SOW-Fire Hydrant - Flow Testing and PM (31 July 2025).pdf

PJMS252011

STATEMENT OF WORK

Fire Hydrant Repair And Replacement

MARYLAND AIR NATIONAL GUARD

MARTIN STATE AIRPORT

NATIONAL GUARD STATION

BALTIMORE, MARYLAND 21220

31 July 2025

1. Project Location and Background: This project will take place at the Maryland Air National Guard (MDANG), Martin State Airport, Baltimore, MD 21220. The installation supports critical Air National Guard operations and includes a total of 45 fire hydrants maintained by the 175th Civil Engineer Squadron (CES). These hydrants are essential components of the base’s fire protection system and require annual preventive maintenance, flow testing, painting, and replacement of non-standard hydrants to ensure operational reliability in emergency conditions.

2. General Project Information: This contract is for multiple services related to the repair and thorough preventive maintenance of the bases 45 hydrants under the supervision of the 175th MD Air National Guard. This contract includes:

i) Conduct preventive maintenance on all 45 fire hydrants for the Base Year and four

Option Years. Tasks will include lubricating all moving components, exercising the hydrant stem, applying touch-up paint as needed, and identifying any additional maintenance needs beyond the scope of this contract. Each hydrant shall be inspected initially and annually for functionality, and any deemed non-operational should be recommended for replacement as necessary.

ii) Within 30 days of contract award, inspect 15 hydrants equipped with non-standard connection threads to evaluate the feasibility of modification versus full replacement.

A report detailing the recommended action (modification or replacement), along with supporting rationale for each hydrant, shall be submitted to the KO and COR within the same 30-day period.

iii) Alteration or replacement of 15 existing hydrants that do not use the “Baltimore City Standard 4.5 inch” connection threads as required

iv) Complete re-painting of all hydrants and annual touch-ups as required in subsequent years.

v) Hydrant flushing of all hydrants (Base Year and Option Year 4 only)

vi) Flow testing and painting per NFPA 291 (Base Year and Option Year 4 only)

vii) Annual reporting of all deficiencies and recommended repairs

viii) Unit cost pricing for hydrant replacement and isolation valve replacement

ix) A deliverable report will be due 14 days upon completion of each year’s service to the AHJ/COR and KO. This report shall include the following: flow testing results, hydrant location, manufacturer, condition, repairs needed, or replacement suggested, status of 4.5 inch steamer nozzle condition.

All work must be performed in accordance with applicable references: NFPA 25, NFPA 291, UFC 3-600-02, AWWA M17, COMAR 26.08.03.06, and all Federal, State, and Local regulations.

2.1. Site Description and Access Control:

2.1.1. The installation is monitored by continuous video surveillance and manned security patrols. All contractors, vehicles, and equipment are subject to security monitoring.

2.1.2. Photography of aircraft, mission equipment, or sensitive facilities is strictly prohibited.

2.1.3. The Contractor shall coordinate installation and site access with the Contracting Officer (KO) and Contracting Officer’s Representative (COR).

2.1.4. The installation is closed on all Federal Holidays. No project work shall be scheduled during these periods.

2.1.5. Emergency operations, contingency response, or heightened Force Protection Conditions (FPCON) may restrict or suspend work access.

2.1.6. The Contractor shall submit a written work schedule to the KO and COR no later than seven (7) calendar days after contract award

2.1.7. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

2.1.8. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (DODIO 2000.16V1_DAFI 31-145, DAFI 31-101 and DODM 5200.08v3_DAFMAN 31-101v3), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

2.1.9. All contractor employees, to include subcontractor employees, requiring access to US Government installations, facilities and controlled access areas shall complete AT Level I training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. AT Level I may be accomplished by a Level I qualified instructor; completing the Force Protection computer[1]based training (CBT) course on Joint Knowledge Online (JKO) at https://jkodirect.jten.mil/Atlas2/page/login/Login.jsf. For those without a CAC, select "Non-CAC" user on the JKO site. Tracking for each contractor or subcontractor employee is the responsibility of the COR or unit AT Representative.

2.2. Use of Premises:

2.2.1. The Contractor shall secure all tools, materials, and equipment from weather, theft, or damage.

2.2.2. The Contractor shall promptly relocate any stored items that obstruct base operations upon Government direction

2.2.3. Work and staging areas shall be designated by the COR upon written request by the Contractor.

2.3. Government Equipment:

2.3.1. The Contractor shall not use Government-owned or leased equipment under any circumstances.

https://jkodirect.jten.mil/Atlas2/page/login/Login.jsf

2.3.2. All tools, lifts, excavators, and necessary equipment must be provided by the Contractor and priced into their proposal.

2.4. Permits and Inspections:

2.4.1. The KO and COR shall oversee all required inspections.

2.4.2. The Contractor shall conduct testing unless otherwise stated in the project documents.

2.4.3. The Contractor shall obtain the following as applicable:

2.4.3.1. Dig Permit (requested through Base CES)

2.4.3.2. Utility marking (via Miss Utility of Maryland – minimum 72 hours notice). Contractor is responsible for all costs associated with Miss Utility site visits and utility marking.

2.4.3.3. Coordination with affected utilities and field verification of utility locations

2.5. Hours of Operations:

2.5.1. Base work hours are Tuesday through Friday, 0630 to 1700. The base will be closed on all Federal Holidays and is not open for project execution.

2.5.2. The Contractor shall request any off-hours work—including Mondays, weekends, or holidays—via written request to the KO.

2.5.3. Emergency situations, military operations, or other contingencies may cause suspension of work or restrictions on access to the installation

2.5.4. Approval by the KO does not entitle the Contractor to premium labor rates.

2.6. Base Access and Security

2.6.1. Contractor must comply with base access rules. The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services, or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy.

2.6.2. Submit a Wing Form 113 “Installation Access Application” for all contractor personnel who are to access the installation for the duration of this project. All personnel are subject to an initial and recurring criminal background checks.

Individuals may be denied access to the base pending criminal background check results.

2.6.3. All contractor vehicles are subject to daily inspection at the Main Gate. The contractor must allot sufficient time in the daily work schedule to allow for daily vehicle inspection and personnel identification checks upon entry to the installation.

2.6.4. Possession of firearms, weapons, illicit drugs, or contraband will result in immediate denial of access.

2.6.5. Comply with Force Protection Condition (FPCON) changes as directed.

2.6.6. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 10-245, AFI 31-101 and AFMAN 31-113), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

2.7. Antiterrorism Training: All contractor and subcontractor personnel requiring access to the installation must complete AT Level I training within 45 days of contract start.

2.7.1. Training available at: https://jkodirect.jten.mil/Atlas2/

2.7.2. For those without a CAC, select "non-CAC" user on the JKO site.

2.7.3. Submit training completion logs to the COR.

2.8. Change Orders:

2.8.1. Only the KO may authorize changes to cost, scope, or schedule.

2.8.2. The COR may recommend technical adjustments but cannot authorize modifications.

2.8.3. The Contractor shall not perform out-of-scope work without a written modification from the KO.

2.9. Daily Report and Sign-In Register: Each day the Contractor is on site to perform any work, the Superintendent/Foreman shall sign in at the Base Engineering Building (Building 2100), indicating specific Facility/Location and the number of persons who shall be performing work that day.

2.10. Safety Requirements

2.10.1. Compliance with OSHA and USACE EM 385-1-1 is mandatory.

2.10.2. Submit a project-specific Safety Plan and Activity Hazard Analysis (AHA) to the

KO and COR before mobilization.

2.11. Environmental Protection and Waste Disposal:

2.11.1. The Contractor shall comply with all relevant guidance from the Environmental

Protection Agency (EPA), Maryland Department of the Environment (MDE), and the Base Environmental Officer (BEO).

2.11.2. All waste must be removed by the Contractor at no cost to the Government. The work site is an active civilian and military airport. Site cleanliness and Foreign Object Debris (FOD) control is essential. The Contractor will clean up all construction debris and refuse and will remove it from the work site and the Base daily at their own expense. The base must remain clean and free of Foreign Object Debris (FOD).

2.11.3. Recycling of uncontaminated, non-comingled metals may occur on base with prior written COR and BEO approval.

2.12. Hazardous Materials: If the Contractor encounters suspected asbestos, lead-based paint, or other hazardous materials, work must stop immediately and the COR and KO must be notified.

2.13. Drawings:

2.13.1. The Government will provide available reference drawings.

https://jkodirect.jten.mil/Atlas2/

2.13.2. The Contractor shall verify all field conditions and submit shop drawings, cut sheets, and submittals to the KO and COR for approval before use or installation.

2.13.3. No design drawings are required from the Contractor. Hydrant location map will be provided to the winning bidder upon award (For Official Use Only).

2.14. Quality Control:

2.14.1. The Contractor shall submit a written Quality Control (QC) Plan prior to mobilization.

2.14.2. Maintain daily QC logs on site and submit them to the COR upon request.

2.14.3. All deficiencies must be corrected within five (5) business days at no additional cost to the Government.

2.15. Contractor Qualifications and Staffing: Contractor shall identify key staff and their qualifications in project proposal. Include:

2.15.1. Project Manager

2.15.2. Site Superintendent/Foreman

2.15.3. Quality Assurance/Quality Control Manager

2.15.4. Site Safety Representative

2.15.5. Relevant licenses/certifications

2.15.6. Experience with municipal/fire hydrant systems

2.15.7. Past performance on similar DoD or municipal projects

2.16. Utility Interruptions:

2.16.1. The Contractor shall not disrupt utilities without KO approval.

2.16.2. Submit a Utility Shutdown Request in writing five (5) business days in advance of any planned service, access, or utility interruption.

2.17. Military Real Property Data: At the conclusion of each year’s service, a completed Form DD1354 will be prepared by the Contractor and provided to the COR within 14 days of substantial completion of work.

2.18. Meetings

2.18.1. The Contractor shall attend a pre-construction meeting.

2.18.2. 2Weekly or milestone project meetings may be called by the KO or COR.

2.19. Inspections and Acceptance: The COR will conduct inspections of all work. Final acceptance is contingent upon complete and accurate submittals, reports, and correction of deficiencies.

2.20. Warranty: Hydrant and valve replacements must carry a minimum 1-year manufacturer and contractor warranty against defects in materials or installation.

2.20.1. The Contractor shall provide a one-year warranty on all materials, installation, and labor for all hydrant replacements and valve installations.

2.20.2. Repairs under warranty shall be performed within 14 calendar days of notification

3. Project-Specific Technical Requirements

3.1. Scope of Work - The Contractor shall provide all labor, supervision, materials, tools, and equipment necessary to:

3.1.1. Alter or replace 15 hydrants with non-standard Baltimore City 4.5-inch steamer nozzles.

3.1.2. Perform annual preventive maintenance on 45 fire hydrants.

3.1.3. Flow test and flush hydrants in the Base Year and Option Year 5 in accordance with NFPA 291.

3.1.4. Repaint all hydrants in Year 1; touch-up annually thereafter.

3.1.5. Identify and report any hydrants requiring repair or replacement.

3.2. Codes and Standards: The Contractor shall comply with all applicable:

3.2.1. National Fire Protection Association (NFPA) standards, including NFPA 291

3.2.2. Unified Facilities Criteria (UFC) and Unified Facilities Guide Specifications

(UFGS)

3.2.3. American Water Works Association (AWWA) standards

3.2.4. State and local codes as applicable

3.3. 3.4 Submittals and Deliverables

3.3.1. Prior to mobilization, submit to the KO and COR:

3.3.1.1. Dechlorination and Discharge Plan

3.3.1.2. Safety Plan and AHA

3.3.1.3. QC Plan

3.3.1.4. Construction Schedule

3.3.1.5. Manufacturer product data sheets

3.3.1.6. Submittals for Paint to be applied to Hydrants and Lubricant to be used

3.3.2. After completion of annual work, submit:

3.3.2.1. Consolidated Maintenance & Flow Testing Report (Excel + PDF)

3.3.2.2. Photographic documentation of recommended repairs outside the scope of work

3.3.2.3. Completed DD Form 1354

3.4. Contract Type and CLIN Structure

3.4.1. Contract Type: Firm-Fixed Price

3.4.2. Period: Base Year + Four (4) Option Periods

3.4.3. Applicable CLINs:

3.4.3.1. CLIN 0001: Base Year Preventive Maintenance, Replacement/alteration of 15 hydrants, Hydrant Flushing, Flow Testing, Hydrant Painting, and Reporting

3.4.3.2. CLIN 0002: Unit Cost – Hydrant Replacement (As required)

3.4.3.3. CLIN 0003: Unit Cost – Hydrant Modification (As required)

3.4.3.4. CLIN 0004: Unit Cost – Isolation Valve Replacement (As required)

3.4.3.5. CLINs 1001–3001: Option Years Preventive Maintenance Only

3.4.3.6. CLIN 4001: Year 5 Flow Testing, Flushing, Preventive maintenance and

Reporting

Year 1 /

CLIN 0001

(Base)

Year 1 /

CLIN 0002

(Option)

Year 1 /

CLIN 0003

(Option)

Year 1 /

CLIN 0004

(Option)

Year 2 /

CLIN 1001

(Option)

Year 3 /

CLIN 2001

(Option)

Year 4 /

CLIN 3001

(Option)

Year 5 /

CLIN 4001

(Option) -Alter/replace 15 Hydrants, -Preventive Maintenance, -Complete Hydrant Painting, -Hydrant Flushing -Flow Testing

Hydrant Replacement (Per unit)

Hydrant alteration (Per unit)

Isolation Valve Replacement (Per unit)

-Preventive Maintenance, -Hydrant Painting (as required)

-Preventive Maintenance, -Hydrant

-Hydrant

-Hydrant Painting, -Hydrant Flushing -Flow Testing

4. General Scope The Contractor shall furnish all labor, materials, tools, and supervision to conduct fire hydrant maintenance, flow testing, painting, flushing, standardization, and replacements in accordance with:

4.1. NFPA 25, NFPA 291, AWWA M17, UFC 3-600-02

4.2. COMAR 26.08.03.06

4.3. EPA, MDE, OSHA, and USACE EM 385-1-1 requirements

5. Environmental Considerations:

5.1. Dechlorination and Discharge:

5.1.1. The vendor must submit a Dechlorination Plan prior to any flow or flushing. Per

COMAR 26.08.03.06, discharge shall not contain chlorine or chlorine-containing compounds except in non-detectable levels. The non-detectable levels shall be less than 0.1 mg/L.

5.1.2. Code Of Maryland Regulations (COMAR) 26.308.03.06 may be found here:

https://dsd.maryland.gov/regulations/Pages/26.08.03.06.aspx

5.1.3. Contractor must submit a Dechlorination Plan within 14 days of award

5.1.4. No flushing or testing until written approval by KO and COR

5.1.5. Discharged water must be <0.1 mg/L chlorine (COMAR 26.08.03.06)

5.1.6. Acceptable discharge locations:

5.1.6.1. Vegetated areas >20 feet from structures

5.1.6.2. Stormwater systems (if neutralized)

5.1.6.3. COR-approved discharge sites

5.2. Erosion: Discharges from hydrant flushing or flow testing shall not cause soil erosion, excessive water runoff, or introduce sediment, suspended solids, or turbid discharge into stormwater infrastructure or open water systems. The contractor shall use best management practices (BMPs) such as dewatering bags, sediment control socks, or ground dispersion mats to minimize runoff velocity and filter discharge.

6. Hydrant Standardization

6.1. Alter or replace 15 existing hydrants to provide a steamer nozzle that meets the Baltimore City Standard 4.5” (BCS) thread pattern. Of those that are currently non-compliant with the BCS Thread pattern, there are 14 NH (National Hydrant) and 1 Storz units.

https://dsd.maryland.gov/regulations/Pages/26.08.03.06.aspx

6.2. Alterations may be made to existing hydrants to provide the Baltimore City Standard 4.5” (BCS) Steamer Nozzle thread pattern, where possible using a pumper nozzle assembly adapter (with corresponding sized cap). If it is not possible to alter the existing hydrants with a thread adapter and cap, replacement of the hydrant is acceptable.

6.3. Any new hydrants must:

6.3.1. Meet AWWA C502

6.3.2. Include:

6.3.2.1. 1x 4.5” BCS steamer nozzle

6.3.2.2. 2x 2.5” NH hose nozzles

6.3.2.3. Chains on caps

6.3.2.4. Breakaway flange

6.3.2.5. Barrel: Safety Yellow

6.3.2.6. Bonnet: NFPA 291 color-coded

6.4. Hydrant thread inventory is provided as Attachment 2

7. Preventive Maintenance

7.1. References: NFPA 291, UFC 3-600-02, AWWA M17, NFPA 25, COMAR 26.308.03.06

7.2. The hydrants should be tested / maintained by personnel familiar with water systems and hydrants IAW applicable references cited above. Specific inspection procedures may vary by hydrant type, and are available in AWWA M17. These inspections generally include but are not limited to:

7.2.1. Inspect hydrants for leaks, corrosion, damage, and drainage

7.2.2. Exercise valves fully

7.2.3. Lubricate moving parts with NSF/ANSI 61-approved, biodegradable, food-grade, potable-system-safe lubricant (submit TDS/SDS to the COR for approval)

7.2.4. Clean and inspect threads and caps; apply food-grade anti-seize where needed

7.2.5. Identify additional corrective maintenance actions needed (if applicable) for each hydrant.

8. Hydrant Painting

8.1. Prep and paint all hydrants on Marting State ANG Base once all hydrant replacements/alterations are complete.

8.2. Surface Preparation:

8.2.1. Wire-brush or media-blast loose paint

8.2.2. Sand and clean for adhesion

8.2.3. Contain and remove of/dispose of all debris; comply with EPA RRP rules if lead paint is suspected.

8.3. Paint Color Specification:

8.3.1. Barrel: Safety Yellow (submittal and approval required). Barrel shall be painted to the bottom of the traffic flange or within 2” of the existing soil level, whichever is lower.

8.3.2. Bonnet and hoze nozzle caps: Based on flowrate as measured by contractor-performed flow testing, per NFPA 291

8.3.3. Paint shall be exterior-grade, rust-inhibitive, low-VOC, weather-resistant enamel or epoxy

9. Hydrant Flushing

9.1. Before any flow or flushing of hydrants a submittal of a Dechlorination Plan. Plan must be submitted to the COR and KO for approval. Delivery of plan will be within 14 days after the award of contract.

9.2. Conduct hydrant flushing under COR supervision

9.3. Follow NFPA 291, NFPA 25 Ch. 7 and AWWA M17

9.4. Document hydrant ID, time/date, estimated volume, anomalies

9.5. All flushing will be performed until the effluent water is clear in appearance and before hydrant flow testing is performed in order to ensure accurate flow test results and minimize damage to flow test equipment.

10. Flow Testing

10.1. Before any flow or flushing of hydrants a submittal of a Dechlorination Plan. Plan must be submitted to the COR and KO for approval. Delivery of plan will be within 14 days after the award of contract.

10.2. Conduct hydrant flow testing on all hydrants (once all hydrants replacements are complete and all hydrants have the 4.5” Baltimore County Standard Steamer Nozzles) per NFPA 291 and AWWA M17, Chapter 6 using calibrated instruments (certificates required)

10.3. Record and report to the COR within 14 days of completing testing for each hydrant:

10.3.1. Static Pressure

10.3.2. Residual Pressure

10.3.3. GPM

10.4. Document flow test results and provide a copy to the AHJ/COR and KO within 14 days of completion of testing.

10.5. Verify that results are within acceptable limits or identify corrective measures.

11. Report Deliverables

11.1. Prior to any flushing or flowing of water into the stormwater system, the vendor will submit Dechlorination Plan with the goal to meet COMAR 26.308.03.06. Plan is due within 14 days of the awarded contract to the AHJ/COR and KO.

11.2. A Summary Table is due within 14 days of the completion of the work for each year of the contract. The Summary Table must include the following items for each hydrant on Martin State ANG Base, as a minimum:

11.2.1. Hydrant ID/Location

11.2.2. Thread type (before and after replacement if required)

11.2.3. Flow Test Results (to include at a minimum):

11.2.3.1. Gallons Per Minute (GPM)

11.2.3.2. Static Pressure (measured in psi)

11.2.3.3. Residual Pressure (measured in psi)

11.2.4. Paint color applied to hydrant body and to hydrant bonnet

11.2.5. Lubricant Applied and Date of Application

11.2.6. Preventive Maintenance actions performed on each hydrant

11.2.7. Any notes resulting from the Hydrant Flushing

11.2.8. Contractor Recommendations for further action (e.g. part replacement, full hydrant replacement, leak repair)

11.3. The reports shall be submitted in hard copy and electronic format (Microsoft Excel and PDF) to the AHJ/COR and KO within 14 days of completion.

12. Unit-Price Replacement

12.1. Hydrant Replacement

12.1.1. Under CLINS 0002-0003 during the active contract period, the Contractor shall provide optional replacement of fire hydrants at a fixed price, on an as-needed basis, for any hydrant located on Martin State ANG Base. This provision applies specifically to hydrants utilizing the Baltimore City Standard 4.5" (BCS) threads that are deemed no longer serviceable for any reason. Coordination for replacements shall occur in consultation with the AHJ/COR and KO.

12.1.2. Unit Price must include all costs associated with a hydrant replacement to include, but not limited to excavation, backfill, new hydrant purchase, install, testing, commissioning, site restoration, and grass re-seeding (is disturbed).

12.1.3. Replacement hydrants must:

12.1.3.1. Meet BCS thread specifications

12.1.3.2. Match or exceed previous flow rating

12.2. Isolation Valve Replacement

12.2.1. Under CLIN 0004, the Contractor shall provide the AHJ/COR and KO with a unit price for the replacement of any isolation valve located in proximity to an existing hydrant. This provision shall apply in cases where an isolation valve is determined to be unserviceable or unable to effectively isolate flow from the hydrant during the course of contract execution.

12.2.2. Contractor must verify with the COR the appropriate valve key pattern to use for each isolation valve that requires replacement. The base has three different patterns used across the base which are roughly grouped in three areas around the base. In the event that the contractor installs a non-approved valve key patterns, it will not be accepted and will require replacement at the contractors cost.

13. List of attachments:

13.1. Attachment 1: CAD cutsheet plate, W-3B “Baltimore City Standard” 4 ½ inch fire hydrant nozzle and cap.

13.2. Attachment 2: Hydrant Inventory by Thread Type

Note: Due to security concerns, the full base hydrant map will be provided only to the awarded contractor. Contractor must follow DoD rules for handling sensitive infrastructure data.

Attachment 1 - CAD cutsheet plate, W-3B “Baltimore City Standard” 4 ½ inch fire hydrant nozzle and cap.

Attachment 2: Hydrant Inventory by Thread Type

Hydrant# Building/Location Location Description Hydrant Thread

Brand Year

1 1050 C-Side BC

2 1070 C/D Corner NH Mueller 1956

3 1070 B/C Corner BC

4 1070 A/D Corner NH Mueller 1987

5 1090 C-Side BC

6 1090 B-Side BC

7 Flightline Spot A-8 BC

8 1110 B-Side BC

9 1150 C-Side NH Waterous

10 2020 A-Side NH Kennedy K-81A 1979

11 Flightline Spot A-9 BC

12 2120 A-Side NH Kennedy 1992

13 2040 Flightline Side BC

14 2110 B-Side BC

15 2042 D-Side NH Kennedy, K11 1979

16 2045 Flightline Side BC

17 2100 A/D Corner BC

18 2050 A-Side NH Kennedy, K11 1979

19 2060 Flightline Storz Waterous 2010

20 2060 A-Side NH Kennedy 1980

21 2100 A-Side NH Kenned, K11 1980

22 2070 A/B Corner NH Kennedy, K11 1979

23 3010 A-Side NH

24 Ramp FOD Check BC

25 Foxrow FOD Check BC

26 Ramp Tango BC

27 Ramp Tango BC

28 Ramp Tango BC

29 Ramp Tango BC

30 3000 A-Side BC

31 3036 Road/Driveway BC

32 3150 A-Side BC

33 3150 C-Side BC

34 3036 Fuel Yard BC

35 4010 A-Side BC

36 4200 A/B Corner BC

37 4240 A/B Corner BC

38 4240 A/D Corner BC

39 4200 A/D Corner BC

40 6000 C-Side BC

41 5040 A-Side NH Mueller 1990

42 Pavilion Road NH Mueller 1990

43 5130 A-Side NH Mueller 1990

44 Water Treatment A-Side BC

45 Water Treatment B-Side BC

--------- End Statement of Work ---------

MARTIN STATE AIRPORT