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Request for Proposal
CITY OF NEW BEDFORD
Environmental Stewardship
New Bedford Riverwalk Planning and Design
New Bedford, Massachusetts
# 15171020
July 28, 2014
Jonathan F. Mitchell
Mayor
Environmental Stewardship
133 William Street
New Bedford, MA 02740
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CITY OF NEW BEDFORD
MASSACHUSETTS
Advertisement
REQUEST FOR PROPOSAL 15171020
The City of New Bedford, Purchasing Department, in conjunction with the Treasurer’s Office is
soliciting proposals for New Bedford Riverwalk Planning and Design
Sealed proposals will be received by the Purchasing Department, in the office of the
Purchasing Agent, Room 208, City Hall, 133 William Street, New Bedford, Massachusetts,
02740, during business hours, until the date and time of the proposal opening.
PROPOSAL OPENING
Proposals will be opened
August 26, 2014 at
2:00 P.M. Prevailing Time
Contract Documents, including the General Conditions and Notice to Proposers, Form of
Contract, Specifications, and other Contract Documents, may be obtained and/or examined on or
after 07/28/2014 in the office of City of New Bedford, Purchasing Department, 133 William
Street, Room 208, New Bedford, MA 02740, (Monday thru Friday – 8:30 AM – 4:00 PM).
Documents may also be obtained by emailing [email protected] or
[email protected].
Attention is called to the fact that supplies furnished as part of this Contract are exempt from the
Sales and Use Tax. All proposals submitted should take this factor into consideration, and be
calculated accordingly.
The contract will be awarded within thirty (30) days after the proposal opening. The time for
award may be extended by mutual agreement between the City and the awarded vendor.
No Vendor may withdraw his/her proposal for a period of thirty (30) days, excluding Saturdays,
Sundays, and legal holidays, after the actual date of the opening thereof.
The Vendor must furnish a Non-Collusion Form and Statement of Taxes, with their proposal.
Proposals must include ALL DOCUMENTS required by the Request for Proposal. The
Awarding Authority reserves the right to waive any informality, reject any or all proposals, or
accept other than the lowest priced proposal.
AWARDING AUTHORITY
CITY OF NEW BEDFORD
PURCHASING DEPARTMENT
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City of New Bedford, Massachusetts
REQUEST FOR PROPOSAL # 15171020
GENERAL CONDITIONS AND NOTICE TO PROPOSERS
PROPOSAL FOR NEW BEDFORD RIVERWALK PLANNING AND DESIGN
1. Sealed proposals for the Purchase and delivery of the above will be received in the Purchasing
Department, Room 208, 133 William Street, New Bedford, MA, until August 26, 2014, at 2pm,
at which time all proposals received will be recorded in the presence of such proposers as desire
to be in attendance. No proposals will be accepted after the time and date specified. This is not a
public opening
2. There will be no scheduled bidder’s conference, however, all questions must be submitted to
Debra Travers, Chief Procurement Officer, City of New Bedford at [email protected] no later than 3:00 p.m. August 8, 2014. Answers will be provided by addendum via
email no later than August 14, 2013.
3. The proposer must submit their Technical Proposal and Price Proposal in separate sealed
envelopes bearing on the outside the name and address of the Proposer, addressed to the
Purchasing Agent, City Hall, New Bedford, MA 02740. The Technical Proposal must be
properly filled out, signed, sealed and endorsed: “Proposal # 15171020 – Technical Proposal”.
The Price Proposal must be properly filled out, signed, sealed and endorsed: “Proposal #
15171020 – Price Proposal”.
Telephone responses and faxed replies will not be accepted. No responsibility shall be attached
to any person or persons for the premature openings of proposals not properly marked.
4. Proposals that are incomplete, not properly endorsed, or signed, or which are otherwise contrary
to these instructions may be rejected as informal by the Procurement Officer.
5. The Proposer will be bound by all applicable statutory provisions of law of the Federal
Government, the Commonwealth of Massachusetts and of the City of New Bedford.
6. All submitted proposals and associated price quotes must be guaranteed to the City of New
Bedford for a period of thirty (30) days from the date of the proposal opening. If a contract is to
be awarded as a result of this RFP, it will be awarded within the thirty (30) day time period.
7. As provided by Massachusetts General Law, Chapter 64H, §6(d), purchases made by the City of
New Bedford are exempt from the payment of Federal Excise Taxes and Massachusetts Sales
Tax; any such taxes must not be included in the quoted price.
8. The City reserves the right to reject any and all proposals, and to make awards in a manner
deemed in the best interest of the City.
9. The Proposer will not be permitted to either assign or underlet the contract nor assign either
legally or equitably, any monies hereunder, or its claim thereto, without the previous written
consent of the Purchasing Agent.
10. All proposal prices stated must be firm.
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11. When submitting a proposal, the Proposer shall submit two (2) signed copies of the technical
proposal and one (1) copy of the price proposal. If the City accepts said proposal, it shall
constitute part of the contract.
12. Before submitting a proposal, each Proposer must make a careful study of the specifications
contained in this Request for Proposal document and fully assure themselves as to the quality,
quantity and type of services that the City is seeking to have performed.
13. The proposal for this work must cover all contingencies, including all labor and materials,
transportation, etc., necessary for the purchase and delivery/execution of the services required by
the City of New Bedford.
14. If proposers have any questions to ask about specifications or terms of this Request for
Proposals, they must be submitted either by mail, fax or email to [email protected] no later than 3:00 p.m. August 8, 2014. No further consideration will be given after the
proposal opening. A proposer may correct, modify or withdraw a proposal by written notice
received in the Office of the Purchasing Agent, prior to the time and date set for receiving of all
proposals.
15. The Proposer who is selected to provide services will be required to indemnify the City for all
damage to life and property that may occur due to their negligence or that of their employees,
subcontractors, etc., during the period of this contract.
16. The contract agreement will be in the form customarily employed by the City and is attached
hereto.
17. The specifications as detailed under part entitled TECHNICAL PROPOSAL SPECIFICATIONS
shall constitute a part of the contract of purchase, as well as all conditions listed on these first 2
pages. A copy of the successful Proposer’s/vendor’s proposal will be incorporated herein and
made a part of this contract.
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To the City of New Bedford, herein called the Owner, acting through its Treasurer/Collector, for
the purchase of New Bedford Riverwalk Planning and Design as required by the City of New
Bedford.
Proposers’ attention is called to Chapter 268A of the Massachusetts General Laws. In
connection with this statute, Proposer is required to submit the following information and any
other information deemed necessary by the Proposer. All of the following information regarding
the Proposer must be completed:
Please indicate business type by placing an X next to the appropriate category:
Corporation
Partnership
Proprietorship
If a Corporation, Full Legal Name
____________________________________________________________________________
State of Incorporation__________________________________________________________
If a Partnership, Full Legal Name
____________________________________________________________________________
If a Proprietorship, Name of Owner or d/b/a
____________________________________________________________________________
Principal Place of Business______________________________________________________
Place of Business in Massachusetts _______________________________________________
Business Mailing Address ______________________________________________________
______________________________________________________
Telephone Number: ______________________ Ext. ________
Qualified to do business in Massachusetts
YES
NO
Give full names and titles of all the persons and parties interested in the foregoing proposals.
(Note: give first and last names in full; in cases of corporations, give names of President,
Treasurer and Manager; and in cases of partnerships give names of the individual partners.)
Name
Title
_______________________________________ _____________________________________
_______________________________________ _____________________________________
_______________________________________ _____________________________________
_______________________________________ _____________________________________
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A foreign corporation is required to submit its certification of corporation from the
Massachusetts State Secretary’s Office, as required by Chapter 151 Section 156.d of the
Massachusetts General Laws.
PROPOSAL FOR NEW BEDFORD RIVERWALK PLANNING AND DESIGN
TECHNICAL PROPOSAL SPECIFICATIONS
The City of New Bedford, Massachusetts is seeking to plan and complete architectural design of
a public pathway along a 2+ mile stretch of the Upper Harbor of the Acushnet River in New
Bedford from Coggeshall Street to Wood Street. The successful proposer will be responsible for
supplying all labor and materials necessary to satisfy the requirements of this proposal.
One contract will be awarded to the one responsive and responsible Proposer whom the City
determines offers the most advantageous proposal, taking into consideration all evaluation
criteria set forth in the RFP, as well as price. The contract that is awarded as a result of this
Request for Proposals will be effective upon completed execution of a contract signed by both
the successful Proposer and the appropriate City officials. The contract will be for a period of 10
months, commencing upon award of the contract and anticipated to end in July, 2015.
TERMINATION CLAUSE
If at any time the Vendor fails to fulfill or comply with any of the requirements of this
proposal/contract, such as shoddy workmanship, executing improper operating procedures,
supplying sub-standard, improperly trained employees, not adhering to the work schedule, etc.,
the City, at its option, can terminate this contract upon thirty (30) days written notice to the firm.
SCOPE OF SERVICES
1.
BACKGROUND INFORMATION
New Bedford Harbor/Acushnet River was once enjoyed by thousands of residents and became
the source of the region’s and much of the United States’ wealth through the historic whaling and
fishing industries. During the late 1800s and early 1900s, however, the construction of mills and
manufacturing operations during a boom in textile manufacturing, created a physical barrier to
this resource. Use of industrial oils, metals and other hazardous materials in waterfront mills
directly resulted in one of New Bedford’s two Superfund Sites.
New Bedford is home to the largest Environmental Justice (EJ) community in Southeastern
Massachusetts and the industrial impact to the harbor is just one of many disproportionate
negative burdens that the community has had to bear.
EPA’s cleanup of New Bedford Harbor has been regrettably but understandably slow, as the
pace has depended upon the availability of funding. EPA’s recent settlement with AVX, a
significant polluter of New Bedford Harbor is expected to hasten the pace of EPA’s cleanup in
the upper harbor. The City of New Bedford has meanwhile begun anticipating the reclamation
of the harbor and the river as a means for the community to reconnect with the water.
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In early 2008, the city completed the Upper Harbor Community Vision and Action Plan. The
first phase of the process was a weekend-long community planning workshop that included
various charettes and in-depth discussions by a broad representation of over 100 stakeholders
including members of neighborhood associations, the Economic Development Council, city
staff, the Buzzards Bay Coalition, and other community members. One of the outcomes of this
planning process was the overwhelming support for the planning and construction of a
Riverwalk along the Acushnet River to bring the community back to its river and create
recreational and social opportunities for residents and visitors.
In 2009, the City of New Bedford requested $4.8M from the New Bedford Harbor Trustees
Council to take the Riverwalk project from conceptual design through construction. In 2009, the
Trustees awarded the City $2.9M to be administered by the National Oceanic and Atmospheric
Administration to engineer and construct Riverwalk. One key and fundamental element that
remained unfunded was the initial planning, conceptual, and architectural design. EPA recently
entered into a $100,000 Cooperative Agreement to fund this critical initial step as the cleanup
efforts have been accelerated.
The City is seeking an architectural firm with substantial and demonstrable experience in urban
waterfront planning, landscape architecture, and walkway design (Architect) to complete the
scope of work funded by this Cooperative Agreement. The City will be working with the New
Bedford Economic Development Council (NBEDC) and other stakeholders, collectively referred
to as the City Team, throughout the project.
2.
STUDY AREA AND TASKS
The proposed study area for this Cooperative Agreement, encompasses the 2¼ mile Riverwalk
project pathway and is limited to the shoreline properties adjacent to the Acushnet River from
River’s End Park southward to Coggeshall Street. Please refer to the attached Acushnet River
Upper Harbor New Bedford Riverwalk – Application for Cooperative Agreement (Application)
and attachments thereto for additional visual and narrative study area description.
Task 1: Site Investigation and Research
The Urban Architect/Planner shall thoroughly review previous community visioning studies,
planning documents, and charettes to be provided by the City Team. Upon completion of this
review, the City Team and Architect will meet to review project priorities. Plans to review
include, but are not limited to: (Existing plans and documents for review are available
electronically via links listed below)
•
•
•
New Bedford 2020: A Citywide Master Plan, 2010;
http://www.vhb.com/newbedfordmasterplan/masterplan.asp
Final District Development Action Plan: Upper Harbor District, 2008
http://www.epa.gov/region1/superfund/sites/newbedford/507971.pdf
Historic Mill Inventory, North End Mill District portion, City of New Bedford, 2008;
http://www.newbedford-ma.gov/Planning/mills/10Mill_Inventory_northend.pdf
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Task 2: Existing Conditions and Reuse Analysis
To identify the most effective strategy to integrate the shoreline properties with the Riverwalk
project, the Urban Architect/Planner will review existing properties along the project path. This
will include evaluation of:
• Infrastructure;
 Potable Water (City of New Bedford, Department of Public Infrastructure [DPI])
 Wastewater (City of New Bedford, DPI)
 Storm Drainage (City of New Bedford, DPI)
 Electricity (NStar)
 Natural Gas (NStar)
 Roadways & Sidewalks (City of New Bedford, DPI)
• Zoning;
• Existing and potential land use;
• Historic or archeologically significant properties; and
• Natural resources and environmental features.
The Urban Architect/Planner will complete a build-out/reuse analysis deliverable document to
determine recommended upgrades, zoning changes, and policy needs for these project properties.
Task 3: Approach to Riverwalk Design and Elements
The Urban Architect/Planner will complete the following:
A. Review existing and potential access points to and pathways within the site, and make
recommendations for pedestrian, and bicycle, and alternative use within the site and into the
surrounding neighborhood. Consider safety and security to recommend primary gateways
and secondary access locations to Riverwalk.
B. Evaluate appropriate wayfinding and educational signage locations, content, and appearance.
C. Recommend construction materials and management of landscaping, hardscaping, and
gateways.
D. Develop and design an environmentally-sensitive lighting scheme and evaluate locations for
security video equipment.
E. Design lighting, site furnishings, gateways, and other such elements.
F. Evaluate and identify locations for the potential placement of tents and removable and/or
permanent structures, i.e., band shell or staging, for events ranging in scale.
G. Develop locations for public art and site features, including but not limited to: murals,
sculptures, benches, tables and bicycle racks.
H. Identify permitting requirements including but not limited to Chapter 91, MEPA, NOI, etc.
Task 3 will include draft conceptual designs for Riverwalk that include elements A through G, to
be reviewed by the City Team in preparation of Task 4.
Task 4: Community Participation
The City of New Bedford is committed to a high level of transparency and community
participation in all planning efforts relating to community revitalization.
Public outreach should serve to inform the public about the project and serve as a means for the
public to participate in forming the plan, thus ensuring community understanding and support.
The Urban Architect/Planner will create and implement a strategy to educate stakeholders/the
public and to generate support for the plan. There will be a minimum of two community
meetings. The first opportunity will be a meeting to be held upon completion of Task 3 and will
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include the presentation of conceptual designs. The second will be the presentation of the final
design following Task 5 and discussion of the implementation process.
Products:
• Marketing content (in all relevant languages; Spanish, Portuguese, and Cape Verdean Creole
are spoken in New Bedford, though not all languages may be used in this neighborhood) for
publicizing 2-3 public meetings, community input sessions, or charrettes
• Attendance and facilitation at all public meetings, community input sessions, or charrettes
• Visual aids and handouts for all public meetings, community input sessions, or charrettes
• Identification of engagement strategy to engage groups such as but not limited to government
entities, community groups, and businesses, that can assist in the implementation of the plan
• Analysis of community-identified priorities. This will include identifying concerns and
opportunities within the study area as identified by the community and stakeholders
Task 5: Final Design Development
Based on feedback received during the initial community participation event, the Urban
Architect/Planner will meet with the City Team to determine final design elements. The City
Team and Urban Architect/Planner will also review recommended policy, zoning, and /or
infrastructure changes necessary for design implementation. The Urban Architect/Planner will
provide permitting strategy regarding Chapter 91, MEPA, NOI, and/or other permits identified in
Task 3. The Urban Architect/Planner will draft design drawings for Riverwalk and provide them
to the City Team for review prior to the development of the final design documents. The Urban
Architect/Planner will prepare a detailed draft cost estimate with line items, based on the draft
design, which the City will review and then determine which actions may be undertaken by its
own Department of Infrastructure and/or the Department of Public Facilities, and which actions
must be publically bid. The City Team will review to ensure that the design incorporates the
City and the public’s input and evaluate the feasibility of the implementation of the design.
Task 6: Final Report and Design Documentation
The Urban Architect/Planner will develop final Riverwalk drawings in color in both electronic
(AutoCad or other program acceptable to the City) and hard copy format. The Urban
Architect/Planner will prepare a final report to include a summary of activities along with policy,
infrastructure, and zoning recommendations. Final design documentation will include material
and product specifications. The Architect’s design documentation will be suitable for delivery to
an engineer for final construction drawing and specification preparation. The Urban
Architect/Planner will deliver 10 color hard copies.
PLEASE RETURN WITH TECHNICAL PROPOSAL
SUBMISSION REQUIREMENTS
Proposers must submit two (2) originals of the Technical Proposal with all required information
included and one (1) original of the Price Proposal. The Technical and Price Proposals must be
submitted in separate sealed envelopes bearing on the outside the name and address of the
Proposer, addressed to the Procurement Officer of the City of New Bedford.
The Technical envelope must be labeled:
“Proposal # 15171020 Technical Proposal”
The Price envelope must be labeled:
“Proposal # 15171020 Price Proposal”
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Complete proposal packages must be received by:
August 26, 2014, at 2pm___
In the Office of the Purchasing Agent
Attn: Debra Travers, Chief Procurement Officer
New Bedford City Hall
133 William Street, Room 208
New Bedford, MA 02740
MINIMUM EVALUATION CRITERIA
The following information must be submitted with the proposal to be considered responsive.
These are minimum standards, considered essential for satisfactory performance of the contract.
• Inclusion of all documentation as specified within this RFP;
• Favorable responses on all references provided; and
• Evidence that the consultant firm has direct relevant experience with large-scale, urban,
waterfront master planning projects as well as direct relevant experience with land-use
planning and design projects on commercial industrial ports, with a similar or larger scale.
COMPARATIVE EVALUATION CRITERIA
Each of the following five criteria pertains to requirements listed in this RFP and will be applied
to all Technical Proposals submitted that meet the above minimum criteria. Each proposal will
receive one rating of Highly Advantageous, Advantageous, Not Advantageous or Unacceptable
for each criterion. The rating each criterion receives will be used to compile a composite rating
for each Proposer, to be used in the Selection Process segment of this RFP. If any criterion
receives a rating of “Unacceptable” that proposal will be REJECTED.
Each competing firm must submit a plan to complete the Scope of Work presented herein,
including the approach and timeline. Please include all assumptions and any information on
which you plan to rely on the City to provide. The City has referenced all known planning
documents in this RFP and will work with the selected consultant to identify any additional
information. Each firm must indicate if and how they meet the following Comparative
Evaluation Criteria.
1.
QUALITY OF PROPOSAL AND APPROACH
Each proposal will be evaluated based on the quality of its content, and will be rated-as follows:
• Highly Advantageous: The proposal contains strong and complete technical approach,
format and responsiveness to the RFP.
• Advantageous: The proposal contains a clear technical approach, format and
responsiveness to the RFP.
• Not Advantageous: The proposal contains a general technical approach, format and
responsiveness to the RFP.
• Unacceptable: The proposal does not contain a clear technical approach, format and
responsiveness to the RFP.
2.
QUALIFICATIONS AND EXPERIENCE OF THE FIRM AND COMMITTED STAFF
Each Urban Architect/Planner must designate key staff and present qualifications and examples
of work. The Urban Architect/Planner must agree to commit key staff to the project for the
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duration of the contract and may not replace key staff without consent of the City Team. The
experiences of the firm and committed staff will be rated as follows:
• Highly Advantageous: The proposer has strong experience (more than 5 implemented
projects) with urban waterfront, recreational planning projects as well as strong
experience with land re-use planning and design projects on commercial waterfronts,
with a similar scale or larger than New Bedford’s Upper Harbor.
• Advantageous: The proposer has experience (3 to 5 implemented projects) with urban
waterfront, recreational planning projects as well as strong experience with land re-use
planning and design projects on commercial waterfronts, with a similar scale or larger
than New Bedford’s Upper Harbor.
• Not Advantageous: The proposer has limited prior experience (1 to 2 implemented
projects) with urban waterfront, recreational planning projects as well as strong
experience with land re-use planning and design projects on commercial waterfronts,
with a similar scale or larger than New Bedford’s Upper Harbor.
• Unacceptable: The proposer does not have any prior experience with urban waterfront,
recreational planning projects as well as strong experience with land re-use planning and
design projects on commercial waterfronts, with a similar scale or larger than New
Bedford’s Upper Harbor.
3.
EXAMPLES OF RELEVANT WORK
Proposals must include examples of previous experiences and must be reflective of each firm's
relevant work with urban waterfront, recreational planning projects as well as strong experience
with land re-use planning and design projects on commercial waterfronts, with a similar scale or
larger than New Bedford’s Upper Harbor. Such documents may be reports, presentations and / or
design drawings relating to the scope of work contained within this RFP. All materials submitted
will be collectively evaluated as follows:
• Highly Advantageous: Examples excel with respect to graphics, format, writing style,
understanding of subject matter, and relevance to the scope of work described herein.
• Advantageous: The examples are clear and complete with respect to graphics, format,
writing style, understanding of subject matter, and relevance to the scope of work
described herein.
• Not Advantageous: The majority of, or all of the examples are not clear and complete
with respect to any of the aforementioned areas.
• Unacceptable: No examples of previous work are provided.
4.
COORDINATION SKILLS IN A PUBLIC PROCESS
This project consists of the need to coordinate between many different stakeholder groups,
agencies and City departments. Coordination skills will be rated as follows:
• Highly Advantageous: The proposer has strong past experience (more than 5 projects) in
performing coordination activities between several different groups
• Advantageous: The proposer has past experience (3 to 5 projects) in performing
coordination activities between several different groups
• Not Advantageous: The proposer has limited past experience (1 to 2 projects) in
performing coordination activities between several different groups
• Unacceptable: The proposer does not have any prior experience in performing
coordination activities between several different groups
5.
CAPACITY TO MEET PROJECT DEVILIVERABLES AND SCHEDULE
Proposer’s demonstrated ability to complete projects on a timely basis will be rated as follows:
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•
•
•
•
Highly Advantageous: All of the proposer’s relevant work experiences indicate that the
projects were completed at a level of high quality and on schedule.
Advantageous: Only one of the proposer’s relevant work experiences indicate that the
project was completed at a level of high quality and on schedule.
Not Advantageous: Two of the proposer’s relevant work experiences indicate that the
projects were not completed at a level of high quality and / or experienced substantial
delays attributable to the proposer.
Unacceptable: More than two of the proposer’s relevant work experiences indicate that
the projects were not completed at a level of high quality and / or experienced substantial
delays attributable to the proposer.
6.
PERFORMANCE DURING INTERVIEWS (If Conducted)
The ability of the consultant team to clearly present ideas in a meeting / interview session,
particularly their ability to articulate their proposed approach to the project will be rated as
follows (Any interviews will be conducted by conference call or in person with the Evaluation
Committee):
• Advantageous: The proposer’s oral presentation was clear and well organized and
demonstrated the proposer’s ability to communicate effectively.
• Not Advantageous: The proposer’s oral presentation was unclear and disorganized and
did not demonstrate the proposer’s ability to communicate effectively.
TO BE RETURNED WITH TECHNICAL PROPOSAL
SELECTION PROCESS
As a result of this RFP, the City of New Bedford intends to award the contract to one Urban
Architect/Planner from the proposals received. All proposals will be submitted to the Purchasing
Agent. The department responsible for evaluation will review all proposals, rate each of the
Comparative Evaluation Criteria questions and assign a composite rating for each proposal.
Background checks, requests for additional information, and interviews will be performed as
needed. The evaluators will then submit a recommendation to the Chief Procurement Officer
who will review the recommendation and, if in agreement with the recommendation, award the
contract.
This Request for Proposals does not commit the City to award a contract, to pay any costs
incurred in the preparation of a response to this request, or to procure or contract for any services
of any kind.
In the evaluation of the proposals, the City, at its discretion, may obtain technical support from
outside sources. The Proposers, by virtue of their proposal submissions, agree to fully cooperate
with the personnel of such outside sources in the evaluation of their respective proposal. Failure
to cooperate may result in the rejection of your Proposal.
_______________________________________
Signature of Authorized Agent
_______________________________
Company Name
(Please Type)
_______________________________________
Printed Name & Title
_____________________________
Date
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CITY OF NEW BEDFORD, MASSACHUSETTS
NEW BEDFORD RIVERWALK PLANNING AND DESIGN
PRICE PROPOSAL*
The City of New Bedford requires each Proposer to supply pricing in the following format:
Task
Pricing
1 – Site Investigation and Research
2 – Existing Conditions and Reuse Analysis
3 – Approach to Riverwalk Design and Elements
4 – Community Participation
5– Final Design Development
6 – Final Report and Design Documentation
Project Total:
The proposal pricing is to cover all work required for this project as outlined in the Technical
Proposal portion of this RFP document. Proposal prices must be all-inclusive, including all fees,
charges, expenses, travel, postage, fax and telephone charges, preparation of reports, meeting
attendance, etc., for all work proposed to be performed by the successful proposer. No separate
fees will be paid for mileage, postage, telephone, reports, presentations, etc. This contract will
be in effect, in response to this RFP.
PRICE ESCALATION CLAUSE
Prices offered by the proposer must be firm and not subject to increase during the term of the
contract. Price escalation clauses over and above the total submitted proposal price(s) are not
allowed. Only the total proposal price(s) will be accepted. Proposers cannot insert/include a
statement indicating their price(s) will increase above or beyond their submitted proposal price(s)
due to third party actions or unnamed contingencies. Inclusion of an escalation clause of any
kind will result in the rejection of the proposal.
CONTRACT AWARD
One contract will be awarded to the one responsive and responsible Proposer whom the City of
New Bedford’s Chief Procurement Officer determines offers the most advantageous proposal,
taking into consideration all required qualifications, submission requirements and selection
criteria set forth in the RFP, including price. Emphasis in selecting a firm shall be placed on the
chosen firm's experience on similar past projects and overall experience within this category of
work.
PLEASE COMPLETE EXHIBIT AND RETURN WITH PRICE PROPOSAL
_______________________________________
Signature of Authorized Agent
_______________________________
Company Name
(Please Type)
_______________________________________
Printed Name & Title
___________________________
Date
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CITY OF NEW BEDFORD
MASSACHUSETTS
VOTE OF CORPORATION AUTHORIZING
EXECUTION OF CORPORATE AGREEMENTS
At a meeting of the Board of Directors of __________________duly called and held on
_________________, 20_____ at which a quorum was present and acting throughout, the
following vote was duly adopted.
VOTED: That ____________________________, the_________________________ of the
corporation, be and hereby is authorized to affix the Corporate Seal, sign and deliver in the name
and behalf of the corporation contract documents with the City of New Bedford, the above
mentioned documents to include but not be limited to Bids, Proposals, Deeds, Purchase and
Sales Agreements, Agreements, Contracts, Leases, Licenses, Releases and Indemnifications; and
also to seal and execute, as above, surety company bonds to secure bids and proposals and the
performance of said contract and payment for labor and materials, all in such form and on such
terms and conditions as he/she, by the execution thereof, shall deem proper. A true copy
ATTEST:
______________________________________
Name (printed)
______________________________________ (Affix Corporate Seal)
Signature
______________________________________
Title
______________________
Date
MUST BE INCLUDED WITH TECHNICAL PROPOSAL
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CITY OF NEW BEDFORD
MASSACHUSETTS
NON-COLLUSION AND TAX COMPLIANCE FORM
CERTIFICATE OF NON-COLLUSION
The undersigned certified under penalties of perjury that this proposal has been made and
submitted in good faith and without collusion or fraud with any other person. As used in this
certification, the word “person” shall mean any natural person, business, partnership,
corporation, union, committee, club or other organization, entity or group of individuals.
Signature of individual submitting proposal
Name of business/organization
TAX COMPLIANCE CERTIFICATION
Pursuant to M.G.L. c. 62C, §49A, I certify under the penalties of perjury that, to the best of my
knowledge and belief, I am in compliance with all laws of the Commonwealth relating to taxes
reporting of employees and contractor, and withholding and remitting child support.
Signature of person submitting proposal
Name of business
MUST BE INCLUDED WITH TECHNICAL PROPOSAL
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CITY OF NEW BEDFORD, MASSACHUSETTS
Goods and Services Contract
DATE: ___________________
This Contract is entered into on, or as of, this date by and between the City of New
Bedford, Massachusetts, a municipal corporation, 133 William Street, New Bedford, Bristol
County, Massachusetts 02740 (the “City”), and
______________________________________________
[“Contractor”]
__________________________________
__________________________________
__________________________________
[Address of the Contractor]
____________________________________________________________________________
[Telephone Number]
[FAX Number]
[E-Mail Address]
1.
This is a Contract for the procurement of the following:
2.
The Contract price to be paid to the Contractor by the City is:
3.
Payment will be made as follows:
3.1 Pursuant to invoice in accordance with Article 24 hereof.
3.2 Fees and Reimbursable Costs combined shall not exceed $_____________as more fully
set forth in the Contractors Response to the Request for Proposals or Invitation for Bids.
3.3 There shall be no further costs, fees, or reimbursable charges due the Contractor under
this Contract unless said fees and/or costs are so set forth in writing in an Amendment
hereto.
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4. Definitions:
4.1
Acceptance: All Contracts require proper acceptance of the described goods or services
by the City. Proper acceptance shall be understood to include inspection of goods and
certification of acceptable performance for services by authorized representatives of the City to
insure that the goods or services are complete and are as specified in the Contract.
4.2
Contract Documents: All documents relative to the Contract including (where used)
Requests for Proposals and Invitations for Bids and all attachments thereto, Instructions to
Bidders, Proposal Forms, General Conditions, Supplementary General Conditions, General
Specifications, other Specifications included in Project Manual, Drawings, all Addenda issued
during the bidding period, and Contractor’s Response to the Request for Proposals or Invitation
for Bids. The Contract documents are complementary, and what is called for by any one shall be
as binding as if called for by all. The intention of the documents is to include all labor and
materials, equipment and transportation necessary for the proper performance of the Contract.
The Contractor: The “other party” to any Contract with the City. This term shall (as the
4.3
sense and particular Contract so require) include Vendor, Contractor, Engineer, or other label
used to identify the other party in the particular Contract. Use of the term “Contractor” shall be
understood to refer to any other such label used.
4.4
Date of Substantial Performance: The date when the work is sufficiently complete, the
services are performed, or the goods delivered, in accordance with Contract documents, as
modified by duly executed amendments.
4.5
Goods: Goods, supplies, and all property, other than real property, including equipment,
materials, printing, and insurance and further including services incidental to the delivery,
conveyance and installation of such property.
4.6
Services: The furnishing of labor, time, or effort by a Contractor, not involving the
furnishing of a specific end product other than reports. This term shall not include employment
agreements, collective bargaining agreements, or grant agreements.
4.7
Subcontractor: Those having a direct contract with the Contractor. The term includes one
who furnished material worked to a special design according to the Drawings or Specifications
of the work, but does not include one who merely furnishes material not so worked.
4.8
Work: The services or materials contracted for, or both.
5.
Term of Contract and Time for Performance:
This Contract shall be fully performed by the Contractor in accordance with the provisions of the
Contract Documents on or before September 27, 2013, unless extended, in writing, at the sole
discretion of the City, and not subject to assent by the Contractor, and subject to the availability
and appropriation of funds as certified by the City Auditor. Time is of the essence for the
completion of the Contract.
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6.
Subject to Appropriation:
Notwithstanding anything in the Contract Documents to the contrary, any and all payments
which the City is required to make under this Contract shall be subject to appropriation or other
availability of funds as certified by the City Auditor. In the absence of appropriation or
availability as certified herein, this Contract shall be immediately terminated without liability for
damages, penalties or other charges to the City.
7.
Permits and Approvals:
Permits, licenses, approvals and all other legal or administrative prerequisites to its performance
of the Contract shall be secured and paid for by the Contractor.
8.
Termination and Default:
8.1 Without Cause. The City may terminate this Contract on seven (7) calendar days notice
when in the City’s sole discretion it determines it is in the best interests of the City to do so, by
providing notice to the Contractor, which shall be in writing and shall be deemed delivered and
received when given in person to the Contractor, or when received by fax, express mail, certified
mail return receipt requested, regular mail postage prepaid or delivered by any other appropriate
method evidencing actual receipt by the Contractor. Upon termination without cause, Contractor
will be paid for services rendered to the date of termination.
8.2 For Cause. If the Contractor is determined by the City to be in default of any term or
condition of this Contract, the City may terminate the Contract on seven (7) days notice by
providing notice to the Contractor, which shall be in writing and shall be deemed delivered and
received when given in person to the Contractor, or when received by fax, express mail, certified
mail return receipt requested, regular mail postage prepaid or delivered by any other appropriate
method evidencing actual receipt by the Contractor.
8.3 Default. The following shall constitute events of a default under the Contract:
1)
any material misrepresentation made by the Contractor to the City;
2)
any failure to perform any of its obligations under this Contract including, but not
limited to the following: (i) failure to commence performance of this Contract at the time
specified in this Contract due to a reason or circumstance within the Contractor’s reasonable
control; (ii) failure to perform this Contract with sufficient personnel and equipment or with
sufficient material to ensure the completion of this Contract within the specified time due to a
reason or circumstance within the Contractor’s reasonable control; (iii) failure to perform this
Contract in a manner reasonably satisfactory to the City; (iv) failure to promptly re-perform
within a reasonable time the services that were rejected by the City as unsatisfactory, or
erroneous; (v) discontinuance of the services for reasons not beyond the Contractor’s reasonable
control; (vi) failure to comply with a material term of this Contract, including, but not limited to,
the provision of insurance and non-discrimination; (vii) any other acts specifically and expressly
stated in this Contract as constituting a basis for termination of this Contact; and (viii) failure to
comply with any and all requirements of federal or state law and/or regulation or City Ordinance
and/or regulations.
9.
Suspension or Delay:
The City may order the Contractor, in writing, to suspend, delay or interrupt all or any part of the
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performance of this Contract without cause for such period of time as the City may determine to be
appropriate for its convenience. In the event of any such suspension, delay or interruption, the
Contractor’s compensation shall be equitably adjusted. No adjustment shall be made if the
Contractor is or otherwise would have been responsible for the suspension, delay or interruption
of the performance of this Contract, or if another provision of this Contract is applied to render
an equitable adjustment.
10.
The Contractor’s Breach and the City’s Remedies:
Failure of the Contractor to comply with any of the terms or conditions of this Contract shall be
deemed a material breach of the Contract, and the City of New Bedford shall have all the rights
and remedies provided in the Contract documents, including, without limitation, the right to
cancel, terminate, or suspend the Contract in whole or in part, the right to maintain any and all
actions at law or in equity or other proceedings with respect to a breach of this Contract,
including but not limited to monetary damages, costs, attorney’s fees or other damages resulting
from said breach, as well as specific performance of this Contract, and the right to select among
the remedies available to it by virtue of all of the above.
From any sums due to the Contractor for performance of this Contract, the City may retain and
keep the whole or any part of the amount for expenses, losses and monetary damages incurred by
the City as a consequence of the Contractor’s breach of the Contract and/or of the City having to
procure goods or services as a result of any failure, omission or mistake of the Contractor in
providing goods or services as required by this Contract.
11.
Statutory Compliance:
11.1 This Contract will be construed and governed by the provisions of applicable federal, state
and local laws and regulations; and wherever any provision of the Contract or Contract
Documents shall conflict with any provision or requirement of federal, state or local law or
regulation, then the provisions of the applicable law or regulation shall control. Where
applicable to the Contract, the provisions of the General Laws are incorporated by reference into
this Contract, including, but not limited to, the following:
General Laws Chapter 30B – Procurement of Goods and Services.
11.2 Wherever applicable law mandates the inclusion of any term or provision into a municipal
contract, this Article shall be understood to import such term or provision into this Contract. To
whatever extent any provision of this Contract shall be inconsistent with any law or regulation
limiting the power or liability of cities and towns, such law or regulation shall control.
11.3 The Contractor shall comply with all federal, state and local laws, rules, regulations,
policies and orders applicable to the Work provided pursuant to this Contract, such
provisions being incorporated herein by reference, and shall be responsible for obtaining
all necessary licenses, permits, and approvals required for the performance of such Work.
11.4 The Contractor shall indemnify and hold harmless the City, its officers, agents, and
employees, from and against any and all fines, penalties or monetary liabilities incurred by
the City, its officers, agents, and employees, as a result of the failure of the Contractor to
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comply with the previous sentence. If any discrepancy or inconsistency is discovered in the
Drawings, Specifications or Contract for this work in violation of any such law, rule, regulation,
policy, or order, it shall forthwith report the same in writing to the City. The Contractor shall at
all times observe and comply with all such existing and future laws, rules, regulations, policies
and orders and shall indemnify and hold harmless the City, its officers, agents, and employees,
against any claim or liability arising from or based on any violation of any such law, rule,
regulation, policy, or order, whether by the Contractor, its agents, employees or subcontractors.
12.
Conflict of Interest:
Both the City and the Contractor acknowledge the provisions of the State Conflict of Interest
Law (General Laws Chapter 268A). This Contract expressly prohibits any activity which shall
constitute a violation of that law. The Contractor shall be deemed to have investigated the
application of M.G.L. c. 268A to the performance of this Contract; and, by virtue of its execution
of the Contract Documents, certifies to the City that neither it nor its agents, employees, or
subcontractors are in violation of General Laws Chapter 268A.
13.
Certification of Tax Compliance:
This Contract must include a certification of tax compliance executed by the Contractor, as
required by General Laws Chapter 62C, Section 49A (Requirement of Tax Compliance by All
Contractors Providing Goods, Services, or Real Estate Space to the Commonwealth or political
subdivision thereof).
14.
Non-Discrimination:
The Contractor shall carry out the obligations of this Contract in compliance with all
requirements imposed by or pursuant to federal, state, and local ordinances, statutes, rules
and regulations and policies prohibiting discrimination in employment, including but not
limited to, Title VII of the Civil Rights Act of 1964; the Age Discrimination in Employment
Act of 1967; Section 504 of the Rehabilitation Act of 1973 and Mass. G. L. c. 151B, and any
other executive orders, rules, regulations, requirements and policies relating thereto enacted
by the United States of America, the Commonwealth of Massachusetts, and the City as they
may be amended from time to time. Contractor shall not discriminate against any qualified
employee or applicant for employment because of race, color, national origin, ancestry, age,
sex, religion, physical or mental handicap or sexual orientation.
15. Assignment:
The Contractor shall not assign, sublet or otherwise transfer this Contract, in whole or in part,
without the prior written consent of the City, and shall not assign any of the moneys payable
under this Contract, except by and with the written consent of the City.
16. Condition of Enforceability against the City:
The obligations of the City under this Contract for the present or any subsequent fiscal year
following the fiscal year in which the Contract is executed are subject to appropriation by the City
of funds sufficient to discharge the City’s obligations that accrue in this or any subsequent fiscal
year. In the absence of such appropriation or authorization, this Contract shall be terminated
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immediately upon the Contractor’s receipt of notice to said effect without liability or damages,
penalties or other charges arising from such early termination. Expenditures under this Contract
for services that will extend beyond a single fiscal year shall not exceed in any fiscal year the
amount appropriated or authorized for said fiscal year. The Consultant’s yearly costs, as contained
herein, may not exceed the amount appropriated for the fiscal year.
17. Corporate Contractor:
If the Contractor is a corporation, it shall endorse upon this Contract (or attach hereto) its Clerk’s
Certificate certifying the corporate capacity and authority of the party signing this Contract for
the corporation. This Contract shall not be enforceable against the City of New Bedford unless
and until the Contractor complies with this Article.
The Contractor, if a foreign corporation, shall comply with the provisions of the General Laws,
Chapter 181, Sections 3 and 5, and any Amendments thereof and Acts in addition thereto,
relating to the appointment of the Commissioner of Corporations as its attorney, and shall file
with the Commissioner of Corporations duly authenticated copies of its Charter or Certificate of
Incorporation and comply with all the laws of the Commonwealth of Massachusetts.
18. Liability of Public Officials:
To the full extent permitted by law, no official, employee, agent or representative of the City
shall be individually or personally liable on any obligation of the City under this Contract.
19. Indemnification:
The Contractor shall indemnify, defend and save harmless the City, its officers, agents and
employees, from and against any and all damages, liabilities, actions, suits, proceedings, claims,
demands, losses, costs, expenses, recoveries and judgments of every nature and description
(including attorneys’ fees) that may arise in whole or in part out of or in connection with the
work to be performed under this Contract, or out of any act or omission by the Contractor, its
employees, agents, subcontractors, material men, and anyone directly or indirectly employed by
any of them or anyone for whose acts any of them may be liable, regardless of whether or not it
is caused in part by any party indemnified hereunder. The Contractor further agrees to reimburse
the City for damage to the City’s property caused by the Contractor, its employees, agents,
subcontractors or material men, and anyone directly or indirectly employed by any of them or
anyone for whose acts any of them may be liable, including damages caused by its or their use of
faulty, defective, or unsuitable material or equipment, unless the damage is caused by the City’s
gross negligence or willful misconduct.
In any and all claims against the City, its officers, agents or employees, by any employee of the
Contractor, any Subcontractor, anyone directly or indirectly employed by any of them or anyone
for whose acts any of them may be liable, the indemnification obligation under this paragraph
shall not be limited in any way by any limitation on the amount or type of damages,
compensation or benefits payable by or for the Contractor or any Subcontractor under
Workmen’s Compensation Acts, disability benefit acts, or other employee benefit acts.
The foregoing provisions shall not be deemed to be released, waived, limited, or modified in any
respect by reason of any surety or insurance provided by the Contractor under this Contract.
20.
Insurance:
20.1
Workers Compensation Insurance:
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The Contractor shall provide by insurance for the payment of compensation and the furnishing of
other benefits under Chapter 152 of the General Laws of Massachusetts (The Worker’s
Compensation Act) to all employees of the Contractor who are subject to the provisions of
Chapter 152 of the General Laws of Massachusetts.
Failure to provide and continue in force such insurance during the period of this Contract shall be
deemed a material breach of this Contract, shall operate as an immediate termination thereof, and
Contractor shall indemnify the City for all losses, claims, and actions resulting from the failure to
provide the insurance required by this Article.
The Contractor shall furnish to the City a certificate evidencing such insurance prior to the
execution of this Contract before the same shall be binding on the parties thereto, except if
specifically waived by the City.
20.2
Other Insurance Requirements:
a.
Comprehensive commercial general liability insurance with limits of at least $1 Million
per occurrence and $2 Million annual aggregate for property damage and $1 Million per person
and $2 Million per occurrence for bodily injury, which shall include the City of New Bedford as
an additional insured, and which shall cover bodily injury, sickness or disease, or death of any
person including employees and those persons other than the Contractor’s employees, and claims
insured by usual personal liability coverage, death, or property damage arising out of the Work
including injury or destruction of tangible property, including loss of use resulting therefrom.
b.
Motor vehicle insurance for any motor vehicles used in performing the Work,
with limits of at least $500,000 per person, and $1 Million per accident.
c.
The intent of the above provisions regarding insurance is to specify minimum
coverage and minimum limits of liability acceptable under the Contract. However, it shall be the
Contractor’s responsibility to purchase and maintain insurance of such character and in such
amounts as will adequately protect it and the City from and against all claims, damages, losses
and expenses resulting from exposure to any casualty liability in the performance of the Work.
d.
All insurance policies shall identify the City as an additional insured (except
Workers' Compensation) and shall provide that the City shall receive written notification at least
30 days prior to the effective date of any amendment thereto or cancellation thereof. Renewal
Certificates shall be filed with the City at least 10 days prior to the expiration of the required
policies. Certificates evidencing all such coverage shall be provided to the City upon the
execution of this Contract, and upon the renewal of any such coverage. Each such certificate
shall specifically refer to this Contract and shall state that such insurance is as required by this
Contract. Failure to provide or to continue in force such insurance shall be deemed a
material breach of this Contract and shall be grounds for immediate termination. Said insurance
shall include: Workers Compensation/Employers' Liability Insurance, Business Automobile
Liability Insurance, and Commercial General Liability Insurance (CGL). The CGL policy shall
include coverage for liability arising from premises, operations, independent Contractors, personal
injury, contractual liability. All Certificates of Insurance shall be on the “MIIA” or “ACORD”
Certificate of Insurance form, shall contain true transcripts from the policies, authenticated by
the proper officer of the insurer, evidencing in particular those insured, the extent of coverage,
the location and operations to which the insurance applies, the expiration date and the abovementioned notice clauses. All insurance shall be written on an occurrence basis. Coverage’s
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shall be maintained without interruption from date of the Contract until date of final payment and
termination of any coverage required to be maintained after payment.
e.
The Contractor shall obtain and maintain during the term of this Contract said
insurance coverage in companies licensed to do business in the Commonwealth of Massachusetts
and acceptable to the City.
21. Documents, Materials, Etc:
Any materials, reports, information, data, etc. given to or prepared or assembled by the
Contractor under this Contract are to be kept confidential and shall not be made available to any
individual or organization by the Contractor (except agents, servants, or employees of the
Contractor) without the prior written approval of the City, except as otherwise required by law.
The Contractor shall comply with the provisions Chapter 66A of the General Laws of
Massachusetts as it relates to public documents, and all other state and federal laws and
regulations relating to confidentiality, security, privacy and use of confidential data.
Any materials produced in whole or in part under this Contract shall not be subject to copyright,
except by the City, in the United States or any other country. The City shall have unrestricted
authority to, without payment of any royalty, commission, or additional fee of any type or nature,
publicly disclose, reproduce, distribute and otherwise use, and authorize others to use, in whole
or in part, any reports, data or other materials prepared under this Contract.
All data, reports, programs, software, equipment, furnishings, and any other documentation or
product paid for by the City shall vest in the City at the termination of this Contract. The
Contractor shall at all times, during or after termination of this Contract, obtain the prior written
approval of the City before making any statement to the press or issues any material for
publication through any medium bearing on the work performed or data collected under this
Contract.
22. Independent Contractor:
The Contractor acknowledges and agrees that it is acting as an independent Contractor for all
services rendered pursuant to this Contract, and neither the Contractor, nor its employees, agents,
or servants, nor any person for whose conduct the Contractor is responsible, shall be considered
an employee or agent of the City for any purpose, and shall not file any claim or bring any action
for any worker’s compensation, unemployment benefits, or compensation for which they may
otherwise be eligible as a City employee as a result of the Work performed pursuant to this
Contract.
23. Audit, Inspection and Recordkeeping:
At any time during normal business hours, and as often as the City may deem it reasonably
necessary, there shall be available in the office of the Contractor for the purpose of audit,
examination, and/or to make excerpts or transcripts, all records, contracts, invoices, materials,
payrolls, records of personnel, conditions of employment and other data relating to all matters
covered by this Contract.
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24. Payment:
Contractor shall invoice the City for services rendered or goods provided hereunder. Invoices
shall clearly describe the work performed and accepted by the City during the invoiced month.
The City will compensate Contractor for work accepted by the City during the invoiced month.
The City shall make all reasonable efforts to process payments within thirty (30) days from the
date of receipt of each invoice. The City shall give prompt written notice of any disputed invoice
amount and shall pay the amount not in dispute.
25. Waiver and Amendment:
Amendment of any term, condition, covenant, duty, or obligation contained in this Contract may
be made only by written amendment duly executed by the parties hereto.
To the extent allowed by law, any term, condition, duty, or obligation contained in this Contract
may be waived only by written agreement of the parties hereto.
Forbearance or indulgence in any form or manner by a party shall not be construed as a waiver,
nor in any manner limit the legal or equitable remedies available to that party. No waiver by
either party of any default or breach shall constitute a waiver of any subsequent default or breach
of a similar or different matter.
26. Severability:
If any term or condition of this Contract is held invalid, illegal, or unenforceable by a court of
competent jurisdiction, the validity, legality, or enforceability of the remaining terms and
conditions shall not be affected thereby and shall remain in full force and effect.
27. Forum and Choice of Law:
This Contract shall be governed by and construed in accordance with the laws of the
Commonwealth of Massachusetts. Any proceedings or actions relating to the subject matter
contained herein shall be brought and maintained in the courts of the Commonwealth sitting in
Bristol County, Massachusetts or the United States District Court sitting in the Commonwealth.
28. Notices:
Any notice permitted or required under the provisions of this Contract to be given or served by
either of the parties hereto upon the other party hereto shall be in writing and signed in the name
or on the behalf of the party giving or serving the same. Notice shall be deemed to have been
received at the time of actual service or three (3) business days after the date of a certified or
registered mailing properly addressed. Notice to the Contractor shall be deemed sufficient if sent
to the address set forth on page 1 or furnished from time to time in writing hereafter.
29. Binding on Successors:
This Contract is binding upon the parties hereto, their successors, assigns and legal
representatives (and where not corporate, the heirs and estate of the Contractor). Neither the
City nor the Contractor shall assign or transfer any interest in the Contract without the
written consent of the other.
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30. Entire Agreement:
This Contract, including all documents incorporated herein by reference, constitutes the
entire integrated agreement between the parties with respect to the matters described. This
Contract supersedes all prior agreements, negotiations and representations, written or oral,
and shall not be modified or amended except by a written document duly executed by the
parties hereto.
IN WITNESS WHEREOF the parties hereto have set their hands and executed this as an
instrument under seal this the day and year first above written.
Vendor:
CITY OF NEW BEDFORD,
MASSACHUSETTS
________________________________
___________________________
By:
Title:
CERTIFIED that funds are available
By: Jonathan F. Mitchell
Title: Mayor
Environmental Stewardship
______________________________
________________________________
By:
By: Michele Paul
Title: Director
Sharon M. Thomas
Title: Acting City Auditor
APPROVED as to Form and Legality
_______________________________
By: Shannon Shreve
Title: Counsel II
PURCHASING DEPARTMENT
________________________________
By: Debra Travers
Title: Chief Procurement Officer
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Acushnet River Upper Harbor New Bedford Riverwalk City of New Bedford Application for Cooperative Agreement May 21, 2014 Introduction The Upper Harbor area of New Bedford along the Acushnet River is one of the most intact
collections of historic mill buildings and environmental beauty to be found anywhere. This area
of the city has long been defined by the neighborhoods of triple-decker tenements that housed
the largely immigrant families who made New Bedford home at the beginning of the Industrial
Revolution. These men and women, mostly of Portuguese and French-Canadian descent,
supplied the textile mills with the workforce that powered New Bedford’s economy for decades.
While the Acushnet River’s southern area—known locally as the mid and lower harbors—has
always been crucial to the success of New Bedford’s whaling and fishing industry, historically
the upper harbor area of the river has been underestimated as a significant asset for
environmental education and future development in this northern area of the city.
New Bedford Harbor/Acushnet River was once enjoyed by thousands of residents and became
the source of the region’s and much of the United States’ wealth through the historic whaling and
fishing industries. During the late 1800s and early 1900s, however, the construction of mills and
manufacturing operations during a boom in textile manufacturing, created a physical barrier to
this resource. Use of industrial oils, metals and other hazardous materials in waterfront mills
directly resulted in one of New Bedford’s two Superfund Sites.
The PCB contamination in New Bedford Harbor has compounded the negative impact of the loss
of this resource by adding serious health and safety risks to the users of this area of the Acushnet
River. New Bedford is home to the largest Environmental Justice (EJ) community in
Southeastern Massachusetts and the industrial impact to the harbor is just one of many
disproportionate negative burdens that the community has had to bear. The Upper Harbor EJ area
is prime example of an economically-disadvantaged community and of families self-locating
where environmental impacts have negatively influenced property values.
EPA’s cleanup of New Bedford Harbor has been regrettably but understandably slow, as the
pace has depended upon the availability of funding. The City of New Bedford has meanwhile
begun anticipating the reclamation of the harbor and the river as a means for the community to
reconnect with the water. The City is confident that EPA’s recent settlement with AVX will
considerably hasten the pace of EPA’s cleanup in the upper harbor. The objective of this
proposed planning process is to provide the community with a sustainable framework for
redevelopment while avoiding gentrification which would further injure the EJ community.
Community Vision for the Acushnet River Upper Harbor New Bedford has already laid the foundation for and made substantial progress toward
sustainable reuse and redevelopment on the Upper Harbor area of the Acushnet River.
In early 2008, the city completed the Upper Harbor Community Vision and Action Plan—a
partnership between the City, MassDevelopment, and the Garfield Foundation. The first phase
of the process was a weekend-long community planning workshop that included various
City of New Bedford Upper Harbor Reuse Planning - May 2014
Page 2 of 10
charettes and in-depth discussions by a broad representation of stakeholders including members
of neighborhood associations, the Economic Development Council, city staff, the Buzzards Bay
Coalition, and other community members. Over 100 attendees participated in the intensive
planning efforts which consistently underscored four main themes:
•
•
•
•
Acushnet Avenue Corridor – Establish a stretch of Acushnet Avenue as a pedestrianfriendly international marketplace to create a gateway experience welcoming residents
and visitors to the area;
Waterfront Access – Create east/west connections to provide and encourage public
pedestrian access to the Acushnet River and create a north-south Riverwalk along the
Acushnet River to include boat launches and open recreational space for the community;
Marketing – Increase exposure to existing restaurants and shops while promoting further
sustainable commercial and visitor-centered development;
Neighborhoods – Enhance livability to encourage home ownership and owner occupancy.
The December 2008 Final District Development Action Plan: Upper Harbor District established
a strategy to implement the initiatives generated by the community during the visioning process.
These are projected below.
The Upper Harbor vision has been developed around a pedestrian greenway, labeled Riverwalk,
to be constructed along the upper harbor of the Acushnet River to provide open space, recreation,
and social opportunities to the local EJ community and to all residents of the City. Riverwalk is
shown as a generic red dashed line along the waterfront on the above figure. In 2009, the City of
City of New Bedford Upper Harbor Reuse Planning - May 2014
Page 3 of 10
New Bedford requested $4.8M from the New Bedford Harbor Trustees Council (NRTC) for
Riverwalk to take the Riverwalk project from conceptual design through construction. In 2009,
the NRTC awarded the City $2.9M to be administered by the National Oceanic and Atmospheric
Administration to engineer and construct Riverwalk. The scope of work to be completed
through this $2.9M in NRTC funding was prescribed in a May 2011 New Bedford Harbor
Riparian Restoration Project Narrative, included as Attachment A.
In 2008, the City also completed its first-ever historic mill inventory. This process identified the
101 mill sites throughout the city and served as a catalytic document for the mill redevelopment
that has been underway along the Acushnet River since 2008. More than $100 million in historic
mill redevelopment has taken place in the Upper Harbor area with mill buildings being used for
new manufacturing, professional office, and hundreds of market rate loft-style residential units
including Whaler’s Cove, Manomet Place, and Riverbank Lofts.
The principles supporting Riverwalk and the objectives of the Upper Harbor Community Vision
and Action Plan were solidified in the City’s 2010 master plan: New Bedford 2020.
Project Overview The $2.9M in funding by NRTC to design and construct Riverwalk, as well as the accelerated
EPA Harbor Cleanup, will provide the community with access to the Acushnet River more
quickly than originally anticipated. The nearly $2M reduction from the 2009 request, however,
required the City to scale back some of the original project scope and/or to look for additional
sources of funding to complete critical pieces. One such critical piece is the conceptual-level
planning to integrate the greenway with the surrounding land uses. This key element is vital as it
will prescribe the form and function necessary for viable project sustainability, and provide a
tangible visualization to show potential private partners who can redevelop the greater area.
Specifically, NRTC funded only $100,000 of the $300,000 requested for the architectural design
and structural engineering of the Riverwalk. This has prevented the City from developing
conceptual design plans that can be used to specify the Riverwalk path along the Acushnet River
and to demonstrate how Riverwalk will serve to integrate the site with abutting properties.
The approved NRTC project scope, based on the $100,000 available for engineering functions
required to provide construction-level plans and specifications, included the following as
prescribed in Section 2.3 of Attachment A:
2.3.1 Existing Conditions Survey;
2.3.2 Resource Area Delineation;
2.3.3 Resource Area Delineation Survey;
2.3.4 Easement Design;
2.3.5 Finalize Existing Conditions Plans;
2.3.6 Preliminary Design Plans;
2.3.7 Permitting; and
2.3.8 Final Design.
City of New Bedford Upper Harbor Reuse Planning - May 2014
Page 4 of 10
At this time, New Bedford seeks to complete a comprehensive planning exercise through a
supplemental $100,000 cooperative agreement with EPA that will better inform the $100,000 in
engineering design tasks funded by NRTC. This will refine the vision for the Riverwalk project
in a way that brings together commercial uses, continuing industry, and the residential
community, and result in a more robust Riverwalk project. Positioned at Interstate 195 exits, the
City also looks to capitalize on the opportunity to provide a welcoming vista or “gateway” to the
Upper Harbor which will encourage private investment and spur economic development while
enhancing livability of the local Environmental Justice population. Strategic and deliberate
planning proposed herein will ensure that the EPA’s accelerated Harbor Cleanup and the City’s
implementation of Riverwalk will provide the critical mass necessary to achieve these objectives.
Existing Conditions The proposed study area for this Cooperative Agreement, shown on the Assessor’s maps1
included as Attachment B, encompasses the 2¼ mile Riverwalk project pathway and is limited to
the shoreline properties adjacent to the Acushnet River. River’s End Park is the northern
terminus of the project. New Bedford created this City-owned park on a former Brownfield site,
shown on Map 119 Lot 40 (which has incorporated former Lots 39 and 41) and Lot 178.
Riverwalk will connect River’s End Park and each of the parcels southward to Coggeshall Street.
The project path will include City-owned Lot 42 on Map 119 as well as the “paper” extension of
Truro Street.
Map 116 parcels along the Acushnet River are privately owned and include two residential and
one vacant property north of Wood Street with active industrial uses south of Wood Street. Note
that the cluster of former parcels between Lots 86 and 94 are part of Lot 91.
Moving south, Map 112 includes two active industrial parcels with the City-owned former
Aerovox facility between them.
AVX corporation is actively completing assessment and cleanup of the 9-acre former Aerovox
capacitor manufacturing facility. The former Aerovox property will be excluded from the study
area for this Cooperative Agreement.
The active manufacturing facilities on Map 112 and Map 111 to the south maintain substantial
employment. Riverwalk will provide area employees with open space and recreational
opportunities before and after hours as well as lunch and break times.
Privately-held parcels on Map 105 and Lot 118 on Map 100 include residentially-repurposed
mills: Whaler’s Cove, Monamet Place, and Riverbank Lofts, serving the over-55 community.
1
City‐owned properties along the shoreline are identified by green‐grey shading and private properties are identified by pink‐purple shading. Where properties appear to have deeper shading, these have been incorporated into the larger lot. Shaded properties west of the project area are displayed as such on the base assessor’s map and are not included in the proposed study. City of New Bedford Upper Harbor Reuse Planning - May 2014
Page 5 of 10
Nearly three acres of underutilized property constitute Map 100 Lots 117 and 120, where
dilapidated, and largely unsafe industrial structures built from 1904 to 1910 remain. Another
underutilized industrial structure built in 1896 sits on nearly five acres of land just south of
Coffin Avenue along over 1,000 feet of Riverwalk’s path on Map 100 lot 85. Property owners
have expressed interest in divesting this property as most of the building is vacant and beyond
routine repair. The City is considering options for this lot. Together, these properties along with
the abutting section of Coffin Avenue represent more than eight acres of redevelopment along
the Riverwalk path that the City has the opportunity to directly control.
South of these properties lies 14-acre Riverside Park (Map 100 Lot 83, Map 99 Lot 82, and Map
93-2 Lot 220) that already has a 1,300-foot riverfront path that will join Riverwalk to the north
and the south. Riverside Park’s southerly connection to Riverwalk is presently the site of EPA’s
Sawyer Street facility: a nearly 8-acre parcel on Map 93-2 Lot 120 that will provide Riverwalk
nearly 1,500 feet of shoreline. South of this facility lies just over 3 acres of undeveloped land on
Map 93-2 Lots 263 and 265 between Riverside Landing and the southern terminus of Riverwalk
at Interstate 195.
The ultimate path of Riverwalk and the reuse of the properties along it is key to creating a
sustainable resource that fulfills the vision prescribed by the community and focuses on the longterm health of the EJ community.
Project Scope The Cooperative Agreement funding will be limited to recreational and related reuse planning
efforts to facilitate the planning and design of the Riverwalk along the shoreline properties noted
herein that are immediately adjacent to the New Bedford Harbor Superfund site. This reuse
planning and design process is critical to the Superfund cleanup process as EPA’s intertidal
cleanup levels relate to adjacent property use. This Cooperative Agreement will provide the City
will additional planning and design funding that will ensure that the Riverwalk can be integrated
into the Superfund cleanup efforts. The critical planning exercise proposed herein will directly
provide vital information to maximize the sustainability of the Riverwalk project. Where this
scope of work directly relates to an NRTC-funded design tasks prescribed in Section 2.3 of
Attachment A, the NRTC-funded task will also be presented herein for clarity.
Approval of the scope and budget of this planning process by EPA will constitute Project Start.
Upon Project Start, the City will identify a core team (Team) of no more than six individuals to
drive the planning process, and review all deliverables at regular intervals to keep the process on
pace and on task. The Team will issue a Request for Proposals to solicit an Architect,
experienced in urban waterfront planning (Architect), to develop the optimal physical layout and
visual appearance of Riverwalk. The Architect will utilize Low-Impact Development design
principles and will consider opportunities to minimize maintenance to maximize project
sustainability.
City of New Bedford Upper Harbor Reuse Planning - May 2014
Page 6 of 10
There will be one Team member selected to coordinate the exchange of information between the
Team, the Architect, and other stakeholders. The scope is proposed to include the following
tasks.
Task 1: Site Investigation and Research The Architect shall thoroughly review previous community visioning studies, planning
documents, and charettes outlined above. Upon completion of this review, the Team and
Architect will meet to review project priorities.
Task 2: Existing Conditions and Reuse Analysis Related NRTC Task: 2.3.1 Existing Conditions Survey An initial instrument survey will be performed to establish a networked horizontal and vertical control sufficient to cover the entire subject area along the Project Area.
A secondary survey will collect data on the existing conditions, property monuments and markers, site culture, water’s edge, top of bank, land side topographic data to at least twice the width of the proposed corridor and river side near shore topographic data to at least 10 feet off the existing bank (edge of water). This element may be enhanced by the possibility of obtaining high accuracy LIDAR elevation data from a third party for the subject project area. Currently, the City has obtained 2 foot contour interval data from the third party. The need would be for at least 1 foot contour intervals with ½ foot intervals preferred especially with respect to relatively flat areas along the river front. To identify the most effective strategy to integrate the shoreline properties with the Riverwalk
project, the Architect will review the information collected in NRTC Task 2.3.1 above and
evaluate existing property infrastructure, zoning, and existing and potential land use along the
project path. The architect will complete a build-out/reuse analysis deliverable document to
determine recommended upgrades, zoning changes, and policy needs for these project properties.
City of New Bedford Upper Harbor Reuse Planning - May 2014
Page 7 of 10
Task 3: Approach to Riverwalk Design and Elements Related NRTC Task: 2.3.6 Preliminary Design Plans
The plans will include a planting schematic and schedule of plants. The project will restore the Upland Riparian Zone to native coastal riparian shrub and meadow habitat and will broadly increase the diversity of avian, mammalian, reptilian, and insects utilizing the area. At a minimum, the plant schedule will consist of proposed vegetation and the benefit of each species to different groups of native fauna. The proposal includes planting native coastal grasses along the top of the coastal bank to provide bank stability as well as food for birds and small mammals. All of the vegetation planted within the Upland Riparian Zone will also provide filtration of overland stormwater from adjacent developed lands thereby improving the water quality in the Acushnet River. Improved water quality will benefit the living resources within the Acushnet River, which were damaged as a result of the release of hazardous substances, including PCBs, in the New Bedford Harbor Environment.
Species of vegetation will provide food, cover, nesting, and resting habitat for a variety of native birds, small mammals, reptiles, amphibians, and beneficial insects such as monarch butterflies and praying mantis. These plans were designed to mimic natural coastal upland plant communities typical of the Buzzards Bay watershed. Coastal grasses are proposed along the entire length of the top of bank to naturally stabilize the edge of the river bank. Landward of this, a mixture of native forbs (broad‐leaved plants) composed of wildflowers and other hardy low growing coastal vegetation are proposed. West of the pervious pedestrian pathway, a diverse mixture of native coastal shrubs are proposed. In addition the vegetation of 5.6 acres of riverfront with native shrubs, wildflowers and grasses shall provide filtration of overland flow from adjacent developed lands thereby improving the water quality of the Acushnet River. The vegetation shall also provide storm damage protection to adjacent uplands.
In order to supplement the planting schematic and schedule in NRTC Task 2.3.6 above with
appropriate recreational and social elements, the Architect will complete the following:
A. Review existing and potential access points to and pathways within the site, and make
recommendations for pedestrian, and bicycle, and alternative use within the site and into
the surrounding neighborhood. Consider safety and security to recommend primary
gateways and secondary access locations to Riverwalk.
B. Evaluate appropriate wayfinding and educational signage locations, content, and
appearance.
C. Recommend construction materials and management of landscaping, hardscaping, and
gateways.
D. Develop and design an environmentally-sensitive lighting scheme and evaluate locations
for security video equipment.
E. Design lighting, site furnishings, gateways, and other such elements.
F. Evaluate and identify locations for the potential placement of tents and removable and/or
permanent structures, i.e., band shell or staging, for events ranging in scale.
G. Develop locations for public art and site features, including but not limited to: murals,
sculptures, benches, tables and bicycle racks.
Task 3 will include draft conceptual designs for Riverwalk that include elements A through G, to
be reviewed by the Team in preparation of Task 4.
City of New Bedford Upper Harbor Reuse Planning - May 2014
Page 8 of 10
Task 4: Community Participation The City requires two opportunities for community participation during the planning and design
process. The first opportunity will be a meeting to be held upon completion of Task 3 and will
include the presentation of conceptual designs. The second will be the presentation of the final
design and discussion of the implementation process.
Task 5: Final Design Development Based on feedback received during the initial community participation event, the Architect will
meet with the Team to determine final design elements. The Team and Architect will also
review recommended policy, zoning, and /or infrastructure changes necessary for design
implementation. The Architect will draft design drawings for Riverwalk and provide them to the
Team for review prior to the development of the final design documents. The Architect will
prepare a detailed draft cost estimate with line items, based on the draft design, which the City
will review and then determine which actions may be undertaken by its own Department of
Infrastructure and/or the Department of Public Facilities, and which actions must be publically
bid. The Team will review to ensure that the design incorporates the City and the public’s input
and evaluate the feasibility of the implementation of the design. Task 6: Final Report and Design Documentation The Architect will develop final Riverwalk drawings in color in both electronic (AutoCad or
other program acceptable to the City) and hard copy format. The Architect will prepare a final
report to include a summary of activities along with policy, infrastructure, and zoning
recommendations. Final design documentation will include material and product specifications.
The Architect’s design documentation will be suitable for delivery to an engineer for final
construction drawing and specification preparation as prescribed in NRTC Section 2.3.8. The
Architect will deliver 10 color hard copies.
Consistent with the updated schedule recently prepared by the City for the NRTC funding in
Attachment C, the final drawings and specifications are currently scheduled to be completed by
Winter 2015. The NRTC funding will then support the follow on efforts, with easements and
permitting currently scheduled for 2015-2016, and Riverwalk construction scheduled for 20162019. This updated NRTC schedule will provide the City with the opportunity to ensure that the
Riverwalk construction is coordinated with the Superfund cleanup efforts in the intertidal areas
and adjacent properties.
City of New Bedford Upp
per Harbor Reuuse Planning - May 2014
Page 9 of 10
1
Schedu
ule The City anticipates the followinng schedule beginning
b
im
mmediately upon
u
EPA appproval:
Weeek
1-8
9-16
17--24
25-32
32-40
Task
RFP and Procurement
P
Task 1: Site Investigatiion and Reseaarch
Task 2: Existing
E
Condiitions and Reu
use Analysis
Task 3: Approach
A
to Riverwalk
R
Desiign Elements
Task 4: Community
C
Pa
articipation
Task 5: Final
F
Design Development
D
Task 6: Final
F
Report and Design Documentation
Outputts and Outcomes The City of
o New Bedfo
ord is committted to achievving the follow
wing outcomees through thee deliberate
dedicationn of resourcess:
Inpu
uts
O
Outputs
Outcom
mes
E
EPA Cooperative
e Agreement
Existing Co
onditions Analysis and Build
d‐Out Evaluation
Sustainable Ecconomic Developm
ment
City Labor/Tim
me (In‐Kind)
Supplemeental Project Deesign
Social Networkk Growth
EDC Labor/Tim
me (In‐Kind)
Sustainable Redevelopm
ment Strategy
Ap
ppreciation and P
Preservation of Upper Harbor
NRTC‐Funded R
Related Task Informaation
Realized Health
h Benefits
Enh
hanceed Livability in Existing EJ Commu
unity
City of New Bedford Upper Harbor Reuse Planning - May 2014
Page 10 of 10
Project Budget The City of New Bedford and the Economic Development Council will provide staff dedicated
to this project at no cost to the cooperative agreement. The City therefore proposes that the
entirety of the grant be the contracted services of the architectural firm. Based on past
experience with similar in-depth planning processes, The City is requesting $100,000 in labor
and expenses for a qualified Landscape Architect to complete this comprehensive design
process. Anticipated costs by task are as follows:
Task 1:
Task 2:
Task 3:
Task 4:
Task 5:
Task 6:
Site Investigation and Research .......................................$7,500.00
Existing Conditions Analysis ..........................................$12,000.00
Approach to Riverwalk Design and Elements ..............$40,000.00
Community Participation .................................................$2,500.00
Final Design Development ...............................................$15,000.00
Final Report and Design Documentation.......................$23,000.00
TOTAL...........................................................................................$100,000.00
City of New Bedford
New Bedford Harbor Riparian Restoration Project Narrative
May 2011
The New Bedford Harbor Riparian Restoration proposal involves the acquisition of an easement
in the area from the top of bank of the Acushnet River landward 25’ and extending 11,600
linear feet from Coggeshall Street north to Tarkiln Hill Road (the Project Area). The Project Area
is shown in Figure 1. Following acquisition, this coastal riparian zone or “corridor” shall be
restored to native coastal habitat with native vegetation typical of New England upland coastal
shrub and herbaceous communities. A pedestrian pathway will provide passive recreation such
as walking, viewing scenic areas across the River, watching birds and other wildlife inhabiting
the Project Area and the Acushnet River. Limited interpretive signs shall provide public
education on the history of the Acushnet River and the benefits, values and sponsors of the
restoration. The completed project will be protected by a conservation easement.
1. ACQUISTION
1.1 Process that will be used (purchase and/or easement) and the level of protection that
will be provided for the land that will be acquired
The City intends to acquire easements in the subject parcels through donations from the
property owners. It is the City’s intention to place a conservation restriction on the
easement areas.
1.2 Property owners involved and their expected level of commitment
Table 1 includes a list of owners of property within the Project Area. A description of
their expected level of commitment is summarized in column E of Table 1. Table 1 is
draft as the City is currently in the process of engaging property owners and obtaining
environmental assessment information.
1.3 Due diligence tasks (appraisal, title exam, environmental site assessment) you expect
to perform and the process you will use to complete these tasks.
The City intends to meet with the property owners to discuss the project and to advise
them that a Phase I assessment must be completed, which may result in the need to
conduct sampling, which could result in liability to the owner if conditions requiring
City of New Bedford
New Bedford Harbor Riparian Restoration Proposal
Page 1
remediation are discovered. This process has been initiated. To date, four property
owners have provided copies of environmental site assessments for properties within
the project area. In addition, the City will review MassDEP files to identify
environmental assessment reports for properties within the project area.
The City intends to obtain access agreements from the property owners for the purpose
of inspecting the site and performing sampling activities, if deemed necessary. The City
intends to obtain title reports on the subject properties. After completing these due
diligence tasks, the City intends to accept easements from the property owners and
intends to place a conservation restriction on the easement areas.
2. PLANNING/DESIGN/ PERMITTING
2.1
Project Goals
The goals for the Acushnet River Riparian Restoration are:
to restore the 25 foot upland riparian zone of the Acushnet River/ New Bedford
Harbor from Coggeshall Street to Tarkiln Hill Road utilizing native plant species
to improve water quality in Acushnet River/ New Bedford Harbor by providing
filtration of overland stormwater from adjacent developed lands
to provide opportunities for enhanced public access to the riparian zone
2.2
Project Area
The existing project area consists of that area 25’ landward of the top of the
coastal bank of the Acushnet River and extending 11,600 linear feet from
Coggeshall Street north to Tarkiln Hill Road. All work is proposed within upland
areas above mean high water of the river.
2.3
Design Tasks
Given that this restoration project is intended to include actual reconfiguration
of the Project Area to attain a more natural habitat, it is assumed that
excavation, filling, and/or re-grading of the subject areas along the project
corridor may be required. The easement boundary will be further identified,
described, and delineated by the City during the design phase.
City of New Bedford
New Bedford Harbor Riparian Restoration Proposal
Page 2
The following essential elements would be necessary to execute a reasonable
design effort with the goal of producing a set of project drawings to be used for
construction.
2.3.1 Existing Conditions Survey
An initial instrument survey would be performed to establish a networked
horizontal and vertical control sufficient to cover the entire subject area along
the Project Area.
A secondary survey would also be performed in order to collect data on the
existing conditions, property monuments and markers, site culture, water’s
edge, top of bank, land side topographic data to at least twice the width of the
proposed corridor and river side near shore topographic data to at least 10 feet
off the existing bank (edge of water). This element may be enhanced by the
possibility of obtaining high accuracy LIDAR elevation data from a third party for
the subject project area. Currently, the City has obtained 2 foot contour interval
data from the third party. The need would be for at least 1 foot contour
intervals with ½ foot intervals preferred especially with respect to relatively flat
areas along the river front. The City is in the process of determining whether the
data is available and whether available data can be re-interpreted to obtain
narrower contour intervals. The City is attempting to determine whether the
vendor that flew the LIDAR equipment collected raw data at the greatest and
most accurate rate at which the equipment would operate, but processed it to
obtain 2 foot contours intervals. If the original raw data is still available, it will
likely require an additional post processing task to achieve 0.5 foot contours.
2.3.2 Resource Area Delineation
State and federally regulated coastal and inland wetland resources within 100
feet of the Project Area will be field delineated by a qualified wetland scientist.
2.3.3 Resource Area Delineation Survey
Additional survey will be necessary to locate wetland flags and other features as
progress is made on the project and also to perform layout of easement lines
and planned structures.
2.3.4 Easement Design
City of New Bedford
New Bedford Harbor Riparian Restoration Proposal
Page 3
A preliminary Project Area extent and configuration will need to be established
to create a working corridor that will enable presentation, review, and
acceptance by the stakeholders. Upon confirming the final Project Area and
width of the proposed restoration easement, the design effort can begin on
establishing final easement metes and bounds for each privately owned parcel
involved in the restoration corridor. These would be subject to change after
being presented to the property owners. Upon finalizing the easement lines and
bearings the individual final easement plans will be prepared and presented for
final review and recording. Upon being recorded each easement will be laid out
by instrument survey and marked permanently on each parcel thereby setting
the extent of each easement over the privately owned properties. A number of
the individual parcels to be included in the corridor are registered land and may
be subject to additional processing time related to obtaining an easement that
must be recorded against registered land.
The existing conditions and topographic changes are intended to be documented
to 1 foot contours and maximum 50 foot intervals between section stations
along the riparian bank or less as needed to obtain adequate useful information
for design purposes.
2.3.5 Finalize Existing Conditions Plans
Upon completing data collection and survey data entry, the “AutoCAD” project
folder will be updated and the existing conditions depicted to create the initial
project model. A review and comparison will be performed to ensure that the
actual field data reflects plan data reasonably well while searching for obvious
field data errors as well as discrepancies between field data and available
property, deed, previous plans and imagery data.
2.3.6 Preliminary Design Plans
Upon validating the existing conditions model, a preliminary design for the
project incorporating proposed topographic changes along the river bank will be
depicted on a proposed improvements model that would be superimposed over
the existing conditions model.
The plans will include a planting schematic and schedule of plants. The project
will restore the Upland Riparian Zone to native coastal riparian shrub and
meadow habitat and will broadly increase the diversity of avian, mammalian,
reptilian, and insects utilizing the area. At a minimum, the plant schedule will
consist of proposed vegetation and the benefit of each species to different
groups of native fauna as listed in Table 2. The proposal includes planting native
City of New Bedford
New Bedford Harbor Riparian Restoration Proposal
Page 4
coastal grasses along the top of the coastal bank to provide bank stability as well
as food for birds and small mammals. All of the vegetation planted within the
Upland Riparian Zone will also provide filtration of overland stormwater from
adjacent developed lands thereby improving the water quality in the Acushnet
River. Improved water quality will benefit the living resources within the
Acushnet River, which were damaged as a result of the release of hazardous
substances, including PCBs, in the New Bedford Harbor Environment.
Species of vegetation were chosen which are not only native but provide food,
cover, nesting, and resting habitat for a variety of native birds, small mammals,
reptiles, amphibians, and beneficial insects such as monarch butterflies and
praying mantis. Table 2 provides a compilation of the species chosen and their
benefit to native coastal fauna. Figures 2 and 3 provide cross sections of the
proposed project planting plan. These plans were designed to mimic natural
coastal upland plant communities typical of the Buzzards Bay watershed.
Coastal grasses are proposed along the entire length of the top of bank to
naturally stabilize the edge of the river bank. Landward of this, a mixture of
native forbs (broad-leaved plants) composed of wildflowers and other hardy low
growing coastal vegetation are proposed. West of the pervious pedestrian
pathway, a diverse mixture of native coastal shrubs are proposed. In addition
the vegetation of 5.6 acres of riverfront with native shrubs, wildflowers and
grasses shall provide filtration of overland flow from adjacent developed lands
thereby improving the water quality of the Acushnet River. The vegetation shall
also provide storm damage protection to adjacent uplands.
This set of plans will be produced and presented for review. It is noted that the
design can proceed in discrete sections of the overall corridor.
2.3.7 Permitting
Upon finalizing the design of the proposed riparian improvements the final
drawings will be prepared for the following submissions:
a Notice of Intent to the New Bedford Conservation Commission
pursuant to M.G.L c. 131 Section 40 the MA Wetlands Protection Act and
Regulations (310 CMR 10.00 et seq.). An Order of Conditions will be
required pursuant to the Wetlands Protection Act for work proposed in
the 25’ Riverfront, the buffer zone and the FEMA designated floodplain;
a Chapter 91 Waterways permit application to MassDEP pursuant to
M.G.L. Chapter 91 Waterways. A consultation and possible permit will be
City of New Bedford
New Bedford Harbor Riparian Restoration Proposal
Page 5
required for work on filled tidelands. Chapter 91 encourages public
access to the waterfront. As proposed, no work is proposed in tidal
waters.
2.3.8 Final Design
Upon receipt of permits from the agencies listed above, final design plans will be
prepared.
3. CONSTRUCTION
The City’s Department of Public Infrastructure will serve in the role as “general
contractor” during construction phase. Construction may take the form of complete
outsourcing via the bidding process to award a contract to a contractor specializing in
this type of work, to a mix of outsourcing in conjunction with “in kind” work effort
performed by the City using DPI resources.
4. MONITORING/MAINTENANCE
4.1
Monitoring
The City’s Environmental Stewardship Department will be responsible for monitoring
upon construction completion to ensure success of the restored area. The Department
will monitor the following:
satisfactory growth in seeded areas; significant bare spots requiring reseeding
satisfactory growth in planted areas; dead plants requiring replacement
erosion
invasive species
wildlife
Success of the Upland Riparian Zone Restoration shall be documented by instituting a
monitoring protocol. A Short-term Monitoring protocol (5 years) shall include
establishing a minimum of 20 west to east transects through the Upland Riparian Zone
and establishing vegetation monitoring plots randomly in each restoration habitat
(shrub, forbs & grasses). The presence of soil or bank erosion shall be documented,
measured and photographed. It can be anticipated that some invasive plants shall
colonize the Upland Riparian Zone immediately following the completion of the project.
Invasive plants shall be managed according to accepted protocol such as digging up the
plants, cutting them down at critical times during their life cycle, or if required select
City of New Bedford
New Bedford Harbor Riparian Restoration Proposal
Page 6
herbicide treatment. A report shall be submitted twice a year (November 1 and June 1
for 5 years) to document findings and recommending any maintenance required to
ensure that the goals of this restoration are being achieved. At the end of the shortterm monitoring period, a compilation report shall be assembled which will provide all
of the data collected and an analysis of the results.
Success will be measured as follows:
a minimum of 75% coverage of native species in the Upland Riparian Zone as
determined by analyzing the vegetation plot data has been achieved
long term stabilization of the top of the Coastal Bank by maintaining native
vegetation coverage
lack of soil erosion, which is a measure of how well the vegetation is stabilizing
the soil. If the area is well vegetated, and constructed as described above, it can be
reasonably assumed that any overland flow from adjacent developed lands is being
intercepted and infiltrated into the soil underlying the Upland Riparian Zone. This is a
means by which to measure improvement to the water quality of the Acushnet River
which currently receives pollution from non point sources from development or
disturbance within and beyond the Upland Riparian Zone
establishment of densely vegetated Upland Riparian Zone to provide storm
damage prevention by buffering adjacent developed lands from coastal river winds and
wave action. Storm damage prevention can be measured using the vegetation plot data
on height and vegetation coverage and the soil and bank erosion data described above.
recording wildlife species seen during each monitoring event to provide a
general idea of the increase in the diversity of wildlife utilizing the habitat. The
vegetation data collected at each transect will determine if we have successfully
provided the habitat that supports the diversity of wildlife Table 1 describes.
The reports shall document general vegetation growth & vigor, bare ground, vegetation
damage, soil and bank stabilization, locations of any significant erosion, locations of
invasive plants and wildlife species observed. Recommendations shall be provided in the
reports to plan maintenance activities for the following year.
4.2
Maintenance
The City’s Department of Public Facilities, in close coordination with the Environmental
Stewardship Department, will be responsible for maintenance of the restored area.
Maintenance activities will consist of the following:
The coastal herbaceous community proposed shall be mowed once every
October, to ensure that the area remains herbaceous
City of New Bedford
New Bedford Harbor Riparian Restoration Proposal
Page 7
the pathway will be kept clear of vegetation
implementation of recommendations made in annual monitoring reports.
The proposal is designed to create sustainable coastal habitats that once firmly
established require little maintenance.
5. BUDGET
A detailed project budget is included in Table 3.
6. SCHEDULE
The project schedule is as follows:
TASK
Acquisition
Design
Permitting
Construction
Monitoring
City of New Bedford
BEGINNING DATE
October 1, 2011
October 1, 2011
April 1, 2012
February 1, 2013
January 1, 2014
END DATE
March 31, 2012
December 31, 2012
December 31, 2012
March 31, 2014
September 30, 2014
New Bedford Harbor Riparian Restoration Proposal
Page 8
FIGURES
TABLES
Table 1
Project Area Property Index
A
B
Map Lot
Property Address
119
178 NS Truro St.
119
42 River Rd. & Truro St.
116
84 180 River Rd.
116
85 174 River Rd.
116
130 168 River Rd.
116
131 ES River Rd.
116
132 156 River Rd.
116
86 136 River Rd.
116
91 Howard Ave
116
94 20 Howard Ave.
C
D
Owner Name 1.
City of New Bedford
City of New Bedford
Norman Shurtleff
Cesar & Maria Defatima M. Santos
Comm. Electris/Property Tax Dept.
Langley Realty Trust
John L. and Janice R. Engel
Mark Cote & Lionel Tetreault, Trs.
Christine Dzioba, Tr.
Coyne International
Address 1.
City 1.
State 1.Zip 1.
180 River Rd.
174 River Rd.
P.O.Box 567
14 Wilson St.
14 Euclid Ave
136 River Rd.
82 Ivy rd.
P.O.Box 4854
New Bedford
New Bedford
Norwood
So. Dartmouth
Mattapoisett
New Bedford
New Bedford
Syracuse
MA.
MA.
MA.
MA.
MA.
MA.
MA.
NY
02745
02745
02745
02747
02739
02745
02745
13221
744 Belleville Ave
New Bedford
MA
02745
Registereed Land
E
Expected Level of Commitment
N/A
N/A
F
Environmental Assessment
on file with City
116
67 74 Howard Ave.
Acushnet Rubber Co.
112
88 740 Belleville Ave.
112
252 740 Belleville Ave.
740 Belleville Ave, Inc c/o City of New
Bedford
City of New Bedford
112
133 700 Belleville Ave.
Acushnet Co. c/o Sue Brenner
P.O.Box 965
Fairhaven
MA. 02719-0965
111
146 630 Belleville Ave.
Darn It Realty LLC
686 Belleville Ave
New Bedford
MA
02745
111
98 620 Belleville Ave.
Nashawena Mills Corp.
689 Belleville Ave
New Bedford
MA
02745
February 13, 2009 letter of support from Phase II Environmental Site
owner (Joseph Abboud Apparel Co.)
Assessment Feb. 17, 2004
submitted with original application
56 Regent St.
Cambridge
MA
02140
56 Regent St.
Cambridge
MA.
02140
Attended March 4, 2011 meeting and
expressed support for project
Attended March 4, 2011 meeting and
expressed support for project
71 Country Way
So. Dartmouth
MA. 02748
N/A
155 ES Belleville Ave.
105
170 ES Riverside Ave.
105
183 R194 Riverside Ave.
Belleville Realty Corp. c/o Boston
Common Investments
Belleville Realty Corp. c/o Boston
Common Investments
Dominick Nicolaccoi, Tr.
100
118 10 Manomet St.
Victoria Riverside LLC
218 Willard St.
Quincy
MA. 02169
100
100
100
117 R1 Coffin Ave.
120 1 Coffin Ave.
85 12 Coffin Ave.
Charles & Ruben Weinstein
Pillar LLC
John S. Thompson,Jr,Tr./Star Plating
77 Jordan Rd.
150 John Vertente Blvd
P.O.Box 61026
Brookline
New Bedford
New Bedford
MA. 02146
MA. 02745
MA 02745
99
93
93
93
119
84 SS Coffin Ave.
83 100 Coffin Ave.
81
120
265
263
ES Belleville Ave.
103 Sawyer St.
SS Sawyer St.
SS Sawyer St.
40 246 River Rd.
City of New Bedford-- Sewer Dept.
City of New Bedford Riverside
Playground
City of New Bedford
City of New Bedford
USA Army Corp. Engineers
Coggeshall St. LLC
H
RTN (if applicable)
comments 2.
4-0010389; 40010002
4-0011186; 40021348
Class A1 RAO achieved for 4-0010389; Class A2 RAO
achieved for 4-0010002
4-0017177; 40014033; 4-0000601
Tier 1D status for 4-0017177; Adequately
Regulated / RAO not required for 4-0014033;
Utility Related Abatement Measure submitted
for 4-0000601
4-0015213; 40019527
Class B1 RAO submitted for 4-0015213; Class
A2 RAO submitted for 4-0019527
4-0016811
Class A2 RAO submitted for 4-0016811
4-0014995
Class A3 RAO submitted; AUL restricts use as
recreational area
Class A2 RAO achieved for 4-0011186;
Downgradient Property Status Opinion filed
for 4-0021348
N/A
111
100
100
February 12, 2009 letter of support from DPS June 2009
owner submitted with original
application; attended meeting on March
4, 2011 and reiterated commitment
G
February 13, 2009 letter of support from
owner submitted with original
application
February 13, 2009 letter of support from Phase I ESA & Ltd. Subsurface
owner submitted with original
investigation, May 28, 2008
application; attended meeting on March
4, 2011 and reiterated commitment
Limited Subsurface
Investigation Proximity to
Fuel Oil Bunkers, March 10,
2010
February 13, 2009 letter of support from
owner submitted with original
application
February 13, 2009 letter of support from
owner submitted with original
application
N/A
N/A
N/A
N/A
696 Virginia Rd.
1266 Furnace Brook Pkwy
City of New Bedford
Concord
Quincy
MA. 01742
MA. 02169
RAO/ AUL Oct. 1, 2010
N/A
NOTES:
1. Information provided by Peter Barney, New Bedford Assessor's Office February 2011
2. Class A RAO indicates that remedial work was completed and a level of "no significant risk" has been achieved.
A1: A permanent solution has been achieved. Contamination has been reduced to background or a threat of release has been eliminated.
A2: A permanent solution has been achieved. Contamination has not been reduced to background.
A3: A permanent solution has been achieved. Contamination has not been reduced to background and an Activity and use Limitation (AUL) has been implemented.
A4: A permanent solution has been achieved. Contamination has not been reduced to background and an Activity and use Limitation (AUL) has been implemented.
Class B RAO- Site assessment indicates that "no significant risk" exists. No remedial work was necessary.
B1: Remedial actions have not been conducted because a level of No Significant Risk exists.
B2: Remedial actions have not been conducted because a level of No Significant Risk exists, but that level is contingent upon one or more Activity and use Limitations (AULs) that have been implemented.
B3: Remedial actions have not been conducted because a level of No Significant Risk exists, but that level is contingent upon one or more Activity and use Limitations (AULs) that have been implemented, and contamination is located at a depth of >15 feet but evaluation has determined that it is not feasible to reduce it.
Table 2
Representative Native Vegetation to be Planted
in the Upland Riparian Zone Restoration of the Acushnet River
Plant Life Form
Grasses
Forbs (Flowering
herbaceous plants)
Low-growing
evergreen
prostrate woody
shrub
Deciduous Woody
Shrubs
Species to Include
Switchgrass (Panicum virgatum),
Sand Lovegrass(Eragrostis
trichodes), Side Oats Grama
(Bouteloua curtipendula), Big
Bluestem (Andropogon gerardii),
Indian Grass (Sorghastrum
nutans)
Seaside goldenrod (Solidago
sempervirens), Beach pea
(Lathyrus japonicas), Blazing star
(Liatrus spicata), Lance-leaved
coreopsis (Coreopsis lanceolata),
Yarrow (Achillea millefolium)
Sandberry (Arctostaphylos
uvaursi)
Benefits to Wildlife
All produce seeds eaten by songbirds
and small mammals. Waterfowl also
eat the seeds of swithchgrass. Grasses
provide cover for small mammals and
songbirds. Individual stems provide
resting areas for songbirds and insects.
Groundsell (Baccharis
halimifolia), Beach plum (Prunus
maritima), Virginia rose (Rosa
virginiana), shadbush
(Amelanchier Canadensis),
Bayberry (Myrica pennsylvanica),
Black chokeberry (Aronia
melanocarpa)
All of these shrubs provide food,
shelter, resting and nesting sites for
songbirds and small mammals. Insects
feed on the nectar of some of the
species (Virginia rose, Beach plum)
during the spring flowering season. The
waxy berries on bayberry provide food
in the winter for birds and small
mammals.
Butterflies and other insects will utilize
many of these species to gather nectar.
Songbirds eat the seedheads in the fall.
Berries are eaten by song, gamebirds &
small mammals. Evergreen leaves
provide winter cover
Sources: Martin et al., American Wildlife and Plants- A Guide to Wildlife Food Habits.
Clarke, Roberta. North American Plant for New England Gardens, UMASS Extension
USDA, Natural Resource Conservation Plant Fact Sheets
11.43
162 .52
97.12
147 .45
149 .63
53.24
56.8
50
RES. B.
36.56
50
RES. B.
45
55
7.84
25.99
88.63
91.67
93.26
27
45
45
140.62
135
20
45
90
78.50
70
70
90
90.02
45
45.4
89.53
42.75
45.46
RES. B.
88.29
88.36
RES. B.
45
88.28
45
45
45
224.35
45
45
128.28
22042
61 5
IND. A
141.85
98.93
98.94
101.96
143
41.80
128
11380
136
28283
25
25
177.02
177.02
3
80
25
6
City of New Bedford
Massachusetts
64.02
64
52.38
82.50
7274
119.00
174.75
122.37
DUSTRIAL B.
60
354
1600
80
235
3945
23.16
39.5
97
232
USTRIAL A.
231
5263
64
72.50
295
230
1878
49.26
25
229
4495
73.74
49.48
61.50
51.88
227
4450
12672
178.62
73.81
60
74.22
226
2930
85
11708
203.62
RESIDENCE B.
39.50
145.97
205
55
71.62
48.25
42
90.73
52.72
49.43
50
156
50
84
8952
200.88
156
50
379
10937
335
22039
121.92
50
82.18
58.86
120.23
50
43.18
55
43.18
126.17
48
74.13
38.95
134
3370
74.28
1.61
74.89
77.74
73.28
73.70
108.42
104.36
100.3
93.38
73.67
45
301
3351
RES B.
302
3833
72.29
303
3678
73.17
304
3721
74.01
74.85
75.68
76.52
77.36
78.13
78.93
78.49
79.40
73.58
82.32
86.90
RES. B.
98.09
89.63
80
ES
66
SIN
BU
56.73
40.88
NESS
79.2
84.97
73
72
45
45
148.11
BUS.
84.11
85.76
87.4
87.4
87.4
87.4
172.01
142.01
172.01
117.
07
38.2
65.8
170
S.
BU
39.1
1
S.
AV
E
BU
ET
S.
S
48.66
46.6
9
USINESS
70
148.5
50
50
50
50
59.93
90
3
206.9
3
116.9
97
31
61.94
31.08
80.0
5
US
HN
190
59.06
25.55
10
29.18
70
38.18
4.83
53
54.81
52
90.82
38.82
100.26
99.63
51
45
45
0
80
51
45
RESIDENCE B.
45
RESIDENCE B.
83.19
82.57
81.45
82.01
80.89
55.45
14.1
87.68
90
43.25
94.7
9
30.86
69.36
35.33
48.6
61.87
BU
AC
122.79
75.51
80.7
5
75.51
103.
88
121.68
75.51
+/-
BUS.
96.39
95.94
6
52.9
52.96
95.96
52.96
81.18
75.54
75.54
75.54
75.54
28.26
28.32
29.37
75
75
75
75
75
75
75
70.1
69.67
69.28
68.89
68.31
68.14
68.02
75
75
75
75
RES. B
75
76.88
84.77
84.71
84.64
40
67.78
67.54
84.58
84.51
84.25
84.45
84.05
4.46
35.54
RES. B
35.78
RES. B
RES. B
26.8
6
44.05
43.83
47.78
83.34
97.2
BUS.
BUS.
50
50
50
50
126.1
50
BUS.
(B. OF S.)
RES. B.
COBB ST.
45.67
50
120.8
25
RES. B.
25
99.1
43
82.07
130.75
BUS.
133.75
44.10 +/-
93.61
BUS.
85.34
80.9
7
95.08
70.08
46.94
99
B.
43
RES.
6.75
T AV
E
SHN
E
ACU
56
60
BUS.
99.28
50.75
21.5
45
82.07
B.
RES.
24
40.67
27.39
125
27.11
68.12
47.64
56
115 .98
64
41.56
21.5
100
21.5
21.5
80
80
80
92.47
7
.1
21
20
38.5
6
101.6
105.3
225
B.
125
PLYM
PTO
N ST
43.52
87.07
72.49
63.32
80
80
80
80
80
40
80
28.45
57.34
92.55
100
B.
RES.
133 .69
125
RES.
132 .96
S.)
KING
100 .52
80
81.65
92.3
80
57.39
95.88
94.17
BUS.
98.11
BUS.
102
197 .5
100
65.76
66.15
T
STO
NS
100 .58
155 .24
82.74
54.66
31.13
9.9
49.91
40.01
40.01
80.01
80.01
30
10
40
80.01
80.01
92.15
106 .43
45.01
91.64
45.01
66.15
87.3
66.15
45
41.37
41.37
82.74
10.68
(B. OF
90.24
62.84
62.05
B
RES.
41.37
18.2
B
RES.
30.61
41.03
40.55
29.45
10.94
40.26
40.15
50
8.25
96.32
88.91
112
113 .33
102
45
45
B.
41.37
RES.
41.37
RES.
B
70
40
70
60
23.13
61.54
40.52
ST
B
RES.
RES. B
40.24
40.14
50
2
15.4
7
B
RES.
82.74
79.93
79.93
88
79.93
40
70
40
40.36
COND
UIT
40
40
80
84.05
A
RES.
104.3
2
121.6
3
96.52
A
RES.
99.65
53.6
A
RES.
96
85.89
78.54
97.83
8
103.9
84.06
83.59
82.65
89
89.03
89.81
88
70
70
70
40
70
70
70
70
60
40
80
67.31
67.12
75
75
75
80
305
3762
85
85
60.22
52.73
183.33
306
3803
50
24.34
51.86
³
152.44
72.33
103.51
100.2
50.01
60.22
60 Feet
ER
R IV
0
37.75
50 75
62.94
30
41
ET
82
HN
41
262
9339
11.07
294
3030
9082
B.
307
3847
3
94.91
81.91
22046
2
61.1
293
3281
79.89
156.09
380
70
10
295
3468
80
RES
43.42
268
254
US
AC
158.9
55.35
59.10
51.17
308
3732
50.01
BREWSTER ST
Engineering Lot Number
Lot Area
309
3795
S
8772
43
10176
35.72
61.12
125.00
257.22
50
50.01
RESIDENCE B.
60
Text
50
41
143
8655
B
Associated Parcels
Text
48.01
92.18
1 inch = 60 feet
Master Parcel Linking to Assessing DB
48
53.23
41
33
7989
63.88
S
6829
8
Town Boundary
Combined Parcels
310
1930
37
B.
Water Bodies
Planned Subdivision
265
2
2227
IND.
Easement
55
125.1
4465
84.72
147
R
RES.
148
TRU
37
9717
54.6
Legend
150
3600
320
1895
5
.7
57
81.0
81.02
151
4511
145
311
4029
42
165.66
16
24
5
7595
BUSINES
36
4574
A
50
277
8062
35
4397
300
24255
101 .31
45
24
12.11 12.26
122.31
4290
84.15
102
45
266
4843
144
34
B
75
T
OS
196
6947
66.12
149
4590
34.15
84.15
53
122.5 0
BUSINES
46
IND.
64.6
49.22
87.48
B
50
14.09
RES. B.
43
RD
ER RES. B.
102.00
152
4699
100.79
62.79
113
6806
122.17
13.85
50
37.41
IND.
103.7
51.5
84.95
43
A.
112
50
RIV
1
5040
270
3937
3310
51.49
51.49
51.5
RES. B.
9386
61.58
153
4571
97.98
107.98
139.56
4588
4228
RES.
50
269
184
183
4497
288
100
BUSINESS
48
5000
26
4486
IND.
323
1601
45
158
4144
264
45
157
3703
25
4486
100
RESIDENCE B.
50
.A
54.14
45
105.17
156
3678
50
83.5
20
3654
45.01
RES
24.14
155
45
112
45.57
45.57
5423
B.
277
32.17
45.57
RES. B
116.95
CONDUIT ST
45.57
5102
RESIDENCE
64.7
09.76
276
154
3115
45.01
4413
70.09
HERSOM ST
RESIDENCE B.
24
3645
77.35
70.36
32
81
186
300
6368
50
48.56
48.73
48.74
178
15158
2.5
24
66.2
89.76
7002
68.83
100
79.25
185
23
5006
48.38
80.8
4500
30
3422
48.38
47.14
100.02
38769
29
3713
51.5
100.02
214
28
4005
259
81.34
4636
45
80.7
275
258
27
4195
31
4196
48.37
80.58
67545
277
2634
22
4239
69.44
59.84
51.87
235
BUS.
52.02
212
4500
48.9
44.88
RES. B.
100.02
. B.
50
45
9220
4500
38.83
49.55
41.5
0
247
9877
3546
RES
RES. B
48
58.76
25
44.88
89.76
6777
100.02
20
21
4241
60.7
60.73
25
44.88
91
3389
19
7908
80.4
91.9
1
94.76
RES. A
49
6050
9
3693
8600
.66
79
1875
40.28
217
4247
50.01
50.01
40
75
160
45
38
18.62
9
9373
16.91
44.88
198
4329
213
72
15
89.17
107 .64
239
3496
284
66.21
98
3390
248
6555
. A.
15
60.45
46
45.99
46
46
45.99
46
124.56
50
70.27
50
97
3390
245
3933
75.13
73
3794
IND
RES. B
RES. B.
50
40
17.91
17.91
50
194
1875
89
3390
BUS.
64.14
87.57
44.88
278
4
.5
61
40
192
3750
44.88
25
48.93
190
44.88
75
74.33
25
3646
50
90.33
RES. B.
76.12
1875
75
BUS.
45
79.11
15
45
45
45
45
90
82.11
50
3750
13
21807
RES. B.
50.01
1442
4050
41
18
7789
82.1
48.31
76
114
270
1178
89.72
25
78
201
4950
116
3150
88.17
25
135
1875
115
3908
10010
162
45
90
89.53
188
3000
133
3750
50
1331
45.04
89.22
117
4050
89.58
40
117.12
71
3842
16.36
50.39
RES. B.
78.89
50
135.51
BRANSCOMB ST
50
131
3750
76.64
70
2098
50.39
17
15808
110
15
88.17
50
129
3000
69
2762
40.31
HARWICH ST
BUS.
58
BUS.
RES. B
40
68
2679
54.85
50.66
154
1514
47.54
89.5
90
42.5
42
70.27
66
3833
50
RES. B.
50.5
95.13
64
3474
50
153
77.71
3983
76.12
3454
75
203.3
BUS.
BUS.
5006
43.27
24.53
15.77
211
203
1913
90
90
238
34926
149.91
150
76.28
+ /61
63.92
54.85
50.5
5145
25
RES. B
40
50
S.
40
50
62
U
40
164.5
67.83
108.36
87.5
21.64
42.5
40
226
111.60
7059
.88
4.62
66
63.36
20914
89.71
25
40
75
59
11831
89.57
50
40
8
1705
8805
15
90.78
50
61
1702
B
59
3395
77
16
50
233
17983
39
12384
100
24438
47
116
B.
151
5646
72.02
82.57
98.08
181.9 4
12
204.4
112
BUS.
20408
99
83.66
84.29
112.5 2
236
40
81.1
RES. B.
8000
33.7
50
57
5141
143.8 5
BUS.
RES.
78.06
237
3498
2
.2
170
8436
ST
12907
70
150
7178
76.16
250
111
168
2303
7310
73.75
73.76
DAWSO
N
25.58
6196
280
109 .48
143 .35
149
3390
98
3662
7294
126 .58
123 .97
148
3388
90
8000
95.12
167
281
196
4921
78.50
147
3385
67.67
146
3382
71.3
166
3662
50.13
53.63
62.12
145
3379
6.82
18.18
283
197
45
50
40
25
75
83.92
22.23
55.62
77
118+/-
331
3373
ST
HAMLIN
RES. A
36.33
3.85
40
B.
48
50.54
RES. B.
72.73
36.51
214.2 6
223
43.12
86.2
BUS
206.3 1
RES. A
94.01
59.99
98.63
92.63
40
3421
71.72
165
8
15652
81.68
249
107.61
7022
RES.
40
54.42
330
3365
40
3383
40
40
BUS.
171
BUS.
246
4283
81.75
3613
71.73
164
3613
72.74
150
13.64
RES. B.
40
3936
55.67
40
206
4
93
44.33
3561
14
6065
95.71
49.25
722
MILL RD
55
40
75
2077
52.44
194
3707
70
174.11
51.44
40
45
RES. A
3272
38.43
2689
40
329
2216
45
82.77
3561
195
5272
92.44
0
RES. B
49.5
328
45
RES. B.
16.45
163
BELLEVILLE AVE
40
7
45
HARWICH ST
40.27
70.71
34.02
40
75
54.28
161
3512
70.72
90.92
RES. B
32.74
160
3512
162
17539
70
38
.7
94
182
49.57
100.3 1
13.6
49.19
6235
52.3
66.06
9100
78.8
30.26
21.06
220
8568
39.65
56.09
40
244
3551
20.74
33.78
91.4
60.4
85.82
86.76
83.8
99.4
8
244 .87
42.07
243
1911
77
27
83.64
181
3597
83.64
80.67
99
4333
58.41
46.45
96
3600
34.49
109
3600
96.45
108
3600
156.48
106
5310
108
210
1710
2434
106.46
48.72
63.32
5
48
45
85.67
48
45
80.67 85.67
333
3200
35.24
57.23
14319
227
86
11926
69.7
69.71
8754
57.23
108
105
4628
3460
101.11
10
10717
7
48
45
66.69
104
3840
107.38
3164
81.68
334
3349
48
103
75.14
78.5
8
39.24
20.67
115.2
10.29
91.39
6
247
3840
68.7
68.7
224
190 .35
BUS.
45.97
21.68
67
96.87
102
3840
48
85.67
3840
48
156.9
40
508
63.75
305
2483
48
101
11
159
22215
274
1676
BUS.
750
82.07
38.42
26.01
28.79
TARKILN HILL RD
12659
171.67
50
56
3072
BUS.
93.68
36
36
5723
BUS.
215
132
57
4968
56.6
68.5
137 .17
44
62.38
55
75.20
BUS.
8184
94.45
0.93
20
4.75
.3
5
BUS.
50
219
A
75
3624
7392
94.75
67
6.98
141
128 .85
5
132
RES. B.
48
92
84.18
335
47.23
5
ACUSHNET
54.85
9763
1071 3
131 .92
177
1428
9409
76.79
2638
336
2178
41.03
13.9
68.12
304
40
332
3200
22.34
45.34
127 .92
6633
170.15
84
3719
255
19
111
4333
DAWSON ST
70.25
254
27503
2
122.5
4
94.47
RES.
41.04
95.07
303
2834
80
RES. B.
62.94
337
2663
80
80
.A
56.42
RES. B
80
302
3071
1720
231
1720
9
46.71
RES. B
73.53
80.03
230
40
112
2716
85.7
3496
92.25
4
31.21
45.85
40
113
3083
5.75
21524
19
123
52
44.78
6594
1197
144
234
21380
BUS.
42.86
83.49
145
11820
3
3403
6438
46
6.5
47.16
3.66
102 .41
55
131
4745
253
1273
200
132
5350
50.01
57.63
6
RES
339
3210
82.46
338
252
2604
7887
78.37
53.5
18
123.7
2
76.6
40
80
44.25
132
6962
72
277
3158
20
10955
3
45.01
59.47
278
2800
192
4712
50.01
22
110 .68
55.68
76.6
2586
204
7604
45.11
208
9
77.1
40
340
6400
45.17
275
3006
69.84
276
45
7
274
135.1
342
3200
80.4
2800
4576
56.57
6055
92
107 .32
5782
53
24.5
102.8
9
15.32
80
80
122
4822
43.7
50
140
115.15
BUS.
50.09
10319
6
92
80
77
45
53.57
40
53.27
82.50
4
40
50
45.2
91.25
216
3
45.2
40
82.81
58.42
264
6055
12.63
50.74
30.47
191
23.7
4833
S. A
246
3689
RE
69.38
247
2800
20.0
2
3
2278
87.23
86.85
104.8 8
126.3 8
25.25
221
5003
4
103 .27
33.62
209
68.26
77
40
248
2800
8
7963
A
79.92
245
2987
S.
244
3409
243
2800
40
121.8
88.26
RE
90.46
59
242
2800
40
45
41
40
7
90.4
40
E
AV
5451
40
5513
2
2867
54
2907 3
90
75.87
189
9019
21.44
52.92
25
25.79
44.7
5385
120.4
3480
124
BUS.
207
121
55.34
50
73.09
118 .93
50
90
45.84
225
13.5
45
40
5216
9425
55
80
53.02
38.67
213
4853
1
109.2 51.33
214
1079
45
215
3197
1
38.67
7040
113.
21
97.7
8
95
7746
6814
40.55
BUS.
180
4625
130
51.8
17
80.32
80.06
5
105.1
138
98.02
8869
51.33
216
45
44.73
71.2
90
45
40.00
13.5
51
9.35
6
124.0
112
40
BUS.
208
.95
21
4391
125
4620
BUS.
60
6
2524
78.16
7
155.7
77.61
61.44
92.38
20
57.08
97.15
8654
120
70
516
6 14
517
90
90
45
60.00
80
90
45
45
NE SS
BUSI
40
8
46.25
62
41
4303
127
90
95.62
95.62
40
80.03
80.03
70
62
48.07
129
4050
4 3
3983
4999
65
119
130.2
4470
90
90
8
129.0
515
4555
566
128
70
90
RES. A
52.86
518
67.63
8
210
90
90
187.9
BUS.
A
BUS.
6.18
5195
72.19
63.98
50.31
E
T AV
90.28
209
3577
85
94.12
90
46
131.
208
3566
6
76.4
40
58.51
A
E
SHN
91.45
3 8
17
3
1325
A
RES.
6
1352
4
1360
0
2413
60.79
RES.
96.69
77.61
48.22
88.85
90
A
RES.
20
45
89.81
65.23
0
40
11150
75
223.
54.09
7.6
3
A
A
40.01
11250
T
HS
JIRE
75
3895
90
95.18
2193
75
A
RES.
91.17
116
8100
78.59
82
36
90
40
81
3
3649
84.28
11050
2
3600
4.79
94.24
99.02
73
11590
90
113
5 7
8160
79.78
6
1304
79.71
62
.7
1
8
204.7
75
26
54
54.5
45.5
9
50
64.71
45
274
7761
1695
9
3018
4
3112
5
8100
132 .29
51.76
HILL RD
366
75
104
4905
40
8
1050
23
175
81
5
54.5
450
7
1095
90
7
3017
55.57
A
RES.
106
91.86
40.03
Y ST
40
55.21
800
RES.
35
112.
E
PHR
86.13
5
6+ /102.0 6
102.0
45.5
5956
33.96
TARKILN
9
43.8
249
78.62
50.5
A
)
17.7
318
398
S.
51.04
RES. A
6
68.4
125
77.44
50.45
HUM
BUS.
1216
302
74.62
60
90
3
1593
9
109.8
9
109.8
50
40
7
161.
12.54
4897
54.18
RE
123
6147
28
34
RES.
40
BUS.
2894
E
AT
RIV
5548
9
206.
287 0
(P
122
115.35
4985
127.44
104.39
121
94.41
88.74
4565
23
47
109.
ST
50
5036
90.43
120
1
1062
59
9.63
100
7
90.3
6
3195
45
S. A
124
37
115.
50
2
9048
50
77
RE
16
125.
2
44.2
50
40 .1
85
111.01
50
56
AM
AW
AG
12.33
4.12
34
6
37.6
7
1400
9
1992
50
6
114.
50
431
59.8
60
65
75
83.45 50.13
S.)
90
90
90
90
5850
5400
90
186
50
58
73
6
101. 68.4
296
7117
183
185
6750
50.13
OF
65
182
187
6 0
1107
6
1456
60
75
4500
57
98.35
RES. A
50
8
1914
(B.
RES. A
3
84.7
75
75
CHICOPEE ST
RES.
40
90
119.
0
1097
5000
ACU
23.11
150
83.94
75
3
1066
34
22
134.9
91
125.
1
50.2
1
40.9
76 .5
40
7
5670
28.99
75
51.11 6
58.0
100
50
2
60
135
44
1729
6512
50.54
97.27
10191
42.
6000
95
0
127.2
164
7295
97.27
7295
97.27
97.27
7295
143
LE
125.6
206
207
208
209
7295
2
3
75
75
75
75
75
130
10590
131 132-6 132-1
130H 130B 130D
130G-2
130C 130A
129 130G-1
Map: 119
Fiscal Year 2011
This parcel map should be used for planning
and assessment purposes only.
130
130F130E
127D 127E
125-1 127B
127C 127
125A-1 127A
126 118 119
125B
117
116
114
123B
115
112
113
123A
109 110 111
123C
123
107 108106 105
122
103
104
100
102
98
121-1 101
Map Produced By:
ACUSHNET
City of New Bedford
Department of
Management Information Systems
January 2011
FAIRHAVEN
45.4
89.53
42.75
88.28
88.36
RES. B.
98.93
98.94
45
90.29
18.88
75.95
50
50
50
50
50
23
24
55.45
55
55
90.73
49.43
156
64.02
82.50
A.
INDUSTRIAL B.
INDUSTRIAL
80.19
133.89
6.80
75.06
47.95
84
82.99
46
130
130.00
130.00
130.00
130.00
130.00
84
84
50
55
152.2
422.69
INDUST RIAL B.
62
3302
47.20
67.33
63
10218
50.01
149.50
200.07
34
111
99.79
40
59.87
29106
10
3403
100
83.40
7013
100
24650
177.83
RESIDENCE
BUS.
92
8670
6000
100
159.39
50.35
35.50
82.50
330
13299
43.40
60
91
82.50
15
10
93
112
32.30
65
6406
177.83
103.00
3964
41
36541410
100
5736
2085
58.79
66
36.95
57
110
25
98.45
169
56
376.60
99.79
121
2495
25
5
25
3811
64
10604
68.30
67.33
134.66
67.62
41.29
326
6711
50
324
3727
B.
94.70
49.50
100
BUSINESS
BUSINESS
90
60
50
347.42
HOWARD AVE
RESIDENCE C.
110.72
55
61
141784
99.79
13930
255
HOWARD AVE
BUSINESS
86
BUS.
50
3373
50
100
9997
134.09
129.32
50
323
100
49.50
RESIDENCE C.
50
43.50
50
45.07
50
100.20
6196
60
6698
50.44
91
125
125.00
125
339
5601
18
6196
276
75.03
11
3382
45
73.40
75
181
3433
45
152.55
144.89
40
BUSINESS
13274
75.06
3376
S
590.8 0
78.07
141
45.07
75.02
3376
180
75
179
75
100
100
75
4000
58
141.44
114.42
25
46.57
271
50
99
21780
108
7022
BUSINESS
100.9 8
BUSINES
8505
45
49.57
139.44
100
45
59
7382
264
50
92.94
188.67
3381
49.64
40
177
50
BUS.
50
169
75.02
49.64
340
4263
53
99.27
298
75.02
75
10
92.03
173
3553
100
101
82.50
82.5
16
25.00
54.32
174
3376
55
6931
BUSINESS
175
50
137.76
18137
18395
136182
45.07
27.24
3875
67.31
100.10
13
62.70
48.13
50
50.49
50
45
48.32
13906
97.73
55
35
61
344
4810
87.82
150.10
RESIDENCE B.
54.02
338
2710
75
75
176
322
5000
50
BROOKLAWN CT
BUSINESS
51.60
4263
RESIDENCE B.
101.27
18.44
39.4
52
15
111.65
111.65
7000
44.50
68.60
75
75
75
75
86
31.50
95
43
RESIDENCE B.
51
4801
51.60
50
13000
95
43
325
3441
10577
RESIDENCE B.
49.73
329
183.68
98.11
50
81.95
100.10
162
6441
39
50
5000
50
7487
321
50
135.00
99.34
150
135
25.35
8.46
157.46
88
172
3223
50
133.43
48.31
62.7
105
150
S
171
BUSINESS
3564
34.94
50
15
5000
100.10
14
6696
RESIDENCE B.
12
8800
19478
3223
64
34
75.60
84.32
84.07
40
34.94
73.10
73.02
BUSINES
42.93
49
6500
100.10
90.13
7936
64.70
275
3537
42.92
279
4550
RESIDENCE B.
50
50
160
82.21
82.84
82.46
10
3561
164
4
BUSINESS
100
155.00
43
292
5785
90.18
50
49.75
117
105.22
100
341
54.06
82.65
58.87
163
3550
106
4095
50
96.92
50
45
5065
50
43
48
5070
SYLVIA ST
RESIDENCE B.
91.25
35
50
42.82
44.50
114.00
43.01
31.50
103.2
47
6500
66.88
66.90
43
39
RIVER RD
40
313
4536
BUSINESS
43.01
50
130.00
5842
46
4536
130.00
251
328
326.84+/-
218389
4145
114.32
160.88
11056
384.66
34.84
257
90.18
RESIDENCE B.
BUSINESS
128.00
BUSINESS
34.84
256
4229
104.68
102.60
65.09
SYLVIA ST
85.20
44
9685
30
106.77
159
65.09
31.80
133.52
64.84
99.98
130
4311
132
27958
117
360
2518
40
250
6509
332
7032
300.00
50
64.84
39
249
3877
64.78
44.61 1.2
42.67
70
80
RESIDENCE B.
46.56
37.78
90.18
223
43
342
40
103
6509
RESIDENCE B.
89
266
11423
46
BUSINESS
331
2741
83.20
66.52
130.18
40
65.09
43
123
6392
37.78
50
37.78
319
4918
130.18
29.96
8407
40
50
37.78
130.18
362
6499
AL B.
ST RI
192 .00
67163
70
222
100
107.78
6402
126
7560
100
130.18
4918
100
4522
2730
21
INDU
85.20
52
283
39
39.18
101
6499
130.18
100
9
BUSINESS
4
45
RESIDENCE B.
45
130.18
E))
TE
AT
VA
V
421.66
70
100
4290
8
RES. B.
AL B.
ST RI
BUSINESS
84.35
52
18
63.25
99.94
316
101.2
99.88
4663
100.77
4614
100.37
10160
315
99.93
314
99.48
44
98.52
299
BUSINESS
INDU
(PRI
40
102
2028
39
3400
105.11
85.40
85.94
104.7
84.25
248
284
4104
.20
29
2
50.18
63.26
44.96
273
3825
183
43
42.67
51.97 22.9
1445
134 .00
65
21
173.44
82.70
38.97
18.70
39.08
27.52
126.51
46.56
274
3802
40.18
RESIDENCE B.
50
6275
285
46.56
101.85
50
125
3395
50
49.94
124
6196
124.93
120
84.63
BRIGHTMAN ST
83.34
RESIDENCE B.
99
6934
65.09
296
5673
110
131
8625
159
243.83
WOOD ST
45
39
45
50
84.64
297
3372
115
7
32775
BUSINESS
BUSINESS
84.38
70.37
84.25
73.57
8636
120
45.03
45.13
3
6257
156
109.18
RESIDENCE B.
40.18
123.34
291
5048
73.70
108.42
100.3
104.36
93.38
RES. B.
127.17
22
.9
2
BUSINESS
64.35
0
BUS.
.2
24
46
41
84
41
209
23812
68.20
41
190
42519
130
10590
136.00
BUSINESS
41
17527
82.25
41
80.77
40
11.13
3800
RES B.
64
237
3915
67.95
41
49
80
238
2910
64.78
40
312
177.02
177.02
125.00
41
25
25
137.99
239
2913
343
131.4
41
128
11380
136
28283
139.40
240
2916
BUSINESS
241
3027
RESIDENCE B.
242
3139
33.35
243
3033
40
130.00
41
41.80
295
3915
101.96
52.38
143
236
100.32
40
40
73.74
1
69.18
41
73.80
25
44
49
51.27
66.21
284.1
95.72
BROOKLAWN AVE
579.00
45
73.74
49.48
7274
119.00
354
1600
174.75
122.37
235
3945
49
73.81
232
73.77
244
3036
74.03
3038
74.09
245
74.15
246
3041
85
12672
203.62
80
3
41
73.85
61.5
41
205
11708
23.16
60
41
120
103.41
89
265
42
22042
80
51.88
5263
RESIDENCE B.
7926
382
4308
47.50
47.50
100.89
RESIDENCE B.
45
97
231
1878
73.91
39.5
49.94
290
5290
47.85
48.01
45
47.5
44
264
80
47.50
47.50
4786
44.52
45
48.25
49.26
72.50
230
4495
ACUSHNET
145.97
178.62
128.75
3800
71.62
72.29
52.72
84
8952
200.88
121.92
50
379
10937
335
120.23
50
25
229
74.13
74.28
61.50
227
4450
41
74.26
3327
41
127
115.00
42.53
4405
46.27
ACUSHNET AVE
289
42.50
100.66
258
84.11
45.46
50
82.18
58.86
RESIDENCE B.
60
226
2930
74.20
247
74.90
3406
82
95.58
47.5
47.50
47.50
47.50
259
301
3351
126.17
50
263
3800
98.09
89.63
74.01
73.17
74.85
75.68
76.52
50
39.50
74.22
1.61
74.89
73.28
82.32
77.74
253
74.26
74.26
6082
31.60
42.53
42.50
85
48.24
45.05
85.76
87.4
87.4
45
45
224.35
80
78.13
77.36
78.93
78.49
79.40
73.58
86.90
40.88
BUSINESS
38.95
134
3370
51.86
38.36
163.00
113.05
129.62
262
80
4775
RES. B.
142.01
172.01
190
56.73
25.55
70
BUSINESS
74.26
6
37.75
50.75
BUSINESS
111.33
96.65
80.08
47.50
46.20
46.2
260
4636
43.18
RES. B.
100.43
100.27
45
S.
128.28
38.82
29.18
65.05
41
BUSINESS
288
4336
98.75
286
4396
80
302
3833
107.78
4675
4804
3534
3678
129.12
49.64
224
87.4
87.4
S.
BU
ET
80.0
5
US
HN
S
ES
66
SIN
BU
54.81
52
90.82
10
48
46.6
9
278
81.74
104.47
109.47
2
42.17
51.67
95.13
100.26
RESIDENCE B.
39.04
50
54.20
261
5216
RESIDENCE B.
39.11
267
3315
FIELDING ST
78.23
84.71
84.96
99.96
46.19
3305
225
4947
3721
102.83
101.02
39.04
39.11
83.54+/-
48.66
43.18
22039
BELLEVILLE AVE
CONDUIT ST
RESIDENCE B.
41
82
6080
73.67
45
3
101.20
287
5100
60
58.88
281
15
3762
303
85
85
76.66
5747
54.53
3803
304
BUSINESS
84.46
161
95
294
3030
73.57
51
73.72
98.48
293
3281
43.83
50.95
43.42
10
295
3468
94.91
81.91
BUSINESS
60
285
4081
46.02
47.63
50
24.34
268
BUSINESS
85
85.09
272
5680
100.12
5065
305
125.00
RESIDENCE B.
54.72
100
86
100.42
122
100
221
5257
306
RESIDENCE B.
50.33
52.73
183.33
307
3847
RESIDENCE B.
51
70
14.83
142
8131
100.2
50.01
BREWSTER ST
41
86.64
7
RES. B
3732
50.01
53.23
50
50
45
308
RESIDENCE B.
57.49
22.5
S
254
125.00
RESIDENCE B.
125.5
309
3795
S
8772
38.18
53
4299
310
41
143
8655
50.22
65.09
45
RESIDENCE B.
40
60
70
BUSINESS
50
50
50
50
INDUSTRIAL B.
113.70
50
39.5
50
39.50
39.5
139
3950
39
3950
40
3950
100
100.04
38
3950
100
37
4200
100
36
5000
67
111891
45
50
50
50
50
50
BUSINESS
50
42
39.50
39.50
39.50
69.05
39.50
RESIDENCE C.
BUSINESS
423.09
549.61
428.00
1208.72
PERRY ST
48
44
61
RES. B.
49.65
66.65
50.30
50
50
40
4000
100
43
4500
95
100
257377
40
42
40
44
42
4000
65
IND. B.
100
100
21
4275
40
44
4000
40
48
180
6538
100
41
4300
95
45
4
7.5
75.17
BUS.
5000
100
45
148
4275
39
255.17
95.0
45
5490
50
50
90
3960
90
4321
145
233
100.04
100
RES. B.
50
50
140
228
2250
45
50
44
45
40.43
4321
137
4998
50
45
48
45.02
90.03
9
2250
45
147
4500
45
45
138
4500
RES. C.
100.04
64
50
90
4500
90
139
90
90.03
90
90.03
90.03
227
4321
90.03
90
45.44
8
4
4321
48
85.18
3707
50
45.01
S
7
RES. B.
50
2
90.22
3948
50
45.02
6
45.44
BUSINES
210.0 0
95.26
4174
48
90.03
4400
48
45.01
45.44
5
40
RES. B
100.30
45
40
BUS.
100
Legend
130G-2130B 130A
130G-1130C
Water Bodies
Easement
1 inch = 60 feet
Planned Subdivision
Combined Parcels
Master Parcel Linking to Assessing DB
Associated Parcels
94
99913
55
55
55.56
36.97
100
35
5000
119
2450
100
34
5000
100
33
5000
100
32
5000
100
5000
100
31
100
45
30
100
S
20
90.51
44.86
100
23.97
327
1914
2249
50
39.5
200.52
50
42
200.07
50
IND. B
50
200.16
25.71
50
4
69.30
23.79
30
BUSINES
50
BUSINESS
50
260.33
29
18269
50
RIVER RD
5000
96.96
104
2709
INDUST RIAL B.
5000
28
INDUST RIAL B.
5000
27
100
100.05
26
100
5000
100
5000
100
5000
100
5000
25
/218+
5000
22
100
21
100
129
5000
100
20
9920
100
96.50
95.50
100
569.53
1379
6
172.01
117.
07
39.1
1
AV
E
59.06
BU
AC
80.7
5
122.79
75.51
103.
88
75.51
99.63
51
45
80
146
50.18
45
257.22
50
50.01
143.76
50
100.26
83.19
RESIDENCE B.
82.57
45
RESIDENCE B.
82.01
80.89
81.45
45
45
80
4465
84.72
147
4000
88.29
30.86
61.94
31.08
31
S.
26.8
6
BU
69.36
35.33
48.6
61.87
28.26
75.54
75.54
75.54
75.54
121.68
75.51
75
75
75
75
75
28.32
29.37
75
75
75
75
75
75
RES. B
75
70.1
69.28
69.67
68.89
68.31
68.02
68.14
R
67.54
67.78
80
80
148
3600
50
60.22
150
3600
145
48.01
92.18
84.15
50
48
1930
12.11 12.26
BUSINES
50
81.02
151
4511
45
BUSINES
277
8062
60.22
45.57
149
4590
102
45
320
1895
152.44
103.51
16
24
122.5 0
122.31
4290
152
4699
100.79
62.79
311
4029
62.94
144
7595
262
9339
72.33
11.07
112
102.00
34.15
84.15
24
5
122.17
13.85
50
53
9082
B.
B.
97.98
107.98
270
4588
22046
37
9717
70
50
1
5040
269
5000
158.9
156.09
380
RES
45
112
4571
113
6806
36
4574
43
10176
79.89
2
61.1
45
158
4144
139.56
35
4397
165.66
61.12
157
3703
BUSINESS
48
34
6947
33
7989
80
196
288
100
RESIDENCE B.
50
68
51.17
45
105.17
50
5
2629
B
156
3678
153
45.57
CONDUIT ST
RESIDENCE
32.17
155
3654
45.01
9386
37
55.35
59.10
100
46
2
2227
35.72
259
81.34
154
3115
45
55
63.88
45.01
ST
RO
8
70.36
42
B.
89.76
TR U
49.22
87.48
43
300
75
RES. B.
RES. B.
43
70.09
B
24255
64.6
84.95
100.02
IND.
50
IND.
235
38769
BUS.
45
4500
B
51.5
14.09
37.41
51.49
51.5
50
80.8
214
3937
51.5
100.02
HERSOM ST
RESIDENCE B.
4500
258
4228
51.49
67545
277
2634
184
183
4497
125.1
44.88
RES. B.
9220
51.87
26
4486
IND.
103.7
RES.
6777
45
4413
25
4486
3310
54.6
50
41.5
0
247
9877
24
3645
101 .31
49.55
48
185
7002
32
81
186
60.7
60.73
RES. B
44.88
89.76
48.38
300
6368
50
48.56
48.73
48.74
47.14
80.58
23
68.83
100
79.25
48.38
48.37
17.91
17.91
25
44.88
91
4
25
40.28
16.91
44.88
3389
212
30
3422
15158
.5
A
49
9
3693
100.02
29
3713
77.35
79
1875
4500
91.9
1
94.76
3546
28
4005
2
24
66.12
18.62
27
4195
4196
RD
ER RES. B.
9373
22
4239
A.
89.17
107 .64
21
4241
178
31
59.84
98
3390
100.02
213
72
20
66.21
97
3390
8600
50.01
50.01
40
75
160
45
75.13
73
3794
19
7908
80.4
70.27
3390
BUS.
64.14
87.57
44.88
278
.5
61
50
44.88
89
25
6050
194
1875
44.88
217
4247
5006
66.2
50
198
4329
76.12
75
239
3496
82.11
3646
RES. B.
50.01
1442
48.93
50
13
21807
248
6555
284
88.17
76
245
3933
69.44
15
60.45
46
45.99
46
46
45.99
46
124.56
50
82.1
48.31
1875
25
192
3750
89.22
A
IND.
RES. B
RES. B.
50
40
89.72
25
78
75
89.53
25
135
1875
50
190
3750
1331
45.04
117.12
71
3842
16.36
50.39
BUS.
45
89.58
133
3750
50
76.64
70
2098
50.39
BRANSCOMB ST
50
131
3750
69
2762
40.31
BUS.
RES. B
50
68
2679
54.85
RES. B.
78.89
50
74.33
66
3833
50
RES. B.
HARWICH ST
BUS.
135.51
70.27
64
3474
50
50.66
154
58
76.12
3454
50.5
1514
47.54
77.71
50.5
75
BUS.
153
5006
43.27
24.53
15.77
RIV
63.92
54.85
88.17
25
RES. B
40
50
61.58
40
50
62
RES.
40
89.71
25
40
75
59
5145
90.78
50
5646
40
8
1705
89.57
50
6.82
18.18
25
61
1702
IND.
40
59
3395
VE
40
50
50
57
3383
Town Boundary
Text
Engineering Lot Number
60
Text
Lot Area
30
0
60 Feet
³
City of New Bedford
Massachusetts
129
Map: 116
Fiscal Year 2011
This parcel map should be used for planning
and assessment purposes only.
130
130F130E
127D 127E
127B
125-1
127C 127
125A-1 127A
126 118 119
125B
117
116
114
123B
115
112
113
123A
109 110 111
123C
123
107 108106 105
122
103
104 100
102
101
98 99
97
121-1
96
93-2
92
Map Produced By:
ACUSHNET
City of New Bedford
Department of
Management Information Systems
January 2011
FAIRHAVEN
78.07
40
45
45
BUSINESS
45
50
45.07
90.29
18.88
75.95
49.50
94.70
49.50
RESIDENCE C.
100
BUSINESS
BUSINESS
90
BUSINESS
RESIDENCE C.
110.72
50
50
50
50
50
23
24
60
HOWARD AVE
HOWARD AVE
50
347.42
40
60
70
BUSINESS
50
50
50
50
INDUSTRIAL B.
113.70
39.5
39.5
50
39.50
39.5
38
55
139
39
3950
3950
3950
40
3950
100
100.04
37
4200
100
36
5000
67
111891
45
50
50
50
50
50
BUSINESS
50
42
39.50
39.50
39.50
69.05
39.50
RESIDENCE C.
BUSINESS
423.09
549.61
428.00
1208.72
PERRY ST
50
BUS.
46
45
40
4000
RES. A.
4000
100
100
405.18
1022.7+/-
48
47
40
4000
40
40
4000
100
100
100
40
40
40
100
40
40
240.06
100
240.06
53
4000
50
55
4000
40
.1
11
RES. A.
40
531.
04
24006
480.39
425.06
5
BUS.
458.94
40
40
40
40
40
75.01
80.82
83.74
45
RES. C.
86.65
100.17
RES. C.
45.17
RES. C.
40
40
3686
40
40
40
225
6644
72
57.17
44
RES. C.
50.08
51.09
535.24
33.34
134
3877
415584
IND. B.
92.40
250
4022
19.91
34.50
50.87
3683
BUSINESS
12.49
40
72
224
3689
82.3
220
3683
223
3686
51.10
BU
45.13
47
.1
0
55
222
41.43
40
221
68.94
51.30
BELLEVILLE AVE
6927
4.13
27.96
58
.6
3
142
202
4412
40
40
92.22
58
.5
64.41
201
3690
92.25
92.25
200
3690
92.25
40
92.25
40
40
40
219
3681
3690
40
40
92.14
3678
218
3678
199
198
3690
92.15
217
133
79.07
41.45
ES
SIN
46
9.7
20
8.7
9
S
0
38.45
82.88
BUS.
RES. B.
120
HATCH ST
185.14
37.5
109.94
110.58
74.67
74.28
235.92
BUS.
B
71
B
116.5
BU
74.85
.72
72
S.
.7
18
Water Bodies
Easement
1 inch = 60 feet
Planned Subdivision
Associated Parcels
146
L
71
7
Legend
Master Parcel Linking to Assessing DB
.97
23
3
319000
4882
45
Combined Parcels
141.3
138.3
RIA
36
7085
112.93
RES.
ST
33
3194
100
68.7
10
.5
83
159
4036
34
70.85
71
3887
70.86
70.96
143
141
7100
DU
45
100
140
26.85
100
171.83
166.83
143.78
8.18
IN
RES. B
45
66.38
86.75
19.85
18.35
31.6
BUS.
40
2840
149
21967
RES. B
SHAW ST
RES. B
148
119211
5
91.12
.8
25
40
8
72
145 78.05
1970
80
6.0
16
90.5
12.45
77.38
ST
73.54
4028
4856
22.1
72.4
72.97
153
.2
64
54.47
596 28
3433
29
T
UI
ND S .
CO B U
57.4
12.5
.28
40
5374
40
40
130.25
156
26
25
2928
122.45
122.45
C
37.49
112.48
S.
36.65
4263
70.4
52.95
8
160+/-
104.84
92.34
7 .8
10
RE
109.58
72
40
24
2905
.66
42
110
111
40
40
4
14280
3616
40
40
40
40
40
.66
42
108
4410
36.65
107
4438
111.21
111.85
106
4462
8.08
6
277.36
109
2816
112.3
40
37.49
105
4487
46.58
65.9
87.74
91.99
103
3937
222.86
178.2
40
40
40
535.94
18.83
40.38
40.38
IRVINGTON CT
51
65.57
101
178
5175
46.53
40
92.25
197
92.25
S.
ACUSHNET RIVER
102.97
50
40
40
40
3690
40
40
92.06
BU
5219
50
176
5050
50
50
92.25
3690
92.10
56
.15
30
175
5050
101.00
174
101.00
101.00
101.00
92.25
196
195
3690
92.02
27
13.92
101
101.00
101.00
101.00
68.44
105.88
BUS.
92.25
92.25
3675
91.95
56
.15
4001
163
4149
50
50
5050
50
40
40
40
40
91.99
40
40
216
IND. B
36.64
BUS.
65.9
3
2959
71
57.08
71
71
162
2840
104.7
RES. C
0
194
3690
40
40
40
71.77
HATCH ST
9
92.25
3675
BUS.
23
193
92.25
40
40
214
3673
91.87
213
3673
215
124.24
2883
173
5050
50
50
40
3690
40
91.91
212
3670
91.83
45.78
45.89
.03
52
3840
91.76
3664
11004
91.79
3664
209
91.64
91.56
1
S.
206
208
91.60
BU
5 .3
10
95.88
207
5050
120
45.78
.02
52
4942
192
3690
40
40
40
40
191
3690
92.25
.40
11
92.34
100
7558
92.25
S
45.88
3425
91.17
101
190
3690
92.25
ES
205
59
4941
189
3690
120
116.19
58.1
2
188
3690
40
80
40
40
40
80
187
3690
92.25
3690
7380
92.25
SIN
19.80
92.25
183
3690
185
92.25
3690
184
92.25
BU
181
6261
92.25
182
92.25
82.25
.78
90
143
3112
101.00
40
40
80
40
40
161
5050
40
50
50
172
101.00
11.18
1.5
10
1
5736
45
160
5050
235
RES. C.
40
40
40
40
40
57.24
6
159
5050
71.76
40
50
177
5050
50
50
50
RES. C.
40
RES. C.
100
50
50
5050
80.09
66
158
COVELL ST
3.45
179
7995
RES. C.
50
50
5050
50
171
101.00
169
5050
BUS.
BUS.
157
5050
50
170
101.00
168
5050
101.00
167
5050
101.00
101.00
101.00
101.00
101.00
166
5050
40.48
156
5050
50
50
50
243.87
TAYLOR SQUARE
61
4114
50.08
50
1.59
40.47
155
5050
101.00
5050
101.00
101.00
201.88
165
4088
153
5050
40
42
50
40.48
40.47
4087
4242
43
55.21
152
4040
154
7.09
41.87
230
4260
100.17
50
50
50
50
50
101.00
4343
151
101.00
150
101.00
101.00
101.00
101.00
64
5539
164
50
957.68
50
40
42
4000
100
100
RES. C.
155.10
247
4000
50
50.08
43
54.47
62
231
90.30
RES. C.
45880
100
100
RES. C.
HADLEY ST
BUS.
59
4000
50
50
50
50
50
50
50
50
BUS.
63
38
5054
55
36
37
5000
4000
40
1
36
5000
80
80
35.5
35
5000
100
34
5000
100
5000
100
5000
100
5000
30
33
100
31
20
4264
93.50
32
100
24
1818
141
3201
81.35
48.03
96.07
246
50
144
1552
70.58
11.59
50
50
100.08
51.4
2
S
ES
SIN
BU
50.2
2
36.11
21.42
100
41.0
1
54.90
57
29
232
4948
48.04
50
65
50
50
20
251
3245
52.73
50
4948
KEARSARGE ST
27
5000
6500
45
45
50
40
40.89
50
39
39
88
391991
393.83
25
4500
28
100
3153
4000
100
26
32.70
19
31.30
N.B.W.W. CONDUT
T
50
100
4000
4500
50.94
50.91
65
100
4089
24
100
3900
23
100
100
229
100
20
3900
38
.84
22
100
68.70
248
57
40
RES. C.
45
45
40
40.89
39
39
3569
64548
100
DUNCAN ST
BUS.
44.97
252
153.10
RES. A
40
4000
RES. C.
51
1
325524
IND. B.
159.84
BU
4000
100
BELLEVILLE AVE
3
80215
206.
01
RES. A
ES
S
49
SIN
AC
IND. B.
44
4000
100
100
ET
US
HN
100
43
4500
95
INGRAHAM ST
AVE
RIGHT OF WAY
40
40
44
4275
61
RES. B.
257377
255.17
45
100
21
45
44
42
4000
40
5490
45
4
7.5
48
65
100
41
4300
40
45
90
3960
90
90.03
90
90.03
4321
48
75.17
BUS.
40
4000
100
148
4275
95
45.02
40.43
4321
45
95.0
45.01
45.44
8
3707
50
50
145
40
50
50
140
180
6538
100
233
5000
45
50
44
137
39
100
45
48
9
100.04
4998
50
228
2250
RES. B.
147
4500
45
48
7
85.18
90.03
S
90.22
3948
2250
45
4500
90
138
90
139
4500
90
90.03
90
90.03
90.03
227
4321
50.30
2
4
4321
45.02
45.44
BUSINES
6
4174
100.04
64
50
49.65
50
66.65
50
50
50
42
48
45.01
45.44
4400
95.26
210.0 0
1379
48
5
RES. C.
40
100.30
RES. B.
40
RES. B
45
40
BUS.
3292
94
99913
55
55.56
36.97
100
35
5000
100
34
5000
119
2450
100
33
5000
100
5000
100
32
100
100
5000
100
31
45
30
100
S
20
1914
90.51
44.86
100
23.97
327
2249
50
200.52
50
200.07
50
42
IND. B
50
200.16
50
BUSINESS
25.71
50
4
69.30
23.79
30
BUSINES
50
260.33
29
50
RIVER RD
28
5000
18269
50
INDUST RIAL B.
5000
96.96
104
2709
INDUST RIAL B.
5000
27
100
100.05
26
100
25
5000
100
5000
100
5000
100
5000
100
100
5000
22
/218+
5000
21
100
129
100
96.50
95.50
100
569.53
20
9920
Town Boundary
Text
Engineering Lot Number
60
Text
Lot Area
30
0
60 Feet
³
City of New Bedford
Massachusetts
Map: 112
Fiscal Year 2011
This parcel map should be used for planning
and assessment purposes only.
130C
129
130F130E 130
127D 127E
127B
125-1
127C 127
125A-1 127A
126 118 119
125B
117
116
114
123B
115
112
113
123A
109 110 111
123C
123
107 108106 105
103
104 100
102
101
98 99
97
93-1
121-1
96
93-2
91 92
95
89 83 90 84 85 86
94 88
ACUSHNET
Map Produced By:
City of New Bedford
Department of
Management Information Systems
January 2011
FAIRHAVEN
71
74.85
RES.
70.97
44
RES. C.
50.08
51.09
535.24
IND. B.
46.58
816.79
71
71
121.6
55.42
IND. B
26.16
71
IND. B
71
71
A
71
74.7
74.68
B
RES.
71
71
71
1074.42
803.03
30
0
60 Feet
14.8
10.98
70.81+/-
69.14+/-
43.24
122.
17
BUS.
170
199385
S.
88.56
6
.1
24
513.85
89.3
5
82.5
127
8421
98
100
6467
RES. C.
50
50
C.
97.96
99.84
38.5
150.02
38.5
60
4000
165
Engineering Lot Number
7079
H
Town Boundary
498
8
1 inch = 60 feet
25
90.53
26
54.5
99
16673
94
140.3
BUS.
123.31
.89
67
90.81
80
50
45.6
S.
BU
34
48.5
RES. C.
20
66
BU
76.5
20
67.64
184
1530
14.11
468
93
3080
148.5
BUS.
13.72
34
38
76.5
38
45
38
66
66
66
66
54.98
38
38
RES. C.
45.17
38
89.95
3710
98
26315
80
84.35
126
25444
DESAUTELS ST
177
48.5
62
160
39
171
2683
79
80
3040
370
BUS.
38
38
11.72
160.72
80
92
2574
176
36.5
38.54
39.78
45.98
102.5
44.95
3036
91
3040
97
137
2271
BUS.
66
66
49.3
49.11
49.5
77.79
136
2409
.54
27
163
2538
26.96
50
RES. C.
140
73.33
72.34
RES. C.
71
92.40
235.92
116.5
40.02
74.67
73.54
72.97
74.28
B
74.68
74.7
RES.
71
71
172.3
197
38
90.06
90
18
45.34
71
RES. B
RES. C
88.14
Y ST
A
279 .07
A
ENCE
TRIAL
333 .43
38
96
2619
40
3040
70.24
RES. C.
Water Bodies
Lot Area
HEALE
RESID
261.96
3275
40
40
A ST
EUGENI
24
Text
INDUS
38
90.01
16
4048
64.7
50
Text
18.83
109.94
110.58
37.49
112.48
37.5
71
71
112.3
38
63.7
S
15
4051
45
48
Planned Subdivision
BELLEVILLE AVE
37.8
S
BUSINES
83.49
78
.3
BUSINESS
BU
58
.6
3
58
.5
S.
BU
56
.15
45
.67
.67
45
71.27
71
71
51.10
0
S
ES
SIN
20
8.7
9
.7
46
9
47
.1
0
45.13
40.38
65.57
BUSINESS
46
.27
56
.15
AV
E
S
ES
20
3 .6
SIN
BU
ET
US
HN
AC
S.
48
.5
BU
71
71
86
.49
41.45
38.45
40.38
IRVINGTON CT
98.29
58.29
39.8
81.31
37.6
75.1
94
.1
19
5.
19 07
4.89
68
.4
S
ES
SIN
S
50.87
ES
82.3
SIN
41.43
BU
BELLEVILLE AVE
27.96
BU
64.41
86
.51
51
112.15
115.07
BUSINESS
113.18
BUSINES
4503
45
Legend
Easement
164
3028
370.00+/382.91
172.06
39
50
50
RES. C.
158
1968
159
3040
80
50
48
8.18
22
0
101
53.86
50
92.25
92.15
92.22
92.10
92.14
92.06
92.02
35.5
30
92.25
92.25
92.25
92.25
92.25
92.25
92.25
92.25
92.25
71
13.92
101
101.00
101.00
101.00
101.00
101.00
101.00
91.99
91.91
91.95
S
43
.25
1
101.00
101.00
101.00
101.00
101.00
92.25
92.25
92.25
91.87
ES
88.42
38
90.11
90.08
3526
90.23
12
90.13
4514
17
45
50
14
13
75.75
45
38.19
3526
90
1976
40
50
Master Parcel Linking to Assessing DB
101.00
101.00
92.25
SIN
38
ST
MERRILL
64.44
90.18
90.39
4519
11
3626
80
48.14
Combined Parcels
101.00
101.00
101.00
BU
CE C
38
6681
38.19
90.33
10
9
4519
90.44
4435
48.14
48
48
Associated Parcels
38
38
65.72
91.51
90.37
4348
90.5
4351
90.56
48
90.68
4353
90.62
47
90.74
90.87
91
91.06
90.93
AVE
RES. C.
46
51
4432
90.5
90.5
50
174
3154
40
50
51.7
50
37.9
BUS.
BUS.
40
36.5
38.44
39.58
45.33
51.7
49
3593
71.06
50
50
48
8
7
6
4506
155
/
95+/95
BELLEVILLE RD
RES. C.
45.78
40
40
45
56.59
25
35
5.7
160
2652
33018
40
4588
90.24
4517
41.63
50
51.7
49.85
48
49.85
48
4356
3
4590
90.31
179
3628
384+/289.00+/-
37.94+/-
99
4117
57.1
IND. B
RESIDENCE A
50
4
98
15.76
279.38
153.5
152.34
80.5
BUS.
35
5
90.24
34
4345
90.5
90.5
4348
48
RES. C.
MADEIRA
45
IAL A
38
S
33
90.56
4351
4830
90.49
32
90.68
31
4353
48
4271
5448
50
1
653
594
56750
57.16
57
16
E RD
50
8.7
55.12
48
2
90.62
90.81
90.87
90.93
91
91.06
4277
44
4356
90.74
30
4274
81
S
38.59
RES. C.
47
47
38
115.44
75
90
90
E RD
35
47
47
43
75
4985
40.02
40.1
80.22
20
48
47
80
315.00+/-
152
1
3049
86.4
BUSINES
ILL
BELLEV
48
47
38
69
7873
BUS.
48
29
RESIDEN
INDUSTR
38
93.73
80
3132
RES. C.
ILL
BELLEV
82
38059
80.31
50
BUS.
4271
79
3052
75.97
48
28
74
79.3
154
79.3
BUSINESS
143
3146
23.68
75.5
4274
78.05
2951
80.41
77.29
39.51
47.58
2978
78
3057
83.65
BUSINES
75.6
76.35
3433
67
2584
3060
38
38
73
162
39.51
50.55
78.81
39.5
66
46.21
50
130.7 4
80.51
3008
39.5
44.15
130.88
131.8 4
130
154.3
136.9 6
130
134.52
134.52
133.61
154.2
133.16
44.3
6777
45
280
38
71
3036
79
35.35
300
6565
5
362.
5
59.0
77
7968
33.31
42
38
80.34
103.61
103.61
60.16
38
38
30.8
3020
68
ST
79.5
49.97
4277
116.87
80.67
79.57
14151
3055
3071
105.5 5
10744
38
70
38.18
101.25
68.43
27
51.65
RES. A
79.5
316
19
7327
38
38
3020
ERNEST
38
3020
49.96
304
9068
3158
BATES ST
RES. C
81.1
178.55
38
63
AL A
INDUSTRI
79.5
179.35
AL A
INDUSTRI
130.89
39.75
39.75
65
302
21
6373
36.45
BUS.
CE C
104.05
62
2823
68.42
279
4050
72.23
60
RESIDEN
39.75
53.78
20
4508
40
40
40
40
40
40
71.1
71.2
61
2829
57
1020 9
MANUEL
LUCIO
SQUARE
40
79
71.15
37
47.35
23.67
75.5
4561
80
64
45.7
45
4638
142441
40
79.5
94.7
2
71
30
57
56
55
54
52
7845
62.64
49
2524
157
298
130.89
6207
47.47
7
34.5
4906
40.15
40.1
76
39.75
1239 5
82.09
ACUSHNET RIVER
60.06
125.2 8
4977
122.27
121.88
51
50
123.58
5182
63.49
69.5
69.56
69.7
9881
130.8 9
317
130.89
136.85
47.88
115
115
293
7481
130.89
130.89
66.25
40
297
36.71
150
BUS.
70.13
72
6197
151
265754
80.7
47.35
296
97
6542
BUS.
40.1
6507
40
94.7
5236
.96
60
40
49.86
40.04
62.64
48
5112
128.6 9
47
IND.A
47.35
281
161
QUERY ST
40.04
40.04
40.04
126.98
46
5250
2840
40
45
05
.7
18
2840
40
0
684
146
102.29
40.04
40
IND.A
IND. A
75.5
.97
23
3
S.
130
131
2840
40
69.5
69.5
87.84
2780
40
55
141.3
138.3
BU
40
40
43.5
19.85
18.35
B
2840
RES. B
BATES ST
RES. C
160+/-
104134
62.71
132
133
134
2840
40
40
40
130.3 9
109.47
18.22
18.22
132.09
16.66
45
44
RES. C
RES. B
185.14
41
126
20
40
2524
40
2780
40
46.5
47
BUS.
4800
48
45
45
82.88
.72
72
135
2840
62.59
64.29
65.96
6
6
70.65
195
3155
140
2537
2840
40
71
136
2840
38
141
2605
40
43
4376
4068
33.34
134
3877
L
2840
40
71
2840
40.04
40.04
25.99
28.81
28.81
70.38
70.25
3243
40
40
8
45
.54
39.91
40
250
4022
19.91
34.50
72
40
40
40
40
225
6644
RIA
124
123
2840
40
71
71
71
71
71
71
194
3201
71.6
73.46
75.44
74.45
3177
39.99
44.93
3686
26.45
7363
137
138
2477
46.53
40
40.04
8.43
158
193
72.55
192
191
3438
31.48
3644
40
45
45
43.53
46.47
183
2826
40
40
40
40
182
2856
71.04
72.62
2919
181
2889
71.83
74.2
75
73.41
180
3686
86.75
10
63.57
40
125
103.26
40
23.28
2840
40
139
2239
31.48
184
3683
46.05
90.35
71
71
71
71
23.19
175
2840
40
80
40
40
40
220
3683
222.86
.5
83
28.76
122
2840
40
40
RES. B
RES. B
40
40
72
224
3689
535.94
171.83
166.83
ST
70.84
121
2840
71
2840
RES. B
40
223
108.75
40
40
71
120
71
118
6504
2467
40
174
2840
40
222
BUS.
40
40
40
822
40
221
68.94
RES. B.
BUS.
490
2840
40
40
40
40
40
40
40
40
40
6927
4.13
51.30
163
4882
2.02
190
91.83
DU
112.93
70.86
70.98
71
71
164
163
2840
40
173
172
2840
40
40
40
40
2840
40
40
40
2840
71
2840
71
71
2840
71
71
71
2840
171
170
169
168
167
3678
142
202
4412
40
RES. A
80
46.38
40
162
2840
3678
219
3681
201
3690
8.67
40
161
2840
218
200
3690
319000
CENTRAL AVE
40
40
2840
40
40
40
40
92.62
2840
71
35.5
2840
160
159
158
157
156
2840
7085
45
82.3
RES. A
40
40
40
40
43
491
2946
3
70.85
.07
81
3194
RES. A
BUS.
217
4882
165
142
32
5865
49
40
40
40
40
RES. A
40.17
36
7085
100
40
40
2840
3479
RES. A
2840
153
2840
71
2840
2840
71
6134
33
3194
49
152
151
150
149
148
147
70.86
70.96
40
40
40
2840
159
4036
68.7
82.92
BUS.
3522
92.25
IN
26.85
100
34
100
100
40
71
71
71
2840
40
4
3675
40
143.78
45
45
3887
71
7100
71
2840
40
111.17
9
3675
216
3690
148
149
45
40
40
199
198
3690
BUS.
RES. B
101.77
61.77
197
3690
119211
31.6
43.19
145
2951
215
40
40
21967
BUS.
66.38
141
140
2840
3690
40
40
40
196
195
3690
415584
5
91.12
RES. B
143
2840
194
3690
133
79.07
46.53
40
6.0
16
.8
25
22.1
145 78.05
1970
ST
90.5
77.38
40
8
72
.2
64
4028
T
UI
ND S .
CO B U
153
4856
40
139
138
137
2840
146
40
47
91.79
.28
40
72.4
71.84
40
52.87
136
5466
193
80
12.5
C
54.47
596 28
3433
29
12.45
40
122.45
122.45
57.4
100
178
92.25
S.
130.25
156
5374
RES. B
2984
214
178
5175
BUS.
RE
4263
52.95
8
26
2928
40
40
5219
102.97
50
40
40
40
40
40
40
40
3690
40
40
3673
176
5050
50
50
50
50
50
50
.66
109.58
70.4
SHAW ST
40
175
5050
104.84
92.34
7 .8
10
110
68.26
BUS.
174
5050
HATCH ST
4
3616
40
72
25
2905
40
40
5050
173
5050
42
108
4410
40
40
BUS.
179
213
3673
40
.66
42
4438
40
24
23
2883
172
5050
120
14280
111
40
40
22
2861
177
171
277.36
109
2816
36.65
145.79
40
3873
9.85
107
106
4462
40
479
3230
105
4487
111.21
3937
30.51
116.59
40
36.65
91.99
103
21
40
192
3690
40
40
87.74
5086
BUSINESS
165
3664
105.88
50
50
65.9
118.08
89.16
76.13
8327
191
3690
40
40
3670
68.44
163
4149
178.2
40
40
40
104
2442
190
3690
IND. B
36.64
BUS.
65.9
3
2959
111.85
496
12207
155
189
3690
212
91.76
3664
209
11004
45.78
.03
52
45.89
284
15989
5050
40
40
40
40
40
40
162
2840
104.7
37.49
79.52
154
208
HATCH ST
99.52
1865
92.25
1
206
3840
71.77
RES. C
64.93
188
3690
161
5050
40
50
50
120
91.64
91.56
207
91.60
95.88
S.
7558
3690
80
40
45.78
.02
52
4942
160
5050
RES. C.
BUS.
279
170
50
124.24
33.72
132.74
8135
169
5050
50
120
BU
100
92.34
104.66
5 .3
10
3425
91.17
4941
187
92.25
92.25
.40
11
80
205
45.88
37.5
BUS.
92.25
92.25
92.25
82.25
184
3690
40
40
59
58.1
2
101
94
.49
183
3690
S
19.80
116.19
242
3381
76.67
BUSINESS
182
3690
185
7380
ES
5736
16
.4
5
26.75
40
50
BUSINESS
181
6261
SIN
3762
40
55
5
143
3112
BU
1
30.48
3006
75.2
3015
241
5227
77
240
239
238
75.48
4155
75.6
1
461
2872
14.36
50
75.33
237
5
460
3359
65.64
40
40
159
5050
100
50
40
40
40
80
40
40
40
66
158
5050
50
50
RES. C.
BUS.
157
5050
COVELL ST
3.45
.78
90
459
2229
40
55
168
5050
243.87
57.24
58.09
156
5050
50
80.09
1.5
10
2378
40
47.82
57.59
65
458
61.33
457
2528
167
5050
50
40.48
40.47
5050
50
BUS.
BUS.
40.74
66.5
166
5050
1.59
63
3292
PRINCETON ST
40.17
40.17
40.17
101.00
417
5154
78.82
40.17
155
50
101.00
3878
40.17
40.17
40.17
165
4088
5050
50
40
42
101.00
3773
11.18
40.17
164
4087
153
5050
7.09
41.87
TAYLOR SQUARE
40.17
4242
152
4040
50
40.48
101.00
3667
93
3562
95.65
412
87.72
3456
90.36
411
85.08
410
3350
87.57
101.00
40
3614
151
43
40.47
101.00
93.13
416
415
247
45880
101.00
40
3836
40
414
413
4343
55.21
201.88
371
40
40
101.00
3192
5539
98.7
80
3178
64
101.00
3973
40
3164
40
40
40
370
369
79.64
3150
368
79.29
366
78.57
3135
78.93
365
78.21
364
3121
367
150
154
101.00
155.10
104
40.01
40.01
40.01
40.01
40.01
40.01
50
40
42
43
54.47
BUS.
130F130E
130127E
127B
125A-1
127C 127
125-1
127A
126 118 119
125B
117
116
114
123B
115
112
113
123A
109 110 111
123C
123
107 108106 105
122
102 103 104 100
129
³
City of New Bedford
Massachusetts
Map: 111
Fiscal Year 2011
This parcel map should be used for planning
and assessment purposes only.
101
96
98 99
93-1
93-2
91 92
95
90
94 88 89
85 86
84
83
82
87
78 79
121-1
97
ACUSHNET
Map Produced By:
City of New Bedford
Department of
Management Information Systems
FAIRHAVEN
January 2011
2780
40
40
40
40
40
40
40
40
RESIDEN
RES. A
CE C
80.7
10.98
14.8
140
69.14+/-
70.81+/-
73.33
66
43.24
122.
17
S.
BU
S.
BU
RES. C.
513.85
82.5
98
97.96
89.3
6
82.5
67
69.66
67
65.16
89.3
5
48.5
RES. C.
20
20
67.64
99.84
50
63.88
BUS.
38
38
38
38.5
150.02
38.5
50
RES. C.
63.49
44.33
S.
77.57
84.0
1
BU
8.32
14.79
29.28
42.7
5
.A
IND
IND. B
108.
03
205.69
20.15
115.51
39.21
5.5
5
54.49
RES. C.
44.33
44.33
44.33
93.69
96.39
99.1
101.8
BUS.
44.33
49.42
78.95
45.5
104.5
16.6
16.5
73.09
57.1
22.4
4
AVE
S.
49.8
8
LE
BU
VIL
55.7
8.7
69
25 .69
625
BE
L LE
26.5
50.18
40.34
RES. C.
BUS.
22
22
40
90.51
104.5
91.01
45.5
RES. C.
90.04
RES. C.
90.09
46.66
45.51
45
51
40.34
IND. A
234.26
304.
87
90.57
RIVERSIDE AVE
RES. C.
148.5
BUS.
13.72
34
54.98
34
38
38
38
RES. C.
38
38
BUS.
66
66
66
66
49.11
66
83.49
49.3
49.5
77.79
RES. C.
45.17
90.53
468
.89
7.5
.B
198
487.01
450.65
476.1 7
515.
32
Lot Area
72.0
7
86.86
72.0
8
40.12
134
133
7501
6303
60 Feet
10.32
73.09
86.21
97.84
128 .59
204 .72
73.46
264.64
530.48
100
78.3
87.49
2173 2
151.9 7
73.67
IND. B.
294.
15
272.
58
. B.
72.0
8
VIL
BE
LLE
139
123
7578 0
S
87.1
2
IND
LE
0
MiIXED-USE BUS.
BU
86.7
9
AV
E
72.0
7
Text
30
25.45
106 .88
70.59
145
S
ES
SIN
60
1655 16
108
3377 0
106
3954 5
³
104
1277 6
150
123.
88
SIN
ES
Engineering Lot Number
115.8
BU
35.58
40
40
40
Town Boundary
Text
6216
66.81
93 53
City of New Bedford
Massachusetts
4.1
20
Master Parcel Linking to Assessing DB
118
105
20.7
Planned Subdivision
100
622 ±
3008
3
26.99
233
3011
4547
6.65
208
1 inch = 60 feet
Combined Parcels
212
165.72
7.03
24.42
3011
3003
65.48
39.52
49.23
204.96
7.52
207
23.85
87
3011
243
274.9 3
IND. B.
6214
36.84
206
211
3005
Water Bodies
Easement
Associated Parcels
89
15.43
4066
75.23
205
75.29
75
5
204
75.28
57
61.28
75.28
BUS.
E ST
L e g eRLn d
3008
75.18
210
209
75.13
40
40
54
49
75.28
32.61
RES. C
40
RES. C.
BUS.
75.08
38.04
250
60.24
40
40
40
40
28
36.46
34
32.88
T ST
55.67
18.6
82.65
IND. B
11.5
112
202.6
BUS.
99.7
112.53
142.97
MANOME
3628 8
t
.35
Tex
234
EARLE ST
8.9
8.9
54.18
31.81
S.
BU
AV
E
LE
VIL
269.
19
BE
LLE
212
191.8 3
123.7 8
612.8 6
RES. C.
76.96
53.49
IND
MIXED-USE BUS.
122.
74
RIVERSIDE AVE
.47
31
2107
BUS.
A AVE
287
RES. C.
2745
75.24
2769
28.04
286
75.18
2556
75.46
239
75.31
75.98
75.98
76.27
76.27
2516
USE
126.2 6
115.0 0
20
20
38.62
100
161.4 4
BUS.
15
238
192
MADEIR
14.75
10
2559
MIXED-
276.9 6
350
115
36.48
35.45
33.33
33.33
67
9
47.88
55.21
45.45
60.38
6
207
9176
43.21
IND. B.
S M.
1
85.73
86.01
86.27
86.45
25.17
43
44
22.15
33.33
.54
27
DESAUTELS ST
.4
31
43
CHARLE
3925 9
1029 43
79
4108
48
2503
DESAUTELS ST
5
80
40
SQ.
FT
83.75
48
78
3787
44
5.44
122
48.5
102.5
.7
44
42
80
BUS. 80
655.0 6
85.88
3701
86.14
76
3793
34
67
49.76
MARTIN
RES. C.
9541
10.19
7.01
20
BUS.
BUS.
26
9
165
BUS.
100
100
100
95
95
47.5
47.5
52
75
3059
39.09
33
5110
82.31
233.1 8
RES. C.
95
47.5
95
95
95
95
2285
A
BUS.
90
90
90
95
BUS.
5709
173.1 7
ST
AY
HATHAW
211
IND. B
RES. C.
44
9.42
BUS.
AY ST
HATHAW
29.04
BUS.
208
210
9306
105.0
214.5 7
BUS.
112.35
13.11
53
USE
MIXED-
50
50
10433
61.73
38.60
12.27
212
5000
50
454.4 2
BUS.
60
67
TRIAL
112
HOPE ST
92.13
92.86
92.35
RES. C.
92.89
92.86
5000
44
297
Y ST
45.09
45.91
45.58
51.85
4748
16.0
209
20.25
137.62
190
4748
43
92
65.11
18429
161
89
88
87
BUS.
47.9
77
169
78304
205.1 5
100
7673 6
70
186
3324
42
4
167
78304
50
54.92
11.8
135
166399
65
190
BUS.
47.5
3988
65.78
50
RES. C.
13.99
A
RES. C.
40
22479
82
5851
35
70
RES. C.
333 .43
ENCE
80
95
4748
162
BUS.
47.5
47.5
3324
42
34
HEALE
22
46.27
113
4748
3150
95
95
95
95
95
43
3988
183
126760
83.25
185
50
184
183
65
147
50
185
38
182
HOPE ST
46.93
92.56
92.77
77
47.5
47.5
95
95
95
3324
42
5217
7363
50
161
4
4026
70.1
20221
ST
81
80
50
70
250
116
110
110
4979
50
42
3402
4302
50
70
54.92
115
4730
97.67
50
35
4748
138.43
510
50
78
6127
232.13
50
160
3324
59.22
57.34
112
4000
200
74
50
50
BUS.
132
80
RES. C.
206
163.78
TINKHAM
70
5625
5075
20
BUS.
BUS.
42
3988
172
1860
141
ST
TINKHAM
44.47
.75
.33311
277.
93.7
122.3 6
50
RES. C.
47
ES. C.
5412
73
4620
92.46
4304
RES. C.
267
2826
167.69
BUS.
114
5645
46.5
47
47
36.42
64.82
181
193
207.79
13535
BUS.
120.3 9
110
20
72
4748
159
89.53
51.5
92.67
4358
302.8 7
59.22
89.41
42.52
51.7
51.37
4367
4362
92.87
92.97
92.97
46.78
3728
BUS.
BUS.
57
89.49
80
69
68
71
4353
47
50
157
89.96
80
80
80
50.8
50.8
1313 0
70
191.53
48.49
111
50
46.55
47
80
158
89.96
89.57
89.67
90
80
80
141
46.69
139
67
4555
173.31
180
5155
23.91
99.6
RES. C.
R CT
WEBSTE 47
108
3749
679
22.33
23.54
182
23.87 1.41
24
19
192
64.28
RES. C.
40.34
33
105.0 8
80
49.45
RES. C.
106
1120
45.17
47
93.28
4386
65
2339
76.89
207.1 8
3.09
3.8
130.7 6
75.08
45.17
47
68
60
279 .07
45
90.02
89.69
89.74
89.81
89.9
80
50.66
50.56
50.35
140
64
2330
45.17
180.6 8
141
93.38
6373
BUS.
5625
50.5
3709
63
2325
47
79.15
79.57
BUS.
93.74
4663
93.93
135
93.97
4701
93.84
136
134
2292
4078
45.17
47
49.83
137
212
104.4 2
153
3411
40.34
110
99.6
45.17
45.17
BUS.
138
46.78
68
60.05
2284
RES.C
46.69
BUS.
90.7
80
130.1 9
BUS.
210
4960
66
45.17
45.17
53.36
7227
3613
9231
45.17
46.64
BUS.
50
2276
2592
3613
59
45.17
45.17
208
3613
180.6 8
45.17
130.3 5
206
100
RES.C
80
3618
3613
45.17
6080
53.36
48.52
AVE
35.85
49.18
4472
255
36.51
49.5
199
100
3613
81.5
45.4
67.51
32.49
58
90.34
90.34
45.17
204
BUS.
BUS.
3.76
45.35
45.35
81.5
94
MADEIRA
48
92.99
80
80
80
3626
3613
80
80
209
207
3613
55
54
53
52
3613
152
3417
40.34
RES. C.
56
45.17
51
211
154
3800
50
45.17
45.17
4018
130
40.34
109
45.17
4345
157
4127
3909
NASH RD
110
46.71
205
198
2426
155
156
47.85
74.48
RES. C.
45.17
RES. C.
6044
30
98.97
45.17
53.29
202
3302
4.5
197
2735
RES. C.
RES. C.
32.7
23.86
52.6
80
36.89
45.17
62.8
203
3869 2.43
35554
1266
77.17
84.12
105
3640
40
37.2
194
6012
43.11
NASH RD
BUS.
45.34
107
40
45.17
3626
3588
170
199385
BUS.
117.35
195
7181
80
50
6951
40.86
40
40
BUS.
200
3714
40
37
198
4108
103
3547
129
5872
BUS.
13
6080
40
50
BUS.
104
80.35
165
44
6
.1
24
53.78
112.3
60
41.39
50
45.34
3664
41
50
47
3531
BUS.
47
39
3414
90.11
90.23
90.23
90.23
3836
3599
141
43
130
3610
90.31
3613
90.4
90.7
4530
143
142
4522
90.5
4525
90.6
125
90.8
4269
90.9
91.15
90.99
4272
126
129
128
127
BUS.
BUS.
124
123
3550
91.08
3373
89.81
50
225
122
145
144
175
49.82
60
7256
42.11
40
40
35.72
50
138
3577
40
60
50
47
47
3579
139
43.66
60
41.39
41
44.26
37
5380
88.56
RES. C.
40.35
80
83.89
38.5
40
39
5387
127
8421
168
40
40
47
7
7190
89.97
4144
90.23
3610
90.22
90.22
114
113
112
3613
90.4
90.5
4522
90.31
111
110
4525
90.6
4530
90.7
90.8
90.9
90.99
91.09
82
4272
42
41
39
38
7373
BUS.
123.31
RES. C.
90.09
90.16
91 06
90.93
91
109
7525
77.05
80
35
50
4269
112.32
60
60
47.67
40
140.3
BUS.
66
49.5
102
3453
75.11
80
51.61
50
100
6467
2.99 46.32
95
5094
7
80
108
99
40
50
47
76.5
66
40
BUS.
BUS.
26315
80
RES. C.
RES. C.
40
107
184
1530
98
16673
80
53.75
47
4000
126
25444
WHITMAN ST
42.28
47
93
3080
61.97
RES. C.
RES. C.
177
3710
76.5
100
42.28
BUS.
39
171
2683
14.11
50
50
BUS.
160
3040
50
50
4277
4506
45
47
106
90.09
90.15
90.22
4508
90.36
4688
90.5
90.5
3900
90.52
90.56
3900
6074
32
9002
31
30
50
50
47
5
100
34
180.5 8
9032
29
27
91
90
4076
90.62
90.68
4533
90.74
90.87
90.81
4538
73.16
50
20
180.7 2
45.34
88
4530
4498
50
4511
50
50
87
4500
50
42.97
44.09
45
50
100
4109
45.6
43.88
50
47
89.95
25
24
23
4915
90.22
90.22
4040
370
94
26
90.36
4348
90.5
90.5
90.56
90.62
90.68
BUS.
45.41
BUS.
4271
62
80
7079
54.5
89
85
84
4274
4073
45
47
86
83
74
4076
90.49
45.34
45.4
71
4537
47
4277
RESID
44.95
90
90.06
45.6
22
21
19
50
90.87
90.93
90.98
44
44
47
4530
2574
2271
11.72
79
80
54.5
46.25
4511
73
72
4537
100
69
72.34
90.01
90.08
90.23
90.81
91
RES. C.
46.39
50
70
47
36.5
38.54
160.72
50
50
BUS.
2409
97
176
92
50
50
44
2538
39.78
45.98
80
18
84.35
75
2619
172.06
39
40
137
80
A ST
45
44
3040
3040
70.24
3036
RES. C.
40
RES. C.
96
136
26.96
91
64.7
50
100
4271
3275
45
45
BUS.
68
38
63.7
S
S
4048
4051
50
EUGENI
47
4002
38
38
BUSINES
64.44
BUSINES
90.13
4503
50
47
36.5
163
40
80
45
48
67
261.96
38
38
16
15
14
3526
48.14
47
164
3028
38.44
50
RES. C.
48
1968
159
3040
40
48.14
48
48
4004
38
38
CE C
38
ST
MERRILL
90.11
50
13
3526
90.33
4514
90.39
90.44
4432
4519
17
38.19
12
1976
40
75.75
45
45
38.19
11
10
4519
90.5
90.5
4435
90.56
4351
90.68
90.74
90.62
4348
90.5
RES. C.
90.87
90.93
AVE
RES. C.
48
47
90.18
50
51.7
50
3626
370.00+/382.91
BUS.
BUS.
39.58
80
71.06
50
50
5.7
9
51
50
49
4353
6681
3154
35
48
46
90.24
48
3593
40
158
45.33
51.7
48
4356
90.31
MADEIRA
91
4271
4506
40
41.63
50
51.7
49.85
48
49.85
8
7
4588
90.37
90.93
45
44
4517
90.24
4345
3628
4590
174
6
5
179
90.5
90.5
33
4348
4830
90.49
4351
90.56
4353
90.62
32
90.68
31
90.74
90.87
90.81
30
4356
34
48
4274
65.72
S
35
47
77
BELLEVILLE RD
RES. C.
45.78
40
90
45
50
4
3
2
155
33018
95+/-
IND. B
RESIDENCE A
56.59
50
1
653
160
2652
37.9
57.1
25
35
50
8.7
55.12
48
384+/289.00+/-
37.94+/-
99
4117
15.76
279.38
153.5
152.34
80.5
40
38.59
RES. C.
98
57.16
BUS.
75.97
E RD
48
3
81
5448
50
ILL
BELLEV
48
47
75
4985
594
80.22
E RD
RES. C.
47
47
80
40.02
40.1
56750
3049
S
ILL
BELLEV
48
29
80.31
20
BUSINES
23.68
BUS.
82
38059
86.4
39.51
BUS.
48
4271
IAL A
69
7873
39.51
50
28
91.51
3132
79.3
3146
68.43
4274
38
38
93.73
154
79.3
143
80
BUSINESS
2584
75
75.6
76.35
3433
BUSINES
130.88
131.8 4
66
67
33.31
47.58
RESIDEN
INDUSTR
115.44
39.5
39.5
46.21
75.5
74
79
3052
77.29
44.15
49.97
50.55
78.05
2951
80.41
79
35.35
6565
133.16
134.52
134.52
130
154.3
6777
133.61
136.9 6
130
316
19
7968
78
315.00+/-
152
83.65
79.5
300
9068
3158
6373
1020 9
304
302
21
20
2978
38
38
3020
53.78
7327
38
65
162
ST
68.42
23.67
75.5
79.5
49.96
78.81
73
60.16
3020
38
47.47
5.7
38
64
ERNEST
38
47.88
79.5
94.7
47.35
103.61
103.61
14151
3057
INDUS
80.51
3008
38
38
63
3020
68
AL A
INDUSTRI
79.5
178.55
39.75
179.35
1239 5
AL A
INDUSTRI
6197
130.89
6207
298
130.89
9881
130.8 9
7481
296
130.89
130.89
130.89
136.85
293
115
6
317
297
3060
38
38
71
79.57
72
39.75
38
77
3036
38
10744
104.05
71.2
71.1
71.15
62
2823
BELLEVILLE AVE
38
105.5 5
157
61
2829
80.67
80.34
94.7
47.35
47.35
75.5
3055
3071
39.75
39.75
55
70
38
101.25
79
IND.A
IND. A
81.1
IND.A
38.18
BATES ST
RES. C
RES. C
RES. B
37.8
76
48
45
45
45
43.5
46.5
130.7 4
RES. C
40
45.34
RES. C
4068
9.5
3155
5
74.45
72.55
71.6
3201
69.56
69.7
195
70.65
194
193
3243
7.84
158
192
3177
73.46
191
3438
69.5
43
46.47
Map: 105
Fiscal Year 2011
This parcel map should be used for planning
and assessment purposes only.
127E
125A-1 127B
125-1
127C 127
125A-2127A
126 118 119
125B
117
116
114
123B
115
112
113
123A
109 110 111
123C
123
107 108106 105
122
102 103 104 100
101
96
98 99
93-1
93-2
91 92
90
94 88
85 86
84
83
87
79
78
81 82
76 77
121-1
95
89
ACUSHNET
Map Produced By:
City of New Bedford
Department of
Management Information Systems
97
FAIRHAVEN
January 2011
214.5 7
.47
31
BUS.
MARTIN
72.0
7
86.86
72.0
7
72.0
8
73.09
73.46
264.64
530.48
87.49
40.12
IND. B.
294.
15
272.
58
IND
72.0
8
24.05
123.
88
150
145.14
IND. B.
171.88
9.88
22.13
88.25
26.96
4
IND. B.
56.22
.6
6
71
88.46
IND. B.
16.99
136.16
23.96
90.87
93.3
93.3
493.44
15.77
109.5
93.85
88.28
55.6
4
46.3
8
62.4
116.5 4
112.97
113.47
114.82
114.37
113.92
212.67
71.5
IND. B.
14
.1 37.45±
5
IND. B.
156.44
76.47
COFFIN
C
134.2 4
AVE
IND. B.
100
550
IND. B.
25
46.4
37
AV
COFFIN
84
3779
85
1339 20
IND. B.
57.88
BUS.
108
185
108.0 1
51.79
E
IND. B.
150
156±
46.25
46.25
RES. C
50±
IND. B.
(PRIVATE)
9.83
86.7
5
S.
BU
41.5
4
46.7
32.3
5
S.
MiIXED-USE BUS.
S
ES
SIN
BU
86.7
9
AV
E
87.1
2
S
95.2
3
42.9
8
S.
BU
47.3
7
S
ES
SIN
39.7
BU
53.5
40.6
7
51.8
AVE
S
ES
LE
SIN
42.4
5
BU
VIL
BE
L LE
78.6
7
125.
33
84.3
2
SS
BU
AV
E
71.7
9
319.8 6
47.44
46.56
47.96
4
321.6
1529 0
9244
100
41.6
50
30
45
46.09
12
122
113.6 4
57.89
46.05
29.03
20
LE
4
346.04
259.4 5
75
2848
1715 6
115
5249
902
120
61
155
IP ST.
103
125 35
25
E)
4093
11500
IND. B.
(PRIVAT
39.95
130
73
4250
ILL
KING PH
5596
72
4699
70.5
70.25
70
69
5596
96
5070
4808
121.3 2
114
SIN
E
3.52
7.45
15.02
87.94
88.31
14
71
5973
76
113.8 9
68
8
4893
115
52.07
45.86
95
BU
13.02
23.66
87.89
87.8
RIVERSIDE AVE
87.67
87.53
87.71
74
31
.5
52.12
5595
25
113.6 8
67
5216
53
45
46.14
52
70
3970
39.45
70
40
32.28
59
18.98
VIL
41.3
40.44
10.02
10
63.3
50
174.8 7
33.14
22
66
4424
60
4081
58
100
42
27.72
46.05
70
70
4410
87
4642
110.5 4
54
4400
55
56
110.8 5
BE
LLE
9.82
87.74
85.59
104.5 9
34.4
8
85.2
34.67
10.35
170.4 8
80.22
85.78
72
117.
57
LINE
VER
HARBOR
142.8
90.32
90.32
80.15
70.72
4400
62
3500
50
110.1 6
53
65.1
31.5
3
138
6910 9
73.1
50
58
99
3500
57
40
113.8
64
117
50
40
110.5 4
6529
6548
109.3 9
4990
7432
IND. B.
AVE
PHILLIPS
40
109.8
50
113.25
3496
4.15
33.71
1074 36
IND. B.
1929 4
52
108.8 6
51
113.25
2885
53.62
126
21.73
IND. B.
176.4
56.14
52.83
59.85
79.8
40
79.98
42
65.1
5221
46
3515
6.74
13.72
58
RES. C
45.8
45.8
124
7034
82
45
45
40
71.3
106.45
6806
48.44
40
108.9 5
3760
7558
30.34
40
40
112.2 5
108.0 1
100.8 7
108
7337
90.32
90.22
90.2
80.1
80.12
103.4 5
103.4 4
1692
109.0 5
49
54.24
56
55
4320
54
1728 0
3820
121
42
RES. C
56.01
60.13
40.4
4595
102.5 2
40
160
121.3 4
121.3 4
4678
3730
42
3640
42
60
53
37
44
40
8396
47
42
41
60.66
0.55
51.11
35
126.11
40
40
250
37
4678
39.64
75
45
27.83
27.83
4511
109.0 1
40
112.8 7
165
40
40
36
4678
39
6134
60
108.8 8
5774
80.16
3200
51
3000
80
50
80
4503
112.5
112.3 2
15
4495
112.7
177
176
40
4655
38
BUS.
3
.5
10
52
37
111.9 5
111.3 5
4459
40
37
40
40
91.82
91.79
39.64
40
45
40
43
45
33
60.9
116
1560
64.42
40
40
180
35
103.4 4
103.5 2
40.14
34
4139
1203 4
170.7
5.18
5
45
108.57
40
40
2
45
103.4 5
2643
84.74
3880
40
1338 4
88.04
63.55
32
127
47.67
4
104.4
84.61
35
2
80.07
88.07
74.5
71.22
150
28
3507
1343 0
2.24
45
BUS.
BUS.
4512
25
3428
27
3507
39.99
50
9346
45.25
40
24
3428
7.67
45
RES. C
40
26
23
3569
60
40
40
29
41
40
BUS.
78.25
40
IND. B.
50
20
40
37.5
37.5
40
RES. C.
COLL
ETTE ST
154
35.35
30
4568
16.67
143.1 4
RES. C
40
19
7.51
35.41
IND. B.
40
40
40
11015
40
168
90.28
3425
147.1
38.71
105
BUS.
40
40
6956
93.25
RES. C
40
40
93
3193
82
8466 8
120
86.75
40.01
45.1
3880
70.5
4029
5
105.2
31
3902
2
106.0
4029
3
105.6
4032
32
33
34
133
105.2
35
4032
106
4035
104 .36
65
104 .67
104 .37
4043
93
104 .49
104.34
36
34.75
82.98
83.53
83.2
37.44
4035
3812
94.14
37.49
264
122
164
37.5
37.5
37.48
46
48
3284
40
47.24
45
45
37.48
37.48
75.74
3203
45
279
37.48
37.48
35
3203
4.82
16
3100
133.1
7456
97.39
86.39
86.39
3230
60
45
45
74
8026
3651
245
80.75
3662
3743
81
82.4
6088
81.78
3686
82.04
191
3673
197
196
81.26
194
179
81.52
48
3804
3396
35.11
45
45
195
92
88
89
3521
150
40
268
90
3521
102.9 4
29
45.41
RES. C.
11
100
BUS.
45
93.25
40
40
91
BUS.
45
4404 1
13
50
BUS.
107.1
53
97
40
40
ST
4516
40
34.02
RES. C.
74
94
3613
40
40
46
4020
88.02
3423
10
3613
86.75
45.45
39.73
50
45.76
8
2872
53.64
234
4508
40
48.01
23.86
18.39
90.26
1
3533
9
98
4060
40
73.92
40
TE
COLLET
3656
.8
3200
4514
24.28
40
68.92
53
53
232
16
3198
97
50
125.7 6
38.78
38.78
39.5
RES. C.
.48
31
57.01
228
227
40
40
53
16
3198
40.5
21
43.46
226
53
4416
70.17
3206
36.82
3195
79.98
225
79.84
3076
79.91
79.72
224
79.77
3182
3076
80.18
80.15
38.43
223
79.66
3125
79.5
3267
79.6
4239
80
80
90.73
4239
79.5
246
247
222
221
1063 9
65
25
255
38.43
40
4783
2730
40
39
90.69
40.8
24
90
90
90
79.99
57
67.67
53
253
288
40
40
IND. B.
18
95
50
8
97.73
40
52.44
57
40
57
112
49
65
8133
3316
54.22
40
90
198
2600
40
1008 0
53
230
3600
90
4500
3600
90
4500
4498
90
199
90
200
90
66.82
42
244
5
10.02
50
7
25
272
57
201
90.04
10.03
286.2 9
40
40
40
40
50
237
.
40
BUS.
RES. C.
SE BUS
50
101.5 5
50
42
53
73.88
24.79
35.21
68.99
50
DAVIS ST
IND. B.
BUS.
BUS.
112
53
MiIXED-U
148
RES. C.
BUS.
3780
2367
40
40
40
23
285
4.1
IND. B.
45.45
40
6055
2007
40
40
65.92
22
44.11
93.47
58.26
284
40
40
66.81
93.53
71.22
35.21
57.01
95
95
3800
3798
40
77.4
5048
95
3800
95
3800
95
3800
219
218
3800
95
3800
95
3800
217
216
215
214
95
78.28
213
95
BUS.
63.79
30
3798
104
1277 6
161.6 2
95
40.7
40.7
170.3 5
RES. C.
3
129
130
220
123
7578 0
11.7
3975
37.99
40
40
40
40
7501
20.65
115.8
178
54
57
40
6303
133
ES
35.58
40
40
40
40
40
49
11
2573
73.67
134
SIN
3008
BU
3011
66.11
3011
139
2173 2
100
78.3
RI
ACUSHNET
207
4547
151.9 7
20.7
3011
3003
106
3954 5
36.84
206
40
62.68
ES. C.
212
243
75.13
4066
3005
75.18
3690
3008
75.23
204
75.28
4.85
205
75.3
4293
75.29
3209
75.32
202
75.32
52.25
51.37
266
75.28
57
61.28
75.28
208
49
BUS.
211
210
209
75.08
40
40
1655 16
108
3377 0
6216
87
40
RES. C.
54
. B.
LE
82.65
40
40
40
40
28
BUS.
118
105
622 ±
BE
LLE
BUS.
100
15.43
EARLE ST
VIL
612.8 6
RES. C.
36.46
38.04
34
6214
t
.35
Tex
234
75.18
2107
165.72
3
26.99
233
BUS.
A AVE
2745
287
75.24
2769
286
75.31
75 98
2556
75.46
239
192
161.4 4
BUS.
28.04
36.48
35.45
33.33
RES. C.
48
44
43
MADEIR
3787
89
23.85
100
115
85.73
4108
85.88
86.01
77
3701
250
60.24
6
1029 43
79
78
128 .59
204 .72
70.59
145
5
65
6.6
6
350
03
7.0
24.42
18.6
48
44
25.45
106 .88
99.7
112.53
142.97
5
7.52
7
3628 8
202.6
BUS.
43
274.9 3
IND. B.
BUS.
42
4204
T ST
11.5
112
1
3925 9
655.0 6
IND. B
38.62
FT
RES. C.
70
132
MANOME
204.96
BUS. 80
83.75
BUS.
126.2 6
20
20
43.21
212
191.8 3
276.9 6
173.1 7
ST
AY
HATHAW
BUS.
47.5
47.5
3324
.
USE BUS
20
115.0 0
55.67
454.4 2
186
MIXED-
IND. B.
S M.
123.7 8
3988
7.01
RES. C.
70
95
184
47.5
47.5
3324
CHARLE
SQ.
207
9176
49.23
BUS.
50
5709
10.19
ST
AY
HATHAW
29.04
50
50
50
42
185
IND. B
.
USE BUS
39.52
MIXED-
BUS.
100
4748
5000
100
95
7673 6
BUS.
70
4748
190
47.5
3324
162
BUS.
47.5
161
5000
100
95
88
87
211
18429
205.1 5
161
89
65.48
212
50
50
100
9541
105.0
190
50
31.81
269.
19
BE
LLE
233.1 8
RES. C.
95
95
50
70
95
3988
47.5
47.5
3324
208
210
9306
12.27
53
50
160
13.11
137.62
65
35
50
70
42
159
90
4748
95
77
4748
95
95
78
BUS.
BUS.
4748
5851
90
4748
302.8 7
3150
90
95
81
80
22479
82
147
50
95
TIN
BUS.
VIL
113
50
50
KHAM ST
LE
35
50
RES. C.
50
BUS.
A
65
141
RES. C.
47
80
AVE
46.78
3728
BUS.
68
S.
6.69
139
.
4
93.84
6373
42.85
40
STONE WALL
BUS.
160
RES. C.
AVE
COFFIN
BUSINES
S
61.44
29.83
50
24
52.8
50.69
40
RES. C.
47.5
53.1
123
3080
46
6400
55.23
83
59
65.06
26
7361
43.2
29.72
47.49
49
52.75
165.7 1
27
4274
54
74.14
4.31
28
61.32
145.5
115.3 3
145.5
4473
5557
61.59
110
85
116
7130
115.3 2
18
7675
51
.58
67.29
50.5
50.52
169
4330
19
7304
RIVER
53.87
47.25
150
ET
ACUSHN
80.34
39.75
50
40
4329
48
16
95
95
3780
43.63
172.4
50.05
93.5
47
47
10.39
BUSINESS
72.4
50
288.51
2995
39.7
9491
39.8
25
40
22
1598 89
78.23
IND. B.
6458
128 .05
23
128 .49
141
38.05
6586
141
20
6586
141
21
145
128 .49
82
75.94
11
2897
146
4442
82
149
3280
36.29
89
46
38.05
67.1
17
37.13
60
2945
BUSINES
49.87
S
50.54
49
38
52.75
12
RES. C.
40
BUSINE
ST
DEANE
SS
57.73
50
45
45
40
Legend
42
4381
12
40
5611
41
4154
BEL
78.64
45
45
81.69
45
82.1
45
RES. C.
1 inch = 60 feet
Planned Subdivision
Combined Parcels
Master Parcel Linking to Assessing DB
Associated Parcels
127
118 119
117
116
115
112
110 111
109
123C
123
107 108106 105
122
102 103 104 100
125-1
Water Bodies
Easement
Town Boundary
Text
Engineering Lot Number
60
Text
Lot Area
30
0
60 Feet
³
City of New Bedford
Massachusetts
125B
127A
126
123B
114
123A
Map: 100
Fiscal Year 2011
This parcel map should be used for planning
and assessment purposes only.
101
96
98 99
93-1
93-2
91 92
95
90
94 88 89
85 86
84
83
87
79
78
81 82
77
76
75
71 72-172-2
70
68
121-1
ACUSHNET
113
Map Produced By:
City of New Bedford
Department of
97
Management Information Systems
FAIRHAVEN
January 2011
116.5 4
112.97
62.4
114.37
14
.1 37.45±
5
IND. B.
156.44
76.47
IND. B.
50±
(PRIVATE)
113.92
113.47
BU
71.7
9
114.82
125.
33
84.3
2
S.
AV
E
SS
46.56
LE
SIN
E
BU
VIL
114
95
BE
LLE
115
113.8 9
115
113.6 8
113.25
56.14
54.24
112.2 5
113.8
113.25
56.01
108.0 1
100.8 7
108
34.4
8
20
155
IP ST.
18.98
22
80
40.4
117.
57
25
E)
IND. B.
(PRIVAT
39.95
39.45
110.5 4
110.1 6
110.5 4
109.3 9
109.8
108.8 6
109.0 5
108.8 8
80.16
112.8 7
112.7
112.5
112.3 2
60.13
185
STONE WALL
53.1
52.8
288.51
IND. B.
39.8
BUSINESS
43.63
125.69
82.1
47.2
IND. B.
11.45
12.45
46.73
96.45
BUSINESS
46.45
87.11
21
.9
5
100.06
3
22.4
BUSINESS
45.25
45
41.86
100
100
21
.9
5
55
55
38.63
190.8 1
BUSINESS
45.26
100
100
45
100.58
446.6
IND. B
100
100
100
100
100
100
515.39
SS
8
.1
25
208
4662
45.5
100
32.36
49.7
.52
43
223
5560
50
4.65
50
34.7
55
647
109.3 2
57
1
42.92
217
127
30
B
B
1
³
85.54
215
6210
127.39
42.09
50
108.2
BUSINE
30
49.75
50
62 56
126.3 3
IND. B
57.4
62
.83
173.6 4
316.5 5
ST
7253
City of New Bedford
Massachusetts
110
SS
31
.42
11.47
119
7738 7
104.9 4
257.2
5480
45.77
25.4
109.6
109.6 2
109.65
31
.35
26
2437
29
28
5480
21.01
77.27
109.63
109.7
25
5483
109.59
27
2311
267
56.26
47.7
2796
64.5
41
3045
60
60
23
6994
255.6 9
30
50
11.49
48.16
50
RES. C
BUSINESS
60
9
50
5551
60 Feet
SS
RES. C
BUSINE
46
24
Engineering Lot Number
84.09
100.2
100.18
100
100
100
100
100
288.77
BUSINE
95.23
112.1 2
0
56.83
38.84
37.55
50
100
100
100
100
100
100
100
40
3839
9240
30
21
.9
5
72
73.5
96.45
65.19
49.7
100
40
6141
6044
55
40
219
60.03
109.8 3
3844
BUSINESS
47
96.45
34.81
100
100
45
5001
45
ST
HOLLY
SS
109.8
110
109.8 5
207
BELLEVILLE AVE
81.69
78.64
40.1
61.59
48
75.09
75.33
41.65
61.32
124.81
41.67
115.3 2
115.3 3
96.45
177.23
53.87
54
67.29
116
75.52
96.45
BUS.
43.2
29.72
125.0 3
75.71
100
BUS.
39.7
59
125.25
96.45
37.12
128 .05
36.29
89
128 .49
128 .49
145.5
75.9
100
4000
120
3381 00
40
47.13
14
1386 6
Lot Area
4000
60
60.02
35
60
Text
82
82
125.47
55
55
40.01
60.02
60
60
110
65.09
Associated Parcels
126
1542 53
40
SS
Town Boundary
Text
4500
10
4000
36.76
1 inch = 60 feet
Master Parcel Linking to Assessing DB
4000
40
Water Bodies
Planned Subdivision
127
64
210
8
9
4000
50
Legend
Combined Parcels
100
55.1
S
100
60
29.62
50
11
45
40
40
13
Easement
7
4000
2400
64
4397
52.1
65.85
40
125
220
4571
40
128
BUSINE
SS
135
50
123
40
104.05
40
55.85
BUSINE
4000
40
124
44.55
SS
105
6714
50
40
140
BUSINE
132
40
84
190
100
100.1
45
BUSINES
S
40.01
40
2633
105
BUS.
50
141
55.75
45
55.01
45
BUSINES
45
100
3114
123.6 2
50
198
202
30.02
30.53
50.08
3
4000
40
49.95
4103
131
40
41.35
BUS.
50
4000
99.17
50
112.0 5
BUSINE
71.13
130
82.5
83.32
51.17
2481
5000
3316
43.32
41.35
234
129
40
201
80
80.1
2126
55.08
100
100
3716
4
6
5000
40
5020
203
1400 0
2585
47
56.89
27
6695
239
122
194
8042
32.46
4339
77.05
133
47
64.1
47.04
140
50
.
100
100
55.1
55.01
SS
3495
25
.1
7
66.3
134
40
40
63
121
3148
SS
SS
BUSINE
79.1
2606
4655
50
RES. C
96.45
55
45
45
63.02
240
55.07
55.07
200
43
.
0
76.2
60.79
S
S
SS
RES. C
66.57
33.43
50
125.9
44.25
39.02
45
BUSINES
BUSINES
63.02
54.95
55
4300
100
4300
100
3.62
50.1
3459
50
1672
TALL
79.42
MAN ST
50
43
3
162.4
RES. C.
73.55
BUSINE
47.6
43
BUSINESS
50
100
71
287
86.53
BUSINE
80.93
4349
103
102.5 5
69.67
33.43
4427
44.33
22170.09
103.1
5000
60
56.92
36.15
70
199
193
2
50
RES. C
7402
449.6
80
5663
40
98.51
5224
100
100
100
100
5700
BUSINESS
14
14
5000
18.99 14
50
102.5
105.9 9
60
50
7988
50
197
5717
79
148
78
BUSINE
1
105.6 3
69
185
186
216
0
39.01
55.1
37
100
100
31.24
69.78
50
5000
278
1345
19.16
100
35.52
68
71.6
50
1772
48
50
213
2843
107
5195
4800
52
50
167
110.8 5
4879
105.97
1628 9
151
4388
39.02
60.15
43.9
50
3511
6026
78.83
40
74.43
45
100
100
2843
93.4
2265
30.84
50
67
6000
100
86
100
100.05
5200
4300
86
66
132
279
4000
40
163.3 7
40
77.62
51.45
SS
4388
40
91
57.46
74.6
35.4
60
4000
4000
4000
4000
5020
S
43
50
75
125
74
123
89
90
88
87
5000
124
BUS.
48
185.35
122800
POND
76
50
77
52
25
.17
33.1
40
40
78.43
116
BUSINE
BUS
60.15
38.12
BUSINES
.
52
125.68
35.29
61
4658
44.22
163
60
96.45
39.02
129
SS
INE SS
43.9
51.45
BUS.
.
3812
3820
38
6002
BUSINE
NYE ST
RES. C.
6090
45
70
47.5
47.5
65
RES. C.
40
72
63.01
40
3801
1004 0
42.86
111.1
45.45
38.32
40
63.7
41.35
102.1
98.67
SS
73
2284
100
100
100
100
4000
65.35
70
4819
40
34.5
52
103
40
31.13
10.54
41.67
33
109
4400
128
180785
69
68
4000
67
100
44
10 10
RES. C
4544
127
2000
159
1788
37.5
112
50
RES. C
50
3677
4
81
3172 30
66.40
40
7
.7
34
4167
3450
3123
62
44
36.99
60
70
65
5126
3500
63
3750
133
SS
2598
40
38
1493 1
3986
2379
66
65
161
SS
BUSINE
SS
101
140.96
45.17
115.9 7
174
37.5
34.5
39
35
SS
50
20.87
40
BUSINE SS
92.43
47.5
3087
BUSINESS
50
210
144
11127
93.5
139.5
140
47.5
63
64
68.5
69.5
45
46.09
3450
6956
65
627
ACUSHNET AVE
23
209
0
475
60.24
72.24
124.2
1303
33.83
BUSINE
60
68.68
45.1
50
162
98.78
115.3 2
46
96.45
61.16
S
2535
41.67
41.67
29
33.65
160
SS
168
40
108
92
5000
62
3986
40
163
6760
60
3986
41.35
50
34.55
75.45
50.01
50.01
55
BUSINE
71
101.7 4
61.26
102
50
65
299
2592
76.51
77
36.58
55
2901
56
52
3986
41.35
50
6064
2500
126
110
25
6
65
304
278
4822
59
4822
41.35
64.95
50
100
100
55
55.07
55.22
1853
54
3332
4822
50
50
110
71.37
197
37.02
3308
57
50
50
38.13
37.27
73.99
73
73.53
49.32
159
41.35
61
58
1916
2500
100
45
37.25
4451
45.45
43
41.35
44.06
BUSINE
37
40
44.07
52.92
BUSINE
70
34.55
60.62
2649
SS
152
50
7.75
4454
2488
3795
53.37
46.39
35.81
BUSINE
31.77
176
2919
24.66
35.87
35.15
35.18
45
106
50
BUSINES
BUSINE
50.85
51
50.87
87.6
48
3534
RES. C.
RES. C.
SS
53
59.87
45.5
96.37
50
45
5629
2690
2505
41.35
31.16
2543
44.9
130
140
41.35
71.5
3087
95
46.3
78
36.81
45.5
2275
60
6.4
47
2671
50
36.42
4239
42
BUSINE SS
6.83
39.7
131
75
4560
43.68
8540
99
3975
50
BUSINE
50
12.4
BUS.
2689
4405
142
98
43
39
60
BUS.
160
117
3231
2662
44.26
35.74
53.37
47.64
48
300
25
126.1
126.3
96
49.63
4356
35.52
35.5
50
45.58
45
141
38
3697
42
4381
113
52
164
57.73
50
35.07
44.16
SS
BUSINE
85.02
SS
95.05
48
77.45
40.94
3980
D ST
96.41
96.42
60.26
28.17
5611
45
40
36
50
73.13
5630
5
40.91
S
41.54
3932
49
46
5622
60
59.81
89.64
4819
5641
122
45
101.6 3
SS
SS
60
44
6458
120
45
45
40
55.84
44.27
105.1 3
46
119
5649
45
35
4416
66.63
143
145.5
80
80
85
BUSINES
S
BUSINE
45
T
5660
50
BUSINE
BULLAR
BUS.
118
94
5039
51.09
50
5426 0
93
5048
40
40.76
75.5
130
121
4000
41
4154
40.19
166
T RIVER
45
40
50
37
36.75
1630
40
2957
40
32
3952
79.32
80.08
40.76
72.34
3188
E
ACUSHN
S
45
45
40
SS
85.31
78.75
86
136
4473
2959
BUS.
50
45
110.3
475
IND. B.
57.88
45
49.55
33
3550
42.13
4459
BUS.
61
95
95
95
49
BUSINES
41.18
4135
BUSINES
BUSINE
ST
DEANE
RES. C.
4296
85.01
85
100
40
30
314.5 6
300
RES. C.
50
50
40
2295
85
E
T AV
141
114
4250
85
112
4250
28
4329
52.75
12
S
139
50
49.03
3779
AVE
COFFIN
RES. C
74.14
37.13
40
34
4670
4274
49.87
40
105
3264
84
150
156±
46.25
46.25
46.09
67.1
17
2945
40
55
85.63
39.34
54
1808
33.1
40
01
141
50.5
50.52
40
46
49.7
2221
100
31
29.4
140
4473
40
55
40
31
IND. B.
50.54
50
SS
40
3357
25
46.4
37
41.6
50
30
45
83
4.31
45
50
40
128
3780
3799
3799
50
51.5
172
IND. B.
57.89
46.05
C
100
100
49
BUSINE
185.6 3
16
41.4
2372
110
85
5557
45
110
13.4
265
40.4
285
113.6 4
134.2 4
80.34
27
7304
7130
40
115
NE SS
BUSI
E
SHN
BUS.
14
6
1.6
82.62
3305
165.7 1
19
150
18
51
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38
45.2
29
113.1
4115
47.49
39.75
44.83
SS
2015 2
5
127.4
121.7
22.62
82.62
82.62
82.62
153
73
4250
11500
9244
1598 89
72.4
16
15
156
14
2995
172.4
65.06
26.6
45.3
BUSINE
85
ACU
120
275
25
49
7675
10.3
71.58
68.51
120
120
3305
2554
141
10.65
40
137
64
143.9
136.1
40
0
169
40
50
1.82
114
17.5
22
26
40
2038
55.23
47.25
40
47
111
124
40
152
75
2848
78.23
9491
52.75
4330
204.48
50
129.2 8
42.01
75.94
76.48
76.9
22.61
12
13
15
40
1454 6
6458
40
50
4000
BUSINES
BUSINE
44
22
76.3
76.72
54.67
37.25
33.07
3801
154
44
24
146
7361
47
10.39
40
5363
BUS.
169
6586
47
95
1909 8
100
9
111
3305
6586
145
6400
50
100
64
4420
BUS.
44
23
50.05
66.93
84
6847
1087 7
44
151
21
93.5
39.8
3401
86.6
0
2897
20
12.05
2366
42.2
110.4 4
143
129
86.28
05
2951
84
44
40
72
4699
5249
125B
125-1 123B
123A
Map: 99
Fiscal Year 2011
This parcel map should be used for planning
and assessment purposes only.
12
122
S
3080
4442
37.46
S
155
110.5 6
40
53.15
5
3280
38.14
10
S
3487
41.17
145.6 6
39
39
135
145.6 7
8.1
110
5280
5596
96
5070
103
29.03
61.44
44.48
32.65
116.1 5
110.0 6
BUSINES
6
40
38
BUS.
NE SS
BUSI
3
4340
4
123
BUSINES
40.79
54.88
4754
35.42
122.1 6
BUSINES
79.65
68.38
5.54
100
157
40.83
30.24
30.02
2969
2981
979
84
47
39.97
82.82
2848
26.25
27.19
131
4
51.3
44
11
97
105
153
22.83
88.20
88.25
8514
11669
5280
69
5596
71
5973
4093
1715 6
902
29.83
50
40
149
43.06
182
52.50
72.93
42.68
42.38
123.7
4192
4410
122
E
47.5
38.05
17
39.6
36
37.85
38.05
43.61
3.5
165
247
S
2514
43.06
39.70
74
1076 5
3201
52.25
2
20101
2337 8
69.5
3548
67.96
68.14
7356
8
61.25
181
64.25
202.0 2
158
54.67
34.9
40.74
SS
BUS.
132
4
15
108.0 1
99.03
91
.39
BUSINE
103.5
100
5280
64
68
5595
65.1
31.5
3
50.69
100
107
26
3496
67
5216
70
76
130
61
RES. C.
AV
COFFIN
46
BUS.
52.25
174.1 5
6
2885
53.62
126
66
7432
8
125 35
42.85
108.0 1
108
108
110.08
110.1
84.42
18
95.64
75
52.83
25
45.86
4893
14
52
65.1
5221
74
31
.5
46.05
71.3
124
53
45
46.14
52.07
52.12
32.28
51.79
BUS.
BUSINES
60.84
190.32
79.5
56
7337
45.8
70
40
42
40
40
106.45
100
121.3 2
BUS.
IND. A
114.2 8
US.
4595
102.5 2
4424
174.8 7
33.14
40
108.9 5
4410
87
4642
59
3970
46
42.95
112.1 3
53
40
46
37.55
4516
6529
50
40
RES. C.
244.6 5
44
35
126.11
160
108
S
6.81
23.08
BUS.
43
7530
50
4990
54
4400
55
56
160
123
65.06
49
8396
52
6548
53
4400
60
55
1338 4
160
3559
5774
51.11
4320
250
65.06
7024
51
0.55
27.72
40
1728 0
45
277
3000
40
40
40
40.87
278
11225
4511
54
BUSINES
4
956
4495
165
121.3 4
121.3 4
15.17
109.4 8
58.45
42
5133
93.55
93.19
4459
2
49
5590 4
4.22
40 41
180
4512
4503
3200
40
T ST
43
5439 8
84.35
IND. A
218.3 6
118 .72
6
103.8
40
11599
4
109.4
58.5
41
4596
103 .55
59
168
177
176
52
51
50
80
37
2
346.4
110.6 7
110.0 3
BUS.
40
40
40
40
40
111.9 5
111.3 5
ON
NORTH FR
51.75
IND. A
261.2 3
46
3
RES. C.
40
RES. C
.5
10
84.61
S AVE
BUS.
45.8
40
RES. C
PHILLIP
50
57
1929 4
45.25
BUS.
40
40
BUS.
4658
RES. C
35
40
5
42
40
40
40
60
60
BUS.
78.25
BUS.
RES. C
BUS.
110.8 5
40
40
81.12
70
9
40
37.5
37.5
40
40
40
40
42.5
BUS.
4035
ILL
KING PH
4043
7
264
4.4 9
110
47
42.5
8026
40
BUS.
39.15
39.15
3656
40
106.35
39.25
232
98
4136
104.34
4140
4171
104.4
4201
169
104.3 5
135
4164
4166
104.4 8
4209
104.0 9
5026
171
106.3 9
US
107.5 2
4560
107.0 1
187
107.0 9
107.6 3
4571
107.16
58
186
62
8523
256
107.2 6
106.7 9
NE SS
BUSI
88.39
63
103.9 6
1640 5
42.5
8487
104.6 1
156
42.5
36
170
S
SS
47
44.9
120.4 6
37
39.26
40.9
40
81.45
104.2 2
189.6 7
85
44.6
47.82
39.26
04.3 7
96.5
37
56
41.34
39.25
BUSINES
3515
BUSINE
3452
94
15
84.27
3762
84.4
3798
265
262
84.52
261
84.65
15
1021 5
123C
122
123
119
117
116
115
112
109 110 111
107 108106 105
102 103 104 100
126
114
113
101
98 99
97
93-1
121-1
96
93-2
91 92
95
90
94 88 89
85 86
84
83
87
79
78
81 82
77
76
74
75
71 72-172-2
70
68
69
66
65
64
61 62
60-1
ACUSHNET
Map Produced By:
City of New Bedford
Department of
FAIRHAVEN
Management Information Systems
January 2011
101.7 4
159
69
2379
4000
67
1788
1004 0
65.19
100
100
4167
100
100
68
7
.7
34
66
65
3750
6002
100.06
174
87.11
41.67
.5
40
34.81
41.67
63.7
41.35
102.1
41.35
41.35
41.35
50
21
.9
5
3986
BUSINESS
6.45
45
96.45
59
4822
42.86
49.7
SS
BUSINE
98.67
40
31.13
10.54
41.67
37.5
RES. C.
BUSINE
SS
25
.17
33.1
3
NYE ST
60.15
185.35
43.9
40
40
100
100
100
100
BUSINESS
84.09
6026
100.18
100
4388
4000
100
4000
4000
4388
100.2
75
125
74
123
89
90
4000
122800
POND
76
40
39.02
110.8 5
45.25
60.15
43.9
40
40
79
78.83
4879
45
40
22.4
RES. C.
40
40
163.3 7
449.6
105.97
41.86
7988
80
100
5663
21
.9
5
55
1628 9
3
100
148
78
86.53
BUSINE
80.93
SS
162.4
N ST
BUSINE
55
4000
77.05
27
6695
104.05
135
40
40
40
10
4500
446.6
IND. B
100
4000
100
8
5001
100
4000
100
4000
4000
100
100
288.77
55
45
BUSINE
50
515.39
100
00
6044
9
125
120
3381 00
50
123
126
1542 53
40
40
40
124
27
65.85
45
100.58
100
99.17
50
40
220
4571
52.1
190.8 1
132
38.63
4339
45
4000
100
4000
100
131
100
130
100
5000
25
.1
7
134
133
129
SS
66.3
79.1
40
40
40
45.26
TALLMA
RES. C
50
BUSINESS
RES. C.
SS
40
40
40
RES. C
BUSINE
SS
8
.1
25
95.23
30
50
208
4662
45.5
21.01
100
11.47
5560
32.36
.52
43
223
50
34.7
50
4.65
55
464.8 2
647
109.3 2
57
50
BUSINE
30
42.09
4773
7253
215
6210
97.03
192
BUS.
33
.58
142.6 6
50.2
22
155.
8 .5
27
2
7 .0
24
49.15
.29
30
73.51
28.41
175
178 .21
234.69
35.68
4
28.6
66.79
22
.83
16
.4
3
.81
17
2.54
12
46.1
160
BUS
41.31
IND. B
FAIRHAVEN
BUSINESS
49
.4
3
146.98
112.58
ESS
117.54
42.07
19854
139.17
79.67
79.71
79.8
40.28
8
.4
44
37.68
145.71
54.81
44
.8
2
63
3106
48.92
79.75
315.9
316
338.11
8.54
13
61
140.
80
80
BUS
156
256.18
183.81
90.71
IND. B
9.76
62
2948
37
54.8
37
255
24351
12.4
227
8032
100.79
12
37
56.2
10
9472
IND. B
61
2948
31.69
83.3
50.3
72.48
13.67
90.61
122.3
IND. A
BUSINESS
60
261
400018
214.19
214.2
8860
71.69
287
3357 6
COGGESHALL ST
37
37
37
2948
91.33
112.1 6
166
165
5058
104
100.1 8
42.66
65.68
85.88
98.4
BUSIN
64
3683
40018
141.4 4
169
12210
100
40.66
31.27
100
89.2
100
57.65
61.65
21.2
241.9 8
4325
49.92
168
37.23
IND. B
84.38
20
164
29
.8
8
262.3
262.3
276
90
190
100
81.32
15.88
70.73
50
46.09
5225
20.16
48.16
4.71
4662
63
165.09
63.3
100.4 2
ST
100.54
80
163
20
70.06
38.1
38.15
50
80.04
80
80.03
LL
MITCHE
27.94
275
19093
237
35
3200
50
50
51.2
289
BUSINESS
ESS
52
4040
79.35
42.43
6175
288
9100
196 .58
190 .58
4823
833
30.17
30.18
7890
118
117
6262
111
1933
1810
BUSIN
109.07
51
4255
39.8
IND. A
28.8
39.4
80.12
81.63
35
35
2159
12.6
SS
51.2
40.6
161
2401
BUSINESS
103.73
114.4
50
4468
32
63
109
61.38
39.45
40
40
41.34
41
80
57
3719
Legend
COTT
90
80
6400
288
87.23
40
3600
40
53
80
7982
7034
79.64
50
54
65
90
40
70.14
52.46
52.61
49
2626
30
8576
162
265
3489 66
17
.83
264
126622
158.71
348.75
190.04
109
62.15
49.78
40.38
40.37
61.79
ESS
68.62
BUSIN
50
1974
108.1 9
97.65
110
BUSINESS
40.37
237
3260
42.39
142.8 1
S
61.95
7721
BUSINESS
50.47
136
78.19
116
75.79
35
2186
96.49
36.05
36.07
47.66
35
SS
66.77
3267
35
35
BUSINE
9211
108
74.45
17438
30
2213
87.45
3833
94
84.4
42.2
39.32
BUSINES
67.19
35
93
114.6 8
114.6 8
3945
110.2 8
92
348.77
69.62
76.22
216
99.44
107
62.92
25.19
4.8
7
233.01
384.83
160
106.2 2
2241
BUSINE
84.4
42.34
40.8
70
115
87.6
95.6
42.2
42.2
42.4
187
63.6
70.53
91
35
60
105.8
48.33
SS
2100
35
33.33
1661
35
101
LD ST
GRANFIE
60
47.1
35.95
35.95
36.54
2100
35.27
137
BUSINE
110
48.66
100
35
40
4400
10
10
60
60
172
600
60
80
3825
50
214
1500
25
40
40
90
25
99
89
2000
2400
69.96
3564
5560
6490
1787 0
278
138
228
60
48.33
50
60
110
35
35
70
70
70
TE)
(PRIVA
100
69.62
140.4 8
64.46
OTVIN
173
IND. A
50.16
98
4200
110
6927
286
76
93.64
58.39
138.4 4
30
30
50.8
172.8 9
209
3553
5.45
20.45
170
285
36.06
230
101.5
4563
72.75
50.75
5565
2120
4242
5676
101.5
66
104
235
2429
50.01
211
3045
40
40
26
100
159
56.23
50
158
101.5
95
4360
60
60
191
156
106.2 3
58.85
43.05
87.04
110
110
2723
8440
4438
42.25
42.55
114
44.59
4658
44.49
1957 7
104.0 7
58.85
47.96
195
116.4
96
4674
181
3801
84.1
2993
116.6 3
2867
66.45
66.83
67.21
241
113
2723
89.17
112
242
42.25
40
45.37
37.46
44.9
40
SS
44.58
BUSINE
43.02
161
16
.2
48.35
157
61
.4
3
88.27
4.3
74
.6
6
.4
395.2 3
42.2
6.15
100
4348
67.91
71.74
24
159.54
16.4
4220
101.9 1
155
ST
BEETLE
20
.20
42.2
42.2
42.25
43
11.7
42.95
45.12
4256
72.89
40
100
154
153
43
40
28.38
4220
4165
99.75
60.42
18.5
1575 08
152
150
SS
28
167
100
22.63
40.75
BUSINE
29.05
42.95
42.95
4296
962
40
40
43
5507 5
5009 4
100
151
149
74.96
97.59
36
245
39.82
39.82
3183
45.12
64
3983
22.15
256
42.25
60.42
2728
221.0 5
220.8 1
50.5
95.39
43
3240
3757
73.24
AVE
4309
90.12
100.12
100
4364
90.12
171
62
100.12
4020
100
4000
100
100
4300
61
60
59
100
57
56
2720
45
43
58
3500
63
100
148
93.35
147
39.87
36
43
4300
50.56
60.42
46.55
30
BUSINESS
96.42
43
45
60.8
40.4
41.08
44.63
70.04
4127
36.5
39.4
40.38
50.72
43.5
55.63
LE
BELLEVIL
32.47
3298
247
40
74.25
54
265
3489 66
6822 7
4394
43.5
44.87
96.42
5124
284
4093 3
283
1835 9
262
263
2744
36.02
4896
146
101
62.1
179
145
4394
222
129.2
129.0 4
40
40
2968
5084
144
53.05
96.31
51
4353
CT
74.26
186
63.5
70
0
52
129.0 4
SS
37.13
2786
51.55
SS
35
1299
35
Y
BONNEA
BUSINE
89
BUSINE
89
251
3206
62.1
59
54
54
37.11
37.13
62.18
53
232
59
50
101
50.56
39.43
39.4
65.8
3814
110
101
2571
44.87
37.08
3305
36.19
143
51.55
S
50.5
BUSINES
37.08
6600
43.5
SS
168.8
BUSINE
2006
213
43.5
60
42.92
50.72
60.01
60
IND. A
176.31
110
56.79
40.44
182
3
232.8 2
IND. B
57
175
62
.8
130.2
42.78
42.92
ESS
SAW
YER ST
93.65
15
33800
223.37
97.03
4159
110
SS
173.6 4
316.5 5
97.03
127.03
254
4159
212
127.03
33
7241
1
217
127.03
42.92
127.0 3
30
85.54
42.92
127.39
50
8.2
126.3 3
IND. B
57.4
10
8.22
26
2437
119
7738 7
104.9 4
257.2
5480
31
.42
25.4
109.59
5480
109.6 2
77.27
109.63
109.65
31
.35
29
28
109.6
47.7
25
56.26
27
2311
267
3045
5483
64.5
36.76
41
9
50
6994
45.77
11.49
48.16
50
RES. C
255.6 9
ST
HOLLY
BUSINESS
40
40
133.2
133.2
97.48
93.55
Water Bodies
Easement
1 inch = 60 feet
Planned Subdivision
Combined Parcels
Master Parcel Linking to Assessing DB
Associated Parcels
Town Boundary
Text
Engineering Lot Number
60
Text
Lot Area
30
0
60 Feet
³
City of New Bedford
Massachusetts
123B 125-1 114
113
123A
123C
Map: 93-2
Fiscal Year 2011
This parcel map should be used for planning
and assessment purposes only.
123
116
115
112
109 110 111
107 108106 105
103
104 100
102
ACUSHNET
101
98 99
97
93-1
121-1
96
93-2
91 92
95
90
85 86
94 88 89
FAIRHAVEN
84
83
87
79
78
81 82
77
76
74 75
72-172-2
71
68 69 70
66
65
64
60-160-2
62 63
58
59 60
57
Map Produced By:
City of New Bedford
Department of
Management Information Systems
January 2011