TECHNICAL PROVISIONS

PART II

Technical Specifications

Bid Documents

MAA-CO-26-022 Federal Funded

Wilson Point Road SWM Improvements

00 0110 - 1 Martin State Airport

00 0110 – TECHNICAL SPECIFICATIONS TABLE OF CONTENTS

Division Section Title

PROCUREMENT AND CONTRACTING DOCUMENTS GROUP

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 3132 Geotechnical Data

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

01 0001X Mobilization/Demobilization

01 0002X Construction Quality Control Plan

01 0004X Temporary Construction Items

01 0006X Security Requirements During Construction

01 0013X Asset Management Data Collection for Non-BIM Construction Projects

01 2100 Allowances

01 4530 Special Inspection Services

Facility Construction Subgroup

DIVISION 02 – EXISTING CONDITIONS

02 2200 Excavation and Disposal of Contaminated Soil and Groundwater

DIVISION 03 - CONCRETE

03 3053 Miscellaneous Cast-In-Place Concrete

Facility Services Subgroup

DIVISION 22 - PLUMBING

22 1313 Facility Sanitary Sewers

Site and Infrastructure Subgroup

DIVISION 31 - EARTHWORK

31 2319 Dewatering

31 5000 Excavation Support and Protection

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 9115X Topsoil

32 9201X Seeding

32 9203X Mulching

32 9300X Plant Installation

DIVISION 33 - UTILITIES

33 0500 Common Work Results for Utilities

33 4200 Stormwater Conveyance

Technical Specifications

Table of Contents

July 16, 2026

00 0110 - 2 Martin State Airport

DIVISION 50 - FAA

X-15 Survey Reference Points

C-102 Temporary Air and Water Pollution, Soil Erosion, and Siltation Control

P-151 Clearing

F-162 Chain-Link Fence and Gates

DIVISION 51 – PAVING, DRAINAGE, AND INCIDENTAL WORK

51 0000 Specifications and Standards

51 0010 Miscellaneous Demolition

51 0040 Maintenance of Traffic

51 0070 Excavation and Embankment

51 0075 Test Pits

51 0080 Crushed Aggregate Base Course – Non-Airfield

51 0091 Trenching and Backfilling For Underground Utilities

51 0110 Bituminous Concrete – Non-Airfield

51 0120 Bituminous Concrete Pavement – Non-Airfield

51 0160 Portland Cement Concrete – Non-Airfield

51 0170 Portland Cement Concrete Sidewalks, Curbs and Gutters

51 0190 Concrete and Asphalt Joint Sealing

51 0210 Pavement Milling

51 0225 Sawcutting

51 0230 Pavement Marking – Non-Airfield

51 0300 Turbidity Curtain

51 0314 Flowable Backfill

51 0360 Sign Supports

END OF TABLE OF CONTENTS

Table of Contents

00 3132 - 1 Martin State Airport

DOCUMENT 00 3132 - GEOTECHNICAL DATA

1.1 GEOTECHNICAL DATA

A. This Document with its referenced attachments is part of the Procurement and Contracting

Requirements for Project. They provide Owner's information for Bidders' convenience and are intended to supplement rather than serve in lieu of Bidders' own investigations. They are made available for Bidders' convenience and information. This Document and its attachments are not part of the Contract Documents.

B. Because subsurface conditions indicated by the soil borings are a sampling in relation to the entire construction area, and for other reasons, the Owner, the Architect, the Architect's consultants, and the firm reporting the subsurface conditions do not warranty the conditions below the depths of the borings or that the strata logged from the borings are necessarily typical of the entire site. Any party using the information described in the soil borings and geotechnical report shall accept full responsibility for its use.

C. A geotechnical investigation report for Project, prepared by DMY Engineering Consultants, Inc., dated December 29, 2025 (Revised February 23, 2026), is available for viewing as attached to this Document.

1. The opinions expressed in this report are those of a geotechnical engineer and represent interpretations of subsoil conditions, tests, and results of analyses conducted by a geotechnical engineer. Owner is not responsible for interpretations or conclusions drawn from the data.

2. Any party using information described in the geotechnical report shall make additional test borings and conduct other exploratory operations that may be required to determine the character of subsurface materials that may be encountered.

END OF DOCUMENT 00 3132

Geotechnical Data

00 3132 - 2 Martin State Airport

ATTACHMENT

Geotechnical Data o MY0£S

Geotechnical Engineering Report

MTN Wilson Point Road SWM Improvements Baltimore County, Maryland DMY Project No. 03.06474.01

Prepared for:

Michael Baker International December 29, 2025 (Revised February 23, 2026)

MTN Wilson Point Road SWM Improvements, Baltimore County, Maryland DMY Project No. 03.06474.01 December 29, 2025 ( Revised February 23, 2026 )

5.0 CONSTRUCTION RECOMMENDATIONS

5.1. GENERAL RECOMMENDATIONS

The construction shall be performed in general accordance with the MDOT Maryland Aviation Administration 2023 Planning and Engineering Guidelines & Standards (PEGS) Manual, MDOT SHA Standard Specifications for Construction, and Baltimore County Standard Specifications for Construction and Materials, where applicable.

5.2. SOIL CORROSION EVALUATION

In accordance with AASHTO LRFD Bridge Design Specifications (Section 10.7.5), soils exhibiting a pH less than 5.5, electrical resistivity less than 2,000 ohm-cm, or sulfate concentrations greater than 1,000 parts per million (ppm) are considered potentially corrosive. Soil samples were collected from Boring B-11616-01 at depths of 8.0 to 10.0 feet and 19.0 to 21.0 feet for corrosion testing.

Laboratory results indicated pH values of 6.71 and 4.42, “as-is” resistivity values of 3,300 and 14,000 ohm-cm, “wetted” resistivity values of 3,000 and 10,100 ohm-cm, and sulfate ion concentrations of 65 and 15 ppm, respectively. Based on these results, the tested soils are considered potentially corrosive.

5.3. CONSTRUCTION INSPECTION

A sheet pile monitoring program should be implemented during the construction and modification of the bulkhead. The purpose of the program is to document installation procedures, verify compliance with design requirements, and identify any movements or performance concerns during critical construction activities.

The monitoring program should include establishment of baseline survey control, periodic survey monitoring of sheet pile alignment and elevation, and visual observations of adjacent ground and structures during installation, excavation, and modification activities. Monitoring frequency should be increased during critical phases of construction and following significant load changes. All monitoring data and field observations should be documented and provided to the Geotechnical Engineer of Record for review, with corrective actions implemented as necessary if movement exceeds project-specific tolerances.

01 0001X-1 Martin State Airport

SECTION 01 0001X - MOBILIZATION/DEMOBILIZATION

PART 1 – GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including Maryland Department of

Transportation/Maryland Aviation Administration Standard Provisions for

Construction Contracts Volumes I and II, dated October 2017; and Division 01

Specification Sections, apply to this Section.

DESCRIPTION1.2

A. This item shall consist of the performance of construction preparatory operations, including the movement of personnel, equipment, and materials to and from the project site; field investigation; payment of performance bond, payment bond, guaranty bond, and other insurance premiums; cranes and equipment rented; the creation, maintaining and submittal of final record drawings; general requirements of the Contract not otherwise included in pay items; and for the establishment and subsequent removal of the Engineer’s and Contractor's offices and other facilities necessary to begin and sustain work on a substantial phase of the contract. At the completion of work, all areas disturbed by the Contractor's operations shall be restored to substantially the same condition as existed prior to commencement of mobilization operations.

PART 2 - PRODUCTS

RADIOS2.1

A. Radios shall be capable of transmitting and receiving between the Control Tower and the airfield work sites on a frequency of 121.9 MHZ for ground control and 154.98

MHZ for Airport Operations, as specified or required herein. Sufficient radios shall be on site and operating at all times so that instructions for communications may be dispatched to all crews and/or equipment working in an active Airport Operations Area

(AOA). Radios shall not be used within 10 feet of the fill or vent points of the aircraft fuel systems unless they are intrinsically safe for Class I, Division 1, Group D hazardous areas (classified conditions) in accordance with ANSI/UL 913.

CONTRACTOR’S STAGING AREA2.2

A. Contractor’s staging area has been provided and is shown on the Plans. All work associated with setting up the staging area including cleaning, fencing, stabilization, protection, providing all required utility (electric, water, communications, etc.)

connections shall not be paid separately and considered incidental to Technical Provisions

Mobilization/Demobilization

01 0001X-2 Martin State Airport

Mobilization/Demobilization. All areas disturbed by the installation or construction of the Engineers/Contractor’s Office, stockpiles, haul routes, vehicle parking areas, and incidentals shall be restored to their pre-construction condition at the completion of the project unless otherwise directed by the construction manager.

PART 3 – EXECUTION (Not Used)

PART 4 - MEASUREMENT

METHOD OF MEASUREMENT4.1

A. Payment for mobilization will be made on a lump sum basis wherein no measurement will be made.

PART 5 - PAYMENT

BASIS OF PAYMENT5.1

A. This item will be paid for at the contract lump sum price for

Mobilization/Demobilization, which price shall be full compensation for performing the work specified and the furnishing of all materials, labor, tools, equipment, and incidentals necessary to mobilize and subsequently demobilize the construction preparatory operations.

B. Payment for this item will be made in installments. The first payment of fifty (50) percent of the lump sum price will be included in the first progress estimate following partial mobilization including the placement or erection of the contractor's office and the initiation of construction work. The remaining fifty (50) percent of the lump sum price will be included as installments in subsequent progress estimates. Each such installment will be determined based on the ratio of the total work completed to date to the total contract amount.

C. The lump sum price for Mobilization/Demobilization shall not exceed five (5) percent of the total Contract bid amount for base bid less the bid price for

Mobilization/Demobilization, as shown on the provided Bid Tabulation Form. No payment in excess of five (5) percent of the total Contract bid amount for base bid less the bid price for Mobilization/Demobilization will be made for this item. If the total cost for all items required for Mobilization/Demobilization is in excess of five (5) percent of the total Contract bid amount for base/alternate bid less the bid price for

Mobilization/Demobilization, the Contractor shall include the excess in the unit price of other items of work.

Technical Provisions

01 0001X-3 Martin State Airport

D. No additional payment will be made for demobilization and remobilization due to weather related shutdowns, suspensions of the work or for other mobilization activities or for work under “Miscellaneous Construction Allowance”.

E. Payment will be made under:

Item 01 0001X.1 Mobilization/Demobilization (Shall not exceed 5% of the total contract bid amount less the bid price for mobilization and demobilization) – per lump sum

END OF SECTION 01 0001X

Federal FundedMAA-CO-26-022

01 0002X-1 Martin State Airport

SECTION 01 0002X - CONSTRUCTION QUALITY CONTROL PLAN

PART 1 - GENERAL

RELATED DOCUMENTS1.1

A. Drawings and general provisions of the Contract, including Maryland Department of

Transportation/Maryland Aviation Administration Standard Provisions for

Construction Contracts Volumes I and II, dated October 2017; and Division 01

Specification Sections, apply to this Section

DESCRIPTION1.2

A. This item consists of development, implementation, and maintenance throughout the contract of an approved Construction Quality Control (CQC) Plan by the Contractor.

B. The Contractor shall submit a Construction Quality Control Plan fully complying with the requirements detailed in Special Provision SP-8-05 of the Maryland Aviation

Administration’s Standard Provisions for Construction Contracts. Once approved by the Engineer, the Contractor is responsible for fully implementing and maintaining the

Construction Quality Control Plan throughout the duration of the Contract.

PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION (Not Used)

PART 4 – MEASUREMENT

METHOD OF MEASUREMENT4.1

A. This item will be measured on an earned daily basis for each day the Contractor successfully performs all requirements of the approved Construction Quality Control

Plan.

PART 5 - PAYMENT

BASIS OF PAYMENT5.1

A. The Contractor’s Lump Sum bid price for this item shall be sufficient to cover the costs of developing, implementing and maintaining throughout the duration of the

Contract, a Construction Quality Control Plan fully conforming with the requirements of Special Provision SP-8.05. However, in no event shall the bid price be less than

Technical Provisions

Construction Quality Control Plan

July16, 2026

01 0002X-2 Martin State Airport three percent (3%) of the total Contract bid amount (base bid only) less the bid price for Construction Quality Control Plan.

B. If the contract includes a Miscellaneous Construction Allowance or Add Alternates, an additional CQC is required for each of these work packages. In no event shall the

Construction Quality Control Plan for Miscellaneous Construction Allowance and/or

Add Alternate bid price be less than (3%) of each of their respective amounts.

C. CQC will not be paid on the following items: Security Guard Allowance.

D. The Engineer will take the bid price for this item and divide it by the total number of contract days, as specified elsewhere in the contract documents under Contract

Performance Time, to determine a daily rate for payment.

E. The Contractor will earn payment on a daily basis at the rate determined above based on successful performance of all requirements of the approved Construction Quality

Control Plan. Payment will not be earned or made for any day that the Contractor fails to successfully perform all requirements of the approved Construction Quality Control

Plan.

F. Daily determination of the Contractor’s successful or unsuccessful performance shall be made at the sole discretion of the Engineer. The basis of unsuccessful performance shall be the issuance of a “CQC Plan Deficiency Notice” or a “Nonconformance

Report” by the Engineer in accordance with Special Provision SP-8.05, Paragraphs

J-K.

G. Payment will be made under:

Item 010002X.1 Construction Quality Control Plan (not less than 3% of the total Contract bid amount less the bid price for Construction

Quality Control Plan) – per lump sum.

Item 010002X.2 Construction Quality Control Plan for Miscellaneous

Construction Allowance (not less than 3% of the Contract bid amount for Miscellaneous Construction Allowance) – per lump sum.

Item 010002X.3 Construction Quality Control Plan for Utility Relocation

Allowance (not less than 3% of the Contract bid amount for

Utility Relocation Allowance) – per lump sum.

END OF SECTION 01 0002X

Construction Quality Control Plan

01 0004X-1 Martin State Airport

SECTION 01 0004X - TEMPORARY CONSTRUCTION ITEMS

PART 1 – GENERAL

1.1 Drawings and general provisions of the Contract, including Maryland Department of

Transportation/Maryland Aviation Administration Standard Provisions for Construction

Contracts Volumes I and II, dated October 2017; and Division 01 Specification Sections, apply to this Section.

1.2 This item consists of furnishing all labor, materials and equipment for temporary construction items necessary for the safe and proper execution of construction and not otherwise included in other Contract items. The Contractor will be expected to supply and utilize the items listed below and other items as required in the Construction Notes or as contained in the Drawings and Technical Specifications. Temporary construction items include, but are not limited to providing and maintaining the following:

• Construction barricades.

• Haul road maintenance.

• Maintenance of traffic.

• Escorts.

• Flaggers.

• Safety personnel.

• Personnel training.

• Personnel and equipment required to keep aircraft and vehicle traffic areas free of debris from ongoing construction activities.

PART 2 – PRODUCTS

2.1 CONSTRUCTION BARRICADES: Construction barricades shall be High Density

Polyethylene (HDPE) water-ballast barricades or barrels, as appropriate, and shall be constructed in accordance with the details shown in the plans. Construction barricades shall be placed in accordance with the Construction Safety and Phasing Plans and around all cranes, equipment, and staging areas on the apron area.

2.2 STEEL PLATES: Steel plates or similar protective material of adequate size and thickness shall be furnished as necessary to cover temporary excavations, unfinished structures or surfaces requiring protection or for safety purposes. Plates shall be securely fastened and shall be adequate to safely support any anticipated loadings to be imposed.

2.3 HAUL ROADS/PERIMETER SERVICE ROAD MAINTENANCE: Contractor haul routes have been designated on the Plans. It shall be the Contractor's responsibility to inspect existing roads so that he may assess their conditions properly. If the Contractor deems necessary, he shall be responsible for supplying materials to maintain the haul roads and drainage devices to

Technical Provisions

Temporary Construction Items

01 0004X-2 Martin State Airport adequately support his construction equipment. The roads shall be inspected prior to construction, and restored to their pre-construction condition, if damaged, at the Contractor's expense as determined by the Engineer. The Contractor shall maintain and make repairs as directed by the Engineer.

2.4 MAINTENANCE OF TRAFFIC. Additional items required for temporary traffic control around the airports roadways include temporary signs, variable message signs, flashing arrow boards, lighting and warning devices, temporary pavement markings, channelizing devices, concrete barriers, crash cushions, barrels, and cones. All temporary traffic control devices shall be in accordance with the latest version of the Maryland State Highway Administration

(MDSHA) Standard Specifications for Construction and Materials, MDSHA Supplemental

Specifications and Provisions, and the Maryland Manual on Uniform Traffic Control Devices

(MdMUTCD) available on the MDSHA website. Temporary signs shall also be in accordance with the contract documents.

2.5 VARIABLE MESSAGE SIGN. Variable message signs shall be capable of displaying the messages indicated on the plans and on the approved MDSHA equipment list.

2.6 ESCORTS (BWI ONLY). The Contractor will be responsible for escorts and escorting of all personnel and vehicles from the access gates in this project to the worksite locations. Escorts will be assigned separately from other security functions and safety personnel required for the project.

2.6.1 Escort Definition: The individual BWI Marshall Badge holder, having escort authority, who may accompany non-badged people or vehicles into an Airport restricted area. Under typical conditions, an escort may accompany from one to five people and shall have no other duties other than escorting. Any modifications to these typical conditions will be identified in

Paragraph 2.4 of Item 01 0005X, Security Requirements during Construction. Proper escort procedures at BWI Marshall require the badged employee providing the escort to be able to identify the specific individual(s) they are escorting at any time and that they remain within sight and reasonable speaking distance and positive control of badged individual while in the

SIDA. As a badged person, each escort is responsible for challenging non-badged, unescorted personnel within the secure area.

(1) Escorting within the Sterile Area. Escorts into the Sterile Area must be for official business purposes only.

(2) Escorts. The General Contractor shall provide the number of escorts that will be responsible for escorting non-badged employees. All escorts must be conducted through a guarded portal. Escorts must be conducted by the General Contractor’s own personnel, a subcontractor or the OAS Approved Airport Security Contractor may be used for escorting in the project worksite areas. Under normal circumstances, one badge holder with escort privileges may escort up to five non-badged workers. One

BWI Marshall Airport approved stickered vehicle can escort up to three (3) non-stickered vehicles. Contractor personnel acting as escort for non-badged personnel shall have no other work related responsibilities while performing escort duties unless otherwise defined in Paragraph 2.4 of Item 01 0005X Security Requirements during

Construction.

Technical Provisions

01 0004X-3 Martin State Airport

PART 3 – EXECUTION

CONSTRUCTION BARRICADES. Barricades or barrels3.1 shall be placed in accordance with the construction plans and as needed and shall remain in place or moved as directed until completion of work in each phase or area. The contractor shall be responsible for maintaining the barricades in good working condition throughout the duration of the contract.

3.2 SAFETY PERSONNEL. The safety personnel will be responsible for maintaining the airfield movement area operation and minimizing conflicts with ongoing construction traffic and aircraft movements. Safety personnel will control the Contractor’s traffic during the prosecution of work as well as vehicles crossing active aircraft pavements. All aircraft traffic shall have priority over construction work when travelling on the apron/taxiway/taxilane and vehicle service roads. The safety personnel may act as wing-walkers for larger aircraft in accordance with the phasing plans and approval by MAA Operations. They shall be equipped with airfield radios for monitoring aircraft traffic/direction from the Air Traffic Control Tower

(ATCT).

Safety personnel can also act as Safety Access Control (SAC) Personnel as indicated on the construction phasing plans and Security contract documents. Safety personnel will be supplied by the contractor and meet/follow the minimum requirements:

• Complete Movement Area training (provided by MAA Operations at no cost to contractor)

• Provide Briefings (in writing) to MAA Operations at the completion of each shift

(forms will be provided by MAA Operations)

• Work a maximum of 12 continuous hours per shift

• Off duty (without any work) for a minimum of 8 hours after each shift regardless of time frame worked.

• Have identification to signify safety personnel as approved by MAA Operations

(hardhat, flag, stop sign, vest, flashlight, etc.)

3.3 MAINTENANCE OF TRAFFIC. Temporary traffic control shall be in accordance with

Maryland State Highway Administration standards and the Maryland Manual on Uniform

Traffic Control Devices (MdMUTCD).

3.2 ESCORTS. The escort will be responsible for guiding contractor and subcontractor personnel from the access gates to the worksite if located within the movement area. Escorts must have successfully completed Airfield Movement Area training (provided by MAA Operations) which includes a written exam. Safety personnel (as defined above) will control the

Contractor’s traffic during the prosecution of work as well as vehicles crossing active aircraft pavements. Escorts will lead contractor traffic to and from the work site.

Contractor provided escorts must meet the following requirements when working on this project:

Technical Provisions

01 0004X-4 Martin State Airport

• Complete Movement Area training (provided by MAA Operations, no cost to contractor).

• Work a maximum of 12 continuous hours per shift.

• Off duty (without any work) for a minimum of 8 hours after each shift regardless of time frame worked.

• Have identification to signify escorts as approved by MAA Operations (hardhat, flag, stop sign, vest, flashlight, etc.)

3.3 FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT. Waste and loose materials capable of causing damage to aircraft landing gear or propellers or capable of being ingested in jet engines should not be left or placed on or near active aircraft movement areas. Materials tracked onto these areas shall be continuously removed by the Contractor during the construction project.

Waste or loose materials that could attract wildlife shall be carefully controlled and removed on a continuous basis. The Contractor shall have sufficient mechanized sweepers and covered trash containers on site to comply with this requirement at all times. The construction area shall be kept clean at all times of debris that may blow onto the airfield.

3.4 FLAGGERS. Flaggers shall be provided, as necessary, to control the Contractor’s traffic during the prosecution of the work. All Contractor vehicles or equipment that are required to cross active roadway areas shall do so under the direct control of a competent flagger

PART 4 – MEASUREMENT

METHOD OF MEASUREMENT4.1

A. Temporary Construction Items: No direct measurement will be made for this item as payment will be made on a lump sum basis.

B. Escorts shall not be measured for payment but included in the lump sum cost for temporary construction items.

PART 5 – PAYMENT

BASIS OF PAYMENT5.1

A. TEMPORARY CONSTRUCTION ITEMS. Payment will be made at the lump sum bid price for "Temporary Construction Items." This payment shall be full compensation for furnishing all materials and labor for placing, moving and removing construction barricades; providing flaggers; escorts; providing safety personnel; maintenance of traffic;

and for any other labor, materials, equipment, tools and incidentals necessary for temporary items required for construction of this project.

B. Payment for this item will be made in installments. The first payment of 10 percent of the lump sum price will be included in the first progress estimate following the initiation of construction work. The remaining 90 percent of the lump sum price will be included as

Technical Provisions

01 0004X-5 Martin State Airport installments in subsequent progress estimates. Each such installment will be determined based on the ratio of the total work completed to date to the total contract amount.

C. The lump sum price for Temporary Construction Items shall not exceed three (3) percent of the total Contract bid amount for base/alternate bid less the bid prices for

Mobilization/Demobilization and Temporary Construction Items, as shown on the provided Bid Tabulation Form. No payment in excess of three (3) percent of the total

Contract bid amount for base/alternate bid less the bid prices for

Mobilization/Demobilization and Temporary Construction Items will be made for this item. If the total cost for all items required for Temporary Construction Items is in excess of three (3) percent of the total Contract bid amount for base/alternate bid less the bid prices for Mobilization/Demobilization and Temporary Construction Items, the Contractor shall include the excess in the unit price of other items of work.

D. No payment will be made under this item for Temporary Construction Items related to work under “Miscellaneous Construction Allowance”.

E. Payment will be made under:

Temporary Construction Items (notItem 01 0004X.1 to exceed 3% of the total forpricebidlessamountbidcontract

ConstructMobilization/Demobilization Temporaryand ion

Items) – per lump sum

END OF SECTION 01 0004X

01 0006X-1 Martin State Airport

SECTION 01 0006X - SECURITY REQUIREMENTS DURING CONSTRUCTION AT

MARTING STATE

PART 1 – GENERAL

Drawings and general provisions of the Contract1.1 , including Maryland Department of Transportation/Maryland Aviation Administration Standard Provisions for Construction Contracts Volumes I and II, dated October 2017; and Division 01 Specification Sections, apply to this Section.

This item shall consist of all labor and materi1.2 als for security requirements during construction necessary to maintain the safe and secure construction practices at Martin State Airport. The Contractor will be expected to comply with the items in this specification and any additional specified items on the contract drawings.

PART 2 – REQUIREMENTS

2.1 REGULATIONS: Security regulations at Martin State Airport (MTN) shall require the Contractor to comply with all rules and regulations as determined by the Administration and approved by the MTN Airport Director or representative. Security shall be maintained at all times and any violations as outlined in Code of Maryland Regulations (COMAR) Title 11, Subtitle 03, Chapter 02 may be subject to a fine of not more than $500 or imprisonment of not more than 90 days.

2.2 VEHICLES: The Contractor shall maintain and enforce control of the operation of its vehicles and those belonging to its employees, subcontractors or tradesmen on MTN property. No vehicles or personnel will be permitted within the Airport Operations Area (AOA) except those directly involved in performance of the work. All other vehicles and equipment shall be parked in designated areas. No vehicles or personnel will be permitted to enter or cross runways, taxiways or aprons without first obtaining permission from the Air Traffic Control Tower (ATCT) unless otherwise approved by Airport Operations. Vehicles and/or personnel within the movement areas of the AOA shall immediately vacate the area when directed to do so and shall stay clear of affected areas until permission is granted for re-entry.

2.3 AIRCRAFT RIGHT-OF-WAY: All aircraft shall have the right of way at all times. A copy of the MTN Airfield Driver Training program is required for all individuals who require AOA access.

IDENTIFICATION: The Contractor is hereby infor2.4 med that all persons must be in possession of a valid government-issued identification card at all times when working on MTN property. If challenged, and the individual is unable to produce an approved identification document, that person will be directed to leave the property immediately.

Technical Specifications

Security Requirements During Construction

01 0006X-2 Martin State Airport

A roster of all personnel associated with the project must be submitted to Airport Operations prior to the start of the job.

2.5 SECURITY GATES: There are 21 gates that form a part of the MTN Security fence perimeter. They include six (6) electronically controlled vehicle gates activated by a combination keypad and 15 gates secured by padlock. To enter one of the electronically controlled vehicle gates, a valid combination code must be used. All users must wait until the gate closes securely behind them before proceeding to preclude unauthorized entry.

The gate codes are not to be shared with unauthorized individuals. If the gate malfunctions, Airport Operations must be contacted.

2.6 AIR OPERATIONS AREAS (AOA): These requirements are intended to prevent unauthorized persons from gaining access to aircraft within the Air Operations Area (AOA). The AOA is defined as those areas used, or intended to be used, for landing, take off, and surface movement of aircraft, which is segregated by a fence and appropriate signage.

The AOA is designated as “restricted” to individuals or vehicles, unless entrance is directly related to an aviation activity at the Airport, to the business of the Administration, or to the business of a tenant or authorized subtenant of the airport engaged in a business activity authorized by the Administration. Any person who enters the movement area (active runway, runway, taxiway or helipad) without prior approval may result in a loss of AOA driving privileges at MTN and subject to a fine of $500 and up to 90 days in prison (COMAR 11.03.02.09).

PART 3 – EXECUTION (Not Used)

PART 4 – MEASUREMENT

4.1 METHOD OF MEASUREMENT

A. Security Requirements During Construction shall not be measured but shall be considered incidental to 010004X, Temporary Construction Items.

PART 5 – PAYMENT

5.1 BASIS OF PAYMENT

A. No separate payment will be made for Security Requirements During Construction.

END OF SECTION 01 0006X

01 0006X-3 Martin State Airport

ATTACHMENT

MTN Airport Operations

701 Wilson Point Road

Administration Building, Room 301

Middle River, MD 21220

Phone: 410-682-8831/8800

Email: MTNOPS@martinstateairport.com

Web: www.martinstateairport.com

Revised June 2022

Martin State Airport (MTN) Airfield Drivers Training Program

MTN Airfield Driver Training Program

Rev July 2023

Non-Movement Areas

Ramp

Taxilanes

Movement Areas

Runways

Runway Safety Areas (RSA)

Taxiways

Helipads

Runway Incursion

Vehicle/Pedestrian Deviation (V/PD)

Lessons Learned Events from V/PDs at MTN

Heightened Incursion Areas

Runway Markings

Taxiway Markings

Airfield Signs

Airfield Lighting

Procedures for Communication with the Air Traffic Control Tower

MTN Radio Frequencies

Common Traffic Advisory Frequency (CTAF)

Pilot Controlled Lighting

International Civil Aviation Organization (ICAO) Phonetic Alphabet

Phraseology

ATCT Light Gun Signals

Airport Speed Limits

Accidents and Emergencies

Animals

Foreign Object Debris (FOD)

Night-time and Inclement Weather Operations

Operating on the Ramp

Smoking

General Aviation Security

Martin State Airport (MTN) Access Gate Procedures

Definitions

MTN Airfield Diagram

References

Martin State Airport (MTN) is a general aviation reliever airport operated by the Maryland

Aviation Administration (MAA). At MTN, no one may operate a motor vehicle in the Air

Operations Area (AOA) unless it directly relates to the operation to an aviation activity, business with the MAA, or a tenant. Therefore, all persons who conduct operations within the AOA must thoroughly understand the airport environment and MTN’s layout and be familiar with applicable

Air Traffic Control Tower (ATCT) procedures. In addition, airfield drivers should always yield the right of way to aircraft, emergency vehicles, and pedestrians.

The objective of this study guide is to:

– Provide guidelines to enhance airport security and safety of airfield drivers driving in the Air Operations Areas (AOA).

– Eliminate vehicle/pedestrian deviations (V/PD).

– Test to ensure MTN airfield drivers are qualified to operate in the airport environment per the Airfield Drivers Program. A minimum score of 80% is required to pass the written exam. Applicants who fail the examination will be required to review the information and retake the test.

The Air Operations Area (AOA) includes paved or unpaved areas used or intended for the unobstructed movement of aircraft and its associated runways, taxiways, and ramps. The AOA commonly refers to the secured and fenced-in area of the airport. It comprises two areas where aircraft and vehicles move on an airfield: the non-movement and movement areas. The most significant distinction between the non-movement and movement areas is that the Air Traffic

Control Tower (ATCT) controls the movement areas.

Non-Movement Areas

The non-movement areas at MTN consist of ramps and taxilanes. Since non-movement areas are not under ATC control, airfield drivers should exercise extreme caution as aircraft, pedestrians, and vehicle operators are free to move around the ramp. Communication by the tower with aircraft and vehicles shall be advisory and should not imply ATC service.

Ramp

The ramp, sometimes referred to as an apron, is a defined area on an airport intended to accommodate aircraft loading or unloading passengers, refueling, parking, or aircraft maintenance. Airfield drivers should be aware of jet blast and prop wash hazards when driving on the ramp since parked aircraft may have engines running.

Taxilanes

Taxilanes are used for access between taxiways and aircraft parking positions. Taxilanes, have yellow centerlines with black backgrounds. At MTN, taxilanes are located throughout the

T-hangars and the ramp. Taxilane K is closed to vehicular traffic, except for official State vehicles. MTN AOA driving privileges may be revoked, and in some instances, termination of the lease agreements.

Taxilane K is located on the aircraft parking ramp between Taxiway B and the service road in front of Hangar 4.

Movement Areas

Movement areas are the runways, taxiways, helipads, and other airport areas utilized for the taxiing, hover taxiing, takeoff, and landing of aircraft, exclusive of apron/ramps and parking areas. Authorization from ATC is mandatory when operating in the movement area; therefore, movement area access is restricted to personnel with an operational need.

Runways

A runway is a defined rectangular surface on an airport prepared or suitable for the landing or takeoff of aircraft. MTN’s Runway 15-33 is 6,997 feet long and 180 feet wide with a grooved asphalt surface. Airfield drivers may not drive on or across the runway unless ATC gives authorization via two-way radio communications or with an authorized vehicle escort.

Runway Safety Areas (RSA)

Runways are surrounded by safety areas designed to provide an increased level of safety for aircraft landing and taking off. RSAs are designed to minimize damage to an aircraft undershooting, overshooting, or veering off the runway. The dimensions of the safety areas vary according to the runway length. At MTN, the RSA is 250 ft on each side of the centerline and

1000 ft from the runway 15 threshold and 335 ft from the runway 33 threshold. Vehicles are prohibited from entering the RSA unless there is an operational need and permission is granted from ATC. Access to the RSA without ATC permission will result in a runway incursion.

Taxiways

A taxiway is a defined path for aircraft to transition from parking areas to the runway. Taxiways have a continuous yellow centerline 6-12 inches. Taxiways are labeled by letters or letter-number combinations. ATC authorization is required before entry. Like runways, taxiways have safety areas prepared or suitable to reduce the risk of damage should an aircraft unintentionally depart the taxiway. Entering a taxiway without ATC permission will result in a vehicle pedestrian deviation.

Helipads

Helipads are landing areas for helicopters. ATC must grant permission for entry to the helipad.

Entering the helipad or the helipad safety area without ATC authorization will result in a vehicle/pedestrian deviation.

Runway Incursion

A runway incursion is an occurrence at an aerodrome involving the incorrect presence of an aircraft, vehicle, or person on the protected area of a surface designed for the landing and takeoff of the aircraft. The most frequent causes of runway incursions are:

– Communications error between the airfield driver and ATC

– Lack of familiarity with the airfield

– Loss of situational awareness

Vehicle/pedestrian deviations and runway incursions are violations of the MTN Rules & Regulations regarding movement area operations and may result in:

– Loss of AOA driving privileges at MTN

– Fine of $500 and up to 90 days in prison (COMAR 11.03.02.09)

Vehicle/Pedestrian Deviation (V/PD)

A V/PD occurs when pedestrians or vehicles enter any portion of the airport’s movement areas, runways, or taxiways without authorization from ATC.

Lessons Learned Events from V/PDs at MTN

June 29, 2021

Location: Runway 15-33

An individual was taking an introductory flight with a flight instructor. She was escorted to the ramp to park her vehicle near the T-hangars. However, she was not escorted off the premises by the flight instructor. As she was leaving the airport, she drove from the T-hangars across

Taxiway F and onto runway 15-33 via taxiway B.

– The runway incursion was the result of a loss of situational awareness and familiarity with the airfield.

– The individual was issued COMAR 11.03.02.09 and will be required to appear in court.

– The flight school was reminded of its responsibility to ensure that all its visitors are escorted on and off the airfield.

October 30, 2021

Location: Taxiway Foxtrot

An individual flew into MTN and parked at the Strawberry Point T-hangars. While closing the door to the T-hangar, the individual sustained an injury to his arm, resulting in his inability to use his cell phone. He walked from Strawberry Point hangars to the main ramp via Taxiway

Foxtrot (grassy area paralleling the taxiway).

ATC observed him on the taxiway and reported the V/PD.

– The V/PD was due to a lack of familiarity with MTN.

– MAA is exploring the option to install emergency call boxes at Strawberry Point T-hangars.

November 11, 2021

Location: Helipad

A flight school employee provided another employee with the gate code to gain airport access through hangar 6 lower level gate. The employee was instructed to drive to the aircraft tie-down area. The employee did not take the MTN Airfield Driver's Training, and it was their first time going to the airfield. Incidentally, the individual drove onto the helipad.

– The V/PD was due to a lack of familiarity with MTN.

– Airport Operations called Baltimore County Police, and the individual was required to leave the airport for trespassing.

– The flight school was required to submit an Access Control Plan.

December 22, 2021

Location: Taxiway Bravo

The contracted employee gained access to the airfield through the keypad-controlled gate at hangar 6. The individual attempted to drive to the hangar facility on the south end of the airport at Strawberry Point. Despite visiting MTN numerous times in the past, the individual became disoriented and drove onto TWY Bravo and then TWY Foxtrot.

– The V/PD was due to a lack of familiarity and loss of situational awareness.

– Airport Operations called Baltimore County Police, and the individual was required to leave the airport for trespassing.

– MTN Management hosted a meeting with tenants to inform them about recent V/PD incidents and mitigation strategies.

January 31, 2022

Location: South Helipad

A contractor escorted a sub-contractor for a based tenant into the airport through the hangar 6 gate. The contractor was unfamiliar with this gate, as the gate he usually used was temporarily out of service. Upon entering the ramp, he drove onto the South Helipad with his escort. The Air

Traffic Control Tower observed the incident and recorded it as an incursion.

– The V/PD was due to a lack of familiarity with MTN.

– The individual was issued COMAR 11.03.02.09 and will be required to appear in court.

– Additional Airport Security Officers were hired. If the Strawberry Point gate becomes inoperable, an Airport Security Officer will report to the gate to monitor and manage access until the gate is returned to service.

Heightened Incursion Areas

There are no designated hotspots at MTN. However, heightened attention is necessary at the following locations:

– Taxiway F and Taxilane K intersection (end of the T-hangars)

– Taxiway F and Taxiway B intersection

– South Helipad

Airport Signs and Surface Markings

Airport markings, signs, and lighting are visual aids designed to guide operators in the AOA.

The standards for airfield markings are found in the Airport Marking FAA Advisory Circular

150/5340-1 (as amended).

Runway Markings

Runway Designator: Commonly referred to as the numbers are located at the beginning of each runway and identifies the runway according to the magnetic alignment of the centerline. The runway number is the magnetic heading rounded to the nearest 10 degrees. Runway designator markings are painted white.

Runway Centerline Marking: Identifies the runway's center and provides alignment guidance during takeoff and landings. Runway centerline markings are painted white.

Runway Edge Markings: Define the lateral limits of the runway available for landing and takeoff operations.

Runway edge markings are white.

Taxiway Markings

Runway Holding Position Markings: Indicate where vehicles and aircraft must stop when approaching a runway. They consist of four yellow lines, two solid and two dashed, extending across the width of the taxiway. Operators must hold on the "solid" side of the hold line. Do not proceed past this marking without ATC approval

Surface Painted Holding Position Sign: Located at the runway holding position marking, identifies the location at a runway holding position, and confirming the runway designation. They have a red background with a white inscription. Do not proceed past this marking without ATC approval.

Movement/Non-Movement Area Boundary: Defines the boundary of the movement area and non-movement area. The dashed side is located on the movement side. Hold on the solid line side until approval is granted to proceed by ATC. At

MTN, you must receive permission from ATC to enter the movement area.

Taxiway Centerline: A single continuous yellow line providing a visual cue to guide taxiing aircraft along a designated path.

Taxiway Edge Markings: Delineate the edge of the taxiway. If the edge marking is a continuous line, the paved shoulder is not intended to be used by aircraft. If the taxiway edge marking is dashed, aircraft may use that portion of the pavement. Taxiway edge markings are yellow with a black border.

Instrument Landing System ILS Holding Position Markings):

Designated locations necessary to keep aircraft and vehicles from interfering with the signals transmitted from the ILS antennas. When

ILS approaches are in progress, especially during low-visibility periods, ATC may instruct operators to "hold short of the ILS critical area."

Airfield Signs

Runway Holding Position Signs: Have a red background with white lettering. This sign denotes the entrance to a runway, approach area, or critical area. This sign is the equivalent of a stop sign. Hold until cleared by ATC to cross. Do not proceed past this sign without ATC approval.

Location Signs: Have a black background with yellow lettering and a yellow border. They are used to identify the location in which the aircraft or airfield driver is located.

Direction Signs: Have a yellow background with black lettering and arrows. Direction signs are placed before an intersection to identify the direction of a taxiway. The arrows indicate the direction of the taxiways that lead out from the intersection.

Airfield Lighting

Runway Edge Lights: Outline the edges of runways during darkness or periods of limited visibility. They are primarily white, though on instrument runways, amber replaces white on the last 2,000 feet or half the runway length, whichever is less, to form a caution zone for landings. At MTN, runway edge lights are either elevated or in-pavement.

Runway Guard Lights: Lights are installed at taxiway/runway intersections. They flash yellow lights, which provide a distinctive warning to pilots/airfield drivers that they are approaching or about to enter an active runway. At MTN, the runway guard lights are located at the Runway 15 and taxiway A (west) and the taxiway F and B intersections. Runway guard lights are sometimes referred to as wigwags.

Runway Threshold/End Lights: Four lights located on both sides of the runway centerline. They emit a green light outward to mark the beginning of the runway threshold and a red light to indicate the runway’s end. Threshold lights are located within 10 feet from the designated runway threshold. At MTN, runway threshold/end lights are elevated or in-pavement.

Taxiway Edge Lights: Taxiway edge lights delineate the taxiway edge. They emit blue light and are parallel to the taxiway centerline.

Procedures for Communication with the Air Traffic Control Tower

When communicating with ATC, it is essential to communicate clearly and concisely. Airfield drivers responsible for driving in the movement area must understand ATC procedures and radio phraseology. Correct radio techniques will reduce frequency congestion, allow a more expeditious flow of aircraft movements, and reduce miscommunications. Airfield drivers should avoid CB radio code or jargon. Transmissions should be brief yet complete enough to adequately convey the message to ATC. There are a few simple measures that airfield drivers should take before transmitting:

– Check the radio to verify that the correct frequency has been selected.

– Monitor the frequency before transmitting to avoid transmitting simultaneously with someone else.

– Consider what you are going to say, and use the following phraseology:

WHO you are calling? “Martin Ground”

WHO you are? “Martin 1”

WHERE you are at the airport. “Base of the tower.”

WHAT you are requesting or intending to do. “Requesting permission to enter taxiway Foxtrot.”

– Read back ATC instructions. Reading back ATC instructions ensures that the message is received and understood.

– Ensure that you fully understand your instructions. If you are unsure, ask for clarification and do not move until you completely understand your instructions.

– Report when off the runway after clearing the double solid lines on the runway holding position marking or the solid line on movement/non-movement boundary marking when transitioning from a taxiway to the ramp.

MTN Radio Frequencies

Automatic Terminal Information Service (ATIS) 124.925

Tower (Local Control) 121.3 Ground Control 121.8

UNICOM 122.95

Common Traffic Advisory Frequency (CTAF)

The Air Traffic Control Tower closes nightly at MTN. Check the ATIS for ATCT operating hours as they are subject to change. The airport is considered non-towered when the tower is closed.

When entering the movement area, monitor CTAF and announce your intentions and indicate your location. Look for arriving and departing aircraft in both directions before driving in the movement area. Wait for aircraft on approach or departure to clear the runway before proceeding. Be careful not to take unnecessary risks. Report when off the movement areas.

Pilot Controlled Lighting

When the tower is closed, the runway and taxiway lighting are switched to the pilot-controlled system. Runway and taxiway lights will automatically turn off after fifteen minutes. To activate the airfield lighting, key your microphone on:

CTAF 121.3 for Runway lights

UNICOM 122.95 for Taxiway lights

3 times for Low-Intensity setting

3 times

5 times for Medium Intensity setting

7 times for High-Intensity settings

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