Attachment 1 - Performance Work Statement V2.pdf

Performance Work Statement

Metes and Bounds Surveys Multiple Locations

Commonwealth of Northern Mariana Islands

9 October 2025

PACAF A4C

Regional Planning Team – Micronesia

Andersen Air Force Base, Guam

NAVFAC Pacific Cadastral

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1.0 General

1.1 Background

The U.S. Government seeks to lease land near the Saipan International Airport and Rota International Airport to construct storage warehouses and equipment pads. Metes and bounds surveys of each location are required for the CNMI Commonwealth Port Authority (CPA) to develop the lease agreements.

1.2 Objective

The purpose of this SOW is to perform comprehensive metes and bounds surveys of property located at Saipan International Airport and Rota International Airport. The survey shall establish precise property boundaries and provide accurate measurements and bearings of all property lines. See:

Attachment A for project boundaries at Rota International Airport.

Attachment B for project boundaries at Saipan International Airport.

Attachment C for project boundaries at Rota International Airport.

Attachment D for project boundaries at Saipan International Airport.

2.0 Scope of Work

The Contractor shall

• Furnish all labor, equipment, and materials necessary for carrying out this SOW

2.1 Field Survey Services

• Locate and verify existing property corners and monuments

• Set new monuments where corners are missing or destroyed

• Measure distances, angles, and elevations using appropriate surveying instruments

• Identify and locate all visible encroachments, easements, and improvements

• Research and tie into established control points or benchmarks and show balanced and adjusted traverse nails used when determining boundaries on a separate plot before plats are filed.

• Document all findings with field notes and sketches to be provided as a deliverable

• All services rendered shall comply with this SOW, attached drawings, and referenced criteria

2.2 Research Services

• Review deed records, plats, and previous surveys

• Research property chain of title for boundary evidence

• Examine recorded easements and restrictions

• Review municipal records and federal requirements for setback requirements and zone information

• Coordinate with Federal Aviation Administration and local utility companies to identify all pertinent easements

2.3 Deliverables

• Survey Plat Map approved and recorded by the Division of Registration and Land Survey showing:

o Identify and include adjacent property owners, deed/plat book, and page number o Location of features within 5 feet of both sides of the proposed boundaries o Metes and bounds description with precise bearings and distances o Location of all found and set monuments o Dimensions and area calculations in both English and Metric Units o North arrow and scale o Legend and notes o Surveyor’s certification and seal

• Written Legal Description signed and stamped by the surveyor suitable for deed preparation

• Field Notes, documentation of survey methods, and field sketches

• Digital Files (.dwg AutoCAD 2014 or later but not newer than AutoCAD 2020 and .pdf)

3.0 Technical Specifications

3.1 Accuracy Standards

• Linear measurements: +/- 0.02 feet

• Monument placement: +/- 0.05 feet from calculated position

• All measurements shall be referenced to CNMI’s required coordinate system.

3.2 Monument Standards

• Set 2” diameter U.S. Navy Boundary Marker marked with surveyor’s license number (U.S. Navy will provide 2” diameter brass disk boundary markers)

• Minimum 18” length, driven to refusal or as required by local standards

• All monuments set flush with ground surface unless otherwise specified

4.0 Exclusions

This survey does not include:

• Topographic mapping or elevation certificates

• Wetland delineation or environmental assessments

• Subsurface utility location

• Building layout or construction staking

• Interior improvements or square footage calculations

5.0 Schedule and Deliverables

• Research and Field Work Completion: 60 days after contract award

• Draft Survey Submittal to U.S. Navy for review: 90 days after contract award

• Draft Survey Submittal to Division of Registration and Land Survey: 30 days after U.S.

Navy review

• Final Deliverables: 10 days after receipt of signed and approved map from Division of

Registration and Land Survey

6.0 Specifications

6.1 Rota International Airport Warehouse Location and Access Road (approximately 19.7 acres)

6.2 Saipan International Airport Warehouse Location (approximately 8.3 acres)

6.3 Rota International Airport Equipment Pads (2)

(approximately 1200sf, each)

6.4 Saipan International Airport Equipment Pads (2)

(approximately 1200sf, each)

7.0 Criteria

All work shall be performed in accordance with:

• CNMI laws and regulations, including but not limited to: Title 85-40.2

• CNMI Board of Professional Land Surveyors regulations

• Industry standard practices and procedures

The survey contractor shall arrange for technical contact and conference through the POC.

Keep the POC informed of the progress and problems encountered. The survey contractor will designate an individual who will be directly responsible for and who will be the contact on all matters pertaining to this contract.

mailto:356ECEG.CONS.Team@us.af.mil

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5Attachment A

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CRACK

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CRACK

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SPALLING

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3/4 SLAB

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FENCE GATE

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PAVED FENCE APRON

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LONGITUDINAL RW SHOULDER JOINT

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EDGE OF PAVEMENT

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RW FENCE

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PAVED RW FENCE APRON

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HEADWALL

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INV. IN:591.20'

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ELECTRIC MH

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OLD BLDG

AutoCAD SHX Text Point Number: 10

AutoCAD SHX Text Northing : 5142492.9040'

AutoCAD SHX Text Easting : 1019083.2850'

AutoCAD SHX Text Point Elevation: 590.945'

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LOCATION AND TOPO

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WAS DONE FROM THIS NAIL.

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RW FENCE

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WOODEN POST AND BARBED WIRE CATTLE FENCE

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WOODEN POST AND BARBED WIRE CATTLE FENCE

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WOODEN POST AND BARBED WIRE CATTLE FENCE

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WOODEN POST AND BARBED WIRE CATTLE FENCE

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SOIL STOCKPILE

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5' TO 8' HIGH

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PROPOSED LEASE AREA 19.7AC 858163.3FT²

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ASPHALT DRIVE

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TIE IN TO EX. ASPHALT RD.

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ASPHALT ACCESS / DRIVE

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ASPHALT DRIVE

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EX. RAMP

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SECURITY FENCE

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PROP. GATE

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ASPHALT LOADING AREA / DRIVE

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BOUNDARY

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BOUNDARY

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BOUNDARY

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BOUNDARY

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PROP. GATE

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PROPOSED LEASE AREA 8.31 AC 33638 M²

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AutoCAD SHX Text 1672776.23

AutoCAD SHX Text 1672731.11

AutoCAD SHX Text 1672732.64

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AutoCAD SHX Text 1672646.10

AutoCAD SHX Text 1672730.36

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AutoCAD SHX Text 363117.71

AutoCAD SHX Text 363134.75

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AutoCAD SHX Text 363138.26

AutoCAD SHX Text 363166.85

AutoCAD SHX Text 363400.69

AutoCAD SHX Text 363360.98

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SHEET NOTES

1. HORIZONTAL & VERTICAL CONTROL SURVEY WAS BASED FROM

UTM-WGS 1984 DATUM, ZONE 55 NORTH, METER; CENT. MERIDIAN

147D E WITH THE FOLLOWING COORDINATES AND ELEVATION:

CONTROL POINT#10

NORTHING: 5142492.9040

EASTING: 1019083.2850

ELEVATION: 590.945 USFT

CONTROL POINT #11

NORTHING: 5142250.0130

EASTING 1018571.6790

ELEVATION: 589.514 USFT

2. TOTAL AREA: 1102 SF

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SHEET NOTES

1. HORIZONTAL & VERTICAL CONTROL SURVEY WAS BASED FROM

UTM-WGS 1984 DATUM, ZONE 55 NORTH, METER; CENT. MERIDIAN

147D E WITH THE FOLLOWING COORDINATES AND ELEVATION:

CONTROL POINT#10

NORTHING: 5142492.9040

EASTING: 1019083.2850

ELEVATION: 590.945 USFT

CONTROL POINT #11

NORTHING: 5142250.0130

EASTING 1018571.6790

ELEVATION: 589.514 USFT

2. TOTAL AREA: 1102 SF

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2Attachment C (cont.)

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1. SURVEY FOR THIS AREA HAS NOT BEEN CONDUCTED. MAAS

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2. TOTAL AREA: 1102 SF

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