

Standard Form 901 (11-18) Prescribed by GSA/ISOO | 32 CFR 2002

CUI

CUI//FEDCON/NOFORN FINAL RTA SUBMITTAL

Fort Drum WSAAF Runway Lighting Repair 25 April 2025

THIS PAGE INTENTIONALLY LEFT BLANK

CUI//FEDCON/NOFORN

RTA Specifications

Runway 03-21 Airfield Lighting Repair Project Wheeler-Sack Army Airfield, Fort Drum, New York

U.S. Army Corps of Engineers, New York District Contract #: W912DS-21-D-0003 Task Order #: W912DS23F0103

Controlled By: USAG Fort Drum DPW Controlled BY: AMIM-DRP-G CUI Categories: PHYSEC/CTI Distribution Statement: FEDCON/NOFORN Point of Contact: Ryan Churchill, P.E., 315-608-1119

April 25, 2025

ALL INDIVIDUALS HANDLING THIS INFORMATION ARE REQUIRED TO PROTECT IT FROM UNAUTHORIZED DISCLOSURE.

HANDLING, STORAGE, REPRODUCTION AND DISPOSITION OF THE ATTACHED DOCUMENT(S) MUST BE IN ACCORDANCE

WITH 32 CFR PART 2002 AND APPLICABLE AGENCY POLICY. ACCESS TO AND DISSEMINATION OF CONTROLLED UNCLASSIFIED INFORMATION SHALL BE ALLOWED AS NECESSARY AND PERMISSIBLE TO ANY INDIVIDUAL(S), ORGANIZATION(S) OR GROUPING(S) OF USERS, PROVIDED SUCH ACCESS OR DISSEMINATION IS CONSISTENT WITH OR IN FURTHERANCE OF A LAWFUL GOVERNMENT PURPOSE AND IN A MANNER CONSISTENT WITH APPLICABLE LAW, REGULATIONS AND GOVERNMENT-WIDE POLICIES.

4/23/2025

4/23/2025

4/24/25

THIS PAGE INTENTIONALLY LEFT BLANK

Fort Drum WSAAF Runway Lighting Repair

PROJECT TABLE OF CONTENTS Page 1

RTA FINAL SUBMITTAL

25 April 2025

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

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

ATTACHMENT – EXCAVATION PERMIT POLICY

01 14 00 11/22, CHG 1: 02/23 WORK RESTRICTIONS

ATTACHMENT – ENDANGERED SPECIES ACT

01 30 00 11/20, CHG 3: 08/23 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 08/23 PROJECT SCHEDULE

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

SUBMITTAL REGISTER

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

ATTACHMENT – CHECKLIST -

SUSTAINABILITY REPORT CARD 100%

01 35 13 11/20, CHG 1: 02/22 SPECIAL PROJECT PROCEDURES

01 35 26 05/24 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19, CHG 1: 08/23 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 08/23 QUALITY CONTROL

01 45 00.15 10 11/23 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 20.00 18 NY Dist. July 2018 TESTING FOR MECHANICAL AND ELECTRICAL

SYSTEMS

01 45 35 11/20 SPECIAL INSPECTIONS

ATTACHMENT – STATEMENT OF SPECIAL

INSPECTIONS

ATTACHMENT – SCHEDULE OF SPECIAL

INSPECTIONS

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

CONTROLS

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

ATTACHMENT – LETTER OF AUTHORIZATION

FOR AIRFIELD LIGHTING

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

ATTACHMENT – SIGNS – MILITARY

PROJECTS

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

ATTACHMENT - AIRFIELD LIGHTING ONE-

LINE DIAGRAM

01 78 23 05/23 OPERATION AND MAINTENANCE DATA

01 78 24.00 10 05/23 FACILITY DATA REQUIREMENTS

01 91 00.15 05/23, CHG 2: 11/23 BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION

02 61 13 02/10, CHG 1: 02/21 EXCAVATION AND HANDLING OF

CONTAMINATED MATERIAL

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 6: 11/23 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

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

PROJECT TABLE OF CONTENTS Page 2

DIVISION 05 - METALS

05 05 20

05 05 23.13

05/22

08/18

POST-INSTALLED CONCRETE AND MASONRY

ANCHORS

ULTRASONIC INSPECTION OF WELDMENTS

05 05 23.16 08/18 STRUCTURAL WELDING

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

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

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

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

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

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 08/23 BITUMINOUS DAMPPROFFING

07 21 13 08/23 BOARD AND BLOCK INSULATION

07 21 16 08/23 MINERAL FIBER BLANKET INSULATION

07 22 00 08/23 ROOF AND DECK INSULATION

07 27 10 08/23 BUILDING AIR BARRIER SYSTEM

07 41 13 05/11, CHG 4: 02/21 METAL ROOF PANELS

07 42 63 05/11, CHG 4: 08/20 FABRICATED WALL PANEL ASSEMBLIES

07 54 24 01/25 THERMOPLASTIC POLYOLEFIN (TPO)

ROOFING

07 60 00 08/23 FLASHING AND SHEET METAL

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

07 92 00 08/23 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE

ATTACHMENT – DOOR HARDWARE

SCHEDULE

08 91 00 08/20 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 08/24 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 62 38 08/17, CHG 1: 08/18 STATIC-CONTROL FLOORING

09 90 00 02/21 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

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

10 14 00.20 08/20 INTERIOR SIGNAGE

10 44 16 11/19 FIRE EXTINGUISHERS

DIVISION 22 - PLUMBING

22 00 00 05/24 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 04/06, CHG 1: 05/15 MECHANICAL SOUND, VIBRATION, AND

SEISMIC CONTROL

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

23 01 30.41 05/22 HVAC SYSTEM CLEANING

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

23 05 15 05/22 COMMON PIPING FOR HVAC

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

PROJECT TABLE OF CONTENTS Page 3

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 08 00 05/23 COMMISSIONING OF 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 09 93 11/15 SEQUENCES OF OPERATION FOR HVAC CONTROL

23 23 00 08/21 REFRIGERANT PIPING

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

23 81 00 05/24 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 83 00.00 20 04/06 ELECTRIC SPACE HEATING EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.21 05/21, CHG 1: 08/23 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS - FIRE AND LIFE SAFETY

25 05 11.23 05/21, CHG 1: 08/23 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS - BUILDING CONTROL

SYSTEM

25 05 11.26 05/21, CHG 1: 08/23 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS - AIRFIELD LIGHTING

CONTROL SYSTEM

25 05 11.27 05/21, CHG 1: 8/23 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS – UTILITY CONTROL

SYSTEM

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

(UMCS) FRONT END AND INTEGRATION

DIVISION 26 - ELECTRICAL

26 05 48 11/23 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 05 73 08/23 POWER SYSTEM STUDIES

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

26 12 19.10 05/19, CHG 2: 11/23 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED

TRANSFORMERS

26 12 21 11/22, CHG 1: 11/23 SINGLE-PHASE PAD-MOUNTED TRANSFORMERS

26 13 01 08/13, CHG 1: 02/20 PAD-MOUNTED DEAD-FRONT AIR INSULATED

SWITCHGEAR

26 20 00 08/23 INTERIOR DISTRIBUTION SYSTEM

26 24 13 08/21 SWITCHBOARDS

26 27 13.10 30 10/07, CHG 2: 08/18 ELECTRIC METERS

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 08/23 LIGHTNING PROTECTION SYSTEM

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

26 56 00 08/21 EXTERIOR LIGHTING

26 56 20 02/19 AIRFIELD AND HELIPORT LIGHTING AND

VISUAL NAVIGATION AIDS

PROJECT TABLE OF CONTENTS Page 4

DIVISION 27 - COMMUNICATIONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 08/20 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 08/23 EARTHWORK

31 05 19.13 02/21 GEOTEXTILES FOR EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 11.51 11/23 PAINT REMOVAL FROM AIRFIELD PAVEMENTS

32 01 18.71 11/23 GROOVING OF AIRFIELD PAVING

32 01 19.61 11/19 SEALING OF JOINTS IN PAVEMENTS

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

NON-AIRFIELD PAVING

32 11 23 05/22 GRADED CRUSHED AGGREGATE BASE COURSE

FOR AIRFIELD PAVING

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 11/20, CHG 1: 05/22 ASPHALT PAVING FOR AIRFIELDS

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 13 14.13 11/22 CONCRETE PAVING FOR AIRFIELDS AND

OTHER HEAVY DUTY PAVEMENTS

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

PADS

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

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

DIVISION 33 - UTILITIES

33 01 50.31 02/20 LEAK DETECTION FOR FUELING SYSTEMS

33 05 23.13 11/19 UTILITY HORIZONTAL DIRECTIONAL DRILLING

33 08 55 08/19 FUEL DISTRIBUTION SYSTEM START-UP (NON-

HYDRANT)

33 09 52 11/18 FUEL PUMP CONTROL AND ANNUNCIATION

SYSTEM (NON-HYDRANT)

33 11 00 02/18, CHG 2: 11/23 WATER UTILITY DISTRIBUTION PIPING

33 46 16 05/18 SUBDRAINAGE PIPING

33 47 13 11/14, CHG 2: 11/15 PVC LINERS

33 52 40 11/18, CHG 2: 11/20 FUEL SYSTEMS PIPING (NON-HYDRANT)

33 56 10 05/19, CHG 1: 11/20 FACTORY-FABRICATED FUEL STORAGE TANKS

33 57 55 11/18, CHG 1: 11/20 FUEL SYSTEM COMPONENTS (NON-HYDRANT)

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

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

ATTACHMENT – TELECOMMUNICATIONS OUTSIDE

PLANT PLANNING AND DESIGN CRITERIA

-- End of Project Table of Contents --

SECTION 01 11 00

SUMMARY OF WORK

08/15, CHG 2: 08/21

PART 1 GENERAL

1.1 FAR 52.211-10, Commencement, Prosecution and Completion of Work

a. The Contractor is required to (i) commence work under this contract within 5 calendar days after the date the Contractor receives the notice to proceed, (ii) prosecute the work diligently, and (iii) complete the entire work ready for use not later than 852 calendar days after the date the Contractor receives the notice to proceed. The time stated for completion must include the final cleanup of the premises. (FAR 52.212-3)

b. All work shall be in accordance with the drawings and specifications or instructions attached hereto and made a part thereof, or to be furnished hereafter by the Contracting Officer and subject, in every detail, to his supervision, direction, and instructions.

c. The Contractor must furnish all labor, materials, equipment, and services for the following work as described in the construction documents.

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 information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Excavation Permits; G

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The work includes replacement of deteriorated Runway 03-21 lighting, full depth reconstruction of shoulder pavement for Runway 03-21, reconstruction of the southern 1,400 feet of Runway 03-21, replacement of runway end lighting and approach lighting in the area of the runway pavement replacement, replacement of visual NAVAID infrastructure for Runway 03-21, replacement of signage for Runway 03-21, replacement of Building 2067 with a new Airfield Lighting Vault, replacement of Airfield Lighting Controls (in the ATCT, Base Operations Office, and AFLV), Runway 03-21 approach lighting, airfield lighting for Runway 15-33, North Ramp lighting, and incidental related work.

This work includes the development of an approved concrete pavement mix design as detailed in Section 32 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY PAVEMENTS. This process requires a minimum of 135 calendar days to complete if progressed without interruption or

SECTION 01 11 00 Page 1 re-testing. Section 01 30 00 ADMINISTRATIVE REQUIREMENTS paragraph 1.13 requires submittal of the Contractor's preliminary schedule including detailed description of proposed schedule for development of the approved concrete mix design. Note that a six-month interim CPARS rating will be issued based on the Contractor's success in delivering an approved mix design against the approved preliminary schedule.

1.3.2 Location

The work is located at the Wheeler-Sack Army Airfield, located at the Fort Drum Military Installation, in Jefferson County, NY. The site of the work is on a U.S. military reservation and all rules and regulations issued by the Commanding Officer covering general safety, security, and sanitary requirements, etc., must be observed by the Contractor. The exact location is as depicted on the contract plans.

1.4 OCCUPANCY OF PREMISES

ATC, base operations building, and the existing AFLV building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

All airfield pavements, runways, taxiways, and aprons must be open and operational during Phase 1 of construction. Temporary closures of airfield pavements are permitted only when specified work mandates closure of a runway, taxiways, or apron and is coordinated by the contractor in advance with the installation through the COR.

1.5 DFARS 236.204, Disclosure of the Magnitude of Construction Projects

This project is estimated to be between $25,000,000 to $100,000,000.

1.6 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

c. The responsibility for damage to the permanent work must be as set forth in the article of the contract clause entitled "PERMITS AND RESPONSIBILITIES". However, if in the judgment of the Contracting Officer, the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, severe coastal storm or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor must make the repairs as ordered by the Contracting Officer and full compensation

SECTION 01 11 00 Page 2 for repairs will be made at the applicable Contract unit or lump-sum prices as fixed and established in the Contract. If, in the opinion of the Contracting Officer, there are no Contract unit or lump sum prices applicable to the work, an equitable adjustment, pursuant to Contract Clause entitled CHANGES, will be made as full compensation for the repairs of that part of the permanent work for which there are not applicable Contract unit or lump-sum prices. Except as herein provided, damage to all work, utilities, materials, equipment, and plant, including temporary construction and utilities, pavements, and other property along the routes used by the Contractor's pipelines and land vehicles, must be repaired to the satisfaction of the Contracting Officer, the State of New York, and the utilities companies, at the Contractor's expense regardless of the cause of such damage.

1.7 LOCATION OF UNDERGROUND UTILITIES

Obtain excavation permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 10 business days prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify horizontal and vertical location of all existing utilities indicated on contract drawings or marked in the field, within area of work, prior to completing any excavation work.

Contractor must comply with the Garrison Policy Memorandum 23-11, Excavation Permits (20 Jul 23) attached following this specification section.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities or utilities are discovered, whether marked or unmarked. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.7.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.8 RECYCLED MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be recycled remain the property of the Government. Metal materials for recycling shall remain the property of the government. The government will provide, and pickup roll off dumpsters, for contractor to segregate and itemize items for metal recycling.

1.9 SPARE PARTS

Contractor to provide and transfer to the Government (prior to final acceptance of completed work) no less than 10% of all lighting fixtures specified on this project for future use as spares (by type and size) and

SECTION 01 11 00 Page 3 in all applicable lens colors.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 4

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, FORT DRUM

1780 RESTORE HOPE DRIVE

FORT DRUM, NEW YORK 13602-4200

AMIM-DRG-ZA 20 July 2023

MEMORANDUM FOR SEE DISTRIBUTION

SUBJECT: Garrison Policy 23-11, Excavation Permits

1. References:

a. 16 NYCRR (New York State Rules and Regulations), part 753, 4 January 2012.

b. Army Regulation (AR) 380-49, Industrial Security Program, 20 March 2013.

2. Supersession: This memorandum supersedes and replaces Garrison Policy 21-11, Excavation Permits, 23 July 2021.

3. Purpose: Establish local policies and procedures regulating and requiring the use of excavation (digging) permits on Fort Drum.

4. Concept: Every excavation on the installation has impacts to safety, environment, and operations. New York State law mandates coordination with subsurface utilities prior to start of excavation. Fort Drum extends the requirements of the New York State law to cover the utilities owned and operated by the installation and all the land owned by the Department of the Army and managed by the Fort Drum Garrison.

5. Applicability: This policy applies to all commands, contractors, tenant organizations, and all directorates located on or working within the Fort Drum training areas, and installation boundary.

6. General: The primary purpose of this policy is to establish a uniform set of rules for excavation permits. A utility strike affects life, health, safety, security, and preparedness.

The excavation permitting process is the only authorized method for assessing risks.

Failure to comply with the requirements of this policy will invoke an immediate ‘stop work’ order until compliance is verified.

a. 16 NYCRR (New York Codes, Rules and Regulations) Part 753, applies to all excavations within the boundaries of Fort Drum. This policy contains requirements in addition to, but not in conflict with, 16 NYCRR Part 753..

b. Several agencies on Fort Drum are involved in approving an excavation permit application. No excavation can begin on Fort Drum without an approved excavation permit, except for an emergency permit as described in paragraph 9e. For projects with

AMIM-DRG-ZA

SUBJECT: Garrison Policy Memorandum 23-11, Excavation Permits a government employee as the Project Manager (PM), the PM or designated Construction Control Representative (Con Rep) will issue the completed permit to the contractor.

7. An excavation is any intrusion into the surface of the earth. This includes, but is not limited to, the placement of tent pins, excavation for utility lines, and excavation for foundation elements for outdoor recreational devices, antennas, utilities, and buildings.

Hand excavation with hand tools and vacuum excavation that is no more than 12 inches into the ground is allowed without a permit. Unpermitted hand and vacuum excavation shall stop if a utility line is uncovered.

a. Within the cantonment areas, driving stakes, pins, or rods are considered to be excavation and requires an excavation permit.

b. In the range area, an excavation permit is required for any intrusion into the surface of the earth at any fixed training facility (range proper) and within 50 feet from the edges of any range road. In the training area an excavation permit for areas that are more than 50 feet from the edges of the road and outside a fixed training facility (range proper) is not required.

8. The Fort Drum Excavation Permit Process is automated through the Web-based Excavation Permit Application (WEPA) at https://mapsrus.drum.army.mil/wepa.html.

This application directs the collection of information and routes permit requests to approving officials. This policy formalizes the requirements and provides guidance on the data to be collected. WEPA is served through the Fort Drum Intranet and is not available on the Internet. Access is limited to Common Access Card (CAC) holders with a Fort Drum installation campus area network account. Project Managers may recommend contractors for CAC and network access in accordance with the requirements of AR 380-49 (Industrial Security Program). Refer to Garrison Policy Memorandum 21-20, Common Access Card Credentialing for Eligible Department of Defense (DoD) and Other Federal Contractors. For contracts valued at less than $250K, government employees may administratively enter the permit request on behalf of contractors but shall not be named as the requestor on the permit. Any CAC holder with Fort Drum computer network access rights may make a permit request through the website.

9. The following requirements apply to every excavation permit requested on Fort Drum:

a. The UDig NY Program must be contacted in accordance with 16 NYCRR Part 753 before applying for a Fort Drum excavation permit. The ticket number provided by the UDig NY Program is required by WEPA before an excavation permit request may be submitted. For commercial telephone companies, cable TV providers and the Development Authority of the North Country (DANC), UDig NY will contact those entities, mark the construction site, and locate utilities. To create a new ticket call 1-800-

962-7962 or 811 or access through the internet at https://www.udigny.org/. The requestor shall maintain a copy of official communications from the UDig NY Program pertaining to each excavation request.

b. For entities other than those identified in paragraph 9.a, and as stated in 16 NYCRR Part 753, the excavator is responsible for outlining the anticipated excavation area with white markings prior to submitting an excavation permit application.

Government utility locators will then locate utilities within the excavation area and up to 15 feet beyond the excavation area. The area drawn by the requestor in its permit request shows the general location of excavation but is not the official excavation area.

Requests to locate utilities and mark areas beyond 15’ of the excavation limits will be disapproved. The official excavation area will be identified in the approved permit.

c. Fort Drum personnel that approve excavation permits have ten (10) business days from the date of receipt of the request to approve each permit. Excavation is not authorized until after the permit has been issued.

d. Any disapproval of a permit application stops the permit process and requires submission of a new permit application.

e. An emergency excavation permit is available only to the Public Works Operations and Maintenance Division, Public Works Environmental Division and Network Enterprise Center (NEC). An emergency is defined as a break in utility service to a facility on the installation where immediate excavation is required to respond to and mitigate a spill and/or effect repairs. Supervisors of these organizations have unilateral approval authority for excavations outside the normal duty day. Permit application and approval may be retroactive. Verbal approvals shall be noted in subsequent approval documentation.

f. Approved excavation permits are emailed to the requestor by the government PM, or other Government Official if no government PM has been assigned. Excavation permits are considered issued when all required approvals are obtained, and the signed permit is sent to the requestor via e-mail.

g. Excavation permits are valid for starting excavation for thirty (30) calendar days from the date of issuance. The excavation permit remains valid until the work is completed or until work ceases on the site for 30 consecutive calendar days, whichever occurs first. If additional work is required in an area where the permit has expired or work has previously been completed, then another permit shall be requested unless the requestor has maintained utility markings and is granted written authorization by the PM or government designated representative overseeing the project, and it is documented with a new Certification of Verification of Utility Markings (Enclosure 1).

h. Requestors shall hard stake utility markings in all unpaved areas and shall survey and maintain all utility markings in paved and unpaved areas prior to beginning construction activities. Contractors are required to maintain all utility markings through completion of the project. It is the contractor’s responsibility to replace all utility markings that are damaged, removed, or destroyed within the limits of the excavation permit boundary. Requestors that fail to maintain utility markings during the period of construction will have their excavation permit revoked, will be required to stop work, and will have to request and receive a new excavation permit prior to resuming work.

Government costs for remarking utilities resulting from the contactor’s failure to maintain utility markings, expiration of the permit or permit revocation will be charged to the contractor in the form of a contract modification crediting those costs back to the government.

i. Prior to a requestor starting excavation work, the requestor shall schedule a site meeting with the government’s Con Rep, or designated representative, as applicable.

At the meeting the requestor shall inspect and certify to the government that all utilities for the excavation permit are properly marked. The requestor shall complete and sign the Fort Drum Excavation Permit – Certification of Verification of Utility Markings (Enclosure 1) and forward it to the government representative that witnessed the inspection; if acceptable, the government representative will sign the certification. The completed certification and approved excavation permit will then be issued by the government.

j. The approved excavation permit shall be carried by the requestor/excavator at the dig site and shall be presented when requested by any government representative.

Failure to provide an approved excavation permit is a life, health, safety violation and requires the excavator to immediately cease any mechanical excavation until the contractor can demonstrate approval for the excavation.

k. If the proposed work lines are within five (5) feet of utility markings, then the excavator is expected to hand dig or vacuum excavate to verify depth and position of the indicated utilities. Failure to locate the utilities within five (5) feet of either side of where they are indicated shall halt further excavation until the area is cleared by the owner of the utility.

l. The requestor is liable for repairs to any utilities damaged by its work, regardless of the condition or accuracy of above ground markings.

10. WEPA is not a project approval process. An excavation permit shall not be requested unless the project has been approved by the appropriate authority. Housing residents must coordinate with Fort Drum Mountain Community Homes (FDMCH).

Soldiers will coordinate with their chain of command. Any contractor questions regarding excavations shall be coordinated through the PM and Contracting Officer

Representative (COR) before applying for an excavation permit. For contracted work, the government contract number shall be provided.

11. The point of contact for this policy is Mr. Richard Bator, Chief, Engineering Plans and Services Division, at (315) 772-7911, or richard.j.bator.civ@army.mil.

2 Encls MATTHEW R. MYER Colonel, IN Garrison Commander

1. Fort Drum WEPA Instructions

2. Excavation Permit Application Checklist

DISTRIBUTION: A

F O R T D R U M N Y

Web Excavation Permit Application (WEPA) Instructions

Public Works Fort Drum NY 4205 Po Valley Rd

Fort Drum, NY 13602 Fort Drum IGI&S Team usarmyftdrumusagigis@army.mil

ENCLOSURE 1

Table of Contents Web Excavation Permit Application (WEPA) What to Know Before Submission

UDIG-NY/811

Ground Markings Timeline Government Contracts

Before getting started How to Request a Permit in WEPA

To Submit a New Application Viewing and Editing Previous Permits

Viewing Previous Permits Update Previous Permit Managing Attachments

View Statistics Searching for Locations

Finding a Building Finding a Range, Training Area or Road Finding a Location by Coordinates

Questions about your permit application or need immediate assistance?

W E B E X C A V A T I O N P E R M I T A P P L I C A T I O N ( W E P A )

Web Excavation Permit Application (WEPA)

EPA (Web Excavation Permit Application) is an online tool used to place a request for a dig permit on Fort Drum. This tool streamlines the dig permit requesting process and allows for faster approval.

What to Know Before Submission Prior to requesting a permit via WEPA there are a few things to know and remember. A copy of the final permit must be on site and ready to be presented on demand by any government representative.

UDIG-NY/811

Before requesting a dig permit through WEPA you must contact UDIG-NY/811 in accordance with New York State law. They can be reached at 1-800-272-4480 or online at https://udigny.org/

A New York permit id number must be entered before WEPA will allow you to proceed.

Ground Markings The requestor/contractor will be responsible for marking the area of excavation in white prior to the Fort Drum locator team arrival and be available or onsite during the Fort Drum locating and marking process.

The requestor/contractor will also be responsible for maintaining the markings throughout the excavation project.

Timeline A WEPA request may take up to 10 business days to process. The final permit will be valid for 30 calendar days. Within that time, you must start the excavation. If additional days are required, you must request a new permit.

Government Contracts If your permit request is for a government contract, you must submit your contract number and project manager’s information on the WEPA form.

W https://udigny.org/

W E B E X C A V A T I O N P E R M I T A P P L I C A T I O N ( W E P A )

Before getting started While working through this guide you will find various colored text and boxes to better describe the areas of the form. For example, the following text will be colored the same as the boxes on the image below to easier find the area of the image being described.

Global Search Bar

Toolbar

How to Request a Permit in WEPA

Note: The Web Excavation Permit Application (WEPA) is only available from within the Fort Drum intranet to CAC enrolled users and cannot be reached from outside the installation.

The web address is https://mapsrus.drum.army.mil/wepa

To Submit a New Application Under the “Web Excavation Permit Applications” portion of the “Tools” tab click the “New Application” icon.

Next, please read the customer agreement and check the box if you agree. Click “Continue” to proceed.

https://mapsrus.drum.army.mil/wepa

The next step is to select whether this is a “New Permit (Blank)” or “New Permit (Copy a previous permit)”.

The copy-a-previous-permit function will allow you to copy information such as your requestor and excavator information, excavation details, NY Permit ID and excavation boundary to a new permit. You can do this by typing in a previous permit ID or clicking the drop down box to display your last five permits. This is very handy for re-submitting a previous permit that may have been denied, or needs to be re-submitted after the 30 day timeline. It is also useful in copying the requestor and excavator information so that you don’t have to retype your details each time.

Next, please input your New York permit ID.

Moving on, please select your permit type.

• Standard- Most permits requires this routing

• Satellite Dish- Special reduced routing for housing

• Emergency- Only to be used during emergency situations and by maintenance shops and Environmental

The next step will be to draw your excavation area on the map. You can use the toolbar tools such as “Pan”, “Zoom In” and “Zoom Out” or the mouse wheel and left mouse click to navigate the map. If you are searching for a building, road, range or training area then you can use the “Find Building” tool, the “Global search bar” or “Plot Coordinates”. For more information on finding locations on the map see the Searching for Locations section.

Drawing your excavation area-

To create the permit area you may draw a polygon, line or point. Lines and points will require a buffer distance in feet to draw. Typically, the polygon tool will suffice for most inputs.

Select the drawing mode you would like to use and click “Draw Shape”. Draw a polygon on the map that represents the area boundary of the excavation site. Single click for each corner of the polygon and double-click to stop drawing.

Multiple excavation sites may be drawing on the map, allowing you to apply for multiple permits at once.

Each shape drawn on the map will be a submitted as a separate permit.

When you have drawn your excavation site click “Draw Shape” again if you are submitting multiple excavation sites or “Continue” if you are done.

Next, please fill out the requestor and excavator information forms. The requestor is the person asking for the excavation permit. NOTE: The person transcribing the request is NOT the requestor unless they are the party responsible for the excavation.

Next, provide the excavation specifics. Remember, if your dig permit is associated with a contract you must put the contract number and Project Manager’s contact information.

Finally, review your application summary, to ensure complete and accurate information. Click “Submit Application” if information is correct otherwise click “back” to make any changes.

After your application is submitted you will be asked if you would like to submit attachments, this option is available as an edit to your submission. You can submit CAD, PDF and JPG files not to exceed 10MB.

Attachments should only be included if necessary in aiding the permit approval process. Click “Ok” to submit Attachments or “Cancel” to skip. Please see the Managing Attachments section for how to submit an Attachment, after submitting an application.

Viewing and Editing Previous Permits Viewing Previous Permits To view previously submitted permits click the “View My Permits” icon.

The “Search for Permit” form will appear with three choices to search by. You can search by “My Applications”, “Permit ID” and “Requestor Name”.

Searching by Permit ID and Requestor Name, you simply select the appropriate criteria and type in the permit id or requestor name and click “Search”. Selecting my applications will show your requested permits.

Once the search has been applied you will see the “Permits” box.

From here you can see the permit id, status, request date and other information.

If the permit is pending you can highlight the permit and select “Status” to view which disciplines have approved your permit.

To view the permit area on the map and see the details, select a permit from the list and click “Select Permit”. The map will zoom to and highlight the permit area of the selected permit id.

On the left hand side of the screen under “Description” you can view the details for the selected permit.

A few options available at this point can be found as hyperlinks (blue text). From here you can also “view the status”, “view or submit attachments”, “print permit” (pending or approved) and “Update Information”. If you’re permit is not approved yet, you can update the information on the permit. Please see the next section for updating previous permits.

Update Previous Permit Once a permit is submitted and awaiting approval you can still update the permit information. Updating the excavation boundary is not allowed, you must submit a new application if this is the case.

The “Update Information” link allows you to update only the contact information, such as the requestor, excavator or project information.

Managing Attachments After submitting the application select the permit as described in the Viewing Previous Permits section and click “View or Submit Attachments”.

The File Attachments form will launch. To add a new attachment click “Browse” and navigate to the file you would like to attach, highlight the file then click “Open”. Additionally, you can enter a “Document Description”. After you are done attaching the document and entering a description then click “Add Document” to finalize it. Note: files are limited to 10MB in size and the format must be PDF, Photo files (JPG, BMP, PNG etc.) and CAD files (DGN, DWG etc.).

To delete an attachment you will follow the same workflow for submitting except you will highlight the attachment and click “Delete Document”.

To view an attachment select the permit for viewing as described in the Viewing Previous Permits section and then clicking “View or Submit Attachments”. A hyperlink (blue text) of all submitted attachments will be available. Click the hyperlink of the respective permit you wish to view and it will be opened in a new browser window.

View Statistics The “View Statistics” workflow in WEPA allows you to run a usage report for a given time period.

To generate a usage report click the “View Statistics” icon. Select a “time period” and then a “Report Type”.

Finally, click “Generate Report”.

After the report is generated you will see a box stating that your report is ready. Click the hyperlink (Blue text) to open your report in a new window. The report will give you statistics for the amount of permits requested, approved and disapproved, the amount of each type of permit applied for, how many are currently pending and what type of permits the pending ones are.

Searching for Locations If you are not too familiar with the installation, tools are available to find a particular building, range, training area or a specific area with coordinates to aid you in finding your excavation area on the map.

Finding a Building To find a building on the installation simply launch the “Find Building” icon.

A form will launch on the left hand side of the screen called “Search Buildings by ID”. Start typing the building number you are looking for, as you type the box will drop down with a filtered list of available numbers that meet your search criteria. Select a number from the list and click “Search”. The map will select and zoom to the building.

Finding a Range, Training Area or Road To find a Range, Training Area or Road on the installation you can use the “Global Search” box in the upper right hand corner of the screen.

Simply type in the road name, training area number or range number and a “Search Results” box will appear on the left hand side of screen. Click the corresponding search term from the list of results and the map will zoom it.

Finding a Location by Coordinates The “Plot Coordinates” tool allows you to input coordinates to display on the map by entering them or clicking a specific location on the map.

After clicking the “Plot Coordinates” icon the plot coordinates window will open on the left hand side of the screen. You can change the “Coordinate System” under the drop down (available coordinate systems include MGRS, Lat/Long, and NYS Plane). Coordinates can now be typed in to the box and click “Add” to plot on the map. Alternatively, you can click the map to plot coordinates. Click the “Add Another Coordinate” button at the bottom to add a new input box if they have all been removed. Note: if you type in your own coordinate you must pan or zoom in and out to refresh the map for the coordinate to appear.

Questions about your permit application or need immediate assistance?

Customer/Agency Point of Contact

Email Phone (315)

Family, Morale, Welfare and Recreation

(FMWR)

Kim Irey (primary) kimberley.a.irey.naf@mail.mil 772-3096

Troop Construction David Huston (primary) david.m.huston.civ@army.mil 772-5093

Troop Construction (Cantonment) Division Engineer (primary)

774-2706

Troop Construction (Cantonment) Rick Medeiros ricardo.c.medeiros.civ@army.mil 772-1467

Troop Exercises (Range) Bill Mandigo (primary) william.b.mandigo4.civ@army.mil 772-5595

Troop Exercises (Range) Jim P. Moore james.p.moore.civ@army.mil 772-5413

Fort Drum Mountain Community Homes Resident

Shanna Turpin (primary) shanna.turpin@fdmch.com 955-6803

Fort Drum Mountain Community Homes Resident

Ed Siebels ed.siebels@fdmch.com 955-6695

Fort Drum Mountain Community Homes Maintenance Management

Alyson Ranger alyson.ranger.fdmch.com 955-6823

Lendlease Construction Randy Lajuett randy.lajuett@lendlease.com 955-6294

Directorate of Public Works (DPW) Construction Branch

Michael Jones michael.j.jones6.civ@army.mil 772-8810

Directorate of Public Works (DPW) Engineering Shane Berghorn shane.k.berghorn.civ@army.mil 772-0441

Directorate of Public Works (DPW) Master Planning

David Huston david.m.huston.civ@army.mil 772-5093

Directorate of Public Works (DPW) O&M Eugene Spencer Eugene.w.spencer2.civ@army.mil 772-4947

NEC Lena McConahay lena.r.mcconahay.civ@army.mil 774-6400

NEC Lyle Decillis (John)

Lyle.j.decillis.civ@army.mil 772-4000

NEC Jack Hatcher Jack.l.hatcher.civ@army.mil 772-9365

MEDAC Steve Woodard steven.e.woodard4.civ@army.mil 772-9336

Army Corp of Engineers Scott Britton (primary) scott.a.britton.civ@usace.army.mil 774-5200

Army Corp of Engineers Andrew Mitchell andrew.j.mitchell@usace.army.mil 772-2041

AAFES Thea Sarver sarvert@aafes.com 773-0061

Unable to reach agency representative and need immediate assistance

Cheryl Steiner (primary) cheryl.l.steiner.civ@army.mil 772-2893

Unable to reach agency representative and need immediate assistance

Larry Ryan Larry.f.ryan.civ@army.mil 772-5808

Unable to reach agency representative and need immediate assistance

R. Justin Bator, PE richard.j.bator.civ@army.mil 772-7911

ENCLOSURE 2

Excavation Permit Application Checklist

Fort Drum Public Works Engineering Plans & Services Division

This checklist does not replace, amend, or subjugate in any manner, Fort Drum’s Policy, Procedures, or Authorities for issuance of an Excavation Permit. The intent of this checklist is provide supplemental guidance for submitting applications for Excavation Permits.

Excavation permits are requested through Fort Drum’s Web Excavation Permit Application (WEPA) at the link below:

https://mapsrus.drum.army.mil/wepa

☐ Read the Web Excavation Permit Application (WEPA) Instructions (Attached) and is available on WEPA

☐ After receipt of the Notice to Proceed (NTP), mark the area of excavation with white markings.

☐ Contact UDig NY at 1-800-962-7962, 811 or online at https://www.udigny.org A Dig Safely New York permit ID number is required before WEPA will allow you to proceed with applying for a Fort Drum Excavation Permit.

☐ Complete the online Excavation Permit Application on WEPA. When completing the online application, ensure ALL Contact Information fields are filled in; to include the Project Information Section circled in red.

☐ When all reviewing disciplines have “approved” the excavation permit, the permit status will change from Pending to Approved. This does not mean that the permit is officially issued. The Status means that the excavation permit is approved to be issued to the contractor. The permit is not issued until signed by a government representative.

https://mapsrus.drum.army.mil/wepa https://www.udigny.org/

ENCLOSURE 2

Excavation Permit – Certification of Verification of Utility Markings Fort Drum Public Works

Engineering, Plans & Services Division Fort Drum, New York 13601

Work Order No: Click here to enter text.

Title: Click here to enter text.

Contractor: Click here to enter text.

Contract No:Click here to enter text. Task Order No: Click here to enter text.

This is to certify that I, Click here to enter text., as an official representative of Click here to enter text., obtained from Fort Drum’s Engineering, Plans & Services (EP&S) Division Real Property Branch GIS Section utility mapping for each underground utility and verified onsite on Click here to enter text. that all underground utilities within the area defined under Fort Drum Excavation Permit No. Click here to enter text., dated Click here to enter text., have been marked. Utility markings are consistent with the EP&S Real Property GIS mapping.

Certified by: Witnessed by:

Click here to enter text. Click here to enter text.

Print Name Print Name Contractor/Excavator Duly Authorized Representative Government Representative

Signature Date Signature Date

SECTION 01 14 00

WORK RESTRICTIONS

11/22, CHG 1: 02/23

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

b. The Wheeler-Sack Army Airfield will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity. Contractor shall coordinate the sequencing order of work with Contracting officer, Fort Drum DPW and Fort Drum Airfield manager before beginning the work and submit for Government review. Government review will be completed within 14 days after the submission.

c. Permission to interrupt any Activity roads, airfield pavements (including taxiways, runways, and aprons) or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

d. Communication outages require a 30 day notice prior to the desired interruption.

e. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

The following conditions apply:

(1) Closure of airfield pavements.

(2) Utility Outages (lasting longer than 4-hours).

(3) Outages of Airfield Lighting Systems – making connections to existing lighting circuits not being replaced under this project.

(4) Outages of Airfield Lighting Controls.

SECTION 01 14 00 Page 1

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 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.

1.3.1.1 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.

1.3.1.2 Site Security And Vehicle Identification

a. The Contractor is responsible for the security of the areas within the contract limits. When the Government takes possession of certain areas, the Contractor is responsible for the areas remaining under Contractor control.

b. The Contract must maintain continual base security with personnel security guard and temporary fences. Wherever there are fence disruptions due to the construction of this project, the Contractor must continually monitor and maintain the fence.

c. The Contractor is responsible for furnishing an identification required by Fort Drum to each employee. The Contractor must provide an updated list of all employees working on the site.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .