Statement of Work.pdf

BOUNDARY SURVEY of MARYLAND ANG LICENSED PROPERTY at MARTIN STATE AIRPORT

STATEMENT OF WORK

PROJECT NUMBER: PJMS232004

MARYLAND AIR NATIONAL GUARD

MARTIN STATE AIRPORT

NATIONAL GUARD BASE

BALTIMORE, MARYLAND 21220

8 March 2024

1 General Project Information:

1.1 Project Location and Background: This project is located at the Martin State Airport

Maryland Air National Guard, Baltimore, MD 21220. ANG requires the licensed boundary survey be recertified every five years. The purpose of this project is to identify the boundaries of the Air National Guard (ANG) licensed property on Martin State Airport, Baltimore Maryland and identify the encroachment area posed by the Lockheed Martin Groundwater Treatment Plant. All work shall be performed in accordance with federal, state, local laws and regulations, commercial standards, manufacturer’s recommendations, and this Statement of Work (SOW).

1.1.1 The Contractor shall provide all labor, equipment, supplies, material, and transportation to produce and deliver data and related products as required under this SOW.

1.2 Site Description: This facility always requires security protection. Absolutely no photography of aircraft is permitted. The work areas are shown in the Site Plan submitted. See attached base map.

1.3 Use of Premises: The Contractor shall assume full responsibility for protection and security of materials and equipment stored on site.

1.3.1 Contractor shall move any stored products, under their control, which interfere with operations of the Government.

1.3.2 The COTR will determine the equipment, material and other staging locations or work areas available under this contract.

1.4 Government Equipment: Contractor use of Government owned or leased equipment such as: hoists, forklifts, compressors, welding machines, cutting rigs, etc. shall not be permitted on either a reimbursable or non-reimbursable basis. Cost for all equipment required to accomplish the work shall be included in the Contractor’s final bid price.

1.5 Permits and Inspections: Normally no permits or inspections by local building officials are required. All inspections will be performed by COR unless modified by the Statement of Work. All testing will be performed by the contractor unless modified within the construction documents.

1.5.1 Digging Permit: This permit is obtained from the Work Control Office (Facility 2100) at

(410) 918-6300. The Contractor is responsible for contacting ‘Miss Utility’ to mark the gas and electrical lines. The Contractor is responsible for hiring a private underground utility locating company to mark the water, sanitary sewer, storm sewer, broadband cable, and communication lines.

1.5.2 Burn Permit: Unless otherwise specified in other sections of this specification, the use of burning equipment or open flame welding and cutting shall be allowed only as authorized in writing by the local Fire Inspector (Facility 3150). Once approved by the Fire Inspector, a written AF Form 592 – USAF Welding, Cutting, and Brazing Permit will be issued. The permit will be issued by the fire department within one (1) hour of request and must be renewed daily.

1.6 Hours of Operations: The hours of operations at Martin State Airport for the Air National Guard are 10 hours per day (0630 – 1700) Tuesday – Friday. Coordinate access to premises with COR, for execution of work. Emergency situations, military operations, or other contingencies may cause suspension of work or restrictions on access to the construction site.

1.7 Off-Hours Work: Except as otherwise specified, all work shall be performed during regular work hours (indicated above). If the Contractor desires or is required to work on Mondays, Saturdays, Sundays, Holidays or other hours outside normal work schedule, the Contractor shall be required to seek written approval from the Contracting Officer. The Contractor is not entitled to premium time if the request is approved.

1.8 Change Orders: Only the Base Civil Engineer (BCE) or the Contractor may initiate change order requests. Do not proceed with any work until a signed modification or other written authority is received from the Contracting Officer. Only the Contracting Officer may approve a change order.

1.9 Field Changes: No changes in the cost or the scope of the project may be made without processing a change order. Field changes not involving cost or scope may be initiated by the BCE, COR, Contracting Officer, or the Contractor.

1.10 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 (Facility 2100), indicating specific Facility/Location and the number of persons who shall be performing work that day.

1.11 Clean up: 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.

1.12 Safety: The Contractor is responsible for performing all work In Accordance With (IAW) State and Federal OSHA requirements as well as compliance with the most current USACE EM 385- 1-1.

1.13 Environmental Protection and Waste Disposal: The disposal of all materials, which may include hazardous or toxic liquids that are used to perform the work, shall conform to all Federal, State, and Local environmental regulations. All dumpster service and waste management shall be provided at no additional cost to the Government. All recyclable metal shall be placed into Martin State Airport scrap metal recycling containers. Please contact the Base Environmental Scientist DeJaun Saunders at (410) 918-6486 for detailed information. For more information, review “Environmental Protection Plan for Contractors”, which will be provided during the solicitation phase.

1.14 Hazardous Materials: If suspected hazardous materials are discovered, do not disturb, contact the COTR.

1.15 Drawings: Drawings furnished by the government to the Contractor may be used for general information only and shall not be relied upon or used as the basis for preparation of contract drawings required by this contract without complete on-site verification by the Contractor.

1.16 Drawings are to be approved by the Base Civil Engineer and COTR.

1.17 Description of Work: The Contractor shall describe in his or her proposal how they will manage the project. The Contractor shall identify key staff and their abilities to manage projects of this magnitude, including scheduling methods, reporting and execution.

1.17.1 Survey Methodology: The Contractor shall recommend a methodology in the Survey Plan.

The types of surveys may include traditional electro-optical surveys, all types of GPS surveys, ground laser scanning, hyperspectral ground sampling (on the ground), and ground control for airborne radar surveys. These surveys may be used to establish new control, and to determine ground control for photogrammetric and other remote sensing surveys.

1.18 Military Real Property Data – DD Form 1354 Worksheet: The Contractor shall furnish real property data to the Government via the DD Form 1354 worksheet, Building Information Checklist for the Transfer and Acceptance of Military Real Property, for each new construction and/or renovation project awarded, unless otherwise notified. The cost and unit of measure of each individual asset must be identified separately. If demolition work is within the scope of the project, demolished assets and demolition costs must also be identified. The Contractor is responsible for accuracy of data, current up to the time of completion. The Contractor should contact the Real Property Office, Katherine Brown at 410-918-6222 with questions pertaining to the DD Form 1354 worksheet. For construction data assistance, Contractor may contact the 175th Base Civil Engineer’s Office to speak with the COR, or Project Manager assigned to the project.

1.19 Inspections: An inspection of the completed work shall be conducted by the Contracting Officer Representative (COR) prior to reoccupation of the work site by Government Personnel.

1.20 Performance Period: The Contractor shall confirm the proposed performance period. The proposed performance period will be included in the Cost Proposal.

1.21 Meetings: A Preconstruction Meeting will be required post award and prior to survey. The purpose of this meeting is to completely review the job and the specifications to confirm mutual understanding of the job content and performance. Weekly progress meetings will also be required.

1.22 Standard Warranty: N/a

1.23 Quality Control: The Contractor shall establish and maintain quality control to assure compliance with contract requirements and shall maintain records of quality control for all survey operations required under this section. A copy of these records, as well as the records of corrective action taken, shall be furnished to the Government.

1.24 Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions:

1.24.1 Notify the COR prior to arranging with Baltimore Gas and Electric (BG&E) to shut off and turn on electrical and/or natural gas utilities. Notify the COR not less than 7 days in advance of proposed utility interruptions. The Government will be responsible for all BG&E connection fees. Do not proceed with utility interruptions without the COR’s written permission.

1.24.2 Owner’s Trades personnel will make the necessary disconnects of any / all utilities, and for any RTUs the contractor will need to remove, for roofing installation, and reconnections of the same, upon completion by the contractor. Notify the COR not less than 7 days in advance of proposed utility interruptions.

1.25 Product Information: Provide all material submittals utilizing AF IMT 3000, Material Approval Submittal are available at http://www.usmilitarycontracting.com/uploads/ Attach_6.pdf for approval by the COR prior to construction. Submit 4 sets of all AF IMT 3000 with attachments; 1 set for BCE, 1 set for Contracting, and 2 sets will be returned to the Contractor.

1.26 Submittals: All submittals listed below shall be submitted after award at least ten working days prior to use on site, or as noted below.

1.26.1 Project Schedule

1.26.2 Safety Plan

1.26.3 Quality Control Plan

1.26.4 Safety Data Sheets (SDS)

1.26.5 Preliminary Survey: Prior to submittal of final, hardcopy documents, the surveyor must notify the COR/Technical Representative that the field work has been completed and must submit unsigned electronic files of the draft survey, legal descriptions (.pdf); the computer-generated tabulation of bearings; and the draft surveyor’s report. These documents must be of sufficient detail for the field review by MDANG to verify that the monuments and witness posts were installed as required and to verify that the area surveyed represents the area to be conveyed. These files must be sent to the COR, /Technical Representative as determined by the work order.

The COR/Technical Representative will review the preliminary survey documents based on land survey specifications requirements and notify the surveyor of any initial revisions or modifications required. MDANG must document the onsite review and the COR/Technical Representative will notify the surveyor of any further revisions or modifications required.

1.26.6 Final Survey: The survey plat must, at minimum, include the following items:

1.26.6.1 The surveyor’s seal affixed to the survey plat, signed, and dated by the surveyor.

1.26.6.2 Latitude and longitude and State plane coordinates (NAD 83) for the point of beginning and other specified points.

1.26.6.3 Location map inset showing area, major roads, and nearest municipality.

1.26.6.4 The record description of the property or the reference to the source of the recorded description of the property on which it is located.

1.26.6.5 The survey description of the area as exhibit A to the survey.

1.26.6.6 North arrow. Convergence angle between grid north and the true meridian as defined by the axis of the earth’s rotation shall be shown.

1.26.6.7 Graphic scale.

1.26.6.8 The point of beginning of the boundary must be clearly identified and noted as such. If the point of commencement differs from the point of beginning, it must be clearly identified and noted.

1.26.6.9 The surveyor must identify all lines on the plat of survey by line type or note. The surveyor must indicate and cite the source of all lines copied from previous surveys, copied from tax maps, or plotted from deeds.

1.26.6.10 Label adjoining properties listing landowner, recording information and property assessor identification information.

1.26.6.11 Show and label State, county and municipal boundaries that impact the area.

1.26.6.12 The direction of courses, shown in bearings to whole seconds of arc, and the distances to hundredths of feet for all courses, course tables may be used on the survey plat. All data must be referenced to the appropriate State plane coordinate system, referenced to the NSRS U.S. Survey Foot, and basis of bearing to grid north of the appropriate State plane coordinate system.

1.26.6.13 The central angles, length of curves, radii, and the length and bearing of the long chords from the point of curvatures to the point of tangencies for each curve along the boundary line.

Note: In addition, curves should be noted on the survey plat as either simple curves, compound curves, or spiral curves (also note if they are railroad or highway curves) curve tables may be used on the survey plat.

1.26.6.14 Scale factor and geoid used for State plane coordinate values with note stating what portion of the survey was performed using GPS equipment, the precision of work in relative positional accuracy, and how GPS data was determined:

1.26.6.15 Type of GPS equipment used. Model number, manufacturer, and type of frequency.

1.26.6.16 Type of GPS survey preformed (static, RTK, adjusted RTK, etc.).

1.26.6.17 Monuments identified as set or found, along with a description of the monument.

1.26.6.18 Area of the surveyed.

1.26.6.19 Observed evidence of possession or occupation and use by others on the subject parcel or across any boundary lines of the subject property. Major topographical features shown such as highways, roads, field roads, railroads, trails, streams, creeks, and rivers that cross the property line.

1.26.6.20 Recorded encumbrances, rights of way or other areas as listed in the preliminary title commitment or found when researching deeds for the subject or adjoining properties.

1.26.6.21 Observed and field-located evidence of any utilities, or infrastructure not addressed in

1.29.6.20 and 1.29.6.22

1.26.6.22 Name, registration number, address, and phone number of the professional land surveyor in responsible charge of the survey.

1.26.6.23 Client name.

1.26.6.24 Date survey was completed.

1.27 Base Access: 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.)

1.28 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.

1.29 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 45 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-based training (CBT) course on Joint Knowledge Online (JKO) at https://jkodirect.jten.mil/Atlas2/ faces/page/login/Login.seam. 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 Boundary Survey Scope of Work:

2.1.1 The contractor shall conduct a National Society of Professional Surveyors (NSPS) survey of the Maryland ANG licensed property on Martin State Airport to establish and record the boundaries of said property. The encroachment area posed by Lockheed Martin Groundwater Treatment Plant shall be temporarily marked and quantified. The contractor shall use the legal description described in the Department of Air Force license to the Air National Guard to establish the boundaries corners. The contractor shall also place (numbered, stamped USACE monuments) at all major corners of the boundary of the property, unless already marked or referenced by existing monuments or witness in close proximity to the corner.

2.2 Survey Area and Geographical Region: The surveyor will perform the work in the geographical region of Maryland. The surveyor must inspect documents provided by MDANG and recorded documents in the county land registrar’s office for the purpose of retrieving deeds of record and recorded plat maps for the subject and adjoining properties.

Existing recorded rights-of-way, utilities or infrastructure, and exceptions listed in the preliminary title commitment must be plotted and shown on the final plat of survey.

2.2.1 The surveyor must show latitude and longitude along with the State plane coordinates based on the North American Datum of 1983 (NAD 83), the Lamber coordinates system of MD, and orthometric elevations GEOM 2012.

2.2.2 All coordinate values shown must be georeferenced to the National Spatial Reference System (NSRS) in compliance with Bureau of Land Management (BLM) “Incorporating Standards for the Positional Accuracy of Cadastral Surveys When Using Global Navigation Satellite Systems,” and documented in such a manner that future surveyors can confidently replicate the position.

2.2.3 If the title line of the area to be surveyed differs from the area currently possessed or is subject to a claim by others, the differences must be shown on the plat of survey, noted in the surveyor’s report, and the area adjusted as follows:

2.2.4 If the title lines fall short of the apparent lines of current possession, the boundary must not cross the title line.

2.2.5 If the title lines cross apparent lines of current possession, the boundary must not cross the apparent lines as possessed.

2.2.6 If title line and the adjoining property title line create an overlap or gap, the boundary must exclude the overlap or gap area.

2.2.7 Any conflicts or encroachments discovered by the surveyor in the course of the work must be reported to the COR/Technical Representative in writing within 5 business days. The surveyor is not required to resolve title or possession conflicts but is required to report facts and any professional opinions that may be relative to the conflict. The contractor must cease work in area of conflict as directed.

2.2.8 Any significant (more than 10 percent) variation from the preliminary area estimated (square meters) should be reported immediately to MDANG.

2.3 Boundary Lines and Markings: Property lines lying within wooded areas less than 100 feet wide (e.g., fence rows) with open agricultural or undeveloped land on either side is not subject to wooded area standards. Monuments and witness posts must not be placed in the flow line of drainage ditches.

2.3.1 All monuments must be thoroughly described and specifically identified as set or found, whenever shown on maps or referred to in documents prepared by the surveyor. Descriptions of monuments must be sufficiently detailed to readily facilitate future recovery by other surveyors and to enable positive identification.

2.3.2 All monuments must be a minimum of 5/8-inch diameter solid steel and a minimum of 24 inches long. Monument caps, must be placed on each monument. In open areas, the monument must be driven just below the ground surface. In wooded areas, monuments must not be driven below the ground surface. If there is a reason that such a monument cannot be established, the reason for a deviation from the MDANG specifications must be noted on the face of the plat of survey.

2.3.3 If the proposed boundary is along a river, creek, bayou, lake, drainage ditch, or other water body, the boundary to be surveyed will be determined on a case-by-case basis after onsite clarification with the COR/Technical Representative and in compliance with appropriate State law on water boundaries.

2.3.4 An offset witness corner is required on each boundary line intersecting a river, creek, bayou, lake, drainage ditch, or other water body boundary and for angle points that lie within the water boundary. The witness corner must be monumented to provide a visual marker on the ground for use in maintaining the boundary integrity. Witness corner locations must be as close to the actual corner as practicable considering factors such as visibility, potential stream bank changes, encroachment, and recreational use in the area. Witness corner locations with bearings and distances to the actual corners must be clearly documented on the survey plat of the area and cited in the boundary description.

2.4 Deliverables: The contractor shall provide survey data to the government according to the Geographical Information System (GIS) Data Format Specifications 3.1.1 located in the attachments.

2.4.1 The contractor shall provide two (2) set of the survey data on archival grade CD media for archiving data. In addition, the contractor shall provide two (2) architectural “D” sheets of the surveyed area showing the property boundaries, i.e., plat map.

2.4.2 AutoCAD, version 2009 file of the survey. The .dwg file must be georeferenced to the appropriate State Plane Coordinate System, referenced to the NSRS U.S. Survey Foot, and basis of bearing to grid north of the appropriate State plane coordinate system. The perimeter of the area and the s should be attributed as a separate and extractable polyline layer or polygon feature component of the drawing for conversion to a Geographic Information System (GIS) documentation identifying which coordinate system is used (for example, MO Coordinate System of 1983, West Zone, NAD 83 horizontal datum, survey units – U.S. Survey Foot).

2.4.3 Separate polygon shape files of the area and with all points projected into the appropriate State plane coordinate system in a (.shp, .dbf or .shx) format.

2.4.4 Provide ESRI ArcGIS Info shapefile (.shp, .dbf, .shx) or geodatabase (.gdb) Projection must be clearly defined.

2.4.5 PDF file of the final signed survey plat.

2.4.6 MS Word or text document containing the boundary descriptions and descriptions of the if applicable.

3 Certifications: Professional Land Surveyor License.

4 Standards: All survey data obtained by the surveyor must be recorded and maintained in accordance with State standards of practice.

5 List of attachments:

5.1 Department of the Air Force License and Amendments

5.2 Geographical Information System (GIS) Data Format Specifications

5.3 Perimeter Plat MDANG Leased Area 2015

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