Attachment 1 - Performance Work Statement V3.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 Mark the boundary line for locations specified in Attachment A and Attachment B with flagging tape. Attach either fluorescent orange or red-and-white striped flagging tape to trees or vegetation at shoulder height where applicable or attach flagging to stakes driven in the ground, spaced approximately 20 feet apart.

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.

LEASE BOUNDARY

CONSTRUCT PPWE STORAGE K-SPANS

ROTA IAP

DEPARTMENT OF THE AIR FORCE

PACAF A4C / RPT-M

ANDERSEN AFB, GUAM

CIVIL SITE PLAN SAKW24-1347 PACAF A4C/RPT-M

PACAF A4C/RPT-M PACAF A4C/RPT-M

08 JULY 2025

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Point Table

Point # Northing Easting Description

3 1672776.23 363117. 71 Lease Boundary

4 1672731.11 363134.75 Lease Boundary

5 1672732.64 363139.57 Lease Boundary

6 1672723.42 363142.79 Lease Boundary

7 1672721.83 363138.26 Lease Boundary

8 1672646.10 363166.85 Lease Boundary

9 1672730.36 363400.69 Lease Boundary

10 1672851.70 363360.98 Lease Boundary

N 5143636.71785163 E 1015639.1262473

N 5143622.23768274 E 1015638.36815167

RUNWAY CENTERLINE

N 5143409.21653262 3 E 1015630.93447246

N 5143394.729744 E 1015630.31563854

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N 5143245.79079512 E 1019429.16046845

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