SOURCES SOUGHT
R -- Topographic Survey of Northampton VA Medical Center Property
- Notice Date
- 7/8/2024 2:14:39 PM
- Notice Type
- Sources Sought
- NAICS
- 541330
— Engineering Services
- Contracting Office
- 241-NETWORK CONTRACT OFFICE 01 (36C241) TOGUS ME 04330 USA
- ZIP Code
- 04330
- Solicitation Number
- 36C24124Q0715
- Response Due
- 7/17/2024 1:00:00 PM
- Archive Date
- 09/15/2024
- Point of Contact
- Carissa Sarazin, Contract Specialist, Phone: 401-273-7100
- E-Mail Address
-
carissa.sarazin@va.gov
(carissa.sarazin@va.gov)
- Small Business Set-Aside
- SDVOSBC Service-Disabled Veteran-Owned Small Business (SDVOSB) Set-Aside (FAR 19.14)
- Awardee
- null
- Description
- This is a Sources Sought notice only. This is not a request for quotes and no contract will be awarded from this announcement. The Government will not provide any reimbursement for responses submitted in response to this Source Sought notice. Respondents will not be notified of the results of the evaluation. The purpose of this announcement is to perform market research to gain knowledge of potential qualified sources and their size classification relative to NAICS 541330, (Engineering Services) with a size standard $25.5million. The Department of Veterans Affairs (VA), Network Contracting Office 1 (NCO 1) is seeking to identify any vendor capable of providing a Boundary Survey per the requirements below. Refer to the Statement of Work below for the requested requirement description. The standard shall be of quality; meeting or exceeding those outlined in the Statement of Work. This Sources Sought notice provides an opportunity for respondents to submit their capability and availability to provide the requirement described below. Vendors are being invited to submit information relative to their potential to fulfill this requirement, in the form of a capability response that addresses the specific requirement identified in this Sources Sought. Information received from this Sources Sought shall be utilized to facilitate the Contracting Officer s review of the market base, for acquisition planning, size determination, and procurement strategy. Submission Instructions: Interested parties who consider themselves qualified to Perform Boundary Surveys are invited to submit a response to this Sources Sought Notice by 7-17-2024. All responses under this Sources Sought Notice must be emailed to carissa.sarazin@va.gov. Telephone inquiries will not be accepted or acknowledged, and no feedback or evaluations will be provided to companies regarding their submissions. Interested parties should complete the attached Sources Sought Worksheet. Parties may submit additional information related to their capabilities, provided it contains all the requirements contained in the Sources Sought Worksheet. Responses to this Sources Sought shall not exceed 8 pages. In addition, all submissions should be provided electronically in a Microsoft Word or Adobe PDF format. SAM: Interested parties shall be register in the System for Award Management (SAM) as prescribed in FAR Clause 52.232-33. SAM information can be obtained by accessing the internet at www.sam.gov or by calling 1-866-606-8220. Interested parties not registered in SAM will be ineligible to receive a government contract, should a solicitation be issued resulting from this Sources Sought. VISTA: The VA utilizes VISTA to issue a purchase order and liquidate invoices. Failure to register in VISTA may result in exclusion from the issuance of a VA contract, should a solicitation be issued resulting from this Sources Sought. Attachment 1 Sources Sought Worksheet QUALIFICATION INFORMATION: Company / Institute Name: _______________________________________________________ Address: ______________________________________________________________________ Phone Number: ________________________________________________________________ Point of Contact: _______________________________________________________________ E-mail Address: ________________________________________________________________ Unique Entity Identifier (UEI) #: ___________________________________________________ CAGE Code: __________________________________________________________________ Other available contract vehicles (GSA/FSS/NASA SEWP/ETC): ________________________ _____________________________________________________________________________ _____________________________________________________________________________ SOCIO-ECONOMIC STATUS: VIP Verified SDVOSB: (Y / N) VIP Verified VOSB: (Y / N) 8(a): (Y / N) HUBZone: (Y / N) Economically Disadvantaged Women-Owned Small Business: (Y / N) Women-Owned Small Business: (Y / N) Small Business: (Y / N) NOTE: Respondent claiming SDVOSB and VOSB status shall be registered and Center for Veterans Enterprise (CVE) verified in VetBiz Registry www.vetbiz.gov. BASED ON THE RESPONSES TO THIS SOURCES SOUGHT NOTICE/MARKET RESEARCH, THIS REQUIREMENT MAY BE SET-ASIDE FOR SDVOSB, VOSB, SMALL BUSINESSES OR PROCURED THROUGH FULL AND OPEN COMPETITION. CAPABILITY STATEMENT: Provide a brief capability and interest in providing the supply of Shower Repairs as listed in Attachment 2 Statement of Work with enough information to determine if your company can meet the requirement. The capabilities statement for this Sources Sought is not a Request for Quotation, Request for Proposal or Invitation for Bid, nor does it restrict the Government to an ultimate acquisition approach, but rather the Government is requesting a short statement regarding the company s ability to provide the services outlined in the SOW. Any commercial brochures or currently existing marketing material may also be submitted with the capabilities statement. This synopsis is for information and planning purposes only and is not to be construed as a commitment by the Government. The Government will not pay for information solicited. Respondents will not be notified of the results of the evaluation. ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ Attachment 2 Performance Work Statement Department of Veterans Affairs (VA) Medical Center, Leeds MA Boundary Survey of the Edward P. Boland Campus 1. GENERAL The VA Central Western Mass. Edward P Boland Campus in Leeds, MA requires survey confirmation of the property owned by the VA. The original Tract was approximately 280 Acres and is now approximately 105. The VA has records of agreements/conveyances that may or may not have occurred/been recorded over the and is looking for confirmation of the property owned by the VA through a ALTA/NSPS Land Title survey. The Edward P. Boland campus also has a lot of construction going on and needs a survey control network installed to standardized and coordinate construction and records throughout the campus. A traverse through the control points installed is required and shall be submitted with the control point coordinates. The control network shall use the Massachusetts State Plane Coordinate System. Place of Performance: 421 N. Main St, Leeds MA 2. PROJECT SCOPE OF WORK Item 1 Conduct an ALTA/NSPS LAND TITLE SURVEY 1 Lump Sum See Attachment 1 ALTA/NSPS LAND TITLE SURVEY Table A ALTA deliverables: Plat hard copy (min 24 x36 ) Plat digital copy Plat does not have to be recorded. Provide copies of all recorded conveyances, plats and deeds for 1922 to present. Item 2 Install Survey Control Monument 15 Each Furnish and install precast concrete monument 6 x6 x36 with 2.5 minimum Bronze Marker. Markers will be placed at locations agreed to with the COR. Include costs to traverse and balance the control point network. See Attachment 2 - Example Marker. Item 3 Install Survey Control Disk 10 Each Furnish and install a 2.5 minimum bronze marker on either a rebar base or in existing concrete. Rebar shall be a minimum of 2 long #5 bar. Concrete Install will be drilled and grouted into existing concrete. Include costs to traverse and balance the control point network. See Attachment 2 - Example Marker. Item 4 Topographic Survey of Property 1 Lump Sum This item is an add alternate for Items 5 and 15 of ALTA/NSPS LAND TITLE SURVEY Table A. Perform a topographic survey of the property, survey drones would be permitted for this task. 1/24/2024 3. The performance period for this work is 120 days from time of award, unless other time frames are approved in writing by the contracting office with no options to renew. a) Services will be performed during business hours 7:00am 4:30 pm. If work needs to be done off hours, it must be coordinated with the COR. b) There will be no unscheduled work during Federal Holidays. VHA Supplemental Contract Requirements for Combatting COVID-19 1. Contractor employees who work in or travel to VHA locations must comply with the following: a. Documentation requirements: 1) If fully vaccinated, contractors shall show proof of vaccination. i. NOTE: Acceptable proof of vaccination includes a signed record of immunization from a health care provider or pharmacy, a copy of the COVID-19 Vaccination Record Card (CDC Form MLS- 319813_r, published on September 3, 2020), or a copy of medical records documenting the vaccination. 2) If unvaccinated, contractors shall show negative COVID-19 test results dated within three calendar days prior to desired entry date. Test must be approved by the Food and Drug Administration (FDA) for emergency use or full approval. This includes tests available by a doctor s order or an FDA approved over-the-counter test that includes an affiliated telehealth service. 3) Documentation cited in this section shall be digitally or physically maintained on each contractor employee while in a VA facility and is subject to inspection prior to entry to VA facilities and after entry for spot inspections by Contracting Officer Representatives (CORs) or other hospital personnel. 4) Documentation will not be collected by the VA; contractors shall, at all times, adhere to and ensure compliance with federal laws designed to protect contractor employee health information and personally identifiable information. 2. Contractor employees are subject to daily screening for COVID-19 and may be denied entry to VA facilities if they fail to pass screening protocols. As part of the screening process contractors may be asked screening questions found on the COVID-19 Screening Tool. Check regularly for updates. a. Contractor employees who work away from VA locations, but who will have direct contact with VA patients shall self-screen utilizing the COVID-19 Screening Tool, in advance, each day that they will have direct patient contact and in accordance with their person or persons who coordinate COVID-19 workplace safety efforts at covered contractor workplaces. Contractors shall, at all times, adhere to and ensure compliance with federal laws designed to protect contractor employee health information and personally identifiable information. 3. Contractor must immediately notify their COR or Contracting Officer if contract performance is jeopardized due to contractor employees being denied entry into VA Facilities. 1/24/2024 4. For indefinite delivery contracts: Contractor agrees to comply with VHA Supplemental Contract Requirements for any task or delivery orders issued prior to this modification when performance has already commenced. American Land Title Association® (ALTA) Minimum Standard Detail Requirements National Society of Professional Surveyors (NSPS) For ALTA/NSPS Land Title Surveys Copyright 2021. All rights reserved. Page 1 of 10 American Land Title Association and National Society of Professional Surveyors MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS (Effective February 23, 2021) 1. Purpose - Members of the American Land Title Association® (ALTA) have specific needs, unique to title insurance matters, when asked to insure title to land without exception as to the many matters which might be discoverable from survey and inspection, and which are not evidenced by the public records. For a survey of real property, and the plat, map or record of such survey, to be acceptable to a title insurance company for the purpose of insuring title to said real property free and clear of survey matters (except those matters disclosed by the survey and indicated on the plat or map), certain specific and pertinent information must be presented for the distinct and clear understanding between the insured, the client (if different from the insured), the title insurance company (insurer), the lender, and the surveyor professionally responsible for the survey. In order to meet such needs, clients, insurers, insureds, and lenders are entitled to rely on surveyors to conduct surveys and prepare associated plats or maps that are of a professional quality and appropriately uniform, complete, and accurate. To that end, and in the interests of the general public, the surveying profession, title insurers, and abstracters, the ALTA and the NSPS jointly promulgate the within details and criteria setting forth a minimum standard of performance for ALTA/NSPS Land Title Surveys. A complete 2021 ALTA/NSPS Land Title Survey includes: (i) the on-site fieldwork required pursuant to Section 5, (ii) the preparation of a plat or map pursuant to Section 6 showing the results of the fieldwork and its relationship to documents provided to or obtained by the surveyor pursuant to Section 4, (iii) any information from Table A items requested by the client, and (iv) the certification outlined in Section 7. 2. Request for Survey - The client shall request the survey, or arrange for the survey to be requested, and shall provide a written authorization to proceed from the person or entity responsible for paying for the survey. Unless specifically authorized in writing by the insurer, the insurer shall not be responsible for any costs associated with the preparation of the survey. The request must specify that an ""ALTA/NSPS LAND TITLE SURVEY"" is required and which of the optional items listed in Table A, if any, are to be incorporated. Certain properties or interests in real properties may present issues outside those normally encountered on an ALTA/NSPS Land Title Survey (e.g., marinas, campgrounds, mobile home parks, easements, leases, mineral interests, other non-fee simple interests). The scope of work related to surveys of such properties or interests in real properties should be discussed with the client, lender, and insurer, and agreed upon in writing prior to commencing work on the survey. When required, the client shall secure permission for the surveyor to enter upon the property to be surveyed, adjoining properties, or offsite easements. 3. Surveying Standards and Standards of Care A. Effective Date - The 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys are effective February 23, 2021. As of that date, all previous versions of the Minimum Standard Detail Requirements for ALTA/ACSM or ALTA/NSPS Land Title Surveys are superseded by these standards. B. Other Requirements and Standards of Practice - Many states and some local jurisdictions have adopted statutes, administrative rules, and/or ordinances that set out standards regulating the practice of surveying within their jurisdictions. In addition to the standards set forth herein, surveyors must also conduct their surveys in accordance with applicable jurisdictional survey requirements and standards of practice. Where conflicts between the standards set forth herein American Land Title Association® (ALTA) Minimum Standard Detail Requirements National Society of Professional Surveyors (NSPS) For ALTA/NSPS Land Title Surveys Copyright 2021. All rights reserved. Page 2 of 10 American Land Title Association and National Society of Professional Surveyors and any such jurisdictional requirements and standards of practice occur, the more stringent must apply. C. The Normal Standard of Care - Surveyors should recognize that there may be unwritten local, state, and/or regional standards of care defined by the practice of the prudent surveyor in those locales. D. Boundary - The boundary lines and corners of any property or interest in real property being surveyed (hereafter, the surveyed property or property to be surveyed ) as part of an ALTA/NSPS Land Title Survey must be established and/or retraced in accordance with appropriate boundary law principles governed by the set of facts and evidence found in the course of performing the research and fieldwork. E. Measurement Standards - The following measurement standards address Relative Positional Precision for the monuments or witnesses marking the corners of the surveyed property. i. Relative Positional Precision means the length of the semi-major axis, expressed in meters or feet, of the error ellipse representing the uncertainty in the position of the monument or witness marking any boundary corner of the surveyed property relative to the position of the monument or witness marking an immediately adjacent boundary corner of the surveyed property resulting from random errors in the measurements made in determining those positions at the 95 percent confidence level. Relative Positional Precision can be estimated by the results of a correctly weighted least squares adjustment of the survey. Alternatively, Relative Positional Precision can be estimated by the standard deviation of the distance between the monument or witness marking any boundary corner of the surveyed property and the monument or witness marking an immediately adjacent boundary corner of the surveyed property (called local accuracy) that can be computed using the full covariance matrix of the coordinate inverse between any given pair of points, understanding that Relative Positional Precision is based on the 95 percent confidence level, or approximately 2 standard deviations. ii. Any boundary lines and corners established or retraced may have uncertainties in location resulting from (1) the availability, condition, history and integrity of reference or controlling monuments, (2) ambiguities in the record descriptions or plats of the surveyed property or its adjoiners, (3) occupation or possession lines as they may differ from the written title lines, or (4) Relative Positional Precision. Of these four sources of uncertainty, only Relative Positional Precision is controllable, although, due to the inherent errors in any measurement, it cannot be eliminated. The magnitude of the first three uncertainties can be projected based on evidence; Relative Positional Precision is estimated using statistical means (see Section 3.E.i. above and Section 3.E.v. below). iii. The first three of these sources of uncertainty must be weighed as part of the evidence in the determination of where, in the surveyor s opinion, the boundary lines and corners of the surveyed property should be located (see Section 3.D. above). Relative Positional Precision is a measure of how precisely the surveyor is able to monument and report those positions; it is not a substitute for the application of proper boundary law principles. A boundary corner or line may have a small Relative Positional Precision because the survey measurements were precise, yet still be in the wrong position (i.e., inaccurate) if it was established or retraced using faulty or improper application of boundary law principles. iv. For any measurement technology or procedure used on an ALTA/NSPS Land Title Survey, the surveyor must (1) use appropriately trained personnel, (2) compensate for systematic errors, including those associated with instrument calibration, and (3) use appropriate error propagation and measurement design theory (selecting the proper instruments, geometric layouts, and field and computational procedures) to control random errors such that the maximum allowable Relative Positional Precision outlined in Section 3.E.v. below is not exceeded. v. The maximum allowable Relative Positional Precision for an ALTA/NSPS Land Title Survey is 2 cm (0.07 feet) plus 50 parts per million (based on the direct distance between the two American Land Title Association® (ALTA) Minimum Standard Detail Requirements National Society of Professional Surveyors (NSPS) For ALTA/NSPS Land Title Surveys Copyright 2021. All rights reserved. Page 3 of 10 American Land Title Association and National Society of Professional Surveyors corners being tested). It is recognized that in certain circumstances, the size or configuration of the surveyed property, or the relief, vegetation, or improvements on the surveyed property, will result in survey measurements for which the maximum allowable Relative Positional Precision may be exceeded in which case the reason shall be noted pursuant to Section 6.B.x. below. 4. Records Research - It is recognized that for the performance of an ALTA/NSPS Land Title Survey, the surveyor will be provided with appropriate and, when possible, legible data that can be relied upon in the preparation of the survey. In order to complete an ALTA/NSPS Land Title Survey, the surveyor must be provided with the following: A. The current record description of the real property to be surveyed or, in the case of an original survey prepared for purposes of locating and describing real property that has not been previously separately described in documents conveying an interest in the real property, the current record description of the parent parcel that contains the property to be surveyed; B. Complete copies of the most recent title commitment or, if a title commitment is not available, other title evidence satisfactory to the title insurer; C. The following documents from records established under state statutes for the purpose of imparting constructive notice of matters relating to real property (public records): i. The current record descriptions of any adjoiners to the property to be surveyed, except where such adjoiners are lots in platted, recorded subdivisions; ii. Any recorded easements benefitting the property to be surveyed; and iii. Any recorded easements, servitudes, or covenants burdening the property to be surveyed; and D. If desired by the client, any unrecorded documents affecting the property to be surveyed and containing information to which the survey shall make reference. Except, however, if the documents outlined in this section are not provided to the surveyor or if non-public or quasi-public documents are otherwise required to complete the survey, the surveyor must conduct that research which is required pursuant to the statutory or administrative requirements of the jurisdiction where the surveyed property is located and that research (if any) which is negotiated and outlined in the terms of the contract between the surveyor and the client. 5. Fieldwork - The survey must be performed on the ground (except as may be otherwise negotiated pursuant to Table A, Item 15 below). Except as related to the precision of the boundary, which is addressed in Section 3.E. above, features located during the fieldwork shall be located to what is, in the surveyor s professional opinion, the appropriate degree of precision based on (a) the planned use of the surveyed property, if reported in writing to the surveyor by the client, lender, or insurer, or (b) the existing use, if the planned use is not so reported. The fieldwork shall include the following: A. Monuments i. The location, size, character, and type of any monuments found during the fieldwork. ii. The location, size, character, and type of any monuments set during the fieldwork, if item 1 of Table A was selected or if otherwise required by applicable jurisdictional requirements and/or standards of practice. iii. The location, description, and character of any lines that control the boundaries of the surveyed property. B. Rights of Way and Access i. The distance from the appropriate corner or corners of the surveyed property to the nearest right of way line, if the surveyed property does not abut a right of way. ii. The name of any street, highway, or other public or private way abutting the surveyed property, together with the width of the travelled way and the location of each edge of the travelled way including on divided streets and highways. If the documents provided to or obtained by the surveyor pursuant to Section 4 indicate no access from the surveyed property to the abutting street or highway, the width and location of the travelled way need not be located. American Land Title Association® (ALTA) Minimum Standard Detail Requirements National Society of Professional Surveyors (NSPS) For ALTA/NSPS Land Title Surveys Copyright 2021. All rights reserved. Page 4 of 10 American Land Title Association and National Society of Professional Surveyors iii. Visible evidence of physical access (e.g., curb cuts, driveways) to any abutting streets, highways, or other public or private ways. iv. The location and character of vehicular, pedestrian, or other forms of access by other than the apparent occupants of the surveyed property to or across the surveyed property observed in the process of conducting the fieldwork (e.g., driveways, alleys, private roads, railroads, railroad sidings and spurs, sidewalks, footpaths). v. Without expressing a legal opinion as to ownership or nature, the location and extent of any potentially encroaching driveways, alleys, and other ways of access from adjoining properties onto the surveyed property observed in the process of conducting the fieldwork. vi. Where documentation of the location of any street, road, or highway right of way abutting, on, or crossing the surveyed property was not disclosed in documents provided to or obtained by the surveyor, or was not otherwise available from the controlling jurisdiction (see Section 6.C.iv. below), the evidence and location of parcel corners on the same side of the street as the surveyed property recovered in the process of conducting the fieldwork which may indicate the location of such right of way lines (e.g., lines of occupation, survey monuments). vii. Evidence of access to and from waters adjoining the surveyed property observed in the process of conducting the fieldwork (e.g., paths, boat slips, launches, piers, docks). C. Lines of Possession and Improvements along the Boundaries i. The character and location of evidence of possession or occupation along the perimeter of the surveyed property, both by the occupants of the surveyed property and by adjoiners, observed in the process of conducting the fieldwork. ii. Unless physical access is restricted, the character and location of all walls, buildings, fences, and other improvements within five feet of each side of the boundary lines observed in the process of conducting the fieldwork (see Section 5.E.iv. regarding utility poles). Trees, bushes, shrubs, and other vegetation need not be located other than as specified in the contract, unless they are deemed by the surveyor to be evidence of possession or occupation pursuant to Section 5.C.i. iii. Without expressing a legal opinion as to the ownership or nature of the potential encroachment, the evidence, location, and extent of potentially encroaching structural appurtenances and projections observed in the process of conducting the fieldwork (e.g., fire escapes, bay windows, windows and doors that open out, flue pipes, stoops, eaves, cornices, areaways, steps, trim) by or onto adjoining property, or onto rights of way, easements, or setback lines disclosed in documents provided to or obtained by the surveyor. D. Buildings The location of buildings on the surveyed property observed in the process of conducting the fieldwork. E. Easements and Servitudes i. Evidence of any easements or servitudes burdening the surveyed property as disclosed in the documents provided to or obtained by the surveyor pursuant to Section 4 and observed in the process of conducting the fieldwork. ii. Evidence of easements, servitudes, or other uses by other than the apparent occupants of the surveyed property not disclosed in the documents provided to or obtained by the surveyor pursuant to Section 4, but observed in the process of conducting the fieldwork if they are on or across the surveyed property (e.g., roads, drives, sidewalks, paths and other ways of access, utility service lines, utility locate markings (including the source of the markings, with a note if unknown), water courses, ditches, drains, telephone lines, fiber optic lines, electric lines, water lines, sewer lines, oil pipelines, gas pipelines). iii. Surface indications of underground easements or servitudes on or across the surveyed property observed in the process of conducting the fieldwork (e.g., utility cuts, vent pipes, filler pipes, utility locate markings (including the source of the markings, with a note if unknown)). iv. Evidence on or above the surface of the surveyed property observed in the process of American Land Title Association® (ALTA) Minimum Standard Detail Requirements National Society of Professional Surveyors (NSPS) For ALTA/NSPS Land Title Surveys Copyright 2021. All rights reserved. Page 5 of 10 American Land Title Association and National Society of Professional Surveyors conducting the fieldwork, which evidence may indicate utilities located on, over, or beneath the surveyed property. Examples of such evidence include pipeline markers, utility locate markings (including the source of the markings, with a note if unknown), manholes, valves, meters, transformers, pedestals, clean-outs, overhead lines, guy wires, and utility poles on or within ten feet of the surveyed property. Without expressing a legal opinion as to the ownership or nature of the potential encroachment, the extent of all encroaching utility pole crossmembers or overhangs. F. Cemeteries As accurately as the evidence permits, the perimeter of cemeteries and burial grounds, and the location of isolated gravesites not within a cemetery or burial ground, (i) disclosed in the documents provided to or obtained by the surveyor, or (ii) observed in the process of conducting the fieldwork. G. Water Features i. The location of springs, ponds, lakes, streams, rivers, canals, ditches, marshes, and swamps on, running through, or outside, but within five feet of, the perimeter boundary of the surveyed property and observed during the process of conducting the fieldwork. ii. The location of any water feature forming a boundary of the surveyed property. The attribute(s) of the water feature located (e.g., top of bank, edge of water, high water mark) should be congruent with the boundary as described in the record description or, in the case of an original survey, in the new description (see Section 6.B.vi. below). 6. Plat or Map - A plat or map of an ALTA/NSPS Land Title Survey shall show the following information. Where dimensioning is appropriate, dimensions shall be annotated to what is, in the surveyor s professional opinion, the appropriate degree of precision based on (a) the planned use of the surveyed property, if reported in writing to the surveyor by the client, lender, or insurer, or (b) existing use, if the planned use is not so reported. A. Field Locations. The evidence and locations gathered, and the monuments and lines located during the fieldwork pursuant to Section 5 above, with accompanying notes if deemed necessary by the surveyor or as otherwise required as specified below. B. Boundary, Descriptions, Dimensions, and Closures i. (a) The current record description of the surveyed property, or (b) In the case of an original survey, the current record document number of t...
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- Place of Performance
- Address: Northampton VA Medical Center 421 N. Main Street Leeds, MA 01053
- Record
- SN07120333-F 20240710/240708230116 (samdaily.us)
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