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Home My Public Portal AboutSelect Board Meeting Packet 03.25.24Select Board Ned Chatelain Chair Mary Chaffee Vice Chair Kari Hoffmann Clerk Cynthia Bingham Dave Whitney Town Manager Peter Lombardi Assistant Town Manager Donna Kalinick Project Manager Conor Kenny Executive Assistant Erika Mawn Town of Brewster Select Board 2198 Main St., Brewster, MA 02631 townmanager@brewster-ma.gov (508) 896-3701 SELECT BOARD MEETING AGENDA 2198 Main Street March 25, 2024 at 5:15PM This meeting will be conducted in person at the time and location identified above. This means that at least a quorum of the members of the public body will attend the meeting in person and members of the public are welcome to attend in person as well. As a courtesy only, access to the meeting is also being provided via remote means in accordance with applicable law. Please note that while an option for remote attendance and/or participation is being provided as a courtesy to the public, the meeting/hearing will not be suspended or terminated if technological problems interrupt the virtual broadcast or affect remote attendance or participation, unless otherwise required by law. Members of the public with particular interest in any specific item on this agenda, which includes an applicant and its representatives, should make plans for in -person vs. virtual attendance accordingly. Members of the public who wish to access the meeting may do so in the following manner: Phone: Call (312) 626 6799 or (301) 715-8592. Webinar ID:890 9291 0526 Passcode: 509224 To request to speak: Press *9 and wait to be recognized. ZoomWebinar: harps://us02web.zoom.us/i/89092910526?pwd=WHM2V3hrVklhSTloWWhVU09kanUZVT09 Passcode: 509224 To request to speak: Tap Zoom "Raise Hand", then wait to be recognized. When required by law or allowed by the Chair, persons wishing to provide public comment or otherwise participate in the meeting, may do so by accessing the meeting remotely, as noted above. Additionally, the meeting will be broadcast live, in real time, via Live broadcast (Brewster Government TV Channel 18), Livestream (Vivestbezan:n.h; seer rr4«. vl, or Video recording (tv.brewster-ma..2ov Please note that for any item listed in this section the Select Board may take officials action including votes. 1. Call to Order 2. Declaration of a Quorum 3. Meeting Participation Statement 4. Recording Statement: As required by the Open Meeting Law we are informing you that the Town will be video and audio taping as well as broadcasting this public meeting. In addition, if anyone else intends to either video or audio tape this meeting they are required to inform the chair. 5. Executive Session: a. To consider the purchase, exchange, lease or value of real property if the chair declares that an open meeting may have a detrimental effect on the negotiating position of the public body - 3057 Main Street & 400 W.H. Besse Cartway 6:00 PM - Anticipated Start Time for Open Session 6. Public Announcements and Comment: Members of the public may address the Select Board on matters not on the meeting's agenda for a maximum of 3-5 minutes at the Chair's discretion. The Select Board will not reply to statements made or answer questions raised during public comment but may add items presented to a future agenda. 7. Select Board Announcements and Liaison Reports 8. Town Manager's Report 9. Consent Agenda a. Approval of Meeting Minutes: March 11, 2024 b. Re -Appointments: Democratic Representative to the Board of Registrars, Sally Andreola and Cape Cod and Islands Water Protection Fund Management Board, Town Manager Peter Lombardi c. One Day Liquor License Application: Brewster Sportsman's Club d. Facility Use Application: First Parish Brewster, Paines Creek Beach e. One Day Entertainment License Application: First Parish Brewster f. Fee Waiver Requests: First Parish Brewster and Brewster White Caps g. Acceptance of Gift: Captains Golf Course h. Request to Declare Item as Surplus: Department of Public Works i. Event Notification Form: Brewster in Bloom Annual Town Parade �F�OpPOPP�EO \\\�/f i Select Board Ned Chatelain Chair Mary Chaffee Vice Chair Kari Hoffmann Clerk Cynthia Bingham Dave Whitney Town Manager Peter Lombardi Assistant Town Manager Donna Kalinick Project Manager Conor Kenny Executive Assistant Erika Mawn j. Approval of Municipal Fiber Grant Application k. Cell Tower Site Modification Request: SBA Communications Corp 10. Review and Vote on Annual Inn Holder License for McDermott Properties, 618 Main Street 11. 6:15pm - Public Hearing, Renewal of Seasonal Liquor Licenses: 2740 Main Street Holdings LLC d/b/a Beach House Spa, Breakwater Lobster and Fish Market, Cape Cod National Golf Club, Roberts Inc. d/b/a Cobies, Fishack Corp d/b/a J.T.s Seafood Restaurant, Brewster Pico LLC d/b/a Pico's Taco Shack 12. Presentation and Vote on FY25 Cape Cod Regional Technical High School Budget - Bob Sanborn, CCT Superintendent (Joint with Finance Committee) 13. Discuss Proposed Pesticide Reduction Home Rule Petition and Vote to Place Article on Spring 2024 Town Meeting Warrant - Kimberly Crocker Pearson, Natural Resources Advisory Commission Chair 14. Discuss and Vote on Proposed Sea Camps Financing Program - Select Board FY24-25 Strategic Plan Goal SC -3 15. Review and Vote on Sea Camp Comprehensive Plan Warrant Article(s) for Spring 2024 Town Meeting - Select Board FY24-25 Strategic Plan Goal SC -2 16. Update on Millstone Road Improvement Project and Vote on Proposed Approach to Town Meeting Temporary Easement Warrant Article - Select Board FY24-25 Strategic Plan Goal CI -2 17. Discuss and Vote on Spring 2024 Town Meeting Warrant Articles 18. Discuss and Vote on New Pond Property Policy (#68) - Select Board FY24-25 Strategic Plan Goal SC -1 19. FYIs 20. Matters Not Reasonably Anticipated by the Chair 21. Questions from the Media 22. Next Meetings: April 1, April 8, and April 23, 2024 23. Adjournment Date Posted: 03/21/2024 Date Revised: Received by Town Clerk: EREETER zer- Books & Big Ideas 2 0 2 4: H O U S I N G The Town of Brewster has created an all -ages community read program entitled "Books & Big Ideas," which aims to use books to encourage discussion about topics affecting our community. Starting in April, community members are encouraged to read titles from a curated selection of books about housing. These stories intend to provide different perspectives on housing, including the importance of "home", housing insecurity, seasonal housing, affordable housing, and more. Books & Big Ideas will include events from April to June to facilitate the sharing of ideas. NATIONAL BESTSELLER THE BIG HOUSE A CENTURY IN THE LIFE OF AN AMERICAN SUMMER HOME GEORGE HOWE COLT EvirT is o ARBITRARY LINES NOW 1001NO ITRORE THE AMERICAN CITY AND HOW TO OA IT M. NOLAN GRAY .own:F , -ORAY4- 2 cii Riiiiiii Books & Big Ideas Programs for 2024 Include: Brewster Housing 101: An Information Session Author Discussion on Arbitrary Lines with M. Nolan Gray Community Tiny Art Display: "What is Home?" Evicted Discussion Group Reception & Discussion with George Howe Colt, Author of The Big House Register for Upcoming Events at www. brewsterladieslibrary.org. zer- Books & Big Ideas 2 0 2 4 H O U S I N G To kick-off the Town's new Books & Big Ideas initiative, the Brewster Housing Office will hold a one -hour Housing Information session. All are welcome to attend and learn more about Community Housing, the Brewster Housing Program, current strategies to address Brewster's Housing needs, local affordable housing options, and available assistance programs. Members of the Housing Office, the Brewster Housing Partnership and Affordable Housing Trust will be available to answer questions. Thursday, April 11, 6PM Brewster Ladies' Library BREWSTER HOUSING 101: INFORMATION SESSION Questions? Email housingoffice@brewster-ma.gov Books & Big Ideas Programs for 2024 Include: Brewster Housing 101: An Information Session Author Discussion on Arbitrary Lines with M. Nolan Gray Community Tiny Art Display: "What is Home?" Evicted Discussion Group Reception & Discussion with George Howe Colt, Author of The Big House Register for Upcoming Events at www. brewsterladieslibrary.org. Vote on Sea Camps Comprehensive Plans at Town Meeting on Saturday May 11 at 1pm (check-in at 12pm) Information: https://www.brewster-ma.gov/cape-cod-sea-camps-properties Questions: townmanager@brewster-ma.gov PARKING ~ 8 SPOTS (0.5 MILES FROM BEACH) PARKING ~ 16 SPOTS (0.3 MILES FROM BEACH) EXPANDED TRAILS IMPROVED GRAVEL DRIVE CONSERVATION & NATURE PARTNERSHIPS (MASS AUDUBON & BREWSTER CONSERVATION TRUST)PUBLIC BEACH MASS AUDUBON PROGRAMMING 10 ACRES COMMUNITY HOUSING AND WASTEWATER TREATMENT ADA PARKING & DROP OFF ZONE ~ 4 SPOTS (0.1 MILES FROM BEACH) LONG POND WOODLANDS POND PROPERTY COMPREHENSIVE PLAN 0 200’ MI L L S T O N E R O A D ROUTE 6A SPRUCE HILL PARTIAL REWILD + SEASONAL COMMUNITY USE TENNIS COMMUNITY COMMONS NATURE BASED PROGRAMS NEW TRAILS & ACCESSIBLE PATHS POOL & PICNIC FUTURE MUNICIPAL USES RESTORE COASTAL DUNE FLEXIBLE SPACE POLLINATOR MEADOW COMMUNITY GARDENS AREA FOR NEW COMMUNITY CENTER (INCLUDES COA, REC DEPT) BAY PROPERTY COMPREHENSIVE PLAN Vote on Sea Camps Comprehensive Plans at Town Meeting on Saturday May 11 at 1pm (check-in at 12pm) Information: https://www.brewster-ma.gov/cape-cod-sea-camps-properties Questions: townmanager@brewster-ma.gov PRESS RELEASE Information from the Cape Cod Commission Press Contacts Kristy Senatori, Executive Director | (508) 744-1216 ksenatori@capecodcommission.org Sarah Colvin, Communications Manager | (508) 744-1271 sarah.colvin@capecodcommission.org ABOUT THE CAPE COD COMMISSION: The Cape Cod Commission is the regional land use, planning, economic development and regulatory agency for Barnstable County, Massachusetts. It was created in 1990 to serve the citizens and 15 towns that comprise Cape Cod. The Commission works toward maintaining a healthy balance between economic progress and environmental vitality. “Keeping a Special Place Special” describes the agency’s mission to protect the region’s unique qualities. The 19-member volunteer Cape Cod Commission board represents a wide spectrum of the community and provides oversight for a staff of 40 professionals. For more information, visit www.capecodcommission.org Cape Cod and Islands Water Protection Fund Management Board votes to modify funding model, award subsidies FOR IMMEDIATE RELEASE (March 22, 2024): Today, the Cape Cod and Islands Water Protection Fund Management Board (Management Board) took necessary steps to stabilize the Fund and ensure its ability to continue supporting critical wastewater and water quality projects. During its meeting on March 22, 2024, the Management Board voted to adopt a new model for providing subsidies to projects listed on the Clean Water Intended Use Plan (IUP), beginning with projects listed on the 2023 IUP. Fund disbursements will shift from a principal forgiveness model to a model that provides a portion of the 25% subsidy over the loan term. Subsidy payments are made when principal payments on the loan are due. "Cape Cod towns have made significant progress in implementing projects since the Fund's inception," said Kevin Galligan, Chair of the Management Board. "The adjustments we made today will help sustain funding for clean water projects for years to come." Established in 2018, the Cape Cod and Islands Water Protection Fund helps Cape Cod towns pay for necessary wastewater infrastructure and water quality remediation projects. The subsidy provided by the Fund has been a primary driver of long overdue progress on local wastewater projects. "The certainty of the subsidy has helped garner community support for water quality project implementation and has resulted in significant action," said Kristy Senatori, Cape Cod Commission Executive Director. "This shift allows the Fund to continue to support important local projects, without the need for supplemental funding." The Fund provides a 25% subsidy to projects listed on the Massachusetts Department of Environmental Protection (MassDEP) Clean Water Intended Use Plan (IUP). Since its inception, the Fund has awarded approximately $204 million in subsidies for wastewater and water quality projects. While revenue has been largely consistent with projections, local commitment to project implementation and eligible project costs have exceeded expectations. In 2023, the IUP listed over $167 million in local projects, which, at that time, represented the most significant amount on Cape Cod for a single year. The draft 2024 IUP includes nearly $300 million in Cape projects, demonstrating the continued commitment of Cape Cod towns to advancing wastewater and water quality projects in their communities. The Management Board also voted on March 22 to provide subsidies to thirteen projects in eight Cape Cod towns that appear on the 2024 IUP. For a list of subsidies awarded, please visit www.capecodcommission.org/cciwpf. The Cape Cod and Islands Water Protection Fund is a dedicated fund within the state’s Clean Water Trust. It was established in 2018 to help Cape Cod and Islands towns pay for necessary wastewater infrastructure and water quality remediation projects. Its funding comes from a 2.75% excise tax on traditional lodging and short-term rentals. Find more information by visiting www.capecodcommission.org/cciwpf. ### 1 Consent Agenda Cover Page March 25, 2024 a.Approval of Meeting Minutes: March 11, 2024 Draft minutes from the Select Board meeting have been presented for review and approval. Administrative Recommendation: We recommend the Select Board approve the meeting minutes. b.Re-Appointments: Democratic Representative to the Board of Registrars, Sally Andreola and Cape Cod and Islands Water Protection Fund Management Board, Town Manager- Peter Lombardi The Town Clerk is requesting re-appointment of the Democratic representative to the Board of Registrars. Sally Andreola’s current term will expire on March 31, 2024, the new term is for 3 years and will expire on March 31, 2027. The Cape Cod Commission is requesting to re-appoint Peter Lombardi, Town Manager, for another three-year term. The current term is due to expire on April 4, 2024. This is a requirement of M.G.L. Ch. 29C §20, Cape Cod and Islands Water Protection Fund Management Board. Administrative Recommendation: We recommend the Select Board approve these re-appointments. c.One Day Liquor License Application: Brewster Sportsman’s Club The Brewster Sportsman’s Club will be hosting their Annual Game Dinner on Saturday April 6, 2024, from 5:30pm until 9:00pm. The event will be held at their club located at 280 Tubman Road. The request is to serve beer and wine to the expected 120 attendees. Department heads have reviewed the application, the following are requested to be added as a condition of the One Day Liquor License per the Fire Chief and Police Chief: A barrier or signage should clearly delineate where people are permitted to consume the alcohol served. The emergency access road identified on the submitted parking plan must be kept open for full Fire Department site access during the event. Administrative Recommendation: We recommend the Select Board approve the One Day Liquor License application with the conditions outlined. d.Facility Use Application: First Parish Brewster- Paines Creek Beach First Parish Brewster would like to hold their Sunrise Worship Service at Paines Creek Beach on Sunday March 31st from 6am until 7am for their expected 15 attendees. There are no concerns from Department Heads or administration for this request. Administrative Recommendation: We recommend the Select Board approve facility use application. 2 e.One Day Entertainment License Application: First Parish Brewster First Parish Brewster is requesting a One Day Entertainment license for hymns to be sung together at their sunrise worship service at Paines Creek Beach on Sunday March 31st at 6am. There are no concerns from Department Heads or Administration. Administrative Recommendation: We recommend the Select Board approve the One Day Entertainment application. f.Fee Waiver Request: Frist Parish Brewster and Brewster White Caps First Parish Brewster is requesting a fee waiver for the temporary sign application fee through the Building Department of $25, the $35 application fee for the One Day Entertainment License and the $50 fee for use of Paines Creek. The total amount requested to be waived is $110. The Whitecaps Board is requesting a fee waiver of building and electrical permit fees for the replacement of the scoreboard at Stony Brook Field. The total amount requested to be waived is $400, all electrical inspections fees will be paid for by the Whitecaps Board as they cannot be waived per Select Board Policy #5, Waiver of Town Permit Fees. Administrative Recommendation: We recommend the Select Board approves both fee waiver requests. g.Acceptance of Gift: Captains Golf Course The Golf Director is requesting permission to accept a gift in the form of a memorial bench. The Golf Commission voted in favor of accepting the gift. If approved the exact location will be determined by the Director and Superintendent of Golf. Administrative Recommendation: We recommend the Select Board approve the request. h.Request to Declare Item as Surplus: Department of Public Works The DPW Master Mechanic is requesting approval to declare a 2011 pickup truck as surplus for sale on GovDeals. This vehicle has reached its useful life for the Town and has since been replaced by a Hybrid pick up truck. Administrative Recommendation: We recommend the Select Board approve the request. i.Event Notification Form: Brewster in Bloom Annual Town Parade The Brewster Chamber of Commerce has submitted notification of the Brewster in Bloom Annual Town Parade to be held on May Sunday May 5th. The parade will begin at 1pm from the Eddy Elementary School parking lot and continues west on Route 6A to Swamp Road. The Chamber has already reviewed the parade route with the Chief of Police to determine road closures and details required. Administrative Recommendation: We recommend the Select Board approve the event notification. 3 j.Approval of Municipal Fiber Grant Application The Town of Brewster is proposing to submit an application to the Municipal Fiber Grant program for a grant of $194,109 in order to build out the existing municipal fiber network to connect to three additional locations in town: the Brewster Water Department, the Captains Golf Course, and the former Cape Cod Sea Camps Bay property. Administrative Recommendation: We recommend the Select Board approve the grant application. k.Cell Tower Site Modification Request: SBA Communications Corp SBA Infrastructure LLC is requesting permission to perform maintenance and modifications to its antenna facility located at 1151 Freemans Way. Verizon Wireless, an existing carrier on the site, is requesting to add an emergency generator mounted on a reinforced concrete pad and a 325-gallon propane tank mounted on an existing concrete pad within the existing leased space. Weather permitting, this work will be planned for April 2024. The modifications to the site will prevent loss of communication due to outages and will help to support the 5G connectivity needs. The Fire Department and Building Department have no concerns with the proposed work. SBA will be required to coordinate with both departments following Select Board approval. Administrative Recommendation: We recommend the Select Board approve the cell tower site modification request, pending coordination with the Building Department and Fire Department. Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 www.brewster-ma.gov Select Board 3.11.2024 www.brewster-ma.gov ` Page 1 of 11 Office of: Select Board Town Manager MINUTES OF THE SELECT BOARD MEETING REGULAR SESSION DATE: March 11, 2024 TIME: 5:45 PM PLACE: 2198 Main Street, Room A Participants: Vice Chair Chaffee, Selectperson Whitney, Selectperson Bingham, Selectperson Hoffmann, Town Manager Peter Lombardi, Assistant Town Manager Donna Kalinick, Chief Police Eldredge, Human Resources Director Susan Broderick, Community Preservation Committee Chair Sarah Robinson and Vice Chair Faythe Ellis Absent: Ned Chatelain Remote Participants: Amy McCaffrey, Matthew Gschwend Call to Order and Declaration of a Quorum Acting Chair Chaffee called the meeting to order at 5:46pm and noted that Chair Chatelain is absent. A quorum was declared with members Cindy Bingham, Kari Hoffmann, and Dave Whitney present in Room A of Town Hall. Acting Chair Chaffee read both the meeting participation statement and the recording statement. Acting Chair Chaffee reviewed the executive session agenda items and stated that the Board will return to open session at approximately 6:00pm. Selectperson Hoffmann moved to enter executive session. Selectperson Whitney seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Hoffmann-yes, Selectperson Whitney-yes, Acting Chair Chaffee-yes. The vote was 4-Yes, 0-No. The Board returned at 5:58pm. Vote on Police Chief Contract Renewal Mr. Lombardi noted that the Chief has a three-year contract with the Board that expires this coming June. There are a handful of changes that are proposed that have been reviewed with the Police Chief and with the Board in executive session. The Police Chief’s salary for FY25 as proposed in the contract is $189K. Selectperson Hoffmann moved to approve the employment agreement between the Town of Brewster and Heath J. Eldredge, Chief of Police on this 11th day of March 2024 with the total amount of $189,000 a year with the other parts of the agreement. Selectperson Whitney seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Hoffmann-yes, Selectperson Whitney-yes, Acting Chair Chaffee-yes. The vote was 4-Yes, 0-No. Public Announcements and Comment None Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 www.brewster-ma.gov Select Board 3.11.2024 www.brewster-ma.gov ` Page 2 of 11 Office of: Select Board Town Manager Select Board Announcements and Liaison Reports Selectperson Hoffmann shared that she attended the Nauset Regional School Committee meeting last Thursday night where they voted on the FY25 budget included the Capital Plan. The Select Board will be voting on the budget at their April 1, 2024 meeting. Town Manager’s Report The Town will be hosting tours of the Pond Property on Saturday April 6th and Wednesday April 10th from 10am -2pm. Registration and information is available on the Town website. The goal of the tours is to provide residents with an opportunity to walk the trails and see the pond. Parking is very limited on the property, for the tours parking will be at the Captains Golf Course with shuttles provided by the Council on Aging. The Department of Public Works has secured a minor stormwater permit and is working on informal parking. Volunteers will be on hand and maps available for these self-guided tours. The tours will be held rain or shine. After the tours, the parking area will be open to residents for use. There will be an open campus on the Bay property on Wednesday April 17th from 10am – 2pm and April 27th from 1pm – 5pm. There is no registration required for these events. The Town will be holding information sessions leading up to Town Meeting. There will be a stand-alone meeting specific to the Sea Camps scheduled for Tuesday April 30th and all other warrant articles will be reviewed at the information session on Monday April 29th. These will be held at Town Hall. The Town is launching a new community read program called “Books and Big Ideas”, with the help of the Brewster Ladies Library. The program uses books as a way to encourage residents to think and talk about large policy issues that cater to all ages. Seven books have been selected across different age categories, the theme for the first year will be Housing. The books selected look at this issue through a number of different lenses that will hopefully be interesting and engaging. The kick off for the program is April 11th at the Library, a formal announcement will be made later this week. Consent Agenda a.Approval of Meeting Minutes: January 31, February 12, and February 26, 2024 b.One Day Liquor License Application: Brewster Chamber of Commerce c.Letter of Support for Continues Funding for the Housing Rehab Program for FY24 d.Town Landing and Public Beach Access Request; Saints Landing The last item on the consent agenda will be deferred until later in March. Selectperson Hoffmann moved to approve the consent agenda of March 11, 2024 as outlined and recommended by Town Administration with the exception of item (d). Selectperson Bingham seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Hoffmann-yes, Selectperson Whitney-yes, Acting Chair Chaffee-yes. The vote was 4-Yes, 0-No. Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 www.brewster-ma.gov Select Board 3.11.2024 www.brewster-ma.gov ` Page 3 of 11 Office of: Select Board Town Manager 6:10pm Public Hearing- General On-Premises Seasonal Wines & Malt Beverages Application- Putt Putt Chicken Butt, Inc. d/b/a Harbor Lights Mini Golf & Ice Cream Selectperson Hoffmann moved to open the public hearing for the General On-premises Seasonal Wines & Malt Beverages application, Putt Putt Chicken Butt, Inc. d/b/a Harbor Lights Mini Golf & Ice Cream as noticed in the Wicked Local and the Cape Codder on March 1 and March 8. Selectperson Bingham seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Whitney-yes, Selectperson Hoffmann-yes, Acting Chair Chaffee-yes. The vote was 4-Yes, 0-No. Amy McCaffrey and Matthew Gschwend joined the meeting and provided an overview of their request for a seasonal beer and wine license. They are not trying to become a drinking destination or bar and won’t be adding any additional seating. The idea is to allow customers to enjoy a nice cold beverage as they mini golf. Included in the packet is a memo that includes comments and feedback from various department heads, the following were from the Police Department and Town Administration: There should be clear delineation via physical barrier and signage demonstrating that there should be “No Alcohol Beyond This Point.” The licensee should have some safeguards in place to assure that alcoholic beverages are not only being sold to or being consumed by anyone under 21. This setting makes supervision of this more difficult. Suggested to consider serving one drink per presented ID at a time, which is a common practice at sporting events. If the liquor license is approved, they would need to employ persons 18 years and older to handle, sell or serve the alcohol. The following questions should be addressed: o Will there be tables or some kind of cup holders for patrons to put their drink down during their turn to play? o Some consideration of tripping hazards on the golf course. Acknowledged there is one port-a-john near the parking lot and if this would change. Recommendation that in the license itself, the premises should be very detailed in terms where alcohol can be consumed and where it can’t be. Mr. Lombardi shared that we reached out to other Towns on Cape to see if other mini golf establishments have been granted a liquor license. Out of all 14 Towns there was only one similar situation at the Weatherdeck Restaurant in Harwich which has had a liquor license in place for 30+ years. The Weatherdeck is a restaurant that has a mini golf course on the property. There is no stand-alone mini golf course that holds liquor license. In response to the comments Ms. McCaffery shared that she has been to many mini golf places throughout the country that offer beer and wine. They are looking to add little tables at each of the holes for people to place their beverage on and write their scores down, these would not be on the walkways. There are two main areas to enter and exit the property, both will have the “No Alcohol Beyond This Point” signs. They also have some fencing that abuts the parking, which is not a true exit, but plan to add signs there as well. Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 www.brewster-ma.gov Select Board 3.11.2024 www.brewster-ma.gov ` Page 4 of 11 Office of: Select Board Town Manager Ms. McCaffrey agreed to sell one beverage per ID at a time, they also have cameras throughout the property to monitor the course and have one camera facing the window to make sure that everyone is being identified properly. Mr. Gschwend shared that they will be hiring employees 18 years and older to serve the alcohol and everyone will be TIPS certified. They plan to keep one port-a-john but will monitor to see if there is a need for an additional one. Ms. McCaffery noted that their customers are typically families with occasional date nights mixed in. She has received feedback from parents that having a drink would make their experience a little more enjoyable. In response to Selectperson Hoffmann, Mr. Gschwend noted that along with the cameras, they will have an employee walking the course about every 30 minutes to clean the greens and the presence of employees throughout the property will be felt. They will have active involvement to make sure drinks are not consumed by underage persons or by those who did not purchase them. At this time, ice cream is the only food being offered, they may look into prepackaged chips as well. Selectperson Hoffmann moved to close the public hearing. Selectperson Whitney seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Whitney-yes, Selectperson Hoffmann-yes, Acting Chair Chaffee-yes. The vote was 4-Yes, 0-No. Selectperson Hoffmann moved to approve the General On-premises Seasonal Wines & Malt Beverages application of Putt Putt Chicken Butt, Inc. d/b/a Harbor Lights Mini Golf & Ice Cream. Selectperson Bingham seconded the motion. There was discussion on which conditions should be included with the liquor license. Selectperson Bingham moved that we limit sales of malt beverages and wine from 10am until 9:30pm. One beverage served per ID. Sign posted clearly at the exit with “No Alcohol Beyond This Point”. Selectperson Whitney seconded the motion. Selectperson Bingham-yes, Selectperson Whitney-yes, Selectperson Hoffmann-yes, Acting Chair Chaffee-yes. The vote was 4-Yes, 0-No. Review and Vote on FY25 Fixed Rate and Salary Scale- Susan Broderick, HR Director Ms. Broderic shared that the scale contains the wages for our seasonal and part-time positions. There is a policy that the Select Board will review annually by April 1st of each year to allow the Town to stay competitive in the market. These employees do not receive automatic step increases or cost of living adjustments. Part of the policy states that the Town will use the State’s minimum wage as our minimum wage for our seasonal positions, but we have taken that part of the policy and extended it to all positions on the scale. The State’s minimum wage is currently $15/hour. Department Heads provide their recommendations and have accounted for any increases in wages in their budget. Ms. Broderick highlighted some of the changes: Police Department- community services officer, not a new position, but a change to the parking enforcement officer. Each summer they hire to enforce parking regulations for beach parking and access roads, this year they have additional duties such as responding to citizen requests, bike and traffic control. Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 www.brewster-ma.gov Select Board 3.11.2024 www.brewster-ma.gov ` Page 5 of 11 Office of: Select Board Town Manager Inspector positions- $3/hour for part-time inspectors. Typically, we have a $1-$2 per year increase, a majority of other Towns plan to pay $50/hour for this position. To stay competitive the recommendation is to pay $48/hour for FY25 and look to increase in future years. Captains Golf Course & Permit Sales Office – amendments were made to the FY24 wage scale because these positions span over two fiscal years. Selectperson Hoffmann moved to approve the FY25 Fixed Rate and Salary Scale as presented. Selectperson Whitney seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Hoffmann-yes, Selectperson Whitney-yes, Acting Chair Chaffee-yes. The vote was 4-Yes, 0-No. Discuss and Vote on Community Preservation Act Warrant Articles for Spring 2024 Town Meeting – Sarah Robinson, CPC Chair and Faythe Ellis, CPC Vice Chair Sarah Robinson provided a brief history, noting that in May 2025 Brewster residents voted for adoption of the Community Preservation Act. This act appropriates a 3% surcharge of real estate taxes revenues which are reserved in a special fund to finance projects for purposes in Open Space, Historical, Recreation, and Community Housing. The State also contributes an amount the comes from the CPA Trust fund which is collected through the Registry of Deeds. Last year, the Town CPA bylaw changed to adopt the States statutory formula for allocation of CPA revenues. At the same time Town Meeting approved a non-binding 5-year target allocation policy to guide recommendations to keep within the framework. Ms. Robinson then reviewed the warrant articles; additional information is available in the packet. The Community Development Partnership/Lower Cape Housing Institute in Eastham have requested $20K toward their total project cost of $652,337. The CPC voted unanimously 7 to 1 to accept the article. Town of Brewster Housing Coordinator, the Town has been able to accomplish a lot due to the current housing coordinator, Jill Scalise who has been in this position for several years. She is familiar with the housing offices on cape and with the affordable housing programs. The request is for $74,589 out of the total project costs of $114,599. The CPC voted unanimously in favor. Nauset Together We Can Prevention Council is requesting funding for the Finch Skatepark Safety Upgrades. There is an established and thriving skateboarding community in Orleans that has managed the skateboard by volunteers since 1995. The request is for $7,500 towards safety upgrades. The total cost of the project is $31,300. The CPC voted 7 to 0 in favor. Selectperson Bingham moved to recommend the Community Preservation Act budget transfers totaling $1,053,598 as described in Article 12 sections 1a, 2a, 3a, 4a and b. Selectperson Whitney seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Hoffmann-yes, Selectperson Whitney-yes, Acting Chair Chaffee-yes. The vote was 4-Yes, 0-No. Selectperson Bingham moved to recommend the $20,000 under Article 12 section 5a to the Community Development Partnership. Selectperson Whitney seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Hoffmann-yes, Selectperson Whitney-yes, Acting Chair Chaffee- Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 www.brewster-ma.gov Select Board 3.11.2024 www.brewster-ma.gov ` Page 6 of 11 Office of: Select Board Town Manager yes. The vote was 4-Yes, 0-No. Selectperson Bingham moved to recommend $74,589 under Article 12 section 5b to the Town of Brewster Housing Coordinator. Selectperson Whitney seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Hoffmann-yes, Selectperson Whitney-yes, Acting Chair Chaffee-yes. The vote was 4-Yes, 0-No. Selectperson Bingham moved to recommend $7,500 under Article 12 section 5c to Nauset Together We Can, the skateboard park in Orleans. Selectperson Whitney seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Hoffmann-yes, Selectperson Whitney-yes, Acting Chair Chaffee- yes. The vote was 4-Yes, 0-No. Warrant Article 13, this project is simply to get a Conservation Restriction (CR) on 12.36 acres known as Washington-Chase Bog. There is 7.3 acres of upland and a little over 5 acres of wetland. The property is located on the North side of Main Street in East Brewster. Brewster Conservation Trust is purchasing the property and is asking the Town to share the costs by using CPA funds to purchase a CR. The amount requested is $230K ($225K for the CR and $5K to CPC), the total project costs is $706,660. The CPC voted unanimously to approve. Ms. Ellis added that there is $5K included in the request to cover CPC administrative and legal expenses. Selectperson Bingham moved to recommend $230K under Article 13, Conservation Restriction acquisition for 0 and 3571 Main Street. Selectperson Whitney seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Hoffmann-yes, Selectperson Whitney-yes, Acting Chair Chaffee- yes. The vote was 4-Yes, 0-No. Update on FY25 Town & School Budgets Mr. Lombardi shared a couple of small changes that are associated with Health Insurance and Pension. Health Insurance had originally been included at a 5% increase in premiums in budget assumptions. The Cape Cod Municipal Health Group voted for an 8% increase, this has an expense impact of about $90K between the Town and the Schools. Pensions also increased between the Town and School by another $57K or so. There were also some small changes made to the Human Service and Building Department budgets. Mr. Lombardi noted that we have also adjusted our short-term debt payment for the Lond Pong Property from $180K to $150K. Our partnership with Brewster Conservation Trust has been finalized and looking at a small remaining balance that will be necessary to pay off all the Long Pond debt. We are able to decrease the impact of the debt on our operating budget, this is not excluded debt even though Town Meeting approved debt exclusion. The plan from the start was to finance from our existing funding in the budget, the partnerships with BCT and Mass Audubon have helped. On the revenue side, our investment income is coming in significantly higher this year than our benchmark, with the projections we felt there was the ability to increase revenue assumptions by $75K, which was still conservative. Mr. Lombardi noted a minor change in ambulance revenue and premiums from short-term debts. There are some adjustments in other department revenue, primarily receipts from agreements with Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 www.brewster-ma.gov Select Board 3.11.2024 www.brewster-ma.gov ` Page 7 of 11 Office of: Select Board Town Manager Cape & Vineyard Electric Cooperative. The net effect is that our overall levy capacity, which was at $51K at the beginning of February is now down to $18K, we have been able to absorb the increase in Health Insurance and Pension without making any substantive changes to the departmental budget. This includes the capacity to absorb increases to the school budgets for the next fiscal year. Mr. Lombardi shared that in part due to the enrollment shift from this year to next, the Town can now absorb a 4.5% operating increase for both Nauset and the elementary schools. Mr. Lombardi expects the elementary school budgets to be voted on soon, the latest assessment is $55K over what the Town said we could accommodate. The Regional School Committee has decided to shift from a long standing past practice of using the Alternative Assessment Methodology based on student enrollment to the Statutory Method which looks at minimum contributions from each of the Towns, transportation costs and takes student enrollment into account. This shift has benefited Brewster by about $55K from what our assessment would have been using the Alternative methodology. Mr. Lombardi noted that we could potentially avoid an override to fund our assessment for Nauset next year if we figure out how to make up the $55K. As a potential solution, it was suggested to the Superintendent that instead of having one large override and a really small override, maybe there is capacity to accommodate a little higher percentage increase for the region and a little lower for the elementary schools and structure the override as specific to the elementary school. Discuss and Vote on Spring 2024 Town Meeting Warrant Articles The following warrant articles were reviewed and voted on: Art 1: Unpaid bills – one from the Golf Department for water quality testing for $615 to be paid from the Enterprise fund. Selectperson Hoffmann moved to recommend Article 1: Outstanding Obligations for the Golf Department as printed in the draft warrant. Selectperson Whitney seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Hoffmann-yes, Selectperson Whitney-yes, Acting Chair Chaffee-yes. The vote was 4-Yes, 0-No. Art 10: Water Budget- minor adjustments have been made to Health Insurance and Pension as they pertain to this department, which is an entirely self-funded department. Amended amount is $2,986,144. This reflects a 2.7% increase. Selectperson Hoffmann moved to recommend the Water Department Enterprise Fund Operating budget in the total of $2,986,144 as printed in the draft warrant. Selectperson Whitney seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Hoffmann-yes, Selectperson Whitney-yes, Acting Chair Chaffee-yes. The vote was 4-Yes, 0-No. Art 11: Golf Budget- $4,606,233 budget for FY25, which reflects a 4.9% increase on the expense side. The Board approved 6% rate increases for green fees and memberships a couple of months ago, anticipating that this will fully offset the increase in expenses. Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 www.brewster-ma.gov Select Board 3.11.2024 www.brewster-ma.gov ` Page 8 of 11 Office of: Select Board Town Manager Selectperson Hoffmann moved to recommend the Golf Department Enterprise Fund Operating budget in the total of $24,606,233. Selectperson Whitney seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Hoffmann-yes, Selectperson Whitney-yes, Acting Chair Chaffee-yes. The vote was 4-Yes, 0-No. Art 16: Cable Franchise Fee – a standard article for annual appropriations for the Town’s license agreement with Comcast, where we bring in a little over $400K a year. There is a balance in the Cable Francise Revenue account of a little over $800K. The proposal is to appropriate $400K for operating expenses to Brewster Government Television, and will cover our separate agreement with Lower Cape TV to provide services. Selectperson Hoffmann moved to recommend the Special Revenue Fund Cable Francise Fee Account in the amount of $400K as printed in the draft warrant. Selectperson Whitney seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Hoffmann-yes, Selectperson Whitney-yes, Acting Chair Chaffee-yes. The vote was 4-Yes, 0-No. Art 17: Recreation Revolving Fund- the spending limits for our revolving funds are memorialized in our Town bylaw, if we want to increase the cap, which is being proposed, requires a Town Meeting vote. Recreation has done a great job in expanding programming and services over the past several years. Their expenses are fully covered by the fees they charge for their services. The cap currently is $200K, looking to increase the spending cap to $300K. Selectperson Hoffmann moved to recommend the Recreation Revolving Fund to increase the fiscal year spending limit to $300K as printed in the draft warrant. Selectperson Whitney seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Hoffmann-yes, Selectperson Whitney-yes, Acting Chair Chaffee-yes. The vote was 4-Yes, 0-No. Art 18: Senior Tax Work-off Local Option- there is language in the statute that allows Towns as a local option to allow someone to complete the work on the senior’s behalf. Both the Council on Aging and the Deputy Assessor are supportive of bringing an article to Town Meeting. If an individual is interested, the Town would have to approve the designee to work through the Senior Tax Work off program on their behalf. Selectperson Hoffmann moved to recommend the Local Option Senior Tax Work Off Designee M.G.L Ch. 59 §5k as printed in the draft warrant. Selectperson Whitney seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Hoffmann-yes, Selectperson Whitney-yes, Acting Chair Chaffee-yes. The vote was 4-Yes, 0-No. Art 19: Veterans Tax Work-off Local Option- basically the same option as the previous article except it applies to the Veteran Tax Work off program. Selectperson Hoffmann moved to recommend the Local Option Veteran Tax Work Off Designee Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 www.brewster-ma.gov Select Board 3.11.2024 www.brewster-ma.gov ` Page 9 of 11 Office of: Select Board Town Manager M.G.L Ch. 59 §5n as printed in the draft warrant. Selectperson Whitney seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Hoffmann-yes, Selectperson Whitney- yes, Acting Chair Chaffee-yes. The vote was 4-Yes, 0-No. Discuss and Vote on Select Board Policy Updates (#64 & 65) First Light Beach Policy, #64, Town Administration realized that there were some provisions of this policy that needed to be addressed. The proposed changes include language around parking restrictions but did not include any enforcement language. Current policy #47, Regulations Governing Roadside Parking on Town Ways Near Town Landings has this language included. Reviewed with the Police Chief who agreed to include the same language in this policy. The beach access hours have been updated to coincide with the updated pool hours. Also included standard language in terms of consumption of alcohol and/or drugs on Town property, which has been recommended by legal counsel. Selectperson Hoffmann moved to approve the changes in policy #64 Select Board Policy for First Light Beach, Resident Only. Selectperson Whitney seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Hoffmann-yes, Selectperson Whitney-yes, Acting Chair Chaffee-yes. The vote was 4-Yes, 0-No. Community Pool Policy, #65, handful of small changes to the policy that reflects the 6am start time and that the pool may be open certain Friday and Saturday nights until 8pm for private events. The Recreation Department will be handling registration this year, so some minor adjustments have been made to the Rules and Regulations section. Selectperson Hoffmann moved to approve the changes in policy #65 Select Board Policy for Brewster Community Pool, Resident Only. Selectperson Whitney seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Hoffmann-yes, Selectperson Whitney-yes, Acting Chair Chaffee- yes. The vote was 4-Yes, 0-No. Discuss and Vote on New Pond Property Policy (#68) Ms. Kalinick shared that the Town has been working on providing interim public access to the Pond property, after the tours the interim parking will be open to the public until the full plans can be implemented. The Town has been approved for a minor stormwater permit to maintain the road and some of the paths. A Request of Determination of Applicability (RDA) was submitted to the Conservation Commission but ultimately denied the request due to the wetlands delineation and would prefer the RDA be submitted with the full implementation of the plan along with a Notice of Intent that would encompass all the activities planned for on the Pond property should the plans pass at Town Meeting. Ms. Kalinick noted the sensitive areas near the pond. During the tours, residents will be notified that there will be no vehicular access beyond the interim parking area. The proposed policy is to govern the use of the property during interim access, just as we did for First Light Beach and when we opened the Community Pool. Since the drive is not a laid-out road, we are unable to apply Policy #47, Regulations Governing Roadside Parking on Town Ways Near Town Landings. Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 www.brewster-ma.gov Select Board 3.11.2024 www.brewster-ma.gov ` Page 10 of 11 Office of: Select Board Town Manager Ms. Kalinick noted that we need to manage expectations for the property since there is limited parking. The Town is not adding amenities here as we have at other landing locations. The idea is to provide access to the property to use the trails, swim, etc. The comprehensive plan for this property includes 38 total parking spots in three different locations. Mr. Lombardi noted that various departments provided input for the best approach, the proposed policy reflects what we think will work best for this season. Town staff will have to monitor and manage access to the property. Ms. Kalinick added that we don’t have staff on the property like we do at the Bay property. There has been some reluctance in opening the property and the plan is to get additional help for the management of both properties. The Department of Natural Resources will use their summer staff to help periodically check and maintain the property. Selectperson Hoffmann inquired about the parking spaces at the Long Pond Woodland area and port-a- potties for the property. There will be one port-a-potty placed at the interim parking areas. There will be no trash and/or recycling, no ice cream truck, no kayak racks at this time. There is parking for the Long Pond Woodlands on Besse Cartway, but where it connects to the access road is not ideal. Selectperson Bingham believes that the interim parking should require a beach parking sticker from Memorial Day to Labor Day as our other locations require. This location in many ways is like Spruce Hill, which does require a beach parking permit. She believes that a majority of people will be parking there to use the beach. Parking would be open to both residents and non-residents who have purchased a beach parking permit. Mr. Lombardi responded that there are a number of reasons the public will want to use the property. The administration has received questions about the future uses of both properties and if they will be resident only indefinitely. Mr. Lombardi will reach out to the Police Department who are responsible for enforcement of the beach parking and will need to add this location to monitor on a regular basis. Acting Chair Chaffee commented that this is a wonderful opportunity for people to walk and explore the property. She supports the policy as is and would like to see how this season goes and revisit for Summer 2025. Ms. Kalinick shared her concern of promoting this location as a landing on the beach map that is distributed to residents and visitors that requires a parking permit, there isn’t time to include the information. Additionally, by doing this we will drive more people to the location that is already going to be a challenge to manage. Selectperson Bingham moved to table the conversation. Selectperson Hoffmann seconded the motion. Mr. Lombardi noted that policies are within the jurisdiction of the Select Board to decide on. More information will be provided at the next meeting, including language that will require a beach permit. Selectperson Bingham amended the motion to postpone the topic to the March 25 meeting. Selectperson Hoffmann seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Hoffmann-yes, Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 www.brewster-ma.gov Select Board 3.11.2024 www.brewster-ma.gov ` Page 11 of 11 Office of: Select Board Town Manager Selectperson Whitney-yes, Acting Chair Chaffee-yes. The vote was 4-Yes, 0-No. Discuss and Vote on Request to Add Alternate Members to Alewife Committee Selectperson Hoffmann reviewed the tasks that the three-person Alewife Committee are responsible for. The Town Charter allows the Select Board to add up to two alternate members to any elected or appointed committee even if their formal charge or Bylaw in this case, doesn’t state that. The Chair of the committee is requesting the Board vote to increase the membership by two alternate members. If approved, administration will follow the Select Board Appointment policy and solicit letters of interest with a priority deadline. Selectperson Bingham moved to add up to two alternate members to the Alewife Committee. Selectperson Whitney seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Hoffmann-yes, Selectperson Whitney-yes, Acting Chair Chaffee-yes. The vote was 4-Yes, 0-No. FYIs No questions Matters Not Reasonably Anticipated by the Chair None Questions from the Media None Next Meetings March 25, April 1, April 8, and April 22, 2024 Adjournment Selectperson Whitney moved to adjourn at 7:53pm. Selectperson Hoffmann seconded the motion. A roll call vote was taken. Selectperson Bingham-yes, Selectperson Whitney-yes, Selectperson Hoffmann-yes, Acting Chair Chaffee-yes. The vote was 4-Yes, 0-No. Respectfully submitted by Erika Mawn, Executive Assistant Approved: __________________ Signed: _________________________________________ Date Selectperson Hoffmann, Clerk of the Select Board Accompanying Documents in Packet: Agenda, TM Report, Consent items, Public Hearing documents, FY25 Fixed Rate and Salary Scale, CPC Warrant article info, Budgets, SB Policies, Alewife Committee request, FYIs. MEMORANDUM To: Select Board From: Colette Williams, Town Clerk Date: March 13, 2024 RE: Registrar Re-appointment __________________________________________________________________________________ Sally Andreola, the Democratic representative to the Board of Registrars, appointment will expire on March 31, 2024. At this time, I would request that you reappoint Ms. Andreola for another 3-year term. The term timeline would be April 1st, 2024, expiring March 31st, 2027 I have spoken with the Democratic Chair of the local Democratic Town Committee who is supportive of this re-appointment. Thanking you in advance for your time and attention to this matter. If you have any questions, please do not hesitate to contact me. Thank you, Colette M. Williams MMC/CMMC Town Clerk Town of Brewster OFFICE OF: 2198 Main Street COLETTE WILLIAMS MMC/CMMC BREWSTER, MASSACHUSETTS 02631 TOWN CLERK JUSTICE OF THE PEACE (508) 896-4506 – Fax (508) 896-8089 cwilliams@brewster-ma.gov Archive d: Monday, March 18, 2024 3:22:50 PM From: Erin Perry Se nt: Mon, 18 Mar 2024 17:28:16 To: Peter Lombardi Cc: Michele White Subje ct: CCIWPF Management Board Appointment Importance : Normal Se ns itivity: None Hi Pet er, I am reaching out about your appointment to the Cape Cod and I slands Wat er Protection Fund Management Board. Massachusetts General Law Chapt er 29C §20 - Cape Cod and Islands Water Protection Fund Management Board, stat es “There shall be a Cape Cod and I slands Wat er Protection Fund Management Board that shall consist of 1 person t o be appointed by each board of selectmen or town council in each municipalit y that is a member of the Cape Cod and Islands Water Protection Fund; prov ided, howev er, that an appointee of a board of select men or town council shall be a member of the respect iv e appointing aut hority, a t own manager, town administrat or or other municipally employ ed professional st aff.” Additionally, “Each member of the management board shall serv e for a term of 3 y ears and until a successor is appoint ed and qualified and each member of the management board shall be eligible for reappointment. Each member of the management board appointed t o fill a vacancy on t he management board shall be appointed for the unexpired term of the vacant posit ion.” Your t erm expires on 4/4/24. I am reaching out t o request t hat you forward documentation of y our reappointment to the Cape Cod and Islands Water Protect ion Fund Management Board at y our convenience. If you have any questions, please do not hesit ate to reach out . Thank you! Erin Erin PerryDeputy DirectorCape Cod Commis s ion508-744-1236eperry@capecodcommission.org Board of Selectmen Town Administrator 2198 Main Street Brewster, Massachusetts 02631-1898 (508) 896-3701 FAX (508) 896-8089 APPLICATION FOR ONE -DAY LIQUOR LICENSE (must be submitted with application fee two (2) weeks prior to the date of the event) Applicant's Name: Brewster Sportsman's Club Applicant's Address'. 280 Tubman Road, POB 30 Brewster. MA 02631 Phone. Type of Event: Annual Game Dinner Location and Address where Liquor will be served if different from Applicant's Address: Date and hours requested for Licensed Authorization to serve Liquor: Day: April 6, 2024 Times:5:30pm-9pm Types of Liquor to be served: Wine and Beer and Liquor Will food be provided? Food Cooked and Served On Premise Number of attendees anticipated? Brewster Sportsman's Club Who will serve the liquor? Name: Steven C. Frissora Address: 17 Twinturn Drive Brewster, MA 02631 Contact phone number(s) for Server(s): FEE= $351dayllocation Signature of Applicant: Date: March 6, 2024 Signature in 'ng f. ' ensing Authority's Approval: Date ley. zroill APPLICATION FOR FACILITY USE BREWSTER BOARD OF SELECTMEN 2198 MAIN STREET, BREWSTER, MA 02631 All requests must be made at (east two (2) weeks in advance of the desired use date. For more information please call the Selectmen's Office at 896-3701. Completed forms may be dropped -off or mailed to the address above, or faxed back to 508-896-8089. ORGANIZATION OR GROUP: f` f'S f P/01-, A �v' r6 f-- Uti LOCAL SPONSORING ORGANIZATION: AREA OR FACILITIES NEEDED: DATE OR DATES REQUESTED: ,Ckl- - 3/ TIME IN: to TIME OUT: 7 (INCLUDING PREPARATION & DISMANTLING) PURPOSE OF FACILITY USE: c„�c IcikP W rr ii p c "e -c NATURE OF ACTIVITY TO TAKE PLACE: WILL ADMISSION FEE BE CHARGED? YES NO VAMOUNT NON-PROFIT -ORGANIZATION: YES ' NO IRS # J 1 119 (67'. TOTAL NUMBER OF PERSONS EXPECTED /15 MAXIMUM PEOPLE EXPECTED AT ONE TIME: I ANY SPECIAL EQUIPMENT NEEDED?: /v6 PERSON RESPONSI51,.Ei FOR THE OBLIGATIONS OF THE GROUP WHO WILL PAY THE BILL - NAME: MAILING ADDRESS: / !/M'»/1C. P.- / 61/11,14/64"r-F'G''6/ �-la 7 TELEPHONE NUMBER: Ceili f"44 1. E% _ 5-5'7 7 I have read the regulations and understand them with the acknowledgement that any additional expenses incurred will be paid by my organization and that any violation may jeopardize continue use of the building, Signature: Telephone: 3"A Page6of7 8/13/13 m r N Of Town of Brewster 2198 Main Street Brewster, MA 02631 Phone: (508) 896-3701 www.brewster-ma.gov Office of: Select Board Town Manager Application Fee: $35.00 APPLICATION FOR ONE -DAY ENTERTAINMENT LICENSE Application must be submitted at least 4 weeks prior to the date of the event. Following submission of a completed application and payment, the request will be placed on a Select Board meeting agenda for review. Submit to Town Manager's office or licenses(d)brewster-ma.gov. Section 1: A s licant Information Applicant's Name: 16/70'57-� Applicant's Address: / Mrt4 £ , gr , r , /i4* au.?/ Telephone # and Email Address: 515- 8'q - 5577 ad,i;,0-.-- - 2�', 6-m- , . Section 2: Event Information Type of Event: W®rai 0 (l V`6 — SPA flst b 5i�er S V/6 l Location of Event: PXOte, k './.4 3/k4, Date of Event & Proposed Times: PiVe ,0212'il /414 Description of entertainment proposed (include name of band or DJ, and if entertainment will be live, acoustic or amplified, etc.): A 6,,,,„,(27,, W4y' fir c%if- vl`C, usk. A./ Ariz U S/'� Will entertainment be performed indoors or outdoors: et.t;. f lddes- I Section 3: Additional Information: Will temporary structures be erected (i.e., platforms, scaffolds, tents, pavilions, etc.)? Yes: No: *If yes, a building permit may be needed, please contact the building department for more information. Number of anticipated attendees over the course of the event: Applicant Signature: Revised March 2023 Maximum # at any one time: �� 3/73/2-11 First Parish Brewster An historic Unitarian Universalist congregation in the heart of Cape Cod …opening hearts, growing souls, turning love into justice… Brewster Meeting House: 1969 Main Street Mail: 1 Harwich Road, Brewster, MA 02631 508.896.5577 Webpage: firstparishbrewster.org March 11, 2024 Dear Brewster Board of Selectman’s office, First Parish Brewster is applying for a Sign Registration & Permit from the Town of Brewster Building Department. There is a $25 filing fee for this, which we request be waived due to our non-profit/church status. First Parish Brewster is applying for permits to hold an Easter Sunrise Service at Paine’s Creek Beach on March 31, 2024. There is a $35 application fee for the one-day entertainment license and $50 fee for use of Paine’s Creek Beach, we request a fee waiver in the amount of $85 due to our non-profit/church status. In 2011, Brewster Meeting House Preservation Project, Inc received a Community Preservation Act grant from the Town of Brewster and part of this agreement was that the Meeting House be available for Brewster community events. We appreciate all the many ways the Town of Brewster and FPB support each other for the good of the community. We believe this request for a sign special permit will also be in the best interest of the larger community. The Sign Registration & Permit request being submitted to the Building Department is as follows: Temporary Sign Request: FPBUU requests approval for one sandwich board (size 2 x3) to be displayed in front of the Meetinghouse one week prior to an event which is open to the public. Thank you for your consideration. Karena Stroh, Administration and Finance Director First Parish Brewster Unitarian Universalist To Brewster Select Board Subject: Waiver of permit fee for replacing the old Scoreboard March 11, 2024 I am writing to ask for Select Board approval to waiver the building and electrical permit fees for replacing the existing Whitecaps Scoreboard with a more modern scoreboard at Stony Brook Field. The project is being built by Scoreboard Enterprise Inc., SEI. SEI is the company that supplied our previous scoreboard over 20 years ago. The new board will be in the same location on the same I-beam supports. It will have modern LED electronics and include features of MPH pitch display and a ‘pace of play countdown timer’ to be used between pitches and between innings. A pace of play timer will also be installed on the press box. Over the past 5 months, I have spoken to the Town Building Commissioner, Mr. Richard Leibowitz, a few times about the installation of a new scoreboard. He has been very helpful in explaining the permit process and what is required to meet the current permitting requirements. We will require 2 building permits and 2 electrical permits. The total cost of the 4 permits to be waived is $400. We understand that electrical inspections fees are not waived by the Select Board. SEI will pull the permits and the scoreboard will meet current town requirements. As you know the Brewster Whitecaps are a non-profit organization, run by a dedicated group of volunteers. I believe that all members of the Select Board agree that the Brewster Whitecaps are an important part of the culture and summer ambiance in Brewster. Whitecaps’ support throughout the Town of Brewster has grown substantially over the last 10 years. The whole Brewster community has embraced and supports their ‘home team’ Brewster Whitecaps. Thank you for your consideration of this request from the Brewster Whitecaps. Regards, Chuck Hanson Chuck Hanson, Whitecaps Board Member On behalf of all the Whitecaps Board. Copy: Richard Leibowitz, Brewster Building Commissioner **MEMORANDUM** TO: Brewster Select Board FROM: Jay Packett, Golf Director of Operations DATE: March 11, 2024 RE: Acceptance of Gift The Golf Commission and I are recommending the acceptance of a gift in the form of a memorial bench in honor of Phyllis DiPietro. Phyllis was a long-time member at the golf course. The Golf Commission voted unanimously in favor of this bench at its February 27, 2024 meeting. The bench will be located on one of the golf courses at the discretion of the Director of Operations and golf course Superintendent. I appreciate your consideration and would be happy to discuss further. Griffin Ryder, Superintendent James Jones, Foreman Memo To: Brewster Select Board From: Mike Richards, Master Mechanic Date: March 18, 2024 RE: Surplus Item The Department of Public Works is requesting permission from the Select Board to declare a 2011 Chevrolet Silverado pickup truck as surplus for sale on Gov Deals. The truck includes an 8ft Fisher plow attachment and was previously used by the Town’s School Department. The truck has reached its useful life in Town as was removed from service and replaced on March 18, 2024, with a new more practical 2024 Hybrid pick up. Once approved the DPW will follow the process to place the item for sale. Department of Public Works 201 Run Hill Road Brewster, Massachusetts 02631-1898 Tel (508) 896-3212 EVENT NOTIFICATION FORM Date: 3/6/2024 Mary -Joe Perry, District Five Highway Director MassDOT, Highway Division 1000 County Street, Taunton, MA 02780 Dear Sir: Please be advised that the Grantee(s) of this Event38th Annual Town Parade has notified the Board of Selectmen/City Council, Local Police Department, Local Fire Department and if applicable the State Police of its intention to conduct road work/parade/race/ride or other events impacting State Highways on Route(s) 6A in or through the City/Town(s) of Brewster benefiting scholarships The Grantee(s) of this Event understands that it must give the Police and Fire Departments at least 48 hours notice before the commencement of the proposed event. The Grantee(s) must supply a Traffic Management Plan when the roadway is occupied and for all detours associated with said events to this Department and to all officials listed below. The Grantee(s) must notify the local and/or state police to set up a detour of this area with appropriate signs and barricades. The local Fire Department must be notified of the detour to ensure that measures will be taken to minimize disruption to the Fire Department's emergency service during the event. The Grantee(s) must also notify local media (newspapers, radio) of this proposed event. The following signatures are required prior to the issuance of the Permit. LOCAL POL E DEPARTMENT Signed: Title: FIRE DEPART NT Signed: Title: City/Town: v w5 44-►^ City/Town: fia ./V #6tii50e- BOARD OF SELECTMEN/CITY COUNCIL STATE POLICE DEPARTMENT Signed: Signed: Title: Title: City/Town: City/Town: Event Notification.doc Brewster in Bloom Parade: traffic detour West bound on Route 6A: Left on Underpass Road to Route 137 Right on 137 to Tubman Road Left on Tubman Road Left on Route 6A East Bound on Route 6A: Right on Tubman Road Right on Route 137 Left on Underpass Road Right in Route 6A Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 Fax: (508) 896-8089 MEMORANDUM TO: Brewster Select Board FROM: Kathy Lambert & Conor Kenny RE: FY24 Massachusetts Municipal Fiber Grant Application DATE: 3/21/2024 The Municipal Fiber Grant program is a competitive grant program that supports the closing of critical gaps that exist in municipal networks. The application period for the FY24 municipal fiber grant program opened on March 11, 2024 and closes on April 12, 2024 at Noon. In 2015, the Town of Brewster built a municipal fiber network between eight locations located in close physical proximity along the north side of town. We are proposing to apply for a grant of $194,109 in order to build out the existing network to connect to three additional locations in town: the Brewster Water Department, the Captains Golf Course, and the former Cape Cod Sea Camps Bay property. These locations are currently served by consumer grade cable internet with VPNs to connect to the core network. Speeds are slow, outages are experienced on a regular basis, and there is additional cost associated with the quality of this infrastructure. The project includes running fiber to the additional locations, and hardware and configuration to connect to our core switch at the Police Station. We respectfully request that the Select Board vote to authorize the submission of an application for $194,109 under the above-referenced grant program for FY24. Office of: Select Board Town Manager 3/21/24, 3:06 PM About the Municipal Fiber Grant Program | Mass.gov https://www.mass.gov/info-details/about-the-municipal-fiber-grant-program 1/2 An oﬃcial website of the Commonwealth of Massachusetts Here's how you know About the Municipal Fiber Grant Program M ass.govMass.gov Search Mass.gov S E A R C H This competitive grant program will assist municipalities across the Commonwealth with the construction/completion of a municipal ﬁber network. T A B L E O F C O N T E N T S The Municipal Fiber Grant program is a competitive grant program that supports the closing of critical gaps that exist in municipal networks. Focused on connecting municipality-owned facilities, it will assist municipalities in achieving many critical goals associated with municipal ﬁber networks, including the following: Growing risk and incidences of cyber security exploits in local government Signiﬁcant increases in the complexity and expectations of IT infrastructure in local government Expectation that municipal employees should be able to collaborate regardless of physical location Growing need for internet bandwidth, particularly as line of business technology moves to the cloud Growing public expectation that online transactions are made available Growing need for centralized and proactive management of IT infrastructure Increased reliance on technology for school safety and a growing need for centralized security camera management What is the Municipal Fiber Grant Program? (/)Governor Maura Healey and Lt. Governor Kim Driscoll (/orgs/governor-maura-healey-and-lt-governor-kim-driscoll)Community Compact Cabinet (/orgs/commu What is the Municipal Fiber Grant Program? (#what-is-the-municipal-ﬁber-grant-program?-) Menu Have a question? Ask MA. 3/21/24, 3:06 PM About the Municipal Fiber Grant Program | Mass.gov https://www.mass.gov/info-details/about-the-municipal-fiber-grant-program 2/2 (/) All Topics (/topics/massachusetts-topics) Site Policies (/massgov-site-policies) Public Records Requests (/topics/public-records-requests) © 2024 Commonwealth of Massachusetts. Mass.gov® is a registered service mark of the Commonwealth of Massachusetts.Mass.gov Privacy Policy (/privacypolicy) Growing reliance on technology to ensure continuity of government and disaster recovery Growing technology dependency for public safety interoperability, radio backhaul, and emergency operations center The provision of ﬁber in communities allows for centralized management of IT infrastructure, including an enterprise approach to network monitoring, cyber security, records management, and backup and recovery. A cohesive municipal network also creates opportunities to gain economies of scale by aggregating internet bandwidth purchases and the associated security infrastructure. All municipalities are eligible except those awarded grants in FY23. R E L AT E D Municipal Fiber Grant Program (/municipal-ﬁber-grant-program) Municipal Fiber Grant Recipients (/info-details/municipal-ﬁber-grant-recipients) Municipal Fiber Grant Program FAQ (/info-details/municipal-ﬁber-grant-program-faq) Apply for a Municipal Fiber Grant (/how-to/apply-for-a-municipal-ﬁber-grant) Have a question? Ask MA. Town of Brewster Scope of Work ITC 71 Fiber Optic Municipal Area Network Phase 2 – Network Additions Page 1 of 6 Comm-Tract Corp Proprietary and Confidential 235 Summer Road Bldg. 4 Boxborough, MA 01719 (781) 890-5070 bhopkins@comm-tract.com Prepared by: Comm-Tract 235 Summer Road Bldg. 4 Boxborough, MA 01719 Contact: Telephone: Email: Bryan Hopkins (781) 890-5070 x6952 bhopkins@comm-tract.com Date: September 19th 2023 Bid No. Brewster FMAN – Phase 2 V.01 SPIN: 143008129 ITC 71: VC 6000166632 FCC Registration: 0024175408 Bill To: Ship To: Company: Town of Brewster Company: Town of Brewster Address: 2198 Main Street Address: 2198 Main Street Brewster, MA 02631 Brewster, MA 02631 Contact Name: Kathy Lambert Contact Name: Kathy Lambert Phone: (508) 896-3701 x1131 Phone: (508) 896-3701 x1131 Fax: Fax: Email: klambert@town.brewster.ma.us Email: klambert@town.brewster.ma.us Description of Work The Scope of Work (SOW) that follows was developed with information as provided by the Brewster IT Department personnel and this information has been supplemented by field site surveys conducted by Comm-Tract engineers. Comm-Tract will provide and install the following fiber optic municipal area network (FMAN) additions: A. Sites: 1. Cape Cod Sea Camps – 3057 Main Street 2. Captain’s Golf Course – 1000 Freeman’s Way 3. Brewster Water Department – 165 Commerce Park B. Overview of the Project: 1. The network design is a cascade star architecture to the new remote sites and interconnecting to the existing network at the main splice points (MSP’s) on the existing network backbone. 2. All remote sites listed above will have one (1) new 12 strand count single mode fiber (SMF) to be installed through the existing lateral underground conduit, and/or aerial attachment to the sites. 3. The existing Network Hub at the Police Station will utilize the existing high density fiber housing with three (3) new 12 count coupler termination panels installed. Town of Brewster Scope of Work ITC 71 Fiber Optic Municipal Area Network Phase 2 – Network Additions Page 2 of 6 Comm-Tract Corp Proprietary and Confidential 235 Summer Road Bldg. 4 Boxborough, MA 01719 (781) 890-5070 bhopkins@comm-tract.com 4. All work will be fully complete including all fiber splicing at the pole location for the fiber lateral into the building, the fiber entrance cable, the fiber termination panels, the connectors, and all other materials for a complete and fully functional fiber termination in the communications room of each individual site. 5. The fiber optic municipal area network’s passive optical design will accommodate all types of wireless, and/or Ethernet connectivity for future additional requirements on the core network. 6. The Network Hub Communications Room will utilize the existing high-density Single Mode Fiber (SMF) SC/PC rack mount termination panel. 7. The new remote sites will each have one (1) 12- strand SMF SC/PC Single-mode wall or rack mount termination panel installed. 8. Both the backbone and lateral fiber cables will be field terminated using SC/PC single-mode connectors. 9. All backbone fibers throughout the network will be fusion spliced. 10. All optical testing will conform to industry standards. 11. The customer shall receive OTDR traces and Power Meter Test results at both 1310nm and 1550nm. 12. All test data will be compiled in electronic copy. C. Notes: 1. The design of this network addition is a cascade star configuration, and 12 fiber strands will be assigned to the new remote site and carried for the full length of the network route from the remote site to the Network Hub. 2. Fiber strand assignments will be determined jointly with Brewster IT personnel prior to installation of the additional sites. 3. Pricing assumes access to the aerial routes, and/or conduit systems is not restricted in any way, and Comm-Tract will have free and clear access for installation purposes. 4. Pricing assumes the Customer would utilize existing location agreements with the carrier and/or utility for rights to the municipal space on the poles for the route(s). 5. Pricing assumes the project is installed in one deployment. Should any site(s) not be ready for installation and require return trip(s) additional costs may apply. 6. Customer is responsible for providing trash receptacle for non-hazardous waste disposal of fiber cable scrap, wooden fiber reels, and corrugated shipping boxes. 7. Customer is responsible for their Police Department providing adequate Police Details to support the installation work by Comm-Tract. Should such Police Details not be available and cause interruption or delay of the installation work, Comm-Tract may delay the scheduled work, and/or pass through the costs of the trucks, crews, and equipment that are deployed and unable to perform the scheduled work. Town of Brewster Scope of Work ITC 71 Fiber Optic Municipal Area Network Phase 2 – Network Additions Page 3 of 6 Comm-Tract Corp Proprietary and Confidential 235 Summer Road Bldg. 4 Boxborough, MA 01719 (781) 890-5070 bhopkins@comm-tract.com D. Overview Map – Network Additions: Town of Brewster Scope of Work ITC 71 Fiber Optic Municipal Area Network Phase 2 – Network Additions Page 4 of 6 Comm-Tract Corp Proprietary and Confidential 235 Summer Road Bldg. 4 Boxborough, MA 01719 (781) 890-5070 bhopkins@comm-tract.com Bill of Materials Quantity Description To be provided with submittals on the project Town of Brewster Scope of Work ITC 71 Fiber Optic Municipal Area Network Phase 2 – Network Additions Page 5 of 6 Comm-Tract Corp Proprietary and Confidential 235 Summer Road Bldg. 4 Boxborough, MA 01719 (781) 890-5070 bhopkins@comm-tract.com Warranty Information - Technical and Compliance Notes: The Comm-Tract provided warranty and technical compliance with design and installation standards information is provided below as associated with this scope of work. • Comm-Tract is a certified provider and partner for the Manufacturer and provides a 25 Year Warranty. • The 25 Year Warranty commencing on the date of an accepted installation by the Customer covers all Manufacturer’s products and materials, and covers the repair, and/or replacement of all installed components including, but not limited to fiber cable, fiber connectors, fiber patch panels, fiber jumpers and patch cords, and other materials as installed. • The repair and/or replacement of any component in the certified and approved network solution as provided and installed by Comm-Tract under the 25 Year Warranty is provided at no cost to the Customer over the period of the 25 Year Warranty. • Comm-Tract adheres to the following design and installation standards relative to the scope of work as provided. • BICSI Design and Installation Applicable Standards • Telecommunications Industry Association (TIA) Applicable Standards • Electronics Industry Association (EIA) Applicable Standards • ANSI/TIA/EIA – 568 Standards • ANSI/TIA/EIA – 569 Standards • TIA/EIA 604 Fiber Optic Standards • TIA-492 Fiber Optic Installation Standards • TSB-149 Fiber Optic Workmanship Standards • IEEE 802.3 Standards Town of Brewster Scope of Work ITC 71 Fiber Optic Municipal Area Network Phase 2 – Network Additions Page 6 of 6 Comm-Tract Corp Proprietary and Confidential 235 Summer Road Bldg. 4 Boxborough, MA 01719 (781) 890-5070 bhopkins@comm-tract.com Pricing and Terms Customer agrees to the following payment schedule: 30% Initial Payment upon Delivery of Materials: $ 55,590.55 65% Payment upon actual Project Progress: $ 120,446.27 5% Final Balance upon Completion: $ 9,265.10 • The Project Price shall be subject to adjustment in the event of any mutually agreed upon written changes made to the Scope of Work. • Prices are valid for 120-days. • The Project Price does not include licensing of pole or underground facilities. • The Project Price does not include police details. • The Project Price does not include permitting if applicable. • The Project Price does not include any new underground construction. • The Project Price does not include any applicable taxes as the project is tax exempt. • The Project Price includes shipping charges. • The Project Price assumes access to each location is free and clear for installation and all sites are ready for installation under a single deployment. Should a site not be ready, and return trip(s) are required, additional charges will apply. • Comm-Tract will perform during normal business hours – Monday through Friday, 7am to 3pm unless otherwise specified in the Description of Work. • Customer hereby agrees to the terms and conditions set forth in the Scope of Work by signing below or issuing a Purchase order referencing this Scope of Work. • This Scope of Work is governed by the terms and conditions of the Commonwealth of Massachusetts ITC 71 blanket contract. Site Surveys, Design and Engineering: Included Materials: $ 80,996.96 Labor: $ 100,430.00 Trucks, Equipment, Logistics: $ 3,875.00 Certification and Warranty: Included Total $ 185,301.56 Customer Name: Authorized Signature: Name: Date: Q# 10499 - Fiber Expansion Switches Prepared for Brewster, Town of 2198 Main Street Brewster, Massachusetts 02631, United States Attention: Kathy Lambert | klambert@brewster-ma.gov By Alex McCormick | amccormick@retrofit.com Valid until Wednesday, March 27, 2024 Software, Hardware, and Services $18,930.82 Product Quantity Price Amount Aruba 6200F 12G Class4 PoE 2G/2SFP+ 139W Switch 1 $1,871.49 $1,871.49 Aruba CX 6200F 24G Class 4 PoE 4SFP+ 370W Switch 1 $4,152.78 $4,152.78 Aruba CX 6200F 48G Class 4 PoE 4SFP+ 370W Switch 1 $6,323.11 $6,323.11 Aruba 1G SFP LC LX 10km SMF Transceiver 6 $326.18 $1,957.08 Axiom LC/LC Singlemode Duplex OS2 9/125 Fiber Optic Cable 3m 6 $18.56 $111.36 Installation of 3 Aruba 6200F switches on new 1G fiber network and reconfigure network routing according to best practices" 1 $4,515.00 $4,515.00 Subtotal $18,930.82 Shipping $0.00 Tax $0.00 Total $18,930.82 QUOTE MAY INCLUDE PROMOTIONAL PRICING VALID THROUGH THE END OF THE CURRENT MONTH. PRICES MAY CHANGE IF ORDER IS RECEIVED AFTER THE END OF THE CURRENT MONTH. RetroFit is a proud SDO Certified Women Enterprise Business (WBE) RetroFit is an approved vendor on state contracts ITC73, ITS78 and ERATE. Please attach this quote when submitting the Purchase Order. RetroFit Technologies, Inc. 350 Myles Standish Blvd, Suite 202 Taunton, MA 02780 Vendor No: VC6000169064 Typographical Errors - RetroFit cannot be held bound or held responsible for typographical errors or omissions. Step 1 – Previous Grants: None. Step 2 – Eligible Entity: Town of Brewster Step 3 – Contact Information: Kathy Lambert I.T Director 1673 Main St., (508) 896-3701 ext. 1131 Klambert@brewster-ma.gov 1 ex Step 4 – Grant Contract Signatory: Peter Lombardi Step 5 – Multi-jurisdictional application: No. Step 6 – 5% Match: Please indicate how the required 5% match will be provided (in-kind or local funds). Local funds Please identify the source of local funds.* IT Department Capital Article, appropriated November, 2023: STM 11/23 Art. 2 6a. Technology Upgrades/Replacemen (001-1552-5818-40003) Step 7 – Purpose: Describe the proposed project, including purpose of the grant request, the capital asset needed, project objectives, and the challenges this project would address. In 2015, the Town of Brewster built a municipal fiber network between eight locations located in close physical proximity along the north side of town. This proposed project would build out the existing network to connect to three additional locations in town: the Brewster Water Department, the Captains Golf Course, and the former Cape Cod Sea Camps Bay property. The latter property is a recreational facility purchased by the Town that currently includes over 90 buildings. The Town has been developing long-term plans for this property that anticipate reuse of numerous buildings for various community purposes, including the arts, cultural events, and recreation. It also contemplates construction of a new intergenerational community center that would house our Council on Aging and Recreation Departments as well as a new Nature Center in partnership with Mass Audubon. These locations are currently served by consumer grade cable internet with VPNs to connect to the core network. Speeds are slow, outages are experienced on a regular basis, and there is additional cost associated with the quality of this infrastructure. The project includes running fiber to the additional locations, and hardware and configuration to connect to our core switch at the Police Station. Step 8 – Project Impact:Choose the option that best explains the specific impact of the proposed project. What is the specific impact of this project? If "Other", please explain.* What is the specific impact of this project? If "Other", please explain. The most significant impact is related to internal operations The most significant impact is related to interaction with the public There is a very significant impact to both internal operations and interaction with the public ✅ Other Step 9 – Benefits: identify project benefits including efficiencies, cost savings, enhanced service levels, and/or improved public access to local government services, providing specifics. Efficiencies & Cost Savings: Brewster’s fiber network shares a connection on the OpenCape network for 1GB internet speeds. By discontinuing the existing cable internet connections, Brewster should see over $180,000 in savings over the 25-year expected life of the project (based on current expenses) while significantly improving internet speed at these locations. Enhanced Service Levels: Adding these locations to the municipal network will immediately lead to these sites experiencing speeds five times greater than current levels for both internet and site-to-site connection to the core Brewster network. This will enable a much wider range of services for the public. Improved Public Access to Local Government Services: The Cape Cod Sea Camps Bay property is a 55- acre campus with multiple buildings and will be the likely future location of a Community Center, Recreation Department office, and Council on Aging. It already has an Arts Center, Boathouse, and Community Pool and will add a new Nature Center. More community uses are contemplated in some of the other buildings. Further development of this property will require significant increases in bandwidth beyond what is available from our current provider to cover both staff and public connectivity. Public Safety: The Sea Camps property includes multiple locations for public recreation, including a public bathing beach and pool. Additional bandwidth will be needed for security and public safety monitoring. In addition, cellular coverage is poor, making it difficult for the public to contact first responders. Comprehensive Wi-Fi coverage will allow for the use of cell phones by residents in Wi-Fi- calling mode. Computer Security: Off-site backups at the locations we are seeking to connect are currently bottlenecked by slow internet speeds. Connecting these locations to our fiber backbone will enable more frequent and comprehensive backup options. Step 10 – Sustainability: In detail, please identify any new one-time or ongoing costs that will be incurred and how the costs will be paid for or offset, including ongoing operational costs. Describe how this new initiative will be financially viable for the long-term once established:* Once these locations are connected to the core fiber network, there should be no new ongoing regular costs. After the project is complete, we expect there to be significant long-term savings. Step 11 – Measures of Success:What defines success for this project? Describe how the success of the project will be evaluated. Please include expected measurable improvements in service delivery or efficiency. The immediate success of this project will be objectively measured by the completion of the fiber rollout and connection to the existing core Brewster network, resulting in an immediate lowering of costs and greater bandwidth. The long-term success of this project will be evaluated in multiple future projects (consolidation of server infrastructure, improved security, and expanded services to the public— particularly at the Sea Camps property) that rely on the bandwidth that this network expansion would provide. Step 12 – Fiber: Miles of fiber requested: 6.5 miles Number of new municipal locations to be served: 3 Number of existing municipal locations to be upgraded:1 Step 13 – Project Budget:Please provide a budget summary below. Grant requests up to $250,000 will be considered for a single organization application; up to $500,000 for a multi-jurisdictional application. Fiber Optic Cabling: $185, 301.56 Hardware: $14,415 Software: Implementation Services: $4,515 Other Eligible Costs: Local Match Amount:$10,212 Grant Amount Requested $194,109 Step 14 – Project Timeline: Provide a timeline for the proposed project. Formal quotes are already in place, and contracts would be signed immediately on notice of award of the grant. Construction would take place as soon as possible, depending on our vendor’s schedule. The timeline for the completion of fiber is 1-2 months, and 1 month to engineer connections to our core network. Step 15 – Additional Comments: Provide any additional comments that you believe would be helpful as part of the review process. Step 16 – Map: Attach a map of the proposed fiber deployment. Step 17 – Vendor Quotes/Supporting Documents: Attach any vendor quotes and other supporting documents. Step 18 – Submission: Once you have completed the application, please click the Submit Form button. You will not be able to save or review your application once you hit submit. You will receive notice via email confirming your application. March 7th, 2024 Town of Brewster, Massachusetts Attn: Connor Kenny, Project Manager Re: Verizon Wireless Existing Tower Cell – Generator installation Location: 1151 Freemans Way, Brewster, MA 02631 Dear Sir Connor Kenny: SBA Infrastructure LLC, as successor in interest to Dolphin Productions, Inc., (“Lessee”), and Board of Selectman of the Town of Brewster, Barnstable County, Commonwealth of Massachusetts (“Lessor”), entered into a Standard Lease Agreement dated 6/15/1993. for a portion of the real property located at, 1151 Freemans Way, (the “Property”), to install telecommunications equipment as defined therein on the Property. This letter is to notify you that SBA will be performing maintenance and minor modifications to its antenna facility located on the premises, according to the terms of the lease. Verizon Wireless, which is an existing carrier on this site, we will be adding an emergency 50kW LP Generator mounted on a 4’ x 8’ reinforced concrete pad and a 325 gallon propane tank mounted on an existing concrete pad within our existing lease space (the “Request”) per Construction Drawings, which I have included as supported documentation. Verizon is estimating that, they can being installing the equipment during the month of April 2024, weather permitting. This project will prevent any loss of communication due to outages and will help support the 5G connectivity needs of residents, businesses, and first responders. Verizon Wireless looks forward to working cooperatively with you to advance these important efforts in your community. Verizon Wireless is committed to working cooperatively with you to process this request in a timely and efficient manner. SBA Communications on behalf of Verizon Wireless is committed to working cooperatively with you to process this request in a timely and efficient manner. We also understand that these are unprecedented times and welcome the opportunity to answer any questions or concerns you may have to facilitate your review process. Please do not hesitate to contact me if you have any questions or need any other information. Respectfully submitted, Dulce Lara Site Development Specialist II New England – New York Metro Area SBA Communications Corporat ions 14 Hillside Dr. Brookline, NH 03033 915.307.0059+ C dlara@sbasite.com Your Signal Starts Here. DESCRIPTION REV.DWG. 1151 FREEMANS WAY BREWSTER, MA 02631 CHAPPELL ENGINEERING ASSOCIATES, LLC Civil Structural Land Surveying " Because Better Matters " HARWICH 2 HARWICH 2 1151 FREEMANS WAY BREWSTER, MA 02631 BARNSTABLE COUNTY PROJECT TYPE: GENERATOR ADD TO EXISTING WIRELESS TELECOMMUNICATIONS COMPOUND SCALE: 1"=1000' 20 ALEXANDER DRIVE, 2nd FLOOR WALLINGFORD, CT 06492 ALL PLANS, EXISTING DIMENSIONS AND CONDITIONS AT THE PROPOSED PROJECT SITE SHALL BE VERIFIED IN THE FIELD DURING THE CONSTRUCTION PHASE. THE PROJECT OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES IMMEDIATELY PRIOR TO PROCEEDING WITH THE PROPOSED WORK AFFECTED BY SUCH DISCREPANCIES. IN THE EVENT OF LACK OF SUCH NOTIFICATION, SUCH DISCREPANCIES SHALL BECOME THE RESPONSIBILITY OF THE PREVAILING CONTRACTOR RESPONSIBLE FOR CONSTRUCTION. FROM WALLINGFORD, TAKE I-91 NORTH TOWARD HARTFORD. USE LEFT 2 LANES TO TAKE EXIT 29 FOR US-5 NORTH/CT-15 NORTH/I-84 EAST TOWARD EAST HARTFORD/BOSTON. MERGE ONTO US-5 NORTH. CONTINUE ONTO CT-15 NORTH. TAKE EXIT ON LEFT ONTO I-84 EAST TOWARD BOSTON. ENTER MASSACHUSETTS. TAKE EXIT ONTO I-90 EAST TOWARD BOSTON/NH-MAINE. USE RIGHT 2 LANES TO TAKE EXIT 106 FOR I-495 SOUTH. CONTINUE ONTO MA-25 EAST. TAKE EXIT 10 TOWARD US-6/BOURNE/HYANNIS. AT TRAFFIC CIRCLE, TAKE EXIT ONTO US-6 EAST/MAIN STREET. CONTINUE TO FOLLOW US-6 EAST. USE RIGHT LANE TO MERGE ONTO US-6 EAST TOWARD MA-6A/HYANNIS. TAKE EXIT 85 FOR MA-137 SOUTH TOWARD CHATHAM. TURN LEFT ONTO MA-137 SOUTH/BREWSTER-CHATHAM ROAD. TURN LEFT ONTO PLEASANT BAY ROAD. TURN LEFT ONTO MA-39 NORTH/ORLEANS-HARWICH ROAD. CONTINUE TO FOLLOW MA-39 NORTH. TURN LEFT ONTO FREEMANS WAY. SITE IS LOCATED ON THE RIGHT HAND SIDE. T01 TITLE SHEET VICINITY MAP SHEET INDEX DO NOT SCALE DRAWINGS PROJECT DESCRIPTION DRIVING DIRECTIONS TITLE SHEET COMPOUND PLAN EQUIPMENT PLANS EQUIPMENT DETAILS T01 A02 A03 A04 PLUMBING NOTES & SCHEMATICP01 ELECTRICAL SPECIFICATIONS & NOTESE01 GENERAL NOTESGN01 1. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT INSTALLATION AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNAL FOR THE PURPOSE OF PROVIDING PUBLIC WIRELESS TELECOMMUNICATIONS SERVICE. 2. THIS FACILITY DOES NOT, NOR WILL IT CONSUME UNRECOVERABLE ENERGY. 3. NO PORTABLE WATER SUPPLY IS OR WILL BE PROVIDED AT THIS LOCATION. 4. NO WASTE WATER IS OR WILL BE GENERATED AT THIS LOCATION. 5. NO SOLID WASTE IS OR WILL BE GENERATED AT THIS LOCATION. SCOPE OF WORK INSTALL: ·1 GENERATOR ·1 PROPANE TANK GROUNDING DETAILSE03 EQUIPMENT UTILITY DIAGRAM & DETAILSE02 SITE PLANA01 2 2 2 2 2 2 2 2 2 2 VERIZON LOCATION CODE: GENERAL NOTES CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND CONDITIONS ON JOB SITE. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. FAILURE TO NOTIFY THE ARCHITECT/ENGINEER PLACES THE RESPONSIBILITY ON THE CONTRACTOR TO CORRECT THE DISCREPANCIES AT THE CONTRACTOR'S EXPENSE. NEW CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. · BUILDING CODE: MASSACHUSETTS STATE BUILDING CODE 780-CMR 9TH EDITION · ELECTRICAL CODE: 2023 NATIONAL ELECTRICAL CODE · STRUCTURAL CODE: TIA/EIA-222-H STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS 1. 2. AT LEAST 72 HOURS PRIOR TO DIGGING, THE CONTRACTOR IS REQUIRED TO CALL DIG SAFE AT 811 811 DigSafe MA.ME.NH.RI.VT TOWER OWNER:SBA INFRASTRUCTURE, LLC 8501 CONGRESS AVENUE BOCA RATON, FL 33487 PHONE: 561-226-9523 138531 VERIZON SITE NAME:HARWICH 2 SBA SITE NUMBER:MA13205-A SBA SITE NAME:HARWICH 2 SITE ADDRESS:1151 FREEMANS WAY BREWSTER, MA 02631 PROPERTY OWNER:OPTASITE TOWERS, LLC C/O SBA INFRASTRUCTURE, LLC ATTN: TAX DEPT SITE #MA13206-A 8501 CONGRESS AVENUE BOCA RATON, FL 33487-1307 COUNTY BARNSTABLE COUNTY, MA ZONING DISTRICT:(I) INDUSTRIAL STRUCTURE TYPE:GUYED TOWER STRUCTURE HEIGHT:308'± SITE CONTROL POINT:CENTER OF EXISTING GUYED TOWER N 41°-44'-14.00" (41.737222°) (NAD '83) W 70°-00'-38.00" (-70.010556°) (NAD '83) ARCHITECT/ENGINEER:CHAPPELL ENGINEERING ASSOCIATES, LLC 201 BOSTON POST ROAD WEST, SUITE 101 MARLBOROUGH, MA 01752 SITE INFORMATION MDG LOCATION ID:5000168489 FUZE PROJECT ID:17129898 GROUND ELEVATION:98'± STRUCTURE HEIGHT W/APPURTENANCE:308'± SBA COLLO APP NUMBER:N/A TOTAL AMSL:406'± 1151 FREEMANS WAY BREWSTER, MA 02631 CHAPPELL ENGINEERING ASSOCIATES, LLC Civil Structural Land Surveying " Because Better Matters " HARWICH 2 GENERAL NOTES GN01 1151 FREEMANS WAY BREWSTER, MA 02631 CHAPPELL ENGINEERING ASSOCIATES, LLC Civil Structural Land Surveying " Because Better Matters " HARWICH 2 SITE PLAN A01 1151 FREEMANS WAY BREWSTER, MA 02631 CHAPPELL ENGINEERING ASSOCIATES, LLC Civil Structural Land Surveying " Because Better Matters " HARWICH 2 A02 COMPOUND PLAN 1151 FREEMANS WAY BREWSTER, MA 02631 CHAPPELL ENGINEERING ASSOCIATES, LLC Civil Structural Land Surveying " Because Better Matters " HARWICH 2 A03 EQUIPMENT PLANS 1151 FREEMANS WAY BREWSTER, MA 02631 CHAPPELL ENGINEERING ASSOCIATES, LLC Civil Structural Land Surveying " Because Better Matters " HARWICH 2 A04 EQUIPMENT DETAILS 1151 FREEMANS WAY BREWSTER, MA 02631 CHAPPELL ENGINEERING ASSOCIATES, LLC Civil Structural Land Surveying " Because Better Matters " HARWICH 2 P01 PLUMBING NOTES & SCHEMATIC 1151 FREEMANS WAY BREWSTER, MA 02631 CHAPPELL ENGINEERING ASSOCIATES, LLC Civil Structural Land Surveying " Because Better Matters " HARWICH 2 E01 ELECTRICAL SPECIFICATIONS & NOTES 1151 FREEMANS WAY BREWSTER, MA 02631 CHAPPELL ENGINEERING ASSOCIATES, LLC Civil Structural Land Surveying " Because Better Matters " HARWICH 2 E02 EQUIPMENT UTILITY DIAGRAM & DETAILS 1151 FREEMANS WAY BREWSTER, MA 02631 CHAPPELL ENGINEERING ASSOCIATES, LLC Civil Structural Land Surveying " Because Better Matters " HARWICH 2 E03 GROUNDING DETAILS EPA-Certified for 60 Hz Stationary Emergency Applications EPA certification not applicable at 50 Hz Ratings Range 60 Hz 50 Hz Standby: kW 53 44 kVA 53- 66 44- 55 Standard Features D Kohler Co. provides one-source responsibility for the generating system and accessories. D The generator set and its components are prototype-tested, factory-built, and production-tested. D The 60 Hz generator set offers a UL 2200 listing. D The generator set accepts rated load in one step. D The 60 Hz generator set meets NFPA 110, Level 1, when equipped with the necessary accessories and installed per NFPA standards. D A one-year limited warranty covers all generator set systems and components. Two- and five-year extended limited warranties are also available. D Alternator features: d The unique Fast-Responser X excitation system delivers excellent voltage response and short-circuit capability using a rare-earth, permanent magnet (PM)-excited alternator. d The brushless, rotating-field alternator has broadrange reconnectability. Model:KG50 190- 600 V Gas G4-280 (KG50) 6/20g Generator Set Ratings Natural Gas LP Gas130_C Rise 130_C Rise Standby Rating Standby Rating Alternator Voltage Ph Hz kW/kVA Amps kW/kVA Amps 4P8X 120/208 3 60 53/66 184 53/66 184 127/220 3 60 53/66 174 53/66 174 120/240 3 60 53/66 159 53/66 159 120/240 1 60 53/53 221 53/53 221 139/240 3 60 53/66 159 53/66 159 220/380 3 60 53/66 101 53/66 101 277/480 3 60 53/66 80 53/66 80 347/600 3 60 53/66 64 53/66 64 110/190 3 50 44/55 168 44/55 168 115/200 3 50 44/55 159 44/55 159 120/208 3 50 44/55 153 44/55 153 110/220 3 50 44/55 145 44/55 145 110/220 1 50 44/44 200 44/44 200 220/380 3 50 44/55 84 44/55 84 230/400 3 50 44/55 80 44/55 80 240/415 3 50 44/55 77 44/55 77 4P10X 120/208 3 60 53/66 184 53/66 184 127/220 3 60 53/66 174 53/66 174 120/240 3 60 53/66 159 53/66 159 120/240 1 60 53/53 221 53/53 221 139/240 3 60 53/66 159 53/66 159 220/380 3 60 53/66 101 53/66 101 277/480 3 60 53/66 80 53/66 80 347/600 3 60 53/66 64 53/66 64 110/190 3 50 44/55 168 44/55 168 115/200 3 50 44/55 159 44/55 159 120/208 3 50 44/55 153 44/55 153 110/220 3 50 44/55 145 44/55 145 110/220 1 50 44/44 200 44/44 200 220/380 3 50 44/55 84 44/55 84 230/400 3 50 44/55 80 44/55 80 240/415 3 50 44/55 77 44/55 77 4Q8X 120/240 1 60 53/53 221 53/53 221 110/220 1 50 44/44 200 44/44 200 4Q10X 120/240 1 60 53/53 221 53/53 221 110/220 1 50 44/44 200 44/44 200 RATINGS: All three-phase units are rated at 0.8 power factor. All single-phase units are rated at 1.0 power factor.Standby Ratings:The standby rating is applicable to varying loads for the duration of a power outage. There is no overload capability for this rating. Ratings are in accordance with ISO-8528-1 and ISO-3046-1. For limited running time and continuous ratings, consult the factory. Obtain technical information bulletin (TIB-101) for ratings guidelines, complete ratings definitions, and site condition derates. The generator set manufacturer reserves the right to change the design or specifications without notice and without any obligation or liability whatsoever. For dual fuel engines, use the natural gas ratings for both the primary and secondary fuels. G4-280 (KG50) 6/20g Alternator Specifications Specifications Alternator Manufacturer Kohler Type 4-Pole, Rotating-Field Exciter type Brushless, Rare- Earth Permanent Magnet Leads: quantity, type 4P8X, 4P10X 12, Reconnectable 4Q8X, 4Q10X 4, 110- 120/220- 240 V Voltage regulator Solid State, Volts/Hz Insulation: NEMA MG1 Material Class H Temperature rise 130_C, Standby Bearing: quantity, type 1, Sealed Coupling Flexible Disc Amortisseur windings Full Voltage regulation, no-load to full-load Controller Dependent One-step load acceptance 100% of Rating Unbalanced load capability 100% of Rated Standby Current Peak motor starting kVA: (35% dip for voltages below) 480 V, 400 V 4P8X (12 lead) 255 (60 Hz), 215 (50 Hz) 480 V, 400 V 4P10X (12 lead) 275 (60 Hz), 220 (50 Hz) 240 V, 220 V 4Q8X (4 lead) 240 V, 220 V 4Q10X (4 lead) 120 (60 Hz), 96 (50 Hz) 144 (60 Hz), 121 (50 Hz) D The unique Fast-Responser X excitation system delivers excellent voltage response and short-circuit capability using a rare-earth, permanent magnet (PM)-excited alternator. D The brushless, rotating-field alternator has broadrange reconnectability. D NEMA MG1, IEEE, and ANSI standards compliance for temperature rise and motor starting. D Sustained short-circuit current of up to 300% of the rated current for up to 10 seconds. D Sustained short-circuit current enabling downstream circuit breakers to trip without collapsing the alternator field. D Self-ventilated and dripproof construction. Application Data Engine Engine Specifications 60 Hz 50 Hz Manufacturer Kohler Engine: model, type KG6208 6.2 L Natural Aspiration Cylinder arrangement V-8 Displacement, L (cu. in.) 6.2 (378) Bore and stroke, mm (in.) 101.6 x 95.25 (4.00 x 3.75) Compression ratio 10.5:1 Rated rpm 1800 1500 Max. power at rated rpm, kW (HP) 77.0 (103) 64.3 (86) Cylinder head material Cast Aluminum Piston type and material High Silicon Aluminum Crankshaft material Cast Iron Valve (exhaust) material Forged Steel Governor type Electronic Frequency regulation, no-load to full-load Isochronous Frequency regulation, steady state r1.0% Frequency Fixed Air cleaner type, all models Dry Exhaust Exhaust System 60 Hz 50 Hz Exhaust manifold type Dry Exhaust flow at rated kW, m3/min. (cfm) 11.7 (414) 9.8 (345) Exhaust temperature at rated kW, dry exhaust,_C (_F)677 (1250) Maximum allowable back pressure, kPa (in. Hg)10.2 (3.0) Exhaust outlet size at engine hookup, mm (in.)76 (3.0) OD Engine Electrical Engine Electrical System 60 Hz 50 Hz Ignition system Electronic, Distributor Ignition system Electronic Battery charging alternator: Ground (negative/positive) Negative Volts (DC) 12 Ampere rating 130 Starter motor rated voltage (DC) 12 Battery, recommended cold cranking amps (CCA): Qty., rating for - 18_C (0qF)1, 630 Battery voltage (DC) 12 Fuel Fuel System 60 Hz 50 Hz Fuel type Natural Gas, LP Gas, or Dual Fuel Fuel supply line inlet 1 NPTF Natural gas fuel supply pressure, kPa (in. H2O)1.74- 2.74 (7-11) LPG vapor withdrawal fuel supply pressure, kPa (in. H2O)1.24- 2.74 (5-11) Dual fuel engine, LPG vapor withdrawal fuel supply pressure, kPa (in. H2O)1.24 (5) Fuel Composition Limits *Nat. Gas LP Gas Methane, % by volume 90 min.— Ethane, % by volume 4.0 max. — Propane, % by volume 1.0 max. 85 min. Propene, % by volume 0.1 max. 5.0 max. C4 and higher, % by volume 0.3 max. 2.5 max. Sulfur, ppm mass 25 max. Lower heating value, MJ/m3 (Btu/ft3), min.33.2 (890) 84.2 (2260) * Fuels with other compositions may be acceptable. If your fuel is outside the listed specifications, contact your local distributor for further analysis and advice. G4-280 (KG50) 6/20g Lubrication Lubricating System 60 Hz 50 Hz Type Full Pressure Oil pan capacity, L (qt.)w 5.7 (6.0) Oil pan capacity with filter, L (qt.)w 7.1 (7.5) Oil filter: quantity, type w 1, Cartridge w Kohler recommends the use of Kohler Genuine oil and filters. Cooling Radiator System 60 Hz 50 Hz Ambient temperature,_C (_F) *50 (122) Engine jacket water capacity, L (gal.) 7.3 (1.93) Radiator system capacity, including engine, L (gal.)20.8 (5.5) Engine jacket water flow, Lpm (gpm) 129 (34.1) 108 (28.5) Heat rejected to cooling water at rated kW, dry exhaust, kW (Btu/min.)61.7 (3510) 53.3 (3030) Water pump type Centrifugal Fan diameter, including blades, mm (in.) 533 (21) Fan, kWm (HP) 2.2 (2.9) 1.3 (1.7) Max. restriction of cooling air, intake and discharge side of radiator, kPa (in. H2O)0.125 (0.5) * Enclosure with enclosed silencer reduces ambient temperature capability by 5_C (9_F). Operation Requirements Air Requirements 60 Hz 50 Hz Radiator-cooled cooling air, m3/min. (scfm)[136 (4800)113 (4000) Combustion air, m3/min. (cfm) 4.6 (163) 3.9 (136) Heat rejected to ambient air: Engine, kW (Btu/min.) 30.9 (1760) 26.5 (1510) Alternator, kW (Btu/min.) 7.7 (440) 6.9 (390) [Air density = 1.20 kg/m3 (0.075 lbm/ft3) Fuel Consumption ]60 Hz 50 Hz Natural Gas, m3/hr. (cfh) at % load Standby Ratings 100%24.9 (879)20.4 (721) 75% 19.7 (696) 14.8 (524) 50% 13.9 (490) 9.8 (345) 25% 7.9 (277) 5.8 (204) LP Gas, m3/hr. (cfh) at % load Standby Ratings 100%9.5 (337)8.5 (300) 75% 7.6 (267) 5.7 (199) 50% 5.1 (178) 4.2 (146) 25% 3.2 (113) 2.7 (96) ]Nominal fuel rating: Natural gas, 37 MJ/m3 (1000 Btu/ft.3) LP vapor, 93 MJ/m3 (2500 Btu/ft.3) LP vapor conversion factors: 8.58 ft.3 = 1 lb. 0.535 m3 = 1 kg. 36.39 ft.3 = 1 gal. Controllers APM402 Controller Provides advanced control, system monitoring, and system diagnostics for optimum performance and compatibility. D Digital display and menu control provide easy local data access D Measurements are selectable in metric or English units D Remote communication thru a PC via network or serial configuration D Controller supports Modbusr protocol D Integrated hybrid voltage regulator with r0.5% regulation D Built-in alternator thermal overload protection D NFPA 110 Level 1 capability Refer to G6-161 for additional controller features and accessories. Overall Size, L x W x H, mm (in.): Wide Skid 2200 x 1040x 1170 (86.6 x 40.9 x 46.1) Narrow Skid 2200 x 864 x 1170 (86.6 x 34.0 x 46.1) Weight (radiator model), wet, kg (lb.): 862 (1900) ¤2018, 2019 by Kohler Co. All rights reserved. DISTRIBUTED BY: Dimensions and Weights NOTE: This drawing is provided for reference only and should not be used for planning installation. Contact your local distributor for more detailed information. H W L G4-280 (KG50) 6/20g Standard Features D Alternator Protection D Battery Rack and Cables D Electronic, Isochronous Governor D Gas Fuel System (includes fuel mixer, electronic secondary gas regulator, gas solenoid valve, and flexible fuel line between the engine and the skid-mounted fuel system components) D Integral Vibration Isolation D Local Emergency Stop Switch D Oil Drain Extension D Operation and Installation Literature Available Options Approvals and Listings -CSA Approval -IBC Seismic Certification -UL 2200 Listing -Hurricane Rated Enclosure Enclosed Unit -Sound Enclosure (with enclosed critical silencer) -Weather Enclosure (with enclosed critical silencer) Open Unit -Exhaust Silencer, Critical (kit: PA-352663) -Flexible Exhaust Connector, Stainless Steel Fuel System -Dual Fuel NG/LPG (automatic changeover) -Flexible Fuel Line (required when the generator set skid is spring mounted) -Fuel Filter Kit Controller -Common Fault Relay -Two Input/Five Output Module -Remote Annunciator Panel -Remote Emergency Stop -Run Relay -Manual Speed Adjust Cooling System -Block Heater, 1500 W, 110- 120 V Required for ambient temperatures below 10qC (50qF) -Radiator Duct Flange Electrical System -Alternator Strip Heater -Battery -Battery Charger -Battery Charger Temperature Compensation -Battery Heater -Line Circuit Breaker (NEMA1 enclosure) -Line Circuit Breaker with Shunt Trip (NEMA1 enclosure) Miscellaneous -Air Cleaner Restrictor Indicator -Certified Test Report -Engine Fluids (oil and coolant) Added -Rated Power Factor Testing -Rodent Guards -Open Unit Accessory Kit (stone guards, radiator duct flange, flexible exhaust) Literature -General Maintenance -NFPA 110 -Overhaul -Production Warranty -2-Year Basic Limited Warranty -5-Year Basic Limited Warranty -5-Year Comprehensive Limited Warranty Other Options -_______________________________________________ -_______________________________________________ -_______________________________________________ -_______________________________________________ -_______________________________________________ -_______________________________________________ -_______________________________________________ -_______________________________________________ KOHLER CO., Kohler, Wisconsin 53044 USA Phone 920-457-4441, Fax 920-459-1646 For the nearest sales and service outlet in the US and Canada, phone 1-800-544-2444 KOHLERPower.com Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 www.brewster-ma.gov MEMORANDUM To: Select Board From: Erika Mawn, Executive Assistant RE: Matt McDermott- Inn Holder License Application Date: March 20, 2024 The Town Manager’s office received an application for a new Inn Holder License for the property located at 618 Main Street. This property previously operated as Michael’s Cottages, who held an Inn Holder’s License since 2016. The new owner, Matt McDermott of McDermott Properties LLC, purchased the property in October 2023 and intends on operating the same type of business, short-term vacation rentals. As part of the administrative process, the application has been shared with various Department Heads for their feedback and comment. Mr. McDermott has contacted the Building and Health Departments to verify there are no outstanding issues with the property. There are also no outstanding tax payments per the Tax Collector’s Office. There is a scheduled inspection by the Fire Prevention Officer on March 28, 2024, the license is contingent on passing the inspection and being in compliance with Fire Code requirements. If approved the Inn Holder’s License will be valid from March 25, 2024, until December 31, 2024. The owner will need to renew this license each year in the month of November through the Town Manager’s office. Office of: Select Board Town Manager Town of Brewster 2198 Main Street Brewster, MA 02631 Phone: (508) 896-3701 Website: www.brewster-ma.gov KO *►: �< • 19.160\\� Office of Select Board Town Manager Application Fees: S50 APPLICATION FOR INN HOLDER/LODGING HOUSE LICENSE Application must be submitted at least 4 weeks prior to the date of the event. Following submission of a completed application and payment, the request will be placed on a Select Board meeting agenda for review. Submit to Town Manager's office or licensesg,brewster-ma.gov. Section 1: Applicant Information Applicant's Name: Mhtf An -a)60-4(4011 Applicant's Address: Telephone # and Email Address• • section L: ISUSlness Iiiiin Inauvu Name of Business and Federal ID #: Pqeiwar PooPz-rt > 93 - 359055F , Address of Business: bif onto S7. ggrws-C62 /1.0- v 1610 lt Description and Purpose of Building Use Sfire-7 "7-124,14 VA -e..417014 /2- U14- L5 Number of Rooms: 7 Occupancy at Capacity: /¢ Please submit the following with your application: • Copy of lease or deed • Copy of floor plan • Copy of Business Structure Documents (Articles of Organization, LLC Agreement, Partnership Agreement, Business Certificate) Applicant Signature: Date: ite(v Revised March 2023 N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y N O T N O T A N A N O F F I C I A L O F F I C I A L C O P Y C O P Y 0 2 —h-- ruT IIo,eutoye 4e---11-" NIN. - '/ iZ 1s L. t- U► -41 -r - • ir- 17 ' G 1-, "A' w+ 1%' op I/e''c' V2-" wr .'*tlrr 5'flv 4 •-r iN 4,4 Go i ,T Ibl Li; OF ro I 1 EA- 121.1 2� of '/e. -rb /2 11 V,da<_ L, co� I1.4 Duf 1. 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F r L.-- I<x Iii .PctDL-6 IE: {` f WArrEi . 4P,.R•,/ C. l51Y.Kst OR. v.) rrMl 5e.v46ie ,1 Hart ,A r erm SFAL- r, ,4r Ben+ smckev' , NDT5: 'VP di Ut-0sU ITOt i 4' 4pl4ND . & r Asa,of «',TEM Ba LE -'.4 ARP —A. ',Wit-- eW sorrE,w OF ZEN/le/Er, ldG.4►-i'1oN1 VLFRI I1M0 r4- .. 4A% -4E Ath 114 *4 I l.vLu S L4►P &Ts- fz42 '.�-►,.-� > E -F J 1h To 744-1 1 1 i lit a t Fa'R; kJ D ICJ l_ I k.4 r 17F4 42. iZ F}.�T APE C11�-1 .}:�-I r. rCa U�IL E►-lUI - L.dµi7 SuF�v � U�� Z V; ► 0" 241, q 1 rr , iu,?"oSE ? w,d1Ttc-Fr 45a, Z.v 1 c --a- N orE Rev I O . 421 • q 1 5'4 9 E 1 " W' L :1,4 I[.r+ 44.1 1 eaLa- Lszs�Tr v�,J TOWN OE BREWSTER ;-198 -WAIN STREET BREWSTER, MA 02631 FHONE: (5U8)8%r"37Qi EXT 1120 FAX: ( O8) 896 -45Th OFFICE OF DFYA WNW; / ADI)FNDUM TO SEPTIC INSPE(mON REP OR'i InspectionLocation: __41,V. 4I s R emi tten t:l 3 1'f' i, pr.r i y of rooms Bedrooms Famity. Rooms Living,, Rooms Bathrooms Dilfmg Rtxalt:s K itcher. Other ems Total: I U'3 F1u i Plan: Sfsvvi..1 his rs "itch, in:.bastmcnt; V mop T Arcci: 7 CoI m iai ?roper -I.' Employees Toilets Rooms with bath F," f:a.re Feet 1 # i i_� tl Is the ser.lio system. as instected, it rJ cornpI;anf 1. wilt, either Int ; ) or i If mil HS" Git�ICit 5:___ "-- --- 4. is the systcn° in 1 Z. Zoe 11 �Wellhe Protection Area) Yes N;. Lrit Sim: www TOWN MEWCrER.MA US • • p \,llf+/C/2,w1 • hf o6 fAktit/A/6-Kool • • p5 IbeZw Co T-7' ' B OT H icio)q 1011)a F. 1 t) kV=. e)cot NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CORPORATIONS, STATE RECORDS AND UNIFORM COMMERCIAL CODE FILING RECEIPT ENTITY NAME :MCDERMOTT PROPERTIES, LLC DOCUMENT TYPE :ARTICLES OF ORGANIZATION ENTITY TYPE :DOMESTIC LIMITED LIABILITY COMPANY DOS ID :7083723 FILE DATE :09/19/2023 FILE NUMBER :230919003801 TRANSACTION NUMBER :202309190003894-2447557 EXISTENCE DATE :09/19/2023 DURATION/DISSOLUTION :PERPETUAL COUNTY :DUTCHESS SERVICE OF PROCESS ADDRESS :INC AUTHORITY RA 42 BROADWAY, FL. 12-200, NEW YORK, NY, 10004, USA ELECTRONIC SERVICE OF PROCESS EMAIL ADDRESS :MATTHEWMCDERMOTT70@GMAIL.COM REGISTERED AGENT :INC AUTHORITY RA 42 BROADWAY, FL. 12-200, NEW YORK, NY, 10004, USA FILER :MATTHEW MCDERMOTT 4 HIGH POINT DR., POUGHKEEPSIE, NY, 12603, USA You may verify this document online at :http://ecorp.dos.ny.gov AUTHENTICATION NUMBER :100004334254 TOTAL FEES:$210.00 FILING FEE:$200.00 CERTIFICATE OF STATUS:$0.00 CERTIFIED COPY:$10.00 COPY REQUEST:$0.00 EXPEDITED HANDLING:$0.00 TOTAL PAYMENTS RECEIVED:$210.00 CASH:$0.00 CHECK/MONEY ORDER:$0.00 CREDIT CARD:$210.00 DRAWDOWN ACCOUNT:$0.00 REFUND DUE:$0.00 I hereby certify that the annexed copy for MCDERMOTT PROPERTIES, LLC, File Number 230919003801 has been compared with the original document in the custody of the Secretary of State and that the same is true copy of said original. STATE OF NEW YORK DEPARTMENT OF STATE WITNESS my hand and official seal of the Department of State, at the City of Albany, on September 19, 2023. Brendan C. Hughes Executive Deputy Secretary of State Authentication Number: 100004334255 To Verify the authenticity of this document you may access theAuthentication Number: 100004334255 To Verify the authenticity of this document you may access theAuthentication Number: 100004334255 To Verify the authenticity of this document you may access theAuthentication Number: 100004334255 To Verify the authenticity of this document you may access the Division of Corporation's Document Authentication Website at Division of Corporation's Document Authentication Website at Division of Corporation's Document Authentication Website at Division of Corporation's Document Authentication Website at http://ecorp.dos.ny.govhttp://ecorp.dos.ny.govhttp://ecorp.dos.ny.govhttp://ecorp.dos.ny.gov ARTICLES OF ORGANIZATION OF MCDERMOTT PROPERTIES, LLC Under Section 203 of the Limited Liability Company Law THE UNDERSIGNED; being a natural person of at least eighteen (18) years of age, and acting as the organizer of the limited liability company hereby being formed under Section 203 of the Limited Liability Company Law of the State of New York certifies that: FIRST: The Name of the limited liability company is: MCDERMOTT PROPERTIES, LLC SECOND: The county, within this state, in which the office of the limited liability company is to be located is DUTCHESS THIRD: The Secretary of State is designated as agent of the limited liability company upon whom process against the limited liability company may be served. The post office address to which the Secretary of State shall mail a copy of any process against the limited liability company served upon the Secretary of State by personal delivery is: INC AUTHORITY RA 42 BROADWAY, FL. 12-200 NEW YORK, NY 10004 The email address to which the Secretary of State shall email a notice of the fact that process against the limited liability company has been served electronically upon the Secretary of State is: MATTHEWMCDERMOTT70© EMAIL. COM FOURTH: The limited liability company designates the following as its registered agent upon whom process against it may be served within the State of New York is: INC AUTHORITY RA 42 BROADWAY, FL. 12-200 NEW YORK, NY 10004 FIFTH: The limited liability company is to be managed by: One or more managers SIXTH: The existence of the limited liability company shall begin upon filing of these Articles of Organization with the Department of State. SEVENTH: The limited liability company shall have a perpetual existence. Filed with the NYS Department of State on 09/19/2023 Filing Number: 230919003801 DOS ID: 7083723 I certify that I have read the above statements, I am authorized to sign these Articles of Organization, that the above statements are true and correct to the best of my knowledge and belief and that my signature typed below constitutes my signature. MATTHEW MCDERMOTT (Signature) MATTHEW MCDERMOTT, ORGANIZER 4 HIGH POINT DR. POUGHKEEPSIE, NY 12603 Filed by: MATTHEW MCDERMOTT 4 HIGH POINT DR. POUGHKEEPSIE, NY 12603 Filed with the NYS Department of State on 09/19/2023 Filing Number: 230919003801 DOS ID: 7083723 Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 www.brewster-ma.gov MEMORANDUM To: Select Board From: Erika Mawn, Executive Assistant RE: Renewal of Seasonal Liquor Licenses Date: March 19, 2024 Each year in March, the Alcoholic Beverages Control Commission (ABCC) requires the Town of Brewster to complete the Seasonal Liquor License renewal process. This is a two-step process that first requires the current licensees to sign their retail license renewal for 2024 and submit their liquor liability insurance certificate and payment. Then the Local Licensing Authority holds a public hearing to review and approve the renewals which are contingent on compliance with all other local permitting and regulations. There are a total of five establishments that have completed the requirements: Seasonal General On-Premises Wines and Malt Beverages License 2740 Main Street Holdings LLC d/b/a the Beach House Spa Seasonal General On-Premises All Alcoholic Beverages License Cape Cod National Golf Club LLC Seasonal Restaurant All Alcohol Beverages License Roberts Inc., d/b/a Cobies Fishack Corp. d/b/a J.T.s Seafood Restaurant Brewster Pico LLC, d/b/a Pico’s Taco Shack Breakwater Lobster and Fish Market has not renewed their Seasonal Liquor License for 2024. The property sold in October 2023, the new owners have been in touch with the Town Manager’s office and will submit a new Seasonal Liquor License in the coming months. As part of the application process, the Town Manager’s office placed an advertisement in the local paper and requested Department Heads to provide their feedback and comments about the renewals. The Police Department has no issues and there have been no complaints regarding any of the above-listed business relative to the service of alcohol. There are no outstanding tax payments with any of the businesses and the Building Department along with the Fire Prevention Officer have completed all inspections. For those licenses that are approved by the Local Licensing Authority, the renewal applications and supporting documentation will be submitted to the ABCC no later than April 15, 2024. Seasonal Liquor Licenses will be issued to the manager of record and will be valid from April 1, 2024, through December 31, 2024. Office of: Select Board Town Manager Commonwealth Of Massachusetts Alcoholic Beverages Control Commission Jean M. Lorizio, Esq. Commission Chairman License Number: 07778 -RS -0134 2024 Retail License Renewal Municipality: BREWSTER License Name : Brewster Pico LLC License Class: Seasonal DBA : Pico'S Taco Shack License Type: Restaurant Premise Address: 239 Underpass Road Brewster, MA 02631 License Category: All Alcoholic Beverages Manager: Bernardo P. Macedo I hereby certify and swear under penalties of perjury that: 1. I am authorized to sign this renewal pursuant to M.G.L. Chapter 138; 2. The renewed license Is of the same class, type, category as listed above; 3. The licensee has compll • with all laws of the Commonwealth relating to taxes; and 4. The premises are � open for business (if not, explain below). 0 (5/2ns2I ignature Date � t t (I /iac ('1 ) Printed Name Q-0-� Titl Additional Information: Please sign this form only in the month of March and return to your Local Licensing Authority. 0 TELEPHONE: (617)727-8040 FAX: (617)727-1258 http://www.mass.gov/abec Jean M. Lorizio, Esq. Commission Chairman License Number: License Name : DBA: Premise Address: Manager: Commonwealth Of Massachusetts Alcoholic Beverages Control Commission 2024 Retail License Renewal 00034 -GP -0134 Cape Cod National Golf Club LLC Cape Cod National Golf Club 174 South Orleans Road Brewster, MA 02631 Michael S. Walker Municipality: BREWSTER License Class: Seasonal License Type: General On -Premises License Category: All Alcoholic Beverages I hereby certify and swear under penalties of perjury that: 1. I am authorized to sign this renewal pursuant to M.G.L. Chapter 138; 2. The renewed license is of the same class, type, category as listed above; 3. The licensee has complied with all laws of the Commonwealth relating to taxes; and 4. The premises are now open for business (if not, explain below). it" ---10,.L., 31 K 134 Signature °c‘.tltu.\ WicAlicr Printed Name Date tt 3v5' ANT X GtAec�1 }'lt .se(" Title Additional Information: Please sign this form only in the month of March and return to your Local Licensing Authority. TELEPHONE: (617)727-3040 FAX: (617)727-1258 http://www.mass.gov/abcc ,''D r-2_.:, t'l zWo e,5 Printed ame Jean M. Lorizio, Esq. Commission Chairman Commonwealth Of Massachusetts Alcoholic Beverages Control Commission 2024 Retail License Renewal License Number: 00037 -RS -0134 License Name : Fishack Corp DBA : J Ts Seafood Restaurant Premise Address: 2689 Main Street Brewster, MA 02631 Manager: George S Noyes Municipality: BREWSTER License Class: Seasonal License Type: Restaurant License Category: All Alcoholic Beverages I hereby certify and swear under penalties of perjury that: 1. I am authorized to sign this renewal pursuant to M.G.L. Chapter 138; 2. The renewed license is of the same class, type, category as listed above; 3. The licensee has complied with all laws of the Commonwealth relating to taxes; and The premises are now open for business (if not, explain below). 3- b 7- 202 Date Prey id n -1 -- Title Additional Information: Op 5 i --kti€ 2DZI se(Sor . Please sign this form only in the month of March and return to your Local Licensing Authority. TELEPHONE: (617)727-3040 FAX: (617)727-1258 httpi/www.mass.gov/abcc Jean M. Lorizio, Esq. Commission Chairman Commonwealth Of Massachusetts Alcoholic Beverages Control Commission 2024 Retail License Renewal License Number: 03311 -GP -0134 License Name : 2740 Main Street Holdings LLC DBA : Beach House Spa Municipality: BREWSTER License Class: Seasonal License Type: General On -Premises Premise Address: 2740 Main Street Brewster, MA 02631 License Category: Wines and Malt Manager: Bryan Douglas Webb I hereby certify and swear under penalties of perjury that: 1. I am authorized to sign this renewal pursuant to M.G.L. Chapter 138; 2. The renewed license is of the same class, type, category as listed above; 3. The licensee has complied with all laws of the Commonwealth relating to taxes; and 4. The premises are now open for business (if not, explain below). Signature �JY LAAA/ V V 2 i'/ J Printed Name Title Additional Information: Please sign this form only in the month of March and return to your Local Licensing Authority. TELEPHONE: (617)727-3040 FAX: (617)727-1258 http://wwwmass.gov/abcc Commonwealth Of Massachusetts Alcoholic Beverages Control Commission Jean M. Lorizio, Esq. Commission Chairman License Number: 05623 -RS -0134 License Name : ROBERTS INC DBA : Cobies 2024 Retail License Renewal Municipality: BREWSTER License Class: Seasonal License Type: Restaurant Premise Address: 3256-3260 Main St Brewster, MA 02631 License Category: All Alcoholic Beverages Manager: Robert A. Slavin hereby certify and swear under penalties of perjury that: 1. I am authorized to sign this renewal pursuant to M.G.L. Chapter 138; 2. The renewed license is of the same class, type, category as listed above; 3. The licensee has complied with all laws of the Commonwealth relating to taxes; and 4. he premises are now open for business (if not, explain below). L .ature A 3LATII) Printed Name fl l2 - tete,r, 24 - Da e Title O ,J,I'CYL Additional Information: Please sign this form only in the month of March and return to your Local Licensing Authority. 0 TELEPHONE: (617)727-3040 FAX: (617)727-1258 http://www.mass.gov/abcc Order Confirmation Not an Invoice Account Number:669892 Customer Name:Brewster Board Of Selectmen/Legals Customer Address: Brewster Board Of Selectmen/Legals 2198 Main ST Town of Brewster Brewster MA 02631-1852 Contact Name:Andreana Sideris Contact Phone: Contact Email: PO Number: Date:02/27/2024 Order Number:9896657 Prepayment Amount: $ 0.00 Column Count:1.0000 Line Count:90.0000 Height in Inches:0.0000 Print Product #Insertions Start - End Category NEO CAP Cape Codder 2 03/15/2024 - 03/22/2024 Govt Public Notices NEO wickedlocal.com 2 03/15/2024 - 03/22/2024 Govt Public Notices Total Cash Order Confirmation Amount Due $46.80 Service Fee 3.99%$1.87 Cash/Check/ACH Discount -$1.87 Payment Amount by Cash/Check/ACH $46.80 Payment Amount by Credit Card $48.67 As an incentive for customers, we provide a discount off the total order cost equal to the 3.99% service fee if you pay with Cash/Check/ACH. Pay by Cash/Check/ACH and save! Order Confirmation Amount $46.80 1/2 Ad Preview 2/2 CITY/TOWN:Town of Brewster 2024 00053-RS-0134 BreakwaterLobster&Fish Market, 235 Underpass Road 2024 2024 FY25 Operating Budget Cape Cod Tech Finance Committee Anthony Tullio –Wellfleet (chair) Norman Michaud -Yarmouth Stefan Galazzi –Orleans FY25 Enrollment by Town Enrollments Students FY25 Students FY24 Change Barnstable 181 193 -12 Brewster 51 53 -2 Chatham 20 13 7 Dennis 63 68 -5 Eastham 28 22 6 Harwich 76 69 7 Mashpee 55 50 5 Orleans 15 14 1 Provincetown 6 9 -3 Truro 11 11 0 Wellfleet 11 13 -2 Yarmouth 145 149 -4 Total 662 664 -2 FY25 Enrollment *Enrollment as of 10/1/2023 Student Enrollment Trend FY20 %FY21 %FY22 %FY23 %FY24 %FY25 % Barnstable 176 30.9% 194 31.5% 169 27.0% 186 28.5% 193 29.1%181 27.3% Brewster 36 6.1%29 4.7%41 6.5% 59 9.0% 53 8.0%51 7.7% Chatham 8 1.4%10 1.6%15 2.4%12 1.8%13 2.0%20 3.0% Dennis 68 11.6% 73 11.9% 73 11.7% 72 11.0% 68 10.2%63 9.5% Eastham 22 3.7%22 3.6% 23 3.7%18 2.8% 22 3.3%28 4.2% Harwich 67 11.4% 58 9.4%51 8.1%71 10.9% 69 10.4%76 11.5% Mashpee 45 7.7%48 7.8%44 7.0%48 7.3% 50 7.5%55 8.3% Orleans 9 1.5%12 1.9%13 2.1%11 1.7%14 2.1%15 2.3% Provincetown 11 1.9%14 2.3%11 1.8%7 1.1%9 1.4%6 0.9% Truro 6 1.0%6 1.0%11 1.8%9 1.4%11 1.7%11 1.7% Wellfleet 12 2.0%13 2.1%16 2.6%12 1.8%13 2.0%11 1.7% Yarmouth 110 18.7% 137 22.2% 159 25.4% 148 22.6% 149 22.3%145 21.9% 570 616 626 653 664 662 Six Year History The FY25 Budget Fiscal Year Budget FY19 1.44 % FY20 0.96 % FY21 2.76%/1.34% FY22 1.99% FY23 1.99% FY24 3.86% 4.38% $17,484,000 An increase of $734,000 over the FY24 Budget Where Does the Money Come From? FY25 Revenue Sources Assessments $ 12,694,000 State Aid $ 3,975,000 Local Revenue $ 815,000 Revenue Source vs. The Operating Budget Revenue Source vs. The Operating Budget Fiscal Year Operating Budget State Aide Assessments Local Revenue 2017 14,459,000 2,466,487 11,844,513 148,000 2018 14,732,000 2,538,847 12,043,153 150,000 2019 14,944,000 2,634,067 12,159,933 150,000 2020 15,087,000 2,659,133 12,137,867 290,000 2021 15,504,000 2,699,147 12,464,853 340,000 2021 15,289,584 2,193,718 12,137,867 958,000 2022 15,812,000 2,699,147 12,647,853 465,000 2023 16,127,000 2,753,137 12,708,963 665,000 2024 16,750,000 3,593,921 12,491,079 665,000 2025 17,484,000 3,975,000 12,694,000 815,000 What is the Money Used For? WHAT IS THE MONEY FOR? Building Leadership $447,301 2.6% Teachers Salaries $6,143,401 35.1% Retirement $516,839 3.0% Insurance Benefits $1,962,239 11.2% Library $67,954 0.4% Retiree Benefits $1,005,107 5.7% Educational Materials $227,750 1.3% Guidance $605,315 3.5% Transportation $895,000 5.1% Support Services $1,637,675 9.4% Administration $1,066,938 6.1% General Insurance $305,126 1.7% Plant Operations $1,613,157 9.2% District-Wide Supervision $495,196 2.8% Capital Requirements $495,000 2.8% $17,484,000 Principal Interest Total P&I 2020 2,935,000 4,682,300 7,617,300 2021 3,320,000 2,940,700 6,260,700 2022 3,485,000 2,770,575 6,255,575 2023 3,485,000 2,596,325 6,081,325 2024 3,485,000 2,422,075 5,907,075 2025 3,485,000 2,247,825 5,732,825 2026 3,485,000 2,073,575 5,558,575 2027 3,485,000 1,899,325 5,384,325 2028 3,485,000 1,725,075 5,210,075 2029 3,485,000 1,550,825 5,035,825 2030 3,485,000 1,376,575 4,861,575 2031 3,485,000 1,202,325 4,687,325 2032 3,485,000 1,045,500 4,530,500 2033 3,485,000 906,100 4,391,100 2034 3,485,000 766,700 4,251,700 2035 3,485,000 627,300 4,112,300 2036 3,485,000 487,900 3,972,900 2037 3,485,000 348,500 3,833,500 2038 3,485,000 209,100 3,694,100 2039 3,485,000 69,700 3,554,700 $68,985,000 $31,948,300 $100,933,300 In FY19 Cape Tech issued a Bond in the amount of $68,985,000 at 3.32% for 20 Years Fixed Principal FY25 Capital Debt Assessment Town of Barnstable $1,567,434 Town of Brewster $441,653 Town of Chatham $173,197 Town of Dennis $545,571 Town of Eastham $242,476 Town of Harwich $658,149 Town of Mashpee $476,292 Town of Orleans $129,898 Town of Provincetown $51,959 Town of Truro $95,258 Town of Wellfleet $95,258 Town of Yarmouth $1,255,679 $5,732,825 FY25 Operating Assessment (estimated) Town of Barnstable $3,224,845 Town of Brewster $1,025,821 Town of Chatham $402,282 Town of Dennis $1,267,190 Town of Eastham $563,196 Town of Harwich $1,546,671 Town of Mashpee $1,142,273 Town of Orleans $301,712 Town of Provincetown $120,685 Town of Truro $221,255 Town of Wellfleet $221,255 Town of Yarmouth $2,656,815 $12,694,000 FY25 Total Assessments (estimated) Town Capital Assessment Operating Assessment Total Barnstable $1,567,434 $3,224,845 $4,792,279 Brewster $441,653 $1,025,821 $1,467,474 Chatham $173,197 $402,282 $575,479 Dennis $545,571 $1,267,190 $1,812,761 Eastham $242,476 $563,196 $805,672 Harwich $658,149 $1,546,671 $2,204,820 Mashpee $476,292 $1,142,273 $1,618,565 Orleans $129,898 $301,712 $431,610 Provincetown $51,959 $120,685 $172,644 Truro $95,258 $221,255 $316,513 Wellfleet $95,258 $221,255 $316,513 Yarmouth $1,255,679 $2,656,815 $3,912,494 $5,732,825 $12,694,000 $18,426,825 In 2015, Cape Cod Tech joined the Plymouth County OPEB Trust, an IRC Section 115 multiple-employer, irrevocable trust program. The District has established a funding plan and is currently ahead of the funding schedule. Actuarial Accrued Liability (2023 GASB Audit) $15,879,972 Balance of OPEB Reserve $2,278,387 Proposed FY25 Funding $300,000 Net Position - Funding to Liability 14.35% THANK YOU! Cape Cod RegionalTechnical High School FY25 Budget - Revenue S t2,464,8s4 2,144,795 647,970 ) S 5 t2,G4t,as3 2,783,727 733,OL7 s s $ t2,7o8,864 2,942,32L 170,407 S S S L2,49t,o67 2,gss,92L 638,012 s S t2,694,ooo 7.62% 3,325,000 550,000 s s 5 t2o,97r 5 2,792,Loi 9,972 7,500 775,OOO 5 S S S 82,984 5 2,916,79g 3,811 38,365 400,000 s s S 5 t9,622 s 3,652,729 58,803 56,983 600,000 s 5 s S 3,593,933 15,000 50,000 500,000 s s 5 S 3,975,000 15,000 50,000 750,000 5 s 5 Assessments from Member Tow FY24 Assessment % lncreose ' Chapte, 70 State Aid ' Chapter. 71 Transportation Aid Local Revenue lnterest lncome Facility Rental Excess and Deficiency Transportation Stabilization Mass Medicaid Reimbursement U na nticipated Revenue Total Local Revenue Total State Aid State Aid S 525,160 S 745,408 s 665,000 S 815,ooo Total Revenue S r6,089,7s1 $ 17,Lo7,ooo S 16,750,000 S 17,484,000 Revenue FY21 Actual FY22 Actual FY23 Actual FY24 Budget FY25 Proposed S 913,443 $ 16,170,402 Cape Cod Regional Technical High School Description FY23 Actual FY24 Budget Expected Grant Funds 3 s11,2s0 4 So s3o,ooo 5 s 0 0 s2s,ooos80,000 s66,492 537,27s so s88,144 s20,000s2o,ooo 569,2s7 529,27s S61,841 511,2s0 51,200 s19,ooo s96,3os s19,000 s 1,200 s62,4s4 s1,186 ss6,906 so so s1,0s0 s22,rso s2o,ss3 s14,983 s18,ooo s18,ooo 11 s16,o0os31,80s s12,908 Slo,ooo 510,409 s13,878 s16,ooo s10,000 s17,s18 57,207 s43,363 52,923 s21,000s3o,ooo s3,000 s3,ooo 52,879 s3,132 51s,216 S1s,813 Ss,ooo sls,ooo sls,ooo ss,000 s20,130s18,4so s146,166 514s,702 s18,ooo 5137,399 22 s20,130 s74s,702 s42,3sO s130,728 s41,700 s136,334 s23,000 s143,3s2 s40,000 5143,3s2 540,000 s79j21 577,s81. 577,sa7 26 31 Severance Pay Longevity Retirement Annu ity lncentive Reserve for Unanticipated Expenses 5 Provision for Contract Negotiations 6 School Committee Supplies S1,soo 7 Dues & Subscriptions s12,682 Total District Expenses 197,949 L42,7t9 L20,22s zOL,L6L 253,899 9 10 Superintendent-Director ( 1) Secretary-supt.-Director ( 1)s78,s38 580,193 582,472 s8s,8s7 s8s,8s7 12 Advertising s6,430 13 Supt/Business Office Supplies s9,908 la Public Relations s1s,969 15 General Ex pense s 1,s30 16 District Dues/Subscriptions 52,829 Postage 52,373 19 20 Treasurer (1)517 ,7 47 2!Business Administrator (1)s134,397 Business Office Staff {2)s724,941- 23 Audit 2a Bookkeeper (1)572,264 57s,87 4 2s Negotiations So so Legal Services 57,6s2 s22,49O Total Finance and Administrative Services 399,34s ,191 2a 29 Director of Special Needs (1)S128,463 s131,3s4 Director of Technical Studies (1)s117,885 5120,s2030 Secretary to Tech Studies/Academic Coor s21,606 ss6,213 so s2O,s67 4,038 s2,ooo s12,000 ,765 s2,ooo s1s,000 ,765 sL36,137 561,437 s118,000 s140,8s0 s61,s64 s122,880 s140,8s0 s61,s64 5722,880 1. FY25 Budget - Proposed FY2L Actual FY22 Actual FY25 Proposed 1 2 5172,ss2 5183,133 S184,4S1 5209,479 5210,419 8 19 Total District Adm;n;51811sn Cape Cod Regional Technical High School FY25 Budget - Proposed FY23 Actual FY24 Budget FY22 ActualDescription s134,902 5734,902 44 4S Ssoo s1,s00 s1,s00 s3s,o63 s36,s7o s1s,960 So s36,s7o s3,000 5s2,747 So So ss1,69s so s3,s00 slo,ooo 5s2,141 L7 ,063 s84,78656 572,71.9 S1o,92o Slo,ooo s1,soo 58 s194,286 5193,787 5200,767 5200,767 Z2 Director of Curriculum (1)5L32,622 5727 ,2O4 s131,11s 33 coop coordinator (1)s30,2s9 s28,301 527 ,87s s32,000 s32,ooo 34 Technical Studies Supplies 5767 ss00 s394 s2,ooo s2,ooo 35 Curriculum Supplies & Software 57,22s 520 ss 26 s1,000 s1,000 36 Special Needs Director Travel 5200 So so so So Total District-wide Academic/v ocational 433,O27 464,LL3 75,484 5,196 495,196 38 39 Principal(1)5737,7t7 5t4o,t74 5743,647 5148,631 s148,631 40 Assistant Principal (1)s118,57s s110,000 511.2,7sO s116,696 574,6s7 s116,696 41 Secretary to Principal(1)5s4,s7 4 s68,034 57 7,707 574,6s7 a2 Attendance Clerk (.71)S3s,33o s3s,os8 43 Assistant Principal Secretary (.85)ss3,164 iso,427 Agenda Books So s4,2s3 Accreditation So a6 Principal'sSupplies 52,s73 52,967 53,818 54,000 47 MCAS Supplies so s1,063 52,o47 48 Assistant Principal Supplies 51,726 s2,O78 a9 Graduation Expense S8,so2 s1o,1ss 57,212 s8,ooo s8,000 50 Prin./AP Dues & Subscriptions s3,039 s2,soo 5284 s1,000 s1,000 51 Principal/AP Travel 5o So s2 Recognition Awards s2,76s 58,782 s4,602 ss,ooo s4,soo 53 Total School Building Leadershi 435,138 0,857 801 447,30L 54 s5 Network Engineer (1)s89,69s s91,713 s94,oo6 597,296 597,296 Technology Systems and Data Assistant (1)s86,694 s88,861 s91,977 597,971 Technology Contracted Services s2,3O2 S3,160 so s1,soo Technology Supplies s362 59 60 Total Buildin Technol t77 ,L45 s1o,oo0 2 FY2L Actual FY25 Proposed Expected Grant Funds so 57,424 5o So 5o 57 Cape Cod Regional Technical High School FY25 Budtet - Proposed Description FY21 Actual FY22 Actual FY23 Actual FY24 Budget FY25 Proposed Expected Grant Funds 5172,976 S160,094 70 s733,672 s129,990 5r43,O37 s163,2s4 76 so 81 s86,673 s184,4s0 5s67,424 s100,0s6.00 s186,1 76 ss09,948 5469,775 sss0,4s8 sss3,314 s144,8s1 s3s6,874 57s2,677 s3s8,869 5762,s74 s4ss,219 5161,213 5334,642 s338,290 s92,821 s349,908 s9s,129 s194,093 ss1s,931 ss3s,230ss21,198 5361,626 s187,3s2 5397,4?3 588,391 s9o,14s 51s3,830 s100,634 s 101,012 61 Auto Collision lnstructors (2)s1s4,191 s160,473 s169,916 577s,272 s179,s98 62 Auto Technology lnstructors (2)5159,747 s 16s,604 s181,472 s188,131 63 Carpentry Staff (2)s144,7 48 s1s0,842 S193,s39 51.98,324 64 Cosmetology lnstructors (2)S1s9,588 5166,606 S179,30s s187,160 s79s,O77 6s Culinary Arts Staff (3)s779,314 s182,898 s180,941 52s7,643 s254,156 65 DentalAssist. lnstructor (2)s1s8,882 s772,29O 577 4,662 5149,322 s1s8,s91 67 Electrical lnstructors (2)57s3,232 s1s9,8s7 sL7O,1.67 s163,362 5774,4s9 68 Gra phic Arts lnstructors (2)sr72,777 s178,363 s186,769 5192,764 s200,8s0 69 Health Technology lnstructors (3)s149,371 577a,277 s2s1,6s8 5263,697 s280,283 Horticulture lnstructors (2)s16s,792 s128,187 s 1s8,888 51.64,172 s 175,116 71 HVAC Staff (2)s186,900 5272,099 S2s2,869 s176,3s9 s184,160 72 lnformation Technology lnstructors (2)s140,694 Marine lnstructor (2)5762,942 s169,400 s148,302 sr61,708 s769,744 74 Plumbing lnstructor (2)s160,478 s166,871 s17s,9s1 s 190,s40 s198,s9s Art Teacher (1)ssg,787 s6s,423 s72,683 s7s,s38 s84,481 77 21st Century Skills (2)s169,804 5776,077 5170,550 5179,736 s184,148 78 English lnstructors (6)s482,196 s 468,916 s483,664 s469,808 s49s,03s 19 Health lnstructor (1)S49,378 ss3,s6s 5o So 80 Math lnstructors (6)ss19,436 Phys. Ed. lnstructors (2)s1ss,083 82 Science lnstructor (5)s364,s44 83 Social Studies lnstructor (4)s346,031 8a Spanish lnstructor (1) 85 Engineeri ng Technology lnstructors (2) 86 Special Needs lnstructor (7)s494,143 87 Special Needs lnclusion Specialist (1)s88,6oo s90,963 s92,719 598,260 88 Technology lnt. Specialist (1)587 ,s42 597,722 592,66e 598,s67 Literacy Coach (1)s89,3so 582,306 s87,084 578,260 580,634 s2o,ooo 5,42'1,473 5,581,005 5,577,365 6,L4?,40L 120,0565,814,683Total ln struction and Teaching Services90 91 3 89 Cape Cod Regional Technical High School FY25 Budget - Proposed FY22 Actual FY23 Actual FY2L Actual FY24 Budget Expected Grant FundsDescription s160,000 s47,282 s76,441. s93,s93 s6s,ooo 130,000130,000 s1,993 54,472 s3,441 s3oo ss00119 52,774 s1,s00 s 2,OO0s 1, s82 So 54,294 52,389 s1,7so so ss,o17 So s2,ooo 51,s00 s299 S1,628 92 Speech & Language Specialist (1)so so 93 Special Needs Cont. Service s82,s98 s76,439 94 Total Medical Th utic Services 82,598 76,439 723,72t 158,593 150,000 95 96 VocationalSubstitutes s46,186 576,439 $3s,22s s6s,000 56s,000 97 Academic Substitutes ss3,913 5777,377 s70,099 s6s,oo0 s6s,ooo 98 Total Substitutes 100,099 L93,756 705,324 99 1oo Auto Tech Aide (1)538,446 538,783 539,890 547,027 547,027 101 Graphic Arts Aide (1)s40,600 544,981 s44,872 s37,628 537,628 102 lnformation Technology Aide (1)s3s,114 s36,321 54s,927 539,229 539,229 103 Physical Education Aide (1)s38,469 s36,2s8 536,s32 531 ,628 s37,628 104 Special Needs Aides (6)564,O92 (qr rq7 s7O9,7 77 5720,327 sL1.2,327 s120,000 105 otal Paraprofessionals lnstructional Asst.2L6,727 208,645 276,934 275,840 267 ,840 120,000 106 LO1 Librarian (.84)519,746 ss6,499 5s7,s99 ssg,sog 560,954 108 Total Iibra 79,746 6,499 57 ,599 59,509 60,954 109 110 Professional Development s3s,79s s6s,648 s4s,000 ss3,ooo 111 Ll2 Course Reimbu rsement s18,74s s18,812 s2s,000 520,000 Curriculum Development s3ss 59,347', s9,2so s4,084 s4,000 s4,ooo 113 State Mandated Mentoring s8 ,ooo s8,87s s8,ooo s8,000 L14 Total Professional Develo nt 67 ,489 ,283 97 ,4t9 82,000 ,000 116 Auto Body Text & Subscriptions 5o so So So So 117 Auto Technol ogy Text & Subscriptions s2,ooo s2,000 118 Carpentry Texts & Subscriptions Cosmetology Texts & Subscriptions 120 Culinary Arts Texts & Subscriptions s44,947 121 Dental Assistant Texts & Subscri on5 So so 4 FY25 Proposed s23,339 + 115 S349 Cape Cod Regional Technical High School FY25 Budget - Proposed FY22 Actual FY23 Actual FY24 Budget FY25 Proposed Expected Grant Funds Lza 129 136 137 s8,oo0 u2 ElectricalTexts&Subscriptions So 57,761 So ssoo ss00 123 Graphic Arts Texts & Subscriptions 124 Health Technology Texts & subscriptions s14,8s6 ss,9s4 ss,1oo ss,ooo ss,000 125 Horticulture Texts & Subscriptions s1,200 s3,318 s1,000 s1,ooo s1,ooo 125 HVAC Texts & Subscri ptions s60 so s2s0 so r27 lnformation Technology Texts & Subscriptions s9o2 s4,s68 s2,263 s1,s00 s1,s00 Marine Mechanics Texts & Subscriptions s1,s23 s609 s19s ssoo sso0 Plumbing Texts & Subscriptions so so so ssoo 130 Engineering Texts & Subscriptions 5847 s1,000 ss00 Special Needs Texts & Subscriptions s3.198 5s,7 44 s2,soo s2,soo 132 English Texts & Subscriptions s 0 s2,s48 54,723 s2,s0o s2,s00 133 Math Texts & Subsciptions s 0 sloo so So so 134 Science Texts & Subscriptions 5 0 s7,1oo 5o s1,000 s1,ooo 13s Social St udies Texts & Subscriptions so s1s,74s s2,000 ss00 Spanish Texts & Subscriptions So s4,493 so So so Special Needs Dues s100 s3 7s 5100 s 2so 138 Library Books s7,s24 s3,s2o 54,s471' S3,9oo s3,soo s3,soo 139 Library Subscriptions 52,428 s866 s2,s00 s2,soo 140 Total Textbooks & Subscriptions 35,622 72,425 42,826 30,050 28,250 L41 L42 School Paper Bid ss,ooo s2,936 s9,700 53,soo ss,ooo 143 Auto Body Supplies s11,9s1 s6,267 s1,oo2 s7,ooo s6,ooo r44 Auto Technology Supplies s3,636 s4,462 s4,000 s4,000 ras Carpentry Supplies S8,ooo 146 Cosmetology Supplies s1,9s8 53,267 s 11,s94 s3,2oo s4,000 147 Culinary Arts Supplies s44,734 546,62s s69,406 s2s,ooo s30,000 148 Dental Assistant Supplies s2,O24 s968 s2,826 s1,soo s1,s00 149 Electrical Supplies Ss,612 s16,321 s 13,481 s8,ooo s 10,000 1s0 Graphic Arts Supplies s9,000 s8,000 ss00 s1,941 54,709 1s1 Health Technology Supplies 52,8 44 54,247 54,61.2 s3,soo s4,s00 5 Description FY2I Actual s7s7 s3,177 so 50 So 131 s190 So s2s0 S3,076 s8,871 s14,983 5s,6s1 L 572,231 57,237 S7,s79l Cape Cod Regional Technical High School FY25 Budget - Proposed Description FY2I Actual FY22 Actual FY23 Actual FY24 Budget FY25 Proposed Expected Grant Funds LSz s4s4 s3,ss3 s6,s 18 59,136 519,196 520,744 s2o,o89 527,286 520.000 161 Special Needs Supplies 21st Century Skills Supplies 160 t62 EnBlish Supplies ss,s98 s123 so168 Spanish Supplies So 59,47 4 s200 so 16G Science Supplies 167 Social Studies Supplies L76 76,346 Horticu lture Supplies s19,333 s13,69s 52s,7O2 s14,000 sls,ooo 153 HVAC Supplies s29,986 534,722 52s,923 s2s,ooo s2s,000 154 lnformation Technology Supplies s2,000 s4,ooo 155 Marine Mechanics Supplies s12,346 sls,ooo s13,000 Plumbing Supplies s20,000 1s7 Exploratorysupplies 514,007 s9,000 S9,ooo 1s8 Engineering supplies s10,s82 s8,190 59,239 s10,000 s10.000 159 Safety Supplies / OSHA Training ss,868 574,929 s13,s13 s8,000 s10,000 s76s So s2,ss8 52,193 52,974 s2,8oo 52,800 183 Health Education Supplies 5107 52,s67 so so 164 Math Su pplies 58s9 s2,443 s1,s00 s1,000 16s Phys. Ed. Supplies so so S36 2 s1,ooo Ssoo s12,319 s4,s0o s6,ooo S96 S 500 ss0o 5o So 169 Art Supplies 54,327 ss,41s ss,o28 s4,s00 ss,ooo 170 Library Supplies s138 s987 ss 19 s1,ooo s1,Oo0 1?1 Total Educational Supplies zLA,4L5 252,Ot5 2A7 ,62L L94,200 206,500 172 173 Field Trips-Competitions s16,163 s46,891 57 7,484 s4s,000 174 Senior Project so 533 So SO s 0 L75 summer school s4,s84 5o So s 0 Tutoring & Credit Recovery s99o s91o s4,862 S3,ooo s3,ooo L77 Total Other lnstructional Services 21,737 47 ,834 ,000 51,000 L7A L79 Guidance Counselors (4)s318,099 s334,047 53s7,912 53s7,20s s371,37s 180 At Risk Counselor (1)s88,892 s93,8s6 s9s,718 s98,s67 s101,012 s116,128181 Guidance secretaries (2)s108,366 s110,s34 s111,040 s776,728 6 156 Ss,o17 s9,236 s1,188 s7,773 52,sOO s2,sOO so 50 s2oo 52oo So s689 548,000 So Cape Cod Regional Technical High School FY25 Budget - Proposed Description FY2L Actual FY22 Actual FY23 Actual FY24 Budget FY25 Proposed Expected Grant Funds 184 ss1,66s ss2,39o 5s,477 s3,soo s3,soo s4,ooo s21,840 s76,O62 L77 ,800 So so so s93,860 s8s,ooo 5o 5800,000 59s,000 So 536,s77 s1,380 s6,41s s7,s6s s22,979 s3,329 s7,000 s7,000 s7,oooss,882 5ss,so9 s46,000 182 Guidance 5u pplies s2,603 54,23s 51 ,410 s4,000 ss,000 183 Guidance Public Relations s6s6 s8,28s s11,187 s8,ooo s7,000 Dues & Subscriptions s2,3s 1 s1,166 53,6s6 s2,3oo 185 ELL Testing & Services S 1,611 s3,s93 186 Total Guidance and Counseli ng Services 52?',578 55,7L6 589,763 588,200 505,31s 147 188 Psychological Services sss,00s sss,ooo Sss,ooo 189 Total Ps ological Services 55,005 51,665 52,390 55,000 55,000 190 191 Nurse (2)s86,s98 s76,318 s83,694 s84,268 s170,300 192 Assistant to Nurse (1.)Ss,948 so So so so L94 Nurse's Supplies s2,038 s7 ,Or7 195 Total Health Services 94,584 ,834 92,67L 97,264 197 Basic Transportation s80s,s30 s820,1s4 5739,747 5800,000 198 Late Transportation 199 Special Needs Transportation So 52s,717 2oo Homeless Trans portation s11,348 so 201 Total Student Trans ortation ,774 92L,933 833,007 885,000 895,000 203 Transfer to School Lunch 526,ooo so So So So 204 Total Food Services 26,000 0 0 205 206 coaches s109,800 s151,854 s1s2,99s s 1s6,000 s1s6,000 207 Sports Clinics/Trainer ss04 531 ,s21 ss8,800 563,288 568,136 208 Officials s 209 Activity Staff 210 lce Time 56,723 54,879 s2,3oo 52,720 s2,ooo s2,soo 211 Game Transportation s 1s,823 542,O4O 24,OO0 s28,000 s6,000 sso,ooo 1 s0 s3,soo s3,soo s3,soor93 Medical Services 196 So 202 Cape Cod Regional Technical High School FY25 Budtet - Proposed FY2L Actual FY24 Budget FY25 ProposedDescription Expected Grant Funds 221 224 232 212 Athletic Supplies s12,00e s36,s60 s4s,976 s3s,000 540,000 213 Equipment Reconditioning s788 s3,364 s4,609 s4,000 s4,Oo0 214 Athletic Dues & Subscriptions s3,2ss ss,978 510,743 s6,soo s6,soo 2ts Totat Athtetic services 51s7,847 5311,589 5t74,42 0 s348,788 s36s,636 2L6 217 Advisors s34,ss4 s81,633 s81,633 2r8 Student Activities s6,24O 534,492 51.6,262 s28,ooo s28,oo0 219 Total other student Activities 40,794 LO3,728 77,7O9 109,633 109,533 220 221 Police Liason Officer s2o,ooo s20,000 222 After School Supervision s1s,107 527,239 511,000 S1s,000 Security 5224 s208 so So so Total School Securi 20,724 35,315 L,239 31,000 35,000 225 2zE custodians {6)s2s6,6s8 5249,729 s246,09s s31s,910 227 Contracted Services so s2s0 S364 s1,ooo 5 7,0 228 Custodial Supplies s38,000 s40,000 229 Custodial Clothing Allowance s8,618 s7,638 s8,s73 s6,000 s6,ooo 230 Total custodial services F307,384 I29 231 Heat for Building - Gas s137,690 5114,189 s130,01s s1ss,000 s160,000 213 Heat for Building - oil so SO so 5o SO 214 Total Heat of Building 137 ,690 L74,789 130,015 155,000 160,000 235 236 Telephone 521,910 S2t,O78 s26,388 s28,ooo s28,000 237 Water s8,042 5rs,424 s11,016 s9,ooo 238 Electricity s219,803 s311,480 s316,986 s349,000 s349,000 239 Gasoline s13,842 s14,ooo s14,000 240 Refuse Removal s30,079 s2s,610 s24,86s 52s,000 s2s,ooo s69,236 567,447 241 Total util Services 29L,726 395,669 393,O97 425,000 5,000 8 FY22 Actual FY23 Actual s20,000 So s20,000 s20,000 s323,274 542,108 s38,844 s42,ss9 s9,000 ss,832 s16,078 FY25 Budtet - Proposed Expected Grant Funds FY24 Budget FY25 ProposedDescription FY2L Actual FY22 Actual 243 Student Wages so S384 ss,s48 s4,s00 s4,s00 zaa croundskeeper (1)ss6,3ss sss,484 ssg,sso ssg,sso 245 Snow Removal s 22,O50 s20,100 59,600 s2s ,000 s2s,000 246 Grounds Supplies s31,sOs s23,76s s42,018 s28,000 s32,o0o Total Maintenance of Grounds S1osz12 T100;6o,t Srrz,os 0 S117.050 S121,050 245 249 Building & Grounds Supervisor (1)s101,719 s84,080 589/70 597,486 597,4A6 2s0 Maintenance Employees (2.3)5r2s,6s7 s143,866 s11s,749 s1s0,347 5tso,347 251 Maint. of Building Supplies s33,109 s42.s70 5s6,128 s4s,000 54s,ooo ss,000s1,ss7 s2,o9s s1,8oo s8,ooo 253 Emergency Services s49,399 5so,322 512,716 Ss0,000 54s,000 so 577,427 s9,066 s1s,000 512,000 s14,oo02ss Air Conditioning Cont. Serv So s13,239 s2o,13s s12,ooo 2s6 Building Contracted Services 539,904 584,612 S93,21s s80,000 s80,000 257 Total Maintenance of Buildi 3s1,345 438,210 399,179 57,833 ,833 25a 259 Maint. Equipment - Administration s60,482 561,063 Ss2,696 540,000 S4s,000 260 Maint. Equipment - Vocational 527 ,s86 513,722 522,s66 516,000 516,000 26L Maint. Equipment - Academic s4,o2s so so s3,000 s3,000 262 Maint. Equipment - Maintenance 513,449 512,390 s4,ss7 s13,000 s12,0oo 263 Maintenance of Vehicles s4,6O7 s14,888 s11,804 s16,ooo s12,ooo 264 265 Total Maintenance of E quipment @,623 s88,ooo s88,ooo 266 Barnstable County Retirement Assessment s541,453 5449,2O7 s469,80s ss37.343 ss16,839 267 268 Total Em p loyee Retirement 541,45?9,207 469,805 st7 ,34t s16,839 269 Employee Health lnsurance sr,27O,60r 51,447,067 5L,3O7,244 s7,s7t ,636 57,s72,749 270 Employee Dental lnsurance 5701,744 S118,8s9 S106,93s s98,001 594,7e7 s23,819 s1s,344 s23,4oo 520,280271 Em eLo Term Disability lns s18,sss s1s,000 9 Cape Cod Regional Technical High School FY23 Actual ss1,6s7 242 247 252 Electrical Contracted Service 2s4 Mechanical Contracted Services Cape Cod Regional Technical High School FY25 Budget - Proposed Description FY2L Actual FY22 Actual FY23 Actual FY24 Budget FY25 Proposed Expected Grant Funds s2t,737,L89 272 Employee Life lnsurance 51s142 5726,s64 517,s74 s16,009 524,13s 528,713 273 Medicare Tax s141,370 s743,322 s743,42O SI5O,OOO 274 Unemployment lnsurance s28,318 s26,262 s13,393 S32,OOO S2O,OOO 27s workers' Com p. lnsurance 568,?71 570,786 571,636 517,097 s7s,706 276 Retirees Hea Ith lnsurance s644,937 5639,737 5622,9c],. S631,8s4 5702,607 277 etireee Section 18 Penalty s 1,013 s2,830 s1,701 s2,soo s2,soo 2'ra OPEB Obligation sss0,000 s200,000 s2s0,000 s27s,000 5263,779 s300,000 5274,272279 Property & Liability lns s 188,3s0 s261.,32s 52sO,724 280 Excess Liabili ty lnsurance s11,198 5L4,s77 59,704 577,444 520,119 s20,119 281 Student lnsurance s1s,38s s 12,s10,24s s7O.444 282 Treasurer's Bond 5246 s3so s3s0 s3s0 53so 283 Total lnsurances 3,046,570 2,974,249 2,82t,690 3,174,137 t,272,472 15,000 244 285 Postage Meter s2,s84 s3,023 53,043 s2,998 52,998 246 Total Fixed Lease Charges s2,984 s2,998 52,9e8 s2,ee8 52,998 288 Building lm provement 569,372 568,078 S216,0ss S1s0,000 5200,000 s100,000289 New Equipment ss0,463 s60,8s7 s9s,331 SSO.OOO 2eo Technology Equip/Software s223,433 s84,s87 57s,46s S95,OOo 595,OOO 291 Replacement Equipment 584,060 s67,ssl s88,3s8 s90,000 s100,000 292 Total Fixed Assets 7 ,328 287,079 75,209 415,000 495,000 m rov e m e n t S ta b za o n F u n d s 24s,000 s 40,000.00 Tota rati n B a d c ap tal BudBet 29s Capital Debt Expense - Principal s t32opoo S 3,485,000 5 3,485,000 3,485,000 3,485,000 296 Capital Debt Expense - lnterest T z,94o,7oo 5 z,77o,s7s 5 2,s96,32s 2,422,O75 2,247,82s 2s7 Total Budget 522,062,500 522,037,24O s22,6s7,O75 523,216,82s 10 293 281 s 294 Archive d: Wednesday, March 20, 2024 2:45:25 PM From: POCCA CAPE COD M ail re ce ive d time : Wed, 20 Mar 2024 18:38:25 Se nt: Wed, 20 Mar 2024 14:37:17 To: Peter Lombardi Donna K alinick Erika Mawn Subje ct: Pesticide Reduction, Home Rule Petition Importance : Normal Se ns itivity: None Attachme nts : Home Rule Petition article.pdf; Res-23-12-Support-Orleans-Pesticide-Article-Adopted.pdf; FAQ's.pdf; SC-Cape-Pesticides- HRP-2024-02-20 copy.pdf; Dear Brewster Select Board Members ~ Please allow t his on yo u r next agenda, o n March 25t h at S elect Bo ard meeting, fo r a vo te on the Pest icid e Reductio n HRP to be on t he Brewster town Warrant for your to wn cit izens to have the opport unity t o vote o n t his import an t issue. Attached are s upport letters from: The Barns table C ounty As s embly of Delegates The Sierra C lub And new info rmat ion t o share with t h e Brewster Select Board members, Both W ellfleet and Eastham h av e put this Pest icid e HRP onto t h eir Warrant s fo r t own citizens to vote o n it. Also Harwich as well. An d Tuesday nigh t Dennis Select Board will v ot e on t h is also. At the Orleans Fall Town Meeting, res idents voted 68% in favor of a Pes ticide Reduction Home Rule Petition. Then the Barns table County As s embly of Del eg a tes a dopted the foregoing Res olution No. 12 at its regula r meeting on O ctober 18, 2023 by a roll call vote with delegates repres enting 100.00% of the population of Barns table County voting in the affirmative. For more information, pleas e s ee the attached handout, als o to the Orleans Town webs ite, s earch “pes ti cide reduction” and click on numerous documents on the landing page that contains : the warrant article, s upport letters , news articles , s tudies , databas e, FAQ’s , pres entations , etc. https ://www.town.orleans .ma.us /1335/Pes tici de-Home-Rule-Petition-2023 I resp ectfully requ est Th e Brewster Select Board sup p ort its Cape Cod n eighbo r Orlean s’s by bringing this Pest icid e Redu ction Home Rule Petition warran t article to t he Brewster Annual Town Meetin g in 2024 an d champion ing pesticide red uction to t own residents. Thank you for taking this into hig h cons ideration. The more Cape Cod towns involved will s end a s trong mes s age to the State Leg is lature that thes e reducti ons are neces s ary to help protect the health and integrity of our s urrounding waters , environment and ultimately ours elves . I gave a presenta tion about this to NRAC and they voted unanimo usly to allo w this o nto yo ur to wn warrant. May this be on you r next agenda, on March 25t h at S elect Bo ard meeting, for a vo te on the Pest icid e Reduction HRP t o b e on t h e Brewster town Warrant for your town cit izens to have the opport unity to vote o n this important issue? Thank you very much, Laura Kelley North Eas tham, MA -- -- Laura Kelley 774.353.6511 POCCA Cape Cod ~ Protect Our Cape Cod Aquifer ~ Helping to protect our quality of life on Cape Cod President: Protect Our Cape Cod Aquifer (PO CCA) Facebook: PO CCA Cape Cod Archive d: Monday, March 18, 2024 3:24:45 PM From: POCCA CAPE COD M ail re ce ive d time : Thu, 7 Dec 2023 03:07:50 Se nt: Wednesday, December 6, 2023 10:07:51 PM To: Donna Kalinick Peter Lombardi Cc: POCCA CAPE COD Subje ct: Request to present to your Select Board in Brewster Importance : Normal Se ns itivity: None Attachme nts : O rleans Pesticide Reduction Handout qrs.pdf; Home Rule Petition article.pdf; FAQ 's.pdf; Res-23-12-Support-Orleans- Pesticide-Article-Adopted.pdf; Town of Brewster Select Board request Dec 2023.docx; Town of Brews ter Select Board Members Brews ter, Mas s achus etts December 6, 2023 Dear Brews ter Select Board Members , May I give a pres entation to your Select Board Members on a Home Rule Petiti on for Pes ticide Reduction? Recently at the Orleans Fa ll Town Meeting , res idents voted 68% in favor of a Pes ticide Reduction Home Rule Petition. Then the Barns table County As s embly of Delegates adopted the foreg oing Res olution No. 12 at its reg ular meeting on October 18, 2023 by a roll cal l vote with delegates repres enting 100.00% of the population of Barns table County voting in the affirmative. For more information, plea s e s ee the attached handout, als o to the Orleans Town webs ite, s earch “pes ticide reduction” and click on numerous documents on the landing page that contains : the warrant article, s upport letters , news articles , s tudies , databas e, FAQ’s , pres entations , etc. https ://www.town.orleans .ma.us /1335/Pes ticide-Home-Rule-Petition-2023 I res pectfully reques t The Brews ter Select Board s upport its C ape Cod neighbor Orleans ’s by bringing this Pes ticide Reduction Home Rule Petition warrant a rticle to the Brews ter Annual Town Meeting in 2024 and championing pes ticide reduction to town res idents . Thank you for taking this into hig h cons ideration. The more Cape C od towns involved will s end a s trong mes s age to the State Leg is lature that thes e reducti ons are neces s ary to help protect the heal th and integrity of our s urrounding waters , environment and ultimately ours elves . Let me know if you have any ques ti ons . I look forward to hearing back from you s oon with a date we can pres ent to your board openly. Thank you very much, Laura Kelley North Eas tham, MA -- -- Laura Kelley 774.353.6511 POCCA Cape Cod ~ Protect Our Cape Cod Aquifer ~ Helping to protect our quality of life on Cape Cod President: Protect Our Cape Cod Aquifer (PO CCA) Facebook: PO CCA Cape Cod Town of Brewster Select Board Members Brewster, Massachusetts December 6, 2023 Dear Brewster Select Board Members, At the Orleans Fall Town Meeting, residents voted 68% in favor of a Pesticide Reduction Home Rule Petition. Then the Barnstable County Assembly of Delegates adopted the foregoing Resolution No. 12 at its regular meeting on October 18, 2023 by a roll call vote with delegates representing 100.00% of the population of Barnstable County voting in the affirmative. For more information, please see the attached handout, also to the Orleans Town website, search “pesticide reduction” and click on numerous documents on the landing page that contains: the warrant article, support letters, news articles, studies, database, FAQ’s, presentations, etc. https://www.town.orleans.ma.us/1335/Pesticide-Home-Rule-Petition-2023 I respectfully request The Brewster Select Board support its Cape Cod neighbor Orleans’s by bringing this Pesticide Reduction Home Rule Petition warrant article to the Brewster Annual Town Meeting in 2024 and championing pesticide reduction to town residents. Thank you for taking this into high consideration. The more Cape Cod towns involved will send a strong message to the State Legislature that these reductions are necessary to help protect the health and integrity of our surrounding waters, environment and ultimately ourselves. Let me know if you have any questions. I look forward to hearing back from you soon with a date we can present to your board openly. Thank you very much, Laura Kelley North Eastham, MA Protect Our Cape Cod Aquifer ~ POCCAcapecod.com ARTICLE 24. HOME RULE PETITION FOR A PESTICIDE REDUCTION BYLAW To see if the Town will vote to authorize and direct the Select Board to petition the Great and General Court of the Commonwealth of Massachusetts for special legislation, authorizing the Town to adopt a Pesticide Reduction Bylaw (the bylaw),the text of which is set forth below,and to authorize the General Court,with the approval of the Select Board,to make changes of form to the text thereto as may be necessary or advisable in order to accomplish the intent and public purpose of this legislation in order to secure passage; and vote to adopt the bylaw as follows: CHAPTER ____ PESTICIDE REDUCTION BYLAW §1. Purpose. The purpose of this bylaw is to reduce toxic pesticide use in and on public and private property in the Town of Orleans in order to promote a healthy environment and to protect the public from the hazards of pesticides, and for implementation of sustainable land and building management practices on all public and private property. §2. Findings. A.Scientific studies associate exposure to pesticides with asthma,cancer, developmental and learning disabilities,nerve and immune system damage,liver or kidney damage,reproductive impairment,birth defects,and disruption of the endocrine system. B.Infants,children,pregnant women,the elderly,and people with compromised immune systems and chemical sensitivities are especially vulnerable to pesticide effects and exposure. C.Pesticides are harmful to pets and wildlife,including threatened and endangered species, soil microbiology, plants, and natural ecosystems. D.Toxic runoff from chemical fertilizers and pesticides pollute streams,lakes,estuaries, and drinking water sources. E.The use of pesticides is not necessary to create and maintain green lawns and landscapes given the availability of viable alternatives practices and products. F.People have a right not to be involuntarily exposed to pesticides in the air,water or soil that inevitably result from chemical drift and contaminated runoff. G.Sustainable land and building management practices that emphasize non-chemical methods of pest prevention and management,and least-toxic pesticide use as a last resort,will eliminate the use of and exposure to pesticides while controlling pest populations. H.Sustainable land and building management practices complement other important goals of Orleans’maintenance and administration,such as energy conservation and security. I.Orleans embraces a precautionary approach to the use of pesticides in order to adequately protect people and the environment from the harmful effects of pesticides. J.Application of chemicals simply for aesthetic/cosmetic purposes has harmful consequences for our ecosystem,children and pets.Pollinators are directly harmed by applications particularly the indiscriminate (and long-term ineffective)spraying of pesticides. §3. Authority. This bylaw is adopted under authority granted by the Home Rule amendment to the Massachusetts Constitution and the provisions of any Special Legislation passed by the Legislature. §4. Definitions. For the purposes of this bylaw, the following definitions shall apply: Allowed Materials List - The list of acceptable pesticides is limited to the following: 1)All non-synthetic (natural)materials,with the exception of prohibited non-synthetic materials under 7 CFR 205.602; 2)Any synthetic material listed at 7 CFR 205.601 that is labeled for turf uses,subject to discretionary authority to require disclosure of inert ingredients; and 3)25b listed pesticides under the Federal Insecticide,Fungicide and Rodenticide Act (FIFRA). Inert ingredient -Any substance (or group of substances with similar chemical structures if designated by the Environmental Protection Agency)(EPA)other than an active ingredient that is intentionally included in any pesticide product (40 CFR 152.3(m))[7 CFR 205.2 Terms defined.],and are not classified by the EPA Administrator as inserts of toxicological concern. [7 U.S.C. 6502(21) Definitions] Non-synthetic (natural)materials -A substance that is derived from mineral,plant,or animal matter and does not undergo a synthetic process as defined in section 6502(21) of the Organic Foods Production Act.For the purposes of this part,‘non-synthetic’is used as a synonym for natural as the term is used in the regulations.[7 CFR 205.2 Terms defined.] Pesticide —Any substance or mixture of substances intended for:(i)preventing, destroying,repelling,or mitigating any pest;(ii)use as a plant regulator,defoliant,or desiccant;or (iii)use as a spray adjuvant such as a wetting agent or adhesive.The term 'pesticide'includes insecticides,herbicides,fungicides,and rodenticides,but does not include cleaning products other than those that contain pesticidal agents. Synthetic materials -A substance that is formulated or manufactured by a chemical process or by a process that chemically changes a substance extracted from naturally occurring plant,animal,or mineral sources,except that such term shall not apply to substances created by naturally occurring biological processes.[7 U.S.C.6502(21) Definitions] §5. Prohibitions. The application of any Pesticide that is not on the Allowed Material List is prohibited, except as permitted in this bylaw. §6. Exceptions. A.The application of the following Pesticides is allowed: 1.Indoor pest sprays and insect baits (excluding rodent baits) 2.Insect repellants for personal and household use 3.Pet: Flea and tick sprays, powders, and pet collars 4.Kitchen, laundry, and bath disinfectants and sanitizer 5.Products labeled primarily to kill mold and mildew 6.Usage for commercial farming and nurseries. B.Pesticides for the treatment of invasive plants for ecological restoration (see Massachusetts Invasive Plant Advisory Group current lists of Invasive,Likely Invasive, and Potentially Invasive https://www.massnrc.org/mipag/may be used upon the grant of a waiver by the Town Manager or authorized designee. C.If an emergency public health situation warrants the use of Pesticides,which would otherwise not be permitted under this bylaw,the Town Manager or authorized designee shall have the authority to grant a temporary waiver on a case-by-case basis after an evaluation of all alternative methods and materials. §7. Enforcement. The enforcement authority shall be the Town Manager,or any town officials as designated by the Select Board to oversee and enforce the provisions of this bylaw. §8. Penalties. Any person who violates any provision of this bylaw shall be punished by a fine of one hundred dollars ($100.00)for the first offense and three hundred dollars ($300.00)for each offense thereafter.Each day or portion thereof during which a violation continues shall constitute a separate offense and a violation of each provision of the bylaw shall constitute a separate offense. If the offender is a commercial applicator,the right to do business in Orleans may be revoked. §9. Severability. The provisions of this bylaw are hereby declared to be severable.If any provision, paragraph,sentence,or clause of this bylaw or the application thereof to any person, establishment,or circumstances shall be held invalid,such invalidity shall not affect the other provisions or application of this bylaw. Provided,that this bylaw is subject to the Town obtaining special legislation from the Great and General Court of the Commonwealth of Massachusetts authorizing the Pesticide Reduction Bylaw as aforesaid;or to take any other action relative thereto.(Select Board) (Simple Majority Vote Required) PROPOSED MOTION I move this article be accepted and adopted as printed in the warrant and that the Select Board be authorized to petition the Great and General Court for special legislation as set forth therein and that the Pesticide Reduction Bylaw be adopted subject to the approval of the special legislation. SUMMARY The article authorizes the Select Board to file special legislation authorizing the adoption of the proposed bylaw as the application of pesticides in Orleans is currently primarily regulated by state and federal law.This article also proposes the adoption of a bylaw that seeks to reduce toxic pesticide use in and on public and private property in order to promote a healthy environment and to protect the public from the hazards of pesticide use.It does not prohibit businesses from selling products containing pesticides to anyone. SB:5 – YES 0 – NO 0 – ABSTAIN FC:3 – YES 3 – NO 1 – ABSTAIN Our natural environment is what brings people here and makes us want to stay in this special place. Now and in the future it is our most valuable environmental resource and economic asset.It directly affects every resident, property owner, visitor, and business in Orleans. The purpose of this Home Rule Petition is to reduce toxic pesticide use in the Town of Orleans in order to protect the public from the hazards of pesticides, promote a healthy environment for all and safeguard our economy. This is not a ban of all pesticides but a reduction of the most harmful. Toxic chemicals from pesticides seep into the soil and groundwater, also become airborne, and can be found thousands of feet from the application site. They contaminate the air we breathe, the waters we recreate in, the aquifer from which we drink, and the soils in which we grow food for humans, animals and wildlife. People have the right not to be exposed to pesticides from other’s properties. Many studies associate pesticides with serious negative health effects including leukemia, non- Hodgkin’s lymphoma: cancers of the brain, breast, prostate, testes and ovaries: heart disease, stroke, diabetes, Parkinson’s, Alzheimer’s, ADHD, autism and other autoimmune diseases, as well as birth defects and reproductive harm. Butterflies, bees and insects are the ‘building blocks of the food chain’ and their numbers are declining rapidly, up to 2% per year. They pollinate 75-80% of crops and wild plants. They keep our soils healthy and are the major food source for our birds and amphibians. Their importance in the environment cannot be understated. Climate change is one critical example where scientific evidence indicates that pesticides contribute significantly to greenhouse gas emission, and create a vicious cycle of pollution and dependency. All are unintended consequences but unfortunately, all are deadly real. We see locally and globally how polluted environments have a drastic and negative impact on the health of communities and their economies. Individually we can have an immediate impact on protecting our family, friends and environments by volunteering to change our behavior by using safe, effective products, and practices, and educating our neighbors and ourselves in their use. The solution is free and costs the town and taxpayers nothing. Help preserve this special place we love by supporting this Home Rule Petition at Fall Town Meeting, so we can send a strong message to our State Legislature. For updated information, please visit: https://www.town.orleans.ma.us/1335/Pesticide-Home-Rule-Petition-2023 Protect our People, Waters and Environment Article 24: Pesticide Reduction Home Rule Petition Fall Town Meeting October 16, 2023 Support: Association to Preserve Cape Cod (APCC) Barnstable County Assembly of Delegates Orleans Agricultural Advisory Council Orleans Board of Health Orleans Board of Water and Sewer Commissioners Orleans Conservation Commission Orleans Conservation Trust (OCT) Orleans Energy and Climate Action Committee Orleans Farmers' Market Orleans Open Space Committee Orleans Pond Coalition (OPC) Orleans Shellfish and Waterways Committee Friends of Crystal Lake Protect Our Cape Cod Aquifer (POCCA) Provincetown Farmers' Market Sustainable Cape Truro Farmers' Market Join supporters 3,500+ signatures so far! 1 FAQ Pesticide Reduction Initiative The Purpose of this Home Rule Petition is to protect the people, wildlife and environment of Orleans by reducing the most toxic of pesticides What are Pesticides? Pesticides include all Insecticides, Herbicides, Fungicides, and Rodenticides Pesticide — Any substance or mixture of substances intended for—(i) preventing, destroying, repelling, or mitigating any pest; (ii) use as a plant regulator, defoliant, or desiccant; or (iii) use as a spray adjuvant such as a wetting agent or adhesive. The term ‘pesticide’ does not include cleaning products, other than those that contain pesticidal agents. Why should we support this petition? To Protect our people, waters, wildlife and environment. Water and environment is what brings people here and makes us want to stay in this special place of ours. It is up to us to protect the waters we love. It is our most valuable environmental resource and our most valuable economic asset. It directly or indirectly affects every resident, homeowner, visitor, and businesses in Orleans. Orleans has 63 ponds/lakes and approximately 50+ miles of coastlines. Water is our lifeblood, and it is our responsibility to keep it healthy. What do we need to do to help? Pass a Home Rule Petition Article at Fall Town Meeting October 16, 2023. What is a Home Rule Petition, and how does it differ from a bylaw? A Home Rule Petition is a request (petition) from a city/town for a new type of power from the State Legislature. It asks to let the Town of Orleans have the power to make its own decision to reduce the application of Pesticides and toxic chemicals entering our environment, a right the State took away in 2014. What is the Home Rule Petition Process (HRP)? The HRP will be a warrant article at Town Meeting on October 16, 2023. Once passed, the Town will send the bill to its State Representatives and State Senators who seek to pass it in the legislature as a state law that would only affect the one municipality, Orleans, MA. How long does it take? Once approved at Town Meeting it moves to the state level and it could sit in legislative committee for up to two years after which, if not passed, it will expire and need to go through the process again. Can the Home Rule Petition wording be changed throughout the process? Yes, the Home Rule Petition Article has this wording included: “….and to authorize the General Court, with the approval of the Select Board, to make changes of form to the text thereto as may be necessary or advisable in order to accomplish the intent and public purpose of this legislation in order to secure passage.” 2 When would this become effective? Once approved at State level it would become a bylaw. Why has the Orleans Select Board decided to act on this issue? Local organizations mobilized in the 2000’s creating advocacy and education campaigns that were immensely helpful in getting the town to put together some bylaws in 2014. But times have dramatically changed in the last few decades. We have more proven science, and attitudes in protecting our environment have never been stronger. Citizens feel there is an ongoing and significant increase in the application and use of pesticides in Orleans. The Select Board is listening to their concerns and moving forward to address them. What can I do now to help protect our people, wildlife and environment? Change how you manage your property. Stop using pesticides. If you use a service tell them to stop using toxic synthetic pesticides and herbicides. Despite what the services may tell you, you do not need them. Let your voice be heard and vote in support of no application of toxic synthetic pesticides at Town Meeting. Why are we not just stopping today when we know it harms people, wildlife and the environment? Protecting the environment has had a long history of support in Orleans and Cape Cod. Many people have worked very hard to forward this issue through significant research, studies, and reports published by various groups both locally and globally. But it has not been enough. We are at a tipping point where awareness to protect our environment has never been higher and we need your participation. It is time to act. Is this a new issue? No, this is not a new issue. We have been studying pesticides for over half a century and the overall trend is that they continue to become more toxic and our environment becomes more polluted. Why shouldn’t I apply pesticides on my own property? When pesticides are applied to property (lawns, gardens, flowers, shrubs, trees, etc.) they do disappear or stay on property. They run off from irrigation use, rain and storms. Air and water carry pesticides off your property long distances onto and through other people’s properties until it reaches the nearest (shared) water source. It permeates through sandy soil polluting the single source aquifer we all share. If water moves though our sandy soils at an estimated 1 foot per day and with an average Cape Cod aquifer depth estimated under 30 feet, within a month whatever is applied to the ground may be in our shared aquifer we drink from. 3 Barry Commoner’s First Law of Ecology states that: “Everything is connected to everything else.” What you do on your land will have a widespread impact beyond the boundaries of your property. In a sense, each and every one of us ‘live on the water.’ –OPC Blue Pages 2008 We already have policies, why are they not effective or enforced? Our current policies are outdated and allow for continued use of pesticides on properties with no enforcement penalties, which in turn continues the cycle of polluting our environment. The current Select Board has committed to devoting resources to reasonably enforce this special legislation. Why change? Doing nothing will change nothing and the health of our people and environment will continue to be negatively affected. It is time we make the hard decisions to challenge ourselves to find solutions that protect and enhance a healthy environment and economy for everyone living and visiting our beloved town. We cannot be fearful of change, we must grow and address our climate and all issues head on. As we are all stewards of this land, we need to ask not what our waters and our environment can do for us but what we can do for our waters and our environment. Why not just educate? Education alone has proven not to work. We have been educating about the harmful effects of pesticides but the use of pesticides continues to increase. Education is a very important part of this and any process, but to be effective we need to combine it with clear, reasonable and enforceable regulations. It has been mentioned that people arriving on the Cape may not understand the effects of pesticides. The negative effects of pesticides is a national/global issue and is also happening in the towns they come from and is consistently reported in the local and national press. What methods can I use to treat for Termites, Carpenter Ants, Wasps, and Ants? There are various articles on our town website educational webpage Natural Remedies for Pests that provide natural solutions that work. What are the exceptions? §6. Exceptions. A. The application of the following Pesticides is allowed: 1. Indoor pest sprays and insect baits (excluding rodent baits) 2. Insect repellants for personal and household use 3. Pet: Flea and tick sprays, powders, and pet collars 4. Kitchen, laundry, and bath disinfectants and sanitizer 5. Products labeled primarily to kill mold and mildew 6. Usage for commercial farming and nurseries. 4 What pesticides would still be allowed? -All non-synthetic (natural) materials are allowed except a very few on Department of Agriculture list 7 CFR 205.602 -Any synthetic (man-made) materials that are on the Department of Agriculture list 7 CFR 205.601 are allowed. -25b listed pesticides under the Federal Insecticide, Fungicide and Rodenticide Act (FIFRA) are allowed These lists of minimal risk pesticides are on our website. How are Pesticide applicators licensed? Massachusetts law requires that all persons who apply pesticides in public areas and private places used for human occupation and habitation must be in possession of a valid pesticide license or certification issued by the Massachusetts Department of Agricultural Resources Who enforces Pesticide regulations? Massachusetts Pesticide Inspectors are assigned to regions. Contact to file a complaint: Chief Pesticide Inspector Michael W. McCleanto Michael.Mcclean@mass.gov or (617) 626-1782 Pesticide Inspector in Plymouth, Bristol, Barnstable and Islands Mark.Herlihy@mass.gov Enforcement Hotline: (617) 626-1782 The Pesticide Program enforces of all pesticide Regulations in the Commonwealth of Massachusetts. Pesticide Enforcement regulates the Massachusetts Pesticide Control Act and the regulations 333 CMR 1- 14. Local enforcement: §7. Enforcement. The enforcement authority shall be the Town Manager, or any town officials as designated by the Select Board to oversee and enforce the provisions of this bylaw. It is our expectation that if we have clear laws in the town of Orleans, the majority if not all people, will follow them. Other laws that protect our health and the environments we have been able to successfully enforce: smoking (Orleans was a leader), plastic bags, plastic water bottles under one gallon. 5 What is the procedure in a potential health emergency? If an emergency public health situation warrants the use of Pesticides, which would otherwise not be permitted under this bylaw, the Town Manager or authorized designee shall have the authority to grant a temporary waiver on a case-by-case basis after an evaluation of all alternative methods and materials. How will this affect businesses? The Select Board is strongly committed to working together and supporting solutions that benefit our local businesses and the whole community. American business is built on innovation and this is an opportunity to shift customers into safe alternative products and practices. It is a great opportunity to truly focus on our beautiful native drought tolerant grasses, plants, flowers, shrubs and trees (and pollinators). Also for our garden club and environmental organizations to use their expertise to help educate. We understand our businesses have customers from surrounding towns. This does not restrict businesses from selling any pesticide they choose but only prohibits the application to property in Orleans. It is the homeowners’ responsibility what is put on their property. Note: This is a living document. It will be updated and additional FAQs added as needed. For more information please visit the Pesticide Home Rule Petition 2023 webpage on the Orleans town website: https://www.town.orleans.ma.us/1335/Pesticide-Home-Rule-Petition- 2023 THE COMMONWEALTH OF MASSACHUSETTS OFFICE OF THE ATTORNEY GENERAL CENTRAL MASSACHUSETTS DIVISION 10 MECHANIC STREET, SUITE 301 WORCESTER, MA 01608 (508) 792-7600 (508) 795-1991 fax www.mass.gov/ago January 18, 2024 Kelly L. Darling, Town Clerk Town of Orleans 195 School Road Orleans, MA 02653 Re: Orleans Special Town Meeting of October 16, 2023 -- Case # 11194 Warrant Articles # 23 and 24 (General) Dear Ms. Darling: Article 23 – We approve Article 23 from the October 16, 2023 Orleans Special Town Meeting. Article 24 - Because the Town has not yet obtained the special legislation that is necessary to authorize the Town to adopt the by-law voted under Article 24, “Pesticide Reduction Bylaw,” we place this by-law on “hold” pursuant to G.L. c. 40, § 32 pending receipt of the requested special legislation. In the interim, we offer the following comments for the Town’s consideration. I. Summary of Article 24 Under Article 24 the Town voted to adopt a new general by-law, “Pesticide Reduction Bylaw,” that prohibits the application of certain pesticides in the Town. Section 5, “Prohibitions.” The by-law defines terms used in the by-law including “Pesticides” and “Allowed Materials List,” as follows: Allowed Materials List - The list of acceptable pesticides is limited to the following: All non-synthetic (natural) materials, with the exception of prohibited non- synthetic materials under 7 CFR 205.602; Any synthetic material listed at 7 CFR 205.601 that is labeled for turf uses, subject to discretionary authority to require disclosure of inert ingredients; and 25b listed pesticides under the Federal Insecticide, Fungicide and Rodenticide Act (FIFRA). 2 Pesticide - Any substance or mixture of substances intended for: (i) preventing, destroying, repelling, or mitigating any pest; (ii) use as a plant regulator, defoliant, or desiccant; or (iii) use as a spray adjuvant such as a wetting agent or adhesive. The term 'pesticide' includes insecticides, herbicides, fungicides, and rodenticides, but does not include cleaning products other than those that contain pesticidal agents. In addition to allowing the use of pesticides listed in the definition of “Allowed Materials List,” the by-law exempts from its prohibition: (1) indoor pest sprays and insect baits; (2) insect repellant for personal and household use; pet flea and tick sprays, powders, and pet collars; (3) household disinfectants; and (4) products used to kill mold and mildew. Section 6, “Exceptions.” The by-law also exempts pesticides used for farming, treatment of invasive plants for ecological restoration, and use during a public health emergency. Id. 1 The by-law imposes fines for violations of its provisions. Section 8, “Penalties.” II. Absent a Special Act Article 24 is Preempted by Massachusetts Pesticide Control Act General Laws Chapter 132B establishes the Massachusetts Department of Agricultural Resources’ (MDAR) “exclusive authority in regulating the labeling, distribution, sale, storage, transportation, use and application, and disposal of pesticides in the commonwealth . . . .” G.L. c. 132B, § 1. General Laws Chapter 132B, Section 2 defines “Pesticide” as “a substance or mixture of substances intended for preventing, destroying, repelling, or mitigating any pest, and any substance or mixture of substances intended for use as a plant regulator, defoliant, or desiccant. . . .” The Act establishes a Pesticide Board within MDAR (Section 3) and authorizes the Pesticide Board to register pesticides for use in the Commonwealth if the Board determines that “a pesticide, when used in accordance with its directions for use, warnings and cautions and for the uses for which it is registered. . . will not generally cause unreasonable adverse effects on the environment. . . .” (Section 7). 2 The Act prohibits application of a registered pesticide in a way that is inconsistent with its labeling or other restrictions imposed by the MDAR (Section 6A). A town by-law that regulates the application of pesticides in a way that interferes with the purpose of the Act is preempted. Town of Wendell v. Att’y Gen., 394 Mass. 518, 528-529 (1985) 1 We take no action on that portion of Article 24’s vote that requested the special act. Votes to authorize the Board of Selectmen to petition the Legislature for a special act are not by-law amendments and are not subject to review by this Office. See G.L. c. 40, § 32. 2 MDAR defines “Use of a pesticide” in 333 CMR § 10.02 to include the following: any act of handling a pesticide, releasing of a pesticide, or exposing of man or the environment to a pesticide, including, but not limited to: (a) Application of a pesticide including mixing or loading of equipment and any supervisory action in or near the area of application. (b) Storage actions relative to pesticides and pesticide containers carried out or supervised by an applicator. (c) Disposal actions relative to pesticides and pesticide containers carried out or supervised by an applicator. (d) Transportation actions relative to pesticides and pesticide containers except those by carriers and dealers. 3 (by-law that “contemplates the possibility of local imposition of conditions on the use of a pesticide beyond those established on a Statewide basis under the act” is preempted). Because the Town has not yet obtained the special legislation that is necessary to authorize the Town to adopt the by-law voted under Article 24, “Pesticide Reduction Bylaw,” we place this by-law on “hold” pursuant to G.L. c. 40, § 32 pending receipt of the requested special legislation. Note: Pursuant to G.L. c. 40, § 32, neither general nor zoning by-laws take effect unless the Town has first satisfied the posting/publishing requirements of that statute. Once this statutory duty is fulfilled, (1) general by-laws and amendments take effect on the date these posting and publishing requirements are satisfied unless a later effective date is prescribed in the by-law, and (2) zoning by-laws and amendments are deemed to have taken effect from the date they were approved by the Town Meeting, unless a later effective date is prescribed in the by-law. Very truly yours, ANDREA JOY CAMPBELL ATTORNEY GENERAL Kelli E. Gunagan By: Kelli E. Gunagan Assistant Attorney General Municipal Law Unit 10 Mechanic Street, Suite 301 Worcester, MA 01608 (508) 792-7600 cc: Town Counsel Michael D. Ford Archive d: Monday, March 18, 2024 3:25:25 PM From: KC Pearson M ail re ce ive d time : Fri, 15 Mar 2024 00:00:15 Se nt: Thu, 14 Mar 2024 19:59:54 To: Peter Lombardi Ned Chatelain Chris Miller Mary Chaffee Subje ct: Pesticide Reduction Bylaw Importance : Normal Se ns itivity: None Good Evening: The Brewster Natural Resources Advisory Commission by majority vote this evening decided to recommend that the Select Board put the Orleans Pesticide Reduction Bylaw as written on the SpringTown Meeting Warrant. Please let me know if you have any questions. Best K im Pearson 3.14.2024 Natural Resources Advisory Commission 1 Pesticide Reduction Home Rule Petition MA Legal Precedent: Municipal Pesticide Regulation through Bylaw and/or Regulations through Home Rule Petition 2 ●1985: TOWN OF WENDELL et al. v. ATTORNEY GENERAL et al. ○Bylaw was passed by the town at its 1981 annual town meeting to regulate the use of pesticides in the town for other than agricultural and domestic uses ○Bylaw was disapproved by the MA Attorney General ○W endell took the AG to United States State Supreme Judicial Court of Massachusetts Supreme Court ○Ruling was that the bylaw was preempted by the Massachusetts Pesticide Control Act. The determination of preemption by the act was based on a conclusion that the by-law was inconsistent with State law and thus not permitted under the Home Rule Amendment ●2022: TOWN OF BELCHERTOWN ○Zoning bylaw amendment was passed by the town at its 2022 annual town meeting to prohibit the use of herbicides, rodenticides, and pesticides at Commercial Solar Photovoltaic Installations (CSPI’s) ○Amendment was disapproved by the MA Attorney General because of preemption by state law ●2023: TOWN OF ORLEANS ○Bylaw was passed by the town at its 2023 Special Town Meeting ○1.18.2024: MA Attorney General replies: “Absent a special act the bylaw is preempted by MA Pesticide Control Act.” Because the Town has not yet obtained the special legislation that is necessary to authorize the Town to adopt the by-law it will not take effect. ○3.6.2024: Petition filed on Bill HD.4971 An Act authorizing the town of Orleans to adopt a pesticide reduction bylaw (Peake/Cyr) Town Counsel Opinion: Municipal Pesticide Regulation through Bylaw and/or Regulations through Home Rule Petition 3 ●The Office of the Attorney General has consistently held that municipal bylaws that seek to regulate the use of any herbicides or pesticides are preempted by G.L. c. 132B, and accordingly, disapproves the same. Therefore, and in my opinion, the precedent in Town of Wendell (and subsequent citing cases) affirm an express preemption against local regulation of pesticides by virtue of G.L. c. 132B. ●With that said, it appears the request being made to the Brewster Select Board, and the article recently approved by the Orleans Town Meeting, seek to obtain a Special Act from the Legislature to authorize said local regulation of pesticides. It is my further opinion that a Special Act from the Legislature could authorize the Town to adopt a local bylaw governing the use of pesticides, notwithstanding the express preemption discussed above. Alternative approaches to address Brewster residents’ goal of reducing pesticide use in town 4 ●Pesticide Reduction Bylaw? ○AG will not approve until / unless State legislature addresses preemption ■Previous bills -as recent as 2019 -have not been voted out of committee ○Sense of the Meeting Article at Town Meeting -could help to guide future action ●Public Comment and Lobbying? ○Massachusetts Legislature? ■HD.4971 ○Massachusetts Department of Agricultural Resources (MDAR) Pesticide Board? ■Track pesticide application location in annual reports ■Enhanced prenotification requirements ■Mapping of sensitive areas ■Deregistration of individual chemicals of concern ●Other? Archive d: Wednesday, March 20, 2024 2:42:56 PM From: KC Pearson M ail re ce ive d time : Tue, 19 Mar 2024 13:48:06 Se nt: Tue, 19 Mar 2024 09:47:13 To: Peter Lombardi Ned Chatelain Mary Chaffee C hris Miller Amy von Hone Subje ct: Benchmarking Massachusetts Municipal Pesticide Policies Importance : Normal Se ns itivity: None Attachme nts : image.png; Rare cases of mosquito- and tick-borne diseases including Powassan and dengue crop up across the US.pdf; Content and Application of Fertilizers and Pesticides on Municipal Land.pdf; Dennis-glyphosate-policy.pdf; Good Morning: In preparation for next week's Select Board meeting, I have prepared a brief summary of municipal pesticide reduction policies in Massachusetts. The following policies apply on town-owned land only: image.png There is also the special case of glyphosate: While the United States and Massachusetts governments have not limited glyphosate use as of August 2019, i ndivi dual Massachusetts towns and cities have taken action. For example: * Chatham deci ded in December 2018 to stop using glyphosate products, such as Roundup®, on town- owned land. * Falmouth’s Board of Health issued a one-year moratori um on using glyphosate on town-owned land. The year-long break in glyphosate use began i n Apri l 2019 and will give the town time to consider whether further acti on i s necessary. * Denni s passed an ordinance banni ng the use of glyphosate on town-owned land unless an exemption is granted. * Marblehead took action more than a decade ago. In 2005, the town eli mi nated all toxi c pestici des on town land and encouraged the reduction or elimination of toxic pesti cides on private land. * Newburyport deci ded to stop usi ng glyphosate i n ci ty parks. Further action may be considered. * Warwick passed an ordi nance banning the use of glyphosate on town land in 2017. * Wellesley took acti on in 2011 to ban all pesticides on town land, including glyphosate, unless they are needed as a last resort. The wordi ng of the Orleans bylaw i s problematic around the issue of control of i nsect-borne seri ous i llnesses, which are likely to be an increasing problem in a warmi ng future. (see below) There i s precedent i n our own Wetland Regulati ons for an alternati ve; the Brewster Wetland Protection Regulations contain the following language with regard to mosquito control and the use of pesticides. By gi ving categori cal permi ssion for thi s activi ty (with notification), the town leaves the deci sion-making as to what is a publi c health emergency wi th the appropriate preventi on agency. 4.02 M osquito C ontrol Proj ects 1) Pursuant to Section 2 of the By-l aw, the C onservati on Com m issi on categori call y gi ve perm i ssion for m osqui to control proj ects perform ed pursuant to the provisions of Cl ause 36 of M .G. L.c. 50 s5, of M .G.L.c. 252, or of any special act, provided that adequate notice, oral or wri tten, has been given to the Conservation C om m i ssion at l east 24 hours prior to the com m encem ent of any work other than norm al m ai ntenance and control. Respectfully, Kim Pearson 1 /5 Rare cases of mosquito- and tick-borne diseases, including Powassan and dengue, crop up across the U.S. nbcnews.com/health/health-news/rare-mosquito-tick-borne-disease-cases-rcna101425 As the end of summer approaches, cases of rare insect-borne diseases are cropping up weekly across the country, including eastern equine encephalitis, dengue fever and West Nile virus — all spread by mosquitoes — and the tick-borne Powassan virus. This week, Alabama reported two cases of eastern equine encephalitis, or EEE, including one death. The rare disease has a 30% fatality rate, and many survivors have lasting neurological issues. In Connecticut, meanwhile, four residents tested positive for Powassan virus, the first infections in the state this year. The U.S. also recorded its first cases of locally transmitted malaria in two decades this summer: seven in Florida and one each in Maryland and Texas. 0 seconds of 2 minutes, 35 secondsVolume 90% 2 /5 3 /5 Aside from the malaria cases, one-off reports of these rare diseases are thus far not surprising compared to past years, according to four experts interviewed. But they also noted that the situation is difficult to assess until final case counts get tallied later this year, and rising temperatures linked to climate change are likely to make ticks and mosquitoes a threat into the fall this year and in those to come. A new cluster of Powassan cases Maria Diuk-Wasser, a vector-borne disease specialist and professor at Columbia University, said it’s unusual to see several Powassan cases at once in the same area, as it recently happened in Connecticut. Connecticut’s cluster “seems like an outlier of a lot of cases at once,” she said, “but in general, all of these pathogens have been increasing, including Powassan, even though it’s very hard to say exactly when you have such small numbers.” Prior to the Connecticut cases, a Rhode Island resident died of the virus last week and Maine reported a death in May. The U.S. typically sees about 30 cases annually, Diuk- Wasser said. As of Tuesday, the U.S. has recorded 16 this year, according to the Centers for Disease Control and Prevention. Typically found in the Great Lakes region and the Northeast, Powassan virus has a fatality rate of about 10%. Its symptoms include fever, headache, vomiting and fatigue. 4 /5 Diuk-Wasser's lab studies ticks in New York City and its surrounding areas, and she said her team this year has found higher levels of black-legged ticks, which can spread the Powassan virus, as well as Lyme disease. Health authorities monitor EEE and dengue cases EEE is among the rarest mosquito-borne diseases in the U.S. Last year, there was only one case, according to the CDC, though the annual average has hovered around eight for the last decade. The 2019 season was an exception with 38 cases, including nine deaths. The two Alabama cases are the only ones confirmed so far this year, though Michigan, Vermont and New York each reported in the past week that mosquitoes had tested positive for EEE. The condition causes inflammation of the brain. Symptoms can be nonexistent or mild for some people, but severe cases can lead to fever, headache, vomiting and later seizures and coma. Jon Rayner, an associate professor of microbiology and immunology at the University of South Alabama, said one or two cases of EEE in a year is not unexpected for his state. But tick and mosquito season is stretching into the fall and winter, especially in the South, he said, adding that he got a tick bite while hiking in January. “That’s part of the concern with global warming,” he said. “As you see temperatures remaining elevated in subtropical regions for longer periods of time, the transmission season similarly extends.” In June, the World Health Organization warned that higher temperatures due to global warming have also led to a global spike in dengue fever. In the U.S., the spread of dengue this summer prompted two Florida counties — Broward and Miami-Dade — to issue mosquito-borne illness alerts after both reported locally acquired cases. In total, Florida has tallied 147 cases, and New York has reported the next highest total at 28. 5 /5 About 1 in 4 people infected with dengue get sick, with symptoms including fever, vomiting, rash and muscle pain, according to the CDC. Most people recover within a week, but about 1 in 20 develop severe dengue, which can become life-threatening within just a few hours after an individual’s fever begins to drop. The U.S. has logged 642 cases of dengue this year, according to the CDC. That’s far below last year ’s total of more than 1,200, but experts said the disease typically peaks in late summer, especially August. Thousands of West Nile cases arise each year West Nile virus remains the leading mosquito-borne disease threat in the U.S. As of Aug. 22, 247 cases had been confirmed this year, with Arizona and Colorado reporting the most, according to the CDC. In the past week, Last year ’s case total exceeded 1,100, while 2021 had the highest number of cases since 2012, with more than 3,000, according to a CDC report released Thursday. Experts said infections are usually logged later in the season — and West Nile typically peaks in late summer and early fall, unlike most other mosquito-borne diseases. In just the past week, Connecticut reported its first human case of the year, and officials in Montana and Texas warned of rising case counts. Most people infected with West Nile do not get sick, but about 1 in 5 develop symptoms including fever, headache, body aches, joint pains and vomiting, according to the CDC. About 1 in 150 develop serious or fatal illness that includes inflammation of the brain or spinal cord. “It’s really those neuroinvasive and neurodegenerative cases of West Nile, which is about 1% of all infections, that are the real serious human cases where you see hospitalizations or long-term disability or maybe death,” said Graham McKeen, assistant director of public and environmental health at Indiana University. “It usually just takes more time throughout the calendar year for us to pick up on those.” He added that increased surveillance of tick and mosquito populations is key to combating the spread of these diseases. “We kind of are anticipating seeing these diseases more and more as we continue to alter the climate, and as vectors come into new areas, and as we decrease funding and vector control,” McKeen said. Maia Pandey Maia Pandey is an intern at NBC News. 1 POLICY ON THE CONTENT AND APPLICATION OF FERTILIZERS AND PESTICIDES ON MUNICIPAL LAND IN THE TOWN OF EASTHAM I. Purpose The purpose of this policy is to codify practices the Town of Eastham uses to reduce or eliminate nutrient loading from the application of fertilizers and reduce concerns related to the application of high risk or undesirable pesticides on town-owned properties by Town employees, volunteers or private contractors of the Town. II. Background The Massachusetts Estuaries Project (MEP) found that fertilizers account for an important portion of controllable nitrogen load in Cape Cod watersheds. Excessive nitrogen from fertilizers and other watershed sources leads to eutrophication of marine embayments. Other studies have demonstrated that phosphorus from fertilizers can lead to eutrophication in freshwater ponds. Excessive use of certain pesticides to control undesirable plants and insects is both an environmental problem and a public health issue. Some of these compounds accumulate in the food chain contaminating shell and fin fish. The Town of Eastham will maintain its commitment to using fertilizers on town land only as allowed under this policy, and limiting pesticide use to non-toxic methods, used only when required to protect public health. The intent of this policy is to provide guidance for town staff whenever active management of land is required as specified in Section III below. The Town of Eastham is seeking to reduce the share of the watershed nitrogen and phosphorus load resulting from fertilizers as part of nutrient management planning and to protect the public and the natural environment from unnecessary use of toxic pesticides. Reductions in nitrogen and phosphorus loads from fertilizer use is one part of a comprehensive wastewater management strategy and, if successful, could somewhat reduce infrastructure costs in future phases of wastewater management implementation. The Town of Eastham seeks to demonstrate its commitment to reducing nutrient loading from fertilizer and use of pesticides by adopting this policy. The benefits of a municipal policy on the use of fertilizers and pesticides on municipal properties include 1) Setting a positive example for other persons and groups and 2) Demonstrating that town greens and fields can be maintained without the use of fertilizers and pesticides and 3) Reduction of any contribution by the Town of nitrogen, phosphorus and pesticides to the town’s watersheds and natural environment. III. Identification of Town Properties Covered by This Policy This policy applies to all turf and green spaces owned and managed by the Town, volunteers or by contractors on behalf of the Town including, but not limited to: • Athletic fields • Grounds of town buildings • Memorial squares and planted intersections on town land • Town greens • Cemeteries 2 IV. Practices for Management of Town Land Whenever the Town chooses to manage the vegetation / turf on town land, the Town hereby agrees to adopt the following best management practices and to require adherence to these practices by any employee, volunteer or private contractors working on behalf of the Town. 1. Soil Testing For any propert y that is managed with fertilizer, the Town agrees to conduct soil testing and analysis on a biennial or regular basis. Results of the soil analysis shall be used to enhance soil biology in order to reduce the need for fertilizers. Fertilizer will only be applied based on the results of recent soil testing. 2. Compost The spreading of compost shall be restricted to leaf-based composts because of heavy nitrogen and phosphorus components in other forms of compost. 3. Top Soil and Site Preparation Any new turf areas developed by the Town should be developed with a minimum of 6 inches of high qualit y top soil or in accordance with other professional standards appropriate to the type and planned use of the facility. 4. Grass Type Whenever possible, hardy and drought resistant grass types such as fine leaf fescues (ie., Hard, Chewing, Creeping, Red and Sheep fescues) or minimal mow mixes should be selected so as to minimize the need for watering, mowing or fertilizing. These grass types also should be used when over-seeding established turf areas. Areas intended for special purposes such as athletic fields should use such a grass type appropriate for the intended type and intensit y of use. 5. Maintenance Practices For any property that is managed with fertilizer the following maintenance practices will be followed:  Turf areas will be mechanically weeded and aerated annually if personnel are available, preferably in the spring;  Over-seeding of turf areas will be undertaken in fall and spring if funding is available. Hardy and drought resistant grass types such as fine leaf fescues (ie., Hard, Chewing, Creeping, Red and Sheep fescues) and minimal mow mixes should be used for over-seeding unless an alternate grass type is required for an athletic field;  Turf will be mowed to a height of 3 inches unless otherwise specified for a special use such as an athletic field;  As a general rule, mowed clippings will not be bagged and will be left to mulch. However no grass clippings, leaves, or any other vegetative debris will be deposited into or within 25 feet of any water body, retention or detention areas, drainage ditches or storm water drains, or onto impervious surfaces such as but not limited to roadways and sidewalks, except during scheduled clean-up programs. 6. Irrigation Watering will only be undertaken if necessar y. Irrigation systems should be equipped with 3 rain, moisture, or evapotranspiration sensors, as appropriate. 7. Fertilizer Application For any property that is managed with fertilizer the following fertilizer application practices should be followed:  Fertilizer will be applied if needed for healthy plant growth appropriate to the type and intensit y of use of the turf area or any ornamental garden and only in the minimum amount needed for this purpose.  Application of products which contain bio-solids and / or synthetic fertilizer is prohibited.  Only fertilizers with slow release / slowly soluble organic forms of nitrogen will be used. Use of leaf based compost and a compost tea is highly recommended.  Fertilizer products should have a minimum of 35% water insoluble nitrogen and conform to the approved list of fertilizers issued by the Organic Materials Review Institute of Eugene, Oregon, the Organic Land Care Program of the Connecticut Northeast Organic Farmers’ Association, or the National Organic Program.  Fertilizer products containing phosphorous will be used only if required in accordance with the results of a recent soil analysis;  Fertilizers will be applied to benefit the spring and fall heavy growth periods; Fertilizers will not be applied after October 31st or before April 15th unless required in accordance with the requirements of athletic fields or the results of a soil analysis.  Fertilizer will not be applied immediately before or during heavy rainfall or when soil is saturated.  Fertilizer will not be applied, spilled or deposited on impervious surfaces or in a manner that allows fertilizer to enter storm drains or other man -made storm flowage receptacles or channels;  Fertilizer will not be applied closer than 100 feet to any water body unless permitted by the Eastham Conservation Commission. 8. Pesticides Definition: Pesticides are defined by the Massachusetts Department of Food and Agriculture Pesticide Bureau as: "substances or mixtures of substances that prevent, destroy, repel, or mitigate pests, or defoliate, desiccate, or regulate plants." Some pesticides are poisonous substances that can have an adverse effect on the natural environment or impair human health. “Pesticide” is the umbrella term that encompasses many different products that includes, but is not limited to, herbicides, fungicides, and insecticides. Use: The DPW Superintendent must determine the necessity for, and when appropriate, approve the use by any town employee or contractor of any pesticide except pesticides that appear on the EPA 25(b) exempted list. Only those pesticides considered minimum risk products that appear on the EPA Toxicity Category III and IV lists may be approved for use by any town employee or private contractor working for the town. Under no circumstances will products containing glyphosate be used. Prohibited Use: Those products that meet the criteria for inclusion on the EPA Toxicity Category I and II lists are permanently prohibited. The use of glyphosate is permanently prohibited. 4 9. Record Keeping Records will be kept of turf management practices and applications (i.e., amount and frequency of application, nutrient content) for all fields and turf areas that are managed with irrigation and/or fertilizer or pesticides. The DPW Superintendent shall keep a written record of any pesticides used under Section 8 above and will document the public necessity for the use of any pesticides used that are in EPA Category III and IV above. 10. Training Municipal personnel involved in turf management will be required to attend training on techniques and best practices associated with organic turf management and non-toxic means of pest control. BOS – First Review: Wednesday August 8, 2012 B0S – Second Review: Wednesday September 5, 2012 BOS – Third Review: Wednesday July 3, 2013 BOS – Final Consideration: Wednesday August 7, 2013 Date of Adoption by Eastham Board of Selectmen: August 7, 2013 Revised by the Eastham Board of Selectmen August 5, 2019 TOWN OF DENNIS Herbicide/Pesticide Management Policy on Town Owned Property Glyphosate Ban Section- 1: Findings and Purpose The Board of Selectmen of the Town of Dennis does hereby find that: The use of products that contain Glyphosate on lands within the Town of Dennis creates a risk contributing to adverse effects on surface and/or ground water. It is necessary to reduce the risk to human health and the environment by eliminating the use of herbicides that contain glyphosate as an ingredient. To not use products containing glyphosate on any town-owned properties, grounds, or facilities the town owns. That in an effort to protect The Town of Dennis and improve water quality throughout the region, the Select Board has determined that banning the use of products containing glyphosate by any Town employee applicator or applicator on Town-owned property is necessary and in the best interest to the public and the Town of Dennis. The Select Board of the Town of Dennis wishes to eliminate the risks associated with products containing glyphosate and therefore seeks to ban the application of glyphosate containing herbicides by all Town employees and commercial applicators in the performance of landscaping and maintenance work on all owned or managed properties in the Town of Dennis and direct all departments to take all actions necessary to accomplish this objective. This policy, when adopted by the Select Board of the Town of Dennis, shall apply to the following spaces owned and managed by the town park commissioners, Dennis conservation commission, Department of Public Works, Golf Department and library board of trustees on the grounds listed below, but not limited to: • athletic fields • playgrounds • grounds of town buildings (police, fire, town hall, transfer station) • traffic islands • parks • rights of way • cemeteries • conservation areas • roadsides • golf courses • cranberry bogs Section- 2: Authority This land management policy is promulgated under the authority granted to the Select Board of the Town of Dennis under Massachusetts General Law providing that Boards may make reasonable policy and under the authority granted to the Select Board of the Town of Dennis to make policy for the protection of public health, safety and the environment Section-3: Definitions Herbicide: a substance that is toxic to plants, used to destroy unwanted vegetation. Glyphosate: the primary ingredient in many broad-spectrum herbicides (e.g., Roundup®, Rodeo®); and is a microbiocide; and is also a metal chelating agent that binds macro- and micronutrients, essential for many plant growth and development processes and pathogen resistance (patented to remove mineral deposits from boilers and steam pipes). Imminent Threat to Public Health: an unpredictable, significant outbreak of poisonous, stinging, or biting insects or other pests, including poisonous or stinging plants that threaten public health. Such events should very rarely, if ever, occur. Examples of alternative management practices the town of Dennis will use instead of products containing glysophate: • mowing • weed whacking • using agricultural vinegar (20% vs household which is 3-5%) and salt or dish soap mixture • citrus based • phytotoxic oils (clove, pine, peppermint or citronella) • smothering with mulch • controlled fires • goats • hand pruning Section- 4: Prohibition The use and application of glyphosate based herbicides by the Town of Dennis employees and/or by private contractors for managing lawns, turf, ornamental beds, and trees is prohibited on all town-owned/operated lands unless an exemption has been granted by this Board. The Select Board may seek the opinion of the Board of Health on such exemptions. This includes all glyphosate herbicides of known and unknown hazard. Section- 5: Inventory of herbicides All the products that contain Glyphosate currently stored in or on town-owned premises shall be compiled by the DPW director who shall have the authority to dispose of any such products, including all GBHs, through the County’s Hazardous waste collection program. Section-6: Exemptions None Section- 7: Training All personnel involved in the approval implementation or evaluation of turf and landscape maintenance should receive training and education in natural, organic cultural and technical methods as the training becomes available. Section- 8: Complaints The Town of Dennis shall investigate complaints received about any parties or acts that may violate any provision of this policy. Section- 9: Effective date This policy shall be effective as of [insert date]. ~ Signatures of all members of the Board of Selectmen in Dennis with effective date of policy Archive d: Friday, March 22, 2024 2:27:21 PM From: Amy von Hone Se nt: Thu, 21 Mar 2024 13:50:24 To: Peter Lombardi Cc: Kimberley Crocker-Pearson Dave Bennett Sherrie McCullough Subje ct: RE: Pesticide Reduction Bylaw Importance : Normal Se ns itivity: None The Board of Health had a brief discussion at their m eeting last night (3/20/24) regarding the proposed Pes tic ide Reduction Bylaw. The Board does not have enough inform ation at this tim e to m ake a recomm endation. They do have concerns about: 1. 1. Enforcem ent requirements and c apac ity to enforc e 2. 2. Capacity to respond to a health emergenc y requiring us e of pestic ides to protec t public health i.e. outbreak of W es t Nile Virus or Eastern Equine Encephalitis requiring em ergency pes tic ide spraying for mosquito control The Board will place this topic on a future agenda, as needed, for purpos es of scheduling an in-depth presentation to m ake a better inform ed rec om mendation to the Select Board, at the Selec t Board’s request. Pleas e advise if there are additional questions regarding the above. Thank you, Amy Am y L. von Hone Health Director Brewster Health Departm ent 508.896.3701 X1120 Page 1 of 2 CAPE COD REGIONAL GOVERNMENT ASSEMBLY of DELEGATES 2023 Session Resolution No. 12 Supporting a proposed Home Rule Petition by the Town of Orleans on Pesticide Reduction Be it Hereby Resolved by the Barnstable County Assembly of Delegates: WHEREAS, scientific studies associate exposure to pesticides with asthma, cancer, developmental and learning disabilities, nerve and immune system damage, liver or kidney damage, reproductive impairment, birth defects, and disruption of the endocrine system; and WHEREAS, infants, children, pregnant women, the elderly, and people with compromised immune systems and chemical sensitivities are especially vulnerable to pesticide effects and exposure; and WHEREAS, pesticides are harmful to pets and wildlife, including threatened and endangered species, soil microbiology, plants, and natural ecosystems; and WHEREAS, toxic runoff from chemical fertilizers and pesticides pollute streams, lakes, estuaries, and drinking water sources; and WHEREAS, the use of pesticides is not necessary to create and maintain green lawns and landscapes given the availability of viable alternatives practices and products; and WHEREAS, people have a right not to be involuntarily exposed to pesticides in the air, water or soil that inevitably result from chemical drift and contaminated runoff; and WHEREAS, sustainable land and building management practices that emphasize non-chemical methods of pest prevention and management, and least-toxic pesticide use as a last resort, will eliminate the use of and exposure to pesticides while controlling pest populations; and WHEREAS, sustainable land and building management practices complement other important goals of Orleans’ maintenance and administration, such as energy conservation and security; and WHEREAS, Orleans embraces a precautionary approach to the use of pesticides in order to adequately protect people and the environment from the harmful effects of pesticides; and WHEREAS, application of chemicals simply for aesthetic/cosmetic purposes has harmful consequences for our ecosystem, children and pets. Pollinators are directly harmed by applications particularly the indiscriminate (and long-term ineffective) spraying of pesticides. NOW THEREFORE, The Assembly of Delegates supports the Home Rule Petition by the Town of Orleans to reduce toxic pesticide use in and on public and private property in the Town of Orleans 2023 Session, Resolution No. 12 Page 2 of 2 in order to promote a healthy environment and to protect the public from the hazards of pesticides, and for implementation of sustainable land and building management practices on all public and private property. The Assembly of Delegates adopted the foregoing Resolution No. 12 at its regular meeting on October 18, 2023 by a roll call vote with delegates representing 100.00% of the population of Barnstable County voting in the affirmative. Attested by: Owen Fletcher, Clerk Assembly of Delegates 50 Federal Street, 3rd floor Boston MA 02110 (617) 423-5775 www.sierraclubmass.org Re: Home Rule Petitions to Reduce Pesticide Use February 20, 2024 The Massachusetts Chapter of the Sierra Club has long supported efforts to reduce pesticide exposure at the state and local levels. Massachusetts General Laws Chapter 132B Section 5A requires the state “to reduce or eliminate, whenever possible, human or environmental exposures to chemical pesticides”, but this section has not been implemented in any measureable way since its passage in 2000. For example, the Chapter has supported “An Act Empowering Towns And Cities To Protect Residents And The Environment From Harmful Pesticides” since its introduction. As this bill has not been passed, many cities and towns have recently initiated home rule petitions in order have some local control over pesticide use in their communities. In particular, Cape communities must be vigilant in protecting its sole-source aquifer. The water supplies on the Cape are already threatened by multiple human sources of toxic chemicals, and pesticides should not be contributing to this ongoing contamination. We commend the town of Orleans for leading efforts on managing outdoor, non- agricultural use of pesticides. Sierra Club research on Massachusetts data reveals that this application class, which is largely cosmetic, accounts for about 80% of all pesticide use by weight. The Massachusetts Sierra Club strongly endorses the “Home Rule Petition for a Pesticide Reduction Bylaw” passed by Orleans Town Meeting in 2023 and similar action by other communities. Respectfully, Vick Mohanka Mass. Sierra Club, Acting Chapter Director vick.mohanka@sierraclub.org 1000 Freemans Way Brewster, MA 02631 March 22, 2024 Mr. Ned Chatelain Chair, Brewster Select Board 2189 Main Street Brewster, MA 02631 Dear Mr. Chatelain, I am writing to express my opposition to the proposed Pesticide Reduction Home Rule Petition, which effectively bans pesticide use at the Captains Golf Course. Captains has an extensive, documented history of environmental stewardship, placing great emphasis on protecting our natural resources, human health, and the aquifer. We provide recreational opportunities to members and guests alike, including golfers from all demographics. We have also seen record numbers of play, with an average of 90,000 rounds since 2020. Captains operates in concert with the environment, and by the guidance of the Best Management Practices for Massachusetts Golf Courses. This HRP will place a ban on all synthetic pesticides, allowing only organic alternatives. However, these alternatives are not viable options when producing high quality playing surfaces, acceptable for modern golf standards. The claim that toxic runoff is polluting streams, lakes, and drinking water sources, is simply not true. Captains has decades of water quality testing results that show pesticide levels have been consistently below levels of quantification; nitrates to groundwater are significantly below EPA thresholds. Nitrogen and phosphorous fertilizer rates have been reduced by 300%, in agreement with the Pleasant Bay Alliance and USGA recommendation. Application area has been reduced by 12.5% as well. We have documented results of reduced water usage, with over 15% savings since 2021. Products impacting pollinators have been eliminated from our IPM programs; in fact, over five acres of pollinator and monarch habitat have been established, with more planned. We are working towards certification with the Audubon Cooperative Sanctuary Program, a leading authority on environmental stewardship. Finally, the Town approved the purchase of three GPS-guided sprayers, an investment of over $350,000. With these sprayers, applied acreage was reduced by over 11 acres, or 16.5%. We now apply our plant protectants exactly where we want them, avoiding any unwanted overspray. In closing, I oppose this Pesticide Reduction Home Rule Petition, as it places undue restrictions on how we will manage Captains Golf Course. We are environmental stewards, and we are protecting the precious resources of Cape Cod. Please stand with Captains and oppose this HRP. Respectfully submitted, Colin J. Walsh Golf Course Superintendent Cape Cod National Golf Club 174 SOUTH ORLEANS ROAD BREWSTER, MASSACHUSETTS 02631 (508) 240-6800 March 23, 2024 Mr. Ned Chatelain Chair, Brewster Select Board 2189 Main Street Brewster, MA 02631 RE: Proposed Pesticide Reduction Home Rule Petition Dear Mr. Chatelain, I am writing to express my concerns about the proposed Pesticide Reduction Home Rule Petition (HRP) and its potential impact on Cape Cod National Golf Club (CCNGG) and the town of Brewster as a whole. First, I would like to highlight golf's significant economic contribution to the Town. With over 125,000 rounds played annually across the three facilities in Brewster, golf is a recreation hub and a vital economic driver. CCNGC, Ocean Edge, and The Captains rely on golf based revenue to generate large financial benefits for the town through jobs, taxes, and associated spending. It seems that the success of the town's golf courses is intertwined with Brewster's overall prosperity. However, the proposed HRP, modeled after the Town of Orleans' HRP, presents challenges to golf course operators that were not adequately considered likely because Orleans does not have any golf courses. It is essential to understand that golf course operators view themselves as stewards of the land and work to enhance the positive impacts of our facilities while mitigating the potentially negative ones. For example, at CCNGC, we have reduced pesticide applications by 18% with an investment in GPS sprayers, eliminated 15 acres of maintained turf, which resulted in significant reductions in water, nitrogen, and pesticide usage, and eliminated the use of chemicals such as Merritt and Round Up due to their potential environmental harm. These steps were taken voluntarily as part of an Integrated Pest Management plan that aims to maintain turf health with limited reliance on fertilizers and pesticides. While we are committed to environmental stewardship and reducing pesticide usage, the proposed HRP imposes restrictions that threaten our ability to operate and thrive. We have built our business on providing the conditions expected in the modern golf environment, and these blanket restrictions do not consider the nuanced approach that responsible operators such as CCNGC have already undertaken. I urge the Brewster Select Board to reconsider the proposed Pesticide Reduction Home Rule Petition in its current form, as failure to do so could have severe unintended consequences. Should the Select Board wish to explore this topic further, we recommend developing a plan that works for Brewster as a whole rather than adopting a plan designed for a different town and their differing circumstances. Respectfully submitted, Michael Walker President & General Manager Cape Cod National Golf Club mwalker@ccngolf.org Archive d: Monday, March 25, 2024 8:28:58 AM From: h curtin Se nt: Sunday, March 24, 2024 11:49:17 AM To: townmanager Subje ct: O cean Edge Golf Course Importance : Normal Se ns itivity: None To: Town of Brewster Selectmen As a fulltime resident of Cape Cod, as the Chair of the Ocean Edge member Golf Committee and as a passionate believer in safeguarding the Cape’s ecosystems I am reaching out in support the initiative brought to you by Ocean Edge Resort, that they be allowed to continue the use of pesticide treatments on the golf course. O ur golf member group fully supports the arguments made that Ocean Edge be included within the commercial agriculture and nurseries exemptions. Thank you for your attention, Howard Curtin Get O utlook for iO S Cape Cod National Golf Club 174 SOUTH ORLEANS ROAD BREWSTER, MASSACHUSETTS 02631 (508) 240-6800 March 24, 2024 Mr. Ned Chatelain Chair, Brewster Select Board 2189 Main Street Brewster, MA 02631 RE: Proposed Pesticide Reduction Home Rule Petition Dear Mr. Chatelain, My name is Eric Strzepek, and I have been honored to serve as the Superintendent of Cape Cod National Golf Club (CCNGC) for the past twelve years. I am writing to express my opposition to the Pesticide Reduction Home Rule Petition (HRP) proposed by the Natural Resources Advisory Commission. The proposed HRP is modeled after one adopted by the Town of Orleans; a town that does not have a single golf course. While this HRP may work for Orleans, it fails to consider the needs of the Town of Brewster and the four golf courses within the town. Contrary to common misconceptions, maintaining high-quality turf does not necessitate heavy pesticide usage, provided a well-designed Integrated Pest Management Plan is in use. CCNGC's plan is designed to create the best golfing conditions through multiple cultural practices and only resorts to using chemicals when absolutely necessary. When we do choose to deploy pesticides, all purchases and applications are made by licensed pesticide purchasers and applicators who must continuously educate themselves on the most current best practices to maintain their licenses. This stands in stark contrast to the average homeowner, who may apply pesticides without proper training or oversight. Beyond our documented responsible use of pesticides, CCNGC has taken on several other environmentally friendly initiatives aimed at preserving our community's environmental heritage. These include voluntarily reducing nitrogen use, suspending the use of neonicotinoids & Round-Up, and adding wildflower "pollinator gardens." We have invested in GPS sprayers, which have lowered pesticide usage by 18% while ensuring that chemicals are never sprayed in areas where we do not want them. We have replaced 15 acres of maintained turf with native grasses, a transition that garnered recognition from the United States Golf Association. These native grass areas are devoid of fertilizers and water and require only very minimal pesticides when compared to maintained turf. All of these initiatives have been taken on as part of a voluntary campaign to enhance the ecological integrity of our property. I urge the Select Board to consider the long-term implications of adopting an HRP that does not take into account the needs of the town's golf courses. By endorsing sustainable practices and investing in environmentally friendly alternatives, we can safeguard Cape Cod's natural beauty and recreational opportunities for future generations without adopting a heavy-handed plan designed for a different community. Respectfully submitted, Eric Strzepek Superintendent Cape Cod National Golf Club estrzepek@ccngolf.org 15044 N. Scottsdale Road, Suite 300 | Scottsdale, AZ 85254 | USA | Tel: +1 480.606.1000 MANAGEMENT | DEVELOPMENT | MARKETING To Whom It May Concern, Troon Golf, L.L.C., as manager of, and on behalf of, Ocean Edge Resort and Golf Club, opposes the current version of the Petition for a Pesticide Reduction Bylaw (the “Petition”). For the reasons discussed below, we firmly advocate for the inclusion of golf courses within the "Exceptions" clause of the Bylaw, akin to commercial farming and nurseries. The proposed restrictions in the Petition would severely hamper our operations in the Town of Brewster. First and foremost, it is important to acknowledge that Golf courses are already permitted and regulated federally by the EPA and within the State of Massachusetts by the DEP. Safety regulations are meticulously crafted and enforced by these agencies and we believe it best to continue that practice and leave such matters to the experts in those agencies and fields of science. The Petition, unfortunately, does not appear to be based on scientific foundation or the research of experts in the industry. Instead it relies on generalized and unsubstantiated ass umptions regarding pesticides and their, wrongfully assumed, irresponsible usage by professional golf course applicators. Such assumptions concerning human and ecological risks lack scientific foundation and contradict established EPA and state regulatory decisions. We urge the board and community members to fully research the rigorous regulatory framework governing modern pesticides' use on regulated golf courses before making a determination in the Petition that could negatively affect businesses within the Town. Pesticides used in regulated golf courses undergo extensive scrutiny, testing, and regulation, surpassing standards applied to consumables, cosmetics, pharmaceuticals, and household substances. EPA environmental scientists and toxicologists dedicate years to evaluating these chemicals to ensure they pose no harm when used as directed. Risk assessment is integral to pesticide product development and regulatory review, akin to evaluations for bridge and highway design, pharmaceuticals, and innumerab le consumer goods. The regulatory bodies only approve pesticides for market placement after thorough testing and evaluation shows they do not pose unacceptable risks to the public. Once approved, these products require re-registration about every 10 years using the most up-to-date metrics and methodologies around human and ecological safety parameters. Broad-brushing safety risks of pesticides based on perceptions and risks associated with chemicals used in the 1950’s (i.e. DDT, heavy metals, arsenic-based products etc.) is like comparing the technology and capabilities of a rotary phone to an iPhone. 15044 N. Scottsdale Road, Suite 300 | Scottsdale, AZ 85254 | USA | Tel: +1 480.606.1000 Just as we trust scientific and regulatory authorities in matters of drugs, vaccines, and other medical advancements, similar trust should extend to crop and plant protection products (i.e., pesticides), which adhere to the highest safety standards. The benefits of pesticides are often overlooked until their absence leads to unmanageable issues such as weed overgrowth, disease outbreaks, and pest infestations . Such issues can then give rise to subsequent ecological, economical, and recreational problems such as loss of revenues and property values, inadequate or dangerous playing fields, increased allergies and invasive species, and aesthetic decline of desirable greenspaces to name a few. Professional applicators judiciously use pesticides to maintain the health of food crops, ornamental plantings, and turfgrass/landscape areas. Dismissing the work of such professionals and claiming that these expensive products are indiscriminately applied to broad swaths of land unnecessarily is unfounded. Professional applicators take their jobs seriously and respect the products and the land in which they are applied, the business for which they operate, and the customer s of those businesses. Based on the foregoing, we advocate against adopting the Petition for a Pesticide Reduction Bylaw in its current form. At a minimum, Golf Courses should be included as “Exemptions”, aligning with exceptions granted to commercial farming and nurseries. Regards, Troon Golf, L.L.C. James J. Ritorto James J. Ritorto Regional Director of Agronomy, Troon Archive d: Monday, March 25, 2024 9:57:11 AM From: Peter Lombardi Se nt: Mon, 25 Mar 2024 13:51:56 To: Select Board Cc: Erika Mawn Subje ct: FW: Review of language of Pesticide Reduction Bylaw Importance : Normal Se ns itivity: None Attachme nts : K P-#910374-v2-BREW_Pesticide_Bylaw_w__K P_Edits.DOCX; H804.pdf; S2448.pdf; Good morni ng, Pl e ase see be l ow and attache d from town counsel re gardi ng the pe sti ci de re ducti on HRP. Pe te r Pete r Lombardi Town Manage r Town of Brewste r 508-896-3701 x. 1128 Brewster Town Of fices are open to the public Monday through Thursday from 8:30am to 4:00pm, and by appointment on Fridays. From: Jonathan G. Murray <JMurray@k-pl aw.com> Sent: Monday, March 25, 2024 9:42 AM To: Pe ter Lombardi <plombardi @brewste r-ma.gov> Cc: Laure n F. Gol dbe rg <LGol dbe rg@k-pl aw.com>; Ke e l i n B. Ciccari e ll o <kci ccari e l l o@k-plaw.com> Subject: RE: Revi e w of l anguage of Pe sti ci de Reduction Byl aw Pet er, Please find attached our c omments and sugges tions . However, as a general c omment , I have serious c oncerns about the st ruc ture and enforc eability of the propos ed by law language. As an alternat ive, and if the Town is still interested in s eeking permis s ion from the Legis lature to regulate pestic ides , the Home Rule Pet it ion c ould simply s eek the authorizat ion to regulate pes tic ides , notwiths tanding t he provis ions of G.L. c . 132B, ins tead of s pecifically inc orporat ing by law language. That way, the Town could develop a by law c ons is tent with loc al needs after the Legislature grant s the exemption via Home Rule Petition. The attached bills pending in the Legis lature regarding Arlington and Newton are c ons is tent with this later approac h. Happy to discus s further, pleas e feel free t o give me a call. If you have any further ques t ions or c oncerns, please do not hesitat e to c ontac t me. Thank y ou, Jonathan Murray Jonathan G. Murray, Esq.KP | LAW 101 Arc h Street, 12th Floor Bos ton, MA 02110 O: (617) 654 1748 F: (617) 654 1735 JMurray @k-plaw.com www.k -plaw.c om This message and the doc uments attac hed to it, if any , are intended only f or the us e of the address ee and may contain inf ormation that is PRIV ILEGED and CONFIDENTIA L and/or may contain A TTORNEY WORK PRODUCT. If y ou are not the intended rec ipient, y ou are hereby notif ied that any diss emination of this c ommunication is strictly prohibited. If y ou hav e rec eiv ed this c ommunic ation in error, pleas e delete all elec tronic copies of this mes sage and attac hments thereto, if any, and destroy any hard copies y ou may hav e c reated and notif y me immediately. From: Pe te r Lombardi <pl ombardi @brewste r-ma.gov> Sent: Tuesday, March 19, 2024 3:32 PM To: Jonathan G. Murray <JMurray@k-pl aw.com> Cc: Laure n F. Gol dbe rg <LGol dbe rg@k-pl aw.com> Subject: FW: Re view of l anguage of Pe stici de Re ducti on Byl aw Jonathan, Pl e ase see attached comme nts & que sti ons about thi s proposed byl aw. I would ask that you focus on the ir comme nts/que sti ons re l ati ve to Secti ons 4-8. Spe ci f i cal l y, Secti ons 4.2, 6A(6), 6B, 6C, and 8. Thanks, Pe te r Pete r Lombardi Town Manage r Town of Brewste r 508-896-3701 x. 1128 Brewster Town Of fices are open to the public Monday through Thursday from 8:30am to 4:00pm, and by appointment on Fridays. ARTICLE 24. HOME RULE PETITION FOR A PESTICIDE REDUCTION BYLAW To see if the Town will vote to authorize and direct the Select Board to petition the Great and General Court of the Commonwealth of Massachusetts for special legislation, authorizing the Town to adopt a Pesticide Reduction Bylaw (the bylaw), the text of which is set forth below, and to authorize the General Court, with the approval of the Select Board, to make changes of form to the text thereto as may be necessary or advisable in order to accomplish the intent and public purpose of this legis lation in order to secure passage; and vote to adopt the bylaw as follows: CHAPTER ____ PESTICIDE REDUCTION BYLAW §1. Purpose. The purpose of this bylaw is to reduce toxic pesticide use in and on public and private property in the Town of Orleans Brewster in order to promote a healthy environment and to protect the public from the hazards of pesticides, and for implementation of sustainable land and building management practices on all public and private property. §2. Findings. A. Scientific studies associate exposure to pesticides with asthma, cancer, developmental and learning disabilities, nerve and immune system damage, liver or kidney damage, reproductive impairment, birth defects, and disruption of the endocrine system. B. Infants, children, pregnant women, the elderly, and people with compromised immune systems and chemical sensitivities are especially vulnerable to pesticide effects and exposure. C. Pesticides are harmful to pets and wildlife, including threatened and endangered species, soil microbiology, plants, and natural ecosystems. D. Toxic runoff from chemical fertilizers and pesticides pollute s streams, lakes, estuaries, and drinking water sources. E. The use of pesticides is not necessary to create and maintain green lawns and landscapes given the availability of viable alternatives practices and products. F. People should have a right not to be involuntarily exposed to pesticides in the air, water or soil that inevitably result from chemical drift and contaminated runoff. G. Sustainable land and building management practices that emphasize non -chemical methods of pest prevention and management, and least -toxic pesticide use as a last resort, will eliminate minimize the use of and exposure to pesticides while controlling pest populations. Commented [A1]: For clarify, you may wish to clarify that these are general findings, and not specific findings as it relates to Brewster. H. Sustainable land and building management practices complement other important goals of Orleans’Brewster’s maintenance and administration, such as energy conservation and security. I. Orleans Brewster embraces a precautionary approach to the use of pesticides in order to adequately protect people and the environment from the harmful effects of pesticides. J. Application of chemicals simply for aesthetic/cosmetic purposes has harmful consequences for our ecosystem, children and pets. Pollinators are directly harmed by applications particularly the indiscriminate (and long -term ineffective) spraying of pesticides. §3. Authority. This bylaw is adopted under authority granted by the Home Rule amendment to the Massachusetts Constitution and the provisions of any Special Legislation passed by the Legislature. §4. Definitions. For the purposes of this bylaw, the following definitions shall apply: Allowed Materials List - The list of acceptable pesticides is limited to the following: 1) All non-synthetic (natural) materials, with the exception of prohibited non -synthetic materials under 7 CFR 205.602; 2) Any synthetic material listed at 7 CFR 205.601 that is labeled for turf uses, subject to discretionary authority to require disclosure of inert ingredients; and 3) 25b listed pesticides under the Federal Insecticide, Fungicide and Rodenticide Act (FIFRA). Inert ingredient - Any substance (or group of substances with similar chemical structures if designated by the Environmental Protection Agency) (EPA) other than an active ingredient that is intentionally included in any pesticide product (40 CFR 152.3(m)) [7 CFR 205.2 Terms defined.], and are not classified by the EPA Administrator as inserts of toxicological concern. [7 U.S.C. 6502(21) Definitions] Non-synthetic (natural) materials - A substance that is derived from mineral, plant, or animal matter and does not undergo a synthetic process as defined in section 6502(21) of the Organic Foods Production Act. For the purposes of this part, ‘non-synthetic’ is used as a synonym for natural as the term is used in the regulations. [7 CFR 205.2 Terms defined.] Pesticide — Any substance or mixture of substances intended for: (i) preventing, destroying, repelling, or mitigating any pest; (ii) use as a plant regulator, defoliant, or desiccant; or (iii) use as a spray adjuvant such as a wetting agent or adhesive. The term Commented [A2]: Would this be an accurate statement of the Town’s policy approach to the use of pesticides? Commented [A3]: This section of the code does not reference turf uses. Is the intent that any synthetic materials listed in this section of the code are acceptable for turf uses only? Commented [A4]: Who’s discretionary authority, the Town Manager? Commented [A5]: Unclear what this last sentence is referring to. This citation references the definition for “State Organic Certification Program” Commented [A6]: Is “this part” this particular definition or the whole document? 'pesticide' includes insecticides, herbicides, fungicides, and rodenticides, but does not include cleaning products other than those that contain pesticidal agents. Synthetic materials - A substance that is formulated or manufactured by a chemical process or by a process that chemically changes a substance extracted from naturally occurring plant, animal, or mineral sources, except that such term shall not apply to substances created by naturally occurring biological processes. [7 CFR 205.2 Terms defined.U.S.C. 6502(21) Definitions] §5. Prohibitions. The application of any Pesticide that is not on the Allowed Material List is prohibited, except as permitted in this bylaw. §6. Exceptions. A. The application of the following Pesticides is allowed: 1. Indoor pest sprays and insect baits (excluding rodent baits) 2. Insect repellants for personal and household use 3. Pet: Flea and tick sprays, powders, and pet collars 4. Kitchen, laundry, and bath disinfectants and sanitizer 5. Products labeled primarily to kill mold and mildew 6. Usage for commercial farming and nurseries. B. Pesticides for the treatment of invasive plants for ecological restoration (see Massachusetts Invasive Plant Advisory Group current lists of Invasive, Likely Invasive, and Potentially Invasive https://www.massnrc.org/mipag/) may be used upon the grant of a waiver by the Town Manager or authorized designee , unless otherwise permitted by the Brewster Conservation Commission. Commented [A7]: Indoor use of rodent baits will be difficult to police. Commented [A8]: This is a list of pesticides that are allowed, but this is a use not a pesticide. Is the intent that any pesticides (allowed under state/federal) are exempted if used in this manner? Commented [A9]: What about “hobby” farms? Commented [A10]: This may be onerous, as most ConComm meetings deal with an application for invasive plant treatment. See suggested added language. C. If an emergency public health situation warrants the use of Pesticides, which would otherwise not be permitted under this bylaw, the Town Manager or authorized designee shall have the authority to grant a temporary waiver on a case-by-case basis after an evaluation of all alternative methods and materials. D. The Cape Cod Mosquito Control Project is exempted from this Bylaw. §7. Enforcement. The enforcement authority shall be the Town Manager, or any town officials as designated by the Select Board to oversee and enforce the provisions of this bylaw. §8. Penalties. As an alternative to initiating criminal proceedings, this Bylaw may be enforced by non- criminal disposition pursuant to G.L. c. 40 § 21D. Any person who violates any provision of this bylaw shall be punished by a fine of one hundred dollars ($100.00) for the first offense and three hundred dollars ($300.00) for each offense thereafter. Each day or portion thereof during which a violation continues shall constitute a separate offense and a violation of each provision of the bylaw shall constitute a separate offense. If the offender is a commercial applicator, the right to do business in Orleans Brewster may be revoked. §9. Severability. The provisions of this bylaw are hereby declared to be severable. If any provision, paragraph, sentence, or clause of this bylaw or the application thereof to any person, establishment, or circumstances shall be held invalid, such invalidity shall not affe ct the other provisions or application of this bylaw. Commented [A11]: Recommend that this be specifically defined. Commented [A12]: In my opinion, this section is problematic. The “right to do business” is extremely vague, and may violate many statutory schemes. Just as one example, if a business is conducted pursuant to a special permit granted under the Zoning Bylaws, the Town is required to enforce via G.L. c. 40A, s. 7, and cannot invoke this general bylaw provision to “revoke” the owner’s right to do business. Even if there was not the issue above, revoking any right requires due process, and this provision does not specify a hearing procedure, criteria, or appeal remedy to an aggrieved owner. Provided, that this bylaw is subject to the Town obtaining special legislation from the Great and General Court of the Commonwealth of Massachusetts authorizing the Pesticide Reduction Bylaw as aforesaid; or to take any other action relative thereto. (Select Board) (Simple Majority Vote Required) PROPOSED MOTION I move this article be accepted and adopted as printed in the warrant and that the Select Board be authorized to petition the Great and General Court for special legislation as set forth therein and that the Pesticide Reduction Bylaw be adopted subject to the approval of the special legislation. SUMMARY The article authorizes the Select Board to file special legislation authorizing the adoption of the proposed bylaw as the application of pesticides in Orleans Brewster is currently primarily regulated by state and federal law. This article also proposes the adoption of a bylaw that seeks to reduce toxic pesticide use in and on public and private property in order to promote a healthy environment and to protect the public from the hazards of pesticide use. It does not prohibit busines ses from selling products containing pesticides to anyone. SB: – YES – NO – ABSTAIN FC: – YES – NO – ABSTAIN Commented [A13]: If the special legislation is passed with the language of the bylaw incorporated you would not then want to pass a bylaw. The confusion would be that the bylaw could not be amended pursuant to the usual procedures for amending bylaws because it would conflict with the special act. However, one could see how not including a bylaw on the matter would be an issue in the sense that the public may not know to look beyond the Bylaws for guidance on these restrictions. Consider whether the Town would rather seek a home rule petition that does not incorporate the full language of the bylaw and just include generic language about authority to reduce pesticide use. If the special legislation is passed then the Town would not only have the authority to pass the bylaw but also to amend it in the future. 1 of 1 HOUSE DOCKET, NO. 230 FILED ON: 1/11/2023 HOUSE . . . . . . . . . . . . . . . No. 804 The Commonwealth of Massachusetts _________________ PRESENTED BY: Sean Garballey and Cindy F. Friedman _________________ To the Honorable Senate and House of Representatives of the Commonwealth of Massachusetts in General Court assembled: The undersigned legislators and/or citizens respectfully petition for the adoption of the accompanying bill: An Act authorizing the town of Arlington to prohibit use of second generation anti-coagulant rodenticides by commercial pesticide applicators. _______________ PETITION OF: NAME:DISTRICT/ADDRESS:DATE ADDED: Sean Garballey 23rd Middlesex 1/10/2023 Cindy F. Friedman Fourth Middlesex 1/11/2023 David M. Rogers 24th Middlesex 1/17/2023 Michelle L. Ciccolo 15th Middlesex 4/10/2023 1 of 1 HOUSE DOCKET, NO. 230 FILED ON: 1/11/2023 HOUSE . . . . . . . . . . . . . . . No. 804 By Representative Garballey of Arlington and Senator Friedman, a joint petition (accompanied by bill, House, No. 804) of Sean Garballey, Cindy F. Friedman and David M. Rogers (by vote of the town) that the town of Arlington be authorized to prohibit use of second generation anti- coagulant rodenticides by commercial pesticide applicators in said town. Environment and Natural Resources. [Local Approval Received.] [SIMILAR MATTER FILED IN PREVIOUS SESSION SEE HOUSE, NO. 5431 OF 2021-2022.] The Commonwealth of Massachusetts _______________ In the One Hundred and Ninety-Third General Court (2023-2024) _______________ An Act authorizing the town of Arlington to prohibit use of second generation anti-coagulant rodenticides by commercial pesticide applicators. Be it enacted by the Senate and House of Representatives in General Court assembled, and by the authority of the same, as follows: 1 SECTION 1. Notwithstanding chapter 132B of the General Laws or any other general or 2 special law to the contrary, the town of Arlington may regulate through local bylaw or board of 3 health regulation or ordinance the use of second generation anti-coagulant rodenticides within 4 the town of Arlington, including prohibiting the use of such pesticides by licensed commercial 5 applicators as defined in 333 C.M.R. 10.00. 6 SECTION 2. This act shall take effect upon its passage. 1 of 1 SENATE DOCKET, NO. 2771 FILED ON: 9/28/2023 SENATE . . . . . . . . . . . . . . No. 2448 The Commonwealth of Massachusetts _________________ PRESENTED BY: Cynthia Stone Creem _________________ To the Honorable Senate and House of Representatives of the Commonwealth of Massachusetts in General Court assembled: The undersigned legislators and/or citizens respectfully petition for the adoption of the accompanying bill: An Act authorizing the City of Newton to prohibit the application of second generation anti- coagulant rodenticides within its borders. _______________ PETITION OF: NAME:DISTRICT/ADDRESS: Cynthia Stone Creem Norfolk and Middlesex Ruth B. Balser 12th Middlesex Kay Khan 11th Middlesex John J. Lawn, Jr.10th Middlesex 1 of 1 SENATE DOCKET, NO. 2771 FILED ON: 9/28/2023 SENATE . . . . . . . . . . . . . . No. 2448 By Ms. Creem, a petition (accompanied by bill, Senate, No. 2448) of Cynthia Stone Creem, Ruth B. Balser, Kay Khan and John J. Lawn, Jr. (with approval of the mayor and city council) for legislation to authorize the City of Newton to prohibit the application of second generation anti- coagulant rodenticides within its borders. Environment and Natural Resources. [Local Approval Received.] The Commonwealth of Massachusetts _______________ In the One Hundred and Ninety-Third General Court (2023-2024) _______________ An Act authorizing the City of Newton to prohibit the application of second generation anti- coagulant rodenticides within its borders. Be it enacted by the Senate and House of Representatives in General Court assembled, and by the authority of the same, as follows: 1 SECTION 1. Notwithstanding chapter 132B of the general laws or any other general or 2 special law to the contrary, the City of Newton may by ordinance prohibit the application of 3 second generation anti-coagulant rodenticides within the City of Newton, including application 4 of such pesticides by licensed commercial applicators as defined in 333 C.M.R. 10.00. 5 SECTION 2. This act shall take effect upon its passage. POND PROPERTY PHASING POND PROPERTY DRAFT PHASING Target 2025 - 2033 TOWN OF BREWSTER SEA CAMPS, BREWSTER MA REED HILDERBRAND 39 REED HILDERBRANDTOWN OF BREWSTER SEA CAMPS, BREWSTER MA 40 POND PROPERTY DRAFT PHASING APPROVALS, STUDIES, DESIGN Wastewater Infrastructure Conceptual Design Community Housing Feasibility Study Ongoing permitting and procurement Housing RFP SITE PREP & INFRASTRUCTURE Improved gravel drive Parking areas, ADA Parking and Drop off Zone Required Infrastructure including stormwater management, as needed RECREATION & COMMUNITY USE ECOLOGY Trail improvements, new trails, ADA accessible path Beach and related amenities Conservation Restriction Replant disturbed areas HOUSING PHASE 1 TOTAL COST: $2,300,000 ADA PARKING & DROP OFF ZONE PARKING & DROP OFF AREAS ROADWAY IMPROVEMENTS NEW WALKING TRAILS ADA ACCESSIBLE PATH TRAIL IMPROVEMENTS COMMUNITY HOUSING AND WASTEWATER TREATMENT CONSERVATION & NATURE PARTNERSHIPS (MASS AUDUBON & BREWSTER CONSERVATION TRUST) BEACH & RELATED AMENITIES PUBLIC BEACH MASS AUDUBON PROGRAMMING Phase 1 (Target 2025-2027) LONG POND WOODLANDS REED HILDERBRANDTOWN OF BREWSTER SEA CAMPS, BREWSTER MA 41 BUILDING DEMO AND REMOVAL APPROVALS, STUDIES, DESIGN Developer Housing Design & Comprehensive Permit Wastewater Treatment final design Ongoing permitting and procurement SITE PREP & INFRASTRUCTURE Building Demo & Removal POND PROPERTY DRAFT PHASING COMMUNITY HOUSING AND WASTEWATER TREATMENT CONSERVATION & NATURE PARTNERSHIPS (MASS AUDUBON & BREWSTER CONSERVATION TRUST) MINOR BUILDING RENOVATIONS FOR MASS AUDUBON RECREATION & COMMUNITY USE ECOLOGY Minor building renovations for Mass Audubon Replant disturbed areas HOUSING PHASE 2 TOTAL COST: $500,000 PUBLIC BEACH MASS AUDUBON PROGRAMMING Phase 2 (Target 2027-2029) LONG POND WOODLANDS REED HILDERBRANDTOWN OF BREWSTER SEA CAMPS, BREWSTER MA 42 APPROVALS, STUDIES, DESIGN SITE PREP & INFRASTRUCTURE WASTEWATER TREATMENT CONSTRUCTION POND PROPERTY DRAFT PHASING Ongoing permitting and procurement Wastewater Treatment Construction COMMUNITY HOUSING AND WASTEWATER TREATMENT CONSERVATION & NATURE PARTNERSHIPS (MASS AUDUBON & BREWSTER CONSERVATION TRUST) RECREATION & COMMUNITY USE ECOLOGY Developer Housing Construction Replant disturbed areas HOUSING PHASE 3 TOTAL COST: $4,500,000 PUBLIC BEACH MASS AUDUBON PROGRAMMING Phase 3 (Target 2029-2031) LONG POND WOODLANDS REED HILDERBRANDTOWN OF BREWSTER SEA CAMPS, BREWSTER MA 43 APPROVALS, STUDIES, DESIGN SITE PREP & INFRASTRUCTURE Wastewater Treatment Connection to Surrounding Residences (TBD) CONNECT WASTEWATER TREATMENT TO SURROUNDING RESIDENCES POND PROPERTY DRAFT PHASING Ongoing permitting and procurement Local and state regulatory agreements COMMUNITY HOUSING AND WASTEWATER TREATMENT CONSERVATION & NATURE PARTNERSHIPS (MASS AUDUBON & BREWSTER CONSERVATION TRUST) RECREATION & COMMUNITY USE ECOLOGY PHASE 4 TOTAL COST: $TBD PUBLIC BEACH MASS AUDUBON PROGRAMMING HOUSING Land management Phase 4 (Target 2031-2033) LONG POND WOODLANDS BAY PROPERTY PHASING REED HILDERBRANDTOWN OF BREWSTER SEA CAMPS, BREWSTER MA 81 BAY PROPERTY DRAFT PHASING Target 2025 - 2033 REED HILDERBRANDTOWN OF BREWSTER SEA CAMPS, BREWSTER MA 82 BAY PROPERTY DRAFT PHASING APPROVALS, STUDIES, DESIGN Zoning Overlay Development & Approval Funding approval (1 of 3) Ongoing permitting and procurement Community Center feasibility study Nature Center Design Sitework Design (Trails, parking) SITE PREP & INFRASTRUCTURE Building Demo & Removal set 1 Required Infrastructure including stormwater management Roadway improvements Building structural Analysis Maintenance of existing buildings RECREATION & COMMUNITY USE All trails, shared use path, fitness loop Athletic field/ flexible open space Renovate outdoor pavilion Summer Recreation Program moves to the Bay Property HOUSING Selective housing renovation of existing buildings ECOLOGY Conservation Restriction Pollinator Meadow and dune restoration Initial woodland/ tree planting STORM WATER MANAGEMENT DUNE & POND ECOLOGICAL IMPROVEMENTS INITIAL WOODLAND / TREE PLANTING BUILDING DEMO REMOVAL SET 1 FLEXIBLE OPEN SPACE RENOVATE OUTDOOR PAVILION INTERIM RECREATION USE (NO RENOVATION) FLEXIBLE OPEN SPACE ATHLETIC FIELD ROADWAY IMPROVEMENTS POLLINATOR MEADOW RENOVATION OF MASS AUDUBON STAFF HOUSING FITNESS STATION SHARED USE PATH PHASE 1 TOTAL COST: $8,300,000 Phase 1 (Target 2025-2027) REED HILDERBRANDTOWN OF BREWSTER SEA CAMPS, BREWSTER MA 83 APPROVALS, STUDIES, DESIGN Ongoing permitting and procurement Funding approval (2 of 3) SITE PREP & INFRASTRUCTURE Building Demo & Removal set 2 RECREATION & COMMUNITY USE Nature Center and parking Picnic areas Tennis courts HOUSING Selective housing renovation of existing buildings ECOLOGY BAY PROPERTY DRAFT PHASING NATURE CENTER PARKING NATURE CENTER BUILDING DEMO REMOVAL SET 2 SELECTIVE RENOVATION OF BUILDINGS FOR HOUSING STAFF HOUSING TENNIS COURTS PICNIC AREAS PHASE 2 TOTAL COST: $5,400,000 Ongoing woodland/tree planting Phase 2 (Target 2027-2029) REED HILDERBRANDTOWN OF BREWSTER SEA CAMPS, BREWSTER MA 84 APPROVALS, STUDIES, DESIGN Ongoing permitting and procurement Community Center Design (if applicable) SITE PREP & INFRASTRUCTURE Demolition and removal of dining hall HOUSING RECREATION & COMMUNITY USE Playground Picnic Areas Community Gardens Renovate boathouse for concessions/events ECOLOGY BAY PROPERTY DRAFT PHASING Renovate Spruce Hill House for staff housing PHASE 3 TOTAL COST: $10,400,000 Ongoing woodland/tree planting Design for Wastewater Treatment Plant RENOVATE BOATHOUSE FOR CONCESSIONS/ EVENTS DEMOLITION AND REMOVAL OF DINING HALL COMMUNITY GARDENS PICNIC AREA RENOVATE SPRUCE HILL HOUSE FOR STAFF HOUSING PLAYGROUND Phase 3 (Target 2029-2031) REED HILDERBRANDTOWN OF BREWSTER SEA CAMPS, BREWSTER MA 85 APPROVALS, STUDIES, DESIGN SITE PREP & INFRASTRUCTURE RECREATION & COMMUNITY USE HOUSING ECOLOGY Renovate administration building Renovate cabins for community use and add parking BAY PROPERTY DRAFT PHASING Ongoing permitting and procurement Establish Framework for Futur e Municipal Uses (Secluded Area) Funding approval (3 of 3) PHASE 4 TOTAL COST: $6,600,000 Ongoing woodland/tree planting Wastewater treatment plant construction (location TBD) RENOVATE CABINS FOR COMMUNITY USE COMMUNITY CABIN PULL OFF PARKING WOODLAND/ TREE PLANTING RENOVATE ADMIN BUILDING Phase 4 (Target 2031-2023) REED HILDERBRANDTOWN OF BREWSTER SEA CAMPS, BREWSTER MA 86 HOUSING ECOLOGY Community Center Construction and Parking (if applicable) BAY PROPERTY DRAFT PHASING Ongoing permitting and procurement APPROVALS, STUDIES, DESIGN SITE PREP & INFRASTRUCTURE RECREATION & COMMUNITY USE PHASE 5 TOTAL COST: $31,000,000 COMMUNITY CENTER CONSTRUCTION AND PARKINGLand Management Phase 5 (Target 2033-2035) FINANCING AND COST REED HILDERBRANDTOWN OF BREWSTER SEA CAMPS, BREWSTER MA 88 POND PROPERTY OVERALL COST ESTIMATION Phase 1 2025-2027 (0% escalation) (5% escalation) (10% escalation) Phase 3 Phase 2 Phase 4 *Cost TBD (cost to connect residents to new wastewater treatment plant) Total CONSTRUCTION ADDITIONAL COSTS TOTAL PER PHASE POTENTIAL OTHER FUNDING BALANCE TO BE FINANCED (DESIGN AND CONTRACTOR FEES, PERMITTING, CONTINGENCY, ESCALATION) $1,400,000 $900,000 $2,300,000 $500,000 $300,000 $5,300,000 $4,500,000 $0 $1,800,000 $200,000 $2,000,000 $2,100,000 $2,400,000 $4,500,000 $100,000 $400,000 $500,000 $3,600,000 $3,700,000 $7,300,000 2027-2029 2029-2031 2031-2033 REED HILDERBRANDTOWN OF BREWSTER SEA CAMPS, BREWSTER MA 89 BAY PROPERTY OVERALL COST ESTIMATION Phase 1 Phase 3 Phase 2 Phase 4 Phase 5 Total CONSTRUCTION ADDITIONAL COSTS TOTAL PER PHASE POTENTIAL OTHER FUNDING BALANCE TO BE FINANCED (DESIGN AND CONTRACTOR FEES, PERMITTING, CONTINGENCY, ESCALATION) $4,700,000 $2,800,000 $19,300,000 $3,500,000 $3,500,000 $33,800,000 $6,700,000 $3,600,000 $1,500,000 $2,700,000 $1,400,000 $1,100,000 $6,800,000 $2,700,000 $9,000,000 $5,500,000 $31,000,000 $8,300,000 $7,600,000 $11,700,000 $10,400,000 $31,000,000 $1,900,000 $5,400,000 $3,100,000 $6,600,000 $27,900,000 $55,000,000$61,777,600 2025-2027 (Community Center Construction) 2027-2029 2029-2031 2031-2033 2033-2035 (0% escalation) (5% escalation) (10% escalation) (15% escalation) (20% escalation) REED HILDERBRANDTOWN OF BREWSTER SEA CAMPS, BREWSTER MA 90 FINANCING What funding sour ces ar e a v ailable t o help pa y f or t his? F ina nc ing op tions will inc lud e a c omb ina tion of t he f ollo wing : - Pub lic Pr iv a t e P a r tners hip s ($4.5+M) - F ed er a l, s t a t e, a nd /or o t her g r a nts - C a p it a l S t a b iliza tion F und ($1.5+M) - F r ee C a s h (a v er a g e $4M/y ea r f or a ll To wn c a p it a l p r ojec ts ) - Gif ts & d ona tions - Pr op er ty r e v enue g ener a tion (t o help c o v er op er a ting e xp ens es ) - Debt (short-term & excluded) C Community Preservation Funds T o wn d e v elop s a nd a nnua ll y up d a t es a 5 Yea r C a p it a l Im p r o v ement Pla n (C IP) t ha t id entif ies a ll up c oming p r ojec ts , initia tiv es , eq uip ment, f a c ilities , a nd a c q uis itions , t heir e xp ec t ed c os ts , a nd t he a ntic ip a t ed fund ing s our c es . F ina nc ing a nd p ha s ing f or t he Sea C a m p s will b e inc or p or a t ed int o t he C IP if t he c om p r ehens iv e p la ns f or t he p r op er ties a r e a p p r o v ed b y Br e ws t er v o t ers . Sources FINANCING Sequencing How will this impact my taxes? If the plans are approved by Town Meeting in May, the Town anticipates asking Brewster voters to approve up to three rounds of excluded debt to help finance the plans over the next decade. • Round 1 would include funding for all phases of the pond plan and the first two phases of the bay plan, including the community center feasibility study. It would be brought to Town Meeting and the ballot in Fall 2024. • Round 2 would fund phases 3 and 4 of the bay plan, including community center design (if applicable). This debt exclusion would likely be brought to Brewster voters in 2028. • Round 3 would fund phase 5 of the bay plan, which is construction of the new community center (if applicable). Based on the current timeline, this final funding request would be around 2031. Round 1 Round 2 Round 3 PHASES All Pond + Bay 1&2 Bay 3&4 Bay 5 YEAR 2024 2028 2031 ANTICIPATED DEBT ISSUANCE TAX RATE IMPACT* +$.11/1000 +$.14/1000 ($.25 total) +$.30/1000 ($.55 total) TAX BILL IMPACT ON MEDIAN HOME** +$81 +$97 ($174 total) +$216 ($390 total) * would impact the following fiscal year tax bills - eg. 2024 approval would impact FY26 tax bills (Fall 2025) * * assumes 25 year level debt term and conservative 3.85% interest rate (Brewster has the highest possible bond rating, AAA, which helps secure the lowest possible interest rates) TOWN OF BREWSTER SEA CAMPS, BREWSTER MA REED HILDERBRAND W XY ihb LEC 91 3/5/2024 Town of Brewster-Sea Camp Property Improvements 25 YEAR BONDS Non-Bank Qualified-Tax Exempt Level Debt Average Average Average ANNUAL 100.00%IMPACT IMPACT FISCAL Phase 1 Coupon Phase 2 Coupon Phase 3 Coupon DEBT NET RESID.per $100K YEAR Principal 3.85%Principal 3.85%Principal 3.85%SERVICE DEBT SVC TAX RATE HOUSE 2025 $0 $0 $0 $0 $0 $0 $0 $0.00 $0.00 $0.00 2026 265,000.00 438,900.00 0.00 0.00 0.00 0.00 $703,900 $703,900.00 $0.11 $10.79 2027 275,000.00 428,697.50 0.00 0.00 0.00 0.00 $703,698 $703,697.50 $0.11 $10.79 2028 285,000.00 418,110.00 0.00 0.00 0.00 0.00 $703,110 $703,110.00 $0.11 $10.78 2029 300,000.00 407,137.50 335,000.00 558,250.00 0.00 0.00 $1,600,388 $1,600,387.50 $0.25 $24.53 2030 310,000.00 395,587.50 350,000.00 545,352.50 0.00 0.00 $1,600,940 $1,600,940.00 $0.25 $24.54 2031 325,000.00 383,652.50 365,000.00 531,877.50 0.00 0.00 $1,605,530 $1,605,530.00 $0.25 $24.61 2032 340,000.00 371,140.00 380,000.00 517,825.00 720,000.00 1,193,500.00 $3,522,465 $3,522,465.00 $0.54 $54.00 2033 355,000.00 358,050.00 400,000.00 503,195.00 750,000.00 1,165,780.00 $3,532,025 $3,532,025.00 $0.54 $54.15 2034 370,000.00 344,382.50 415,000.00 487,795.00 780,000.00 1,136,905.00 $3,534,083 $3,534,082.50 $0.54 $54.18 2035 385,000.00 330,137.50 430,000.00 471,817.50 815,000.00 1,106,875.00 $3,538,830 $3,538,830.00 $0.54 $54.25 2036 400,000.00 315,315.00 450,000.00 455,262.50 850,000.00 1,075,497.50 $3,546,075 $3,546,075.00 $0.54 $54.36 2037 420,000.00 299,915.00 470,000.00 437,937.50 885,000.00 1,042,772.50 $3,555,625 $3,555,625.00 $0.55 $54.51 2038 435,000.00 283,745.00 490,000.00 419,842.50 925,000.00 1,008,700.00 $3,562,288 $3,562,287.50 $0.55 $54.61 2039 455,000.00 266,997.50 510,000.00 400,977.50 965,000.00 973,087.50 $3,571,063 $3,571,062.50 $0.55 $54.74 2040 475,000.00 249,480.00 530,000.00 381,342.50 1,005,000.00 935,935.00 $3,576,758 $3,576,757.50 $0.55 $54.83 2041 495,000.00 231,192.50 555,000.00 360,937.50 1,045,000.00 897,242.50 $3,584,373 $3,584,372.50 $0.55 $54.95 2042 515,000.00 212,135.00 580,000.00 339,570.00 1,090,000.00 857,010.00 $3,593,715 $3,593,715.00 $0.55 $55.09 2043 535,000.00 192,307.50 605,000.00 317,240.00 1,140,000.00 815,045.00 $3,604,593 $3,604,592.50 $0.55 $55.26 2044 560,000.00 171,710.00 630,000.00 293,947.50 1,185,000.00 771,155.00 $3,611,813 $3,611,812.50 $0.55 $55.37 2045 585,000.00 150,150.00 655,000.00 269,692.50 1,235,000.00 725,532.50 $3,620,375 $3,620,375.00 $0.56 $55.50 2046 610,000.00 127,627.50 685,000.00 244,475.00 1,290,000.00 677,985.00 $3,635,088 $3,635,087.50 $0.56 $55.73 2047 635,000.00 104,142.50 710,000.00 218,102.50 1,345,000.00 628,320.00 $3,640,565 $3,640,565.00 $0.56 $55.81 2048 660,000.00 79,695.00 745,000.00 190,767.50 1,400,000.00 576,537.50 $3,652,000 $3,652,000.00 $0.56 $55.99 2049 690,000.00 54,285.00 775,000.00 162,085.00 1,460,000.00 522,637.50 $3,664,008 $3,664,007.50 $0.56 $56.17 2050 720,000.00 27,720.00 805,000.00 132,247.50 1,520,000.00 466,427.50 $3,671,395 $3,671,395.00 $0.56 $56.28 2051 0.00 0.00 840,000.00 101,255.00 1,585,000.00 407,907.50 $2,934,163 $2,934,162.50 $0.45 $44.98 2052 0.00 0.00 875,000.00 68,915.00 1,655,000.00 346,885.00 $2,945,800 $2,945,800.00 $0.45 $45.16 2053 0.00 0.00 915,000.00 35,227.50 1,725,000.00 283,167.50 $2,958,395 $2,958,395.00 $0.45 $45.35 2054 0.00 0.00 0.00 0.00 1,800,000.00 216,755.00 $2,016,755 $2,016,755.00 $0.31 $30.92 2055 0.00 0.00 0.00 0.00 1,875,000.00 147,455.00 $2,022,455 $2,022,455.00 $0.31 $31.00 2056 0.00 0.00 0.00 0.00 1,955,000.00 75,267.50 $2,030,268 $2,030,267.50 $0.31 $31.12 $11,400,000 $6,642,213 $14,500,000 $8,445,938 $31,000,000 $18,054,383 $90,042,533 $90,042,533 $1,380.37 Tax rate based on Fiscal 2024 ($6,523,093,480) assessed valuation and home median value of $100,000 Does not include short-term issuance which will reduce the amortization years proportionately Interest rate subject to change based upon market interest rates Town of Brewster PARKING KAYAK RACKS CONSESSIONS/ EVENT SPACE PUBLIC RESTROOMS PARKING AMPHITHEATER REMOVE DINING HALL & REWIID FLEXIBLE GATHERING SPACE EVENT SPACE/ PICNIC PAVILION STAFF HOUSING INTERIM RECREATION USES/FUTURE MUNICIPAL USES PARKING FLEXIBLE RECREATION / EVENT SPACE TENNIS COURTS OVERFLOW PARKING FLEXIBLE OPEN SPACE (ATHLETIC FIELD, EVENTS) POLLINATOR MEADOW R*' 4S�G0o PARTIAL REW ILD + SEASONAL COMMUNITY USE (ARTIST CABINS/ STUDIOS) COMMUNITY COMMONS NATURE BASED PROGRAMS NATURE CENTER (MASS AUDUBONI MASS AUDUBON HOUSING/ SHORT TERM RENTALS FITNESS LOOP SEASONAL COMMUNFTY USE COMMUNITY GARDEN (251 PARKING GROVE PICNIC AREA TRAIL CONNECTION TO SPRUCE HILL AREA FOR NEW COMMUNFTY CENTER (INCLUDES COA,REC DEPT( PLAYGROUND ARTS CENTER ref HOUSING if I yI F / I HOUSING o ro 200 REED HILDERBRANDTOWN OF BREWSTER SEA CAMPS, BREWSTER MA 96 POND PROPERTY COMPREHENSIVE PLAN Overall Plan PARKING ~ 8 SPOTS (0.5 MILES FROM BEACH) PARKING ~ 16 SPOTS (0.3 MILES FROM BEACH) EXPANDED TRAILS IMPROVED GRAVEL DRIVE CONSERVATION & NATURE PARTNERSHIPS (MASS AUDUBON & BREWSTER CONSERVATION TRUST)PUBLIC BEACH MASS AUDUBON PROGRAMMING 10 ACRES COMMUNITY HOUSING AND WASTEWATER TREATMENT ADA PARKING & DROP OFF ZONE ~ 4 SPOTS (0.1 MILES FROM BEACH) LONG POND WOODLANDS September 2021 7 x The Pond parcel is largely undeveloped x Structures include boating equipment storage & an office Voter Information: Potential Acquisition of the Cape Cod Sea Camps SEA CAMPS POND PARCEL: Overview SEA CAMPS POND PARCEL: Facilities Address 500 W.H. Besse Cartway Owner Camp Wono, Inc. Size 66 acres Parcel ID 84-45 Zoning Residential Medium (RM) & Residential Rural (RR) Zoning About half of parcel is in Zone II (aquifer recharge area), Brewster Considerations Water Protection District & Natural Resource Protection District Frontage 765 feet (Route 137) Shoreline ~1,200 feet SEA CAMPS POND PARCEL: Potential Town Uses x New public beach & beach parking on Long Pond (possibly residents only) x Recreation activities, e.g., swimming lessons, boating, sailing x Conservation/open space, habitat & watershed protection x Public watercraft storage (kayak, canoe, stand-up paddleboard) x Partnership with Brewster Conservation Trust to develop extensive hiking/trail system of 100+ acres when combined with adjacent Robinson property x Partnership with Massachusetts Audubon Society to develop on-site programs x Appropriately scaled community housing near Route 137 (partnering with Brewster Affordable Housing Trust) SEA CAMPS POND PARCEL: Pledged Contributions x Brewster Conservation Trust $1.5 million x Massachusetts Audubon Society $1.0 million x Brewster Water Department Enterprise Retained Earnings $250,000 September 2021 8 SEA CAMPS POND PARCEL: Maps LEGEND Pond Parcel Boundary Long Pond Rd. (137) Acres: 66 September 2021 9 Photos by Town of Brewster except where noted. SEA CAMPS POND PARCEL: Photos Beachfront Keen-Summit; Phoenix Management Beachfront Access Road Keen-Summit; Phoenix Management Long Pond Frontage Keen-Summit; Phoenix Management Long Pond Frontage Keen-Summit; Phoenix Management Keen-Summit; Phoenix Management Undeveloped acreage September 2021 10 SEA CAMPS BAY PARCEL: Overview Address 3057 Main Street, Brewster Owner Camp Wono, Inc. Size 54.7 acres Parcel ID 101-45 Zoning RM (Residential Medium Density) Zoning Old King’s Highway Historic District, soil conservancy district & wetlands Considerations Frontage 824 feet (on Main Street) Shoreline ~800 feet SEA CAMPS BAY PARCEL: Facilities x Administration building x 50+ cabins, cottages & dorms x Beachfront x Boathouse x Dining hall with commercial kitchen area x Olympic-sized swimming pool with swimming pavilion x Art center x Basketball courts x 9 lighted tennis courts x Fields for soccer, lacrosse, baseball, archery, field hockey & other sports x 2 outdoor theatres x Maintenance building & garage x Woodworking shop SEA CAMPS BAY PARCEL: Potential Town Uses x New public beach & beach parking (possibly residents only) x Community center & group meeting spaces x Expanded municipal recreation facilities: swimming pool, tennis, basketball, outdoor theatres, basketball, boating/sailing, playgrounds, trails x Town offices x Conservation, open space & habitat protection, coastal resiliency x Partnership(s) to expand recreational activities & programs x Bike trail spur from Cape Cod Rail Trail to beach x Boat moorings SEA CAMPS BAY PARCEL: Pledged Contributions x Massachusetts Audubon Society $1.0 million x Anonymous Private Donor $750,000 September 2021 11 SEA CAMPS BAY PARCEL: Maps LEGEND Bay Parcel Boundary Main St. (6A) Acres: 54.7 September 2021 12 Photos by Town of Brewster except where noted. SEA CAMPS BAY PARCEL: Photos Administration Building Keen-Summit; Phoenix Management Keen-Summit; Phoenix Management Recreation Facilities Capecodseacamps.com Arts Center Arts Center Beachfront Boat House www.Catalystarchitects.com Recreation Facilities Cape Cod Sea Camps Bay Parcel Pond Administration Building Recreation Facilities September 2021 13 ABOUT EMINENT DOMAIN Legal right of governments to acquire property for public purposes Requires just compensation to the owner of property Brewster Town Meeting has authorized at least 31 major eminent domain actions since 1918 REQUIREMENTS FOR BREWSTER TO ACQUIRE THE SEA CAMPS IF EMINENT DOMAIN IS NEEDED Acquisition must be for public purpose (Done) Property must be identified (Done) Title research is required (Done) Brewster voters must authorize and appropriate funds (Town Meeting and local election) Property inspection is required Just compensation must be provided NEXT STEPS IF EMINENT DOMAIN ACQUISITION OF THE SEA CAMPS IS AUTHORIZED Order of Taking: The Select Board will adopt an Order of Taking. Recording: The Order of Taking is recorded by the Barnstable County Registrar of Deeds. o Once recorded, the Town of Brewster becomes the legal owner. o Recording permits the Town to provide compensation to the former owner. Notice of Taking: Notice is provided to others with an interest in the properties, e.g., a bank holding a mortgage. Just Compensation to the Former Owner: The Town will calculate fair compensation for the former owners based on carefully prepared appraisals and expert consultation. o “Just Compensation”: Fair market value of the property at the time the property is transferred. The Town acquired appraisals to determine just compensation. Appeal: The former owner has 3 years to appeal the Town’s action. o Appeal process: If appealed, a jury trial will be held. If the jury awards a higher amount than paid, Brewster voters would need to approve appropriation of the difference. REFERENCE: Commonwealth of Massachusetts, General Laws Chapter 79: Eminent Domain https://malegislature.gov/Laws/GeneralLaws/PartI/TitleXIII/Chapter79 POTENTIAL USE OF EMINENT DOMAIN TO ACQUIRE THE CAPE COD SEA CAMPS September 2021 14 TOWN OF BREWSTER SPECIAL TOWN MEETING SEPTEMBER 25, 2021 Barnstable, ss To: Roland W. Bassett, Jr. Constable of the Town of Brewster Greetings: In the name of the Commonwealth of Massachusetts, you are hereby directed to notify and inform the Town of Brewster inhabitants qualified to vote in Town affairs to meet at the Stony Brook Elementary School, 384 Underpass Road, on Saturday, SEPTEMBER 25, 2021, next, at 10:00 o’clock in the morning, then and there to act upon the following articles: ARTICLE NO. 1: LAND ACQUISITION - 500 W.H. BESSE CARTWAY To see if the Town will authorize the Select Board to acquire, by purchase, gift, and/or eminent domain, the parcel of land with the improvements thereon located at 500 W.H. Besse Cartway, Brewster, containing 66 acres, more or less, shown on Assessors Map 84 as Parcel 45, and described in a deed recorded with the Barnstable Registry of Deeds in Book 1388, Page 1185, for habitat protection, watershed protection, open space, conservation and passive recreation, active recreation, community housing, and/or general municipal purposes, and for the purpose of granting conservation easements and/or restrictions on such portions of the property that the Select Board may determine to provide for habitat protection, watershed protection, open space, conservation and passive recreation purposes, and to raise and appropriate, transfer from available funds, and/or borrow a sum to fund the foregoing acquisition and the payment of all costs incidental or related thereto; provided, however, that the appropriation authorized hereunder shall be contingent upon approval by the voters of a ballot question to exclude the amounts to pay for any bonds or notes authorized for this purpose from the provisions of Proposition 2½, so called, and to authorize the Select Board to convey the foregoing conservation easements and/or restrictions to charitable corporations or trusts whose purposes include conservation of land or water areas on such terms and conditions as the Select Board deems appropriate, and, further, to authorize the Select Board and/or its designee to apply for, accept and expend any state and/or federal grants and/or loans or other public or private funds that may be available for the foregoing purposes and to take any and all actions and execute any and all documents necessary or convenient to accomplish the foregoing purposes; or take any other action in relation thereto. (Board of Selectmen) (Two-Thirds Vote Required) COMMENT This article will authorize the Select Board to acquire the so-called Long Pond parcel located at 500 W.H. Besse Cartway for a number of potential public purposes. This 66 acre parcel is currently the largest privately held property in Brewster. It has almost 800 feet of frontage on Long Pond Road (Route 137) and about 1,200 feet of shoreline in the northeast corner of Long Pond. It is mainly comprised of wooded upland and is largely undeveloped. About half of the property is located in the Town’s Zone II (aquifer recharge area), Brewster Water Protection District and Natural Resource Protection District. It is immediately adjacent to Long Pond Woodlands (the so-called Robinson property), 42 acres of conservation land purchased by the Town several years ago. September 2021 15 The acquisition of this land is contingent on approval of a debt exclusion ballot measure at the local election to be held on October 5, 2021. To date, the Town has secured pledges of $1.5 million from the Brewster Conservation Trust and $1 million from Mass Audubon to assist with the acquisition costs of this parcel. The Brewster Water Commission has also approved appropriating $250,000 in available retaining earnings to help with acquisition expenses. While a number of potential future public uses are contemplated in the warrant article, if the Town acquires this parcel, we will undertake a resident engagement process that will inform the development of a Master Plan. It is anticipated that a majority of this property will be permanently protected with a conservation restriction. The Master Plan will provide specific details and, once completed, will be brought back to a future Town Meeting for voter consideration and approval. Selectmen: Yes 5, No 0, Abs 0 Finance Committee: Yes 7, No 0, Abs 0 ARTICLE NO. 2: LAND ACQUISITION - 3057 MAIN STREET That the Select Board is authorized to acquire, by purchase, gift, and/or eminent domain, the parcel of land with the improvements thereon located at 3057 Main Street, Brewster, containing 54.7 acres, more or less, shown on Assessors Map 101 as Parcel 45, and described in a deed recorded with the Barnstable Registry of Deeds in Book 1388, Page 1188 (excluding therefrom the parcel shown on Assessors Map 101 as Parcel 46) and in Certificate of Title No. 30242, for habitat protection, watershed protection, open space, conservation and passive recreation, active recreation, community housing, community center and/or general municipal purposes, and for the purpose of granting conservation easements and/or restrictions on such portions of the property that the Select Board may determine to provide for habitat protection, watershed protection, open space, conservation and passive recreation purposes, and to raise and appropriate, transfer from available funds, and/or borrow a sum to fund the foregoing acquisition and all costs incidental or related thereto; provided, however, that the appropriation authorized hereunder shall be contingent upon approval by the voters of a ballot question to exclude the amounts to pay for any bonds or notes authorized for this purpose from the provisions of Proposition 2½, so called, and to authorize the Select Board to convey the foregoing conservation easements and/or restrictions to charitable corporations or trusts whose purposes include conservation of land or water areas on such terms and conditions as the Select Board deems appropriate, and, further, to authorize the Select Board and/or its designee to apply for, accept and expend any state and/or federal grants and/or loans or other public or private funds that may be available for the foregoing purposes and to take any and all actions and execute any and all documents necessary or convenient to accomplish the foregoing purposes; or take any other action in relation thereto. (Board of Selectmen) (Two-Thirds Vote Required) COMMENT This article will authorize the Select Board to acquire the so-called Bay parcel located at 3057 Main Street for a number of potential public purposes. This 55 acre parcel is currently the 4th largest privately held property in Brewster. It is located within the Old King’s Highway Historic District and has over 800 feet of frontage on Main Street (Route 6A). It has about 800 feet of shoreline on Cape Cod Bay and is adjacent to Town-owned conservation land and beach at Spruce Hill. Serving as the primary location for September 2021 16 Cape Cod Sea Camps operations for many years, this property has extensive recreation facilities including an Olympic-sized outdoor swimming pool, lighted tennis courts, outdoor theatres, fields for a variety of sports, basketball courts, and a boathouse and an arts center – both built within the last 10 years. This parcel has 50+ cabins and cottages as well as a dining hall, a health center, a historic administrative building, a maintenance area and a garage. The acquisition of this property is contingent on approval of a debt exclusion ballot measure at the local election to be held on October 5, 2021. To date, the Town has secured pledges of $1 million from Mass Audubon and $750,000 from an anonymous private donor to assist with the acquisition costs of this parcel. Other organizations have expressed interest in potentially partnering with the Town in the future on this property, including YMCA Cape Cod and the Trustees of Reservations. While a number of potential future public uses are contemplated in the warrant article, if the Town acquires this parcel, we will undertake a resident engagement process that will inform the development of a Master Plan. The Master Plan, once completed, will be brought back to a future Town Meeting for voter consideration and approval. Selectmen: Yes 5, No 0, Abs 0 Finance Committee: Yes 7, No 0, Abs 0 ARTICLE NO. 3: MAINTENANCE AND UPKEEP OF PROPERTIES To see if the Town will vote to transfer from free cash the sum of $200,000 to pay costs associated with the maintenance, security, operations, repair and/or rehabilitation of the parcels of land and the improvements thereon located at 3057 Main Street and/or 500 W.H. Besse Cartway, with said moneys to be expended under the direction of the Select Board; or take any other action in relation thereto. (Board of Selectmen) (Majority Vote Required) COMMENT These funds will be used to cover interim operating expenses associated with the general maintenance of one or both properties the Town is seeking to acquire in Articles 1 and 2 in this warrant. Depending on which properties the Town ultimately acquires, the timing of when those acquisitions occur, and the extent to which public access to these properties will be provided in the near term will impact when further such appropriations will be necessary. The Town has developed an initial budget for maintaining the properties based on the information available at this time. This plan will be further refined and updated once the Town has access to additional information about the facilities. Property maintenance will also include utilizing some existing Town staffing resources. The Town may partner with other organizations to mitigate some of these interim expenses. The Master Plan process is intended to clearly define future ongoing operating expenses associated with one or both properties based on anticipated future uses and potential partnerships. Selectmen: Yes 5, No 0, Abs 0 Finance Committee: Yes 7, No 0, Abs 0 September 2021 17 You are hereby directed to serve this Warrant with your doings thereon to the Town Clerk at the time and place of said meeting as aforesaid. Given under our hand and Seal of the Town of Brewster affixed this 3rd day of September 2021. ___________________________________ Cynthia A. Bingham, Chair ___________________________________ David C. Whitney, Vice Chair ___________________________________ Edward B. Chatelain, Clerk ___________________________________ Mary Chaffee ___________________________________ Kari Hoffmann I, Roland W. Bassett Jr, duly qualified Constable for the Town of Brewster, hereby certify that I served the Warrant for the Special Town Meeting of September 25, 2021, by posting attested copies thereof, in the following locations in the Town on the 3rd day of September 2021. Brewster Town Offices Café Alfresco Brewster Ladies Library Brewster Pizza House The Brewster General Store Millstone Liquors U. S. Post Office _________________________________ Roland W. Bassett, Jr. Constable COMMENT The Brewster floodplain district was first adopted as a zoning overlay in 1985. The bylaw has been amended over time as subsequent district boundaries and state and federal regulations have changed. The amendments proposed in this article are designed to incorporate recommended changes from the state’s updated model floodplain bylaw. No changes to the floodplain district boundary are proposed as part of this zoning bylaw amendment. Select Board: Yes 5, No 0, Abs 0 Finance Committee: Yes 7, No 0, Abs 0 Planning Board: Yes 7, No 0, Abs 0 DRUMMER BOY PARK MASTER PLAN UPDATE ARTICLE NO. 12: To see if Town will vote to accept the 2021 Drummer Boy Park Master Plan, or to take any other action relative thereto. (Select Board) (Majority Vote Required) COMMENT After purchasing the Drummer Boy property in 1988, a Comprehensive Master Plan was developed and adopted by Town Meeting in 1995. That plan identified opportunities and constraints for the site and developed a programmatic plan for the property via a phased implementation approach. Some of these improvements, including the bandstand, playground, and walking paths, have been implemented. Twenty-five years later, Drummer Boy Park continues to provide diverse active and passive recreational uses for countless residents and visitors, and it remains a vital community asset. In 2020, the Select Board established the Drummer Boy Park Advisory Committee to review the park’s current condition and uses, develop designs for expanded or alternative uses, and estimate costs and funding scenarios for such future plans. The resulting updated Master Plan was informed by feedback from residents and relevant stakeholders such as the Brewster Historical Society and Brewster Conservation Trust, who own adjacent properties. The goals of this new Plan are to preserve the character of the park, improve views of the bay, enhance existing uses, and provide additional access to and throughout the park. The Plan also seeks to account for future increased use given the proposed construction of a new elevated boardwalk to Wing Island from the Town-owned conservation land immediately to the east of Drummer Boy. Additional details and more information on the Plan can be found on the Drummer Boy Park Advisory Committee on the Town website or in the Town Administrator’s office. Select Board: Yes 5, No 0, Abs 0 Finance Committee: Yes 7, No 0, Abs 0 59 60 60 Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 townmanager@brewster-ma.gov MEMORANDUM TO: Select Board FROM: Peter Lombardi, Town Manager RE: Millstone Road Project Update & Temporary Easements DATE: March 22, 2024 Over the past several months, the Town has sent three rounds of correspondence to residents on Millstone Road to update them on the project status and to secure their authorization to temporarily access a portion of their property once construction begins. At this point, all necessary state and local permits have been approved and the Town is prepared to begin construction work in Fall 2024. In order to finalize the design plans and put the project out to bid (planned in June), we need to secure approvals from all impacted residents to allow temporary property access to complete the site work. As a reminder, the Town redesigned the project in 2022 to ensure no permanent Town easements will be needed. With this in mind, the Town Meeting vote in November 2022 explicitly exempted eminent domain as a policy tool to move forward with the project – see attached. In spite of our concerted outreach efforts, the Town has only received executed temporary easement agreements from 57 residents to date – just over half of the properties on Millstone that will be temporarily impacted. We have spoken to a few residents who have indicated they will not grant the Town the right to even temporarily use their property to properly tie the project in and we have redesigned the project to accommodate their concerns. Our DPW Director, Griffin Ryder, and Project Manager, Conor Kenny, have spent countless hours meeting with residents on their properties to explain the project plans and make small adjustments where possible. The Town has also extended the option to residents to either receive payment for the temporary impacts or the equivalent value of landscaping. However, at this point, approximately 50 residents have simply not responded. Accordingly, we are now recommending bringing an article to Town Meeting in May that would allow the Town to legally secure this temporary access through a taking. The taking would only apply to the properties owned by residents who have been non- responsive. If approved, these residents will receive the same level of compensation as they would have otherwise by executing the temporary easement agreements. Office of: Select Board Town Manager We plan to send out the attached draft letter by March 29 to give residents an update and provide them with one last opportunity to respond to the Town in advance of the Town Meeting vote on May 11. Town of Brewster Special Town Meeting Report November 14th, 2022 The warrant for the Annual Town Meeting will be closed to citizen petitioned articles 75 days before each Annual Town Meeting and be in the hands of the Finance Committee by 60 days before each Annual Town Meeting, commencing in 1980. The warrant for any special town meeting will be closed to citizen petitioned articles 45 days before each special town meeting; provided, however, that the Select Board may close the warrant for a special town meeting at any time prior to the 15th day before such meeting if it determines that the 45 -day deadline is impractical under the circumstances of a particular meeting. Or to take any other action relative thereto. (Select Board) (Majority Vote Required) Mo ' deb Select Board Chair David Whitney: I move thanArticle Number 9 be indefinitely postponed. ACTION: Adopted to Indefinitely Postpone. Voter Cards. 8'2 LOCAL COMPREHENSIVE PLAN ARTICLE NO. 10: To see if the Town will vote to adopt an updated Master Plan for Brewster which has been developed by the Vision Planning Committee, a copy of which plan is on file at the Town Clerk's office and posted on the Town's website, and which plan if adopted by the Town Meeting would constitute Brewster's Local Comprehensive Plan as defined in Section 9 of the Cape Cod Commission Act (Chapter 716 of the Acts of 1989). Or take any other action relative thereto. (Select Board & Planning Board) (Majority Vote Required) Motion made by Select Board Member Kari Hoffmann: I move to approve Article Number 10 as printed in the warrant. ACTION: Motion made by Citizen Carol Marie Anderson: I move to indefinitely postpone Article 10. ACTION on Motion by Carol Marie Anderson: Defeated. Voter Cards. Motion made by Citizen Leonard Egext: I move to commit Article 10 and the Local Comprehensive plan to the Vison Planning Committee for further review. ACTION on Motion by Leonard Eaert: Yes — 248, No — 148. Counted. • The Moderator Charles Sumner announced that Article No. 11 was preferred by Bond Counsel to have a 2/3 vote to pass, not just a majority. 10:33vm TEMPORARY EASEMENTS: MILLSTONE ROAD IMPROVEMENT PROJECT ARTICLE NO. 11: To see if the Town will vote to authorize the Select Board to a`.cquire, by purchase, gift, and/or eminent domain, permanent and/or temporary right of way, utility, drainage, access, construction and other easements in, on, under, and across the parcels of land at or near Millstone Road for the purpose of improving Millstone Road and for any and all purposes and uses incidental or related thereto, and, further, to raise and appropriate, transfer from available funds, and/or borrow a sum of.money for the foregoing purposes. Or to take any other action related thereto. (Select Board) (Majority Vote Required) Motion made by Select Board aj ember Edward "Ned" Chatelain: I move to approve Article Number 11 as printed in the warrant, except delete the reference to "eminent domain" and as funding therefor the sum of $400,000, being a portion of the $10,000,000 previously appropriated as authorized road bond funds as voted Page 10 of 13 Town of Brewster Special Town Meeting Report November 14th, 2022 pursuant to Article 30 at the May 4, 2015 Annual Town Meeting, shall be utilized, with such amount to be expended at the direction of the Town Administrator with the approval of the Select Board. ACTION: Adopted by a Moderator declared 2/3 majority. Voter Cards. 10:53nm PRIVATE ROAD BETTERMENT: VESPER POND DRIVE ARTICLE NO. 12: To see if the Town will vote to raise and appropriate, transfer from available funds, and/or borrow a sum of money pursuant to MGL Ch. 40, Secs. 7 and 8, Chapter 297 of the Acts of 2002, Chapter 373 of the Acts of 2006, and/or any other enabling authority, said sum to be spent by the Town Administrator with the approval of the Select Board, to finance temporary road repairs to the private way known as Vesper Pond Drive, including,without limitation, costs associated with engineering, construction, and reconstruction of said way, and costs incidental or related thereto, which costs shall be assessed by the Select Board as a betterment under MGL Ch. 80 Sec. 1 on each parcel within the area benefiting from the improvement, all in compliance Brewster 5eneral Bylaws, Section 157-20. Or to take any other action relative thereto. (Select Board) (Two -Thirds Vote Required) Motiosi ma bv Select Board Member Kari Hoffmann: I move to finance temporary road repairs to the private ways known as Vesper Pond Drive, Bay View Drive, Cranberry Lane, = Mayflower Circle, Deer Path Circle, and Jam Lane, including, without limitation, costs associated with engineering, construction, and reconstruction of said way, and costs incidental or related thereto, said sum to be spent by the Town Administrator with the approval of the Select Board; and, to meet said appropriation, to authorize the Treasurer, with the approval of the Select Board, to borrow Seven Hundred Eighty -Five Thousand Five Hundred Sixty -Six Dollars ($785,566) under' Massachusetts General Laws Chapter 44, Section 7, 7(1), 7(5) or 8, Chapter 373 of the Acts of 2006, and/or any other enabling authority, and to issue bonds or notes of the Town therefor; which sum shall be assessed as a betterment under Massachusetts General Laws Chapter 80, Section 1 on each parcel within the area benefiting from the improvement, all in compliance with, the Brewster Town Code, Chapter 157, Article VIII, Section 157-20. ACTION: Adoptei by a Moderator declared 2/3 majority. Voter Cards. 10•09pm 3 CREATION OF NEW REVOLVING FUND: BAY PROPERTY POOL ARTICLE NO. 13: To see if the Town will vote to amend the General Bylaws, Section 21-8, to create a new revolving fund, consistent with MGL Ch. 44 Sec 53E%z, for the purposes of managing a recreational pool located at 3057 Main Street, in a manner as follows: Revolving AutFL rity to Fund Spend Use of Fund Fiscal Year Spending Limit Bay Property Department Head Expenses shall be related to salaries Pool - Recreation and operations of the Bay Property Pool and not for any other purposes Or to take any other action relative thereto. $200,000 (Select Board) (Majority Vote Required) Motion made by Sele , B9,ard Member Mara Chaffee: I move to approve Article Number 13 as printed in the warrant, with the following language to be added below the chart: "With such spending limits to be applicable for each fiscal year until such time as Town Meeting votes, prior to July 1 for the ensuing fiscal year, to increase the same; provided, however, that in accordance with state law, the Select Board, with the approval of the Finance Committee, may increase the limit for that fiscal year only." ACTION: Adopted. Voter Cards. Page 11 of 13 Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 townmanager@brewster-ma.gov DATE: March 29, 2024 RE: Millstone Road Improvement Project Temporary Access Approvals Dear Millstone Road resident, Construction work is expected to begin on the Millstone Road Improvement Project in Fall 2024. The latest version of the full design plans can be found on the Town’s project page at https://www.brewster-ma.gov/millstone-road-improvement-project. As outlined in correspondence sent to you in September 2022, November 2023, and March 2024, the Town needs to secure approvals from all impacted residents to allow temporary property access to complete the site work. As a reminder, the Town has redesigned the project to ensure no permanent Town easements will be needed. The most recent letter from the Town, sent on March 1, included a set of temporary easement agreement forms with a listed compensation amount for your property, calculated by a professional appraiser. We appreciate those of you who have already submitted your completed form. Thank you! For those of you who have not yet responded, please return these forms for signature and notarization in person to the Town Clerk’s Office at Brewster Town Hall, 2198 Main Street, no later than May 1, 2024. In order to put the project out to bid this summer, the Town will bring an article to Annual Town Meeting on May 11 to ensure we have secured temporary access rights to all properties on Millstone Road. Please note that, if you have not responded by May 1 and your property is included in this article, you will still receive the same level of compensation for the appraised value of the temporary impact to your property. Thank you in advance for your cooperation. Contact Information To schedule an appointment to notarize your temporary easement agreement forms, please call the Town Clerk’s office at 508-896-4506. For questions about your easement compensation, please contact Conor Kenny at 508- 896-3701 ext. 1129. For questions about the project plans, please contact Griffin Ryder at 508-896-3212. Office of: Select Board Town Manager Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 Fax: (508) 896-8089 DATE: March 1, 2024 RE: Millstone Road Improvement Project Temporary Access Approvals Dear Millstone Road resident, Utility work is set to begin on the Millstone Road Improvement Project in the coming months, with construction expected to begin in Fall 2024. The latest version of the full design plans can be found on the Town’s project page at https://www.brewster-ma.gov/millstone-road- improvement-project. As we outlined in our letter to you in Fall 2023, in order to complete the site work, the Town needs to secure approvals from all impacted property owners allowing temporary access to their properties during construction. The construction impacts from the project for residential properties will only be temporary in nature during construction (which is anticipated to take approximately two years to complete). The Town has decided to enter into temporary construction easements with residents in order to complete the project. We have hired a professional appraiser in order to ensure that fair and equitable compensation is provided – the compensation amount for your property is listed on the accompanying form.If you have already met with Town officials and expressed a preference for compensation in the form of landscaping and planting in lieu of financial compensation, this is indicated in the attached documents. The attached forms must be signed and returned for notarization in person to the Town Clerk’s Office at Brewster Town Hall, 2198 Main Street, Brewster, MA 02631, no later than March 22, 2024. Thank you in advance for your cooperation. The Town may bring an article to Town Meeting this spring to ensure we can secure all temporary access rights so we can move forward with these important improvements. Please call the Town Clerk’s office at 508-896-4506 in advance of your visit to minimize your wait time. Office of: Select Board Town Manager TEMPORARY EASEMENT AGREEMENT This Temporary Easement Agreement is entered into on this _____ day of ______________, 202____, by and between ________________________________________ (the “Grantor”), of ________________________, and the Town of Brewster (the “Town”), acting by and through its Select Board pursuant to the vote taken under Article 11 of the November 14, 2022 Special Town Meeting, having an address of 2198 Main Street, Brewster, MA 02631. Whereas, the Grantor is the owner(s) of the property located at _______________________, Brewster, MA, and described in a deed recorded with the Barnstable Registry of Deeds / Barnstable Registry District of the Land Court (the “Registry”) in Book ______, Page ______ / Certificate of Title No. _______________ (shown as Lot ___ on Land Court Plan No. ________) (the “Property”), Whereas, the Town is undertaking repairs and improvements to Millstone Road and other roads connecting to Millstone Road (the “Millstone Road Project”), which roadways abut or are near the Property, and Whereas, the Town has requested Grantor to grant the Town, and Grantor is amenable to granting the Town, a temporary easement to use a portion of the Property for the purpose of undertaking the Millstone Road Project. Now, Therefore, for consideration paid of ___________________ Dollars, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: 1.Grantor hereby grants to the Town a temporary easement in, on, under and over the portion of the Property shown as “_______________________________” (the “Easement Area”) on the sketch plan attached hereto as Exhibit A for the purpose of undertaking the Millstone Road Project, including, without limitation, grading land, constructing, operating, improving, maintaining, repairing, replacing, relocating, realigning and/or reconstructing slopes of excavation and/or embankment, driveways, driveway aprons, bridges, sidewalks, retaining walls, stone walls, landscaping, loaming, planting trees, seeding, paving, and/or erosion control. The Town shall have the right to enter and pass upon the Easement Area from time to time by foot, vehicle, and with equipment, for all any and all purposes stated herein and uses incidental or related thereto. The temporary easement granted hereby shall terminate automatically on ___________________, 2025, without the necessity of recording any instrument with the Registry. 2.The Town may remove buildings, structures, objects and/or vegetation (including trees and shrubs) now or hereafter located within the Easement Area if their removal is necessary or convenient to undertake the Millstone Road Project. The Town agrees that, upon the completion of the work, it will repair any damage caused to the Property and/or the improvements thereon by the Town and/or its agents, employees, representatives and/or contractors and to restore the surface of the Easement Area to its condition prior to undertaking the work, as closely as possible. 3.The rights and easements herein granted shall run with the land and shall be binding upon and inure to the benefit of the parties hereto and their respective heirs, successors and assigns. Signed under seal as of this _______ day of _____________________, 202_____. GRANTOR: __________________________________ Print Name: Title: __________________________________ Print Name: Title: COMMONWEALTH OF MASSACHUSETTS / STATE OF ___________________ ______________, ss. On this ___ day of ____________, 202____, before me, the undersigned Notary Public, personally appeared ____________________________________________, who proved to me through satisfactory evidence of identification, which was _________________________________, to be the person whose name is signed on the preceding document, and acknowledged to me that he/she/they/it signed it voluntarily for its stated purpose on behalf of __________________________________. ____________________________________ Notary Public My commission expires: 893165/BREW/0129 Signed under seal as of this _______ day of _____________________, 202_____. TOWN OF BREWSTER, By its Select Board ________________________________ Ned Chatelain, Chair ________________________________ Mary Chaffee, Vice-Chair ________________________________ Kari Hoffman, Clerk ________________________________ Cynthia Bingham, Member ________________________________ David Whitney, Member COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this ___ day of ____________, 202____, before me, the undersigned Notary Public, personally appeared ___________________________________________________________, member of the Brewster Select Board, as aforesaid, who proved to me through satisfactory evidence of identification, which was ___________________________________, to be the person whose name is signed on the preceding document, and acknowledged to me that he/she/they signed it voluntarily for its stated purpose on behalf of the Town of Brewster. ____________________________________ Notary Public My commission expires: 893165/BREW/0129 EXHIBIT A The Easement Area (Sketch) Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 Fax: (508) 896-8089 DATE: November 2, 2023 RE: Update on Millstone Road Improvement Project & Temporary Access Approvals Dear Millstone Road resident, Project History In 2015, Brewster voters approved a $10M road bond to undertake several major road reconstruction and improvement projects. One of the Town’s main thoroughfares, approximately 25% of Brewster residents live on or adjacent to Millstone Road, which conveys almost 4,000 vehicles a day on average. Starting in Spring 2018, the Town hosted a series of well-attended community forums regarding a proposed improvement project for Millstone Road. Along the way, changes to the design elements were made in response to public feedback. The most recent forum was held in February 2022 and residents were given an opportunity to submit written input on the latest version of the project through March 2022. Project Goals After hearing from residents, the Select Board voted to move forward with the revised design in April 2022, consistent with the following project goals: Provide ADA compliant sidewalk for entire length of road Improve safety for all users Create consistent shoulder for bicycle safety Provide better interconnections with existing transportation network (Cape Cod Rail Trail, Nickerson Park, Route 6A, and beyond) and improve access to Town amenities (beaches, ponds, schools, businesses, Sea Camps, etc) Improve drainage systems and stormwater treatment Eliminate need for permanent easements on private property Maintain character of scenic road. Project Update Since Spring 2022, Town staff have worked with our design consultant to finalize the plan. The latest version of the full design plans can be found on the Town’s project page at https://www.brewster-ma.gov/millstone-road-improvement-project. This summer, the Town secured necessary state permitting approvals for the project. We have recently secured Conservation Commission approval for this work and we will be seeking Planning Board approvals in the next few months. The Town has also been coordinating with the utility companies regarding relocation of utility poles and associated infrastructure. Office of: Select Board Town Manager Project Financing Based on the final design and costing from recent similar projects on Cape, the total cost of the Millstone Road improvements is currently estimated at $10.3M. In addition to $5.75M in road bond funding, the Town has an available balance of just under $2M in Chapter 90 state aid for this purpose. To move forward with the project, the Town is seeking Town Meeting approval on November 13 to appropriate $2.15M from Free Cash and $250,000 from road betterments, and to reappropriate $150,000 from previously approved funding from the Sea Camps Pool Parking Lot project. The Town has sufficient Free Cash balances to fund this project and all other FY24 capital needs, and expects to close out the fiscal year with a healthy reserves balance, consistent with our financial policies. Temporary Access Based on the final project design, the Town does not need to secure any permanent easements on residential property. However, in order to complete the site work, the Town will need temporary access to most residential properties. A critical next step in this process is securing approvals from all property owners allowing temporary access to their properties during construction. Again, the construction impacts from the project for residential properties will only be temporary in nature during construction (which is anticipated to take approximately two years to complete). Included as an attachment to this letter is a site plan depicting the limits and size of the easement required for temporary access on your property during construction. Temporary access rights during construction can either be completed through a right of entry agreement or a construction easement granted to the Town. Both options would allow the Town to complete the project. A right of entry agreement does not include compensation, which will minimize project costs for your community. If you opt for a temporary construction easement, every effort will be made to ensure that fair and equitable compensation is provided. The Town has hired a professional appraiser for this purpose. If you are prepared to execute a right of entry agreement, please return the attached forms at your earliest convenience to Brewster Town Hall c/o Conor Kenny, 2198 Main Street, Brewster, MA 02631. To discuss the temporary easement option, please call (508) 896-3701 ext. 1129 or email millstone@brewster-ma.gov by December 1, 2023.Residents are also welcome to contact us for any other property specific questions. Please note that the Town is willing to work with you, where possible, to adjust the site plans for your property included in this correspondence. Staff are available to meet you in front of your property to discuss any concerns you may have with the enclosed plans. Project Timeline If the $2.55M funding request is approved by Town Meeting, the Town expects that utility work will begin this winter. If the Town secures all necessary temporary access approvals, the project is expected to be put out to bid in Spring 2024, with the goal of starting construction in Fall 2024. Based on that timeline and after accounting for planned breaks during the peak summer months, we anticipate the project would be completed by Spring 2026. BREWSTER MASSACHUSETTS RIGHT OF ENTRY - WITHOUT PREJUDICE Owner(s) of Record: Address: Stations: Parcel Square Footage(s): Projects: MILLSTONE ROAD IMPROVEMENT PROJECT Permission is hereby given to the above municipality or its duly authorized agents to enter upon my property in connection with the reconstruction of a roadway on the above named project. Plans for this project are located in the Municipal Offices. A ROW Plans showing the impacts to my property are attached. The purpose of this Right of Entry is to allow for changes and to carry out the work on my property as outlined below. Grading to tie the limits of the proposed roadway and sidewalk to neighboring properties, as required for the improvement project. This Right of Entry is made of my/our free will. I/we waive my/our right(s) to an appraisal and compensation. I/we have been advised of our rights for just compensation under the provisions of Title III, Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, as amended. This entry is to be made without prejudice to my rights in settlement of any claims for damages that may hereafter appear. Granted by: / Owner(s) or Authorized Representative Date Recommended by: / Authorized City/Town Official - Title Date Note: An executed Affidavit from the municipality must be attached for this document to be valid for ROW Certification. WBS ID Task Name Start Finish Duration Responsibility CNT 1 Contract/Project Management Mon 6/10/24 Thu 11/27/25 535d CNT.MS 2 Project Milestones Mon 6/10/24 Thu 11/27/25 535d CNT.MS.020 3 Town Secures Documents for Advertising Mon 6/10/24 Mon 6/10/24 0d Other.Municipality CNT.MS.040 4 Prepare for Advertise Mon 6/10/24 Mon 6/10/24 0d Other.Municipality CNT.MS.050 5 Advertise Construction Contract - DRAFT DATE Tue 6/11/24 Tue 6/11/24 1d Other.Municipality CNT.MS.060 6 Release Bid Documents Wed 6/12/24 Wed 6/12/24 1d Other.Municipality CNT.MS.070 7 Contractor Prepares Bids Wed 6/12/24 Tue 7/23/24 42d Other.Municipality CNT.MS.080 8 Bid Opening Tue 7/23/24 Tue 7/23/24 0d Other.Municipality CNT.MS.090 9 Issue Construction Contract NTP Tue 9/3/24 Tue 9/3/24 0d Other.Municipality CNT.MS.100 10 Scope of Service Complete Thu 11/27/25 Thu 11/27/25 0d Other.Municipality HWY 11 Highway Design Tue 7/26/22 Mon 6/10/24 686d HWY.450 12 100% & Final Design Submissions Tue 7/26/22 Mon 6/10/24 686d HWY.450.010 13 Prepare 100% Highway Design Submission Tue 7/26/22 Sun 10/23/22 90d Consultants.DES HWY.450.020 14 Submit 100% Design Submission Sun 10/23/22 Sun 10/23/22 0d Consultants.DES HWY.450.040 15 Review 100% Highway Design Submission Mon 10/24/22 Tue 11/22/22 30d Other.Municipality HWY.450.011 16 Prepare Final Design Submission Sat 3/23/24 Mon 6/10/24 80d Consultants.DES HWY.450.021 17 Submit Final Submission Mon 6/10/24 Mon 6/10/24 0d Consultants.DES HWY.*18 MasssDOT Access Permit Submissions Mon 10/24/22 Sat 6/8/24 594d HWY.*.*19 Prepare Access Permit PS&E Submission Mon 10/24/22 Tue 11/22/22 30d Consultants.DES HWY.*.*20 Submit Access Permit PS&E Submission Tue 11/22/22 Tue 11/22/22 0d Consultants.DES HWY.*.*21 MassDOT Review of PS&E Submission Wed 11/23/22 Mon 2/20/23 90d MassDOT.HW HWY.*.*22 Respond to Final Comments and Prepare Final Submission Mon 3/11/24 Tue 4/9/24 30d Consultants.DES HWY.*.*23 Submit Access Permit Final Submission Tue 4/9/24 Tue 4/9/24 0d Consultants.DES HWY.*.*24 MassDOT Review of Final Submission Wed 4/10/24 Thu 5/9/24 30d MassDOT.HW HWY.*.*25 DOT Issues Access Permit Fri 5/10/24 Sat 6/8/24 30d MassDOT.HW ENV 26 Environmental Tue 7/26/22 Wed 8/23/23 394d ENV.MS 27 Environmental Milestones Sun 8/6/23 Wed 8/23/23 17d ENV.MS.010 28 Wetland Permits Filed Wed 8/23/23 Wed 8/23/23 0d MassDOT.ENV ENV.MS.020 29 Obtain Environmental Clearance - MEPA Sun 8/6/23 Sun 8/6/23 0d MassDOT.ENV ENV.151 30 MEPA - EENF Submission Tue 7/26/22 Sun 8/6/23 377d ENV.151.010 31 Pre-filing coordination meeting Tue 7/26/22 Thu 9/8/22 45d Consultants.DES ENV.151.020 32 Prepare EENF Tue 5/2/23 Fri 6/30/23 60d Consultants.DES ENV.151.030 33 File with MEPA Fri 6/30/23 Fri 6/30/23 0d Consultants.DES ENV.151.*34 30 Day Public Comment Period Sat 7/1/23 Sun 7/30/23 30d Agencies.MEPA ENV.151.*35 MEPA Review Mon 7/31/23 Sun 8/6/23 7d Agencies.MEPA ENV.151.040 36 MEPA Issues Certificate Granting Single EIR (SEIR) Request Sun 8/6/23 Sun 8/6/23 0d Agencies.MEPA ENV.185 37 Notice of Intent Tue 5/2/23 Wed 8/23/23 114d ENV.185.010 38 Prepare Draft NOI Tue 5/2/23 Thu 6/15/23 45d Consultants.DES ENV.185.020 39 Submit Draft NOI Thu 6/15/23 Thu 6/15/23 0d Consultants.DES ENV.185.040 40 Municipality Review NOI Fri 6/16/23 Thu 6/29/23 14d Other.Municipality ENV.185.*41 Submit NOI Thu 6/29/23 Thu 6/29/23 0d Consultants.DES ENV.185.*42 NOI Hearing & Site Walk Fri 6/30/23 Sat 7/29/23 30d Other.Municipality ENV.185.*43 Post Hearing Revisions Sun 7/30/23 Wed 8/23/23 25d Consultants.DES ENV.185.050 44 Issue Order of Conditions Wed 8/23/23 Wed 8/23/23 0d Other.Municipality ROW 45 Right of Way Tue 9/6/22 Mon 6/10/24 644d ROW.503 46 Municipal ROW Plans Tue 9/6/22 Mon 6/10/24 644d ROW.503.01 47 ROW Plan Development Tue 9/6/22 Sat 10/28/23 418d ROW.503.01.020 48 Contact Property Owners Tue 9/6/22 Thu 10/20/22 45d Other.Municipality ROW.503.01.030 49 Prepare Easement Plans & Instrument Mon 11/14/22 Wed 12/28/22 45d Consultants.DES ROW.503.01.011 50 Prepare Right of Entry Plans Wed 8/30/23 Sat 10/28/23 60d Consultants.DES ROW.503.02 51 Municipal Acquisition Process Mon 11/14/22 Mon 6/10/24 575d ROW.503.02.010 52 Hold Town Meeting Mon 11/14/22 Mon 11/14/22 0d Other.Municipality ROW.503.02.020 53 Peform Title Exams Mon 11/14/22 Tue 12/13/22 30d Other.Municipality ROW.503.02.151 54 Town Contracts with Appraiser Mon 11/14/22 Tue 12/13/22 30d Other.Municipality ROW.503.02.040 55 Perform Appraisals for Easements Thu 12/29/22 Tue 3/28/23 90d Other.Municipality ROW.503.02.090 56 Offer & Negotiations for Easements Thu 10/5/23 Sun 4/21/24 200d Other.Municipality ROW.503.02.100 57 Municipal Approval, Record & File Easements Mon 4/22/24 Tue 5/21/24 30d Other.Municipality Contract/Project Management Project Milestones Town Secures Documents for Advertising Prepare for Advertise Advertise Construction Contract - DRAFT DATE Bid Opening Issue Construction Contract NTP Scope of Service Complete Highway Design 100% & Final Design Submissions Submit 100% Design Submission Submit Final Submission MasssDOT Access Permit Submissions Submit Access Permit PS&E Submission Submit Access Permit Final Submission Environmental Environmental Milestones Wetland Permits Filed Obtain Environmental Clearance - MEPA MEPA - EENF Submission File with MEPA MEPA Issues Certificate Granting Single EIR (SEIR) Request Notice of Intent Submit Draft NOI Submit NOI Issue Order of Conditions Right of Way Municipal ROW Plans ROW Plan Development Municipal Acquisition Process Hold Town Meeting J M M J S N J M M J S N J M M J S N J M M J S N J M M J S N J M M J S N J M M J S Half 1, 2021Half 2, 2021Half 1, 2022Half 2, 2022Half 1, 2023Half 2, 2023Half 1, 2024Half 2, 2024Half 1, 2025Half 2, 2025Half 1, 2026Half 2, 2026Half 1, 2027Half 2, 2027 Task Milestone Summary Critical Path VHB Brewster - Millstone Road BL PDS Schedule Grouped by Area of Work MassDOT PM: Steve Rhoads Roadways, State and Municipal ROW- Revised: 2/2/2021 Status Date: Fri 3/1/24 / Report Run Date: Wed 3/6/24 Page 1 of 2 Design Engineer: VHB Contract #:<Contract #>/Assignment #:<Assign#> WBS ID Task Name Start Finish Duration Responsibility ROW.503.02.110 58 Easement Acquisitions Recorded & Filed Tue 5/21/24 Tue 5/21/24 0d Other.Municipality ROW.503.02.140 59 Pay Award of Damages Wed 5/22/24 Mon 6/10/24 20d Other.Municipality ROW.503.02.152 60 Town Obtains Owner Signatures on Right of Entry Documents Sun 10/29/23 Mon 2/5/24 100d Other.Municipality CSS 61 Construction Engineering Wed 9/4/24 Thu 11/27/25 450d CSS.900 62 Construction Support Services Wed 9/4/24 Thu 11/27/25 450d CSS.900.010 63 Construction Support Services Wed 9/4/24 Thu 11/27/25 450d Consultants.DES Easement Acquisitions Recorded & Filed Construction Engineering Construction Support Services J M M J S N J M M J S N J M M J S N J M M J S N J M M J S N J M M J S N J M M J S Half 1, 2021Half 2, 2021Half 1, 2022Half 2, 2022Half 1, 2023Half 2, 2023Half 1, 2024Half 2, 2024Half 1, 2025Half 2, 2025Half 1, 2026Half 2, 2026Half 1, 2027Half 2, 2027 Task Milestone Summary Critical Path VHB Brewster - Millstone Road BL PDS Schedule Grouped by Area of Work MassDOT PM: Steve Rhoads Roadways, State and Municipal ROW- Revised: 2/2/2021 Status Date: Fri 3/1/24 / Report Run Date: Wed 3/6/24 Page 2 of 2 Design Engineer: VHB Contract #:<Contract #>/Assignment #:<Assign#> 6 137 CA P E C O D RA I L T R A I L FREEMANS WAY CLIFF POND 124 CAPE COD BAY NICKERSON STATE PARK 6A MI L L S T O N E R O A D LENGTH OF PROJECT = 13,022 FEET = 2.466 MILES PROJECT END STA. 330+18.17 N 2734213.0978 E 1050775.1153 PROJECT BEGIN STA. 200+17.68 N 2745704.0369 E 1053236.7732 PROJECT LOCATION IN THE TOWN OF BARNSTABLE COUNTY MILLSTONE ROAD BREWSTER PLAN AND PROFILE OF 14 1 7 0 . 0 0 _ H D ( C O V ) . D W G 25 - O c t - 2 0 2 3 11 : 4 8 A M Pl o t t e d o n DESIGN DESIGNATION (MILLSTONE ROAD) DESIGN SPEED 35-40 MPH FUNCTIONAL CLASSIFICATION MINOR ARTERIAL INDEX SHEET NO.DESCRIPTION 01 TITLE SHEET & INDEX 02 LEGEND 03 ABBREVIATIONS & GENERAL NOTES 04 KEY PLAN 05 - 06 TYPICAL SECTIONS 07 CONSTRUCTION BASELINE TABLES 08 - 19 CONSTRUCTION PLANS 20 - 31 PROFILES 32 - 43 ALIGNMENT & GRADING PLANS 44 - 55 TRAFFIC PLANS 56 - 57 TRAFFIC SIGN SUMMARY SHEET 58 TRAFFIC SIGNAL DETAILS 59 - 63 TEMPORARY TRAFFIC CONTROL PLANS 64 - 75 UTILITY PLANS 76 LANDSCAPE PLAN & DETAILS 77 - 82 CONSTRUCTION DETAILS 83 - 123 CROSS SECTIONS 2000 SCALE: 1" = 2000' 0 4000 6000 8000 N NA D 8 3 TOWN OF BREWSTER MILLSTONE ROAD TITLE SHEET & INDEX SHEET 01 OF 123 TOWN OF BREWSTER PUBLIC WORKS DEPARTMENT DATE DESCRIPTION REV # CHECKED BY DRAWN BY DESIGNED BY ENGINEER SHEET OF 14170.00 14170.00_HD(COV) - 01 VHB CAD FILE NAMEDFTG CHECKED BY DATE APPROVED BY 01 JOB NO. DATE 123MLD DJM SJR SHK SJR OCTOBER, 2022 Vanasse Hangen Brustlin, Inc. 101 Walnut St., PO Box 9151 Watertown, MA 02472 617.924.1770 FAX 617.924.2286100% DESIGN THE OCTOBER 2017 CONSTRUCTION STANDARD DETAILS, THE 2015 OVERHEAD SIGNAL STRUCTURE AND FOUNDATION STANDARD DRAWINGS, MASSDOT TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS, THE 1990 STANDARD DRAWINGS FOR SIGNS AND SUPPORTS, THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING, AND THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK. 14 1 7 0 . 0 0 _ H D ( L E G ) . D W G 25 - O c t - 2 0 2 3 11 : 4 8 A M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD LEGEND SHEET 02 OF 123 GENERAL SYMBOLS EXISTING PROPOSED DESCRIPTION JERSEY BARRIER CATCH BASIN CATCH BASIN CURB INLET FLAG POLE GAS PUMP MAIL BOX POST SQUARE POST CIRCULAR WELL ELECTRIC HANDHOLE FENCE GATE POST GAS GATE BORING HOLE MONITORING WELL TEST PIT HYDRANT LIGHT POLE COUNTY BOUND GPS POINT CABLE MANHOLE DRAINAGE MANHOLE ELECTRIC MANHOLE GAS MANHOLE MISC MANHOLE SEWER MANHOLE TELEPHONE MANHOLE WATER MANHOLE MASSACHUSETTS HIGHWAY BOUND MONUMENT STONE BOUND TOWN OR CITY BOUND TRAVERSE OR TRIANGULATION STATION TROLLEY POLE OR GUY POLE TRANSMISSION POLE UTILITY POLE W/ FIREBOX UTILITY POLE WITH DOUBLE LIGHT UTILITY POLE W / 1 LIGHT UTILITY POLE BUSH TREE STUMP SWAMP / MARSH WATER GATE PARKING METER OVERHEAD CABLE/WIRE CURBING CONTOURS (ON-THE-GROUND SURVEY DATA) CONTOURS (PHOTOGRAMMETRIC DATA) UNDERGROUND DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND ELECTRIC DUCT (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND GAS MAIN (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND SEWER MAIN (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND TELEPHONE DUCT (DOUBLE LINE 24 INCH AND OVER) UNDERGROUND WATER MAIN (DOUBLE LINE 24 INCH AND OVER) BALANCED STONE WALL GUARD RAIL - STEEL POSTS GUARD RAIL - WOOD POSTS CHAIN LINK OR METAL FENCE WOOD FENCE HAY BALES/SILT FENCE TREE LINE SAWCUT LINE TOP OR BOTTOM OF SLOPE LIMIT OF EDGE OF PAVEMENT OR COLD PLANE AND OVERLAY BANK OF RIVER OR STREAM BORDER OF WETLAND 100 FT WETLAND BUFFER 200 FT RIVERFRONT BUFFER STATE HIGHWAY LAYOUT TOWN OR CITY LAYOUT COUNTY LAYOUT RAILROAD SIDELINE TOWN OR CITY BOUNDARY LINE PROPERTY LINE OR APPROXIMATE PROPERTY LINE EASEMENT TRAFFIC SYMBOLS EXISTING PROPOSED DESCRIPTION CONTROLLER PHASE ACTUATED TRAFFIC SIGNAL HEAD (SIZE AS NOTED) WIRE LOOP DETECTOR (6' x 6' TYP UNLESS OTHERWISE SPECIFIED) VIDEO DETECTION CAMERA MICROWAVE DETECTOR PEDESTRIAN PUSH BUTTON, SIGN (DIRECTIONAL ARROW AS SHOWN) AND SADDLE EMERGENCY PREEMPTION CONFIRMATION STROBE LIGHT VEHICULAR SIGNAL HEAD VEHICULAR SIGNAL HEAD, OPTICALLY PROGRAMMED FLASHING BEACON PEDESTRIAN SIGNAL HEAD, (TYPE AS NOTED OR AS SPECIFIED) RAILROAD SIGNAL SIGNAL POST AND BASE (ALPHA-NUMERIC DESIGNATION NOTED) MAST ARM, SHAFT AND BASE (ARM LENGTH AS NOTED) HIGH MAST POLE OR TOWER SIGN AND POST SIGN AND POST (2 POSTS) MAST ARM WITH LUMINAIRE OPTICAL PRE-EMPTION DETECTOR CONTROL CABINET, GROUND MOUNTED CONTROL CABINET, POLE MOUNTED FLASHING BEACON CONTROL AND METER PEDESTAL LOAD CENTER ASSEMBLY PULL BOX 12"x12" (OR AS NOTED) ELECTRIC HANDHOLE 12"x24" (OR AS NOTED) TRAFFIC SIGNAL CONDUIT PAVEMENT MARKINGS SYMBOLS EXISTING PROPOSED DESCRIPTION PAVEMENT ARROW - WHITE LEGEND "ONLY" - WHITE STOP LINE CROSSWALK SOLID WHITE LINE SOLID YELLOW LINE BROKEN WHITE LINE BROKEN YELLOW LINE DOTTED WHITE LINE DOTTED YELLOW LINE DOTTED WHITE LINE EXTENSION DOTTED YELLOW LINE EXTENSION DOUBLE WHITE LINE DOUBLE YELLOW LINE 20' 20' 1 M * RRSG DBYL DBWL BWL SWL CW ONLY SL DYLEx DWLEx DYL BYL DWL SYL JB CB FP GP MB WELL EHH GG BHL # MW # TP # MHB TPL or GUY UFB UPDL ULT UPL WG PM 14 1 7 0 . 0 0 _ H D ( L E G ) . D W G 25 - O c t - 2 0 2 3 11 : 4 8 A M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD ABBREVIATIONS & GENERAL NOTES SHEET 03 OF 123 UTILITY ABBREVIATIONS CB CATCH BASIN CBCI CATCH BASIN WITH CURB INLET CIP CAST IRON PIPE CIT CHANGE IN TYPE CMP CORRUGATED METAL PIPE CSP CORRUGATED STEEL PIPE DI DROP INLET DIP DUCTILE IRON PIPE FES FLARED END SECTION F&C FRAME AND COVER F&G FRAME AND GRATE GG GAS GATE GI GUTTER INLET GIP GALVANIZED IRON PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE HDW HEADWALL HYD HYDRANT INV INVERT LB LEACHING BASIN LG LEACHING GALLEY LPL LIGHT POLE MH MANHOLE MTR METER MW MONITORING WELL OHW OVERHEAD WIRE PED PEDESTAL PVC POLYVINYLCHLORIDE PIPE PWW PAVED WATER WAY RCP REINFORCED CONCRETE PIPE SMH SEWER MANHOLE TSV&B TAPPING SLEEVE VALVE & BOX UP UTILITY POLE WG WATER GATE WIP WROUGHT IRON PIPE WM WATER METER/WATER MAIN TRAFFIC & SIGNAL ABBREVIATIONS AADT ANNUAL AVERAGE DAILY TRAFFIC CAB.CABINET CCVE CLOSED CIRCUIT VIDEO EQUIPMENT COND CONDUIT CW CROSS WALK DW STEADY DON'T WALK - PORTLAND ORANGE DHV DESIGN HOURLY VOLUME FDW FLASHING DON'T WALK FR FLASHING CIRCULAR RED FRL FLASHING RED LEFT ARROW FRR FLASHING RED RIGHT ARROW FY FLASHING CIRCULAR AMBER FYL FLASHING AMBER LEFT ARROW FYR FLASHING AMBER RIGHT ARROW G STEADY CIRCULAR GREEN GL STEADY GREEN LEFT ARROW GR STEADY GREEN RIGHT ARROW GSL STEADY GREEN SLASH LEFT ARROW GSR STEADY GREEN SLASH RIGHT ARROW GV STEADY GREEN VERTICAL ARROW HH HAND HOLE OL OVERLAP PB PULL BOX PED PEDESTRIAN PTZ PAN, TILE, ZOOM R STEADY CIRCULAR RED RL STEADY RED LEFT ARROW RR STEADY RED RIGHT ARROW SL STOP LINE T TRUCK % TS OR TR SIG TRAFFIC SIGNAL TSC TRAFFIC SIGNAL CONDUIT W STEADY WALK Y STEADY CIRCULAR AMBER YL STEADY AMBER LEFT ARROW GENERAL NOTES: 1.EXISTING CONDITIONS AND TOPOGRAPHICAL INFORMATION FROM AN ACTUAL FIELD SURVEY CONDUCTED BY J.M. O'REILLY IN JULY 2018. 2.THE HORIZONTAL CONTROL IS BASED ON THE MASSACHUSETTS MAINLAND STATE PLANE COORDINATE SYSTEM AND THE NATIONAL GEODETIC SURVEY (NAD83). ALL ELEVATION IS US FEET, REFERENCED TO THE NORTH AMERICA VERTICAL DATUM OF 1988 (NAVD88). 3.THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND GRADES IN THE FIELD BEFORE COMMENCING WORK AND PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 4.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 5.DRAINAGE ELEVATIONS ARE PROVIDED FOR DESIGN PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY BY TEST PIT, THE LOCATIONS OF EXISTING UTILITIES WHICH MAY CONFLICT WITH THE PROPOSED DRAINAGE DESIGN. ANY FIELD ADJUSTMENTS REQUIRED WILL BE MADE AS APPROVED OR DIRECTED BY THE ENGINEER. ONLY AFTER THE CONTRACTOR VERIFIES ELEVATIONS FOR THE CONSTRUCTABILITY OF THE DRAINAGE SYSTEM SHALL ANY STRUCTURES BE ORDERED. ANY FIELD ADJUSTMENTS TO LINE & GRADE UP TO A DEPTH OF 5’ SHALL BE INCLUDED IN THE COST OF THE PIPE. PIPE EXCAVATION GREATER THAN 5’ WILL BE PAID UNDER CLASS B TRENCH EXCAVATION. 6.THE CONTRACTOR SHALL VERIFY BY TEST PIT, THE LOCATIONS OF EXISTING UTILITIES WHICH MAY CONFLICT WITH PROPOSED UTILITIES. ANY FIELD ADJUSTMENTS REQUIRED WILL BE MADE AS APPROVED OR DIRECTED BY THE ENGINEER. 7.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. 8.THE CONTRACTOR SHALL ALTER THE MASONRY OF THE TOP SECTION OF ALL EXISTING DRAINAGE AND SEWER STRUCTURES AS NECESSARY FOR CHANGES IN GRADE, AND RESET ALL WATER AND DRAINAGE FRAMES, GRATES AND BOXES TO THE PROPOSED FINISH SURFACE GRADE. REQUIRED NEW MASONRY SHALL BE CLAY BRICK. 9.THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY COMPANIES. 10.EXISTING UTILITY POLES WILL BE RELOCATED BY OTHERS IF REQUIRED. 11.TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED ONLY UPON APPROVAL OF THE ENGINEER. 12.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT NO EXPENSE TO THE OWNER. 13.THE TERM "PROPOSED" (PROP) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET" (R&R). 14.JOINTS BETWEEN NEW ASPHALT CONCRETE ROADWAY PAVEMENT AND SAWCUT EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. 15.AFTER MILLING OPERATIONS AND PRIOR TO PAVING THE SUPERPAVE INTERMEDIATE OR SURFACES COURSES THE ENGINEER SHALL EVALUATE THE MILLED SURFACE AND SHALL APPLY THE APPROPRIATE REPAIR METHOD IF REQUIRED. 16.ALL EXISTING STATE, COUNTY, AND TOWN LOCATION LINES AND PRIVATE PROPERTY LINES HAVE BEEN ESTABLISHED FROM AVAILABLE INFORMATION AND THEIR EXACT LOCATIONS ARE NOT GUARANTEED. 17.THE CONTRACTOR SHALL EXERCISE DUE CARE WHEN WORKING AROUND ALL PROPERTY BOUNDS WHICH ARE TO REMAIN. SHOULD ANY DAMAGE TO A BOUND RESULT FROM THE ACTIONS OF THE CONTRACTOR, THE CONTRACTOR SHALL HAVE THE BOUND REPLACED AND/OR REALIGNED BY A LICENSED PROFESSIONAL SURVEYOR AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST. 18.DISPOSAL OF ALL SURPLUS MATERIAL SHALL BE AS APPROVED BY THE ENGINEER AND TOWN. 19.LATERAL DRAIN PIPES SHALL BE INSTALLED WITH A PITCH OF 0.01 FOOT PER FOOT (MINIMUM) UNLESS NOTED OTHERWISE ON THE PLANS. 20.THE CONTRACTOR SHALL COORDINATE THE NEW LOCATION OF ALL PRIVATE MAILBOXES THAT ARE TO BE REMOVED AND RESET WITH THE PROPERTY OWNER. 21.ALL ABANDONED UNDERGROUND PIPE SHALL BE CAPPED WITH A MASONRY PLUG AS INDICATED AND ABANDONED IN PLACE UNLESS NOTED OTHERWISE. GENERAL ABBREVIATIONS ABAN ABANDON ADJ ADJUST APPROX APPROXIMATE A.C.ASPHALT CONCRETE ACCM PIPE ASPHALT COATED CORRUGATED METAL PIPE BIT.BITUMINOUS BC BOTTOM OF CURB BD.BOUND BL BASELINE BLDG BUILDING BM BENCHMARK BO BY OTHERS BOS BOTTOM OF SLOPE BR.BRIDGE CC CEMENT CONCRETE CCM CEMENT CONCRETE MASONRY CEM CEMENT CI CURB INLET CLF CHAIN LINK FENCE CL CENTERLINE CO.COUNTY CONC CONCRETE CONT CONTINUOUS / CONTINUED CONST CONSTRUCTION CR GR CROWN GRADE DIA DIAMETER DWY DRIVEWAY ELEV (or EL.)ELEVATION EMB EMBANKMENT EOP EDGE OF PAVEMENT EQ EQUAL EXIST (or EX)EXISTING EXC EXCAVATION FDN.FOUNDATION FDP FULL DEPTH PAVEMENT FLDSTN FIELDSTONE GAR GARAGE GD GROUND GRAN GRANITE GRAV GRAVEL GRD GUARD HMA HOT MIX ASPHALT HOR HORIZONTAL HWY HIGHWAY JCT JUNCTION LOAM LOAM BORROW LSA LANDSCAPED AREA LT LEFT MAHWL MEAN AVERAGE HIGH WATER LINE MAX MAXIMUM MB MAILBOX MHB MASSACHUSETTS HIGHWAY BOUND MIN MINIMUM MOD MODIFIED MSE MECHANICALLY STABILIZED EARTH NERR NEW ENGLAND RAILROAD NIC NOT IN CONTRACT NO.NUMBER NTS NOT TO SCALE O.C.ON CENTER O.D.OUTSIDE DIAMETER P.G.L.PROFILE GRADE LINE PREV PREVIOUS/PREVIOUSLY PROJ PROJECT PROP PROPOSED PSB PLANTABLE SOIL BORROW PVMT PAVEMENT R&D REMOVE AND DISCARD R&R REMOVE AND RESET R&S REMOVE AND STACK RD ROAD RDWY ROADWAY REB REBUILD REM REMOVE REMOD REMODEL RET RETAIN RET WALL RETAINING WALL ROW RIGHT OF WAY RR RAILROAD RT RIGHT SB STONE BOUND SHLD SHOULDER SHLO/S.H.L.O.STATE HIGHWAY LAYOUT LINE ALIGNMENT & GRADING ABBREVIATIONS CC CENTER OF CURVE HP HIGH POINT I.T.INTERSECTION OF TANGENT LP LOW POINT PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION PNT POINT POC POINT ON CURVE POT POINT ON TANGENT PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENCY ∠PT ANGLE POINT R RADIUS OF CURVATURE T TANGENT DISTANCE OF CURVE TAN TANGENT 25.45 SPOT ELEVATION PROFILE ABBREVIATIONS AD ALGEBRAIC DIFFERENCE IN RATES OF GRADE HSD HORIZONTAL SIGHT DISTANCE K RATE OF VERTICAL CURVATURE L LENGTH OF CURVE PVC POINT OF VERTICAL CURVATURE PVCC POINT OF VERTICAL COMPOUND CURVATURE PVI POINT OF VERTICAL INTERSECTION PVRC POINT OF VERTICAL REVERSE CURVATURE PVT POINT OF VERTICAL TANGENCY SSD STOPPING SIGHT DISTANCE VC VERTICAL CURVE GENERAL ABBREVIATIONS (CONT) ST STREET STA STATION STD STANDARD SW SIDEWALK TEMP TEMPORARY TC TOP OF CURB TOS TOP OF SLOPE TRANS TRANSITION TRM TURF REINFORCING MAT TYP TYPICAL VAR VARIES VERT VERTICAL WCR WHEEL CHAIR RAMP WP WORKING POINT X-SECT CROSS SECTION 200 205 210 215 220 225 230 235 240 245 250 255 260 265 270 275 RO U T E 6 A CA P E C O D RA I L T R A I L KI N G P H I L L I P R O A D AN A W A N R O A D BL U E B E R R Y P O N D DR I V E HO B - N O B R O A D RE D F A W N R O A D JO E L O N G R O A D CL I F F P O N D RO A D PI L G R I M S W A Y LU N D F A R M W A Y AG A S S I Z S T R E E T SA N D P I P E R L A N E N NAD 83 08 64 09 65 10 66 11 67 12 68 13 69 14 70 08 64 09 65 10 66 11 67 12 68 13 69 14 70 PRO J E C T B E G I N STA 2 0 0 + 1 7 . 6 8 N 27 4 5 7 0 4 . 0 3 6 9 E 10 5 3 2 3 6 . 7 7 3 2 44 44 45 45 46 46 47 47 48 48 49 49 50 50 33 33 32 32 34 34 35 35 36 36 37 37 38 38 275 280 285 290 295 300 305 310 315 320 325 330 RO U T E 1 3 7 RU S S E L L P A T H CA R O L A N N D R I V E BAR O N S W A Y BEA C H P L U M L A N E CRI C K E T L A N E PR E L L C I R C L E MO S S L A N E N NA D 8 3 19 75 18 741773 16 72 15 71 18 74 17 73 14 70 15 71 16 72 PROJEC T E N D STA 330 + 1 8 . 1 7 N 27342 1 3 . 0 9 7 8 E 105077 5 . 1 1 5 3 50 51 51 52 52 53 53 54 54 55 38 39 39 40 40 41 41 42 42 43 14 1 7 0 . 0 0 _ H D ( K E Y ) . D W G 25 - O c t - 2 0 2 3 11 : 5 1 A M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD KEY PLAN SHEET 04 OF 123 LEGEND CONSTRUCTION PLANS UTILITY PLANS TRAFFIC PLANS ALIGNMENT & GRADING PLANS SHEET NUMBER # # # # # 5.5' 1.5' SHOULDER 11.0'11.0' EXIST ROW (40' TYP) 1.5' SHOULDER PAVEMENT NOTES PROPOSED FULL DEPTH PAVEMENT (TYPE 1) SURFACE: SUBBASE: BASE: PROPOSED PAVEMENT MILLING AND OVERLAY SURFACE: SUBBASE: PROPOSED HOT MIX ASPHALT WALK SURFACE: SUBBASE: PROPOSED HOT MIX ASPHALT DRIVEWAY SURFACE: GENERAL NOTES: 1.ALL HOT MIX ASPHALT PAVEMENTS SHALL BE PER LATEST EDITION OF SECTION 450 HOT MIX ASPHALT AND SECTION M3 ASPHALTIC MATERIALS. 2.ALL HMA FOR PATCHING, ASPHALT EMULSION FOR TACK COAT, AND HMA JOINT SEALANT SHALL BE APPLIED PER SECTION 450 AND M3. 3.HMA JOINT SEALANT (ITEM 453.) SHALL BE APPLIED IN SURFACE COURSE AT ALL VERTICAL COLD JOINTS PRIOR TO HMA PAVING. 4.ALL HOT MIX ASPHALT WALKS AND DRIVEWAYS SHALL BE ESTIMATED AND PAID FOR UNDER ITEM 702 OF STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 5.SURFACE PAVING TO BE COMPLETED AT THE END OF THE PROJECT AND AS DIRECTED WHEN IT CAN BE PLACED IN ITS ENTIRETY. 6.ALL FRAMES AND SERVICE BOXES SHALL BE ADJUSTED TO INTERMEDIATE COURSE AND ADJUSTED LEVEL WITH SURFACE COURSE PRIOR TO PAVING WITH HMA JOINT SEALANT. 7.WHERE EXISTING CROSS SLOPE EXCEEDS 6% USE A LEVELING COURSE TO REDUCE SLOPE TO 6%. PROPOSED CEMENT CONCRETE WHEELCHAIR RAMP SURFACE: 4"CEMENT CONCRETE AIR ENTRAINED 4000 PSI, 3 4", 610 SUBBASE: 8" GRAVEL BORROW, TYPE b NORTHBOUND TRAVEL WAY SOUTHBOUND TRAVEL WAY B CONSTRUCTION L PROP GRANITE CURB MEET EXIST 2:1 MAX PROP 4" LOAM & SEED 1.5% MILLSTONE ROAD STA 200+00± TO STA 203+50± STA 209+00± TO STA 232+50± PROP FULL DEPTH PVMT (TYPE & WIDTH VARIES) PROP MILL & OVERLAY PROP FULL DEPTH PVMT (TYPE & WIDTH VARIES) PROP HMA BERM - TYPE A MODIFIED 2' LEVEL SIDEWALK PROP 4" LOAM & SEED MATCH EXISTING MATCH EXISTING 2:1 MAX STA 237+50± TO STA 241+00± 5.0'11.0'11.0' EXIST ROW (40' TYP) NORTHBOUND TRAVEL WAY SOUTHBOUND TRAVEL WAY B CONSTRUCTION L MEET EXIST 2:1 MAX PROP 4" LOAM & SEED 1.5%* MILLSTONE ROAD STA 203+50± TO STA 209+00± STA 232+50± TO STA 237+50± PROP FULL DEPTH PVMT (TYPE & WIDTH VARIES) PROP MILL & OVERLAY PROP FULL DEPTH PVMT (TYPE & WIDTH VARIES) 2' LEVEL SIDEWALK PROP 4" LOAM & SEED MATCH EXISTING MATCH EXISTING 2:1 MAX STA 241+00± TO STA 246+00± NTS MEET EXISTING 3.0' GRASS STRIP PROPOSED FULL DEPTH PAVEMENT (TYPE 2) - WIDTH LESS THAN 3 FEET SURFACE: SUBBASE: BASE: PROP HMA WALK PROP HMA WALK 5.0' 1.5' SHOULDER 11.0'11.0' EXIST ROW (40' TYP) 1.5' SHOULDER NORTHBOUND TRAVEL WAY SOUTHBOUND TRAVEL WAY B CONSTRUCTION L MEET EXIST PROP 4" LOAM & SEED 1.5%* MILLSTONE ROAD STA 246+00± TO STA 249+50± NTS PROP FULL DEPTH PVMT - TYPE 1 2.0' SIDEWALK PROP 4" LOAM & SEED 4.2% (TYP) 2:1 MAX MEET EXISTING 3.0' GRASS STRIP PROP HMA WALK 2:1 MAX 1 3/4"SUPERPAVE SURFACE COURSE 12.5 (SSC-12.5) OVER 2 1/4" SUPERPAVE INTERMEDIATE COURSE 12.5 (SIC-12.5) MILLING:3"PAVEMENT MICROMILLING 3.5"SUPERPAVE BASE COURSE 25.0 (SBC-25.0) 1 3/4" SUPERPAVE SURFACE COURSE 12.5 (SSC-12.5) OVER 1 3/4" SUPERPAVE INTERMEDIATE COURSE 12.5 (SIC-12.5) 6" CEMENT CONCRETE BASE COURSE 4" DENSE GRADED CRUSHED STONE OVER 8" GRAVEL BORROW, TYPE b 4" DENSE GRADED CRUSHED STONE OVER 8"GRAVEL BORROW, TYPE b 1 3/4" SUPERPAVE SURFACE COURSE 12.5 (SSC-12.5) OVER 1 3/4" SUPERPAVE INTERMEDIATE COURSE 12.5 (SIC-12.5) 1 1/2" SUPERPAVE SURFACE COURSE 9.5 (SSC-9.5) OVER 2" SUPERPAVE INTERMEDIATE COURSE 12.5 (SIC-12.5) 8" GRAVEL BORROW, TYPE b 1" SUPERPAVE SURFACE COURSE 9.5 (SSC-9.5) OVER 1 1/2" SUPERPAVE INTERMEDIATE COURSE 12.5 (SIC-12.5) 8" GRAVEL BORROW, TYPE b PROPOSED SHELL DRIVEWAY SURFACE: 4"SHELLS SUBBASE: 8" GRAVEL BORROW, TYPE b PROPOSED GRAVEL DRIVEWAY SURFACE: 8" GRAVEL BORROW, TYPE b PROPOSED COBBLESTONE DRIVEWAY SURFACE: COBBLESTONES REMOVED AND RELAID, SET IN MORTAR SUBBASE: 8" GRAVEL BORROW, TYPE b PROP HMA BERM - TYPE A MODIFIED PROP HMA BERM - TYPE A MODIFIED 1.5' SHOULDER1.5' SHOULDER PROP HMA BERM - TYPE A MODIFIED PROP HMA BERM - TYPE A MODIFIED NTS 14 1 7 0 . 0 0 _ H D ( T Y P ) . D W G 25 - O c t - 2 0 2 3 11 : 5 1 A M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD TYPICAL SECTIONS SHEET 05 OF 123 5.0' 1.5' SHOULDER 11.0'11.0' EXIST ROW (50' TYP) 1.5' SHOULDER NORTHBOUND TRAVEL WAY SOUTHBOUND TRAVEL WAY B CONSTRUCTION L MEET EXIST 2:1 MAX PROP 4" LOAM & SEED 1.5%* MILLSTONE ROAD STA 249+50± TO STA 259+50± NTS PROP FULL DEPTH PVMT (TYPE & WIDTH VARIES) PROP MILL & OVERLAY PROP FULL DEPTH PVMT (TYPE & WIDTH VARIES) SIDEWALK MATCH EXISTING MATCH EXISTING WIDTH VARIES GRASS STRIP 5.0' 1.5' SHOULDER 11.0'11.0' EXIST ROW (50' TYP) 1.5' SHOULDER SOUTHBOUND TRAVEL WAYNORTHBOUND TRAVEL WAY B CONSTRUCTION L MEET EXIST 2:1 MAX PROP 4" LOAM & SEED 1.5%* MILLSTONE ROAD STA 270+50± TO STA 276+00± STA 279+00± TO STA 292+00± PROP FULL DEPTH PVMT (TYPE & WIDTH VARIES) PROP MILL & OVERLAY PROP FULL DEPTH PVMT (TYPE & WIDTH VARIES) 2' LEVEL SIDEWALK PROP 4" LOAM & SEED MATCH EXISTING MATCH EXISTING 2:1 MAX STA 325+00± TO STA 330+00± MEET EXISTING 3.0' GRASS STRIP MEET EXIST PROP 4" LOAM & SEED 1.5%* 2:1 MAX 5.0' SIDEWALK 3.0' GRASS STRIP PROP HMA WALK PROP HMA WALK PROP HMA WALK PROP HMA BERM - TYPE A MODIFIED PROP HMA BERM - TYPE A MODIFIED 5.5' 1.5' SHOULDER 11.0'11.0' EXIST ROW (50' TYP) 1.5' SHOULDER SOUTHBOUND TRAVEL WAYNORTHBOUND TRAVEL WAY B CONSTRUCTION L MEET EXIST 2:1 MAX PROP 4" LOAM & SEED 1.5%* MILLSTONE ROAD STA 259+50± TO STA 270+50± STA 276+00± TO STA 279+00± PROP FULL DEPTH PVMT (TYPE & WIDTH VARIES) PROP MILL & OVERLAY PROP FULL DEPTH PVMT (TYPE & WIDTH VARIES) 2' LEVEL SIDEWALK PROP 4" LOAM & SEED MATCH EXISTING MATCH EXISTING 2:1 MAX STA 292+00± TO STA 325+00± MEET EXISTING PROP HMA WALK PROP HMA BERM - TYPE A MODIFIED PROP HMA BERM - TYPE A MODIFIED PROP HMA BERM - TYPE A MODIFIED NTS NTS PROP GRANITE CURB 14 1 7 0 . 0 0 _ H D ( T Y P ) . D W G 25 - O c t - 2 0 2 3 11 : 5 1 A M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD TYPICAL SECTIONS SHEET 06 OF 123 MILLSTONE RD ALIGNMENT CONSTRUCTION BASELINE DATA NUMBER L1 C1 L2 C2 L3 C3 C4 C5 L4 C6 L5 C7 L6 C8 C9 C10 L7 C11 L8 C12 C13 L9 C15 C16 L10 STARTING STATION 200+00.00 201+64.63 204+09.68 209+25.16 210+85.27 213+52.58 217+79.92 221+37.55 223+79.15 224+85.43 227+98.82 232+33.84 234+02.74 235+54.85 236+98.86 239+61.22 241+48.24 244+70.77 250+34.86 252+58.98 254+75.59 257+61.77 268+35.49 271+96.18 273+84.81 NORTHING 2745719.9080 2745572.1515 2745333.6367 2744824.4131 2744664.8064 2744397.8697 2743972.6406 2743617.5605 2743380.0969 2743277.3948 2742966.8410 2742532.8788 2742367.0202 2742221.2170 2742079.6792 2741817.5114 2741633.2359 2741320.9316 2740844.0369 2740692.6642 2740525.8456 2740253.3015 2739195.1641 2738847.7032 2738679.8088 EASTING 1053228.9749 1053301.5759 1053337.7199 1053257.6713 1053249.4802 1053263.7405 1053304.7331 1053347.1770 1053390.2989 1053417.6389 1053447.3034 1053417.0037 1053386.9280 1053343.5675 1053318.8447 1053321.1506 1053351.5397 1053432.1141 1053718.5521 1053883.8270 1054020.8641 1054094.9888 1054196.5995 1054102.0060 1054016.7875 CURVE DATA R 400.00' Δ 35°06'04" L=245.05' T=126.51' R 765.00' Δ 11°59'30" L=160.11' T=80.35' R 5000.00' Δ 4°53'49" L=427.33' T=213.80' R 9000.00' Δ 2°16'36" L=357.63' T=178.84' R 1500.00' Δ 9°13'44" L=241.61' T=121.07' R 950.00' Δ 18°54'03" L=313.39' T=158.13' R 770.00' Δ 12°34'05" L=168.90' T=84.79' R 620.00' Δ 13°18'28" L=144.00' T=72.33' R 2000.00' Δ 7°30'58" L=262.37' T=131.37' R 1050.00' Δ 10°12'17" L=187.01' T=93.75' R 978.00' Δ 33°02'50" L=564.09' T=290.13' R 765.00' Δ 16°13'24" L=216.61' T=109.03' R 510.00' Δ 32°09'05" L=286.18' T=146.97' R 1820.00' Δ 11°21'19" L=360.70' T=180.94' R 900.00' Δ 12°00'31" L=188.63' T=94.66' LINE DATA S26°10'03"E 164.63' S8°56'01"W 515.48' S3°03'29"E 267.32' S14°54'24"E 106.28' S3°59'38"W 435.02' S16°33'43"W 152.11' S14°28'00"E 322.53' S47°30'50"E 224.12' S0°51'39"W 490.16' S32°54'55"W 331.56' ENDING STATION 201+64.63 204+09.68 209+25.16 210+85.27 213+52.58 217+79.92 221+37.55 223+79.15 224+85.43 227+98.82 232+33.84 234+02.74 235+54.85 236+98.86 239+61.22 241+48.24 244+70.77 250+34.86 252+58.98 254+75.59 257+61.77 262+51.93 271+96.18 273+84.81 277+16.37 NORTHING 2745572.1515 2745333.6367 2744824.4131 2744664.8064 2744397.8697 2743972.6406 2743617.5605 2743380.0969 2743277.3948 2742966.8410 2742532.8788 2742367.0202 2742221.2170 2742079.6792 2741817.5114 2741633.2359 2741320.9316 2740844.0369 2740692.6642 2740525.8456 2740253.3015 2739763.1964 2738847.7032 2738679.8088 2738401.4724 EASTING 1053301.5759 1053337.7199 1053257.6713 1053249.4802 1053263.7405 1053304.7331 1053347.1770 1053390.2989 1053417.6389 1053447.3034 1053417.0037 1053386.9280 1053343.5675 1053318.8447 1053321.1506 1053351.5397 1053432.1141 1053718.5521 1053883.8270 1054020.8641 1054094.9888 1054087.6254 1054102.0060 1054016.7875 1053836.6181 MILLSTONE RD ALIGNMENT CONSTRUCTION BASELINE DATA NUMBER C17 C18 C19 C20 L11 C21 C22 C23 L12 C24 C25 L13 C26 C27 C28 C29 L14 STARTING STATION 277+16.37 279+80.53 283+40.71 287+97.51 289+44.32 292+15.85 295+69.65 299+55.89 302+24.93 310+30.70 313+72.44 316+42.02 318+87.75 324+65.26 328+02.44 329+11.80 329+88.85 NORTHING 2738401.4724 2738185.3440 2737887.1234 2737516.7722 2737404.2533 2737194.2691 2736975.5849 2736773.2187 2736580.5468 2735920.0888 2735663.4005 2735463.0781 2735265.2563 2734738.9711 2734408.1495 2734302.5251 2734235.4923 EASTING 1053836.6181 1053684.8476 1053483.2046 1053216.7202 1053122.4255 1052950.2813 1052675.5211 1052347.1827 1052161.0147 1051699.4352 1051474.8424 1051295.0755 1051149.2916 1050924.2395 1050859.1870 1050830.9979 1050794.0351 CURVE DATA R 3500.00' Δ 4°19'28" L=264.16' T=132.14' R 3250.00' Δ 6°20'59" L=360.18' T=180.27' R 2700.00' Δ 9°41'37" L=456.81' T=228.95' R 6790.00' Δ 1°14'20" L=146.81' T=73.41' R 835.00' Δ 24°16'38" L=353.80' T=179.60' R 2100.00' Δ 10°32'17" L=386.24' T=193.66' R 850.00' Δ 18°08'07" L=269.04' T=135.66' R 1570.00' Δ 12°28'18" L=341.75' T=171.55' R 1400.00' Δ 11°01'57" L=269.57' T=135.20' R 1250.00' Δ 26°28'16" L=577.51' T=294.00' R 8000.00' Δ 2°24'54" L=337.18' T=168.62' R 1200.00' Δ 5°13'17" L=109.36' T=54.72' R 195.00' Δ 22°38'19" L=77.05' T=39.03' LINE DATA S39°20'41"W 271.53' S34°56'56"W 805.77' S36°23'18"W 245.74' S40°11'32"W 61.15' ENDING STATION 279+80.53 283+40.71 287+97.51 289+44.32 292+15.85 295+69.65 299+55.89 302+24.93 310+30.70 313+72.44 316+42.02 318+87.75 324+65.26 328+02.44 329+11.80 329+88.85 330+50.00 NORTHING 2738185.3440 2737887.1234 2737516.7722 2737404.2533 2737194.2691 2736975.5849 2736773.2187 2736580.5468 2735920.0888 2735663.4005 2735463.0781 2735265.2563 2734738.9711 2734408.1495 2734302.5251 2734235.4923 2734188.7838 EASTING 1053684.8476 1053483.2046 1053216.7202 1053122.4255 1052950.2813 1052675.5211 1052347.1827 1052161.0147 1051699.4352 1051474.8424 1051295.0755 1051149.2916 1050924.2395 1050859.1870 1050830.9979 1050794.0351 1050754.5740 14 1 7 0 . 0 0 _ H D ( B L - T A B L E S ) . D W G 25 - O c t - 2 0 2 3 11 : 5 2 A M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION BASELINE TABLES SHEET 07 OF 123 200 201 202 203 204 205 PC +64. 6 3 PT + 0 9 . 6 8 N NAD 83 20 SCALE: 1" = 20' 0 50 100 MILL S T O N E R O A D PU R I T A N D R I V E (T O W N W A Y - 4 0 ' W I D E ) RO U T E 6 A (S T A T E H I G H W A Y - V A R I A B L E W I D T H ) MILLST O N E R O A D (TOWN W A Y - 4 0 ' W I D E ) LIMIT OF WORK STA 200+17.68 N 2745704.0369 E 1053236.7732 PROP C O B B L E S T O N E DRIVE PROP 5.5 ' H M A W A L K APPROX LIMIT OF GRADING (TYP) PROP L O A M & S E E D ( T Y P ) MILLSTO N E R D C O N S T B L PROP HM A B E R M TYPE A M O D . SAWCUT SA W C U T PROP SAWCUT (TYP) REM T R E E PROP T R E E P R O T E C T I O N ( T Y P ) REM TREE PROP F U L L D E P T H PVMT - T Y P E 2 PRO P M I L L & OVE R L A Y PROP G R A N C U R B RET LIMIT OF W O R K MATCH E X I S T LIMIT OF W O R K MEET EXIS T RET R&R STOCKADE FENCE PROP CEM CONC PCR PROP C L E A R I N G A N D G R U B B I N G STA 200 + 7 5 T O S T A 2 0 2 + 8 2 PRO P 5 ' H M A W A L K REM BEGIN 5' HMA WALK STA 203+37.99 REM TREE R&R B O U N D 25.00' RET BOUND 25.0 0 ' REM TREE PROP LOAM & S E E D ( T Y P ) PROP C L E A R I N G A N D G R U B B I N G STA 200 + 4 6 T O S T A 2 0 0 + 7 4 PRO P T E M P E A S E M E N T ( T Y P ) END GRAN C U R B ; BEGIN HMA B E R M T Y P E A M O D . R&R CURB R&R CURB PROP CEM CONC PCR REM T R E E R&S CURB PROP T E M P E A S E M E N T ( T Y P ) PROP TEMP EASEMENT (TYP) PROP FULL DEPT H PVMT - TYPE 2 PRO P F U L L D E P T H PVM T - T Y P E 1 1 2 LEGEND PCR NO. DRIVEWAY NO. # # PROP HMA BERM - TYPE A MOD. PROP CLEARING & GRUB B I N G STA 202+42 TO STA 203+2 9 205 206 207 208 209 210PC +25.16PT +09.68 N NAD 83 20 SCALE: 1" = 20' 0 50 100 MILLSTONE ROAD (TOWN WAY - 40' WIDE) CA P E C O D R A I L T R A I L (D E P A R T M E N T O F C O N S E R V A T I O N & R E C R E A T I O N - 8 2 . 5 ' W I D E ) MILLSTONE RD CONST BL REM TREE APPROX LIMIT OF GRADING (TYP) PROP LOAM & SEED (TYP) PROP TREE PROTECTION (TYP) PROP GRAVEL DRIVEPROP 5' HMA WALK (TYP) PROP SAWCUT (TYP) PROP FULL DEPTH PVMT - TYPE 1 PROP MILL & OVERLAY PROP HMA DRIVE PROP HMA DRIV E PROP FULL DEPTH PVMT - TYPE 2 PROP FULL D E P T H PVMT - TYPE 1 PROP FULL D E P T H PVMT - TYPE 2PROP HMA BERM TYPE A MOD. (TYP) PROP HMA BERM, TYPE A MOD. (TYP) PROP HMA DRIVE PROP GRAN CURB PROP CEM CONC ISLAND SAWCUT, LIMIT OF WORK MEET EXIST R&R BOULDER R&R BOULDER SAWCUT, LIMIT OF WORK MEET EXIST RET FENCE RET MB R&R MB(2) R&D POST R&D POST R&R STOCKADE FENCE R&R STOCKADE FENCE R&R FENCE REM & REBUILD B A L A N C E S T O N E W A L L R&R BOULDER R&R BOULDER PROP CLEARING AND GRUBBING STA 207+04 TO STA 209+69 PROP CLEARIN G A N D G R U B B I N G STA 208+05 TO S T A 2 1 0 + 7 4 END HMA BERM TYPE A MOD; BEGIN GRAN CURB REM TREE PROP CLEARING AND GRUBBING STA 206+37 TO STA 206+68 PROP CLEARING AND GRUBBING STA 206+92 TO STA 207+41 RET BOUND 25.00' PROP LOAM & SEED (TYP) PROP TEMP EASEMENT (TYP) PROP GRAN CURB END GRAN CURB; BEGIN HMA BERM TYPE A MOD. 25.00' REM TREE PROP TEMP EASEMENT (TYP) PROP FULL DEPTH PVMT - TYPE 1 PROP FULL DEPTH PVMT - TYPE 2 PROP FULL DEPTH PVMT - TYPE 1 1 PROP FULL DEPTH PVMT - TYPE 2 3 4 LEGEND PCR NO. DRIVEWAY NO. # # CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( G E N ) . D W G 26 - O c t - 2 0 2 3 1: 4 5 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 09 TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 08 OF 123 CO N T I N U E D AB O V E FOR PROFILE SEE SHEET 20 FOR PROFILE SEE SHEET 20 210 211 212 213 214 215 216 PC +52.58 PT +85.27 N NAD 83 20 SCALE: 1" = 20' 0 50 100 HE N R Y ' S R O A D (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' WIDE) PROP HMA DRIVE RET TREE REM TREE REM TREE PROP HMA DRIVE PROP GRAN CURB STA 210+98 TO 212+39 MILLSTONE RD CONST BL PROP SAWCUT (TYP) PROP MILL & OVERLAY PROP FULL DEPTH PVMT - TYPE 2 PROP GRAVEL DRIVE PROP GRAVEL DRIVE PROP HMA DRIVE PROP FULL DEPTH PVMT - TYPE 2 PROP 5' HMA WALK (TYP) PROP HMA DRIVE PROP GRAVEL DRIVE PROP HMA DRIVE APPROX LIMIT OF GRADING (TYP) PROP LOAM & SEED (TYP) PROP HMA DRIVE PROP HMA DRIVE PROP HMA DRIVE SAWCUT RE T R&R MB R&R FENCE RET R&R MB R&R MB R&R MB R&R MB R&R MB R&R MBLIMIT OF WORK MEET EXIST PROP GRAVEL DRIVE PROP CLEARING A N D G R U B B I N G STA 208+05 TO ST A 2 1 0 + 7 4 PROP CLEARING AND GRUBBING STA 211+00 TO STA 213+09 PROP CLEARING AND GRUBBING STA 213+84 TO STA 214+46 PROP CLEARING AND GRUBBING STA 214+28 TO STA 215+18 PROP FULL DEPTH PAVEMENT - TYPE 1 END GRAN CURB, BEGIN HMA BERM TYPE A MOD. R&R BOUND R&R MB RET CONC POSTS(6) RET STONE RET WALL R&R BOUND PROP EROSION CONTROL R&R BOUND R&R BOUND R&R BOUND PROP GRAN CURB 25.00' MILLSTONE ROAD RET HEDGES PROP TEMP EASEMENT (TYP) PROP TEMP EASEMENT (TYP) RET PROP TEMP EASEMEN T PROP FULL DEPTH PVMT - TYPE 1 1 2 3 4 5 PROP FULL DEPTH PVMT - TYPE 1 PROP FULL DEPTH PVMT - TYPE 1 LEGEND PCR NO. DRIVEWAY NO. # # PROP CLEARING AND GRUBBING STA 213+47 TO STA 214+12 PROP TREE PROTECTION (TYP) PROP GRAN CURB STA 214+15, 18' RT TO STA 214+65, 18' RT PROP PERMANENT 216 217 218 219 220 221 222PRC +79.92 PRC +37.55 N NAD 83 20 SCALE: 1" = 20' 0 50 100 KI N G P H I L I P R O A D (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' WIDE)MILLSTONE RD CONST BL SAWCUT REM TREE PROP GRAVEL DRIVE PROP HMA DRIVE REM TREE PROP TREE PROTECTION (TYP) PROP FULL DEPTH PVMT - TYPE 2 PROP FULL DEPTH PVMT - TYPE 2 PROP SHELL DRIVE PROP SHELL DRIVE PROP TREE PROTECTION (TYP) PROP HMA DRIVE PROP HMA DRIVE PROP 5' HMA WALK (TYP) PROP COBBLESTONE DRIVE R&R MB PROP HMA DRIVE PROP HMA DRIVE PROP GRAVEL DRIVE PROP SAWCUT (TYP)PROP MILL & OVERLAY APPROX LIMIT OF GRADING (TYP) PROP LOAM & SEED (TYP) PROP HMA DRIVE R&R MB (2) RET LANDSCAPE WALL RET LANDSCAPE WALL PROP HMA BERM TYPE A MOD. (TYP) PROP HMA DRIVE PROP HMA DRIVE PROP HMA DRIVE PROP SHELL DRIVE REM BUSH RET MBR&R MB R&R MB R&R MB LIMIT OF WORK MEET EXIST PROP FULL DEPTH PVMT - TYPE 1 PROP CLEARING AND GRUBBING STA 221+65 TO STA 222+15 PROP CLEARING AND GRUBBING STA 216+72 TO STA 216+82 PROP GRAVEL DRIVE PROP CLEARING AND GRUBBING STA 218+51 TO STA 218+99 R&R BOUND R&R BOUND RET BOUND R&R BOUND 25.00' PROP SHELL DRIVE PROP SHELL DRIVE RET REM TREE PROP LOAM & SEED PROP LOAM & SEED PROP GRAN CURB PROP HMA DRIVE PROP TEMP EASEMENT (TYP) PROP TEMP EASEMENT PROP TEMP EASEMENT (TYP) 5 6 7 8 9 10 11 LEGEND PCR NO. DRIVEWAY NO. # # PROP CLEARING AND GRUBBING STA 219+17 TO STA 219+61 PROP HMA DRIVE PROP PERM EASEMENT CO N T I N U E D O N SH E E T N O . 08 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( G E N ) . D W G 26 - O c t - 2 0 2 3 1: 4 5 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 10 TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 09 OF 123 CO N T I N U E D AB O V E FOR PROFILE SEE SHEET 21 FOR PROFILE SEE SHEET 21 222 223 224 225 226 227 228 PC +85.43 PT +79.15 PT +98. 8 2 N NAD 83 20 SCALE: 1" = 20' 0 50 100 BL U E B E R R Y (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROA D (TOWN WAY - 40' W I D E ) PROP FULL DEPTH PVMT - TYPE 2 PROP HMA DRIVE PROP GRAVEL DRIV E REM TREE PROP FU L L D E P T H PVMT - T Y P E 2 PROP F U L L DEPTH P V M T - T Y P E 1 PROP MILL & OVERLAY PROP SAWCUT (TYP) APPROX LIMIT OF GRADING (TYP) PROP 5' HMA WALK (TYP) PROP HMA BE R M TYPE A MOD. ( T Y P ) PROP HMA DRIVE PROP HMA DRIV E PROP TREE PROTECTION (T Y P ) PROP HMA DRIVE PROP HMA DRIVE APPROX LIMIT O F GRADING (TYP) PROP HMA DRIVE PROP H M A D R I V E REM TRE E MILLSTONE RD CO N S T B L PROP LOAM & SEED ( T Y P ) PROP HMA DRIVE PROP HMA DRIV E SAWCUT RET MB RET MB RET MB REM BOULDER RET MB REM TREE R&R MB PO N D D R I V E PROP CLEARING AND GRUBBING STA 222+31 TO STA 223+16 RET ROCK WALL PROP CL E A R I N G A N D G R U B B I N G STA 227+ 2 9 T O S T A 2 2 9 + 2 2 RET RET PROP CLEARING AND GRUBBING STA 225+0 1 TO STA 225+84 RET RET PROP CEM CONC PCR LIMIT OF WORK MATCH EXIST PROP CLEARING AND GRUBBING STA 221+89 TO STA 223+11 PROP CLEARIN G A N D G R U B B I N G STA 226+02 TO S T A 2 6 6 + 8 0 REM BOU L D E R RET POST R&R BOUND R&R BOUND RET BOUND 25.00' PROP TEMP EASEMENT REM TREE PROP GRAN CURB PROP TEMP EASEMENT (TYP) RET BOULDERS ( 4 ) PROP FULL DEPTH PVMT - TYPE 2 11 12 13 14 5 6 LEGEND PCR NO. DRIVEWAY NO. # # PROP HMA BERM TYPE A MOD. (TYP) PROP CL E A R I N G A N D G R U B B I N G STA 227+ 7 1 T O S T A 2 2 9 + 1 1 PROP PERM EASEMENT 228 229 230 231 232 233 PC +33.84 PT +98.82 N NAD 83 20 SCALE: 1" = 20' 0 50 100 PI N E W O O D D R I V E (P R I V A T E W A Y - 4 0 ' W I D E ) AN A W A N R O A D (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' WIDE) MILLSTONE RD CONST BL SAWCUT PROP FULL DEPTH PVMT - TYPE 1 PROP FULL DEPTH PVMT - TYPE 2 REM TREE PROP SHELL DRIVE PROP GRAVEL DRIVE PROP HMA DRIVE REM TREE PROP HMA DRIVE PROP HMA DRIVE PROP HMA DRIVE PROP HMA BERM TYPE A MOD. (TYP) PROP SAWCUT (TYP)PROP FULL DEPTH PVMT - TYPE 2 PROP MILL & OV E R L A Y APPROX LIMIT OF GRADING (TYP) PROP LOAM & SEED (TYP)PROP 5' HMA WALK (TYP) REM BOULDER REM TREE R&R MB R&R MB R&R MB R&R MB RET MB PROP CLEARING AND GRUBBING STA 227+29 TO STA 229+22 RET BOULDER PROP CLEARING AND GRUBBING STA 231+23 TO STA 232+35 LIMIT OF WORK MATCH EXIST PROP HMA DRIVE PROP CLEARING AND GRUBBING STA 229+41 TO STA 229+61 PROP CLEARING AND GRUBBING STA 230+57 TO STA 231+06 PROP CLEARING AND GRUBBING STA 227+71 TO STA 229+11 PROP CLEARING AND GRUBBING STA 231+58 TO STA 232+57 RET BOUND R&R BOUND R&R BOUND RET MB 25.00' PROP TREE PROTECTION (TYP) PROP TEMP EASEMENT PROP TEMP EASEMENT (TYP) PROP FULL DEPTH PVMT - TYPE 2 PROP FUL L D E P T H PVMT - TY P E 1 15 16 17 7 LEGEND PCR NO. DRIVEWAY NO. # # PROP CLEARING AND GRUBBING STA 230+98 TO STA 231+28PROP PERM EASEMENT END GRAN CURB; BEGIN HMA BERM TYPE A, MOD. PROP LOAM & SEED PROP GRAN CURB (TYP) CO N T I N U E D O N SH E E T N O . 09 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( G E N ) . D W G 26 - O c t - 2 0 2 3 1: 4 5 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 11 TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 10 OF 123 CO N T I N U E D AB O V E FOR PROFILE SEE SHEET 22 FOR PROFILE SEE SHEET 22 234 235 236 237 238 239 PC +54.85 PT +02.74 PCC +98.86 PCC +61 . 2 2 N NAD 83 20 SCALE: 1" = 20' 0 50 100 PI N E W O O D D R I V E (P R I V A T E W A Y - 4 0 ' W I D E ) SA N D P I P E R (P R I V A T E W A Y - 4 0 ' W I D E ) HO B N O B R O A D (T O W N W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) REM TREE REM TREE REM TREE PROP CLEARING AND GRUBBING STA 235+51 TO STA 237+18 PROP GRAV E L D R I V E REM TREE PROP GRAV E L D R I V E PROP GRAV E L DRIVE APPROX LI M I T O F G R A D I N G ( T Y P ) PROP 5' HMA W A L K ( T Y P ) PROP LOA M & S E E D ( T Y P ) MILLSTONE RD C O N S T B L PROP FUL L D E P T H PVMT - TY P E 2 PROP FULL DEP T H PVMT - TYPE 2 PROP FULL DEPTH PVMT - TYPE 1 PROP SA W C U T ( T Y P ) PROP MILL & OV E R L A Y PROP HMA DRIVE PROP GRA V E L D R I V E PROP GRA V E L DRIVE PROP HMA D R I V E SAWCUT SAWCUT SAWCUT PROP HMA BE R M TYPE A MOD. ( T Y P ) PROP HMA D R I V E PROP HMA D R I V E REM BOUL D E R R&R MB RET MB LA N E PROP CEM CO N C P C R LIMIT OF W O R K MATCH EX I S T LIMIT OF WORK MATCH EXIST LIMIT OF WORK MATCH EXIST PROP HMA DRIVE PROP HMA D R I V E PROP CEM CON C P C R PROP HMA D R I V E PROP CLEA R I N G A N D G R U B B I N G STA 234+17 T O S T A 2 3 4 + 7 0 RET BOULDERS RET MB 25.00' REM TREE PROP TREE PR O T E C T I O N ( T Y P ) PROP TEMP E A S E M E N T ( T Y P ) PROP TEMP E A S E M E N T ( T Y P ) PROP CEM CONC PCR 18 19 PROP FU L L D E P T H PVMT - TY P E 2 PROP FU L L D E P T H PVMT - TY P E 1 PROP FULL DE P T H PVMT - TYPE 2 10 7 8 9 LEGEND PCR NO. DRIVEWAY NO. # # PROP GRAN TRANS PIECE 240 241 242 243 244 245 PC +70.77 PT +48.24 PCC +61.22 N NAD 83 20 SCALE: 1" = 20' 0 50 100DR I V E (P R I V A T E W A Y - 4 0 ' W I D E ) PI L G R I M ' S W A Y (P R I V A T E W A Y - 4 0 ' W I D E ) RE D F A W N R O A D (T O W N W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE)MILLSTONE RD C O N S T B L SAW C U T SAWCUT SAWCUT PROP LOAM & SEED (TYP) PROP SAWCUT (TYP)PROP MILL & OVERLAY APPROX LIMIT OF GRADING (TYP) PROP 5' HMA WALK (TYP) PROP GRAVE L D R I V E PROP FULL DEPTH PVMT - TYPE 1 PROP HMA DRIVE PROP GRAVEL DRIVE PROP HMA DRIVE PROP GRAVEL DRIVE PROP FULL DEPTH PVMT - TYPE 2 PROP FULL DEPTH PVMT - TYPE 1 PROP HMA DRIVE PROP HMA DRIVE PROP FULL DEPTH PVMT - TYPE 2PROP GRAN CURB PROP HMA B E R M TYPE A MOD . ( T Y P ) REM BOULDER PROP HMA DRIVE PROP TREE PROTECTION (TYP) R&R FENCE RET MB RET MB RET MB RET MB PROP CLEARING AND GRUBBING STA 243+94 TO STA 245+08 PROP CLEARING AND GRUBBING STA 241+21 TO STA 242+52 PROP CEM CONC PC R PI N E W O O D LIMIT OF WORK MATCH EXIST LIMIT OF WORK MATCH EXIST LIMIT OF WORK MATCH EXIST PROP CEM CONC PCR RET BOUND R&R BOUND RET BOUND R&R BOUND 25.00' PROP TEMP EASEMENT (TYP) PROP TEMP EASEMENT (TYP) PROP GRAVEL DRIVEPROP GRAVE L DRIVE PROP GRAVEL DRIVE PROP FUL L D E P T H PVMT - TY P E 2 19 11 12 13 14 LEGEND PCR NO. DRIVEWAY NO. # # PROP GRAN TRANS PIECE PROP CLEARING AND GRUBBING STA 240+87 TO STA 241+06 PROP CLEARING AND GRUBBING STA 245+43 TO STA 251+94 CO N T I N U E D O N SH E E T N O . 10 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( G E N ) . D W G 26 - O c t - 2 0 2 3 1: 4 6 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 12 TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 11 OF 123 CO N T I N U E D AB O V E 246 247 248 249 250 251 PT +34.8 6 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 PI L G R I M ' S W A Y (P R I V A T E W A Y - 4 0 ' W I D E ) FA R M W A Y (P R I V A T E W A Y - 5 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) PROP HMA DRIVE PROP HMA DRIVE PROP GRAVEL DRIVE PROP FULL DEPT H PVMT - TYPE 1 MILLST O N E R D C O N S T B L PROP HM A D R I V E PROP GRAVEL D R I V E SAWCUT PROP M I L L & O V E R L A Y R&D BOULDER PROP LOAM & S E E D ( T Y P ) RET PROP 5' HMA W A L K ( T Y P ) R&D CON C P O S T RET PROP HMA BERM TYPE A MOD. (TYP) PROP HMA BERM TYPE A MOD. (TYP) APPROX LIMIT OF GRADING (TYP) PROP S A W C U T ( T Y P ) RET RET RET RETLU N D PROP FUL L D E P T H PVMT - TY P E 1 PROP LOA M & S E E D ( T Y P ) PROP 5' H M A W A L K ( T Y P ) PROP M I L L & O V E R L A Y PROP CLEARING AND GRUBBING STA 245+43 TO STA 251+94 PROP CLE A R I N G A N D GRUBBIN G PROP FUL L D E P T H PVMT - TY P E 2 PROP FU L L D E P T H PVMT - T Y P E 1 SAWCU T PROP C E M C O N C P C R PROP CEM C O N C P C R PROP CEM CO N C P C R LIMIT OF W O R K MATCH EX I S T PROP CEM C O N C PCR PROP CLEARING AND GRUBBING STA 248+82 TO STA 250+09 SAWCU T SAWCUT R&R MB RET PROP C L E A R I N G A N D G R U B B I N G STA 24 5 + 5 3 T O S T A 2 4 6 + 0 4 R&R BOUN D 25.00' PROP TEMP EASEMENT (TYP) PROP T E M P E A S E M E N T ( T Y P ) PROP GRAVEL DRIVE PROP FU L L D E P T H PVMT - T Y P E 2 13 14 15 16 LEGEND PCR NO. DRIVEWAY NO. # # 251 252 253 254 255 256 257 PC +58 . 9 8 PCC +75.59 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 JOE L O N G R O A D (PR I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' W I D E ) MILLST O N E R D C O N S T B L SA W C U T RETRET RET RET RET RET PROP MIL L & O V E R L A Y PROP F U L L D E P T H PVMT - T Y P E 1 PROP F U L L D E P T H PVMT - T Y P E 2 PROP L O A M & S E E D ( T Y P ) PROP LOAM & SE E D ( T Y P ) PROP 5' HMA WALK (T Y P ) PROP 5' HMA WALK (TYP) PROP HMA DRIVE PROP CLEARING AND GRUBBING STA 252+91 TO STA 255+51 PROP H M A D R I V E PROP G R A V E L D R I V E REM B O U L D E R PROP HMA BERM TYPE A MOD. (TYP)PROP FULL DEPTH PVMT - TYPE 2 PROP FU L L D E P T H PVMT - T Y P E 2 R&R M B APPROX L I M I T O F G R A D I N G ( T Y P ) PROP C L E A R I N G A N D G R U B B I N G STA 252 + 0 8 T O S T A 2 5 5 + 1 4 PROP C L E A R I N G A N D G R U B B I N G STA 25 1 + 1 4 T O S T A 2 5 2 + 7 7 PROP C L E A R I N G A N D G R U B B I N G STA 25 5 + 7 1 T O S T A 2 5 7 + 1 4 PROP C L E A R I N G A N D G R U B B I N G STA 2 5 5 + 6 2 T O S T A 2 5 9 + 5 2 PROP C E M C O N C P C R RET MB PROP CEM CONC PCR LIMIT OF WORK MATCH EXIST REM BO U L D E R REM T R E E RET R&R B O U N D 25.00' PROP SAWCUT (TYP) PROP T E M P E A S E M E N T PROP T E M P E A S E M E N T PROP C L E A R I N G A N D G R U B B I N G STA 24 5 + 4 3 T O S T A 2 5 1 + 9 4 RET BOULDER PROP CLEARING AND GRUBBING STA 257+35 TO STA 259+50 20 21 PRO P F U L L D E P T H PVM T - T Y P E 2 16 17 18 LEGEND PCR NO. DRIVEWAY NO. # # PROP PERM E A S E M E N T PROP P E R M E A S E M E N T PR O P P E R M E A S E M E N T CO N T I N U E D O N SH E E T N O . 11 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( G E N ) . D W G 26 - O c t - 2 0 2 3 1: 4 6 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 13 TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 12 OF 123 CO N T I N U E D AB O V E FOR PROFILE SEE SHEET 24 FOR PROFILE SEE SHEET 24 257 258 259 260 261 262 263 PC +51.93 PT +61.77 N NAD 83 20 SCALE: 1" = 20' 0 50 100 FE R N L A N E (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) MILLSTONE ROAD SAW C U T MILLSTONE RD CONST BL R&R MB PROP MILL & OVERLAY PROP HMA BERM, TYPE A MOD. (TYP) RET PROP FULL DEPTH PVMT - TYPE 2 PROP HMA DRIVE PROP 5' HMA WALK (TYP) PROP 5' HMA WALK (TYP) PROP LOAM & SEED (TYP) RE T PROP HMA DRIVE PROP SHELL DRIVE PROP HMA DRIVE PROP HMA DRIVE PROP GRAVEL DRIVE R&R MB(2) PROP HMA DRIVE PROP GRAVEL DRIVE PROP FULL DEPTH PVMT - TYPE 2 RET MB R&R MB PROP LOAM & SEED (TYP) PROP GRAVEL DRIVE PROP HMA DRIVE APPROX LIMIT OF GRADING(TYP) RET PROP HMA DRIVE R&R FENCE R&R FENCE R&R RET BOULDER PROP CLEARING AND GRUBBING STA 257+35 TO STA 259+50 PROP CEM CONC PCR REM REM RET BOULDERS LIMIT OF WORK MEET EXIST PROP CEM CONC PCR PROP CEM CONC PCR REM BOULDERS PROP CLEARING AND GRUBBING STA 261+65 TO STA 262+44 PROP CLEARING AND GRUBBING STA 257+35 TO STA 259+41 PROP CLEARING AND GRUBBING STA 261+41 TO STA 261+65 RET FENCE PROP CLEARING AND GRUBBING STA 262+28 TO STA 262+49 RET R&R BOUND R&R BOUND RET BOUND RET BOUND 25.00' PROP SAWCUT (TYP) PROP TEMP EASEMENT RET WOOD POST RET BOULDERS PROP TEMP EASEMENT PROP CLEARING AND GRUBBING STA 261+14 TO STA 261+49 PROP FULL DEPTH PVMT - TYPE 221 22 23 PROP FULL DEPTH PVMT - TYPE 1 PROP FULL DEPTH PVMT - TYPE 2 19 20 LEGEND PCR NO. DRIVEWAY NO. # # PROP HMA BERM - TYPE A MOD. (TYP) PROP PERM EASEMENT PROP GRAN CURB 263 264 265 266 267 268 269 PC +32.8 5 PT +13.4 2 PCC + 3 5 . 4 9 N NAD 83 20 SCALE: 1" = 20' 0 50 100 AG A S S I Z S T R E E T (P R I V A T E W A Y - 4 0 ' W I D E ) PO N D R O A D (T O W N W A Y - V A R I A B L E W I D T H ) MILLSTONE ROAD (TOWN WAY - 50' WID E ) SAWCUT SAWCU T MILLSTONE RD C O N S T B L CL I F F REM TREE REM TREE PROP 5' HMA WALK (TYP) PROP LOAM & SEED (TYP) PROP FULL D E P T H PVMT - TYP E 1 PROP MILL & OVERLAY PROP HMA DRIVE RET MB PROP GRAVEL DRIVE R&R MB RET MB PROP HMA DRIVE RET MB PROP HMA DRIVE PROP HMA DRIVE PROP HMA DRIVE PROP GRAVEL DRIVE PROP GRAVEL DRIVE PROP HMA DRIVE R&R FENC E R&R FENC E R&R FENCE PROP TREE PROTECTION (TYP) APPROX LIMIT OF GRADING (TYP) PROP FUL L D E P T H PVMT - TYP E 2 PROP FULL DEPTH PVMT - TYPE 2 PROP CLEARING AND GRUBBING STA 263+34 TO STA 263+95 RET PROP HMA DRIVE PROP CEM CONC PCR LIMIT OF WO R K MATCH EXIS T LIMIT OF W O R K MATCH EX I S T PROP M I L L & O V E R L A Y PROP CLEARING AND GRU B B I N G STA 265+03 TO STA 265+35 R&R BOUN D R&R BOU N D 25.00' PROP TREE PROTECTION (TYP) RE T PROP SAWCUT (T Y P ) PROP TEMP EASEMENT PROP TEMP EASEMENT PROP GRAVEL DRIV E PROP HMA DRIVE PROP FULL D E P T H PVMT - TYP E 1 PROP FULL DEPTH PVMT - TYPE 1 PROP FULL DEPTH PVMT - TYPE 2 24 25 26 21 LEGEND PCR NO. DRIVEWAY NO. # # PROP GRAN TRANS PIECE PROP GRAN TRANS PIECE PROP CLEARING AND GRUBBING STA 265+18 TO STA 265+43 PROP CLEARING AND GRU B B I N G STA 266+71 TO STA 268+22 PROP FULL DEPTH PVMT - TYPE 1 CO N T I N U E D O N SH E E T N O . 12 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( G E N ) . D W G 26 - O c t - 2 0 2 3 1: 4 6 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 14 TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 13 OF 123 CO N T I N U E D AB O V E FOR PROFILE SEE SHEET 25 FOR PROFILE SEE SHEET 25 269 270 271 272 273 274 275 PT +84.81 PCC +96.18 N NAD 8 3 20 SCALE: 1" = 20' 0 50 100 OL D M E A D O W (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) MILLSTO N E R O A D MILLSTONE RD CONST BL R&R MB PROP FUL L D E P T H PVMT - TY P E 1 PROP MILL & OVER L A Y PROP FULL D E P T H PVMT - TYP E 2 PROP 5' HMA WALK (TYP) R&R MB R&R MB PROP HMA BERM TYPE A MOD. (TYP) R O A D PROP LOAM & S E E D ( T Y P ) R&R MB PROP GRAVEL DRIVE PROP HMA DRIVE PROP HMA DRIVE R&R FENCE APPROX LIMIT OF GRADING (TYP) PROP HM A D R I V E PROP G R A V E L D R I V E PROP HMA D R I V EPROP SAWCU T ( T Y P ) PROP HMA DRIVE PROP HMA DRIVE PROP HMA D R I V E SAWCUT, LIMIT OF WORK MATCH EXIST PROP MIL L & OVERLA Y PROP CEM CONC PC R PROP CEM CONC PCR PROP CLEARING AND GRUBBING STA 269+29 TO STA 271+84 RET MB PROP C L E A R I N G A N D G R U B B I N G STA 2 7 4 + 4 5 T O S T A 2 7 4 + 7 8 PROP G R A V E L D R I V E PROP C L E A R I N G A N D G R U B B I N G STA 26 9 + 6 9 T O S T A 2 6 9 + 9 3 RET BOUND RET B O U N D 25.00' PROP TEMP EASEM E N T PROP HMA DRI V E PROP FULL DEPTH PVMT - TYPE 2 PROP FU L L D E P T H PVMT - T Y P E 1 22 23 24 LEGEND PCR NO. DRIVEWAY NO. # # PROP GRAN TRANS PIECE PROP CLEARING A N D G R U B B I N G STA 272+25 TO S T A 2 7 3 + 6 6 REM TREE 275 276 277 278 279 280 PC +16.37 PRC +80.53 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 M O S S L A N E (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) SAWCUT MILLSTONE RD CONST BL REM REM TREE PROP MILL & OVERLAY PROP FULL DEPTH PVMT - TYPE 1 RET MB PROP GRAN CURB PROP 5' HMA WALK (TYP) PROP LOAM & SEED (TYP) PROP FULL DEPTH PVMT - TYPE 2 APPROX LIMIT OF GRADING (TYP) PROP HMA DRIVE PROP HMA DRIVE PROP HMA DRIVE R&R MB REM & REBUILD BALANCE STONE WALL RET POST PROP GRAVEL DRIVE R&R FENCE RET FENCE R&R FENCE PROP CLEARING AND GRUBBING STA 278+70 TO STA 281+14 LIMIT OF WORK MATCH EXIST PROP CEM CONC PCR PROP HMA DRIVE PROP HMA DRIVE PROP HMA DRIVE PROP CLEARING AND GRUBBING STA 279+99 TO STA 280+26 R&R BOUND PROP CLEARING AND GRUBBING STA 275+82 TO STA 275+92 R&R BOUND 25.00' PROP SAWCUT (TYP) PROP HMA BERM -TYPE A MOD. (TYP) PROP TEMP EASEMENT (TYP) PROP TEMP EASEMENT (TYP) PROP FULL DEPTH PVMT - TYPE 1 PROP FULL DEPTH PVMT - TYPE 2 PROP FULL DEPTH PVMT - TYPE 2 272526 LEGEND PCR NO. DRIVEWAY NO. # # PROP HMA BERM - TYPE A MOD. (TYP) CO N T I N U E D O N SH E E T N O . 13 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( G E N ) . D W G 26 - O c t - 2 0 2 3 1: 4 7 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 15 TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 14 OF 123 CO N T I N U E D AB O V E FOR PROFILE SEE SHEET 26 281 282 283 284 285 286 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100CA P T A I N ' S (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) SAWCUT MILLSTONE RD CONST BL R&R MB RET MB VI L L A G E L A N E R&R MB (2) PROP MILL & OVERLAY PROP 5' HMA WALK (TYP) PROP LOAM & SEED (TYP) RET MB PROP GRAVEL DRIVE PROP HMA DRIVE PROP GRAVEL DRIVE PROP HMA DRIVE PROP HMA DRIVE PROP HMA BERM TYPE A MOD. (TYP) APPROX LIMIT OF GRADING (TYP) PROP HMA DRIVE PROP FULL DEPTH PVMT - TYPE 1 PROP CLEARING AND GRUBBING STA 282+03 TO STA 283+99 PROP FULL DEPTH PVMT - TYPE 2 RET MB PROP HMA DRIVE PROP HMA DRIVE PROP GRAVEL DRIVE PROP HMA DRIVE LIMIT OF WORK MATCH EXIST PROP CLEARING AND GRUBBING STA 286+26 TO STA 288+43 25.00'PROP SAWCUT (TYP) PROP TEMP EASEMENT (TYP) PROP TEMP EASEMENT (TYP) PROP CLEARING AND GRUBBING STA 278+70 TO STA 281+14 PROP CLEARING AND GRUBBING STA 281+31 TO STA 281+84 PROP FULL DEPTH PVMT - TYPE 2 PROP FULL DEPTH PVMT - TYPE 1 LEGEND PCR NO. DRIVEWAY NO. # # PROP CLEARING AND GRUBBING STA 284+13 TO STA 285+18 N 287 288 289 290 291 292 PC +15.85PT +44.32PRC +97.51 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 BE A C H (PR I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD MILLSTONE RD CONST BL R&R MB R&R MB PROP MILL & OVERLAY RET MB PROP GRAVEL DRIVE PROP HMA DRIVE PROP 5' HMA WALK (TYP) PROP LOAM & SEED (TYP) PROP HMA BERM TYPE A MOD. (TYP) PROP FULL DEPTH PVMT - TYPE 1 PROP GRAVEL DRIVE PROP HMA DRIVE PROP HMA DRIVE PROP GRAVEL DRIVE PROP HMA DRIVER&R FENCE R&R FENCE PROP CLEARING AND GRUBBING STA 287+84 TO STA 291+34 PROP FULL DEPTH PVMT - TYPE 2 APPROX LIMIT OF GRADING (TYP) PROP CLEARING AND GRUBBING STA 285+69 TO STA 288+43 PROP HMA DRIVE REM (TOWN WAY - 50' WIDE) RET BOUND 25.00' PROP CEM CONC PCR PROP SAWCUT (TYP) PL U M L A N E PROP TEMP EASEMENT (TYP) PROP CLEARING AND GRUBBING STA 291+49 TO STA 291+73 PROP FULL DEPTH PVMT - TYPE 1 PROP FULL DEPTH PVMT - TYPE 2 27 28 LEGEND PCR NO. DRIVEWAY NO. # # SA W C U T LIMIT OF WORK MATCH EXIST CO N T I N U E D O N SH E E T N O . 14 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( G E N ) . D W G 26 - O c t - 2 0 2 3 1: 4 7 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 16 TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 15 OF 123 CO N T I N U E D AB O V E FOR PROFILE SEE SHEET 27 FOR PROFILE SEE SHEET 27 293 294 295 296 297 298 PC +1 5 . 8 5 PRC +69.65 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 CR I C K E T L A N E (P R I V A T E W A Y - 4 0 ' W I D E ) BA R O N ' S W A Y (PR I V A T E W A Y - 4 0 ' W I D E ) BE A C H (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) MILLSTONE RD CONST BL RET MB PROP MILL & O V E R L A Y PROP 5' HMA WALK (TYP) PROP LOAM & SEED (TY P ) SAWCUT SAWCUT SAW C U T APPROX LIMIT O F GRADING (TYP ) RET MB REM BUSH REM BUSH RET BUSH RET BUSH PROP HMA DRI V E PROP HMA DRIVE PROP FULL DEP T H PVMT - TYPE 1 PROP HMA BER M , TYPE A MOD. ( T Y P ) PROP 5.5' HMA WALK PROP CLEARING A N D G R U B B I N G STA 293+23 TO S T A 2 9 4 + 6 6 PROP FULL DEPTH PVMT - TYPE 1 PROP FULL DEPTH PVMT - TYPE 2 PROP FULL DEPTH PVMT - TYPE 1 LIMIT OF WORK MATCH EXIST LIMIT OF WORK MATCH EXIST LIMIT OF WORK MATCH EXIST PROP HMA DRIV E PROP CEM CO N C PCR PROP CLEARING AN D G R U B B I N G STA 297+14 TO STA 2 9 7 + 3 4 PROP CLEARING AND GRUBBING STA 297+23 TO STA 297+72 25.00' PROP SAWCUT (TYP) PL U M L A N E PROP CEM CONC P C R REM TREE PROP TEMP EA S E M E N T ( T Y P ) PROP FULL D E P T H PVMT - TYP E 2 PROP FULL DEPTH PVMT - TYPE 2 28 29 30 28 29 31 32 LEGEND PCR NO. DRIVEWAY NO. # # PROP CLEARING AND GRUBBING STA 296+06 TO STA 297+72 PROP GRAN CURB 298 299 300 301 302 303 304 PT +24.93 PCC +55.8 9 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 PR E L L C I R C L E (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTON E R O A D (TOWN WA Y - 4 0 ' W I D E ) MILLSTO N E R D C O N S T B L SAWCUT R&R MB PROP MI L L & OVERLAY APPROX LIMIT O F GRADING (TYP ) PROP FULL DE P T H PVMT - TYPE 2 PROP HMA B E R M TYPE A MO D . ( T Y P ) R&R MB(2) R&R MB(2) PROP HMA DRIVE RET MB (2) PROP LOAM & SEED (TYP) PROP 5.5' H M A WALK (TYP ) RET MB RET MB RET ROCK WALL PROP FU L L D E P T H PVMT - T Y P E 2 PROP FULL DE P T H PVMT - TYPE 2 PROP H M A D R I V E PROP HMA DRIVE PROP GRAVEL DRIVE PROP HMA D R I V E PROP GRAVEL D R I V E PROP HMA D R I V E PROP GRA V E L D R I V E PROP CLEAR I N G A N D G R U B B I N G STA 301+46 T O S T A 3 0 2 + 7 4 PROP CLEARIN G A N D G R U B B I N G STA 302+50 TO S T A 3 0 2 + 7 9 PROP FULL D E P T H PVMT - TYP E 2 PROP HMA DRIVE PROP HMA DRIVE LIMIT OF W O R K MEET EXIS T PROP HMA D R I V E PROP GRAN CUR B PROP C L E A R I N G A N D G R U B B I N G STA 298 + 6 7 T O S T A 2 9 9 + 5 7 PROP CLEARI N G A N D G R U B B I N G STA 299+04 TO S T A 3 0 0 + 1 5 PROP TEMP E A S E M E N T 25.00' PROP SAWCUT (TYP) PROP 5.5 ' H M A W A L K PROP TEMP E A S E M E N T ( T Y P ) PROP TEMP E A S E M E N T ( T Y P ) PROP FULL D E P T H PVMT - TYP E 2 PROP FUL L D E P T H PVMT - TY P E 1 PROP F U L L D E P T H PVMT - T Y P E 1 PROP FULL DE P T H PVMT - TYPE 1 30 31 32 33 34 LEGEND PCR NO. DRIVEWAY NO. # # CO N T I N U E D O N SH E E T N O . 15 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( G E N ) . D W G 26 - O c t - 2 0 2 3 1: 4 7 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 17 TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 16 OF 123 CO N T I N U E D AB O V E FOR PROFILE SEE SHEET 28 FOR PROFILE SEE SHEET 28 304 305 306 307 308 309 310 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 CA R O L A N N (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD MILLSTONE ROAD (TOWN WAY - 40' WIDE) MILLSTONE RD CONST BL REM TREE RET TREE DR I V E PROP MILL & OVERLAY R&R MB R&R MBPROP FULL DEPTH PVMT - TYPE 1 PROP 5.5' HMA WALK (TYP) PROP LOAM & SEED (TYP) PROP HMA DRIVE PROP GRAVEL DRIVE R&R MB RET MB(2) PROP HMA DRIVE PROP HMA BERM TYPE A MOD. (TYP)RET MB(2)RET MB RET MB RET FENCE SAWCUT APPROX LIMIT OF GRADING (TYP) PROP FULL DEPTH PVMT - TYPE 2 PROP HMA DRIVE PROP HMA DRIVE PROP CLEARING AND GRUBBING STA 307+03 TO STA 308+05 PROP CLEARING AND GRUBBING STA 305+64 TO STA 306+59 PROP HMA DRIVE PROP GRAVEL DRIVEPROP HMA DRIVE PROP HMA DRIVE PROP HMA DRIVE PROP HMA DRIVE LIMIT OF WORK MATCH EXIST REM TREE RET MB(3) R&R BOUND R&R BOUND 25.00'PROP SAWCUT (TYP) PROP SHELL DRIVE REM BUSH PROP TREE PROTECTION (TYP) PROP GRAN CURB PROP TEMP EASEMENT (TYP) PROP TEMP EASEMENT (TYP) PROP CLEARING AND GRUBBING STA 310+09 TO STA 311+25 PROP FULL DEPTH PVMT - TYPE 2 PROP LOAM & SEED (TYP) 34 35 36 37 38 39 40 41 PROP FULL DEPTH PVMT - TYPE 2LEGEND PCR NO. DRIVEWAY NO. # # PROP HMA DRIVE R&R BALANCE STONE WALL 310 311 312 313 314 315 316 PC +30.70 PRC +72.44 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 CA R O L A N N (P R I V A T E W A Y - 4 0 ' W I D E ) RU S S E L L ' S (T O W N W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' WIDE) MILLSTONE RD CONS T B L PA T H SAWCUT DR I V E RET RET RET TREES RET TREE PROP MILL & OVERLAY PROP GRAN CURB PROP HMA BERM TYPE A MOD. (TYP) PROP HMA DRIVE PROP FULL DEPTH PVMT - TYPE 1 R&R MB PROP 5.5' HMA WALK (TYP) PROP LOAM & SEED (TYP) RET MB RET MB REM BUSH R&R MB(2) APPROX LIMIT OF GRADING (TYP) PROP HMA DRIVE PROP GRAVEL DRIVE PROP HMA DRIVE PROP FULL DE P T H PVMT - TYPE 2 PROP CLEARING AND GRUBBING STA 312+75 TO STA 313+26PROP CLEARI N G A N D G R U B B I N G STA 310+93 TO S T A 3 1 1 + 1 1 PROP 5.5' HMA WALK (TYP) LIMIT OF WORK MATCH EXIST PROP CEM CONC PC R PROP CEM CONC PCR PROP HMA DRIVE PROP HMA DRIVE PROP HMA DRIVE PROP HMA DRIVE LIMIT OF WOR K MATCH EXIST PROP HMA DR I V E PROP SHELL D R I V E PROP CLEARI N G A N D G R U B B I N G STA 310+09 TO S T A 3 1 1 + 2 5 PROP CLEARING AND GRUBBING 314+19 TO STA 314+84 PROP GRAN CURB RET BOUND RET BOUND R&R BOUND RET MB PROP SAWCUT (TYP) PROP TEMP EAS E M E N T ( T Y P ) PROP TEMP E A S E M E N T ( T Y P ) 25.00' PROP FULL DEPTH PVMT - TYPE 1PROP CLEARING AND GRUBBING STA 311+85 TO STA 312+16 PROP FULL DEPTH PVMT - TYPE 2 PROP FULL DEPTH PVMT - TYPE 2 41 42 43 44 PROP FULL DEPTH PVMT - TYPE 2 33 34 LEGEND PCR NO. DRIVEWAY NO. # # PROP GRAN TRANS PIECE CO N T I N U E D O N SH E E T N O . 16 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( G E N ) . D W G 26 - O c t - 2 0 2 3 1: 4 7 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 18 TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 17 OF 123 CO N T I N U E D AB O V E FOR PROFILE SEE SHEET 29 FOR PROFILE SEE SHEET 29 316 317 318 319 320 321 322 PC +87.75 PT +42.02 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 MILLSTONE ROAD (TOWN WAY - 50' WIDE)MILLSTONE R D C O N S T B L PROP MILL & OVERLAY PROP LOAM & SEE D ( T Y P ) PROP 5' HMA WAL K ( T Y P ) APPROX LIMIT OF G R A D I N G ( T Y P ) PROP FULL DEPTH PVMT - TYPE 1 PROP HMA DRIVE (TYP) PROP FULL DEPTH PVMT - TYPE 2 PROP FULL DEPTH PVMT - TYPE 2 PROP FULL DEPTH PVMT - TYPE 1 RET R&R MB(2) PROP HM A D R I V E PROP HMA B E R M TYPE A - MO D ( T Y P ) PROP CLEARING AND GRUBBI N G STA 317+80 TO STA 318+88 PROP CLEARING AND G R U B B I N G STA 316+55 TO STA 316 + 9 7 PROP CLEARING AN D G R U B B I N G STA 320+78 TO STA 3 2 1 + 9 1 PROP HMA DRIVE PROP HMA DRIV E PROP CLEARING AND GRUBBING STA 319+19 TO STA 320+50 PROP CLEARING AND GRUBBIN G STA 316+95 TO STA 317+22 25.00' PROP SA W C U T ( T Y P ) PROP GRAN CURB PROP 5.5' HMA WALK PROP TEMP EASEMENT (TYP ) PROP HMA DRIVE PROP FULL DEPTH PVMT - TYPE 2 PROP FULL D E P T H PVMT - TYPE 2 44 45 46 47 LEGEND PCR NO. DRIVEWAY NO. # # 322 323 324 325 326 327 N NAD 83 20 SCALE: 1" = 20' 0 50 100 O L D (P R I V A T E W A Y - U N D E F I N E D ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) MILLSTONE RD CONST BL FR E E M A N ' S W A Y PROP MILL & OVERLAY PROP LOAM & SEED (TYP) PROP 5' HMA WALK (TYP) R&R MB(2) APPROX LIMIT OF GRADING (TYP) PROP HMA BERM TYPE A MOD. (TYP) PROP HMA DRIVE PROP HMA DRIVE R&R MB RET MB REM STONE SWALE R&D POST R&R MB RET MB PROP HMA DRIVE PROP GRAVEL DRIVE PROP HMA DRIVE PROP FULL DEPTH PVMT - TYPE 1 PROP FULL DEP T H PVMT - TYPE 2 PROP COBBLESTONE DRIVE PROP GRAVEL DRIVE PROP HMA DRIVE PROP HMA DRIVE PROP CLEARING AND GRUBBING STA 322+38 TO STA 325+53 PROP CLEARING AND GRUBBING STA 322+31 TO STA 326+16 RET BOUND R&R BOUND 25.00' PROP TEMP EASEMEN T ( T Y P ) PROP HMA DRIVE PROP SAWCUT (TYP) PROP CLEARI N G A N D G R U B B I N G STA 320+78 TO S T A 3 2 1 + 9 1 PROP TEMP EASEMENT (TYP) PROP CLEARING AND GRUBBING STA 325+82 TO STA 327+05 PROP CLEARING AND GRUBBING STA 327+27 TO STA 327+46 PROP CLEARING AND GRUBBING STA 327+63 TO STA 327+87 48 PROP FULL DEPTH PVMT - TYPE 2 LEGEND PCR NO. DRIVEWAY NO. # # CO N T I N U E D O N SH E E T N O . 17 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( G E N ) . D W G 26 - O c t - 2 0 2 3 1: 4 8 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 19 TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 18 OF 123 CO N T I N U E D AB O V E FOR PROFILE SEE SHEET 31 FOR PROFILE SEE SHEET 31 330+5 0 326 327 328 329 330 PT +8 8 . 8 5 PCC +02. 4 4 PCC +11.80 N NAD 8 3 20 SCALE: 1" = 20' 0 50 100 LO N G P O N D R O A D ( R O U T E 1 3 7 ) (C O U N T Y W A Y - 6 0 ' W I D E ) CA P E L A N E (PR I V A T E W A Y - 4 0 ' W I D E ) MILLSTON E R O A D (TOWN WA Y - 5 0 ' W I D E ) MILLSTO N E R D C O N S T B L LIM I T O F W O R K ME E T E X I S T SA W C U T PROP MILL & OVERLAY LIMIT O F W O R K STA 33 0 + 1 8 . 1 7 N 2734 2 1 3 . 0 9 7 8 E 1050 7 7 5 . 1 1 5 3 PROP HMA D R I V E PR O P H M A B E R M TY P E A M O D . ( T Y P ) R&R MB( 2 ) R&D BOULDE R RET BOULDER RET BOULDER PROP LO A M & S E E D ( T Y P ) PROP 5' H M A W A L K ( T Y P ) APPROX L I M I T O F G R A D I N G ( T Y P ) PROP HM A D R I V E PROP GR A V E L D R I V E RET R&R MB PROP FU L L D E P T H PVMT - T Y P E 2 PROP HM A D R I V E PR O P C E M C O N C P C R PROP TR E E P R O T E C T I O N ( T Y P ) PROP CL E A R I N G A N D G R U B B I N G STA 327+ 6 3 T O S T A 3 2 8 + 8 6 PROP CL E A R I N G A N D G R U B B I N G STA 325+ 8 2 T O S T A 3 2 7 + 0 5 R&R BOU N D 25.00' PROP CO B B L E S T O N E D R I V E PROP LOAM & SEED PRO P G R A N CUR B PRO P F U L L D E P T H PVM T - T Y P E 2 PROP SA W C U T ( T Y P ) PROP TEMP E A S E M E N T ( T Y P ) PROP TE M P E A S E M E N T ( T Y P ) 35 LEGEND PCR NO. DRIVEWAY NO. # # CO N T I N U E D O N SH E E T N O . 18 14 1 7 0 . 0 0 _ H D ( G E N ) . D W G 26 - O c t - 2 0 2 3 1: 4 8 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION PLANS SHEET 19 OF 123 FOR PROFILE SEE SHEET 31 NAVD 88 BASE ELEV 40.00 MILLSTONE ROAD 50 60 70 40 50 60 70 44 . 6 7 45 . 2 8 201+00 45 . 6 5 45 . 2 6 202+00 44 . 7 5 45 . 2 7 203+00 46 . 9 8 49 . 2 3 204+00201+00 202+00 203+00 204+00 4.74% -1.25%1.22% 0.15% G R A D E B R E A K S T A = 2 0 0 + 2 5 . 0 0 EL E V = 4 4 . 3 6 PVI STA = 202+90.00 PVI ELEV = 44.13 A.D. = 5.99% K = 20.87 125' VC PV C : 2 0 2 + 2 7 . 5 0 EL E V : 4 4 . 9 2 PV T : 2 0 3 + 5 2 . 5 0 EL E V : 4 7 . 0 9 135.3' HSD LOW POINT ELEV = 44.75 LOW POINT STA = 202+53.64 PVI STA = 201+50.00 PVI ELEV = 45.89 A.D. = -2.47% K = 30.35 75' VC PV C : 2 0 1 + 1 2 . 5 0 EL E V : 4 5 . 4 3 PV T : 2 0 1 + 8 7 . 5 0 EL E V : 4 5 . 4 2 474.2' SSD HIGH POINT ELEV = 45.65 HIGH POINT STA = 201+49.48 PVI STA = 204+35.00 PVI ELEV = 51.00 A.D. = -6.42% K = 17.13 110' VC PV C : 2 0 3 + 8 0 EL E V : 4 8 . 4 0 223.1' SSD HIGH POINT ELEV = 50.32 HIGH POINT STA = 204+61.14BEGIN PROJECT STA. 200+17.68 N 2745704.037 E 1053236.773 PURITAN DRIVE PR O P E L E V A T I O N PROP PAVEMENT MILL & OVERLAY NAVD 88 BASE ELEV 40.00 MILLSTONE ROAD 50 60 70 40 50 60 70 50 . 2 8 49 . 9 2 205+00 49 . 5 3 49 . 7 9 206+00 50 . 6 9 52 . 0 3 207+00 53 . 3 0 54 . 4 3 208+00 55 . 4 9 56 . 5 6 209+00 57 . 6 2 58 . 6 9 210+00205+00 206+00 207+00 208+00 209+00 210+00 -1.68% 2.71% 2.13% PVI STA = 205+75.00 PVI ELEV = 48.64 A.D. = 4.40% K = 38.66 170' VC PV R C : 2 0 4 + 9 0 EL E V : 5 0 . 0 7 PV T : 2 0 6 + 6 0 EL E V : 5 0 . 9 5 216.4' HSD LOW POINT ELEV = 49.53 LOW POINT STA = 205+55.11 PVI STA = 204+35.00 PVI ELEV = 51.00 A.D. = -6.42% K = 17.13 110' VC 223.1' SSD HIGH POINT ELEV = 50.32 HIGH POINT STA = 204+61.14 PVI STA = 207+45.00 PVI ELEV = 53.25 A.D. = -0.58% K = 171.48 100' VC PV C : 2 0 6 + 9 5 EL E V : 5 1 . 9 0 PV T : 2 0 7 + 9 5 EL E V : 5 4 . 3 2 1900.5' SSD PR O P E L E V A T I O N PROP PAVEMENT MILL & OVERLAY CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( P R O F ) . D W G 25 - O c t - 2 0 2 3 11 : 5 7 A M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 21 TOWN OF BREWSTER MILLSTONE ROAD PROFILES SHEET 20 OF 123 CO N T I N U E D AB O V E CO N T I N U E D AB O V E FOR CONSTRUCTION PLANS SEE SHEET 08 FOR CONSTRUCTION PLANS SEE SHEET 08 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 CAPE COD RAIL TRAIL NOTE: PROPOSED PROFILE IN MILL & OVERLAY SECTIONS SHOWN FOR INFORMATION ONLY NAVD 88 BASE ELEV 55.00 MILLSTONE ROAD 60 70 80 55 60 70 80 59 . 7 5 60 . 8 2 211+00 61 . 9 5 63 . 5 2 212+00 65 . 6 1 68 . 2 0 213+00 71 . 1 0 74 . 0 0 214+00 76 . 8 7 79 . 1 5 215+00 80 . 6 1 81 . 2 6 216+00211+00 212+00 213+00 214+00 215+00 216+00 5.80% PVI STA = 212+15.00 PVI ELEV = 63.27 A.D. = 3.67% K = 49.32 181' VC PV C : 2 1 1 + 2 4 . 5 1 EL E V : 6 1 . 3 4 PV T : 2 1 3 + 0 5 . 4 9 EL E V : 6 8 . 5 2 276.5' HSD PVI STA = 215+15.00 PVI ELEV = 80.67 A.D. = -5.10% K = 30.39 155' VC PV C : 2 1 4 + 3 7 . 5 0 EL E V : 7 6 . 1 7 PV T : 2 1 5 + 9 2 . 5 0 EL E V : 8 1 . 2 1 289.1' SSD HENRY'S ROAD PR O P E L E V A T I O N PROP PAVEMENT MILL & OVERLAY NAVD 88 BASE ELEV 70.00 MILLSTONE ROAD 80 90 100 70 80 90 100 81 . 6 1 82 . 1 6 217+00 83 . 2 1 84 . 6 4 218+00 86 . 0 7 87 . 0 6 219+00 87 . 4 9 87 . 6 9 220+00 87 . 8 9 88 . 0 9 221+00 88 . 3 0 217+00 218+00 219+00 220+00 221+00 0.70% 2.90% 0.40% PVI STA = 217+10.00 PVI ELEV = 82.03 A.D. = 2.20% K = 50.00 110' VC PV C : 2 1 6 + 5 5 EL E V : 8 1 . 6 5 PV T : 2 1 7 + 6 5 EL E V : 8 3 . 6 3 706.3' HSD PVI STA = 222+20.00 PVI ELEV = 88.57 A.D. = 3.00% K = 53.33 160' VC PV C : 2 2 1 + 4 0 EL E V : 8 8 . 2 5 350.7' HSD PVI STA = 218+90.00 PVI ELEV = 87.25 A.D. = -2.50% K = 44.00 110' VC PV C : 2 1 8 + 3 5 EL E V : 8 5 . 6 6 PV T : 2 1 9 + 4 5 EL E V : 8 7 . 4 7 486.7' SSD KING PHILIP RD PR O P E L E V A T I O N PROP PAVEMENT MILL & OVERLAY CO N T I N U E D O N SH E E T N O . 20 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( P R O F ) . D W G 25 - O c t - 2 0 2 3 11 : 5 7 A M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 22 TOWN OF BREWSTER MILLSTONE ROAD PROFILES SHEET 21 OF 123 CO N T I N U E D AB O V E CO N T I N U E D AB O V E FOR CONSTRUCTION PLANS SEE SHEET 09 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 FOR CONSTRUCTION PLANS SEE SHEET 09 NOTE: PROPOSED PROFILE IN MILL & OVERLAY SECTIONS SHOWN FOR INFORMATION ONLY NAVD 88 BASE ELEV 80.00 MILLSTONE ROAD 90 100 110 80 90 100 110 89 . 8 3 91 . 2 9 223+00 92 . 7 4 93 . 6 7 224+00 94 . 1 0 94 . 3 7 225+00 94 . 6 5 95 . 2 5 226+00 96 . 3 6 97 . 9 8 227+00 99 . 9 9 223+00 224+00 225+00 226+00 227+00 3.40% 0.54% 4.10% PVI STA = 222+20.00 PVI ELEV = 88.57 A.D. = 3.00% K = 53.33 160' VC EL E V : 9 1 . 2 9 350.7' HSD PVI STA = 226+30.00 PVI ELEV = 95.07 A.D. = 3.56% K = 49.15 175' VC PV C : 2 2 5 + 4 2 . 5 0 EL E V : 9 4 . 6 0 PV T : 2 2 7 + 1 7 . 5 0 EL E V : 9 8 . 6 6 281.8' HSD PVI STA = 223+70.00 PVI ELEV = 93.67 A.D. = -2.86% K = 48.94 140' VC PV R C : 2 2 3 + 0 0 EL E V : 9 1 . 2 9 PV T : 2 2 4 + 4 0 EL E V : 9 4 . 0 5 447.2' SSD PVI STA = 228+10.00 PVI ELEV = 102.45 A.D. = -3.70% K = 29.73 110' VC PV C : 2 2 7 + 5 5 EL E V : 1 0 0 . 2 0 346.7' SSD BLUEBERRY POND DRIVE PR O P E L E V A T I O N PROP PAVEMENT MILL & OVERLAY NAVD 88 BASE ELEV 100.00 MILLSTONE ROAD 110 120 130 100 110 120 130 10 1 . 7 0 228+00 10 2 . 5 8 10 2 . 8 1 229+00 10 3 . 1 8 10 4 . 0 5 230+00 10 5 . 4 4 10 7 . 3 5 231+00 10 9 . 7 8 11 2 . 6 3 232+00 11 5 . 5 2 11 8 . 1 0 233+00 11 9 . 4 5 228+00 229+00 230+00 231+00 232+00 233+00 0.40% 5.78% PVI STA = 230+40.00 PVI ELEV = 103.37 A.D. = 5.38% K = 48.29 260' VC PV C : 2 2 9 + 1 0 EL E V : 1 0 2 . 8 5 PV T : 2 3 1 + 7 0 EL E V : 1 1 0 . 8 9 246.8' HSDPVI STA = 228+10.00 PVI ELEV = 102.45 A.D. = -3.70% K = 29.73 110' VC PV T : 2 2 8 + 6 5 EL E V : 1 0 2 . 6 7 346.7' SSD PVI STA = 233+35.00 PVI ELEV = 120.44 A.D. = -7.17% K = 19.53 140' VC PV C : 2 3 2 + 6 5 EL E V : 1 1 6 . 3 9 220.5' SSD HIGH POINT ELEV = 119.65 HIGH POINT STA = 233+77.95 ANAWAN ROAD PR O P E L E V A T I O N PROP PAVEMENT MILL & OVERLAY CO N T I N U E D O N SH E E T N O . 21 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( P R O F ) . D W G 25 - O c t - 2 0 2 3 11 : 5 8 A M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 23 TOWN OF BREWSTER MILLSTONE ROAD PROFILES SHEET 22 OF 123 CO N T I N U E D AB O V E CO N T I N U E D AB O V E FOR CONSTRUCTION PLANS SEE SHEET 10 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 FOR CONSTRUCTION PLANS SEE SHEET 10 NOTE: PROPOSED PROFILE IN MILL & OVERLAY SECTIONS SHOWN FOR INFORMATION ONLY NAVD 88 BASE ELEV 110.00 MILLSTONE ROAD 120 130 140 110 120 130 140 11 9 . 5 3 234+00 11 9 . 1 9 11 9 . 6 8 235+00 12 0 . 2 9 11 9 . 9 4 236+00 11 8 . 8 7 11 7 . 8 6 237+00 11 7 . 1 4 11 6 . 6 3 238+00 11 6 . 1 3 11 5 . 6 3 239+00 11 4 . 9 2 234+00 235+00 236+00 237+00 238+00 239+00 -1.00% -2.23%-1.39% 2.01% PVI STA = 237+10.00 PVI ELEV = 117.53 A.D. = 1.23% K = 85.66 105' VC PV C : 2 3 6 + 5 7 . 5 0 EL E V : 1 1 8 . 7 1 PV T : 2 3 7 + 6 2 . 5 0 EL E V : 1 1 7 . 0 1 PVI STA = 234+55.00 PVI ELEV = 118.77 A.D. = 3.39% K = 29.49 100' VC PV C : 2 3 4 + 0 5 EL E V : 1 1 9 . 4 7 EL E V : 1 1 9 . 7 8 224.6' HSD LOW POINT ELEV = 119.18 LOW POINT STA = 234+45.86 PVI STA = 233+35.00 PVI ELEV = 120.44 A.D. = -7.17% K = 19.53 140' VC PV T : 2 3 4 + 0 5 EL E V : 1 1 9 . 4 7 220.5' SSD HIGH POINT ELEV = 119.65 HIGH POINT STA = 233+77.95 PVI STA = 239+60.00 PVI ELEV = 115.02 A.D. = -2.25% K = 48.98 110' VC PV C : 2 3 9 + 0 5 EL E V : 1 1 5 . 5 8 535.6' SSD PVI STA = 235+60.00 PVI ELEV = 120.88 A.D. = -4.24% K = 25.97 110' VC PV R C : 2 3 5 + 0 5 EL E V : 1 1 9 . 7 8 PV T : 2 3 6 + 1 5 EL E V : 1 1 9 . 6 5 309.8' SSD HIGH POINT ELEV = 120.30 HIGH POINT STA = 235+57.08 PINEWOOD DRIVE HOBNOB ROAD SANDPIPER LANE PR O P E L E V A T I O N PROP PAVEMENT MILL & OVERLAY NAVD 88 BASE ELEV 100.00 MILLSTONE ROAD 110 120 130 100 110 120 130 11 3 . 7 0 240+00 11 2 . 1 0 11 0 . 4 7 241+00 10 8 . 9 9 10 7 . 8 1 242+00 10 6 . 8 3 10 5 . 9 2 243+00 10 5 . 3 2 10 5 . 0 7 244+00 10 5 . 1 5 10 5 . 4 7 245+00240+00 241+00 242+00 243+00 244+00 245+00 0.65% -3.25% -1.95% PVI STA = 243+65.00 PVI ELEV = 104.59 A.D. = 2.60% K = 73.19 190' VC PV C : 2 4 2 + 7 0 EL E V : 1 0 6 . 4 4 PV T : 2 4 4 + 6 0 EL E V : 1 0 5 . 2 1 525.2' HSD LOW POINT ELEV = 105.05 LOW POINT STA = 244+12.64 PVI STA = 241+55.00 PVI ELEV = 108.69 A.D. = 1.30% K = 80.70 105' VC PV C : 2 4 1 + 0 2 . 5 0 EL E V : 1 1 0 . 3 9 PV T : 2 4 2 + 0 7 . 5 0 EL E V : 1 0 7 . 6 6 PVI STA = 239+60.00 PVI ELEV = 115.02 A.D. = -2.25% K = 48.98 110' VC PV T : 2 4 0 + 1 5 EL E V : 1 1 3 . 2 4 535.6' SSD PINEWOOD DRIVE RED FAWN ROAD PILGRIM'S ROAD PR O P E L E V A T I O N PROP PAVEMENT MILL & OVERLAY CO N T I N U E D O N SH E E T N O . 22 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( P R O F ) . D W G 25 - O c t - 2 0 2 3 11 : 5 8 A M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 24 TOWN OF BREWSTER MILLSTONE ROAD PROFILES SHEET 23 OF 123 CO N T I N U E D AB O V E CO N T I N U E D AB O V E FOR CONSTRUCTION PLANS SEE SHEET 11 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 FOR CONSTRUCTION PLANS SEE SHEET 11 NOTE: PROPOSED PROFILE IN MILL & OVERLAY SECTIONS SHOWN FOR INFORMATION ONLY NAVD 88 BASE ELEV 90.00 MILLSTONE ROAD 100 110 120 90 100 110 120 10 5 . 7 9 10 6 . 1 1 246+00 10 6 . 3 9 10 6 . 6 0 247+00 10 6 . 7 9 10 6 . 9 8 248+00 10 7 . 0 3 10 6 . 8 6 249+00 10 6 . 5 4 10 6 . 2 3 250+00 10 5 . 9 5 10 5 . 7 3 251+00246+00 247+00 248+00 249+00 250+00 251+00 0.38%-0.63% PVI STA = 250+40.00 PVI ELEV = 105.97 A.D. = 0.23% K = 471.94 110' VC PV C : 2 4 9 + 8 5 EL E V : 1 0 6 . 3 2 PV T : 2 5 0 + 9 5 EL E V : 1 0 5 . 7 5 PVI STA = 246+40.00 PVI ELEV = 106.37 A.D. = -0.27% K = 414.72 110' VC PV C : 2 4 5 + 8 5 EL E V : 1 0 6 . 0 2 PV T : 2 4 6 + 9 5 EL E V : 1 0 6 . 5 8 4123.6' SSD PVI STA = 248+50.00 PVI ELEV = 107.17 A.D. = -1.01% K = 108.39 110' VC PV C : 2 4 7 + 9 5 EL E V : 1 0 6 . 9 6 PV T : 2 4 9 + 0 5 EL E V : 1 0 6 . 8 3 1118.3' SSD HIGH POINT ELEV = 107.04 HIGH POINT STA = 248+36.38 LUND FARM WAY PR O P E L E V A T I O N PROP FULL DEPTH PAVEMENT - TYPE 1 PROP PAVEMENT MILL & OVERLAYPROP PAVEMENT MILL & OVERLAY NAVD 88 BASE ELEV 90.00 MILLSTONE ROAD 100 110 120 90 100 110 120 10 5 . 5 3 10 5 . 3 3 252+00 10 5 . 1 1 10 4 . 7 2 253+00 10 4 . 1 5 10 3 . 4 2 254+00 10 2 . 6 6 10 1 . 9 0 255+00 10 2 . 0 6 10 3 . 4 8 256+00 10 4 . 9 3 10 6 . 2 2 257+00252+00 253+00 254+00 255+00 256+00 257+00 -0.40% -1.52% 2.90% PVI STA = 255+30.00 PVI ELEV = 101.45 A.D. = 4.42% K = 13.59 60' VC PV C : 2 5 5 + 0 0 EL E V : 1 0 1 . 9 0 PV T : 2 5 5 + 6 0 EL E V : 1 0 2 . 3 2 124.5' HSD LOW POINT ELEV = 101.74 LOW POINT STA = 255+20.59PVI STA = 253+00.00 PVI ELEV = 104.93 A.D. = -1.12% K = 134.50 150' VC PV C : 2 5 2 + 2 5 EL E V : 1 0 5 . 2 3 PV T : 2 5 3 + 7 5 EL E V : 1 0 3 . 7 9 1042.6' SSD PVI STA = 257+25.00 PVI ELEV = 107.10 A.D. = -5.11% K = 19.58 100' VC PV C : 2 5 6 + 7 5 EL E V : 1 0 5 . 6 5 261.3' SSD HIGH POINT ELEV = 106.47 HIGH POINT STA = 257+31.78 JOE LONG ROAD PR O P E L E V A T I O N PROP PAVEMENT MILL & OVERLAY CO N T I N U E D O N SH E E T N O . 23 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( P R O F ) . D W G 25 - O c t - 2 0 2 3 11 : 5 8 A M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 25 TOWN OF BREWSTER MILLSTONE ROAD PROFILES SHEET 24 OF 123 CO N T I N U E D AB O V E CO N T I N U E D AB O V E FOR CONSTRUCTION PLANS SEE SHEET 12 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 FOR CONSTRUCTION PLANS SEE SHEET 12 NOTE: PROPOSED PROFILE IN MILL & OVERLAY SECTIONS SHOWN FOR INFORMATION ONLY NAVD 88 BASE ELEV 90.00 MILLSTONE ROAD 100 110 120 90 100 110 120 10 6 . 3 9 10 5 . 4 5 258+00 10 4 . 3 4 10 3 . 2 4 259+00 10 2 . 1 3 10 1 . 0 3 260+00 10 0 . 1 7 10 0 . 0 5 261+00 10 0 . 6 8 10 2 . 0 8 262+00 10 4 . 2 1 258+00 259+00 260+00 261+00 262+00 -2.21% PVI STA = 261+25.00 PVI ELEV = 98.27 A.D. = 6.96% K = 33.06 230' VC PV C : 2 6 0 + 1 0 EL E V : 1 0 0 . 8 1 PV T : 2 6 2 + 4 0 EL E V : 1 0 3 . 7 3 186.4' HSD LOW POINT ELEV = 100.00 LOW POINT STA = 260+82.97PVI STA = 257+25.00 PVI ELEV = 107.10 A.D. = -5.11% K = 19.58 100' VC PV T : 2 5 7 + 7 5 EL E V : 1 0 6 . 0 0 261.3' SSD HIGH POINT ELEV = 106.47 HIGH POINT STA = 257+31.78 FERN LANE PR O P E L E V A T I O N PROP MILL & OVERLAY NAVD 88 BASE ELEV 100.00 MILLSTONE ROAD 110 120 130 100 110 120 130 10 8 . 9 6 11 1 . 3 3 264+00 11 3 . 6 7 11 5 . 3 4 265+00 11 6 . 1 3 11 6 . 0 9 266+00 11 6 . 0 6 11 6 . 3 1 267+00 11 6 . 8 4 11 7 . 4 4 268+00 11 8 . 0 4 264+00 265+00 266+00 267+00 268+00 4.75% -0.53% 1.20% PVI STA = 266+60.00 PVI ELEV = 115.76 A.D. = 1.73% K = 86.70 150' VC PV C : 2 6 5 + 8 5 EL E V : 1 1 6 . 1 6 PV T : 2 6 7 + 3 5 EL E V : 1 1 6 . 6 6 ???' HSD LOW POINT ELEV = 116.04 LOW POINT STA = 266+30.98 PVI STA = 265+10.00 PVI ELEV = 116.56 A.D. = -5.28% K = 28.41 150' VC PV C : 2 6 4 + 3 5 EL E V : 1 1 3 . 0 0 PV T : 2 6 5 + 8 5 EL E V : 1 1 6 . 1 6 279.4' SSD HIGH POINT ELEV = 116.20 HIGH POINT STA = 265+69.93 AGASSIZ STREET CLIFF POND ROAD PR O P E L E V A T I O N PROP FULL DEPTH PAVEMENT - TYPE 1PROP MILL & OVERLAY CO N T I N U E D O N SH E E T N O . 24 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( P R O F ) . D W G 25 - O c t - 2 0 2 3 11 : 5 8 A M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 27 TOWN OF BREWSTER MILLSTONE ROAD PROFILES SHEET 25 OF 123 CO N T I N U E D AB O V E CO N T I N U E D AB O V E FOR CONSTRUCTION PLANS SEE SHEET 13 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 FOR CONSTRUCTION PLANS SEE SHEET 13 NOTE: PROPOSED PROFILE IN MILL & OVERLAY SECTIONS SHOWN FOR INFORMATION ONLY NAVD 88 BASE ELEV 110.00 MILLSTONE ROAD 120 130 140 110 120 130 140 11 8 . 6 4 269+00 11 9 . 2 4 11 9 . 8 4 270+00 12 0 . 4 4 12 0 . 9 2 271+00 12 1 . 2 0 12 1 . 2 8 272+00 12 1 . 1 6 12 0 . 9 1 273+00 12 0 . 5 9 12 0 . 1 8 274+00 11 9 . 6 9 269+00 270+00 271+00 272+00 273+00 274+00 1.20% -0.40% PVI STA = 271+45.00 PVI ELEV = 121.58 A.D. = -1.60% K = 125.01 200' VC PV C : 2 7 0 + 4 5 EL E V : 1 2 0 . 3 8 PV T : 2 7 2 + 4 5 EL E V : 1 2 1 . 1 8 774.5' SSD HIGH POINT ELEV = 121.28 HIGH POINT STA = 271+94.99 OLD MEADOW ROAD PR O P E L E V A T I O N PROP FULL DEPTH PAVEMENT - TYPE 1 PROP PAVEMENT MILL & OVERLAY NAVD 88 BASE ELEV 110.00 MILLSTONE ROAD 120 130 140 110 120 130 140 11 9 . 1 5 275+00 11 8 . 6 2 11 8 . 0 8 276+00 11 7 . 5 5 11 7 . 0 1 277+00 11 6 . 5 3 11 6 . 4 1 278+00 11 6 . 7 0 11 7 . 2 9 279+00 11 7 . 5 2 11 7 . 3 8 280+00 11 7 . 5 1 275+00 276+00 277+00 278+00 279+00 280+00 -1.07% 1.41% -0.50% PVI STA = 278+00.00 PVI ELEV = 115.94 A.D. = 2.48% K = 60.39 150' VC PV C : 2 7 7 + 2 5 EL E V : 1 1 6 . 7 4 PV T : 2 7 8 + 7 5 EL E V : 1 1 7 . 0 0 523.1' HSD LOW POINT ELEV = 116.40 LOW POINT STA = 277+89.72 PVI STA = 280+50.00 PVI ELEV = 117.08 A.D. = 2.29% K = 65.43 150' VC PV C : 2 7 9 + 7 5 EL E V : 1 1 7 . 4 5 679.9' HSD LOW POINT ELEV = 117.37 LOW POINT STA = 280+07.71 PVI STA = 279+25.00 PVI ELEV = 117.70 A.D. = -1.91% K = 52.30 100' VC PV C : 2 7 8 + 7 5 EL E V : 1 1 7 . 0 0 PV T : 2 7 9 + 7 5 EL E V : 1 1 7 . 4 5 614.4' SSD HIGH POINT ELEV = 117.52 HIGH POINT STA = 279+48.85 MOSS LANE PROP PAVEMENT MILL & OVERLAY PR O P E L E V A T I O N CO N T I N U E D O N SH E E T N O . 25 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( P R O F ) . D W G 25 - O c t - 2 0 2 3 11 : 5 8 A M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 27 TOWN OF BREWSTER MILLSTONE ROAD PROFILES SHEET 26 OF 123 CO N T I N U E D AB O V E CO N T I N U E D AB O V E FOR CONSTRUCTION PLANS SEE SHEET 14 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 FOR CONSTRUCTION PLANS SEE SHEET 14 NOTE: PROPOSED PROFILE IN MILL & OVERLAY SECTIONS SHOWN FOR INFORMATION ONLY NAVD 88 BASE ELEV 110.00 MILLSTONE ROAD 120 130 140 110 120 130 140 11 8 . 0 2 281+00 11 8 . 8 1 11 9 . 2 5 282+00 11 9 . 2 3 11 9 . 0 2 283+00 11 8 . 7 9 11 8 . 4 3 284+00 11 7 . 9 4 11 7 . 3 4 285+00 11 6 . 9 5 11 6 . 8 4 286+00281+00 282+00 283+00 284+00 285+00 286+00 -0.42% -1.29% 1.79% PVI STA = 285+55.00 PVI ELEV = 116.61 A.D. = 1.69% K = 88.88 150' VC PV R C : 2 8 4 + 8 0 EL E V : 1 1 7 . 5 7 PV T : 2 8 6 + 3 0 EL E V : 1 1 6 . 9 1 LOW POINT ELEV = 116.84 LOW POINT STA = 285+94.45 PVI STA = 280+50.00 PVI ELEV = 117.08 A.D. = 2.29% K = 65.43 150' VC PV T : 2 8 1 + 2 5 EL E V : 1 1 8 . 4 2 679.9' HSD LOW POINT ELEV = 117.37 LOW POINT STA = 280+07.71 PVI STA = 281+85.00 PVI ELEV = 119.50 A.D. = -2.21% K = 54.32 120' VC PV R C : 2 8 1 + 2 5 EL E V : 1 1 8 . 4 2 PV T : 2 8 2 + 4 5 EL E V : 1 1 9 . 2 5 548.5' SSD HIGH POINT ELEV = 119.30 HIGH POINT STA = 282+22.37 PVI STA = 284+00.00 PVI ELEV = 118.60 A.D. = -0.87% K = 183.70 160' VC PV C : 2 8 3 + 2 0 EL E V : 1 1 8 . 9 4 EL E V : 1 1 7 . 5 7 1319.0' SSD CAPTAIN'S VILLAGE LANE PROP PAVEMENT MILL & OVERLAY PR O P E L E V A T I O N NAVD 88 BASE ELEV 110.00 MILLSTONE ROAD 120 130 140 110 120 130 140 11 7 . 1 9 287+00 11 7 . 2 9 11 6 . 9 5 288+00 11 6 . 1 4 11 5 . 0 0 289+00 11 4 . 1 8 11 3 . 7 8 290+00 11 3 . 7 9 11 3 . 9 6 291+00 11 3 . 8 8 11 3 . 4 8 292+00287+00 288+00 289+00 290+00 291+00 292+00 0.40% 0.40%-1.24% PVI STA = 289+60.00 PVI ELEV = 113.43 A.D. = 2.91% K = 60.17 175' VC PV R C : 2 8 8 + 7 2 . 5 0 EL E V : 1 1 5 . 6 2 PV T : 2 9 0 + 4 7 . 5 0 EL E V : 1 1 3 . 7 8 390.8' HSD LOW POINT ELEV = 113.73 LOW POINT STA = 290+23.43 PVI STA = 292+80.00 PVI ELEV = 112.50 A.D. = 1.74% K = 80.48 140' VC PV R C : 2 9 2 + 1 0 EL E V : 1 1 3 . 3 6 LOW POINT ELEV = 112.74 LOW POINT STA = 293+09.76 PVI STA = 287+95.00 PVI ELEV = 117.57 A.D. = -2.91% K = 53.29 155' VC PV C : 2 8 7 + 1 7 . 5 0 EL E V : 1 1 7 . 2 6 EL E V : 1 1 5 . 6 2 448.5' SSD HIGH POINT ELEV = 117.30 HIGH POINT STA = 287+38.82 PVI STA = 291+45.00 PVI ELEV = 114.17 A.D. = -1.64% K = 79.29 130' VC PV C : 2 9 0 + 8 0 EL E V : 1 1 3 . 9 1 EL E V : 1 1 3 . 3 6 723.2' SSD HIGH POINT ELEV = 113.97 HIGH POINT STA = 291+11.72 BEACH PLUM LANE PROP PAVEMENT MILL & OVERLAY PR O P E L E V A T I O N CO N T I N U E D O N SH E E T N O . 26 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( P R O F ) . D W G 25 - O c t - 2 0 2 3 11 : 5 8 A M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 28 TOWN OF BREWSTER MILLSTONE ROAD PROFILES SHEET 27 OF 123 CO N T I N U E D AB O V E CO N T I N U E D AB O V E FOR CONSTRUCTION PLANS SEE SHEET 15 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 FOR CONSTRUCTION PLANS SEE SHEET 15 NOTE: PROPOSED PROFILE IN MILL & OVERLAY SECTIONS SHOWN FOR INFORMATION ONLY NAVD 88 BASE ELEV 100.00 MILLSTONE ROAD 110 120 130 100 110 120 130 11 2 . 9 7 11 2 . 7 5 293+00 11 2 . 8 5 11 3 . 1 0 294+00 11 3 . 3 5 11 3 . 4 5 295+00 11 3 . 2 1 11 2 . 6 7 296+00 11 2 . 2 2 11 1 . 9 3 297+00 11 1 . 7 0 11 1 . 4 7 298+00293+00 294+00 295+00 296+00 297+00 298+00 0.50%-1.20% PVI STA = 292+80.00 PVI ELEV = 112.50 A.D. = 1.74% K = 80.48 140' VC PV T : 2 9 3 + 5 0 EL E V : 1 1 2 . 8 5 LOW POINT ELEV = 112.74 LOW POINT STA = 293+09.76 PVI STA = 296+35.00 PVI ELEV = 112.23 A.D. = 0.74% K = 161.96 120' VC PV R C : 2 9 5 + 7 5 EL E V : 1 1 2 . 9 5 PV T : 2 9 6 + 9 5 EL E V : 1 1 1 . 9 5 PVI STA = 295+15.00 PVI ELEV = 113.67 A.D. = -1.70% K = 70.59 120' VC PV C : 2 9 4 + 5 5 EL E V : 1 1 3 . 3 7 EL E V : 1 1 2 . 9 5 694.8' SSD HIGH POINT ELEV = 113.46 HIGH POINT STA = 294+90.29 CRICKET LANE BARON'S WAY PR O P E L E V A T I O N PROP PAVEMENT MILL & OVERLAY NAVD 88 BASE ELEV 100.00 MILLSTONE ROAD 110 120 130 100 110 120 130 11 1 . 2 4 11 1 . 0 1 299+00 11 0 . 7 8 11 0 . 5 5 300+00 11 0 . 3 3 11 0 . 1 0 301+00 11 0 . 0 5 11 0 . 4 7 302+00 11 1 . 3 4 11 2 . 5 4 303+00 11 3 . 2 7 299+00 300+00 301+00 302+00 303+00 2.67% -0.46% PVI STA = 301+90.00 PVI ELEV = 109.68 A.D. = 3.13% K = 54.39 170' VC PV C : 3 0 1 + 0 5 EL E V : 1 1 0 . 0 7 PV T : 3 0 2 + 7 5 EL E V : 1 1 1 . 9 5 337.4' HSD LOW POINT ELEV = 110.02 LOW POINT STA = 301+29.97 PVI STA = 303+40.00 PVI ELEV = 113.68 A.D. = -3.15% K = 41.27 130' VC PV C : 3 0 2 + 7 5 EL E V : 1 1 1 . 9 5 407.6' SSD HIGH POINT ELEV = 113.42 HIGH POINT STA = 303+85.05 PRELL CIRCLE PR O P E L E V A T I O N PROP PAVEMENT MILL & OVERLAY CO N T I N U E D O N SH E E T N O . 27 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( P R O F ) . D W G 25 - O c t - 2 0 2 3 11 : 5 9 A M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 29 TOWN OF BREWSTER MILLSTONE ROAD PROFILES SHEET 28 OF 123 CO N T I N U E D AB O V E CO N T I N U E D AB O V E FOR CONSTRUCTION PLANS SEE SHEET 16 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 FOR CONSTRUCTION PLANS SEE SHEET 16 NOTE: PROPOSED PROFILE IN MILL & OVERLAY SECTIONS SHOWN FOR INFORMATION ONLY NAVD 88 BASE ELEV 100.00 MILLSTONE ROAD 110 120 130 100 110 120 130 11 3 . 2 7 11 3 . 4 2 305+00 11 3 . 8 5 11 4 . 2 2 306+00 11 4 . 3 0 11 4 . 1 4 307+00 11 3 . 9 7 11 3 . 7 1 308+00 11 3 . 3 2 11 2 . 8 6 309+00 11 2 . 3 9 305+00 306+00 307+00 308+00 309+00 1.10% -0.33% -0.93% PVI STA = 304+75.00 PVI ELEV = 113.03 A.D. = 1.58% K = 88.42 140' VC EL E V : 1 1 3 . 8 0 LOW POINT ELEV = 113.26 LOW POINT STA = 304+47.74 PVI STA = 306+05.00 PVI ELEV = 114.46 A.D. = -1.43% K = 83.82 120' VC PV R C : 3 0 5 + 4 5 EL E V : 1 1 3 . 8 0 PV T : 3 0 6 + 6 5 EL E V : 1 1 4 . 2 6 813.8' SSD HIGH POINT ELEV = 114.31 HIGH POINT STA = 306+37.21 PVI STA = 307+95.00 PVI ELEV = 113.83 A.D. = -0.60% K = 201.44 120' VC PV C : 3 0 7 + 3 5 EL E V : 1 1 4 . 0 3 PV T : 3 0 8 + 5 5 EL E V : 1 1 3 . 2 7 1871.6' SSD CAROL ANN DRIVE PR O P E L E V A T I O N PROP PAVEMENT MILL & OVERLAY NAVD 88 BASE ELEV 100.00 MILLSTONE ROAD 110 120 130 100 110 120 130 11 1 . 4 7 11 1 . 0 3 311+00 11 0 . 8 7 11 1 . 0 5 312+00 11 1 . 2 9 11 1 . 2 9 313+00 11 1 . 1 1 11 1 . 0 1 314+00 11 1 . 2 7 11 1 . 8 8 315+00 11 2 . 2 7 311+00 312+00 313+00 314+00 315+00 0.70%-0.40% 1.45% PVI STA = 311+40.00 PVI ELEV = 110.63 A.D. = 1.63% K = 73.74 120' VC PV C : 3 1 0 + 8 0 EL E V : 1 1 1 . 1 9 EL E V : 1 1 1 . 0 5 LOW POINT ELEV = 110.87 LOW POINT STA = 311+48.38 PVI STA = 314+25.00 PVI ELEV = 110.81 A.D. = 1.85% K = 64.86 120' VC PV C : 3 1 3 + 6 5 EL E V : 1 1 1 . 0 5 EL E V : 1 1 1 . 6 8 2976.3' HSD LOW POINT ELEV = 111.00 LOW POINT STA = 313+90.95 PVI STA = 315+60.00 PVI ELEV = 112.77 A.D. = -2.50% K = 59.95 150' VC PV R C : 3 1 4 + 8 5 EL E V : 1 1 1 . 6 8 506.3' SSD HIGH POINT ELEV = 112.31 HIGH POINT STA = 315+71.92 PVI STA = 312+60.00 PVI ELEV = 111.47 A.D. = -1.10% K = 109.09 120' VC PV R C : 3 1 2 + 0 0 EL E V : 1 1 1 . 0 5 PV T : 3 1 3 + 2 0 EL E V : 1 1 1 . 2 3 1041.0' SSD HIGH POINT ELEV = 111.32 HIGH POINT STA = 312+76.36 RUSSELL'S PATH PR O P E L E V A T I O N PROP PAVEMENT MILL & OVERLAY CO N T I N U E D O N SH E E T N O . 28 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( P R O F ) . D W G 25 - O c t - 2 0 2 3 11 : 5 9 A M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 30 TOWN OF BREWSTER MILLSTONE ROAD PROFILES SHEET 29 OF 123 CO N T I N U E D AB O V E CO N T I N U E D AB O V E FOR CONSTRUCTION PLANS SEE SHEET 17 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 FOR CONSTRUCTION PLANS SEE SHEET 17 NOTE: PROPOSED PROFILE IN MILL & OVERLAY SECTIONS SHOWN FOR INFORMATION ONLY NAVD 88 BASE ELEV 100.00 MILLSTONE ROAD 110 120 130 100 110 120 130 11 2 . 2 5 316+00 11 1 . 8 2 11 1 . 3 0 317+00 11 0 . 7 7 11 0 . 2 4 318+00 10 9 . 7 4 10 9 . 5 3 319+00 10 9 . 6 5 11 0 . 0 9 320+00 11 0 . 5 5 11 0 . 6 4 321+00 11 0 . 2 7 316+00 317+00 318+00 319+00 320+00 321+00 -1.05% 1.00%-1.20% PVI STA = 319+05.00 PVI ELEV = 109.14 A.D. = 2.05% K = 73.09 150' VC PV C : 3 1 8 + 3 0 EL E V : 1 0 9 . 9 3 PV T : 3 1 9 + 8 0 EL E V : 1 0 9 . 8 9 1154.1' HSD LOW POINT ELEV = 109.52 LOW POINT STA = 319+06.91 PVI STA = 322+45.00 PVI ELEV = 109.13 A.D. = 2.80% K = 67.86 190' VC PV R C : 3 2 1 + 5 0 EL E V : 1 1 0 . 2 7 441.9' HSD LOW POINT ELEV = 109.78 LOW POINT STA = 322+31.43 PVI STA = 315+60.00 PVI ELEV = 112.77 A.D. = -2.50% K = 59.95 150' VC PV T : 3 1 6 + 3 5 EL E V : 1 1 1 . 9 8 506.3' SSD HIGH POINT ELEV = 112.31 HIGH POINT STA = 315+71.92 PVI STA = 320+90.00 PVI ELEV = 110.99 A.D. = -2.20% K = 54.55 120' VC PV C : 3 2 0 + 3 0 EL E V : 1 1 0 . 3 9 550.5' SSD HIGH POINT ELEV = 110.66 HIGH POINT STA = 320+84.55 PR O P E L E V A T I O N PROP PAVEMENT MILL & OVERLAY NAVD 88 BASE ELEV 100.00 MILLSTONE ROAD 110 120 130 100 110 120 130 10 9 . 8 5 322+00 10 9 . 8 1 11 0 . 1 3 323+00 11 0 . 8 0 11 1 . 4 5 324+00 11 1 . 8 8 11 2 . 1 0 325+00 11 2 . 1 7 11 2 . 0 7 326+00 11 1 . 8 2 11 1 . 5 5 327+00322+00 323+00 324+00 325+00 326+00 327+00 1.60% 0.29%-0.55% PVI STA = 322+45.00 PVI ELEV = 109.13 A.D. = 2.80% K = 67.86 190' VC EL E V : 1 1 0 . 6 5 441.9' HSD LOW POINT ELEV = 109.78 LOW POINT STA = 322+31.43 PVI STA = 324+15.00 PVI ELEV = 111.85 A.D. = -1.31% K = 114.71 150' VC PV R C : 3 2 3 + 4 0 EL E V : 1 1 0 . 6 5 PV T : 3 2 4 + 9 0 EL E V : 1 1 2 . 0 7 900.3' SSD PVI STA = 325+65.00 PVI ELEV = 112.29 A.D. = -0.84% K = 148.90 125' VC PV C : 3 2 5 + 0 2 . 5 0 EL E V : 1 1 2 . 1 0 EL E V : 1 1 1 . 9 4 1348.0' SSD HIGH POINT ELEV = 112.17 HIGH POINT STA = 325+46.04 OLD FREEMAN'S WAY PR O P E L E V A T I O N PROP PAVEMENT MILL & OVERLAY CO N T I N U E D O N SH E E T N O . 29 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( P R O F ) . D W G 25 - O c t - 2 0 2 3 11 : 5 9 A M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 31 TOWN OF BREWSTER MILLSTONE ROAD PROFILES SHEET 30 OF 123 CO N T I N U E D AB O V E CO N T I N U E D AB O V E FOR CONSTRUCTION PLANS SEE SHEET 18 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 FOR CONSTRUCTION PLANS SEE SHEET 18 NOTE: PROPOSED PROFILE IN MILL & OVERLAY SECTIONS SHOWN FOR INFORMATION ONLY NAVD 88 BASE ELEV 100.00 MILLSTONE ROAD 110 120 130 100 110 120 130 11 0 . 9 8 328+00 11 0 . 4 7 10 9 . 7 2 329+00 10 8 . 9 2 10 8 . 1 2 330+00328+00 329+00 330+00 -1.60% PVI STA = 328+30.00 PVI ELEV = 110.84 A.D. = -1.05% K = 94.91 100' VC PV R C : 3 2 7 + 8 0 EL E V : 1 1 1 . 1 1 PV T : 3 2 8 + 8 0 EL E V : 1 1 0 . 0 4 1074.2' SSD END PROJECT STA. 330+07.09 N 2734213.098 E 1050775.115 LONG POND ROAD PR O P E L E V A T I O N PROP PAVEMENT MILL & OVERLAY CO N T I N U E D O N SH E E T N O . 30 14 1 7 0 . 0 0 _ H D ( P R O F ) . D W G 25 - O c t - 2 0 2 3 11 : 5 9 A M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD PROFILES SHEET 31 OF 123 FOR CONSTRUCTION PLANS SEE SHEET 19 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 20 40 4 4 8 0 0 20 NOTE: PROPOSED PROFILE IN MILL & OVERLAY SECTIONS SHOWN FOR INFORMATION ONLY 200 201 202 203 204 205 N NAD 83 20 SCALE: 1" = 20' 0 50 100 PU R I T A N D R I V E (T O W N W A Y - 4 0 ' W I D E ) RO U T E 6 A (S T A T E H I G H W A Y - V A R I A B L E W I D T H ) MILLST O N E R O A D (TOWN W A Y - 4 0 ' W I D E ) PC +31.61 49.95' LT MEET EXIST +32, 52.0'± LT MEET EXIST +56, 54.5'± LT +92.7 23.4' LT PT +60.67 12.50' LT PT +52.20 12.50' RT PT +06.77 12.50' LT PC +03.89 49.59' RT PC +38.00 14.40' RT PC +31.68 12.50' LT PC +94.81 19.64' LT PT +05.29 15.08' RT +31 +51 +38 +38 MEET EXIST +81, 7.0'± LT MEET EXIST +50, 6.9'± LT MEET EXIST +62, 17.0'± RT MEET EXIST +72, 63.2'± LT PC +62.21 18.00' RT PT +05.24 20.08' RT S26°10'0 3 " E 164.63' Δ=35°06'0 4 " R =4 0 0 .0 0 'L=245.05 ' T=126.51 ' R=378.10' L=231.64' R=383.10' L=64.82'R=50.00' L= 6 5 . 4 8 ' R=30.00' L=54.66' R=15.00' L=14.94' R=30.00' L=58.51' LIMIT OF WORK STA 200+17.68 N 2745704.0369 E 1053236.7732 X 49.6 X X 49.7 205 206 207 208 209 210PC +25.16 N NAD 83 20 SCALE: 1" = 20' 0 50 100 MILLSTONE ROAD (TOWN WAY - 40' WIDE) CA P E C O D R A I L T R A I L (D E P A R T M E N T O F C O N S E R V A T I O N & R E C R E A T I O N - 8 2 . 5 ' W I D E ) MEET EXIST +80, 44.4'± RT MEET EXIST +19, 44.6'± LT MEET EXIST +10, 38.5'± LT MEET EXIST +72, 50.4'± RT PT +03.44 14.61' RT PT +04.14 19.56' RT PT +18.67 18.00' RT PT +95.98 14.47' RT PT +17.34 16.50' RT PT +21.00 21.50' RT PC +96.44 15.10' RT PC +96.44 20.10' RT PC +81.78 13.50' RT PC +07.53 20.58' RT PC +04.48 15.63' RT +38 +65 +62 +95 +11+99 +46 +58 +43 +65 +41+89+68 +00 +16 +24 +49 +44.4 15.5' LT +58.1 15.6' LT PC +11.66 18.49' RT +00.9 16.5' LT +04.9 16.5' LT +47.8 17.0' LT +51.8 17.0' LT +47.0 18.3' LT S8°56'01"W 515.48' Δ=11°59'30" R =7 6 5 .0 0 ' L=160.11' T=80.35' +11 +14 +04.2 16.5' RT R=50.00' L=7.03' R=55.00' L=7.73' R=50.00' L=7.03' X 49.6 X 49.0 X 49.5 X 50.6 X 50.6 X 49.7 X 49.0 X 49.7 X 54.3 X 55.2 X 56.3 X 57.6 X 57.4 X 56.4 X 55.3 X 54.2 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( A L G N ) . D W G 26 - O c t - 2 0 2 3 1: 5 3 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 09 TOWN OF BREWSTER MILLSTONE ROAD ALIGNMENT & GRADING PLANS SHEET 32 OF 123 CO N T I N U E D AB O V E 210 211 212 213 214 215 216 PC +52.58 PT +85.27 N NAD 83 20 SCALE: 1" = 20' 0 50 100 HE N R Y ' S R O A D (P R I V A T E W A Y - 4 0 ' W I D E ) (TOWN WAY - 40' WIDE) MILLSTONE ROAD PT +24.46 37.06' LT PT +56.38 12.50' LT PC +99.28 12.50' LT PC +46.34 22.68' LT MEET EXIST +25, 39.8'± LT +43 +61 +78 +98 +45 +60 +15 +30 +45 +60 +85 +02 +00 +16 +57 +72 +67 +83 +27 +47 +91 +14 +47.0 18.3' LT +51.1 18.3' LT +47.9 17.6' LT +51.9 17.6' LT +47.6 17.0' LT +51.6 17.0' LT MEET EXIST +46, 40.5'± LT +41.9 17.2' LT S3°03'29"E 267.32' Δ=11°59'30" R =7 6 5 .0 0 'L=160.11' T=80.35' Δ=4°53'49" R =5 0 0 0 .0 0 ' L=427.33' T=213.80' R=25.00' L=38.90' R=10.00' L=15.89' 216 217 218 219 220 221 222PRC +79.92 PRC +37.55 N NAD 83 20 SCALE: 1" = 20' 0 50 100 KI N G P H I L I P R O A D (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' WIDE) PT +86.85 26.29' LT PT +22.81 12.50' LT PC +71.71 12.50' LT PC +07.76 29.08' LT MEET EXIST +87, 30.9'± LT +85 +02 +40 +53 +30 +49 +63 +76 +00 +15 +63 +72 +92 +09 +31 +43 +58 +73 +96 +15 +91 +14 +91 +04 +17 +31 +82 +98 +26 +43 +77 +91 +12 +41.9 17.2' LT +45.9 17.1' LT +64.9 16.5' LT +68.8 16.4' LT +33.7 16.5' LT +37.7 16.5' LT Δ=4°53'49" R =5 0 0 0 .0 0 ' L=427.33' T=213.80' Δ=2°16'36" R =9 0 0 0 .0 0 ' L=357.63' T=178.84' R=15.00' L=22.47'R=15.00' L=25.22' CO N T I N U E D O N SH E E T N O . 08 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( A L G N ) . D W G 26 - O c t - 2 0 2 3 1: 5 3 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 10 TOWN OF BREWSTER MILLSTONE ROAD ALIGNMENT & GRADING PLANS SHEET 33 OF 123 CO N T I N U E D AB O V E FOR PROFILE SEE SHEET 21 222 223 224 225 226 227 228 PC +85.43 PT +79.15 PT +98. 8 2 N NAD 83 20 SCALE: 1" = 20' 0 50 100 BL U E B E R R Y (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROA D (TOWN WAY - 40' W I D E ) PO N D D R I V E PT +37.79 56.99' RT PT +95.16 12.50' RT PCC +95.61 12.50' RT PC +69.31 34.86' RT MEET EXIST +67, 56.5'± RT +95 +13 +17 +33 +89 +08 +82 +01 +10 +27 +80 +05 +92 +14 +16 +34 +52 +70 +12 +29 +21 +32 +52 +67 +06 +38 +98.7 18.8' LT +02.8 18.8' LT +13.3 19.0' LT +17.2 19.0' LT +19.1 19.1' LT +22.9 19.9' LT S14°54'24"E 106.28' Δ=9°13'44" R =15 0 0 .0 0 ' L=241.61' T=121.07' Δ=18°54 ' 0 3 " R =9 5 0 .0 0 'L=313.39 ' T=158.13 ' R=40.00' L=46.55' R=25.00' L=8.82' 228 229 230 231 232 233 PC +33.84 PT +98.82 N NAD 83 20 SCALE: 1" = 20' 0 50 100 (P R I V A T E W A Y - 4 0 ' W I D E ) AN A W A N R O A D (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' WIDE) MEET EXIST +47, 35.1'± LT PT +73.25 24.96' LT PT +97.49 12.50' LT PT +86.17 29.60' RT PC +27.53 12.50' LT MEET EXIST +68, 36.5'± LT PC +82.49 16.58' LT PC +65.55 12.50' RT MEET EXIST +88, 42.3'± RT +52 +70 +02 +16 +27 +43 +49 +67 +90 +12 +00 +04.0 18.0' LT +08.0 18.0' LT +52.4 18.7' LT +56.4 18.7' LT +77.1 25.4' LT +78.9 24.4' LT PI N E W O O D DR I V E +22 +33.8 16.5' RT S3°59'38"W 435.02'Δ=18°54'03" R =9 5 0 .0 0 ' L=313.39' T=158.13' Δ=12°34'05 " R =7 7 0 .0 0 'L=168.90' T=84.79' R=20.00' L=33.98' R=30.00' L=15.83' R=20.00' L=28.77' X 112.3 X 115.3 X 117.8 X 119.3 X 119.3 X 118.0 X 115.4 X 112.3 CO N T I N U E D O N SH E E T N O . 09 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( A L G N ) . D W G 26 - O c t - 2 0 2 3 1: 5 3 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 11 TOWN OF BREWSTER MILLSTONE ROAD ALIGNMENT & GRADING PLANS SHEET 34 OF 123 CO N T I N U E D AB O V E 234 235 236 237 238 239 PC +54.85 PT +02.74 PCC +98.86 PCC +61 . 2 2 N NAD 83 20 SCALE: 1" = 20' 0 50 100 (P R I V A T E W A Y - 4 0 ' W I D E ) SA N D P I P E R (P R I V A T E W A Y - 4 0 ' W I D E ) HO B N O B R O A D (T O W N W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) LA N E PT +86.17 29.60' RT PT +28.31 12.50' RT PT +78.43 32.24' LT PT +28.98 12.50' LT PT +21.51 30.36' RT PT +67.14 12.50' RT PC +65.55 12.50' RT PC +08.56 35.63' RT PC +57.33 12.50' LT PC +02.44 39.98' LT PC +01.93 12.50' RT PC +42.79 34.28' RT MEET EXIST +09, 40.8'± RT MEET EXIST +88, 42.3'± RT MEET EXIST +79, 46.6'± LT MEET EXIST +03, 45.5'± LT MEET EXIST +42, 43.8'± RTMEET EXIST +22, 42.2'± RT +00 +21 +25 +62 +56 +71 +81 +13 +85 PI N E W O O D DR I V E +45 +75 +18 +48 +69 +87 +62 +80 +98.1 21.5' LT S16°33'43" W 152.11' Δ=12°34'05" R =7 7 0 .0 0 'L=168.90' T=84.79' Δ=13°18'28" R =6 2 0 .0 0 ' L=144.00' T=72.33' Δ=7°30'58" R =2 0 0 0 .0 0 ' L=262.37' T=131.37' R=20.00' L=31.49'R=25.00' L=42.29' R=20.00' L=29.17' R=25.00' L=35.89' R=20.00' L=28.77' R=20.00' L=34.56' X 119.3 X 119.3 240 241 242 243 244 245 PC +70.77 PT +48.24 PCC +61.22 N NAD 83 20 SCALE: 1" = 20' 0 50 100DR I V E (P R I V A T E W A Y - 4 0 ' W I D E ) PI L G R I M ' S W A Y (P R I V A T E W A Y - 4 0 ' W I D E ) RE D F A W N R O A D (T O W N W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) PI N E W O O D +85 +09 +85 +10 +62 +80 +96 +20 +40 +70 +64 +95 +89 +08 +26 +54 +78 +25 PC +47.77 12.50' RT PC +30.81 12.50' LT PC +74.33 33.33' LT PC +78.81 19.92' LT PC +09.62 12.50' RT PC +44.32 25.74' RT PT +58.83 12.50' RT PT +24.16 28.67' RT PT +95.03 12.50' LT PT +74.42 31.28' LT PT +50.80 31.98' LT PT +61.75 31.78' RT PC +88.14 18.09' RT PCC +94.40 13.81' RT +98.1 21.5' LT +02.2 21.5' LT +98.0 20.5' LT +02.0 20.5' LT +89.2 22.3' LT +14.3 22.3' LT MEET EXIST +60, 36.9'± RT MEET EXIST +79, 42.9'± RT MEET EXIST +51, 34.1'± LT MEET EXIST +74, 34.0'± LT MEET EXIST +23, 37.1'± RT MEET EXIST +43, 39.0'± RT <PT +01.85 17.54' RT S14°28'00"E 322.53' Δ=10°12'17" R =10 5 0 .0 0 'L=187.01' T=93.75' Δ=33°02'50" R=978.00' L=564.09' T=290.13' R=15.00' L=27.80' R=15.00' L=7.75' R=20.00' L=30.90' R=20.50' L=18.18' R=15.00' L=24.62' R=15.00' L=21.68' R=20.00' L=2.05' CO N T I N U E D O N SH E E T N O . 10 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( A L G N ) . D W G 26 - O c t - 2 0 2 3 1: 5 4 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 12 TOWN OF BREWSTER MILLSTONE ROAD ALIGNMENT & GRADING PLANS SHEET 35 OF 123 CO N T I N U E D AB O V E 246 247 248 249 250 251 PT +34.8 6 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 FA R M W A Y (P R I V A T E W A Y - 5 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) LU N D X 105.9 X 106.9 X 107.1 X 106.1 X 106.3 X 107.3 X 107.5 X 106.5 X 107.5 X 106.5 X 107.4 X 106.3 X 107.1 X 106.0 X 106.6 X 105.7 4. 2 % 4. 2 % M E E T EX I S T M E E T EX I S T PC +95.35 12.50' RT PC +67.16 70.57' RT PC +69.15 16.50' RT <PT +79.26 17.53' RT PT +22 . 0 7 12.50' R T PT +42.44 55.38' RT MEET EXIST +45, 81.6'± RT MEET EXIST +68, 79.2'± RT +79 +01 +72 +02 +16 +49 S47°30'5 0 " E 224.12' Δ=33°02'50" R =9 7 8 .0 0 ' L=564.09' T=290.13' Δ=33°02'50" R=978.00' L=564.09' T=290.13' R=50.00' L=70.15' R=55.00' L=89.46' R=50.00' L=10.19' 251 252 253 254 255 256 257 PC +58 . 9 8 PCC +75.59 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 JOE L O N G R O A D (PR I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) PC +69.15 16.50' RT PC +85.31 18.78' RT PC +11.46 17.55' RT PC +55.86 16.50' RT PC +85.82 16.86' RT PC +28.49 25.66' RT PC +67.03 25.12' RT PC +55.50 42.00' RT PCC +99.23 48.79' RT <PT +18.29 42.29' RT <PT +16.76 30.86' RT <PT +40.52 26.73' RT<PT +00.47 18.75' RT <PT +05.62 18.77' RT <PT +79.26 17.53' RT PT +22 . 0 7 12.50' R T PT +08.66 18.84' LT PT +60.44 12.50' LT PC +91.26 12.50' LT +93.1 18.3' RT +97.1 18.3' RT +43.2 18.5' RT +47.3 18.5' RT +75.7 20.0' RT +88.7 20.0' RT MEET EXIST +26, 33.7'± LT MEET EXIST +57, 45.4'± LT PC +50.53 38.16' LT +86 +99 +66 +93 +33 +50 +66 +00 +56 +72 +13 +28 PT +21.66 16.50' RT <PT +62.30 16.59' RT +46 MEET EXIST +48, 56.4'± LT S47°30 ' 5 0 " E Δ=16°13'24" R=765.00' L=216.61' T=109.03' Δ=32 ° 0 9 ' 0 5 " R =510.0 0'L=28 6 . 1 8 ' T=14 6 . 9 7 ' R=50.00' L=10.19'R=50.00' L=20.45' R=50.00' L=10.27' R=203.00' L=6.37' R=50.00' L=14.48' R=45.00' L=11.69' R=105.00' L=48.68' R=297.50' L=41.00' R=22.50' L=18.48' R=30.00' L=19.36' R=15.00' L=35.28' CO N T I N U E D O N SH E E T N O . 11 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( A L G N ) . D W G 26 - O c t - 2 0 2 3 1: 5 4 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 13 TOWN OF BREWSTER MILLSTONE ROAD ALIGNMENT & GRADING PLANS SHEET 36 OF 123 CO N T I N U E D AB O V E 257 258 259 260 261 262 263PC +51.93 PT +61.77 N NAD 83 20 SCALE: 1" = 20' 0 50 100 FE R N L A N E (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) +13 +28 +84 +92 +06 +60 +79 +16 +35 +69 +05 +25 +40 +95 +09 +10 +25 +57 +87 +17 +75+58 +64+45 PC +34.01 12.50' LT PC +87.02 32.48' LT PT +18.64 12.50' LT MEET EXIST +58, 45.1'± LT +95.8 18.4' RT +03.5 18.3' RT +14.5 17.0' RT +98.9 17.3' RT +02.9 17.3' RT +77.9 16.7' RT +95.9 16.7' RT +97.5 16.3' RT +01.5 16.3' RT MEET EXIST +82, 43.1'± LT MEET EXIST +76, 54.9'± LT S0°51'39"W 490.16' Δ=20°42'41" R =10 0 0 .0 0 ' L=361.48' T=182.74' R=25.00' L=46.96' R=35.00' L=39.46' 263 264 265 266 267 268 269 PC +32.8 5 PT +13.4 2 PCC + 3 5 . 4 9 N NAD 83 20 SCALE: 1" = 20' 0 50 100 AG A S S I Z S T R E E T (P R I V A T E W A Y - 4 0 ' W I D E ) PO N D R O A D (T O W N W A Y - V A R I A B L E W I D T H ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) CL I F F +87 +17 +75 +95 +11 +48 +66 +14 +34 +42 +62 +81 +50 +72 +01 +26 +43 +94 PT +14.37 28.17' RT PT +26.15 32.41' LT PT +65.87 12.50' RT PC +91.34 12.50' RT PC +13.82 12.50' LT PC +04.34 36.24' LT PC +45.51 32.65' RT MEET EXIST +87, 66.7'± LTMEET EXIST +26, 32.4'± LT S19°51'0 2 " E 119.44' Δ=20°42'41" R =10 0 0 .0 0 'L=361.48' T=182.74' Δ=29°24'08" R =2 0 0 .0 0 ' L=102.63' T=52.47' Δ=11 ° 2 1 ' 1 9 " R =18 2 0.0 0 'L=36 0 . 7 0 ' T=18 0 . 9 4 ' R=20.00' L=28.21' R=15.00' L=28.10' R=20.00' L=31.67' MEET EXIST +20, 44.0'± RT MEET EXIST +45, 42.4'± RT CO N T I N U E D O N SH E E T N O . 12 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( A L G N ) . D W G 26 - O c t - 2 0 2 3 1: 5 4 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 14 TOWN OF BREWSTER MILLSTONE ROAD ALIGNMENT & GRADING PLANS SHEET 37 OF 123 CO N T I N U E D AB O V E FOR PROFILE SEE SHEET 25 269 270 271 272 273 274 275 PT +84.8 1 PCC +96.18 N NAD 8 3 20 SCALE: 1" = 20' 0 50 100 OL D M E A D O W (PR I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) RO A D +68 +64 +91 +16 +43 +77 +07 +63 +82 +10 +24 +58 +82 +09 +30 +72 +86 +08 +25 +60 +81 +15 +43 +67 +89 +79.5 16.5' LT PT +45.77 12.50' LT MEET EXIST +89, 31.8'± LT PT +23.07 12.50' LTPC +04.34 36.24' LT PC +69.58 12.50' LT MEET EXIST +04, 30.1'± LT PC +45.51 32.65' RT Δ=12°00'31" R =9 0 0 .0 0 'L=188.63' T=94.66' Δ=11°21'1 9 " R =18 2 0 .0 0 ' L=360.70 ' T=180.94 ' S32°54'5 5 " W 331.56' R=50.00' L=50.32' 275 276 277 278 279 280 PC +16.37 PRC +80.53 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 M O S S L A N E (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE)+77 +07 +42 +71 +67 +89 +24 +53 +91 +17 +91.2 16.5' LT PT +95.08 31.13' LT PT +52.58 12.50' LTPC +75.13 12.50' LT PC +22.95 43.39' LT +03 +18 +34 +87 +49 +70 +34 +65 +05 +23 +99.2 16.5' LT +08.2 19.5' RT +12.1 19.5' RT MEET EXIST +96, 45.2'± LT MEET EXIST +23, 43.4'± LT S32°54'55"W 331.56' Δ=4°19'28" R =3 5 0 0 .0 0 ' L=264.16' T=132.14' Δ=6°20'59" R =3 2 5 0 .0 0 ' L=360.18' T=180.27' R=20.00' L=30.04' R=30.00' L=47.89' CO N T I N U E D O N SH E E T N O . 13 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( A L G N ) . D W G 26 - O c t - 2 0 2 3 1: 5 4 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 15 TOWN OF BREWSTER MILLSTONE ROAD ALIGNMENT & GRADING PLANS SHEET 38 OF 123 CO N T I N U E D AB O V E 281 282 283 284 285 286 PRC +40.71 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 CA P T A I N ' S (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) VI L L A G E L A N E +33 +60 +03 +32 +57 +50 +22 +23 +95 +11+81+41+12 PT +67.34 37.40' RT PT +14.56 12.50' RT PC +42.62 12.50' RT PC +89.85 37.40' RT Δ=6°20'59" R =3 2 5 0 .0 0 ' L=360.18' T=180.27' Δ=9°41'37" R =2 7 0 0 .0 0 ' L=456.81' T=228.95' MEET EXIST +67, 43.5'± RT MEET EXIST +90, 45.1'± RT R=25.00' L=39.08' R=25.00' L=39.08' N 287 288 289 290 291 292 PC +15.85PT +44.32PRC +97.51 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 BE A C H (PR I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) PLU M L A N E +80 +08 +62 +83 +57+31 +82+58+57 +90 PC +86.15 12.65' LT PC +62.01 18.00' LT S39°20'41"W 271.53' Δ=9°41'37" R =2 7 0 0 .0 0 ' L=456.81' T=228.95' Δ=1°14'20" R =6 7 9 0 .0 0 ' L=146.81' T=73.41' MEET EXIST +35, 58.8'± LT R=30.00' L=29.17' R=23.00' L=16.04' PC +26.53 49.88' LT R=30.00' L=12.71' PT +10.90 25.81' LT CO N T I N U E D O N SH E E T N O . 14 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( A L G N ) . D W G 26 - O c t - 2 0 2 3 1: 5 5 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 16 TOWN OF BREWSTER MILLSTONE ROAD ALIGNMENT & GRADING PLANS SHEET 39 OF 123 CO N T I N U E D AB O V E N 293 294 295 296 297 298 PC +1 5 . 8 5 PRC +69.65 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 CR I C K E T L A N E (P R I V A T E W A Y - 4 0 ' W I D E ) BA R O N ' S W A Y (PR I V A T E W A Y - 4 0 ' W I D E ) BE A C H (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) PL U M L A N E +30 +50 +20 +36 +38 +68 +04+92+73+58 +28.4 19.3' RT +32.4 19.3' RT PT +73.94 12.50' LT MEET EXIST +34, 33.6'± RT PT +77.84 12.50' RT PT +46.43 23.74' LT PT +41.23 12.50' LT PC +62.01 18.00' LT PC +13.24 12.50' RT MEET EXIST +57, 32.6'± RT PC +22.64 12.50' LT PC +22.09 18.00' LT Δ=24°16'38" R =8 3 5 .0 0 ' L=353.80' T=179.60' Δ=10°32'17" R =210 0 .0 0 ' L=386.24' T=193.66' MEET EXIST +51, 28.9'± LT MEET EXIST +18, 22.0'± LT MEET EXIST +57, 40.6'± LT R=30.00' L=29.17' R=23.00' L=16.04' R=20.00' L=32.73' R=20.00' L=31.75' R=30.00' L=27.03' R=35.00' L=20.05' X 111.2 X 110.9 X 110.8 X111.1X111.3X 111.5X 111.8 PC +26.53 49.88' LT R=30.00' L=12.71' PT +10.90 25.81' LT 299 300 301 302 303 304 PT +24.93 PCC +55.8 9 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 PR E L L C I R C L E (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTON E R O A D (TOWN WA Y - 4 0 ' W I D E ) +57 +87 +32 +45 +76 +95 +32 +46 +16 +30 +19 +00 +86 +51+39 +90+79 +36 +51 +90 +73 +18.3 17.8' RT +22.2 17.9' RT PT +77.37 31.86' RT PT +19.46 12.50' RTPC +57.38 12.50' RT PC +99.46 32.23' RT Δ=10°3 2 ' 1 7 " R =210 0.0 0 'L=386.2 4 ' T=193.6 6 ' Δ=18°08'07" R =8 5 0 .0 0 ' L=269.04' T=135.66' MEET EXIST +78, 45.8'± RT MEET EXIST +99, 45.1'± RT R=20.00' L=30.77' R=20.00' L=31.14' 110.9 X 110.8 X 110.7 X 110.5 X 110.3 X 110.1 X 109.8 X 110.5X110.5 X 110.7 X 110.8 X 110.9 X 111.1 CO N T I N U E D O N SH E E T N O . 15 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( A L G N ) . D W G 26 - O c t - 2 0 2 3 1: 5 5 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 17 TOWN OF BREWSTER MILLSTONE ROAD ALIGNMENT & GRADING PLANS SHEET 40 OF 123 CO N T I N U E D AB O V E 304 305 306 307 308 309 310 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 CA R O L A N N (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD MILLSTONE ROAD (TOWN WAY - 40' WIDE) DR I V E +19 +51 +20 +51 +95 +54 +80 +14 +51 +66 +21+05+48+31 +06+64+67+47+13+98+73 +58 +00 +59.2 18.8' RT +63.2 18.8' RT PT +64.73 30.23' RT PT +05.99 12.50' RT PC +44.85 12.50' RT PC +86.00 33.28' RT S34°56'56"W 805.77' S34°56'56"W 805.77' MEET EXIST +87, 46.1'± RTMEET EXIST +67, 48.3'± RT +65.2 34.5' RT R=20.00' L=29.15'R=20.00' L=32.19' X 113.8 X 114.0 X 113.9 X113.6 X 113.4 X 113.0 X 112.6 X 112.2 X 112.0 X 112.1 X111.3X 112.7 X 113.4 X 113.8 X 114.1X 114.5 X 114.7 X 114.6 310 311 312 313 314 315 316 PC +30.70 PRC +72.44 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 CA R O L A N N (P R I V A T E W A Y - 4 0 ' W I D E ) RU S S E L L ' S (T O W N W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' WIDE) PA T H DR I V E +75 +94 +18 +34 +65 +82 +97+69+01 +83 +55+28 +98 +75+85+64 PT +05.99 12.50' RT PT +34.90 33.89' LT PT +96.04 12.50' LT PC +86.00 33.28' RT PC +15.36 12.50' LT PC +57.93 39.10' LT Δ=12°28'18" R =15 7 0 .0 0 ' L=341.75' T=171.55' Δ=11°01'57" R =14 0 0 .0 0 ' L=269.57' T=135.20' S34°56'56"W 805.77' MEET EXIST +87, 46.1'± RT R=20.00' L=32.19' R=20.00' L=32.69' R=40.00' L=49.56' X 112.0 X 111.7 X 111.4 X 111.4 X 110.2 X 110.5 X 110.8 X111.3 CO N T I N U E D O N SH E E T N O . 16 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( A L G N ) . D W G 26 - O c t - 2 0 2 3 1: 5 5 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 18 TOWN OF BREWSTER MILLSTONE ROAD ALIGNMENT & GRADING PLANS SHEET 41 OF 123 CO N T I N U E D AB O V E 316 317 318 319 320 321 322 PC +87.75 PT +42.02 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 MILLSTONE ROAD (TOWN WAY - 50' WIDE) +65 +82 +02 +24 +55 +82 +24 +62 +79+51 +44+13 +57+31+97 +69 S36°23'18"W 245.74' X 110.3 X 109.6 X109.2 X 110.1 X 110.5 X 110.8 322 323 324 325 326 327 PRC +65.26 N NAD 83 20 SCALE: 1" = 20' 0 50 100 O L D (P R I V A T E W A Y - U N D E F I N E D ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) MILLSTONE ROAD (TOWN WAY - 50' WIDE) FR E E M A N ' S W A Y +18.8 17.8' RT +22.7 17.8' RT +74.2 19.8' RT +78.2 19.7' RT +98.4 16.5' LT +62 +10 +23 +86 +56 +87 +01 +34 +81 +65+14+90+57+28 +31+11 +53+28+26+17 +18 +46 Δ=26°28'16" R =12 5 0 .0 0 ' L=577.51' T=294.00' Δ=2°24'54" R =8 0 0 0 .0 0 ' L=337.18' T=168.62' X 109.6 X 109.2 X 109.1 X 109.7 X 110.0 X 110.1 110.5 X 110.1 CO N T I N U E D O N SH E E T N O . 17 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( A L G N ) . D W G 26 - O c t - 2 0 2 3 1: 5 6 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 19 TOWN OF BREWSTER MILLSTONE ROAD ALIGNMENT & GRADING PLANS SHEET 42 OF 123 CO N T I N U E D AB O V E FOR PROFILE SEE SHEET 31 FOR PROFILE SEE SHEET 31 330+5 0 . 0 0 326 327 328 329 330 PT +8 8 . 8 5 PCC +02. 4 4 PCC +11.80 N NAD 8 3 20 SCALE: 1" = 20' 0 50 100 LO N G P O N D R O A D ( R O U T E 1 3 7 ) (C O U N T Y W A Y - 6 0 ' W I D E ) CA P E L A N E (PR I V A T E W A Y - 4 0 ' W I D E ) MILLSTO N E R O A D (TOWN W A Y - 5 0 ' W I D E ) +74.2 19.8' RT +78.2 19.7' RT +85.1 51.6' RT +85.6 54.8' RT +87 +01 +34 +67 +12 +26 +63 +81 +65 +14 +90 +57 +28 PT +89.99 47.47' RT PT +95.85 65.17' RT PRC +03.47 31.39' LT PC +12.32 12.50' LT PC +70.41 6.55' LT PC +78.39 8.83' LT PT +71.12 0.65' LT PCC +06.66 9.87' LT PT +05.57 1.00' LT PC +44.41 12.50' RT PCC +91.21 35.36' RT PC +93.88 60.12' RT PT +41.23 67.43' LT PT +44.87 103.24' LT PC +45.88 79.82' LT S40°1 1 ' 3 2 " W 61.15 ' Δ=2°24'5 4 " R =8 0 0 0 .0 0 ' L=337.18 ' T=168.62 ' Δ=5°13'17" R =12 0 0 .0 0 ' L=109.36' T=54.72' Δ=22°38'19" R =19 5 .0 0 'L=77.05' T=39.03' R=40.50' L=50.40' R=10.00' L=13.08' R=1198.98' L=8.60'R=50.00' L=29.18' R=4.50' L=13.03' R=30.00' L=18.04' R=5.00' L=5.74' R=60.00' L=54.01' R=1212.50' L=100.20' LIMIT O F W O R K STA 33 0 + 1 8 . 1 7 N 2734 2 1 3 . 0 9 7 8 E 1050 7 7 5 . 1 1 5 3 CO N T I N U E D O N SH E E T N O . 18 14 1 7 0 . 0 0 _ H D ( A L G N ) . D W G 26 - O c t - 2 0 2 3 1: 5 6 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD ALIGNMENT & GRADING PLANS SHEET 43 OF 123 FOR PROFILE SEE SHEET 31 200 201 202 203 204 205 PC +64.6 3 PT + 0 9 . 6 8 20 SCALE: 1" = 20' 0 50 100 PU R I T A N D R I V E (T O W N W A Y - 4 0 ' W I D E ) RO U T E 6 A (S T A T E H I G H W A Y - V A R I A B L E W I D T H ) MILLSTO N E R O A D (TOWN W A Y - 4 0 ' W I D E ) 8' CW SL SWL DBYL SWL SWL DBY L SWL 11' 11' 1.5' 1.5' 11' 11' 1.5' 1.5' PT+52 1.5' N NAD 83 CONSTRUCTION NOTES 1.ALL PAVEMENT MARKINGS SHALL BE REFLECTORIZED EPOXY. 2.WHERE EXISTING PAVEMENT MARKINGS ARE DIFFERENT THAN PROPOSED MARKINGS SHOWN, REMOVE BY AN APPROVED METHOD. 3.ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE R&S UNLESS OTHERWISE NOTED. R1-1 TWO MA-D3-1 (POS) TWO MA-D3-2 (POS) R2-1(25) M2-1 MA-M1-5(6A) M6-4 TWO MA-D3-3 (POS) +93 +55 +37 R2-1(35) W11-2 W16-9p PROP 15' TS POST & FOUNDATION W/SIDE-OF-POST CONTROLLER CABINET W/TWO RRFB (1-SIDED) W/SOLAR POWER W/RADIO ANTENNA W/APS PED PUSH BUTTON W/TWO W11-2 W/W16-7p(L) W/W16-7p(R) W/SP-1 W/R10-25L STA 310+65, 24' RT PROP 15' TS POST & FOUNDATION W/SIDE-OF-POST CONTROLLER CABINET W/TWO RRFB (1-SIDED) W/SOLAR POWER W/RADIO ANTENNA W/APS PED PUSH BUTTON W/TWO W11-2 W/W16-7p(L) W/W16-7p(R) W/SP-1 W/R10-25L STA 310+64, 13.5' LT W11-2 W16-9p 205 206 207 208 209 210PT +09.68 PC +25.16 N NAD 83 20 SCALE: 1" = 20' 0 50 100 MILLSTONE ROAD (TOWN WAY - 40' WIDE) CA P E C O D R A I L T R A I L (D E P A R T M E N T O F C O N S E R V A T I O N & R E C R E A T I O N - 8 2 . 5 ' W I D E ) SWL DBYL SWL SWL DBYL SWL 11' 11' 1.5' 1.5' 11' 11' 1.5' 1.5' RET R&R B11-1 R&R B11-1 R2-1(25) R2-1(35) RET SL SL SY L - 5 0 ' SY L SY L SY L - 5 0 ' SY L SY L 20 ' C W R&R TS POST TO PROP FOUNDATION W/RRFB (1-SIDED) W/SOLAR POWER W/RADIO ANTENNA W/PASSIVE DETECTION UNIT W/W11-2 W/16-7p(L) W/ "STATE LAW" SIGN (POS) R&R R1-1(BIKE) R&R R5-3 R&R R1-1(BIKE) R&R R5-3 R&R TS POST TO PROP FOUNDATION W/RRFB (1-SIDED) W/SOLAR POWER W/RADIO ANTENNA W/PASSIVE DETECTION UNIT W/W11-2 W/16-7p(L) W/ "STATE LAW" SIGN (PBS) SEE CONTINENTAL-STYLE CROSSWALK - 12" WIDE LINES DETAIL ON SHEET 77 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( T S I G ) . D W G 26 - O c t - 2 0 2 3 1: 5 8 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 45 TOWN OF BREWSTER MILLSTONE ROAD TRAFFIC PLANS SHEET 44 OF 123 CO N T I N U E D AB O V E 210 211 212 213 214 215 216 PT +85.27 PC +52.58 N NAD 83 20 SCALE: 1" = 20' 0 50 100 HE N R Y ' S R O A D (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' WIDE) SWL DBYL SWL SWL DBYL SWL 11' 11' 1.5' 1.5' 11' 11' 1.5' +24 +49 TWO MA-D3-1 (POS) TWO MA-D3-4 (POS)TWO MA-D3-5 (POS) CONSTRUCTION NOTES 1.ALL PAVEMENT MARKINGS SHALL BE REFLECTORIZED EPOXY. 2.WHERE EXISTING PAVEMENT MARKINGS ARE DIFFERENT THAN PROPOSED MARKINGS SHOWN, REMOVE BY AN APPROVED METHOD. 3.ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE R&S UNLESS OTHERWISE NOTED. 1.5' 216 217 218 219 220 221 222PRC +79.92 PRC +37.55 N NAD 83 20 SCALE: 1" = 20' 0 50 100 KI N G P H I L I P R O A D (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' WIDE) SWL DBYL SWL SWL DBYL SWL 11' 11' 1.5' 11' 11' 1.5' 1.5' +82 +12 TWO MA-D3-5 (POS) R1-1 SL 1.5' CO N T I N U E D O N SH E E T N O . 44 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( T S I G ) . D W G 26 - O c t - 2 0 2 3 1: 5 8 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 46 TOWN OF BREWSTER MILLSTONE ROAD TRAFFIC PLANS SHEET 45 OF 123 CO N T I N U E D AB O V E 222 223 224 225 226 227 228 PT +79.15 PC +85.43 PT +98. 8 2 N NAD 83 20 SCALE: 1" = 20' 0 50 100 (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROA D (TOWN WAY - 40 ' W I D E ) SWL DBYL SWL SWL DBYL SWL 11' 11' 1.5' 1.5' 11' 11' 1.5' 1.5' 8' CW BL U E B E R R Y PO N D D R I V E +29 +78 TWO MA-D3-1 (POS) TWO MA-D3-6 (POS) CONSTRUCTION NOTES 1.ALL PAVEMENT MARKINGS SHALL BE REFLECTORIZED EPOXY. 2.WHERE EXISTING PAVEMENT MARKINGS ARE DIFFERENT THAN PROPOSED MARKINGS SHOWN, REMOVE BY AN APPROVED METHOD. 3.ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE R&S UNLESS OTHERWISE NOTED. 228 229 230 231 232 233 PT +98.82 PC +33.84 N NAD 83 20 SCALE: 1" = 20' 0 50 100 PI N E W O O D D R I V E (P R I V A T E W A Y - 4 0 ' W I D E ) AN A W A N R O A D (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' WIDE) SWL DBYL SWL SWL DBYL SWL SWL DBYL SWL 11' 11' 1.5' 1.5' 11' 11' 1.5' 1.5' 11' 11' 1.5' 1.5' 8' CW +52 +75 +79 TWO MA-D3-7 (POS) CO N T I N U E D O N SH E E T N O . 45 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( T S I G ) . D W G 26 - O c t - 2 0 2 3 1: 5 8 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 47 TOWN OF BREWSTER MILLSTONE ROAD TRAFFIC PLANS SHEET 46 OF 123 CO N T I N U E D AB O V E 234 235 236 237 238 239 PT +02.74 PC +54.85 PCC +98.86 PCC +61 . 2 2 N NAD 83 20 SCALE: 1" = 20' 0 50 100PI N E W O O D D R I V E (P R I V A T E W A Y - 4 0 ' W I D E ) SA N D P I P E R L A N E (P R I V A T E W A Y - 4 0 ' W I D E ) HO B N O B R O A D (T O W N W A Y - 4 0 ' W I D E ) MILLSTONE R O A D (TOWN WAY - 5 0 ' W I D E ) SWL DBYL SWL SWL DBYL SWL SWL DBYL SWL SWL DBYL SWL 11' 11' 1.5' 1.5' 11' 11' 1.5' 1.5'11.0' 11.0' 1.5' 1.5' 11' 11' 1.5' 1.5' 8' CW 8' CW +79 +06 +77 +99 +16 +49 TWO MA-D3-8 (POS) TWO MA-D3-1 (POS) TWO MA-D3-9 (POS) TWO MA-D3-10 (POS) CONSTRUCTION NOTES 1.ALL PAVEMENT MARKINGS SHALL BE REFLECTORIZED EPOXY. 2.WHERE EXISTING PAVEMENT MARKINGS ARE DIFFERENT THAN PROPOSED MARKINGS SHOWN, REMOVE BY AN APPROVED METHOD. 3.ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE R&S UNLESS OTHERWISE NOTED. 240 241 242 243 244 245PCC +61.22 PT +48.24 PC +70.77 N NAD 83 20 SCALE: 1" = 20' 0 50 100 PI N E W O O D D R I V E (P R I V A T E W A Y - 4 0 ' W I D E ) PI L G R I M ' S W A Y (P R I V A T E W A Y - 4 0 ' W I D E ) RE D F A W N R O A D (T O W N W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) SWL DBYL SWL SWL DBYL SWL SWL DBYL SWL 11' 11' 1.5' 1.5' 11' 11' 1.5' 1.5' 11' 11' 1.5' 1.5' 8' CW 8' CW +62 +90 +51 +74 +20 +45 TWO MA-D3-8 (POS) TWO MA-D3-1 (POS) TWO MA-D3-11 (POS) TWO MA-D3-12 (POS) CO N T I N U E D O N SH E E T N O . 46 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( T S I G ) . D W G 26 - O c t - 2 0 2 3 1: 5 8 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 48 TOWN OF BREWSTER MILLSTONE ROAD TRAFFIC PLANS SHEET 47 OF 123 CO N T I N U E D AB O V E N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 PI L G R I M ' S W A Y (P R I V A T E W A Y - 4 0 ' W I D E ) LU N D F A R M W A Y (P R I V A T E W A Y - 5 0 ' W I D E ) MILLST O N E R O A D (TOWN W A Y - 5 0 ' W I D E ) SWL SWL DBYL SWL SWL SWL DBYL SWL 8' C W 8' CW DBYL 11' 11' 1.5' 1.5' 11' 11' 1.5' 1.5' 11' 11' 1.5' 1.5' PROP 15' TS POST & FOUNDATION W/SIDE-OF-POST CONTROLLER CABINET W/TWO RRFB (1-SIDED) W/SOLAR POWER W/RADIO ANTENNA W/APS PED PUSH BUTTON W/TWO W11-2 W/W16-7p(L) W/W16-7P(R) W/R10-25L W/SP-1 STA 249+92, 24' RT W11-2 W16-9p PROP 15' TS POST & FOUNDATION W/SIDE-OF-POST CONTROLLER CABINET W/TWO RRFB (1-SIDED) W/SOLAR POWER W/RADIO ANTENNA W/APS PED PUSH BUTTON W/TWO W11-2 W/W16-7p(L) W/W16-7p(R) W/SP-1 W/R10-25L STA 249+93, 24' LT 8' CW +20 +45 +41 +69 TWO MA-D3-12 (POS) TWO MA-D3-1 (POS) TWO MA-D3-13 (POS) CONSTRUCTION NOTES 1.ALL PAVEMENT MARKINGS SHALL BE REFLECTORIZED EPOXY. 2.WHERE EXISTING PAVEMENT MARKINGS ARE DIFFERENT THAN PROPOSED MARKINGS SHOWN, REMOVE BY AN APPROVED METHOD. 3.ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE R&S UNLESS OTHERWISE NOTED. SEE CONTINENTAL-STYLE CROSSWALK - 12" WIDE LINES DETAIL ON SHEET 77 251 252 253 254 255 256 257 PC +58 . 9 8 PCC +75.59 N NAD 8 3 20 SCALE: 1" = 20' 0 50 100 JOE L O N G R O A D (PR I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) SWL DBYL SWL SWL DBYL SWL 11' 11' 1.5' 1.5' 11' 11' 1.5' 1.5' 11' 11' 1.5' 1.5' 8' CW +01 +36 TWO MA-D3-1 (POS) TWO MA-D3-13 (POS) W11-2 W16-9p TWO MA-D3-14 (POS) RET RET R&R B11-1 CO N T I N U E D O N SH E E T N O . 47 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( T S I G ) . D W G 26 - O c t - 2 0 2 3 1: 5 8 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 49 TOWN OF BREWSTER MILLSTONE ROAD TRAFFIC PLANS SHEET 48 OF 123 CO N T I N U E D AB O V E LIST OF MAJOR ITEMS REQUIRED RRFB SYSTEM. 824.211 2 APS PEDESTRIAN PUSH BUTTON W/R10-25L EQUIPMENT TO COMPLETE THE INSTALLATION AND PROVIDE AN OPERATING PLUS NECESSARY DUCT, CABLE, LABOR, MISCELLANEOUS MATERIAL AND 2 L.E.D. RECTANGULAR DUAL YELLOW BEACON (RRFB) 15' TS POST STANDARD INCL. FOUNDATION DESCRIPTIONQUANTITYPAY ITEM 4 MILLSTONE ROAD AT LUND FARM WAY SOLAR PANEL2 RADIO ANTENNA2 BATTERY SYSTEMS2 SP-12 6 2 2 2 W11-2 W16-7p(L) W16-7p(R) W16-9p 832. SIDE-OF-POST CONTROLLER CABINET2 257 258 259 260 261 262 263PT +61.77 PC +51.93 N NAD 83 20 SCALE: 1" = 20' 0 50 100 FE R N L A N E (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) SWL DBYL SWL SWL DBYL SWL 11' 11' 1.5' 1.5' 11' 11' 1.5' 1.5' 8' C W 8' CW +61 +00 TWO MA-D3-1 (POS) TWO MA-D3-15 (POS) CONSTRUCTION NOTES 1.ALL PAVEMENT MARKINGS SHALL BE REFLECTORIZED EPOXY. 2.WHERE EXISTING PAVEMENT MARKINGS ARE DIFFERENT THAN PROPOSED MARKINGS SHOWN, REMOVE BY AN APPROVED METHOD. 3.ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE R&S UNLESS OTHERWISE NOTED. PROP 15' TS POST & FOUNDATION W/SIDE-OF-POLE CONTROLLER CABINET W/TWO RRFB (1-SIDED) W/SOLAR POWER W/RADIO ANTENNA W/APS PED PUSH BUTTON W/TWO W11-2 W/W16-7p(L) W/W16-7P(R) W/R10-25L W/SP-1 STA 259+23, 23' RT PROP 15' TS POST & FOUNDATION W/SIDE-OF-POLE CONTROLLER CABINET W/TWO RRFB (1-SIDED) W/SOLAR POWER W/RADIO ANTENNA W/APS PED PUSH BUTTON W/TWO W11-2 W/W16-7p(L) W/W16-7p(R) W/SP-1 W/R10-25L STA 259+23, 23' LT W11-2 W16-9p W11-2 W16-9p SEE CONTINENTAL-STYLE CROSSWALK - 12" WIDE LINES DETAIL ON SHEET 77 263 264 265 266 267 268 269 PT +13.4 2 PC +32.8 5 PCC + 3 5 . 4 9 N NAD 83 20 SCALE: 1" = 20' 0 50 100 AG A S S I Z S T R E E T (P R I V A T E W A Y - 4 0 ' W I D E ) CL I F F P O N D R O A D (T O W N W A Y - V A R I A B L E W I D T H ) MILLSTONE ROA D (TOWN WAY - 50' W I D E ) SWL DBYL SWL SWL 11' 11' 1.5' 1.5' 1.5' 8' CW +07 +54 +90 TWO MA-D3-17 (POS) TWO MA-D3-16 (POS) DBYL CO N T I N U E D O N SH E E T N O . 48 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( T S I G ) . D W G 26 - O c t - 2 0 2 3 1: 5 8 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 50 TOWN OF BREWSTER MILLSTONE ROAD TRAFFIC PLANS SHEET 49 OF 123 CO N T I N U E D AB O V E LIST OF MAJOR ITEMS REQUIRED 824.212 2 APS PEDESTRIAN PUSH BUTTON W/R10-25L2 L.E.D. RECTANGULAR DUAL YELLOW BEACON (RRFB) 15' TS POST STANDARD INCL. FOUNDATION DESCRIPTIONQUANTITYPAY ITEM 4 MILLSTONE ROAD AT FERN LANE SOLAR PANEL2 RADIO ANTENNA2 BATTERY SYSTEMS2 SP-12 6 2 2 2 W11-2 W16-7p(L) W16-7p(R) W16-9p 832. PLUS NECESSARY DUCT, CABLE, LABOR, MISCELLANEOUS MATERIAL AND EQUIPMENT TO COMPLETE THE INSTALLATION AND PROVIDE AN OPERATING RRFB SYSTEM. SIDE-OF-POLE CONTROLLER CABINET2 269 270 271 272 273 274 275 PCC +96.18 PT +84.8 1 N NAD 8 3 20 SCALE: 1" = 20' 0 50 100 (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE RO A D (TOWN WAY - 50 ' W I D E ) SWL DBYL SWL SWL DBYL SWL 11' 11' 1.5' 1.5' 1.5' 11' 11' 1.5' 1.5' 8' CW 8' CW OL D M E A D O W RO A D +90 +20 +74 TWO MA-D3-18 (POS) CONSTRUCTION NOTES 1.ALL PAVEMENT MARKINGS SHALL BE REFLECTORIZED EPOXY. 2.WHERE EXISTING PAVEMENT MARKINGS ARE DIFFERENT THAN PROPOSED MARKINGS SHOWN, REMOVE BY AN APPROVED METHOD. 3.ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE R&S UNLESS OTHERWISE NOTED. DBYL SWL 275 276 277 278 279 280 PC +16.37 PRC +80.53 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 M O S S L A N E (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) SWL DBYL SWL SWL DBYL SWL 11' 11' 1.5' 1.5' 11' 11' 1.5' 1.5' 8' CW +83 +21 TWO MA-D3-19 (POS) R2-1(35) R2-1(40) CO N T I N U E D O N SH E E T N O . 49 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( T S I G ) . D W G 26 - O c t - 2 0 2 3 1: 5 9 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 51 TOWN OF BREWSTER MILLSTONE ROAD TRAFFIC PLANS SHEET 50 OF 123 CO N T I N U E D AB O V E N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 MILLSTONE ROAD (TOWN WAY - 50' WIDE) SWL DBYL SWL SWL DBYL SWL 11' 11' 1.5' 1.5' 11' 11' 1.5' 1.5' CA P T A I N ' S VI L L A G E LA N E +57 +87 TWO MA-D3-1 (POS) TWO MA-D3-20 (POS) CONSTRUCTION NOTES 1.ALL PAVEMENT MARKINGS SHALL BE REFLECTORIZED EPOXY. 2.WHERE EXISTING PAVEMENT MARKINGS ARE DIFFERENT THAN PROPOSED MARKINGS SHOWN, REMOVE BY AN APPROVED METHOD. 3.ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE R&S UNLESS OTHERWISE NOTED. 287 288 289 290 291 292PRC +97.51 PT +44.32 PC +15.85 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 (PR I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) SWL DBYL SWL DBYL SWL 11' 11' 1.5' 1.5' 8' CW BE A C H PLU M L A N E +68 +21 TWO MA-D3-21 (POS) CO N T I N U E D O N SH E E T N O . 50 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( T S I G ) . D W G 26 - O c t - 2 0 2 3 1: 5 9 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 52 TOWN OF BREWSTER MILLSTONE ROAD TRAFFIC PLANS SHEET 51 OF 123 CO N T I N U E D AB O V E 293 294 295 296 297 298 PC +1 5 . 8 5 PRC +69.65 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 CR I C K E T L A N E (P R I V A T E W A Y - 4 0 ' W I D E ) BA R O N ' S W A Y (PR I V A T E W A Y - 4 0 ' W I D E ) (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) DBYL SWL SWL SWL DBYL SWL SWL DBYL SWL 11' 11' 1.5' 1.5' 11' 11' 1.5' 1.5'11' 11' 1.5' 1.5' 8' CW 8' CW 8' CW BE A C H PL U M L A N E +21 +24 +47 +26 +54 +75 +15 TWO MA-D3-1 (POS) TWO MA-D3-22 (POS) TWO MA-D3-23 (POS) CONSTRUCTION NOTES 1.ALL PAVEMENT MARKINGS SHALL BE REFLECTORIZED EPOXY. 2.WHERE EXISTING PAVEMENT MARKINGS ARE DIFFERENT THAN PROPOSED MARKINGS SHOWN, REMOVE BY AN APPROVED METHOD. 3.ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE R&S UNLESS OTHERWISE NOTED. DBYL 298 299 300 301 302 303 304 PCC +55.8 9 PT +24.93 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 PR E L L C I R C L E (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTON E R O A D (TOWN WA Y - 4 0 ' W I D E ) SWL DBYL SWL SWL DBYL SWL SWL DBYL SWL 11' 11' 1.5' 1.5' 11' 11' 1.5' 1.5' +66 TWO MA-D3-24 (POS) CO N T I N U E D O N SH E E T N O . 51 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( T S I G ) . D W G 26 - O c t - 2 0 2 3 1: 5 9 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 53 TOWN OF BREWSTER MILLSTONE ROAD TRAFFIC PLANS SHEET 52 OF 123 CO N T I N U E D AB O V E 304 305 306 307 308 309 310 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 CA R O L A N N D R I V E (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' WIDE) SWL DBYL SWL SWL DBYL SWL 11' 11' 1.5' 1.5' +55 +75 TWO MA-D3-25 (POS) CONSTRUCTION NOTES 1.ALL PAVEMENT MARKINGS SHALL BE REFLECTORIZED EPOXY. 2.WHERE EXISTING PAVEMENT MARKINGS ARE DIFFERENT THAN PROPOSED MARKINGS SHOWN, REMOVE BY AN APPROVED METHOD. 3.ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE R&S UNLESS OTHERWISE NOTED. 310 311 312 313 314 315 316PC +30.70 PRC +72.44 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 CA R O L A N N D R I V E (P R I V A T E W A Y - 4 0 ' W I D E ) RU S S E L L ' S P A T H (T O W N W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' WIDE) SWL DBYL SWL SWL DBYL SWL SL DB Y L 11' 11' 1.5' 1.5' 11' 11' 1.5' 1.5' L= 3 6 ' 8' CW +75 +24 +50 TWO MA-D3-25 (POS) TWO MA-D3-26 (POS) CO N T I N U E D O N SH E E T N O . 52 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( T S I G ) . D W G 26 - O c t - 2 0 2 3 1: 5 9 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 54 TOWN OF BREWSTER MILLSTONE ROAD TRAFFIC PLANS SHEET 53 OF 123 CO N T I N U E D AB O V E 316 317 318 319 320 321 322 PT +42.02 PC +87.75 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 MILLSTONE ROAD (TOWN WAY - 50' WIDE) SWL DBYL SWL 11' 11' 1.5' 1.5' CONSTRUCTION NOTES 1.ALL PAVEMENT MARKINGS SHALL BE REFLECTORIZED EPOXY. 2.WHERE EXISTING PAVEMENT MARKINGS ARE DIFFERENT THAN PROPOSED MARKINGS SHOWN, REMOVE BY AN APPROVED METHOD. 3.ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE R&S UNLESS OTHERWISE NOTED. 322 323 324 325 326 327 PRC +65.26 N NAD 83 20 SCALE: 1" = 20' 0 50 100 O L D F R E E M A N ' S W A Y (P R I V A T E W A Y - U N D E F I N E D ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) SWL DBYL SWL 11.0' 11.0' 1.5' 1.5' +50 +67 TWO MA-D3-27 (POS) R2-1(25) R2-1(40) DBYL CO N T I N U E D O N SH E E T N O . 53 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( T S I G ) . D W G 26 - O c t - 2 0 2 3 1: 5 9 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 55 TOWN OF BREWSTER MILLSTONE ROAD TRAFFIC PLANS SHEET 54 OF 123 CO N T I N U E D AB O V E 330+2 2 . 0 5 326 327 328 329 330 PCC +02. 4 4 PCC +11.80 PT +8 8 . 8 5 N NAD 8 3 20 SCALE: 1" = 20' 0 50 100 LO N G P O N D R O A D ( R O U T E 1 3 7 ) (C O U N T Y W A Y - 6 0 ' W I D E ) CA P E L A N E (PR I V A T E W A Y - 4 0 ' W I D E ) MILLSTO N E R O A D (TOWN W A Y - 5 0 ' W I D E ) SWL DBYL SWL SL 11' 11' 1.5' 1.5' 1.5' 1.5' +67 TWO MA-D3-1 (POS) TWO MA-D3-28 (POS)R2-1(25) R2-1(40) W3-1 M2-1 MA-M1-5(137) M6-4 R4-7 R4-7 CONSTRUCTION NOTES 1.ALL PAVEMENT MARKINGS SHALL BE REFLECTORIZED EPOXY. 2.WHERE EXISTING PAVEMENT MARKINGS ARE DIFFERENT THAN PROPOSED MARKINGS SHOWN, REMOVE BY AN APPROVED METHOD. 3.ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE R&S UNLESS OTHERWISE NOTED. DBYL SYL SYL 11' 1.5' +57 +57 +00 DBYL 1' CO N T I N U E D O N SH E E T N O . 54 14 1 7 0 . 0 0 _ H D ( T S I G ) . D W G 26 - O c t - 2 0 2 3 1: 5 9 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD TRAFFIC PLANS SHEET 55 OF 123 14 1 7 0 . 0 0 _ H D ( S S ) . D W G 25 - O c t - 2 0 2 3 12 : 0 7 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD TRAFFIC SIGN SUMMARY SHEET 56 OF 123 2004 EDITION"; AS AMENDED HIGHWAY SIGNS, SEE FHWA "STANDARD TRAFFIC SIGN SUMMARY NOTES: 1.HIGH INTENSITY REFLECTIVE SHEETING SHALL BE USED FOR ALL SIGNS. SEE FHWA "STANDARD HIGHWAY SIGNS, 2004 EDITION" FOR TEXT DIMENSIONS, AS AMENDED; THE 1977 MASSHIGHWAY DEPARTMENT CONSTRUCTION AND TRAFFIC STANDARD DETAILS, AS AMENDED, FOR SIGNS AND SUPPORTS; AND THE MASSHIGHWAY DEPARTMENT SIGN LISTINGS 1993 EDITION, AS AMENDED. 2.POS = PAINTED ONE SIDE 2.00BLACKBLACK24"12" 24"12" R10-25L W16-7p(L) W16-7p(R)2.00BLACKBLACK24"12" W16-9p SP-1 4 6 4 6 4 12.00 8.00 2.00 12.00 9"12"0.75 3.00YELLOW BLACK BLACK BLACK BLACK 1.5" 1" 1" 1" 1" 1.5" N/A 1" C 1" C 1" C 1" C 1" C BLACK BLACKWHITE9"12"PAID UNDER ITEMS FLOURCSCENT YELLOW- GREEN FLOURCSCENT YELLOW- GREEN FLOURCSCENT YELLOW- GREEN 824.211, 824.212 30"30"W11-2 BLACK BLACK FLOURCSCENT YELLOW- GREEN 6.25 75.0012 8-P5 4 MTD ON TS POST 30"30"W11-2 W/LED 36"36"W3-1 BLACK 9.001 24"24"MA-M1-5(6A) 30"24"MA-M1-5a(137) BLACKWHITE BLACK21"15"M2-1 21"15"M6-4 BLACKWHITE BLACK BLACKWHITE BLACK BLACKWHITE BLACK R4-7 24"30" R2-1(40)24"30" R2-1(35)24"30" R2-1(25)24"30" R1-1 30"30"STOP AS PER MASSDOT STANDARD 2004 EDITION"; AS AMENDED HIGHWAY SIGNS, SEE FHWA "STANDARD 2 2 2 2 3 BLACK BLACK FLOURCSCENT YELLOW- GREEN 6.25 25.004 1 1 2 2 BLACK BLACKWHITE BLACK BLACKWHITE BLACK BLACKWHITE BLACK BLACKWHITE WHITE WHITERED 2 MTD W/ OTHERS 2 MTD W/ OTHERS 4.00 5.00 2.19 4.38 2.19 4.38 4.00 5.00 4 MTD W/ OTHERS 6 MTD W/ OTHERS 6 MTD W/ OTHERS 4 MTD W/ OTHERS 5.18 10.36 5.00 15.00 5.00 10.00 5.00 10.00 5.00 10.00 3-P5 9.00 4 MTD ON TS POST TRAFFIC SIGN SUMMARY 2N/A6"D PAID UNDER ITEM 874.01 MA-D3-2 (POS) 20 GREENN/A6"/4"D 3"PAID UNDER ITEM 874.01 MA-D3-1 (POS)3" VARIES 12" VARIES 12" 2N/A6"/4"D PAID UNDER ITEM 874.01 MA-D3-3 (POS)VARIES 12" N/A6"/4"D 2.75" MA-D3-4 (POS)3.25" VARIES 12" N/A6"/4"D 2.75" MA-D3-5 (POS)3.25" VARIES 12" 2 PAID UNDER ITEM 874.01 PAID UNDER ITEM 874.01 N/A6"/4"D 2.75" MA-D3-6 (POS)3.25" VARIES 12" PAID UNDER ITEM 874.01 N/A6"/4"DMA-D3-7 (POS)VARIES 12" PAID UNDER ITEM 874.01 N/A6"/4"DMA-D3-8 (POS)VARIES 12" PAID UNDER ITEM 874.01 N/A6"/4"DMA-D3-9 (POS)VARIES 12" PAID UNDER ITEM 874.01 N/A6"/4"D 2.75" MA-D3-10 (POS)3.25" VARIES 12" PAID UNDER ITEM 874.01 N/A6"/4"DMA-D3-11 (POS)VARIES 12" PAID UNDER ITEM 874.01 N/A6"/4"D 2.75" MA-D3-12 (POS)3.25" VARIES 12" PAID UNDER ITEM 874.01 N/A6"/4"D 2.75" MA-D3-13 (POS)3.25" VARIES 12" PAID UNDER ITEM 874.01 N/A6"/4"D 2.75" MA-D3-14 (POS)3.25" VARIES 12" PAID UNDER ITEM 874.01 N/A6"/4"DMA-D3-15 (POS)VARIES 12" PAID UNDER ITEM 874.01 N/A6"/4"DMA-D3-16 (POS)VARIES 12" PAID UNDER ITEM 874.01 N/A6"/4"D 2.75" MA-D3-17 (POS)3.25" VARIES 12" PAID UNDER ITEM 874.01 2 2 2 4 2 2 2 2 2 2 2 2 2 2 MTD W/ OTHERS 2 MTD W/ OTHERS 2 MTD W/ OTHERS 2 MTD W/ OTHERS 2 MTD W/ OTHERS 2 MTD W/ OTHERS 2 MTD W/ OTHERS 2-P5 2-P5 2-P5 1-P5 4-P5 1-P5 1-P5 YELLOW BLACK/ RED 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE GREEN GREEN GREEN GREEN GREEN GREEN GREEN GREEN GREEN GREEN GREEN GREEN GREEN GREEN GREEN GREEN 10-P5 1-P5 1-P5 1-P5 1-P5 1-P5 1-P5 1-P5 1-P5 2-P5 2-P5 14 1 7 0 . 0 0 _ H D ( S S ) . D W G 25 - O c t - 2 0 2 3 12 : 0 7 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD TRAFFIC SIGN SUMMARY SHEET 57 OF 123 NOTES: 1.HIGH INTENSITY REFLECTIVE SHEETING SHALL BE USED FOR ALL SIGNS. SEE FHWA "STANDARD HIGHWAY SIGNS, 2004 EDITION" FOR TEXT DIMENSIONS, AS AMENDED; THE 1977 MASSHIGHWAY DEPARTMENT CONSTRUCTION AND TRAFFIC STANDARD DETAILS, AS AMENDED, FOR SIGNS AND SUPPORTS; AND THE MASSHIGHWAY DEPARTMENT SIGN LISTINGS 1993 EDITION, AS AMENDED. 2.POS = PAINTED ONE SIDE TRAFFIC SIGN SUMMARY N/A6"/4"D PAID UNDER ITEM 874.01 MA-D3-19 (POS) GREENN/A WHITE WHITE6"/4"D 3"PAID UNDER ITEM 874.01 MA-D3-18 (POS)3" VARIES 12" VARIES 12" N/A6"/4"D 2.75"PAID UNDER ITEM 874.01 MA-D3-20 (POS)3.25" VARIES 12" N/A6"/4"DMA-D3-21 (POS)VARIES 12" N/A6"/4"DMA-D3-22 (POS)VARIES 12" PAID UNDER ITEM 874.01 PAID UNDER ITEM 874.01 N/A6"/4"D 2.75" MA-D3-23 (POS)3.25" VARIES 12" PAID UNDER ITEM 874.01 N/A6"/4"DMA-D3-24 (POS)VARIES 12" PAID UNDER ITEM 874.01 N/A6"/4"DMA-D3-25 (POS)VARIES 12" PAID UNDER ITEM 874.01 N/A6"/4"DMA-D3-26 (POS)VARIES 12" PAID UNDER ITEM 874.01 N/A6"/4"D 2.75" MA-D3-27 (POS)3.25" VARIES 12" PAID UNDER ITEM 874.01 N/A6"D 2.75" MA-D3-28 (POS)3.25" VARIES 12" PAID UNDER ITEM 874.01 2 2 2 2 2 2 2 2 2 2 2 2 MTD W/ OTHERS 2 MTD W/ OTHERS 2 MTD W/ OTHERS 1-P5 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" GREEN WHITE WHITE GREEN WHITE WHITE GREEN WHITE WHITE GREEN WHITE WHITE GREEN WHITE WHITE GREEN WHITE WHITE GREEN WHITE WHITE GREEN WHITE WHITE GREEN WHITE WHITE GREEN WHITE WHITE 1-P5 1-P5 1-P5 1-P5 1-P5 1-P5 1-P5 14 1 7 0 . 0 0 _ H D ( T S I G - D E T ) . D W G 25 - O c t - 2 0 2 3 12 : 0 7 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD TRAFFIC SIGNAL DETAILS SHEET 58 OF 123 W16-7p(L) SIGN, 24"x12" R10-25, 9"x12" MTD FACING CURB OPENING RRFB (SEE DETAIL) SOLAR PANEL (ORIENTED FOR OPTIMAL SUNLIGHT CAPTURE) W11-2 SIGN, 30"x30" 7.0' FINISH GRADE SCALE: N.T.S. RECTANGULAR RAPID FLASHING BEACON (RRFB) - POST MOUNTED APS PEDESTRIAN PUSH BUTTON RADIO ANTENNA W16-7p(R) SIGN, 24"x12" RRFB (SEE DETAIL) SOLAR PANEL (ORIENTED FOR OPTIMAL SUNLIGHT CAPTURE) NEMA ENCLOSURE FOR CONTROLLER (SIZE MAY VARY) 7.0' FINISH GRADE RADIO ANTENNA SP-1, 9"x12" MTD FACING CURB OPENING OPERATIONAL NOTES: 1.RRFBS SHALL BE ACTIVATED BY PEDESTRIAN PUSH BUTTON. 2.DURATION OF RRFB UPON RECEIPT OF VALID PEDESTRIAN PUSH BUTTON ACTUATION SHALL BE INITIALLY SET FOR 10 SECONDS. 3.SEE SPECIAL PROVISIONS, ITEMS 824.211 & 824.212, FOR MORE DETAILS ON FUNCTIONAL REQUIREMENTS OF RRFB SYSTEM. DETAIL: DUAL YELLOW BEACON (RRFB) 2" MIN 5" MIN 5" MIN7" MIN PILOT LIGHT FACING PEDESTRIANS IN CROSSWALK TO PROVIDE CONFIRMATION OF RRFB OPERATION 15' TS POST 15' TS POST W11-2 SIGN, 30"x30" 14 1 7 0 . 0 0 _ H D ( T T C P ) . D W G 25 - O c t - 2 0 2 3 12 : 0 7 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD TEMPORARY TRAFFIC CONTROL PLANS SHEET 59 OF 123 GENERAL NOTES 1.ALL CONSTRUCTION SIGNING, TEMPORARY TRAFFIC CONTROL DEVICES, AND ROADSIDE ELEMENTS SHALL CONFORM WITH THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS AMENDED, THE MASSDOT STANDARD DETAILS AND DRAWINGS FOR THE DEVELOPMENT OF TEMPORARY TRAFFIC CONTROL PLANS, THE LATEST REVISIONS OF THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS, (AASHTO) ROADSIDE DESIGN GUIDE, AASHTO POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, AND NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM (NCHRP) REPORT 350 OR THE AASHTO MANUAL FOR ASSESSING SAFETY HARDWARE (MASH). 2.WORK HOURS FOR ROUTE 6A SHALL BE AS STATED IN THE APPROVED STATE HIGHWAY ACCESS PERMIT ISSUED BY MASSDOT. WORK HOURS FOR TOWN ROADWAYS SHALL BE 7:00AM TO 3:00PM MONDAY THRU FRIDAY UNLESS OTHERWISE APPROVED BY THE TOWN OF BREWSTER. NO WORK IMPACTING THE TRAVEL WAY WILL BE ALLOWED DURING PEAK TRAFFIC PERIODS. PEAK PERIODS ARE DEFINED AS MONDAY THRU FRIDAY, 6:00AM TO 9:00AM AND 3:00PM TO 7:00PM. 3.NO WORK SHALL OCCUR WITHIN THE PUBLIC WAY THE DAY BEFORE, AFTER OR ON A STATE RECOGNIZED HOLIDAY UNLESS OTHERWISE APPROVED BY THE ENGINEER. 4.ALL TEMPORARY PEDESTRIAN PATHWAYS SHALL COMPLY FULLY WITH ALL REQUIREMENTS OF THE MUTCD AND ALL APPLICABLE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (MAAB) AND AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) REQUIREMENTS AND PUBLIC RIGHTS-OF WAY ACCESSIBILITY GUIDELINES (PROWAG). 5.ALL DRUMS OUTSIDE TAPERS SHALL BE SET AT 20' ON CENTER MAX. UNLESS OTHERWISE NOTED OR ADJUSTED BY THE ENGINEER. 6.ALL DRUMS SHALL BE APPROXIMATELY PLACED AND MOVED AS NECESSARY TO MAINTAIN SAFE AND REASONABLE ABUTTER ACCESS. WORK MAY REQUIRE ADDITIONAL SIGNS, DRUMS AND OTHER TRAFFIC CONTROL DEVICES, GRADING AND TEMPORARY PAVEMENT FOR PASSAGE OF PEDESTRIAN, VEHICULAR AND EMERGENCY TRAFFIC THROUGH THE WORK AREAS, BOTH DURING AND AFTER WORKING HOURS, TO MAINTAIN SUCH ACCESS. 7.THE FIRST 10 DRUMS ON TAPERS SHALL BE REFLECTORIZED DRUMS WITH SEQUENTIAL FLASHING WARNING LIGHTS AND SHALL BE OPERATING, AT A MINIMUM, BETWEEN DUSK AND DAWN, WHEN TAPER IS DEPLOYED. 8.REFLECTORIZED CONES SHALL BE A MINIMUM OF 36 INCHES IN HEIGHT. 9.CONES MAY BE USED IN LIEU OF DRUMS OUTSIDE OF TAPER AREAS. 10.THE CONTRACTOR SHALL NOTIFY EACH ABUTTER AT LEAST 24 HOURS IN ADVANCE OF THE START OF ANY WORK THAT WILL REQUIRE THE TEMPORARY CLOSURE OR RESTRICTION OF ACCESS. 11.FOR DROP-OFFS 3" OR LESS WITHIN THE CLEAR ZONE, CONDITION MAY BE MITIGATED WITH W8-9 (LOW SHOULDER) SIGN OR TEMPORARY CHANNELIZATION DEVICES. 12.CONTRACTOR SHALL STAGE WORK SUCH THAT A DROP-OFF OF NO MORE THAN 3" AT THE END OF EACH WORK DAY EXISTS WITHIN THE CLEAR ZONE AT ANY TIME AND ENSURE DROP-OFF IS MITIGATED WITHOUT BARRIER PER NOTE 11. 13.CONSTRUCTION CLEAR ZONE SHALL BE IN ACCORDANCE WITH MASSDOT BOSTON TRAFFIC GUIDELINES AS FOLLOWS: 4' IF POSTED SPEED IS LESS THAN 35 MPH 8' IF POSTED SPEED IS 35 MPH 15' IF POSTED SPEED IS 40 MPH 14.11' MINIMUM LANE WIDTHS SHALL BE MAINTAINED UNLESS OTHERWISE NOTED. 15.TEMPORARY TRAFFIC CONTROL DEVICES AND SIGNS SHALL BE COVERED OR REMOVED DURING NON-WORKING HOURS WHEN NOT IN USE. 16.SIGNS INSTALLED ON PORTABLE STANDS REQUIRE 12 INCH MINIMUM MOUNTING HEIGHT FROM THE ROADWAY SURFACE TO THE BOTTOM OF THE SIGN. 17.SIGNS INSTALLED ON PORTABLE STANDS PLACED AMONG CHANNELIZATION DEVICES REQUIRE A 36 INCH MINIMUM MOUNTING HEIGHT FROM THE ROADWAY SURFACE TO THE BOTTOM OF THE SIGN. 18.SIGNS MOUNTED ON POSTS REQUIRE A MINIMUM 84 INCH MOUNTING HEIGHT FROM THE ROADWAY OR SIDEWALK SURFACE TO THE BOTTOM OF THE SIGN. CONTRACTOR SHALL MAINTAIN A MINIMUM SIDEWALK HORIZONTAL CLEAR WIDTH OF 36" AT ALL TIMES. 19.ALL SIGNS SHALL BE MOUNTED ON THEIR OWN NCHRP 350 AND/OR MASH CRASH TESTED SIGN SUPPORTS AND INSTALLED IN ACCORDANCE WITH THE MUTCD. SIGN SHALL NOT BE MOUNTED TO OR LEANED AGAINST DRUMS OR CONES. 20.W21-7 SIGNS SHALL BE INSTALLED IN ADVANCE (100' MIN) OF AREAS WHERE UTILITY CASTINGS HAVE BEEN RAISED IN ADVANCE OF PAVING OPERATIONS OR AS REQUESTED BY THE ENGINEER. 21.W8-15 SIGNS SHALL BE INSTALLED IN ADVANCE (100' MIN) OF PAVEMENT MILLING AREAS OR AS REQUESTED BY THE ENGINEER. 22.W20-1c, MA-R2-10a OR MA-R2-10e SIGNS SHOWN ON ADVANCE SIGN SCHEMATIC MAY BE USED IN LIEU OF THOSE SIGNS SHOWN ON TYPICAL DETAILS ON THE TEMPORARY TRAFFIC CONTROL PLANS IF MINIMUM SIGN SPACING IS MET. 23.CONTRACTOR SHALL SECURE WORK AREAS BY APPROPRIATE MEANS, TO PREVENT UNAUTHORIZED ACCESS AT ALL TIMES. 24.THERE IS NO DESIGNATED BICYCLE LANE ON THE ROADWAY WITHIN THE PROJECT LIMITS. BICYCLES ARE EXPECTED TO SHARE THE ROAD WITH GENERAL VEHICULAR TRAFFIC. 25.WHEN UTILIZING TYPICAL TRAFFIC CONTROL DETAILS OR STAGING SETUPS, COVER EXISTING CONFLICTING ADVANCE WARNING SIGNS AS REQUIRED TO COMPLETE THE WORK. 26.CONTRACTOR SHALL NOT ALLOW PUBLIC ACCESS ON PORTIONS OF NEWLY BUILT SIDEWALK UNTIL ALL SIDEWALKS WITHIN THE PROJECT LIMITS EXCEPT ROUTE 6A EXISTING SIDEWALK AND SHARED-USE PATH AND CROSSING ARE FULLY CONSTRUCTED AND ADAAG COMPLIANT OR AS DIRECTED BY THE ENGINEER. 27.TEMPORARY PORTABLE RUMBLE STRIP ARRAY CONSISTS OF THREE TRANSVERSELY PLACED RUMBLE STRIPS EVENLY SPACED. SPACING SHALL BE 10 FT ON CENTER OR AS DIRECTED BY THE ENGINEER. ADVANCE SIGN SPACING DISTANCE BETWEEN SIGNS (FEET) BA C D 350 150 350 350 ROADWAY ROUTE 137 ROUTE 6A WSL=60 2 W=WIDTH OF ROADWAY TO BE SHIFTED OR REDIRECTED IN FEET POSTED SPEED LANE TAPER LENGTH FORMULAS S= L= POSTED SPEED LIMIT IN MPH TAPER LENGTH IN FEET 40 MPH OR LESS 155 15 BUFFER SPACING SPEED 20 25 30 35 40 (MPH) 80 DISTANCE 115 200 (FEET) 250 305 NOTE: 1.CONTRACTOR SHALL INSTALL W8-9 SIGN ON ALL ROADWAYS 350 FT IN ADVANCE OF THE START OF DROP-OFF CONDITION. REFLECTORIZED DRUM 36" MINWORK AREA TRAVEL WAY 3" MAX EXCAVATION SCALE: NTS TYPICAL ROADWAY DROP-OFF PROTECTION OF TRAVELOF TRAVEL DIRECTION SLOPE 12:1 SLOPE 12:1 DIRECTION SLOPE 12:1 SLOPE 12:1 NOTES: 1.SQUARE OFF THE FULL WIDTH OF THE ROADWAY AT THE END OF WORK DAY 2.** CONTRACTOR SHALL INSTALL W8-1, W8-3, OR W8-8 SIGN, AS APPROPRIATE, ON ALL ROADWAYS IN ADVANCE OF THE TRANSITION UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SCALE: NTS TEMPORARY PAVEMENT TRANSITION W8-SERIES** A A WORK AREA REFLECTORIZED DRUMS @ 10' O.C. W8-SERIES** R4-7b R4-7b EXIST PAVEMENT EXIST PAVEMENT 100 50 100 100ALL OTHER ROADWAYS W20-1c REFLECTORIZED DRUMS @ 10' O.C.(TYP) NOTES: 1.REFER TO ADVANCE SIGN SPACING TABLE. SCALE: NTS OFF ROADWAY WORK - RIGHT DA B WORK AREA MA-R2-10a MA-R2-10e LEGEND NTS POLICE OFFICER REFLECTORIZED DRUM TEMPORARY CONSTRUCTION SIGN TYPE III BARRICADE TRAFFIC CONE NOT TO SCALE TRAFFIC FLOW WORK AREA (PUBLIC ACCESS RESTRICTED) REFLECTORIZED DRUMS WITH SEQUENTIAL FLASHING WARNING LIGHTS (SEE NOTE 7) TRANSITION/BUFFER AREAS PEDESTRIAN ROUTE CONSTRUCTION FENCE TEMPORARY PEDESTRIAN BARRICADE HMA PAVEMENT PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) TEMPORARY PORTABLE RUMBLE STRIPS 14 1 7 0 . 0 0 _ H D ( T T C P ) . D W G 25 - O c t - 2 0 2 3 12 : 0 7 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD TEMPORARY TRAFFIC CONTROL PLANS SHEET 60 OF 123 NOTE: 1.ADVANCE WARNING SIGN PLACEMENT TO BE ADJUSTED AS NECESSARY. 2.REFER TO ADVANCE SIGN SPACING TABLE ON SHEET 59. SCALE: NTS ONE LANE BI-DIRECTIONAL TRAFFIC AT INTERSECTIONS - FAR SIDE NOTE: 1.ADVANCE WARNING SIGN PLACEMENT TO BE ADJUSTED AS NECESSARY. 2.REFER TO ADVANCE SIGN SPACING TABLE ON SHEET 59. SCALE: NTS ONE LANE BI-DIRECTIONAL TRAFFIC AT INTERSECTIONS - NEAR SIDE NOTES: 1.ADDITIONAL ADVANCE WARNING SIGNS MAY BE NECESSARY AS DETERMINED BY THE ENGINEER. 2.CONTROLS FOR PEDESTRIAN TRAFFIC ONLY, ARE SHOWN. VEHICULAR TRAFFIC SHALL BE MAINTAINED AS SHOWN ELSEWHERE. 3.STREET LIGHTING SHOULD BE CONSIDERED WHEN LOCATING CONTROL DEVICES. 4. INDICATES DIRECTION OF PEDESTRIAN TRAVEL. 5.ALL TEMPORARY PEDESTRIAN PATHWAYS SHALL COMPLY FULLY WITH ALL REQUIREMENTS OF THE MUTCD AND ALL APPLICABLE MAAB AND ADAAG REQUIREMENTS AND INCLUDE THE USE OF COMPLIANT TEMPORARY PEDESTRIAN BARRICADES AND TEMPORARY PEDESTRIAN CURB RAMPS AT ALL TIMES. 6.CONTRACTOR SHALL MAINTAIN AS WIDE OF A PEDESTRIAN ACCESS AS POSSIBLE AT ALL TIMES. EXCEPT WHERE NECESSARY, THE CONTRACTOR MAY TEMPORARILY REDUCE PEDESTRIAN PATHWAYS TO 4 FEET IN WIDTH (EXCLUDING CURB) FOR NO MORE THAN 200 LINEAR FEET AT A TIME IN ACCORDANCE WITH ALL STANDARDS. A 5' x 5' PASSING AREA SHALL BE PROVIDED IN INTERVALS NOT EXCEEDING 200 FEET. 7.TEMPORARY PEDESTRIAN BARRICADES SHALL BE PAID FOR UNDER ITEM 852.11 TEMPORARY PEDESTRIAN BARRICADE. 8.CONTRACTOR TO RESTORE GRASS STRIP BACK TO ORIGINAL CONDITION UPON COMPLETION OF WORK. TRAVEL LANE TRAVEL LANE REM EXIST GRASS STRIP PROP TEMP HMA PAVEMENT (SEE NOTE 8) (SEE PAVEMENT NOTES) TYPE III BARRICADE (TYP)R9-9, M4-9bSL EXISTING SIDEWALK R9-9, M4-9bSR ROUTE 6A TEMP PEDESTRIAN BARRICADE (TYP) PEDESTRIAN BYPASS SCALE: NTS PEDESTRIAN BYPASS DETAIL (ROUTE 6A) TEMP PEDESTRIAN PATH (5' MIN WIDTH) EXISTING GRASS STRIP PROP WORK ZONE (TYP) TEMP CONSTRUCTION FENCE (TYP) PAVEMENT NOTES: SURFACE: 2" HOT MIX ASPHALT BASE COURSE SUBBASE: EXIST LOAM (COMPACTED) A.PAVEMENT COURSE TO BE COMPACTED USING SMALL VIBRATORY ROLLER. B.GRADE TO DRAIN AS NECESSARY. C.TEMP HMA WALKWAY SHALL BE FLUSH TO THE EXIST SIDEWALK. MA-W20-7b W20-4c MA-W20-7b W20-1c W20-1c W20-1c MA-R2-10e MA-R2-10e MA-R2-10e WORK AREAREFLECTORIZED DRUMS @ 10' O.C. (SEE GENERAL NOTE 7) REFLECTORIZED DRUMS @ 20' O.C. (SEE GENERAL NOTE 9) MA-R2-10a MA-R2-10a W20-4c W20-4c D C A B 100' MAX D C AB 10 0 ' M A X 50 ' DCA B 11' TYP 11 ' TY P MA-W20-7b MA-R2-10a MAJOR ST W20-1c W20-1c MA-R2-10e MA-R2-10e WORK AREA REFLECTORIZED DRUMS @ 20' O.C. (SEE GENERAL NOTE 9) W20-1c D C A B 10 0 ' M A X DCA B 100' MAX 50' D C A B 11 ' TY P 11' TYP MA-W20-7b MA-R2-10a MA-R2-10a W20-4c MA-R2-10a MA-R2-10e W20-4c MA-W20-7b W20-4c MA-W20-7b MAJOR ST M I N O R S T M I N O R S T REFLECTORIZED DRUMS @ 10' O.C. (SEE GENERAL NOTE 7) DBYLDBYL PROP TYPE III BARRICADE (TYP) REFLECTORIZED DRUMS @ 20' O.C. (SEE GENERAL NOTE 9) REFLECTORIZED DRUMS @ 10' O.C. IN TAPER AREAS (SEE GENERAL NOTE 7) MA-R2-10a W20-4c MA-R2-10a W20-4c SCALE: NTS TYPICAL TWO-WAY STREET LANE CLOSURE ALTERNATING TRAFFIC 100' MAXDCA B 100' MAX D D B BUFFER 100'-150'WORK AREA 11' MIN MA-R2-10e W20-1c MA-W20-7b W20-1c MA-R2-10e MA-W20-7b C A C/2 D/2 C/2D/2 MA-W28-1 (SEE NOTE 4) MA-W28-1 (SEE NOTE 4) NOTES: 1.REFER TO ADVANCE SIGN SPACING TABLE ON SHEET 59. 2.AT MILLSTONE RD SHARED USE PATH, POLICE DETAIL TO COORDINATE BICYCLE & PEDESTRIAN ACCESS THROUGH CONSTRUCTION WORK ZONE. 3.SEE PEDESTRIAN BYPASS DETAIL (ROUTE 6A) DETAIL FOR NORTH SIDEWALK WORK. 4.TEMP PORTABLE RUMBLE STRIP AND ASSOCIATED SIGN (MA-W28-1) SIGN ARE REQUIRED ON ROUTE 6A UNLESS DIRECTED BY MASSDOT. THEY MAY BE OMITTED ON TOWN ROADWAYS UNLESS DIRECTED BY THE ENGINEER. TEMP PORTABLE RUMBLE STRIP (SEE NOTE 4) TEMP PORTABLE RUMBLE STRIP (SEE NOTE 4) 14 1 7 0 . 0 0 _ H D ( T T C P ) . D W G 25 - O c t - 2 0 2 3 12 : 0 8 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD TEMPORARY TRAFFIC CONTROL PLANS SHEET 61 OF 123 MA-W20-7b W20-1c MA-R2-10e MA-R2-10e MA-R2-10e PROP WORK ZONE REFLECTORIZED DRUMS @ 10' O.C. (SEE GENERAL NOTE 7) REFLECTORIZED DRUMS @ 10' O.C. (SEE GENERAL NOTE 9) W20-1c 10 0 ' 10 0 ' 10 0 ' M A X DCA B 100' MAX 50' MAX 10 0 ' 10 0 ' D C A B 11 ' TY P 5' MIN SCALE: NTS ONE LANE BI-DIRECTIONAL TRAFFIC AT SHARED-USE PATH - NEAR SIDE MA-W20-7b MA-R2-10a MA-R2-10a W20-1b MA-R2-10e W20-4c MA-W20-7b W20-1b W20-4c MA-W20-7b MILLSTONE RD SH A R E D - U S E P A T H MA-W20-7b W20-1b MA-W20-7bW20-1c W20-1c MA-R2-10e MA-R2-10e MA-R2-10e PROP WORK ZONE REFLECTORIZED DRUMS @ 10' O.C. (SEE GENERAL NOTE 7) REFLECTORIZED DRUMS @ 10' O.C. (SEE GENERAL NOTE 9) MA-R2-10a MA-R2-10a W20-4c W20-4c W20-1b MA-W20-7b D C A B 100' MAX 10 0 ' 10 0 ' 10 0 ' M A X 50 ' M A X DCA B 10 0 ' 10 0 ' 11 ' TY P SCALE: NTS ONE LANE BI-DIRECTIONAL TRAFFIC AT SHARED-USE PATH - FAR SIDE MA-W20-7b MA-R2-10e MILLSTONE RD SH A R E D - U S E P A T H 5' MIN NOTES: 1.ADVANCE WARNING SIGN PLACEMENT TO BE ADJUSTED AS NECESSARY. 2.REFER TO ADVANCE SIGN SPACING TABLE ON SHEET 59. 3.POLICE DETAIL TO ASSIST PEDESTRIANS & BICYCLISTS THROUGH CONSTRUCTION ZONE. NOTES: 1.ADVANCE WARNING SIGN PLACEMENT TO BE ADJUSTED AS NECESSARY. 2.REFER TO ADVANCE SIGN SPACING TABLE ON SHEET 59. 3.POLICE DETAIL TO ASSIST PEDESTRIANS & BICYCLISTS THROUGH CONSTRUCTION ZONE. SEE NOTE 3 SEE NOTE 3 6 137 CA P E C O D RA I L T R A I L FREEMANS WAY CLIFF POND 124 CAPE COD BAY NICKERSON STATE PARK MI L L S T O N E R D 1050' 150' 1050' 150' 350' 350' W20-1c W16-8P(1) MA-R2-10a MA-R2-10e W20-1c W16-8P(1) MA-R2-10a MA-R2-10e 10 5 0 ' 15 0 ' 35 0 ' 10 5 0 ' 15 0 ' 35 0 ' W20-1c W16-8P(1) MA-R2-10a MA-R2-10e W20-1c W16-8P(1) MA-R2-10a MA-R2-10e 6A MAIN ST MAIN ST LON G P O N D R D HA R W I C H R D MID C A P E H W Y DEE R R D 30 0 ' 50 ' 300' 50' 30 0 ' 50 ' 300' 50' W20-1c MA-R2-10a MA-R2-10e W20-1c MA-R2-10a MA-R2-10e W20-1c MA-R2-10a MA-R2-10e MA-R2-10e W20-1c MA-R2-10a SA C H E M D R PCMS #1 (LOCATED ON THE RIGHT SIDE OF MAIN STREET (ROUTE 6A) EB IN GRASSY AREA APPROXIMATELY 50' EAST OF SACHEM DR) PCMS #2 (LOCATED ON THE RIGHT SIDE OF MAIN STREET (ROUTE 6A) WB IN GRASSY AREA AT MAIN STREET (ROUTE 6A) AT LINDELL LANDING RD) LI N N E L L LA N D I N G R D 300' 50' W20-1c W16-8P(1) MA-R2-10a PCMS #3 (LOCATED ON THE RIGHT SIDE OF LONG POND ROAD (ROUTE 137) NB IN GRASSY AREA APPROXIMATELY 250' SOUTH OF ALLEN DR) ALLEN DR PCMS #4 (LOCATED ON THE RIGHT SIDE OF LONG POND ROAD (ROUTE 137) SB IN GRASSY AREA APPROXIMATELY 200' NORTH OF CROWELLS BOG RD) CROWELLS BOG RD RUSSELLS PATH BEACH PLUM LN MOSS LN PROJECT END STA. 330+22.05 N 2734201.6705 E 1050765.4612 PROJECT BEGIN STA. 200+00.00 N 2745719.9080 E 1053228.9749 14 1 7 0 . 0 0 _ H D ( T T C P _ A S P ) . D W G 25 - O c t - 2 0 2 3 12 : 0 8 P M Pl o t t e d o n 2000 SCALE: 1" = 2000' 0 4000 6000 8000 N NA D 8 3 TOWN OF BREWSTER MILLSTONE ROAD TEMPORARY TRAFFIC CONTROL PLANS SHEET 62 OF 123 PCMS NOTES: 1.PCMS SHALL BE INSTALLED WITHIN THE EXISTING RIGHT-OF-WAY (ROW) OFF THE ROADWAY AT APPROX. LOCATIONS SHOWN OR AS DIRECTED BY THE TOWN OF BREWSTER. PCMS SHALL NOT BLOCK EXIST SIDEWALK. 2.DATE AND TIMES ON PCMS MESSAGING SHALL BE COORDINATED WITH THE TOWN OF BREWSTER. 3.CONTRACTOR SHALL PROVIDE PCMS A MINIMUM OF 14 DAYS PRIOR TO START OF CONSTRUCTION OR AS DIRECTED BY THE TOWN OF BREWSTER. 4.CONTRACTOR SHALL REMOVE ALL PCMS SHOWN AT THE COMPLETION OF CONSTRUCTION UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PCMS #1, #2, #3, #4 MESSAGE TEXT 14 DAYS PRIOR TO START OF CONSTRUCTION 14 DAYS POST START OF CONSTRUCTION MILLSTON RD WORK BEGINS MILLSTON RD WORK AHEAD DAY DATE TIME USE CAUTION 14 1 7 0 . 0 0 _ H D ( T T C P ) . D W G 25 - O c t - 2 0 2 3 12 : 0 8 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD TEMPORARY TRAFFIC CONTROL PLANS SHEET 63 OF 123 IDENTIFI- CATION NUMBER SIZE OF SIGN WIDTH HEIGHT TEXT TEXT DIMENSIONS (INCHES) LETTER HEIGHT VERTICAL SPACING ARROW RTE. MKR. COLOR BACK- GROUND LEGEND BORDER 2004 EDITION"; AS AMENDED HIGHWAY SIGNS, SEE FHWA "STANDARD TEMPORARY TRAFFIC CONTROL SIGN SUMMARY WHITE MA-R2-10a 48"36" MA-R2-10e W20-1c 36"36" BLACK BLACK BLACK BLACK ORANGE ESCENT FLUOR- WHITE ORANGE ESCENT FLUOR- AS PER MASSDOT STANDARD 36"48" ORANGE BLACK BLACKESCENT FLUOR- NOTES: 1.HIGH INTENSITY REFLECTIVE SHEETING SHALL BE USED FOR ALL SIGNS. SEE FHWA "STANDARD HIGHWAY SIGNS, 2004 EDITION" FOR TEXT DIMENSIONS, AS AMENDED; THE 1977 MASSHIGHWAY DEPARTMENT CONSTRUCTION AND TRAFFIC STANDARD DETAILS, AS AMENDED, FOR SIGNS AND SUPPORTS; THE MASSHIGHWAY DEPARTMENT SIGN LISTINGS 1993 EDITION, AS AMENDED; THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR MOUNTING REQUIREMENTS; AND THE 2017 MassDOT STANDARD SIGNS BOOK, AS AMENDED. 2.ALL SIGNS SHOWN GRAPHICALLY FOR INFORMATION ONLY. SIGN VENDOR SHALL FABRICATE ALL SIGNS IN ACCORDANCE WITH THE APPLICABLE STANDARDS. ________ ________ DOUBLED FINES SPEEDING WORK ZONE FINES END DOUBLE WORK END ROAD ROAD WORK AHEAD R4-7b BLACK BLACKWHITE24"30" W8-15 36"36" ORANGE BLACK BLACKESCENT FLUOR- W8-9 36"36" ORANGE BLACK BLACKESCENT FLUOR- W8-8 W8-3 W8-1 36"36" 36"36" ORANGE BLACK BLACKESCENT FLUOR- ORANGE BLACK BLACKESCENT36"36" ORANGE BLACK BLACKESCENT FLUOR- FLUOR- GROOVED PAVEMENT W20-1b 36"36" ORANGE BLACK BLACKESCENT FLUOR-PATH WORK AHEAD W20-4c 36"36" ORANGE BLACK BLACKESCENT FLUOR- MA-W20-7b 36"36" ORANGE BLACK BLACKESCENT FLUOR- W21-7 36"36" ORANGE BLACK BLACKESCENT FLUOR- AS PER MASSDOT STANDARD 2004 EDITION"; AS AMENDED HIGHWAY SIGNS, SEE FHWA "STANDARD ONE LANE ROAD AHEAD POLICE OFFICER AHEAD UTILITY WORK AHEAD ORANGE BLACK BLACKESCENT FLUOR- W16-8P(1)Millstone Rd30"12" ORANGE BLACK BLACKESCENT FLUOR-AS PER MASSDOT STANDARD MA-W28-1 36"36"RUMBLE STRIPS AHEAD M4-9bSL M4-9bSR 30"24" 30"24" ORANGE BLACK BLACKESCENT FLUOR- ORANGE BLACK BLACKESCENT FLUOR- 2004 EDITION"; AS AMENDED HIGHWAY SIGNS, SEE FHWA "STANDARD 24"R9-9 12"BLACK BLACKWHITESIDEWALK CLOSED PC +64.6 3 PT + 0 9 . 6 8 N NAD 83 20 SCALE: 1" = 20' 0 50 100 PU R I T A N (T O W N W A Y - 4 0 ' W I D E ) RO U T E 6 A (S T A T E H I G H W A Y - V A R I A B L E W I D T H ) MILLS T O N E R O A D (TOW N W A Y - 4 0 ' W I D E ) RET UP RET UP RET UP RET UP R&R U P & G U Y ( B O ) ; PRO P C O N D U I T & H H FOR R I S E R R E L O R&R U P ( B O ) RET RET HYD DR I V E 2 1 6 510 9 8 7 13 15 14' - 12" HDPE 3' - 12" HDPE 10' - 12" HDPE 10' - 12" HDPE REM RET 11 RET UP R&R G U Y ( B O ) RET RET RET RET LIMIT OF WORK STA 200+17.68 N 2745704.037 E 1053236.773 RET GUY RET UP MILLSTO N E R D C O N S T B L REM 12" PIPE REM 12" PIPE 200 201 202 203 204 205 17' - 12" HDPE RET GUY PC +25.16PT +09.68 N NAD 83 20 SCALE: 1" = 20' 0 50 100 MILLSTONE ROAD (TOWN WAY - 40' WIDE) CA P E C O D R A I L T R A I L (D E P A R T M E N T O F C O N S E R V A T I O N & R E C R E A T I O N - 8 2 . 5 ' W I D E ) CA P E C O D R A I L T R A I L (D E P A R T M E N T O F C O N S E R V A T I O N & R E C R E A T I O N - 8 2 . 5 ' W I D E ) R&R UP & GUY (BO); PROP CONDUIT & HH FOR RISER RELO R&R UP (BO) R&R UP (BO) R&R UP (BO) R&R UP (BO); PROP CONDUIT & HH FOR SERVICE RELO (BO) R&R UP (BO) R&R UP (BO ) R&R UP (BO) ADJ RET R&R HYD 13 15 14 12 18 19 22 21 24 35' - 12" HDPE 7' - 12" HDPE 5' - 12" HDPE 4' - 12" HDPE 4' - 12" HDPE 29' - 12" HDPE 19' - 12" HDPE 3' - 12" HDPE 22' - 12" HDPE 11 16 17 R&R GUY (BO) RET RET REM RET RET RET RET MILLSTONE RD CONST BL 205 206 207 208 209 210 26 2320 ABAN PIPE R&R GUY (BO) PROP LEACHING GALLEYS (3) PROP LEACHING GALLEYS (13) PROP 6X6 INCH TAPPING SLEEVE INTO SERVICE LINE PROP 5' - 6" DIP R&R W/ SIDEWALK GUY (BO) 255' - 12" HDPE 190' - 12" HDPE MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 1 2 TYPE CB LB STATION 200+49.6 13.5 LT 200+51.2 32.6 LT RIM ELEV. 44.33 42.46 INV. IN (1) 38.00 INV. OUT (2) 38.30 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 5 6 7 8 9 TYPE CB CB EX CB LB LB STATION 202+53.7 5.9 RT 202+53.6 11.5 RT 202+74.2 11.5 RT 202+13.0 6.3 RT 202+29.4 6.6 RT RIM ELEV. 44.55 44.37 44.53 45.05 44.91 INV. IN (7) 39.98 (9) 39.51 (10) 39.80 INV. OUT (10) 40.09 (10) 40.17 (5) 40.37 (8) 39.59 REMARKS PROP FRAME & COVER REMODEL MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 11 12 13 14 15 TYPE EX CB CB CB CB DMH STATION 205+45.5 14.5 LT 205+56.9 14.5 LT 205+44.2 11.5 RT 205+56.9 11.5 RT 205+50.9 6.2 RT RIM ELEV. 48.88 48.86 49.04 49.00 49.25 INV. IN (13) 44.93 (14) 44.90 INV. OUT (16) 44.60 (16) 43.87 (15) 44.97 (15) 44.94 (17) 43.00 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 16 17 TYPE EX DMH EX DMH STATION 205+55.0 25.0 LT 205+73.3 23.7 LT RIM ELEV. 48.97 46.45 INV. IN (12) 43.80 (11) 44.42 (15) 42.45 INV. OUT REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 21 22 23 TYPE CB CB LG STATION 208+49.9 15.9 LT 208+49.9 11.5 RT 208+44.6 16.2 RT RIM ELEV. 55.17 55.23 56.00 INV. IN (25) 49.70 (21) 49.90 INV. OUT (25) 50.20 (25) 51.23 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 10 TYPE LB STATION 202+45.5 6.3 RT RIM ELEV. 44.76 INV. IN (5) 40.01 (6) 39.69 INV. OUT (9) 39.88 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 18 19 20 TYPE CB CB LG STATION 207+00.5 11.5 RT 207+02.9 15.4 LT 206+93.3 15.7 RT RIM ELEV. 51.89 51.70 51.79 INV. IN (18) 47.79 (19) 46.79 INV. OUT (20) 47.89 (20) 47.70 REMARKS CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 0 4 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 65 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 64 OF 123 CO N T I N U E D AB O V E PC +52.58PT +85.27 N NAD 83 20 SCALE: 1" = 20' 0 50 100 HE N R Y ' S R O A D (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' WIDE) R&R UP (BO) R&R UP (BO) R&R UP (BO); PROP CONDUIT & HH FOR SERVICE RELO RET VZ/EVERSOURCE TO REPLACE POLE (BO) R&R HYD RET RET 24 28 27 30 22' - 12" HDPE 20' - 12" HDPE 6' - 12" HDPE 18' - 12" HDPE ADJ ADJ ADJ RET MILLSTONE RD CONST BL210 211 212 213 214 215 216 37 32 29 26 PROP LEACHING GALLEYS (5) PROP LEACHING GALLEYS (5) PROP 6X6 INCH TAPPING SLEEVE INTO EXIST SERVICE LINE PROP 4'-6" DIP PROP GUY (BO) 190' - 12" HDPE 200' - 12" HDPE PRC +79.92 PRC +37.55 N NAD 83 20 SCALE: 1" = 20' 0 50 100 KI N G P H I L I P R O A D (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' WIDE) R&R UP (BO); PROP CONDUIT & HH FOR SERVICE RELO PROP DMH; BUILD OVER EXIST PIPE RET CB; ADD F&C R&R UP (BO) R&R UP (BO); PROP CONDUIT & HH FOR SERVICE RELO R&R UP (BO) RET HYD ADJ WG R&R UP (BO) RET 34 35 36 33 38 39 41 42 13' - 12" HDPE 6' - 12" HDPE 20' - 12" HDPE 3' - 12" HDPE 30' - 12" HDPE 6' - 12" HDPE ADJ R&R GUY (BO) RET ABAN REM RET REM REM R&R GUY (BO) RET WG MILLSTONE RD CONST BL ABAN PIPE ABAN PIPE RET PIPE216 217 218 219 220 221 222 4340 37 PROP LEACHING GALLEYS (5) PROP LEACHING GALLEYS (4) PROP LEACHING GALLEYS (4) RET ELEC MTR MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 24 26 TYPE CB DMH STATION 210+49.0 17.3 LT 210+38.6 6.2 RT RIM ELEV. 59.95 59.66 INV. IN (24) 55.88 (29) 55.80 INV. OUT (26) 55.95 (25) 55.44 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 27 28 29 TYPE CB CB DMH STATION 212+50.0 16.6 LT 212+50.3 11.5 RT 212+41.7 6.1 RT RIM ELEV. 65.36 65.32 65.08 INV. IN (28) 60.94 (27) 60.94 INV. OUT (29) 61.36 (29) 61.04 (26) 60.05 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 30 32 TYPE CB LG STATION 214+49.6 16.0 LT 214+43.6 6.0 RT RIM ELEV. 75.82 76.62 INV. IN (30) 71.62 INV. OUT (32) 71.82 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 33 34 35 36 37 TYPE EX CB CB DMH EX CB LG STATION 216+43.9 16.1 LT 216+49.3 11.5 RT 216+48.5 18.5 RT 216+58.4 18.4 RT 216+41.8 6.1 RT RIM ELEV. 81.20 81.73 82.31 85.41 81.62 INV. IN (36) 76.60 (33) 76.80 (35) 76.30 (34) 77.62 INV. OUT (36) 77.20 (37) 77.73 (37) 76.50 (35) 76.70 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 38 39 40 TYPE CB CB LG STATION 218+60.2 11.5 RT 218+66.9 15.4 LT 218+54.6 6.0 RT RIM ELEV. 86.38 86.16 86.23 INV. IN (38) 82.23 (39) 82.05 INV. OUT (40) 82.28 (40) 82.16 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 41 42 43 TYPE CB CB LG STATION 220+35.7 15.5 LT 220+57.1 11.5 RT 220+48.1 15.5 RT RIM ELEV. 87.34 87.69 88.16 INV. IN (41) 83.16 (42) 83.56 INV. OUT (43) 83.34 (43) 83.69 REMARKS CO N T I N U E D O N SH E E T N O . 64 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 0 6 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 66 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 65 OF 123 CO N T I N U E D AB O V E PC +85.43 PT +79.15 PT +98.82 N NAD 83 20 SCALE: 1" = 20' 0 50 100 (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROA D (TOWN WAY - 40' W I D E ) BL U E B E R R Y PO N D D R I V E PROP CONDUIT & HH FOR SERVICE RELO RET R&R UP (BO) R&R UP (BO) RET UP RET 45 47 48 50 51 6' - 12" HDPE 29' - 12" HDPE 4' - 12" HDPE 22' - 12" HDPE 7' - 12" HDPE R&R GUY (BO) REM REM R&R GUY (BO)RET TEL P E D MILLSTONE RD CONST BL ABAN PIPE 222 223 224 225 226 227 228 52 49 46 PROP LEACHING GALLEYS (4) PROP LEACHING GALLE Y S ( 5 ) PROP LEA C H I N G GALLEYS ( 4 ) RET ELEC MTR R&R GUY (BO) PC +33.84 PT +98.82 N NAD 83 20 SCALE: 1" = 20' 0 50 100 PI N E W O O D (P R I V A T E W A Y - 4 0 ' W I D E ) AN A W A N R O A D (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) R&R UP (BO); PROP CONDUIT & HH FOR RISER RELO RET UP RET UP R&R TEL PED (BO) DR I V E 54 53 56 57 64 20' - 12" HDPE 7' - 12" HDPE 22' - 12" HDPE 4' - 12" HDPE REM RET REM REM ADJ RET RET RET HYD REM GUY (BO) MILLSTONE RD CONST BLREM PIPE ABAN PIPE 228 229 230 231 232 233 58 55 PROP LEACHING GALLEYS (5) PROP LEACHING GALLEYS (5) R&R GUY (BO) MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 45 46 TYPE CB LG STATION 223+00.8 17.6 LT 223+02.8 7.7 LT RIM ELEV. 90.84 106.74 INV. IN (45) 86.76 INV. OUT (46) 86.84 REMARKS (46) MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 47 48 49 TYPE CB CB LG STATION 224+97.3 11.5 RT 225+15.2 18.0 LT 224+91.2 6.0 RT RIM ELEV. 94.10 94.29 94.16 INV. IN (47) 90.06 (48) 89.86 INV. OUT (49) 90.10 (49) 90.29 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 50 51 52 TYPE CB CB LG STATION 227+00.2 11.5 RT 227+21.1 18.0 LT 227+10.2 8.1 RT RIM ELEV. 97.55 98.27 98.07 INV. IN (51) 94.07 (50) 93.47 INV. OUT (52) 93.55 (52) 94.28 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 53 54 55 TYPE EX CB CB LG STATION 229+06.0 17.0 LT 229+07.9 11.5 RT 228+99.1 6.0 RT RIM ELEV. 101.70 102.79 102.78 INV. IN (53) 97.50 (54) 98.65 INV. OUT (55) 97.70 (55) 98.79 REMARKS REMODEL MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 56 57 58 TYPE CB CB LG STATION 231+50.2 11.5 RT 231+54.4 17.6 LT 231+58.1 10.0 RT RIM ELEV. 109.51 110.05 109.79 INV. IN (56) 105.30 (57) 105.79 INV. OUT (58) 105.34 (58) 106.05 REMARKS CO N T I N U E D O N SH E E T N O . 65 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 0 7 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 67 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 66 OF 123 CO N T I N U E D AB O V E N NAD 83 20 SCALE: 1" = 20' 0 50 100 PI N E W O O D (P R I V A T E W A Y - 4 0 ' W I D E ) SA N D P I P E R (P R I V A T E W A Y - 4 0 ' W I D E ) HO B N O B R O A D (T O W N W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) RET UP RET UP R&R UP (BO) RET UP (BO) RET RET R&R TEL PED (BO) R&R TEL PE D ( B O ) RET UP DR I V E LA N E 6165 64 59 60 62 63 66 67 42' - 12" HDPE 33' - 12" HDPE 26' - 12" HDPE 9' - 12" HDPE 17' - 12" HDPE 3' - 12" HDPE 6' - 12" HDPE REM RET GUY (BO) RET HYD MILLSTON E R D C O N S T B L REM PIPE 2' - 12" HDPE 68 PROP LEACH I N G GALLEYS (4) 15' - 12" HDPE R&R GUY (BO ) PC +70.77 PT +48.24 PCC +61.22 N NAD 83 20 SCALE: 1" = 20' 0 50 100(P R I V A T E W A Y - 4 0 ' W I D E ) PI L G R I M ' S W A Y (P R I V A T E W A Y - 4 0 ' W I D E ) FA W N R O A D (T O W N W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) RET UP (BO) RET UP (BO) RET UP RET UP RET UP RET UP RET RE D 69 73 72 77 75 80 81 79 78 76 6' - 12" HDPE 36' - 12" HDPE 5' - 12" HDPE 23' - 12" HDPE 42' - 12" HDPE 13' - 12" HDPE 20' - 12" HDPE 8' - 12" HDPERET GU Y (BO) RET GUY (BO) REM REM R&R W/ SIDEWALK GUY (BO) ADJ REMOD MILLSTONE RD CONST BL REM PIPE REM PIPE REM PIPE 240 241 242 243 244 245 71 74 15' - 12" HDPE PROP LEACHING GALLEYS (4) PROP LEACHING GALLEYS (5) REM PIPE RET GUY RET UP MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 59 60 61 62 63 64 65 TYPE CB CB CB CB DMH LB LB STATION 234+34.9 19.5 LT 234+52.1 19.5 LT 234+34.9 11.5 RT 234+52.1 11.5 RT 234+39.5 15.0 RT 233+86.8 19.8 RT 234+08.6 19.9 RT RIM ELEV. 118.58 118.73 118.79 119.02 118.87 118.96 118.57 INV. IN (61) 114.77 (62) 114.77 (60) 114.57 (65) 114.06 (63) 114.27 (59) 114.27 INV. OUT (65) 114.58 (63) 114.73 (63) 114.79 (63) 115.02 (65) 114.47 (64) 114.17 REMARKS (63) MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 66 67 68 TYPE CB CB LG STATION 238+00.1 11.5 LT 238+05.4 11.5 RT 238+11.3 6.0 RT RIM ELEV. 116.62 116.28 116.35 INV. IN (66) 112.27 (67) 112.20 INV. OUT (68) 112.51 (68) 112.28 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 69 71 TYPE CB LG STATION 240+00.2 20.5 LT 240+09.9 19.7 LT RIM ELEV. 112.86 107.81 INV. IN (69) 105.31 INV. OUT (71) 108.86 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 72 73 74 TYPE CB CB LG STATION 242+00.0 19.5 LT 242+00.2 11.5 RT 241+99.8 22.0 RT RIM ELEV. 107.41 107.98 108.16 INV. IN (73) 103.91 (72) 103.20 INV. OUT (74) 103.41 (74) 103.95 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 75 76 77 78 TYPE EX CB CB CB CB STATION 243+91.2 21.2 LT 244+12.3 21.2 LT 243+96.1 11.5 RT 244+12.6 11.5 RT RIM ELEV. 104.77 104.74 104.88 104.83 INV. IN INV. OUT (80) 100.77 (79) 100.74 (80) 100.88 (79) 100.83 REMARKS REMODEL MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 79 80 81 TYPE DMH LB LB STATION 244+00.8 23.8 RT 243+84.0 6.0 RT 243+62.6 6.0 RT RIM ELEV. 105.40 105.04 105.15 INV. IN (76) 100.40 (78) 100.70 (75) 100.50 (77) 100.83 (79) 100.04 (80) 99.75 INV. OUT (80) 100.30 (81) 99.94 REMARKS CO N T I N U E D O N SH E E T N O . 66 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 0 8 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 68 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 67 OF 123 CO N T I N U E D AB O V E PT +34.8 6 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 PI L G R I M ' S W A Y (P R I V A T E W A Y - 4 0 ' W I D E ) F A R M W A Y (P R I V A T E W A Y - 5 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) R&R HYD ADJ RET UP RET UP RET UP LU N D 82 86 84 85 2' - 12" HDPE 41' - 12" HDPE 12' - 10" DIP 10' - 12" HDPE AD J RET GUY RET MILLSTO N E R D C O N S T B L 246 247 248 249 250 251 83 87 PROP LE A C H I N G G A L L E Y S ( 2 ) PROP LEACHING GA L L E Y S ( 3 ) PROP 6X6 INCH TAPPING SLEEVE INTO EXIST SERVICE LINE PROP 5' - 6" DIP RET U P R&R W/ SID E W A L K GUY (BO) RET GUY PC +58 . 9 8 PCC +75.59 N NAD 8 3 20 SCALE: 1" = 20' 0 50 100 JOE (PR I V A T E W A Y - 4 0 ' W I D E ) MILL S T O N E R O A D (TOW N W A Y - 5 0 ' W I D E ) RET HYD RET RET UP RET UP RET U P LO N G R O A D RET RET 90 89 88 92 101 100 99 97 98 96 94 95 7' - 12" HDPE 12' - 12" HDPE 15' - 10" DIP 10' - 12" HDPE 10' - 12" HDPE 10' - 12" HDPE 33' - 12" HDPE 6' - 12" HDPE 10' - 12" HDPE 19' - 12" HDPE 3' - 12" HDPE RET RET GUY REM G U Y MILLSTONE RD C O N S T B L 251 252 253 254 255 256 257 91 93 PROP LEACHING GALLEYS (4) PROP LEACHING GALLEYS (3) R&R W/ S I D E W A L K R&R W / S I D E W A L K GUY (B O ) PRO P P U S H BRA C E ( B O ) MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 82 83 TYPE CB LG STATION 247+00.2 11.5 LT 247+01.0 18.6 LT RIM ELEV. 106.12 107.33 INV. IN (82) 102.08 INV. OUT (83) 102.12 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 84 85 86 87 TYPE GI CB CB LG STATION 250+13.5 11.5 LT 250+13.0 14.9 RT 250+00.5 19.2 LT 249+86.6 22.1 LT RIM ELEV. 106.05 105.89 106.15 103.53 INV. IN (84) 101.50 (86) 98.53 (85) 99.33 INV. OUT (86) 102.05 (87) 101.89 (87) 101.15 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 88 89 90 91 TYPE CB GI CB LG STATION 251+95.1 17.2 RT 252+00.2 11.5 LT 252+00.2 6.5 RT 252+05.3 22.2 RT RIM ELEV. 105.04 105.60 105.21 105.18 INV. IN (89) 102.70 (88) 100.90 (90) 101.00 INV. OUT (91) 101.04 (90) 103.10 (91) 101.21 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 92 93 TYPE CB LG STATION 253+45.3 17.4 RT 253+69.6 16.0 RT RIM ELEV. 104.52 103.56 INV. IN (92) 100.40 INV. OUT (93) 100.52 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 94 95 96 97 TYPE CB CB DMH CB STATION 254+77.6 11.5 LT 254+98.4 12.4 LT 254+77.6 4.5 LT 254+77.9 18.9 RT RIM ELEV. 102.65 102.40 102.40 100.45 INV. IN (95) 98.30 (94) 98.40 INV. OUT (96) 98.65 (96) 98.40 (100) 98.20 (99) 95.90 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 98 99 100 101 TYPE CB LB LB LB STATION 254+86.7 18.9 RT 254+76.7 29.9 RT 254+60.1 29.6 RT 254+43.4 28.9 RT RIM ELEV. 100.29 99.42 100.12 100.80 INV. IN (97) 95.42 (98) 94.52 (96) 96.12 (99) 94.25 (100) 94.10 INV. OUT (99) 95.29 (100) 94.32 (101) 94.15 REMARKS CO N T I N U E D O N SH E E T N O . 67 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 0 9 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 69 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 68 OF 123 CO N T I N U E D AB O V E PC +51.93 PT +61.77 N NAD 83 20 SCALE: 1" = 20' 0 50 100 FE R N L A N E (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) RET UP RET UP RET UP RET UP RET TEL PED RET RET RET 103 102 109 111 112 113 110 108 106 107 115 1164' - 10" DIP 25' - 12" HDPE 7' - 12" HDPE 6' - 10" DIP 5' - 10" DIP10' - 12" HDPE 10' - 12" HDPE 6' - 12" HDPE 15' - 12" HDPE 13' - 12" HDPE 17' - 12" HDPE 5' - 12" HDPE REM REM REM RET HYD RET WG RET LPL RET TEL PED MILLSTONE RD CONST BL REM PIPE REM PIPE REM PIPE 257 258 259 260 261 262 263 104 105 117 PROP LEACHING GALLEYS (3) PROP LEACHING GALLEYS (5) REM PIPE PC +32.8 5 PT +13.4 2 PCC + 3 5 . 4 9 N NAD 83 20 SCALE: 1" = 20' 0 50 100 AG A S S I Z S T R E E T (P R I V A T E W A Y - 4 0 ' W I D E ) CLIFF POND ROA D (TOWN WAY - VA R I A B L E W I D T H ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) ADJ RET UP ADJ RET UP RET U P RET UP RET RET TEL PED 118 119 122 124 125 123 126 11' - 10" DIP 23' - 12" HDPE 6' - 12" HDPE 10' - 12" HDPE 10' - 12" HDPE 2' - 12" HDPE RET LPL RET TEL P E D RET GUY RET TEL PED RET MILLSTONE RD C O N S T B L 263 264 265 266 267 268 269 128 121 PROP LEACHING GALLEYS (5) PRO P L E A C H I N G GAL L E Y S ( 3 ) ADJ GG (BO) RET GUY MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 115 116 117 TYPE CB CB LG STATION 261+99.5 15.2 RT 262+08.6 11.5 LT 262+00.1 8.0 LT RIM ELEV. 101.65 102.36 102.05 INV. IN (116) 98.05 (115) 97.50 INV. OUT (117) 97.65 (117) 98.36 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 102 103 104 105 TYPE GI CB CB LG STATION 258+50.0 11.5 LT 258+50.0 4.7 LT 258+50.0 16.3 RT 258+30.4 22.8 RT RIM ELEV. 103.83 103.94 103.75 102.43 INV. IN (102) 98.60 (104) 98.20 (103) 98.43 INV. OUT (103) 98.64 (105) 98.72 (105) 98.26 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 106 107 108 109 110 TYPE GI GI CB CB CB STATION 260+80.2 11.5 LT 260+94.2 11.5 LT 260+87.5 5.6 LT 260+79.9 15.7 RT 260+93.9 15.7 RT RIM ELEV. 99.56 99.51 99.67 98.82 98.75 INV. IN (106) 97.00 (107) 96.95 INV. OUT (108) 97.06 (108) 97.00 (112) 96.85 (112) 94.82 (112) 94.74 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 111 112 113 TYPE LB LB LB STATION 260+61.2 5.0 RT 260+77.2 5.1 RT 260+45.2 5.0 RT RIM ELEV. 99.59 99.50 99.85 INV. IN (112) 94.45 (108) 96.70 (109) 94.78 (110) 94.65 (111) 94.25 INV. OUT (113) 94.35 (111) 94.55 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 118 119 121 TYPE GI CB LG STATION 263+88.3 11.5 LT 263+88.2 25.8 LT 263+68.0 7.0 LT RIM ELEV. 110.41 111.31 127.59 INV. IN (118) 106.31 (119) 105.73 INV. OUT (119) 106.41 (121) 107.31 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 122 123 124 125 126 TYPE CB CB LB LB LB STATION 266+20.8 11.5 RT 266+40.8 11.5 RT 266+29.9 6.0 RT 266+45.9 6.0 RT 266+61.9 6.0 RT RIM ELEV. 116.13 116.05 116.08 116.09 116.06 INV. IN (122) 112.08 (123) 112.00 (124) 112.00 (125) 111.80 INV. OUT (124) 112.13 (125) 112.04 (125) 112.06 (126) 111.90 REMARKS CO N T I N U E D O N SH E E T N O . 68 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 1 0 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 70 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 69 OF 123 CO N T I N U E D AB O V E PT +84.81 PCC +96.18 N NAD 8 3 20 SCALE: 1" = 20' 0 50 100 CL I F F P O N D R O A D OL D (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' W I D E ) RET U P R&R UP (BO) RET UP ADJ WG R&R UP (BO ) RET TEL P E D ME A D O W RO A D RET RET RET 127 12910' - 12" HDPE 4' - 12" HDPE MILLSTONE RD CONST BL 269 270 271 272 273 274 275 130 128 ADJ GG (BO) RET TEL PE D R&R GUY (B O ) PROP LEACHI N G GALLEYS (3) PROP LEAC H I N G G A L L E Y S ( 4 ) RET TEL PED RET R&R GUY (BO) RET PC +16.37 PRC +80.53 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 M O S S L A N E (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) ADJ R&R HYD RET UP RET UP RET UP RET 132 131 133 139 141140 142 144 145 143 16' - 12" HDPE2' - 10" DIP 7' - 12" HDPE 5' - 12" HDPE 5' - 12" HDPE 24' - 12" HDPE 4' - 10" DIP 2' - 12" HDPE 138 RE MRE T RE M MILLSTONE RD CONST BL ABAN PIPE ABAN PIPE REM 12" PIPE 275 276 277 278 279 280 146 134 PROP LEACHING GALLEYS (4) PROP LEACHING GALLEYS (4) REM 12" PIPE PROP 6X6 INCH TAPPING SLEEVE INTO EXIST SERVICE LINE PROP 4' - 6" DIP RET GUY RET GUY RET GUY 6' - 12" HDPE MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 127 128 TYPE CB LG STATION 269+50.0 11.5 RT 269+28.5 20.5 RT RIM ELEV. 118.70 117.64 INV. IN (127) 113.64 INV. OUT (128) 113.80 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 129 130 TYPE CBDB LG STATION 274+11.1 11.6 RT 274+06.0 4.0 RT RIM ELEV. 120.12 120.25 INV. IN (129) 115.90 INV. OUT (130) 116.12 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 143 144 145 146 TYPE CB GI CB LG STATION 280+10.1 18.5 RT 280+10.1 11.5 LT 280+05.0 6.0 LT 279+99.2 8.0 LT RIM ELEV. 117.31 117.24 117.38 117.33 INV. IN (144) 114.70 (145) 114.55 (143) 113.03 INV. OUT (146) 113.31 (145) 114.74 (146) 114.60 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 131 132 133 134 TYPE GI CB CB LG STATION 276+19.4 11.5 LT 276+19.5 8.5 LT 276+19.7 11.5 RT 276+30.0 8.0 RT RIM ELEV. 117.40 117.55 118.00 117.86 INV. IN (131) 114.85 (133) 113.86 (132) 113.50 INV. OUT (132) 114.90 (134) 113.69 (134) 114.00 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 138 139 140 141 TYPE EX CB CB LB LB STATION 278+11.4 13.0 RT 278+31.7 11.5 RT 278+11.8 0.0 278+22.6 0.0 RIM ELEV. 115.58 115.76 116.44 116.49 INV. IN (138) 111.35 (138) 111.44 (140) 112.30 INV. OUT (140) 111.40 (140) 111.58 (142) 111.76 (141) 112.44 (142) 112.49 REMARKS REMODEL MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 142 TYPE LB STATION 278+33.3 0.0 RIM ELEV. 116.56 INV. IN (139) 111.60 (141) 112.44 INV. OUT REMARKS CO N T I N U E D O N SH E E T N O . 69 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 1 1 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 71 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 70 OF 123 CO N T I N U E D AB O V E PRC +40.71 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) R&R UP (BO); PROP CONDUIT & HH FOR RISER RELO R&R UP (BO); PROP CONDUIT & HH FOR RISER RELO ADJ ELEC BOX CA P T A I N ' S VI L L A G E LA N E RET UP 148 147 149 157 158 156 154 155 153 151 152 2' - 12" HDPE 6' - 12" HDPE 3' - 10" DIP 17' - 10" DIP 17' - 10" DIP 12' - 12" HDPE 5' - 12" HDPE 4' - 12" HDPE 5' - 12" HDPE 7' - 12" HDPE REM REM REM MILLSTONE RD CONST BL ABAN PIPE ABAN PIPE REM PIPE 281 282 283 284 285 286 150 R&R GUY (BO) RET HYD PROP LEACHING GALLEYS (3) ABAN PIPE R&R GUY (BO) RET GUY PC +15.85PT +44.32PRC +97.51 N NA D 8 3 BE A C H P L U M L A N E (PR I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) RET HYD ADJ ADJ ADJ RET UP RET UP RET UP RET UP 159 164 165 160163 161 162 14' - 12" HDPE 17' - 12" HDPE 17' - 12" HDPE 6' - 12" HDPE 15' - 12" HDPE 6' - 12" HDPE 3' - 12" HDPE MILLSTONE RD CONST BL REM PIPE 287 288 289 290 291 292 20 SCALE: 1" = 20' 0 50 100 RET GUY RET GUY MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 147 148 149 150 TYPE GI CB CB LG STATION 283+91.2 11.5 LT 283+91.2 5.9 LT 283+91.2 11.5 RT 283+88.0 6.0 RT RIM ELEV. 118.24 118.36 118.63 118.58 INV. IN (147) 115.70 (149) 114.36 (148) 114.12 INV. OUT (148) 115.74 (150) 114.24 (150) 114.49 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 151 152 153 154 TYPE GI GI CB CB STATION 285+92.6 11.5 LT 286+12.6 11.5 LT 286+02.7 6.0 RT 285+92.6 11.5 RT RIM ELEV. 116.54 116.64 116.75 116.67 INV. IN (151) 113.80 (152) 113.90 (155) 112.60 INV. OUT (153) 114.04 (153) 114.14 (158) 112.20 (158) 112.67 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 155 156 157 158 TYPE CB LB LB LB STATION 286+12.7 11.5 RT 285+64.6 5.9 RT 285+75.3 5.9 RT 285+86.0 6.0 RT RIM ELEV. 116.76 116.90 116.81 116.75 INV. IN (157) 111.70 (158) 111.90 (154) 112.60 (153) 112.10 INV. OUT (153) 112.76 (156) 111.80 (157) 112.00 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 159 160 161 162 TYPE CB CB CB CB STATION 290+20.1 11.5 LT 290+40.1 11.5 LT 290+20.1 11.5 RT 290+40.1 11.5 RT RIM ELEV. 113.25 113.47 113.82 113.70 INV. IN INV. OUT (164) 109.25 (165) 109.47 (163) 109.82 (163) 109.70 REMARKS OFFSET TOP OFFSET TOP MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 163 164 165 TYPE DMH LB LB STATION 290+27.0 5.5 LT 290+19.4 22.9 LT 290+40.7 22.9 LT RIM ELEV. 113.53 113.21 113.46 INV. IN (161) 109.55 (162) 109.55 (159) 109.21 (165) 108.90 (163) 109.20 (160) 109.40 INV. OUT (165) 109.40 (164) 109.10 REMARKS CO N T I N U E D O N SH E E T N O . 70 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 1 2 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 72 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 71 OF 123 CO N T I N U E D AB O V E PC +1 5 . 8 5 PRC +69.65 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 LA N E (P R I V A T E W A Y - 4 0 ' W I D E ) BA R O N ' S W A Y (PR I V A T E W A Y - 4 0 ' W I D E ) BE A C H P L U M L A N E (PR I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROA D (TOWN WAY - 50' W I D E ) ADJ ADJ ADJ ADJ RET U P RET UP RET UP RET UP RET UP CR I C K E T 169 171 172 170 173 168 166 167 174 176 175 5' - 12" HDPE 5' - 12" HDPE 3' - 12" HDPE 5' - 12" HDPE 3' - 12" HDPE 7' - 12" HDPE 8' - 12" HDPE 9' - 12" HDPE 8' - 12" HDPE 3' - 10" DIP RE M RE M RET WG MILLSTONE RD CONST BL MILLSTONE RD CONST BL ABAN PIPE REM 12" PIPE293 294 295 296 297 298 177 RET GUY PROP LEACHING GALL E Y S ( 4 ) RET GUY RET G U Y PT +24.93 PCC +55.8 9 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 CI R C L E (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' W I D E ) R&R UP (BO) RET UP R&R UP (BO ) R&R UP (BO ) ; PROP CONDUIT & H H FOR RISER RELO RET HYD 179 180 184 185 188 186 190 191 198 199 17' - 12" HDPE 2' - 10" DIP 7' - 12" HDPE 8' - 10" DIP 2' - 10" DIP 15' - 12" HDPE 23' - 12" HDPE 6' - 12" HDPE 2' - 12" HDPE 4' - 12" HDPE CIT MILLSTO N E R D C O N S T B L REM 12" PIP E 298 299 300 301 302 303 304 178 192 181 R&R GUY (B O ) PR E L L PROP LE A C H I N G GALLEYS ( 4 ) PROP LEACHING GALLEYS ( 3 ) REM 12" PIPEABAN PIPE R&R GUY (BO) RET GUY REM (BO) 189 R&R TEL PED (BO) R&R GUY (B O ) MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 166 167 168 169 TYPE CB CB DMH CB STATION 292+99.4 11.5 LT 293+19.4 11.5 LT 293+09.7 5.5 LT 292+99.4 11.5 RT RIM ELEV. 112.76 112.75 112.74 112.59 INV. IN (166) 108.65 (167) 108.65 INV. OUT (168) 108.76 (168) 108.75 (172) 108.55 (171) 108.59 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 174 175 176 177 TYPE CB GI CB LG STATION 297+30.4 18.2 RT 297+37.9 11.6 LT 297+38.0 5.6 LT 297+45.0 4.0 RT RIM ELEV. 111.55 111.32 111.55 111.73 INV. IN (175) 108.78 (174) 107.40 (176) 107.40 INV. OUT (177) 107.55 (176) 108.82 (177) 107.55 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 170 171 172 173 TYPE CB LB LB LB STATION 293+19.4 11.5 RT 292+98.8 3.9 RT 293+09.6 4.0 RT 293+20.3 4.0 RT RIM ELEV. 112.57 112.70 112.70 112.69 INV. IN (169) 108.55 (168) 108.50 (171) 108.40 (170) 108.55 (172) 108.20 INV. OUT (173) 108.57 (172) 108.45 (173) 108.30 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 190 191 192 TYPE CB CB LG STATION 302+21.0 11.5 LT 302+20.3 16.8 RT 302+03.0 6.0 LT RIM ELEV. 110.53 110.62 110.37 INV. IN (191) 106.37 (190) 106.37 INV. OUT (192) 106.53 (192) 106.62 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 178 179 180 181 TYPE CB GI CB LG STATION 299+35.3 11.5 RT 299+35.0 11.5 LT 299+34.9 6.0 LT 299+26.6 7.4 LT RIM ELEV. 110.85 110.58 110.72 110.71 INV. IN (179) 108.05 (178) 106.71 (180) 106.40 INV. OUT (181) 106.85 (180) 108.08 (181) 106.44 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 184 185 186 188 TYPE CB GI GI LB STATION 300+97.0 6.6 LT 300+93.3 11.0 LT 301+07.0 11.0 LT 300+63.2 7.1 LT RIM ELEV. 109.95 109.84 109.77 110.15 INV. IN (186) 107.15 (185) 107.32 INV. OUT (189) 105.94 (184) 107.34 (184) 107.27 (189) 105.75 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 189 TYPE LB STATION 300+84.7 7.1 LT RIM ELEV. 110.02 INV. IN (184) 105.85 (188) 105.50 INV. OUT REMARKS CO N T I N U E D O N SH E E T N O . 71 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 1 3 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 73 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 72 OF 123 CO N T I N U E D AB O V E N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 CA R O L A N N D R I V E (P R I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' WIDE) R&R UP (BO); PROP CONDUIT & HH FOR RISER RELO R&R UP (BO) R&R UP (BO) R&R UP (BO)RET HYD 198 199 200197 194 193 201 203 205 206 5' - 12" HDPE 17' - 12" HDPE 2' - 12" HDPE 5' - 12" HDPE 5' - 12" HDPE 20' - 12" HDPE 3' - 10" DIP 3' - 12" HDPE 2' - 10" DIP RE M MILLSTONE RD CONST BL REM 12" PIPE 304 305 306 307 308 309 310204207 PROP LEACHING GALLEYS (4) PROP LEACHING GALLEYS (2) 5' - 12" HDPE 202 R&R GUY (BO)R&R GUY (BO) PC +30.70 PRC +72.44 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 CA R O L A N N D R I V E (P R I V A T E W A Y - 4 0 ' W I D E ) RU S S E L L ' S P A T H (T O W N W A Y - 4 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 40' WIDE) RET 12" PIPE R&R UP (BO) R&R UP (BO) RET UP RET RET HYD 205 206 209 210 211 212 214 213 215 216 2' - 10" DIP 15' - 12" HDPE 10' - 12" HDPE 2' - 12" HDPE 22' - 12" HDPE 7' - 12" HDPE 15' - 12" HDPE 4' - 12" HDPE 208 RE B U I L D RE T RE T RE T AD J RET TEL PED MILLSTONE RD CONST BL ABAN 12" PIPE 310 311 312 313 314 315 316 R&R GUY (BO) RET GUY R&R GUY (BO) VZ/EVERSOURCE TO REPLACE POLE (BO) R&R GUY (BO ) MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 193 194 197 198 TYPE CB CB DMH LB STATION 304+68.8 11.5 LT 304+88.7 11.5 LT 304+69.0 5.4 LT 304+37.4 5.4 LT RIM ELEV. 112.42 112.50 112.88 112.70 INV. IN (193) 108.40 (194) 108.28 (199) 107.75 INV. OUT (197) 108.42 (197) 108.50 (200) 108.18 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 199 200 TYPE LB LB STATION 304+48.1 5.5 LT 304+58.7 5.6 LT RIM ELEV. 112.65 112.84 INV. IN (200) 107.93 (197) 108.10 INV. OUT (198) 107.83 (199) 108.00 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 201 202 203 204 TYPE CB GI CB LG STATION 308+60.6 17.8 RT 308+60.5 11.5 LT 308+60.6 5.9 LT 308+68.3 4.1 LT RIM ELEV. 113.18 112.92 113.08 113.01 INV. IN (202) 110.38 (201) 107.90 (203) 109.01 INV. OUT (204) 108.08 (203) 110.42 (204) 109.08 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 205 206 207 TYPE GI CB LG STATION 309+79.9 11.5 LT 309+79.8 6.1 LT 309+70.9 8.2 LT RIM ELEV. 112.08 112.10 112.16 INV. IN (205) 109.55 (206) 108.00 INV. OUT (206) 109.58 (207) 108.10 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 208 209 210 211 TYPE EX CB CB LB LB STATION 311+40.7 12.0 RT 311+51.1 11.5 RT 311+54.2 5.1 RT 311+75.6 5.4 RT RIM ELEV. 110.24 110.23 110.64 110.73 INV. IN (208) 106.10 (209) 106.20 (210) 106.44 INV. OUT (210) 106.24 (210) 106.23 (211) 106.54 REMARKS PROP OFFSET TOP MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 212 213 214 215 216 TYPE CB CB DMH DMH EX DMH STATION 313+91.5 11.5 RT 313+91.5 11.7 LT 313+80.1 12.0 LT 313+72.4 29.2 LT 313+65.8 33.5 LT RIM ELEV. 110.88 110.75 110.74 110.66 111.02 INV. IN (212) 106.51 (213) 106.60 (214) 106.21 (215) 106.07 INV. OUT (214) 106.88 (214) 106.75 (215) 106.41 (216) 106.11 REMARKS CO N T I N U E D O N SH E E T N O . 72 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 1 5 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 74 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 73 OF 123 CO N T I N U E D AB O V E PC +87.75 PT +42.02 N NA D 8 3 20 SCALE: 1" = 20' 0 50 100 MILLSTONE ROAD (TOWN WAY - 50' WIDE) R&R UP (BO ) ; PROP COND U I T & H H FOR RISER R E L O 219 218 217 223 222 221 225 224 228 229 230 226 231 233 234235 6' - 12" HDPE 2' - 12" HDPE 4' - 10" DIP 2' - 12" HDPE 17' - 12" HDPE 10' - 12" HDPE 2' - 10" DIP 5' - 12" HDPE 5' - 12" HDPE 17' - 10" DIP 15' - 12" HDPE 5' - 12" HDPE 5' - 12" HDPE REM RET HYD RET UP MILLSTONE R D C O N S T B L REM PIPE 316 317 318 319 320 321 322 220 PROP LEACHING GALLEYS (3) R&R GUY (B O ) RET GUY R&R GUY (BO) R&R GUY (BO) VZ/EVERSOURCE TO REPLACE POLE (BO) VZ/EVERSOURCE TO REPLACE POLE (BO) N NAD 83 20 SCALE: 1" = 20' 0 50 100 O L D F R E E M A N ' S W A Y (P R I V A T E W A Y - U N D E F I N E D ) MILLSTONE ROAD (TOWN WAY - 50' WIDE) RET UP R&R HYD RET UP PROP CO N D U I T & H H RET UP 231 232 233 234 235 238 237 236 242 241 240 15' - 12" HDPE 17' - 10" DIP 5' - 12" HDPE 8' - 12" HDPE 7' - 12" HDPE 2' - 10" DIP 6' - 12" HDPE RET UP MILLSTONE RD CON S T B L MILLSTONE RD CONST BL 322 323 324 325 326 327 239 243PROP LEACHING GALLEYS (4) PROP LEACHING GALLEYS (4) PROP 6X6 INCH TAPPING SLEEVE INTO EXIST SERVICE LINE PROP 3' - 6" DIP RET GUY RET GUY RET GUY RET GUY 2' - 10" DIP 3' - 10" DIP MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 217 218 219 220 TYPE CB GI CB LG STATION 317+45.9 11.5 RT 317+45.9 11.5 LT 317+45.9 5.0 LT 317+43.0 7.0 RT RIM ELEV. 110.72 110.47 110.67 110.78 INV. IN (218) 106.41 (219) 106.20 (217) 106.70 INV. OUT (220) 106.72 (219) 106.48 (220) 106.31 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 221 222 223 224 225 TYPE CB DMH CB GI CB STATION 318+94.3 11.5 RT 318+94.1 5.3 RT 319+14.3 11.5 RT 318+94.0 11.5 LT 318+94.2 6.3 LT RIM ELEV. 109.45 109.50 109.53 109.43 109.48 INV. IN (223) 105.30 (221) 105.42 (226) 105.25 (224) 105.40 INV. OUT (222) 105.45 (230) 105.50 (222) 105.53 (225) 105.43 (230) 105.15 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 226 228 229 230 TYPE GI LB LB LB STATION 319+14.0 11.5 LT 318+62.6 5.5 LT 318+73.2 5.6 LT 318+83.9 5.7 LT RIM ELEV. 109.37 109.62 109.54 109.50 INV. IN (229) 104.80 (230) 104.90 (225) 105.10 (222) 105.35 INV. OUT (225) 105.37 (228) 104.90 (229) 105.00 REMARKS MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 231 232 233 TYPE GI GI CB STATION 322+01.9 11.0 LT 322+22.1 11.0 LT 322+02.1 7.9 LT RIM ELEV. 109.28 109.19 109.44 INV. IN (232) 106.52 (231) 106.75 INV. OUT (233) 106.78 (233) 106.69 (234) 105.44 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 236 237 238 239 TYPE GI CB CB LG STATION 323+20.9 11.0 LT 323+20.9 7.6 LT 323+20.7 16.7 RT 323+19.9 6.0 RT RIM ELEV. 110.05 110.11 110.22 110.35 INV. IN (236) 107.53 (237) 106.00 (238) 106.10 INV. OUT (237) 107.55 (239) 106.11 (239) 106.22 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 234 235 TYPE LB LB STATION 321+92.1 7.4 LT 321+70.7 7.3 LT RIM ELEV. 109.51 109.65 INV. IN (233) 105.35 (234) 105.10 INV. OUT (235) 105.25 REMARKS CO N T I N U E D O N SH E E T N O . 73 CO N T I N U E D BE L O W 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 1 6 P M Pl o t t e d o n CO N T I N U E D O N SH E E T N O . 75 TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 74 OF 123 CO N T I N U E D AB O V E PT +8 8 . 8 5 PCC +02. 4 4 PCC +11.80 N NAD 8 3 20 SCALE: 1" = 20' 0 50 100 LO N G P O N D R O A D ( R O U T E 1 3 7 ) (C O U N T Y W A Y - 6 0 ' W I D E ) CA P E L A N E (PR I V A T E W A Y - 4 0 ' W I D E ) MILLSTONE R O A D (TOWN WAY - 5 0 ' W I D E ) AD J AD J AD J RET UP RET UP 242 241 240 244 6' - 12" HDPE 9' - 12" HDPE 14' - 12" HDPE RET GUY RET GUY RET LPL RET LPL ADJ RE T RET RE T ABA N REM RE T RE T RE T LIMIT O F W O R K STA 33 0 + 0 7 . 0 9 N 2734 2 1 3 . 0 9 8 E 1050 7 7 5 . 1 1 5 MILLSTO N E R D C O N S T B L ABA N P I P E 330+2 2 . 0 5 326 327 328 329 330 243 245 PROP LE A C H I N G G A L L E Y S ( 4 ) PROP LEACHI N G G A L L E Y S ( 2 ) RET GUY 3' - 10" DIP MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 240 241 242 243 TYPE GI CB CB LG STATION 327+76.1 11.5 LT 327+76.1 5.5 LT 327+76.1 18.7 RT 327+80.0 4.0 RT RIM ELEV. 110.90 110.88 110.41 111.00 INV. IN (240) 108.38 (241) 106.80 (242) 106.30 INV. OUT (241) 108.40 (243) 106.88 (243) 106.41 REMARKS PROP FRAME & COVER MILLSTONE RD DRAINAGE STRUCTURE DATA NO. 244 245 TYPE CB LG STATION 330+02.3 30.0 LT 329+99.2 47.5 LT RIM ELEV. 109.06 105.93 INV. IN (244) 101.93 INV. OUT (245) 102.10 REMARKS CO N T I N U E D O N SH E E T N O . 74 14 1 7 0 . 0 0 _ H D ( U T ) . D W G 26 - O c t - 2 0 2 3 2: 1 6 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD UTILITY PLANS SHEET 75 OF 123 246 247 248 249 250 251 PT +34.8 6 PI L G R I M ' S W A Y (P R I V A T E W A Y - 4 0 ' W I D E ) FA R M W A Y (P R I V A T E W A Y - 5 0 ' W I D E ) MILLSTONE ROAD (TOWN WAY - 50' WIDE)LU N D PROP TEMP EASEMENT (TYP) PROP T E M P E A S E M E N T ( T Y P ) LOAM AND SEED (TYP) LOAM AND SEED (TYP) 3 SA 6 VC 1 LB 3 LB 1 SA 19 VC 5 VC 1 SA TREES QTY BOTANICAL NAME COMMON NAME SIZE SA 3 Sassafras albidum Sassafras 1 1/2 - 2" CAL. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE LB 4 Lindera benzoin Spicebush 5 - 6` HT./B&B VC 30 Vaccinium corymbosum Highbush Blueberry #1 CONT. PLANT SCHEDULE 14 1 7 0 . 0 0 _ H D ( L A ) . D W G 26 - O c t - 2 0 2 3 2: 1 9 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD LANDSCAPE PLAN & DETAILS SHEET 76 OF 123 SCALE: NTS PLANTING BED IN FORMER PAVED AREAS EXIST SUBBASE SUBBASE SHALL BE RIPPED (MIN) 4" USING TEETH OF EXCAVATOR PRIOR TO PLACEMENT OF SOIL COMMON BORROW (WHERE FILL IS REQUIRED); DEPTH VARIES 12" (MIN) PLANTING SOIL MIX (SEE MASSDOT SUBSECTION 771.42) PLACED OVER WELL DRAINED SOIL AGED PINE BARK MULCH FINISHED GRADE NOTE ALL EXISTING ASPHALT SHALL BE STRIPPED AND REMOVED PROPT TO TILLING. ASPHALT SHALL NOT BE MIXED WITH THE SUBBASE. SCALE: NTS LAWN IN FORMER PAVED AREAS EXIST SUBBASE SUBBASE SHALL BE RIPPED (MIN) 4" USING TEETH OF EXCAVATOR PRIOR TO PLACEMENT OF SOIL COMMON BORROW (WHERE FILL IS REQUIRED); DEPTH VARIES 4" (MIN) LOAM & SEED PLACED OVER WELL DRAINED SOIL FINISHED GRADE NOTE ALL EXISTING ASPHALT SHALL BE STRIPPED AND REMOVED PRIOR TO TILLING. ASPHALT SHALL NOT BE MIXED WITH THE SUBBASE. DECIDUOUS TREE PLANTING NOT TO SCALE ROOTBALL SHALL BE PLACED ON TREE WRAP SHALL NOT BE USED COMPLETELY REMOVE SYNTHETIC BURLAP & LACING BACKFILL MIX PER SPECIFICATIONS DURING THE FIRST 24 HOURS AFTER PLANTING WATERING SAUCER SHALL BE FLOODED TWICE TREE SHALL BE SET PLUMB ABOVE FINISHED GRADE AFTER SETTLEMENT CUT & ROLL BACK 1/3 OF BURLAP BEFORE BACKFILLING. 3 INCH HIGH EARTH WATERING SAUCER AROUND TREE PIT 3 INCHES AGED PINE BARK MULCH (PULL MULCH AWAY TREE SHALL BE PLANTED SO THAT CROWN IS 3 INCHES MIN. 2 X ROOTBALL DIAMETER ROOTBALL UNDISTURBED SUBGRADE DO NOT CUT LEADER FROM TRUNK OF TREE) 6 INCHES BELOW ROOTBALL HOLE SIZE TO BE 3X ROOTBALL SPACING VARIES SEE PLANS℄℄ WATER BY FLOODING TWICE IN THE FIRST TWO HOURS AFTER PLANTING. WATER & MAINTAIN AS PER STANDARD SPECIFICATIONS SHRUB SHALL BE PLANTED SO THAT CROWN IS 2 INCHES ABOVE FINISHED GRADE AFTER SETTLEMENT ADJUST SHRUBS SO THAT BOTTOM OF FOLIAGE IS EVENLY SPACED ABOVE THE GROUND 2-3 INCH DEPTH AGED PINE BARK BULCH (PULL AWAY FROM BASE OF SHRUB) BACKFILL MIX PER SPECIAL PROVISIONS LOOSE OR CRACKED ROOTBALLS WILL NOT BE ACCEPTED FOR PLANTING 3 INCH HIGH EARTH WATERING SAUCER AROUND SHRUB PLANTING COMPLETELY REMOVE SYNTHETIC BURLAP AND LACING. FOR CONTAINERIZED PLANTS, REMOVE CONTAINER PRIOR TO PLANTING. SCORE SIDES OF CONTAINER AND LOOSEN ANY ROOTS ENCIRCLING THE ROOT BALL COMPACTED OR UNDISTURBED SUBGRADE SCALE: N.T.S. 12" MIN PLANTING BACKFILL MIX SHALL BE MIN 12" SETTLED DEPTH, OR DEEPER TO MATCH HEIGHT OF ROOTBALL SHRUB PLANTING SCALE: N.T.S. HMA CURB IN FULL DEPTH PAVEMENT - TYPE 1 6" M I N 6" MIN 6" MIN HMA CURB 6" REVEAL (TYP) FULL DEPTH PAVEMENT CEMENT CONCRETE (SEE NOTES) NOTES: 1.TO BE PLACED IF CURB IS INSTALLED AFTER HOT MIX ASPHALT 2.CONCRETE SHALL BE INCLUDED IN PRICE BID FOR HMA CURB 3.ANY DESIGNATED CEMENT CONCRETE THAT IS ACCEPTABLE UNDER SECTION M4 OF THE STANDARD SPECIFICATIONS MAY BE USED. ALL TEST REQUIREMENTS ARE WAIVED. HOT MIX ASPHALT SHALL NOT BE USED AS A SUBSTITUTE. SAWCUT 6" MIN VARIES 6" MIN HMA CURB 6" REVEAL (TYP) PROP HMA TOP COURSE HIGH EARLY STRENGTH CEMENT CONCRETE GRAVEL BORROW (TYPE b) * 6" OF HIGH EARLY STRENGTH CEMENT CONCRETE BASE COURSE SHALL BE INCLUDED IN PRICE BID FOR HMA CURB. 12 " 6" 6" 4' MAX * 1' MIN EXIST ROAD EDGE OF SCALE: N.T.S. HMA CURB IN FULL DEPTH PAVEMENT - TYPE 2SCALE: N.T.S. HMA DRIVEWAY EXIST DRIVEWAY HMA DRIVEWAY FULL DEPTH PAVEMENT SLOPE VARIES SAWCUT 1" LIP VARIES SEE PLAN TRAVEL WAY 12" SLOPE VARIES EXIST DRIVEWAY FULL DEPTH PAVEMENT HMA DRIVEWAY 3" REVEAL SAWCUT 12" TRAVEL WAY 3'-0"VARIES SEE PLANS SCALE: N.T.S. HMA DRIVEWAY SCALE: N.T.S.DATE: MAY 2017DWG: PM-27 CONTINENTAL-STYLE CROSSWALK - 12" WIDE LINES NOTES: 1.ALL EXISTING CROSSWALK MARKINGS SHALL BE FULLY ERADICATED BY APPROVED METHOD PRIOR TO THE APPLICATION OF PROPOSED MARKINGS. 2.ALL 12" THERMOPLASTIC LINES SHALL BE APPLIED IN ONE APPLICATION, NO COMBINATION OF LINES (TWO - 6" LINES) WILL BE ACCEPTED. 3.LAYOUT OF CROSSWALKS SHALL BE ORIENTATED IN THE DIRECTION OF TRAVEL AND LOCATED OUTSIDE OF THE WHEEL PATH OF VEHICLES. LAYOUT SHALL BE APPROVED BY BREWSTER DPW PRIOR TO APPLICATION OF THERMOPLASTIC. 4.ALL CROSSWALKS INSTALLED SHALL CONFORM TO THE RELEVANT PROVISIONS OF THE MASSACHUSETTS HIGHWAY DEPARTMENT "STANDARD SPECIFICATION FOR HIGHWAY AND BRIDGES" DATED 2022, SECTION 860 FOR REFLECTORIZED LINE (THERMO-PLASTIC) & MATERIAL M7.01.03, LATEST REVISIONS. CURBLINE CURBLINE 8' 12 " 3' O . C DIRECTION OF TRAVEL DIRECTION OF TRAVEL SCHEMATIC PARALLEL LINES HMA INTERMEDIATE COURSE HMA TOP COURSE 75 ° 1'-0"GUTTER LINE 1'-0" LEVEL LOAM & SEED 4 1 GRAVEL BORROW (TYPE B) BASE COURSE CRUSHED STONE COURSE SCALE: N.T.S. HMA BERM TYPE A-MODIFIED (USED WITH FULL DEPTH PAVEMENT) SCALE: NTS HMA DRIVEWAY WITH HMA SIDEWALK SECTION A-A A A B B SECTION B-B BACK OF SIDEWALK MEET EXIST 6" (TYP)7" REVEAL (TYP) 1" LIP TACK COAT 1" LIP SAWCUT EXIST DRIVEWAY TACK COAT HMA OR GRAVEL DRIVEWAY (SEE PLANS) HMA DRIVEWAY SEE PLANS FOR PVM'T TREATMENT 6" 12" VARIES 5.0' MIN ROADWAY VARIES (SEE PLANS)LEFT SIDE TRANSITION RIGHT SIDE TRANSITION REFERENCE POINT HMA SIDEWALK GRAN TRANS PIECE (TYP)HMA CURB - TYPE 3 6" REVEAL (TYP) HMA SIDEWALK LEFT SIDE TRANSITION RIGHT SIDE TRANSITION HMA OR GRAVEL DRIVEWAY (SEE PLANS) MATCH EXIST WIDTH SAWCUT VA R I E S 5.0 ' M I N 5.5 ' M I N HM A D R I V E W A Y 7.5%* MAX 1.5%* MAX VARIES 7.5%* MAX 7.5%* MAX 1. 5 % * M A X 1. 5 % * M A X 1.5 % * M A X BACK OF SIDEWALK SIDEWALK WIDTH 5.5' MIN SI D E W A L K W I D T H 5.5 ' M I N 14 1 7 0 . 0 0 _ H D ( C O N S T D E T ) . D W G 25 - O c t - 2 0 2 3 12 : 1 8 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION DETAILS SHEET 77 OF 123 SCALE: N.T.S.DATE: AUGUST 2018DWG: TRENCH-05 TRENCH DETAIL 1 1 1 1 SURFACE TREATMENT (VARIES) SUITABLE BACKFILL NO STONES LARGER THAN 6" GRAVEL BORROW, TYPE C NO STONES LARGER THAN 3" GRAVEL BORROW, TYPE C-WATER AND DRAIN PIPES, CRUSHED STONE-M2.01.4-SEWER PIPES BOTTOM OF TRENCHD + 3' 5' M A X VA R I E S 24 " M I N D 6" M I N FRAME SET IN FULL BED OF MORTAR; ADJUST TO GRADE WITH BRICK CONCRETE BLOCK RISER FINISHED GRADE REMOVE 24" DIA. COVER FILTER FABRIC; 12" OVERLAP MIN. FOUR 12" DIA. KNOCKOUTS HEAVY DUTY PRECAST CONCRETE DRYWELL (HS20-44 LOADING) SURROUND WITH FILTER FABRIC SURROUND WITH 1/4" HARDWARE CLOTH FIRM SUBGRADE 6'-0" DIA. 6" 12" MIN 6'- 0 " 2'-0" CRUSHED STONE (M2.01.2) 2" CRUSHED STONE (M2.01.2) 4" 2'-0" SCALE: N.T.S. 6' DIAMETER LEACHING BASIN SCALE: N.T.S. CATCH BASIN REMODELED CL PROP PRECAST CONICAL SECTION ALTERNATIVE PRECAST FLAT TOP SLAB EXISTING CATCH BASIN TAPER CB TREATMENT NOTES 1.BASED ON ACTUAL FIELD CONDITIONS; THE CONTRACTOR SHALL DETERMINE WHICH STYLE OF TOP SECTION SHOULD BE USED. 2.CATCH BASIN FRAME AND GRATE SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND MORTAR (2 BRICK COURSES TYPICALLY, 5 BRICK COURSES MAXIMUM). SCALE: N.T.S. LEACHING GALLEY CONCRETE BLOCK RISER FOR LOCATION OF ACCESS MANHOLES, SEE PLANS. FINISHED GRADE REMOVE COVER KNOCKOUTS PRECAST CONCRETE DRYWELL (4,000 P.S.I. MIN FOR HS20-44 LOADING) FRAME SET IN FULL BED OF MORTAR; ADJUST TO GRADE WITH BRICK CRUSHED STONE (M2.01.1) FILTER FABRIC; 12" OVERLAP MIN. 2'-0" CRUSHED STONE (M2.01.1) 2'-0" 4'- 0 " 4" M I N 3'-0" MIN VARIES 18"-24" TAPER VARIES 4" MIN FIRM SUBGRADE SCALE: N.T.S. DEEP SUMP CATCH BASIN NOTE: ALL CATCH BASINS SHALL CONFORM TO MASSDOT CONSTRUCTION STANDARD 201.4.0 EXCEPT FOR 4' SUMP DEPTH AS SHOWN. OUTLET PIPE 4' S U M P BA S E S E C T I O N 4'- 0 " RI S E R S E C T I O N VA R I E S 4' WIDE GALLEY UNIT 14 1 7 0 . 0 0 _ H D ( C O N S T D E T ) . D W G 25 - O c t - 2 0 2 3 12 : 1 8 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION DETAILS SHEET 78 OF 108 WHEELCHAIR RAMP DATA NO.LOCATION (REF POINT)SIDEWALK WIDTH RAMP WIDTH RAMP LENGTH OPENING ELEV LEFT SIDE RIGHT SIDE ROADWAY GUTTER REVEAL TRANS ROADWAY GUTTER REVEAL TRANS 1 STA 311+35.46, 6.9 RT ALGN - ROUTE 6A RECORD BASELINE 5.4'-5.5'5'-0"5'-5"44.24 -1.23%6"6.5'0.65%6"7.67' 2 STA 311+35.36, 17.0 LT ALGN - ROUTE 6A RECORD BASELINE 5'-6"5'-0"5'-6"44.25 1.67%6"9.0'-1.54%6"6.5' = LIMITS OF CEM CONC RAMP LEGEND = DETECTABLE WARNING PANEL OBLIQUE VIEW SECTION A-A ROADWAY RIGHT SIDE TRANSITION WIDTH OF RAMP OPENING LEFT SIDE TRANSITION RAMP REFERENCE POINT AT CENTER OF ENTRANCE DETECTABLE WARNING PANEL (SEE MASSDOT STD. 107.6.5 DATED 2017)"LEVEL LANDING" 1.5%* CROSS SLOPE IN ALL DIRECTIONS CEM CONC SI D E W A L K W I D T H VA R I E S ( 5 . 5 ' M I N ) 1.5 % * M A X 1.5 % * * M A X 7.5%* MAX 7.5%* MAX GRAN TRANS CURB (TYP) EX GRAN CURB REVEAL VARIES PROP GRAN CURB 6" REVEAL 1.5%* MAX SIDEWALK WIDTH 6" LEVEL* SCALE: N.T.S. WHEELCHAIR RAMP - LESS THAN 6.50' WIDTH EX ROADWAY GUTTER SLOPE 4" CEM CONC (TYP) 8" GRAVEL BORROW (TYP) A A 5'-6" CEM CONC WHEELCHAIR RAMP = LIMITS OF CEM CONC RAMP LEGEND = DETECTABLE WARNING PANEL OBLIQUE VIEW SECTION A-A ROADWAY RIGHT SIDE TRANSITION WIDTH OF RAMP OPENING LEFT SIDE TRANSITION RAMP REFERENCE POINT AT CENTER OF ENTRANCE DETECTABLE WARNING PANEL (SEE MASSDOT STD. 107.6.5 DATED 2017)"LEVEL LANDING" 1.5%* CROSS SLOPE IN ALL DIRECTIONS CEM CONC SI D E W A L K W I D T H 5' M I N 1.5 % * M A X 1.5 % * * M A X 7.5%* MAX 7.5%* MAX GRAN TRANS CURB 6.5' (TYP) EX BERMPROP GRAN CURB 6" REVEAL 1.5%* MAX SIDEWALK WIDTH 6" LEVEL* SCALE: N.T.S. WHEELCHAIR RAMP - LESS THAN 6.50' WIDTH WITH GRASS STRIP EX ROADWAY GUTTER SLOPE 4" CEM CONC (TYP) 8" GRAVEL BORROW (TYP) A A 5'-6" CEM CONC WHEELCHAIR RAMP GRASS GRASSRA M P L E N G T H RA M P LE N G T H WHEELCHAIR RAMP DATA NO.LOCATION (REF POINT)SIDEWALK WIDTH RAMP WIDTH RAMP LENGTH OPENING ELEV LEFT SIDE RIGHT SIDE ROADWAY GUTTER REVEAL TRANS ROADWAY GUTTER REVEAL TRANS 35 STA 67+10.46, 20.45 LT ALGN - LONG POND ROAD RECORD BASELINE 5'-0"6'-0"4'-0"107.38 3.43%2"6.5'N/A N/A N/A 36 STA 249+92.96, 12.5 LT ALGN - MILLSTONE RD CONST BASELINE 5'-0"5'-0"4'-0"106.01 N/A N/A N/A 0.31%2"6.5' 37 STA 249+92.96, 12.5 RT ALGN - MILLSTONE RD CONST BASELINE 5'-0"5'-0"4'-0"106.23 -1.85%2"6.5'2.77%2"6.5' 38 STA 259+23.46, 12.5 LT ALGN - MILLSTONE RD CONST BASELINE 5'-0"5'-0"4'-0"102.62 -0.15%2"6.5'-3.04%2"6.5' 39 STA 259+23.46, 12.5 RT ALGN - MILLSTONE RD CONST BASELINE 5'-0"5'-0"4'-0"102.59 N/A N/A N/A 0.15%2"6.5' 7.5 % * M A X 14 1 7 0 . 0 0 _ H D ( C O N S T D E T ) . D W G 25 - O c t - 2 0 2 3 12 : 1 9 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION DETAILS SHEET 79 OF 123 AA TRANSITION LENGTH L ** GRAN TRANS PIECE CEM CONC CL OPENING RAMP REFERENCE POINT "LEVEL ENTRANCE" 1.5%* CROSS SLOPE IN ALL DIRECTIONS DETECTABLE WARNING PANEL (SEE MASSDOT CONSTR STD. E107.6.5 DATED OCT 2017) COLOR SHALL BE "FEDERAL YELLOW" SI D E S T R E E T / D R I V E W A Y 1. 5 % * M A X 7.5%* MAX MAIN STREET TRANSITION LENGTH L < 5' SECTION A-A HMA WALK (TYP) 8" GRAVEL BORROW (TYP) 1.5%* MAX FOUNDATION 6" CEM CONC ROADWAY 6" 7.5%* MAX 6" CEM CONC (TYP) 8" GRAVEL BORROW (TYP) HMA SIDEWALK SCALE: NTS ONE DIRECTIONAL WHEELCHAIR RAMP LEGEND LIMITS OF CEM CONC RAMP DETECTABLE WARNING PANEL *TOLERANCE FOR CONSTRUCTION ±0.5% GRAN TRANS PIECE (6-FT) OR HMA BERM MEET EXISTING EDGE TREATMENT **PLACE DETECTABLE WARNING PANEL AT GRADE BREAK IF LESS THAN 5'. PLACE DETECTABLE WARNING PANEL AT GUTTER IF "L" IS GREATER THAN 5'. PLACE DETECTABLE WARNING PANEL CORNERS 6" FROM GUTTER. WHEELCHAIR RAMP DATA NO.LOCATION (REF POINT)SIDEWALK WIDTH TRANS LENGTH "L"OPENING ELEV ROADWAY GUTTER REVEAL 3 STA 206+42.90, 15.3 RT ALGN - MILLSTONE RD CONST BASELINE 5'-6"6'-6"3.62'50.66'0.00%6" 4 STA 206+66.86, 15.3 RT ALGN - MILLSTONE RD CONST BASELINE 5'-6"14'-0"3.62'50.96'3.14%6" 5 STA 226+11.87, 15.7 RT ALGN - MILLSTONE RD CONST BASELINE 5.1' - 5.5'6'-6"14.68 94.81'-1.38%6" 6 STA 226+82.56, 15.7 RT ALGN - MILLSTONE RD CONST BASELINE 5.1' - 5.5'11'-0"11.28'97.05'2.45%6" 10 STA 237+55.05, 15.7 RT ALGN - MILLSTONE RD CONST BASELINE 5.1' - 5.5'6'-6"11.16'117.14'-1.38%6" 11 STA 240+56.88, 15.7 RT ALGN - MILLSTONE RD CONST BASELINE 4.0' - 5.5'14'-0"5.0'112.57'3.57%6" 20 STA 260+04.01, 15.7 LT ALGN - MILLSTONE RD CONST BASELINE 5.1' - 5.5'6'-6"13.49'100.25'-1.85%6" 21 STA 268+22.22, 15.7 LT ALGN - MILLSTONE RD CONST BASELINE 5.2' - 5.5'6'-6"8.19'118.49'-2.77%6" 22 STA 269+28.54, 15.7 LT ALGN - MILLSTONE RD CONST BASELINE 4.0' - 5.5'6'-6"10.50'120.04'-6.46%6" 25 STA 276+86, 15.7 LT ALGN - MILLSTONE RD CONST BASELINE 4.0' - 5.5'7'-8"6.15' *116.96'0.91%6" 26 STA 277+39.20, 15.7 LT ALGN - MILLSTONE RD CONST BASELINE 4.0' - 5.4'6'-6"7.95' *116.41'0.00%6" 28 STA 292+65.09, 15.7 LT ALGN - MILLSTONE RD CONST BASELINE 4.0' - 5.5'6'-6"6.49' *112.88'-0.15%6" 29 STA 296+37.27, 16.2 LT ALGN - MILLSTONE RD CONST BASELINE 4.0' - 5.3'7'-8"6.00' *112.04'0.26%6" 30 STA 297+25, 16.4 LT ALGN - MILLSTONE RD CONST BASELINE 5.0'N/A 1.87'111.61'N/A 6" 31 STA 296+85.77, 18.8 LT ALGN - MILLSTONE RD CONST BASELINE 5.0'N/A 5.30' *111.51'N/A 6" 32 STA 297+25, 16.4 LT ALGN - MILLSTONE RD CONST BASELINE 4.0' - 5.5'6'-6"8.77' *111.39'-0.15%6" 33 STA 313+26.07, 15.7 LT ALGN - MILLSTONE RD CONST BASELINE 4.0' - 5.5'7'-8"6.14' *111.06'0.52%6" 34 STA 313+79.98, 15.7 LT ALGN - MILLSTONE RD CONST BASELINE 4.0' - 5.4'7'-8"9.53' *110.66'0.62%6" HMA SIDEWALK SI D E W A L K W I D T H 5 ' ( T Y P ) 1. 5 % * M A X GRADE BREAK GRAN CURB TYPE VA4 14 1 7 0 . 0 0 _ H D ( C O N S T D E T ) . D W G 25 - O c t - 2 0 2 3 12 : 1 9 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION DETAILS SHEET 80 OF 123 AA TRANSITION LENGTH L ** HMA SIDEWALK HMA BERM CEM CONC CL OPENING RAMP REFERENCE POINT "LEVEL ENTRANCE" 1.5%* CROSS SLOPE IN ALL DIRECTIONS DETECTABLE WARNING PANEL (SEE MASSDOT CONSTR STD. E107.6.5 DATED OCT 2017) COLOR SHALL BE "FEDERAL YELLOW" SI D E S T R E E T / D R I V E W A Y SI D E W A L K W I D T H 5' ( T Y P ) 1. 5 % * M A X 1. 5 % * M A X 7.5%* MAX MAIN STREET TRANSITION LENGTH L < 5' SECTION A-A HMA WALK (TYP) 8" GRAVEL BORROW (TYP) 1.5%* MAX FOUNDATION 6" CEM CONC ROADWAY 6" 7.5%* MAX 6" CEM CONC (TYP) 8" GRAVEL BORROW (TYP) HMA SIDEWALK SCALE: NTS ONE DIRECTIONAL WHEELCHAIR RAMP WITH GRASS STRIP LEGEND LIMITS OF CEM CONC RAMP DETECTABLE WARNING PANEL *TOLERANCE FOR CONSTRUCTION ±0.5% GRAN TRANS PIECE (6-FT) OR HMA BERM MEET EXISTING EDGE TREATMENT WHEELCHAIR RAMP DATA NO.LOCATION (REF POINT)SIDEWALK WIDTH TRANS LENGTH "L"OPENING ELEV ROADWAY GUTTER REVEAL 7 STA 233+80.62, 18.8 RT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"7.52'118.92'8.61%2" 8 STA 234+13.74, 18.8 RT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"7.45'118.55'1.69%2" 9 STA 237+16.16, 18.6 RT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"7.37'117.86'-0.15%2" 12 STA 240+87.35, 18.8 RT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"3.52'111.31'-4.77%6" 13 STA 245+21.57, 18.8 RT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"5.97'105.28'2.77%2" 14 STA 245+46.88, 18.8 RT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"5.97'106.03'1.38%2" 15 STA 250+18.63, 18.8 RT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"12.90'105.75'1.85%2" 16 STA 250+96.58, 18.8 RT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"13.87'105.30'0.92%2" 17 STA 255+08.66, 18.8 LT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"10.07'102.52'1.85%2" 18 STA 255+48.74, 18.8 LT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"5.95'102.57'1.69%2" 19 STA 259+50.59, 18.8 LT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"8.66'101.94'3.03%2" 23 STA 271+83.95, 18.8 LT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"7.42'120.62'2.77%2" 24 STA 272+08.91, 18.8 LT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"7.39'121.59'-1.23%2" 27 STA 292+04.23, 19.0 LT ALGN - MILLSTONE RD CONST BASELINE 5'-0"6'-6"7.59'113.43'0.31%2" SCALE: NTS HMA DRIVEWAY WITH HMA SIDEWALK SECTION A-A A A B B SECTION B-B BACK OF SIDEWALK MEET EXIST 6" (TYP)7" REVEAL (TYP) 1" LIP TACK COAT 1" LIP SAWCUT EXIST DRIVEWAY TACK COAT HMA OR GRAVEL DRIVEWAY (SEE PLANS) HMA DRIVEWAY SEE PLANS FOR PVM'T TREATMENT 6" 12" VARIES 5.0' MIN ROADWAY VARIES (SEE PLANS)LEFT SIDE TRANSITION RIGHT SIDE TRANSITION REFERENCE POINT 1" LIP HMA SIDEWALK GRAN TRANS PIECE (TYP)GRAN CURB - TYPE VB 6" REVEAL (TYP) HMA SIDEWALK LEFT SIDE TRANSITION RIGHT SIDE TRANSITION HMA OR GRAVEL DRIVEWAY (SEE PLANS) MATCH EXIST WIDTH SAWCUT VA R I E S 5.0 ' M I N 5.5 ' M I N HM A D R I V E W A Y 7.5%* MAX 1.5%* MAX VARIES 7.5%* MAX 7.5%* MAX 1. 5 % * M A X 1. 5 % * M A X 1.5 % * M A X BACK OF SIDEWALK SIDEWALK WIDTH 5.5' MIN SI D E W A L K W I D T H 5.5 ' M I N GRASS DRIVEWAY DATA NO.LOCATION (REF POINT)ROADWAY GUTTER OPENING ELEV LEFT SIDE TRANS RIGHT SIDE TRANS 1 STA 210+07.82 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 1.45%59.04 15'-0"6'-6" 2 STA 211+64.43, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 2.97%62.03 6'-6"14'-0" 3 STA 212+75.00, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 5.97%66.53 15'-0"6'-6" 4 STA 215+37.14, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 2.57%80.42 14'-0"6'-6" 5 STA 216+02.83, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 0.55%81.44 9'-0"6'-6" 6 STA 216+97.46, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 1.37%82.09 7'-8"6'-6" 7 STA 218+24.15, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 3.57%85.35 11'-0"6'-6" 8 STA 218+90.29, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 0.94%86.94 11'-0"6'-6" 9 STA 220+34.89, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 0.42%87.58 9'-0"6'-6" 10 STA 220+84.01, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 0.50%87.94 7'-8"6'-6" 11 STA 222+20.41, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 1.73%89.34 7'-8"6'-6" 12 STA 223+26.45, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 2.86%92.22 11'-0"6'-6" 13 STA 223+59.38, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 1.97%93.05 11'-0"6'-6" 14 STA 225+21.82, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 0.24%94.21 7'-8"6'-6" 15 STA 229+33.04, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 0.91%102.88 7'-8"6'-6" GRADE BREAK **PLACE DETECTABLE WARNING PANEL AT GRADE BREAK IF LESS THAN 5'. PLACE DETECTABLE WARNING PANEL AT GUTTER IF "L" IS GREATER THAN 5'. PLACE DETECTABLE WARNING PANEL CORNERS 6" FROM GUTTER. 14 1 7 0 . 0 0 _ H D ( C O N S T D E T ) . D W G 25 - O c t - 2 0 2 3 12 : 1 9 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION DETAILS SHEET 81 OF 123 SCALE: N.T.S. TREE PROTECTION OF EXISTING TREE(S) EXISTING TREE EXISTING TREE NO STORAGE OF EQUIPMENT OR STOCKPILING OF MATERIALS WITHIN DRIPLINE PRUNE PER ISA STANDARDS. REMOVE DEAD & DAMAGED BRANCHES. TIE BRANCHES UP TO AVOID DAMAGE FROM CONSTRUCTION EQUIPMENT WOOD OR METAL POSTS (TYPICAL) INSTALL FENCING AT EDGE OF DRIPLINE OR AS FAR FROM TRUNK AS POSSIBLE. MIN. DISTANCE IS 6' FROM TRUNK. MAY BE PLASTIC SNOW EDGE FENCE OR CHAIN LINK, MIN. 4' HIGH ZONE OF CONSTRUCTION IMPACT (CUT/FILL) PRUNE DAMAGED OR EXPOSED ROOTS WITH A SHARPSAW EXISTING TREE(S) 2X4 DIM. LUMBER ATTACHED W/ METAL STRAPPING (OPT) AT 2 LOCATIONS (MIN.) CLADDING SHALL BE 8' HIGH WITH 6" SPACING OF BOARDS. WRAP BARK W/ BURLAP PRIOR TO ARMORING. LIMIT OF FENCING (INDIVIDUAL TREE) LIMIT OF FENCING (MULTIPLE TREES)LIMIT OF FENCING (INDIVIDUAL TREE) AREA OF UNDISTURBED ROOT ZONE LIMIT OF CANOPY (VARIES) LIMIT OF FENCING (MULTIPLE TREES)) WOOD OR METAL POSTS (MAX. 8' SPACING) LIMIT OF CONSTRUCTION IMPACT (REFER TO PLANS) EXISTING GRADE LI M I T O F D R I P L I N E (V A R I E S ) PLAN VIEW NATIVE SOIL PROTECTED AREA TOP OF GROUND 12 " (M I N ) 3" - 4 " M I N 1.FILTER TUBE SHALL BE FILLED BY BLOWN IN ORGANIC COMPOST AND PLACED AS ILLUSTRATED ON THE PROJECT PLANS. 2.COMPOST FILTER TUBES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS, AND REPAIRED OR REPLACED AS NEEDED. 3.AT COMPLETION OF PROJECT, COMPOST FILTER TUBES SHALL BE CUT OPEN AND COMPOST MATERIAL SHALL BE DISPERSED ON SITE, AS DETERMINED BY THE ENGINEER. 4.THE EMPTY FILTER TUBE FABRIC SHALL BE COLLECTED AND DISPOSED OF PROPERLY. COMPOST FILTER TUBE (12"-18" TYP.) WORK AREA FLOW 2"x 2" x 36" WOOD STAKE, PLACED 10' O.C. NOTES: PROP 2" OF COMPOST 12" (TYP) SCALE: N.T.S. SEDIMENTATION FENCE SCALE: N.T.S. INLET PROTECTION - SILT SACK IN CATCH BASIN FLOW SECTION VIEW FLOW PLAN VIEW NOTES: 1.INSTALL SILT SACK IN EXISTING CATCH BASINS, BEFORE COMMENCING WORK, AND IN NEW CATCH BASINS IMMEDIATELY AFTER INSTALLATION OF STRUCTURE. MAINTAIN UNTIL BINDER COURSE PAVING IS COMPLETE OR A PERMANENT STAND OF GRASS HAS BEEN ESTABLISHED. 2.GRATE TO BE PLACED OVER SILT SACK. 3.SILT SACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMED CATCH BASIN GRATE SILT SACK 1" REBAR FOR BAG REMOVAL CATCH BASIN GRATE SILT SACK EXPANSION RESTRAINT 16 STA 229+98.28, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 1.09%103.70 14'-0"6'-6" 17 STA 231+15.89, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 4.51%107.97 14'-0"6'-6" 18 STA 238+78.40, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE -1.29%115.48 6'-6"7'-8" 19 STA 238+78.40, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE -1.85%114.63 6'-6"9'-0" 20 STA 255+63.66, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 2.43%101.450 11'-0"6'-6" 21 STA 257+20.71, 12.5' RT ALGN - MILLSTONE RD CONST BASELINE 0.73%105.39 7'-8"6'-6" 22 STA 261+54.66, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 2.48%100.81 6'-6"11'-0" 23 STA 262+66.36, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 3.92%104.61 6'-6"14'-0" 24 STA 264+02.82, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 5.16%111.09 6'-6"15'-0" 25 STA 264+56.93, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 4.54%113.61 6'-6"15'-0" 26 STA 266+23.98, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.02%115.76 6'-6"7'-8" 27 STA 278+25.89, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 0.30%116.99 6'-6"9'-0" 28 STA 295+63.96, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -1.71%112.51 9'-0"6'-6" 29 STA 298+98.21, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.47%112.21 7'-8"6'-6" 30 STA 300+81.84, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.90%109.93 6'-6"7'-8" 31 STA 302+43.46, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 2.16%110.90 6'-6"9'-0" 32 STA 302+84.44, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 3.91%112.08 6'-6"11'-0" 33 STA 303+44.79, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.48%113.23 7'-8"6'-6" 34 STA 303+92.72, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.60%112.73 6'-6"7'-8" 35 STA 304+65.68, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 0.11%112.34 9'-0"6'-6" 36 STA 305+05.21, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 1.33%112.89 6'-6"14'-0" 37 STA 305+57.15, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 1.30%113.39 6'-6"7'-8" 38 STA 306+85.02, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.68%113.70 7'-8"6'-6" 39 STA 308+39.42, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -1.06%113.09 6'-6"7'-8" 40 STA 309+13.09, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.85%112.51 9'-0"6'-6" 41 STA 310+07.28, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.76%111.93 6'-6"7'-8" 42 STA 311+84.19, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.02%111.30 7'-8"6'-6" 43 STA 315+25.93, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 0.36%111.84 6'-6"7'-8" 44 STA 315+73.46, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE 0.03%111.93 6'-6"7'-8" 45 STA 317+12.70, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -1.17%110.79 9'-0"6'-6" 46 STA 317+68.53, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.44%110.30 9'-0"6'-6" 47 STA 321+43.06, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -1.33%109.73 7'-8"6'-6" 48 STA 322+16.30, -12.5' LT ALGN - MILLSTONE RD CONST BASELINE -0.09%109.16 9'-0"6'-6" 14 1 7 0 . 0 0 _ H D ( C O N S T D E T ) . D W G 25 - O c t - 2 0 2 3 12 : 1 9 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD CONSTRUCTION DETAILS SHEET 82 OF 123 200+00 40 44 48 52 40 44 48 52 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 200+50 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 1.3%0.0%1.5% 201+00 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 1.1%0.8%1.1%0.8%1.5% 201+50 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 0.9%0.8%0.9%0.8%1.5% 202+00 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 2.1%1.7%2.1%1.7%1.5% 202+50 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 2.8%2.3%2.8%2.3%1.5% 203+00 36 40 44 48 52 36 40 44 48 52 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 1.1%3.9%1.1%3.9%1.5% 203+50 40 44 48 52 40 44 48 52 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 0.2%2.7%0.2%2.7%1.5% 44 . 5 44 . 4 44 . 5 1 45 . 0 45 . 2 8 45 . 5 45 . 6 5 45 . 2 45 . 2 6 44 . 6 44 . 7 5 45 . 1 45 . 2 7 46 . 7 46 . 9 8 TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 1 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 2 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 83 OF 123 205+78.44 40 44 48 52 56 40 44 48 52 56 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 3.1%2.9%3.1%2.9% 206+78.49 44 48 52 56 44 48 52 56 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 2.4%1.3%2.4%1.3% 204+00 40 44 48 52 56 40 44 48 52 56 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 1.5%1.1%1.5%1.1%1.5% 204+50 44 48 52 56 44 48 52 56 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 1.3%1.9%1.3%1.9%1.5% 205+00 44 48 52 56 44 48 52 56 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 2.7%1.6%2.7%1.6%1.5% 205+50 40 44 48 52 56 40 44 48 52 56 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 4.6%4.5%4.6%4.5%1.5% 206+00 44 48 52 56 44 48 52 56 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 2.4%0.7%2.4%0.7%1.5% 206+50 44 48 52 56 60 44 48 52 56 60 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 0.8%1.5%0.8%1.5% 49 . 1 49 . 2 3 50 . 3 50 . 2 8 49 . 5 49 . 9 2 49 . 0 49 . 5 3 49 . 2 49 . 6 0 49 . 6 49 . 7 9 50 . 6 50 . 6 9 51 . 5 51 . 4 5 TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 1 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 2 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 84 OF 123 210+08.19 52 56 60 64 68 52 56 60 64 68 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 2.0%1.5%2.0%1.5% 207+00 44 48 52 56 60 44 48 52 56 60 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 2.6%1.3%2.6%1.3%1.5% 207+50 44 48 52 56 60 44 48 52 56 60 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 2.3%1.7%2.3%1.7%1.5% 208+00 48 52 56 60 48 52 56 60 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 2.0%1.1%2.0%1.1%1.5% 208+50 48 52 56 60 48 52 56 60 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 2.0%2.3%2.0%2.3%1.5% 209+00 48 52 56 60 64 48 52 56 60 64 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 1.3%2.3%1.3%2.3%1.5% 209+50 52 56 60 64 68 52 56 60 64 68 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 1.6%0.2%1.6%0.2%1.5% 210+00 52 56 60 64 68 52 56 60 64 68 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 2.0%1.5%2.0%1.5%1.5% 52 . 1 52 . 0 3 53 . 3 53 . 3 0 54 . 2 54 . 4 3 55 . 1 55 . 4 9 56 . 2 56 . 5 6 57 . 3 57 . 6 2 58 . 6 58 . 6 9 58 . 9 58 . 8 6 TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 1 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 3 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 85 OF 123 210+87.57 52 56 60 64 68 52 56 60 64 68 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 1.5%1.5%1.5%1.5%1.5% 211+64.46 56 60 64 68 56 60 64 68 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 2.3%2.6%2.3%2.6% 212+75 60 64 68 72 60 64 68 72 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 0.6%2.5%0.6%2.5% 210+50 52 56 60 64 68 52 56 60 64 68 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 1.5%2.0%1.5%2.0%1.5% 211+00 52 56 60 64 68 52 56 60 64 68 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 1.5%1.5%1.5%1.5%1.5% 211+50 56 60 64 68 56 60 64 68 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 1.5%1.5%1.5%1.5%1.5% 212+00 56 60 64 68 56 60 64 68 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 2.0%2.5%2.0%2.5%1.5% 212+50 56 60 64 68 72 56 60 64 68 72 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 1.5%2.5%1.5%2.5%1.5% 60 . 0 60 . 3 1 60 . 8 61 . 1 7 61 . 0 61 . 4 1 62 . 0 62 . 3 7 62 . 3 62 . 3 5 63 . 2 63 . 5 2 65 . 5 65 . 6 1 66 . 7 66 . 8 4 TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 1 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 3 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 86 OF 123 213+22.48 64 68 72 76 64 68 72 76 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 1.1%0.8%1.1%0.8%1.5% 215+34.37 72 76 80 84 88 72 76 80 84 88 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 0.4%0.8%0.8% 213+00 60 64 68 72 76 60 64 68 72 76 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 1.7%2.1%1.7%2.1%1.5% 213+50 64 68 72 76 80 64 68 72 76 80 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 0.9%0.2%0.9%0.2%1.5% 214+00 68 72 76 80 84 68 72 76 80 84 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 1.9%1.4%1.9%1.4%1.5% 214+50 68 72 76 80 84 68 72 76 80 84 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 4.0%1.1%4.0%1.1%1.5% 215+00 72 76 80 84 88 72 76 80 84 88 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 0.7%1.3%0.7%1.3%1.5% 215+50 72 76 80 84 88 72 76 80 84 88 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 1.1%1.0%1.1%1.0%1.5% 68 . 2 68 . 2 0 69 . 5 69 . 5 0 71 . 1 71 . 1 0 74 . 1 74 . 0 0 76 . 9 76 . 8 7 78 . 9 79 . 1 5 80 . 2 80 . 2 5 80 . 5 80 . 6 1 TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 1 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 3 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 87 OF 123 218+22.30 76 80 84 88 92 76 80 84 88 92 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 1.6%0.0%1.6%0.0% 218+41.67 80 84 88 92 96 80 84 88 92 96 0 4 8 12 16 20 24 28 32 36 40 440-4-8-12-16-20-24-28-32-36 0.7%0.7%0.7%0.7%1.5% 216+00 72 76 80 84 88 72 76 80 84 88 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 0.5%1.4%0.5% 216+50 72 76 80 84 88 72 76 80 84 88 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 2.6%1.0%2.6%1.0%1.5% 217+00 72 76 80 84 88 72 76 80 84 88 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 1.5%0.5%0.5% 217+50 72 76 80 84 88 72 76 80 84 88 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 1.8%0.7%1.8%0.7%1.5% 218+00 76 80 84 88 92 76 80 84 88 92 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 0.5%0.5%0.5%0.5%1.5% 218+50 80 84 88 92 96 80 84 88 92 96 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 0.9%0.7%0.9%0.7%1.5% 81 . 3 81 . 2 6 81 . 6 81 . 6 1 82 . 0 82 . 1 6 83 . 1 83 . 2 1 84 . 6 84 . 6 4 85 . 3 85 . 2 9 85 . 8 85 . 8 4 86 . 0 86 . 0 7 TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 1 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 3 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 88 OF 123 219+07.87 80 84 88 92 96 80 84 88 92 96 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36 2.7%0.7%2.7%0.7%1.5% 219+67.68 80 84 88 92 96 80 84 88 92 96 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 2.5%1.0%2.5%1.0%1.5% 220+33.65 80 84 88 92 80 84 88 92 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 3.2%2.0%3.2%2.0% 220+65.38 80 84 88 92 96 80 84 88 92 96 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 2.5%1.3%2.5%1.3%1.5% 219+00 80 84 88 92 96 80 84 88 92 96 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 2.5%1.0%2.5%1.0%1.5% 219+50 80 84 88 92 96 80 84 88 92 96 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 2.5%1.0%2.5%1.0%1.5% 220+00 80 84 88 92 96 80 84 88 92 96 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 3.6%0.6%3.6%0.6%1.5% 220+50 80 84 88 92 96 80 84 88 92 96 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 3.0%2.1%3.0%2.1%1.5% 86 . 8 87 . 0 6 86 . 9 87 . 1 7 87 . 4 87 . 4 9 87 . 4 87 . 5 6 87 . 5 87 . 6 9 87 . 7 87 . 8 3 87 . 7 87 . 8 9 87 . 8 87 . 9 5 TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 1 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 3 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 89 OF 123 220+81.26 80 84 88 92 96 80 84 88 92 96 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 2.6%0.7%2.6%0.7% 222+18.29 80 84 88 92 96 80 84 88 92 96 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 4.1%1.5%4.1%1.5% 223+26.20 84 88 92 96 100 84 88 92 96 100 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 3.3%0.8%3.3%0.8% 221+00 80 84 88 92 96 80 84 88 92 96 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 2.1%0.9%2.1%0.9%1.5% 221+50 80 84 88 92 96 80 84 88 92 96 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 4.6%0.3%4.6%0.3%1.5% 222+00 80 84 88 92 96 80 84 88 92 96 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 4.5%2.9%4.5%2.9%1.5% 222+50 80 84 88 92 96 80 84 88 92 96 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 4.5%2.3%4.5%2.3%1.5% 223+00 84 88 92 96 100 84 88 92 96 100 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 2.6%1.2%2.6%1.2%1.5% 87 . 9 88 . 0 2 88 . 0 88 . 0 9 88 . 3 88 . 3 0 88 . 6 88 . 8 3 89 . 0 89 . 1 4 89 . 7 89 . 8 3 91 . 3 91 . 2 9 92 . 2 92 . 1 1 TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 1 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 3 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 90 OF 123 225+50 88 92 96 100 104 88 92 96 100 104 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 226+00 88 92 96 100 104 88 92 96 100 104 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 223+56.99 84 88 92 96 100 84 88 92 96 100 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 2.7%0.9%2.7%0.9% 225+18.42 88 92 96 100 104 88 92 96 100 104 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32 223+50 84 88 92 96 100 84 88 92 96 100 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 2.5%0.9%2.5%0.9%1.5% 224+00 88 92 96 100 88 92 96 100 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 2.5%2.1%2.5%2.1%1.5% 224+50 88 92 96 100 88 92 96 100 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 2.4%2.5%2.4%2.5%1.5% 225+00 88 92 96 100 104 88 92 96 100 104 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 1.8%2.1%1.8%2.1%1.5% 1.2%2.1%1.2%2.1% 1.5%0.3%3.3%0.3%3.3% 1.5%2.1%5.1%2.1%5.1% 92 . 7 92 . 7 4 92 . 9 92 . 9 0 93 . 5 93 . 6 7 93 . 8 94 . 1 0 94 . 1 94 . 3 7 94 . 2 94 . 4 7 94 . 6 94 . 6 5 95 . 2 95 . 2 5 TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 1 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 4 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 91 OF 123 226+50 88 92 96 100 104 88 92 96 100 104 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 227+00 88 92 96 100 104 88 92 96 100 104 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 227+50 92 96 100 104 108 92 96 100 104 108 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 228+00 92 96 100 104 108 92 96 100 104 108 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 228+50 96 100 104 108 96 100 104 108 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 229+00 96 100 104 108 96 100 104 108 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 227+60.85 92 96 100 104 108 92 96 100 104 108 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 229+33 96 100 104 108 96 100 104 108 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 1.9%2.5%1.9% 1.5%2.9%3.8%2.9%3.8% 1.5%3.8%0.7%3.8%0.7% 1.5%2.8%0.8%2.8%0.8% 1.5%2.5%0.5%2.5%0.5% 1.5%2.5%0.6%2.5%0.6% 1.5%2.5%0.5%2.5%0.5% 5.2%1.1%5.7%1.1% 96 . 0 96 . 3 6 98 . 0 97 . 9 8 10 0 . 0 99 . 9 9 10 0 . 4 10 0 . 4 3 10 1 . 5 10 1 . 7 0 10 2 . 4 10 2 . 5 8 10 2 . 6 10 2 . 8 1 10 2 . 8 10 3 . 0 0 TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 1 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 4 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 92 OF 123 229+50 96 100 104 108 96 100 104 108 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 230+00 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 230+50 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 231+00 100 104 108 112 116 100 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 231+50 100 104 108 112 116 120 100 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 229+67.06 96 100 104 108 96 100 104 108 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 231+12.65 100 104 108 112 116 100 104 108 112 116 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 231+34.96 100 104 108 112 116 100 104 108 112 116 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 1.5%3.5%0.5%3.5%0.5% 2.0%2.2%2.0%2.2% 1.5%3.5%0.5%3.5%0.5% 1.5%2.3%0.5%2.3%0.5% 1.5%1.9%0.8%1.9%0.8% 1.6%1.1%1.6%1.1% 1.5%3.7%1.8%3.7%1.8% 1.5%3.8%3.0%3.8%3.0% 10 2 . 9 10 3 . 1 8 10 2 . 9 10 3 . 4 2 10 3 . 9 10 4 . 0 5 10 5 . 4 10 5 . 4 4 10 7 . 3 10 7 . 4 2 10 7 . 9 10 7 . 9 5 10 9 . 0 10 9 . 0 2 10 9 . 8 10 9 . 8 4 TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 1 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 4 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 93 OF 123 232+00 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 232+50 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 233+00 112 116 120 124 128 112 116 120 124 128 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 233+50 112 116 120 124 128 112 116 120 124 128 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 234+00 112 116 120 124 128 112 116 120 124 128 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 234+50 112 116 120 124 128 112 116 120 124 128 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 233+26.35 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 234+10.60 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36 1.5%2.8%2.5%2.8%2.5% 1.5%1.0%2.0%1.0%2.0% 1.5%1.1%2.5%1.1%2.5% 0.4%0.7%0.4%0.7% 1.5%1.5%1.5%1.5%1.5% 2.2%3.1%2.2% 2.7%4.4%2.7% 1.5%2.5%1.5%2.5%1.5% 11 2 . 5 11 2 . 6 3 11 5 . 6 11 5 . 5 2 11 8 . 2 11 8 . 1 0 11 8 . 8 11 8 . 9 7 11 9 . 1 11 9 . 4 5 11 9 . 3 11 9 . 5 3 11 9 . 3 11 9 . 4 0 11 9 . 1 11 9 . 1 9 TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 1 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 4 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 94 OF 123 234+59.76 112 116 120 124 128 112 116 120 124 128 0 4 8 12 16 20 24 28 32 36 40 440-4-8-12-16-20-24-28-32-36 235+00 112 116 120 124 128 112 116 120 124 128 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 235+32.66 112 116 120 124 128 112 116 120 124 128 0 4 8 12 16 20 24 28 32 36 40 440-4-8-12-16-20-24-28-32-36 235+50 112 116 120 124 128 112 116 120 124 128 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 236+00 112 116 120 124 128 112 116 120 124 128 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 236+50 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 236+63.39 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 237+00 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 11 9 . 2 11 9 . 2 2 11 9 . 6 11 9 . 6 8 12 0 . 1 12 0 . 1 8 12 0 . 3 12 0 . 2 9 12 0 . 0 11 9 . 9 4 11 8 . 8 11 8 . 8 7 11 8 . 5 11 8 . 5 8 11 7 . 8 11 7 . 8 6 2.5%1.5%2.6%1.5% 2.5%1.5%2.5%1.5%1.5% 4.8%0.9%4.8%0.9% 3.5%1.4%3.5%1.4%1.5% 4.0%4.0%4.0% 4.0%1.5% 5.6%3.9%5.6% 3.9%1.5% 6.2%3.2%6.2% 3.2%1.5% 3.4%1.3%3.4%1.3%1.5% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 2 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 7 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 95 OF 123 237+50 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 238+00 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 238+50 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 238+75.61 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 239+00 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 239+50 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 239+71.31 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 36 40 440-4-8-12-16-20-24-28-32-36 240+00 104 108 112 116 120 124 104 108 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 11 7 . 2 11 7 . 1 7 11 6 . 7 11 6 . 7 4 11 6 . 1 11 6 . 1 3 11 5 . 8 11 5 . 8 7 11 5 . 5 11 5 . 6 3 11 4 . 8 11 4 . 9 2 11 4 . 4 11 4 . 4 6 11 3 . 6 11 3 . 7 0 1.0%1.7%1.0%1.7%1.5% 1.0%3.4%1.0%3.4%1.5% 1.5%2.6%1.5%2.6%1.5% 0.2%2.9%0.2%2.9% 1.5%2.8%1.5%2.8%1.5% 3.1%0.9%3.1%0.9%1.5% 4.5%1.2%4.5%1.2% 4.1%3.6%4.1% 3.6%1.5% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 2 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 7 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 96 OF 123 240+50 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 241+00 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 241+50 100 104 108 112 116 100 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 242+00 100 104 108 112 116 100 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 242+50 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 243+00 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 243+50 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 243+79.75 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 11 2 . 2 11 2 . 1 0 11 0 . 4 11 0 . 4 7 10 8 . 8 10 8 . 9 9 10 7 . 7 10 7 . 8 1 10 6 . 8 10 6 . 8 3 10 5 . 9 10 5 . 9 2 10 5 . 3 10 5 . 3 2 10 5 . 0 10 5 . 1 3 4.9%3.4%4.9%3.4%1.5% 2.4%1.5%2.4%1.5% 1.7%1.9%1.7%1.9%1.5% 2.1%1.5%2.1%1.5%1.5% 0.7%0.8%0.7%0.8% 0.7%2.4%0.7%2.4%1.5% 1.5%1.3%1.5%1.3%1.5% 1.4%1.2%1.4%1.2% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 2 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 8 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 97 OF 123 244+00 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 244+50 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 245+00 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 245+50 100 104 108 112 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 246+00 100 104 108 112 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 246+50 100 104 108 112 116 100 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 246+89.69 100 104 108 112 116 100 104 108 112 116 0 4 8 12 16 20 24 28 32 36 40 440-4-8-12-16-20-24-28-32-36 247+00 100 104 108 112 116 100 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 10 4 . 9 10 5 . 0 7 10 4 . 9 10 5 . 1 5 10 5 . 3 10 5 . 4 7 10 5 . 7 10 5 . 7 9 10 6 . 0 10 6 . 1 1 10 6 . 2 10 6 . 3 9 10 7 . 4 10 6 . 5 6 10 7 . 0 10 6 . 6 0 1.5%2.0%1.5%2.0%1.5% 1.5%2.6%1.5%2.6%1.5% 1.5%0.7%1.5%0.7%1.5% 3.0%2.2%3.0%2.2%1.5% 3.5%3.6%3.5% 1.5% 4.2%4.2%1.5% 4.2%4.2% 4.2%4.2% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 2 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 8 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 98 OF 123 247+86.64 100 104 108 112 116 100 104 108 112 116 0 4 8 12 16 20 24 28 32 36 40 440-4-8-12-16-20-24-28-32-36 248+00 100 104 108 112 116 100 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 248+32.34 100 104 108 112 100 104 108 112 0 4 8 12 16 20 24 28 32 36 40 440-4-8-12-16-20-24-28-32-36 248+50 100 104 108 112 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 249+00 100 104 108 112 116 100 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 249+50 100 104 108 112 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 10 7 . 0 10 6 . 9 3 10 7 . 0 10 6 . 9 8 10 7 . 0 10 7 . 0 4 10 6 . 9 10 7 . 0 3 10 6 . 7 10 6 . 8 6 10 6 . 2 10 6 . 5 4 250+00 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 10 5 . 8 10 6 . 2 3 1.6%0.5%0.5%1.6%1.5%1.5% 4.2%4.2% 4.2%4.2% 4.2%4.2% 4.2%4.2%1.5% 4.2%4.2%1.5% 4.2%4.2%1.5% 1.6%1.5%1.6%1.5%1.5% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 2 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 8 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 99 OF 123 250+50 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 251+00 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 251+50 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 252+00 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 252+50 96 100 104 108 112 116 96 100 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 252+80.58 96 100 104 108 112 116 96 100 104 108 112 116 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40 253+00 96 100 104 108 112 116 96 100 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 253+50 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 10 5 . 4 10 5 . 9 5 10 5 . 5 10 5 . 7 3 10 5 . 5 10 5 . 5 3 10 5 . 3 10 5 . 3 3 10 4 . 9 10 5 . 1 1 10 4 . 7 10 4 . 8 9 10 4 . 6 10 4 . 7 2 10 4 . 1 10 4 . 1 5 2.0%2.0%1.5% 1.0%2.6%2.6%1.0%1.5%1.5% 1.5%1.7%1.7%1.5%1.5%1.5% 2.4%1.9%1.9%2.4%1.5%1.5% 3.4%1.9%1.9%3.4%1.5%1.5% 3.0%2.0%2.0%3.0%1.5% 2.8%1.9%1.9%2.8%1.5%1.5% 3.9%4.8%4.8% 3.9%1.5% 1.5% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 2 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 8 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 100 OF 123 254+00 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 254+50 92 96 100 104 108 92 96 100 104 108 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 600-4-8-12-16-20-24-28-32-36-40 255+00 88 92 96 100 104 108 88 92 96 100 104 108 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 640-4-8-12-16-20-24-28-32-36-40 255+50 92 96 100 104 108 92 96 100 104 108 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 255+62.58 96 100 104 108 96 100 104 108 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 256+00 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 256+50 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 40 440-4-8-12-16-20-24-28-32-36-40 257+00 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 40 440-4-8-12-16-20-24-28-32-36-40 10 3 . 4 10 3 . 4 2 10 2 . 6 10 2 . 6 6 10 1 . 8 10 1 . 9 0 10 2 . 0 10 2 . 0 6 10 2 . 3 10 2 . 3 9 10 3 . 3 10 3 . 4 8 10 4 . 9 10 4 . 9 3 10 6 . 1 10 6 . 2 1 6.5%7.2%7.2% 6.5%1.5% 1.5% 6.3%8.8%8.8% 6.3%1.5% 1.5% 3.8%8.5%8.5% 3.8%1.5% 1.5% 1.5%3.0%6.5%6.5% 3.0%1.5% 3.2%7.1%7.1% 3.2%1.5% 1.5%5.0%6.8%6.8% 5.0%1.5% 1.5%7.3%8.3%8.3% 7.3%1.5% 1.5%7.8%7.2%7.2% 7.8%1.5% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 2 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 8 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 101 OF 123 257+20.64 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 40 44 48 520-4-8-12-16-20-24-28-32-36 257+50 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 40 440-4-8-12-16-20-24-28-32-36-40 258+00 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 258+50 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 259+00 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 259+50 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 259+69.61 96 100 104 108 96 100 104 108 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 260+00 92 96 100 104 108 92 96 100 104 108 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 10 6 . 5 10 6 . 4 1 10 6 . 2 10 6 . 3 2 10 5 . 3 10 5 . 2 5 10 4 . 3 10 4 . 0 2 10 3 . 5 10 2 . 7 8 10 2 . 1 10 2 . 1 1 10 1 . 6 10 1 . 5 9 10 0 . 7 10 0 . 8 1 4.2%8.2%8.2% 4.2%1.5% 1.5%5.2%4.4%4.4% 5.2%1.5% 0.2%3.8%3.8%0.2%1.5%1.5% 1.6%2.8%2.8%1.6%1.5%1.5% 1.2%3.1%3.1%1.2%1.5%1.5% 0.7%0.4%0.7%0.4% 1.2%0.6%0.6% 3.1%0.2%0.2%1.5% TOWN LAYOUT TO W N L A Y O U T TO W N L A Y O U T TOWN LAYOUT TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 2 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 8 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 102 OF 123 260+25.40 92 96 100 104 108 92 96 100 104 108 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 260+50 88 92 96 100 104 108 88 92 96 100 104 108 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 261+00 92 96 100 104 108 92 96 100 104 108 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 261+32.43 92 96 100 104 108 92 96 100 104 108 0 4 8 12 16 20 24 28 32 36 40 44 48 520-4-8-12-16-20-24-28-32-36-40 261+50 92 96 100 104 108 92 96 100 104 108 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 262+00 96 100 104 108 96 100 104 108 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 262+17.53 96 100 104 108 96 100 104 108 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 262+50 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 10 0 . 2 10 0 . 3 3 99 . 8 99 . 8 7 99 . 7 99 . 7 9 10 0 . 2 10 0 . 2 6 10 0 . 6 10 0 . 5 8 10 2 . 1 10 2 . 1 0 10 2 . 7 10 2 . 8 2 10 4 . 1 10 4 . 1 0 3.1%1.5%3.1%1.5%1.5% 0.9%1.9%0.9%1.9%1.5% 2.0%6.4%2.0%6.4% 1.5% 0.6%4.6%0.6%4.6% 1.5% 0.8%4.6%0.8%4.6% 0.7%2.8%0.7%2.8%1.5% 1.0%2.5%1.0%2.5%1.5% 1.0%3.7%1.0%3.7%1.5% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 2 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 9 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 103 OF 123 262+69.84 96 100 104 108 112 96 100 104 108 112 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40 263+00 100 104 108 112 116 100 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 263+29 100 104 108 112 116 100 104 108 112 116 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 263+50 100 104 108 112 116 120 100 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 263+71.43 100 104 108 112 116 120 100 104 108 112 116 120 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40 264+00 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 264+50 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 264+58.56 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40 10 4 . 9 10 4 . 8 7 10 6 . 3 10 6 . 9 7 10 7 . 7 10 8 . 3 0 10 8 . 7 10 9 . 2 6 10 9 . 8 11 0 . 2 3 11 1 . 1 11 1 . 5 4 11 3 . 4 11 3 . 7 8 11 3 . 8 11 4 . 1 2 1.0%2.4%1.0%2.4% 2.6%0.7%2.6%0.7%1.5% 4.6%0.1%4.6%0.1%1.5% 5.0%0.4%5.0%0.4%1.5% 5.0%1.2%5.0%1.2%1.5% 4.7%1.8%4.7%1.8% 4.1%1.8%4.1%1.8% 3.5%1.6%3.5%1.6% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 2 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 9 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 104 OF 123 265+00 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 265+13.65 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40 265+50 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 266+00 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 266+26.72 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40 266+50 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 267+00 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 267+50 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 11 5 . 3 11 5 . 3 3 11 5 . 7 11 5 . 7 0 11 5 . 9 11 5 . 9 7 11 5 . 9 11 6 . 0 9 11 5 . 8 11 6 . 0 4 11 5 . 8 11 6 . 0 6 11 6 . 3 11 6 . 3 1 11 7 . 0 11 6 . 8 4 3.5%1.5%3.5%1.5%1.5% 4.1%0.5%4.1%0.5%1.5% 0.8%2.4%0.8%2.4%1.5% 2.6%0.2%2.6%0.2%1.5% 2.3%0.7%2.3%0.7% 1.1%2.1%1.1%2.1%1.5% 2.3%2.9%2.3%2.9% 1.5% 3.1%5.7%3.1%5.7% 1.5% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 2 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 9 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 105 OF 123 268+00 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 268+50 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 269+00 112 116 120 124 128 112 116 120 124 128 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 269+50 112 116 120 124 128 112 116 120 124 128 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 270+00 112 116 120 124 128 112 116 120 124 128 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 270+50 112 116 120 124 128 112 116 120 124 128 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 270+65.62 112 116 120 124 128 112 116 120 124 128 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 271+00 112 116 120 124 128 112 116 120 124 128 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 11 7 . 6 11 7 . 4 4 11 7 . 6 11 8 . 0 4 11 8 . 2 11 8 . 6 4 11 9 . 0 11 9 . 2 4 11 9 . 7 11 9 . 8 4 12 0 . 2 12 0 . 4 4 12 0 . 3 12 0 . 6 1 12 0 . 7 12 0 . 9 3 4.7%7.4% 4.7% 7.4% 1.5% 7.1% 7.1%7.1% 8.5%8.5%8.5% 4.8%4.8%4.8%4.8% 1.5% 1.4%1.6%1.4%1.6%1.5% 1.3%1.3%1.3%1.3%1.5% 1.8%1.0%1.8%1.0% 1.5%3.1%2.1%3.1%2.1% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 2 ) . D W G 25 - O c t - 2 0 2 3 12 : 2 9 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 106 OF 123 271+50 116 120 124 128 116 120 124 128 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 272+00 116 120 124 128 116 120 124 128 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 272+50 116 120 124 128 116 120 124 128 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 273+00 116 120 124 128 116 120 124 128 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 273+50 116 120 124 128 116 120 124 128 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 271+08.41 116 120 124 128 116 120 124 128 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 271+63.41 116 120 124 128 116 120 124 128 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 272+12.48 116 120 124 128 116 120 124 128 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 272+71.81 116 120 124 128 116 120 124 128 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 273+15.78 116 120 124 128 116 120 124 128 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 12 0 . 8 12 0 . 9 9 12 1 . 1 12 1 . 2 3 12 1 . 2 12 1 . 2 8 12 1 . 3 12 1 . 3 4 12 1 . 2 12 1 . 3 4 12 1 . 1 12 1 . 2 6 12 1 . 1 12 1 . 1 8 12 1 . 0 12 1 . 0 5 12 1 . 0 12 0 . 9 7 12 0 . 7 12 0 . 7 5 3.7%2.0%3.7%2.0%1.5% 2.5%1.1%2.5%1.1%1.5% 3.7%2.4%3.7%2.4%1.5% 0.2%2.5%0.2%2.5%1.5% 1.2%2.9%1.2%2.9%1.5% 0.2%3.8%0.2%3.8%1.5% 1.5%4.5%1.5%4.5%1.5% 1.5%4.8%1.5%4.8%1.5% 1.4%5.1%1.4%5.1%1.5% 0.5%4.6%0.5%4.6%1.5% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 3 ) . D W G 25 - O c t - 2 0 2 3 12 : 3 3 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 107 OF 123 274+00 112 116 120 124 128 112 116 120 124 128 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 274+50 112 116 120 124 128 112 116 120 124 128 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 275+00 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 275+50 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 276+00 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 276+50 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 274+19.69 112 116 120 124 128 112 116 120 124 128 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 274+83.18 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40 275+40.22 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 275+95.42 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 12 0 . 2 12 0 . 3 5 12 0 . 0 12 0 . 1 6 11 9 . 7 11 9 . 8 5 11 9 . 3 11 9 . 4 8 11 9 . 1 11 9 . 2 9 11 8 . 8 11 8 . 8 4 11 8 . 7 11 8 . 7 3 11 8 . 4 11 8 . 2 2 11 8 . 4 11 8 . 1 7 11 7 . 8 11 7 . 6 1 1.1%1.0%1.1%1.0%1.5% 1.2%1.0%1.2%1.0% 3.6%0.1%3.6%0.1%1.5% 3.9%0.3%3.9%0.3% 5.2%0.8%5.2%0.8% 5.9%0.8%5.9%0.8% 5.7%0.9%5.7%0.9% 4.6%1.2%4.6%1.2%1.5% 4.6%1.2%4.6%1.2%1.5% 4.7%0.2%4.7%0.2%1.5% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 3 ) . D W G 25 - O c t - 2 0 2 3 12 : 3 3 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 108 OF 123 277+00 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 277+50 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 278+00 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 278+50 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 279+00 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 279+50 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 280+00 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 280+50 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 281+00 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 278+19.18 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40 11 7 . 1 11 7 . 0 6 11 6 . 5 11 6 . 5 5 11 6 . 1 11 6 . 4 1 11 6 . 2 11 6 . 4 7 11 6 . 6 11 6 . 7 0 11 7 . 2 11 7 . 3 0 11 7 . 3 11 7 . 5 8 11 7 . 3 11 7 . 5 2 11 7 . 3 11 7 . 6 8 11 8 . 0 11 8 . 1 6 0.8%1.6%1.6% 1.5%1.4%2.9%1.4%2.9% 1.5%2.3%6.1%2.3%6.1% 3.7%7.8%3.7% 7.8% 1.5%2.3%4.2%2.3%4.2% 0.2%2.2%0.2%2.2%1.5% 1.2%0.5%1.2%0.5%1.5% 2.3%0.8%2.3%0.8%1.5% 2.9%1.0%2.9%1.0%1.5% 2.8%1.2%2.8%1.2%1.5% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 3 ) . D W G 25 - O c t - 2 0 2 3 12 : 3 3 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 109 OF 123 281+50 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 282+00 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 282+50 112 116 120 124 128 112 116 120 124 128 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 283+00 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 283+50 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 284+00 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 284+50 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 281+17.25 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40 281+87.01 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36 283+41.23 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 11 8 . 3 11 8 . 3 9 11 8 . 8 11 8 . 8 6 11 9 . 2 11 9 . 1 8 11 9 . 1 11 9 . 2 4 11 8 . 9 11 9 . 2 0 11 8 . 8 11 9 . 0 0 11 8 . 7 11 8 . 8 3 11 8 . 7 11 8 . 7 8 11 8 . 5 11 8 . 4 3 11 7 . 9 11 7 . 9 3 2.7%1.1%2.7%1.1% 2.5%2.2%2.5%2.2%1.5% 3.4%1.0%3.4%1.0% 2.8%0.8%2.8%0.8% 1.1%1.9%1.1%1.9%1.5% 1.6%2.7%1.6%2.7%1.5% 1.8%0.5%1.8%0.5%1.5% 1.8%0.3%1.8%0.3%1.5% 2.8%1.6%2.8%1.6% 3.9%2.1%3.9%2.1%1.5% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 3 ) . D W G 25 - O c t - 2 0 2 3 12 : 3 3 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 110 OF 123 285+00 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 285+50 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 286+00 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 286+50 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 287+00 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 287+50 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 288+00 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 285+20.15 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 286+64.65 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40 287+60.93 112 116 120 124 112 116 120 124 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40 11 7 . 2 11 7 . 3 4 11 7 . 1 11 7 . 1 5 11 6 . 8 11 6 . 9 5 11 6 . 7 11 6 . 8 4 11 6 . 9 11 6 . 9 9 11 6 . 9 11 7 . 0 5 11 7 . 0 11 7 . 1 9 11 7 . 0 11 7 . 2 9 11 6 . 9 11 7 . 2 5 11 6 . 7 11 6 . 9 5 4.0%1.9%4.0%1.9%1.5% 2.8%0.7%2.8%0.7% 2.4%0.4%2.4%0.4%1.5% 2.0%1.5%2.0%1.5%1.5% 0.2%1.8%0.2%1.8%1.5% 0.4%2.2%0.4%2.2% 1.2%2.5%1.2%2.5%1.5% 2.3%3.6%2.3%3.6%1.5% 2.2%3.8%2.2%3.8% 1.9%4.4%1.9%4.4%1.5% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 3 ) . D W G 25 - O c t - 2 0 2 3 12 : 3 3 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 111 OF 123 288+50 108 112 116 120 124 108 112 116 120 124 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 289+00 100 104 108 112 116 120 100 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 289+50 100 104 108 112 116 120 100 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 290+00 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 290+50 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 291+00 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 291+50 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 290+85.05 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 291+35.27 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 291+63.51 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 11 5 . 9 11 6 . 1 4 11 4 . 8 11 5 . 0 0 11 4 . 0 11 4 . 1 8 11 3 . 7 11 3 . 7 8 11 3 . 6 11 3 . 7 9 11 3 . 5 11 3 . 9 3 11 3 . 5 11 3 . 9 6 11 3 . 4 11 3 . 9 4 11 3 . 3 11 3 . 8 8 11 3 . 3 11 3 . 8 0 0.2%2.9%0.2%2.9%1.5% 4.2%0.5%4.2%0.5%1.5% 6.7%2.0%6.7% 2.0%1.5% 5.3%1.1%5.3%1.1%1.5% 2.4%0.5%2.4%0.5%1.5% 2.1%0.6%2.1%0.6%1.5% 2.5%1.0%2.5%1.0%1.5% 0.9%2.1%0.9%2.1% 0.7%1.9%0.7%1.9% 0.6%1.9%0.6%1.9%1.5% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 3 ) . D W G 25 - O c t - 2 0 2 3 12 : 3 3 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 112 OF 123 292+00 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 292+50 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 293+00 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 293+50 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 294+00 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 294+50 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 295+00 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 295+50 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 296+00 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 295+57.26 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 11 3 . 0 11 3 . 4 8 11 2 . 9 11 2 . 9 7 11 2 . 8 11 2 . 7 5 11 2 . 8 11 2 . 8 5 11 3 . 0 11 3 . 1 0 11 3 . 2 11 3 . 3 5 11 3 . 6 11 3 . 4 5 11 3 . 2 11 3 . 0 8 11 3 . 1 11 3 . 0 6 11 2 . 6 11 2 . 6 7 1.7%1.8%1.8% 0.2%2.8%2.8% 1.5%0.1%1.4%0.1%1.4% 1.5%1.4%3.5%1.4%3.5% 1.5%0.2%2.4%0.2%2.4% 1.5%0.9%0.9%0.9%0.9% 1.5%5.0%1.2%5.0%1.2% 1.5%3.0%0.5%3.0%0.5% 4.1%0.1%4.1%0.2% 3.8%1.5%3.8%1.5% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 3 ) . D W G 25 - O c t - 2 0 2 3 12 : 3 4 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 113 OF 123 296+50 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 297+00 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 297+50 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 298+00 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 298+50 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 299+00 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 299+50 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 300+00 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 296+30.51 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40 298+59.88 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 11 2 . 3 11 2 . 3 8 11 2 . 2 11 2 . 2 3 11 1 . 9 11 1 . 9 4 11 1 . 5 11 1 . 7 1 11 1 . 1 11 1 . 4 9 11 0 . 9 11 1 . 2 6 11 0 . 8 11 1 . 2 2 11 0 . 7 11 1 . 0 4 11 0 . 5 11 0 . 8 1 11 0 . 3 11 0 . 5 8 1.5%2.7%1.5%2.8%1.5% 1.4%1.5%1.4%1.5% 3.0%1.5%3.0%1.5% 1.5%3.9%1.5%3.9%1.5% 1.5%4.4%1.5%4.4%1.5% 1.5%3.9%1.5%3.9%1.5% 1.5%3.7%1.5%3.7%1.5% 1.5%2.8%1.0%2.8%1.0% 1.5%2.5%0.0%2.5%0.0% 1.5%2.1%1.0%2.1%1.0% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 3 ) . D W G 25 - O c t - 2 0 2 3 12 : 3 4 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 114 OF 123 300+50 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 301+00 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 301+50 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 302+00 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 302+50 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 300+28.92 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 300+74.36 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 301+29.62 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 302+30.36 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40 302+76.88 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40 11 0 . 2 11 0 . 4 5 11 0 . 1 11 0 . 3 6 11 0 . 0 11 0 . 2 5 10 9 . 9 11 0 . 1 3 11 0 . 0 11 0 . 0 1 11 0 . 0 11 0 . 0 1 11 0 . 6 11 0 . 3 9 11 1 . 1 11 0 . 8 9 11 1 . 5 11 1 . 3 2 11 2 . 1 11 2 . 0 5 1.5%1.8%1.4%1.8%1.4% 1.5%1.8%1.6%1.8%1.6% 2.2%1.8%2.2%1.8% 1.5%3.0%2.8%3.0%2.8% 1.5%2.9%2.7%3.0%2.7% 1.5%2.6%2.6%2.6%2.6% 1.5%1.1%0.5%1.1%0.5% 1.7%1.0%1.7%1.0% 2.1%0.5%2.1%0.5% 2.0%0.3%2.0% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 3 ) . D W G 25 - O c t - 2 0 2 3 12 : 3 4 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 115 OF 123 303+00 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 303+50 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 304+00 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 304+50 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 305+00 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 305+50 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 303+36.63 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40 303+85.35 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 304+25.16 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 305+25.90 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 11 2 . 5 11 2 . 7 6 11 3 . 0 11 3 . 6 5 11 3 . 1 11 3 . 5 9 11 3 . 2 11 3 . 4 3 11 3 . 2 11 3 . 3 7 11 3 . 1 11 3 . 2 8 11 3 . 0 11 3 . 2 6 11 3 . 0 11 3 . 4 5 11 3 . 4 11 3 . 6 6 11 3 . 8 11 3 . 9 3 1.5%1.8%0.5%1.8% 3.1%0.0%3.1%0.0% 3.1%0.1%3.1%0.1% 5.3%1.9%5.3%1.9% 1.5%5.5%2.0%5.5%2.0% 1.5%5.9%2.0%5.9%2.0% 1.5%6.5%1.4%6.5%1.4% 5.1%2.3%5.1%2.3% 1.5%4.4%2.2%4.4%2.2% 5.3%2.1%5.3%2.1% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 3 ) . D W G 25 - O c t - 2 0 2 3 12 : 3 4 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 116 OF 123 306+27.34 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 306+76.93 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 306+00 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 306+50 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 307+00 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 307+50 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 308+00 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 308+50 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 309+00 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 308+32.58 108 112 116 120 108 112 116 120 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 11 4 . 1 11 4 . 3 3 11 4 . 1 11 4 . 4 1 11 4 . 1 11 4 . 3 9 11 4 . 0 11 4 . 3 0 11 4 . 0 11 4 . 2 1 11 3 . 9 11 4 . 0 0 11 3 . 7 11 3 . 7 2 11 3 . 5 11 3 . 4 7 11 3 . 3 11 3 . 3 2 11 2 . 9 11 2 . 8 6 1.5%4.0%1.9%4.0%1.9% 1.5%3.7%2.8%3.7%2.8% 1.5%3.5%2.8%3.5%2.8% 4.1%2.2%4.1%2.2% 2.5%2.0%2.5%2.0% 1.5%2.5%0.5%2.5%0.5% 1.5%2.5%0.5%2.5%0.5% 3.0%0.6%3.0%0.6% 1.5%2.5%0.5%2.5%0.5% 1.5%1.9%1.0%1.9%1.0% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 14 1 7 0 . 0 0 _ H D ( X S E C - 4 ) . D W G 25 - O c t - 2 0 2 3 12 : 3 6 P M Pl o t t e d o n TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 117 OF 123 309+50 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 310+00 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 310+50 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 311+00 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 311+50 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 312+00 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 312+50 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 313+00 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 311+68.43 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 312+76.70 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 11 2 . 3 11 2 . 3 9 11 1 . 7 11 1 . 9 3 11 1 . 2 11 1 . 4 7 11 0 . 9 11 1 . 0 3 11 0 . 7 11 0 . 8 7 11 0 . 7 11 0 . 9 0 11 0 . 9 11 1 . 2 2 11 1 . 1 11 1 . 2 9 11 1 . 1 11 1 . 3 2 11 1 . 2 11 1 . 2 9 1.5%1.6%2.3%1.6%2.3% 0.5%4.5%0.5% 1.5%1.5%5.4%1.5%5.4% 1.5%3.1%4.1%3.1%4.1% 1.5%4.2%5.8%4.2% 5.8% 1.5%3.4%3.6%3.4%3.6% 1.5%2.1%3.7%2.1%3.7% 1.5%1.1%3.8%1.1%3.8% 1.5%0.3%2.9%0.3%2.9% 1.5%1.0%2.2%1.0%2.2% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 4 ) . D W G 25 - O c t - 2 0 2 3 12 : 3 6 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 118 OF 123 313+50 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 314+00 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 314+50 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 315+00 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 315+50 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 316+00 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 313+31.11 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 314+81.98 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 315+18.65 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 315+65.06 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 11 1 . 0 11 1 . 1 9 11 0 . 9 11 1 . 1 1 11 0 . 9 11 1 . 0 1 11 1 . 2 11 1 . 2 7 11 1 . 7 11 1 . 6 4 11 1 . 9 11 1 . 8 8 11 2 . 0 11 2 . 0 7 11 2 . 3 11 2 . 2 7 11 2 . 2 11 2 . 3 1 11 2 . 1 11 2 . 2 5 1.4%0.1%1.8%0.1% 2.6%2.5%2.6%2.5% 1.5%0.3%1.1%0.3%1.1% 1.5%0.5%2.2%0.5%2.2% 1.5%0.2%1.6%0.2%1.6% 1.5%0.9%1.0%0.9%1.0% 1.8%0.4%1.8%0.4% 1.5%3.3%1.0%3.3%1.0% 3.2%0.1%3.2%0.1% 1.5%3.2%1.0%3.2%1.0% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 4 ) . D W G 25 - O c t - 2 0 2 3 12 : 3 7 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 119 OF 123 316+50 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 317+00 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 317+50 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 318+00 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 318+50 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 319+00 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 319+50 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 320+00 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 316+32.76 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 317+25.44 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 11 1 . 8 11 2 . 0 0 11 1 . 7 11 1 . 8 2 11 1 . 2 11 1 . 3 0 11 0 . 9 11 1 . 0 3 11 0 . 7 11 0 . 7 7 11 0 . 1 11 0 . 2 4 10 9 . 6 10 9 . 7 4 10 9 . 5 10 9 . 5 3 10 9 . 6 10 9 . 6 5 11 0 . 0 11 0 . 0 9 1.5%2.6%0.9%2.6%0.9% 1.5%2.8%1.0%2.8%1.0% 1.5%2.9%0.5%2.9%0.5% 1.5%3.1%0.8%3.1%0.8% 1.5%3.0%1.0%3.0%1.0% 1.5%1.8%0.5%1.8%0.5% 1.5%1.2%1.0%1.2%1.0% 1.5%1.0%0.5%1.0%0.5% 1.5%1.1%1.0%1.1%1.0% 1.5%1.3%1.0%1.3%1.0% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 4 ) . D W G 25 - O c t - 2 0 2 3 12 : 3 7 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 120 OF 123 320+50 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 321+00 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 321+50 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 322+00 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 322+50 100 104 108 112 116 100 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 323+00 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 323+50 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 323+30.04 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 321+34.99 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 322+22.06 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 11 0 . 4 11 0 . 5 6 11 0 . 5 11 0 . 6 4 11 0 . 2 11 0 . 4 2 11 0 . 1 11 0 . 2 6 10 9 . 6 10 9 . 8 4 10 9 . 3 10 9 . 7 6 10 9 . 4 10 9 . 7 6 11 0 . 0 11 0 . 0 4 11 0 . 6 11 0 . 3 7 11 0 . 9 11 0 . 6 5 1.5%2.2%0.6%2.2%0.6% 1.5%3.0%1.1%3.0%1.1% 4.6%2.3%4.6%2.3% 5.2%2.0%5.2%2.0% 1.5%5.0%2.1%5.0%2.1% 5.2%2.8%5.2%2.8% 1.5%5.5%2.0%5.5%2.0% 1.5%2.7%0.5%2.7%0.5% 1.5%1.6%0.9%1.6%0.9% 1.5%1.0%0.7%1.0%0.7% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 4 ) . D W G 25 - O c t - 2 0 2 3 12 : 3 7 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 121 OF 123 324+00 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 324+50 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 325+00 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 325+50 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 326+00 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 326+50 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 327+00 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 327+50 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 325+10.75 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 326+31.73 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36 11 1 . 6 11 1 . 3 5 11 1 . 9 11 1 . 7 0 11 1 . 9 11 1 . 9 9 11 1 . 9 11 2 . 0 3 11 1 . 9 11 2 . 0 9 11 1 . 8 11 1 . 9 2 11 1 . 7 11 1 . 6 8 11 1 . 6 11 1 . 5 2 11 1 . 3 11 1 . 1 6 11 1 . 1 11 1 . 1 8 1.5%0.0%1.8%0.0%1.8% 1.5%0.8%0.9%0.8%0.9% 1.5%1.7%1.0%1.7%1.0% 1.5%1.7%1.3%1.7%1.3% 1.5%2.6%2.1%2.6%2.1% 1.5%2.7%1.4%2.7%1.4% 1.5%2.1%1.5%2.1%1.5% 1.5%1.9%2.9%1.9%2.9% 1.5%0.5%2.9%0.5%2.9% 1.5%0.3%2.8%0.3%2.8% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 4 ) . D W G 25 - O c t - 2 0 2 3 12 : 3 7 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 122 OF 123 328+00 104 108 112 116 120 104 108 112 116 120 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 328+50 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 329+00 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 329+50 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 330+00 100 104 108 112 116 100 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40 328+79.01 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 360-4-8-12-16-20-24-28-32-36-40 329+34.44 104 108 112 116 104 108 112 116 0 4 8 12 16 20 24 28 32 36 400-4-8-12-16-20-24-28-32-36-40-44 11 1 . 0 11 1 . 0 3 11 0 . 5 11 0 . 4 7 11 0 . 0 10 9 . 8 2 10 9 . 6 10 9 . 5 3 10 8 . 9 10 9 . 0 5 10 8 . 7 10 8 . 8 3 10 8 . 1 10 8 . 1 3 1.5%0.2%2.0%0.2%2.0% 1.5%2.7%1.9%2.7%1.9% 3.7%1.9%3.7%1.9% 3.7%1.9%3.7%1.9% 1.3%1.7%1.8% 1.5%2.8%2.8% 1.5%0.8%0.8%0.8% TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T TO W N L A Y O U T 14 1 7 0 . 0 0 _ H D ( X S E C - 4 ) . D W G 25 - O c t - 2 0 2 3 12 : 3 7 P M Pl o t t e d o n 0 0 HOR. SCALE IN FEET VER. SCALE IN FEET 0 0 8 16 8 8 16 8 TOWN OF BREWSTER MILLSTONE ROAD CROSS SECTIONS SHEET 123 OF 123 Town of Brewster 2198 Main Street Brewster, MA 02631-1898 Phone: (508) 896-3701 www.brewster-ma.gov MEMORANDUM To: Select Board From: Donna Kalinick, Assistant Town Manager CC:Peter Lombardi, Town Manager RE: Pond Property Policy Date: March 8, 2024 Town Administration, in collaboration with the Cape Cod Sea Camps internal operations team, has been developing plans to provide interim access to the Pond Property, located off Route 137. In line with the plans and policies that have been implemented for the Bay property, the team has developed a policy for interim use of the Pond Property. This policy is based on similar policies for First Light Beach #64, the Brewster Community Pool #65, and Beaches & Landings #22. The Town will be hosting tours of the Pond Property in advance of Town Meeting on April 6th and 10th, from 10am to 2pm. The Public Works Department has developed an interim parking area of 5 spaces, about two thirds of the way down the drive on the left-hand side of the road where an informal turn-off already existed. A minor stormwater permit was granted in conjunction with this project. The Town also sought a request for determination (RDA) through the Conservation Commission to allow the interim activities and maintenance in the area down by the beach that is within the wetlands. Conservation Commission approval was not needed for the interim parking area as it is well outside the wetland buffer zone. The Town plans to open the interim parking area for residents after the tours have been completed in April. Due to limited parking, the limitations of this access, and the sensitivity to the wetlands, it is important that vehicles do not continue past the interim parking area and that they only park in the new designated area. There will not be any amenities at this location for this coming summer besides a portable bathroom and signage. This expanded interim access is an opportunity for residents to familiarize themselves with the Pond property and enjoy the walking trails and beach area. Town staff will be monitoring this location as necessary and will be adding signage in the appropriate areas. Office of: Select Board Town Manager 1 Town of Brewster 2198 Main Street Brewster, MA 02631 www.brewster-ma.gov Phone: (508) 896-3701 www.brewster-ma.gov SELECT BOARD POLICY ON SEA CAMPS POND PROPERTY VISITOR ACCESS AND PARKING A.PURPOSE: The purpose of this policy is to explain parking and visitor access rules for the former Sea Camps Pond Property at 500 W.H. Besse Cartway. A single unpaved drive traverses the Pond Property. When used previously for camp activities, vehicle parking was not needed. To allow public access to the now Town-owned property, the Town has created a small parking area for up to 5 vehicles. Use regulations are necessary to protect visitors and the property’s environment. These regulations apply to the former Sea Camps Pond Property and are promulgated by the Brewster Select Board who is charged with care, custody, and control of the property. B.RULES AND REGULATIONS: 1. Vehicle parking is allowed in five (5) designated spaces only. Vehicles are not permitted to park in any location other than the designated parking area. Parking is prohibited along the drive and from blocking emergency access including on or adjacent to the drive and any adjacent roads. Motor vehicles are not permitted to park or travel beyond the designated parking area. 2. The beach and parking area will be open from dawn to dusk. Vehicles that remain in the parking lot after dusk will be towed at the owner’s expense. 3. Visitors are allowed to enter the property on foot or by bicycle. All visitors must exit the property by dusk. Pedestrian and/or bicycle entry may be restricted by appropriate Town Agents as needed. 4. Vehicles should not continue down the drive past the parking area. If the parking area is full, visitors are asked to use the parking turn around area to exit the property. The existing drive is very narrow in areas, particularly towards the west end of the drive. There are no parking areas at the beach area and the proximal sensitive wetland Policy No. 68 Approved: 03/25/2024 2 resource areas. There currently is no drop off and turn around area at the pond. 5.THERE IS NO LIFEGUARD ON DUTY. SWIM AT YOUR OWN RISK. Please supervise children at all times within the public beach area, including in the water and on the beach area. 6.No boat storage. 7.No motorized vessels on the beach. 8.Please keep off sensitive wetland resource areas. Do not pick or disturb vegetation. Be aware of poison ivy, which is abundant. No feeding of waterfowl is allowed. 9. Per Board of Health Regulation, smoking is prohibited on all public bathing beaches, Town-owned parks, playgrounds, playing fields and walking trails. 10. Per Board of Health Regulation, animals and/or pets are not permitted at public ponds, landings, beaches and tidal flats and the associated parking areas, or in unattended vehicles from May 15 to September 15. At all other times, owners are responsible for keeping pets leashed and for the removal of animal waste. 11. The consumption of alcohol, the consumption of marijuana (whether through smoking or edibles) and the use of illegal drugs is not permitted in or on Town facilities. No person shall possess alcohol, marijuana products or paraphernalia, or illegal drugs on Town property. It is unlawful for any person to consume alcoholic beverages on public highways or in public parking places, including vehicles thereon, within the Town of Brewster. 12. Littering is prohibited. All visitors must take all refuse and recycling with them from the property. Glass containers are not allowed. 13. No person shall disturb the peace and tranquility of others. No lewd, obscene, profane, or indecent acts or language or excessive noise are permitted on Town property. 14. The damaging, defacing, or removing of any building, structure, or sign on Town property is not allowed. Violators will be prosecuted. 15. Selling, advertising, or giving away of goods or services on Town property is not allowed, except with written permission from the Select Board. 3 16. Tents, travel trailers, campers or other recreational vehicles are not allowed overnight on Town property. Vehicles over 20 ft are not permitted. Vehicles must fit within the parking lot in the designated parking area. 17. Use of open fires or the use of fireworks is prohibited at all times, per the Fire Department. 18. Access may be restricted at the discretion of the appropriate Town Agents at any time. 19. Private events are not permitted on this property. C.VIOLATIONS, PENALTIES, and ENFORCEMENT 1.Pursuant to the provisions of Massachusetts General Laws, Chapter 40, Section 22, whoever shall violate the provisions of this Regulation shall be subject to a fine in the amount of ($40.00) Forty Dollars per occurrence. 2.Fines shall be issued in accordance with the provisions of Massachusetts General Laws, Chapter 90, §20A ¼ , wherein it shall be the duty of every police officer who takes cognizance of a violation hereunder, to forthwith give the offender a notice, which shall be in tag form as provided in said Section 20A ¼ , to appear before the Brewster Town Clerk at any time during regular office hours, not later than twenty-one (21) days after the date of such violation. Said tag shall be affixed securely to the motor vehicle and shall contain, but shall not be limited to, the following information: the make, color and registration number of the vehicle involved and the state of issuance of said registration number, the date, time and place of the violation, the specific violations charged, the name and badge number of the officer and his division, a schedule of established fines, instructions for the return of the tag and a notice which reads: “This notice may be returned by mail, personally or by an authorized person. A hearing may be obtained upon the written request of the registered owner. Failure to obey this notice within twenty-one days after the date of violation may result in the non-renewal of the license to drive and the registration of the registered owner.” 3.The Brewster Police Department shall also have authority to tow the motor vehicle in the event it is not removed within four (4) hours of the issuance of the fine, or in the event the enforcing officer determines the vehicle is causing a public safety hazard. 4 4.The Brewster Town Clerk, a duly appointed Parking Clerk for the Town of Brewster, shall maintain a docket of all such notices to appear. Any person notified to appear before the Parking Clerk, as provided herein, may appear before such parking clerk, or their designee, and confess the offense charged, either personally or though an agent duly authorized in writing or by mailing to such Parking Clerk the notice accompanied by the fine provided therein. Payment of the fine established shall operate as a final disposition of the case. 5.Should any person fail to pay the fine, or having appeared desire not to pay the fine, the Parking Clerk shall forthwith schedule a hearing. Written notice of the date, time, and place of said hearing shall be sent by first-class mail to the registered owner. Said hearing shall be informal, the rules of evidence shall not apply, and the decision of the hearing officer shall be final subject to judicial review as provided by Chapter 30(A) Section 14 of the Mass. General Laws. 6.The foregoing Regulation is adopted by the Brewster Select Board on this twenty-fifth day of March 2024 and shall take effect after it has been published at least once in a local newspaper. Approved by the Brewster Select Board: ___________________________ ___________________________ Ned Chatelain, Chair Mary Chaffee, Vice Chair ___________________________ ___________________________ Kari Hoffmann, Clerk Dave Whitney ___________________________ Cynthia Bingham DRA F T 1 Town of Brewster 2198 Main Street Brewster, MA 02631 www.brewster-ma.gov Phone: (508) 896-3701 www.brewster-ma.gov SELECT BOARD POLICY ON SEA CAMPS POND PROPERTY VISITOR ACCESS AND PARKING A. PURPOSE: The purpose of this policy is to explain parking and visitor access rules for the former Sea Camps Pond Property at 500 W.H. Besse Cartway. A single unpaved drive traverses the Pond Property. When used previously for camp activities, vehicle parking was not needed. To allow public access to the now Town-owned property, the Town has created a small parking area for up to 5 vehicles. Use regulations are necessary to protect visitors and the property’s environment. These regulations apply to the former Sea Camps Pond Property and are promulgated by the Brewster Select Board who is charged with care, custody, and control of the property. B. RULES AND REGULATIONS: 1. Vehicle parking is allowed in five (5) designated spaces only. Vehicles are not permitted to park in any location other than the designated parking area. Parking is prohibited along the drive and from blocking emergency access including on or adjacent to the drive and any adjacent roads. Motor vehicles are not permitted to park or travel beyond the designated parking area. 2. The beach and parking area will be open from dawn to dusk. Vehicles that remain in the parking lot after dusk will be towed at the owner’s expense. 3. Vehicle permits are required for parking on this property from June 15 through the Sunday of Labor Day weekend. Permits for parking may be obtained by residents using the mail-in program or online at www.brewster-ma.gov. Residents will be issued a physical permit that must be placed on the rear left bumper of the vehicle. Failure to properly attach and display the resident beach permit will result in a fine. Policy No. 68 Approved: 03/25/2024 DRA F T 2 2. Non-resident daily and seasonal permits can be purchased online and will be issued electronically using plate reader technology verification. All permits (resident and non-resident) will bear the registration number and state for the vehicle for which it has been issued and shall be valid only for that vehicle. 3.4. Visitors are allowed to enter the property on foot or by bicycle. All visitors must exit the property by dusk. Pedestrian and/or bicycle entry may be restricted by appropriate Town Agents as needed. 4.5. Vehicles should not continue down the drive past the parking area. If the parking area is full, visitors are asked to use the parking turn around area to exit the property. The existing drive is very narrow in areas, particularly towards the west end of the drive. There are no parking areas at the beach area and the proximal sensitive wetland resource areas. There currently is no drop off and turn around area at the pond. 5.6. THERE IS NO LIFEGUARD ON DUTY. SWIM AT YOUR OWN RISK. Please supervise children at all times within the public beach area, including in the water and on the beach area. 6.7. No boat storage. 7.8. No motorized vessels on the beach. 8.9. Please keep off sensitive wetland resource areas. Do not pick or disturb vegetation. Be aware of poison ivy, which is abundant. No feeding of waterfowl is allowed. 9.10. Per Board of Health Regulation, smoking is prohibited on all public bathing beaches, Town-owned parks, playgrounds, playing fields and walking trails. 10.11. Per Board of Health Regulation, animals and/or pets are not permitted at public ponds, landings, beaches and tidal flats and the associated parking areas, or in unattended vehicles from May 15 to September 15. At all other times, owners are responsible for keeping pets leashed and for the removal of animal waste. 11.12. The consumption of alcohol, the consumption of marijuana (whether through smoking or edibles) and the use of illegal drugs is not permitted in or on Town facilities. No person shall possess alcohol, marijuana products or paraphernalia, or illegal drugs on Town property. It is unlawful for any person to consume alcoholic beverages on public highways or in public parking places, including vehicles thereon, within the Town of Brewster. DRA F T 3 12.13. Littering is prohibited. All visitors must take all refuse and recycling with them from the property. Glass containers are not allowed. 13.14. No person shall disturb the peace and tranquility of others. No lewd, obscene, profane, or indecent acts or language or excessive noise are permitted on Town property. 14.15. The damaging, defacing, or removing of any building, structure, or sign on Town property is not allowed. Violators will be prosecuted. 15.16. Selling, advertising, or giving away of goods or services on Town property is not allowed, except with written permission from the Select Board. 16.17. Tents, travel trailers, campers or other recreational vehicles are not allowed overnight on Town property. Vehicles over 20 ft are not permitted. Vehicles must fit within the parking lot in the designated parking area. 17.18. Use of open fires or the use of fireworks is prohibited at all times, per the Fire Department. 18.19. Access may be restricted at the discretion of the appropriate Town Agents at any time. 19.20. Private events are not permitted on this property. C. VIOLATIONS, PENALTIES, and ENFORCEMENT 1. Pursuant to the provisions of Massachusetts General Laws, Chapter 40, Section 22, whoever shall violate the provisions of this Regulation shall be subject to a fine in the amount of ($40.00) Forty Dollars per occurrence. 2. Fines shall be issued in accordance with the provisions of Massachusetts General Laws, Chapter 90, §20A ¼ , wherein it shall be the duty of every police officer who takes cognizance of a violation hereunder, to forthwith give the offender a notice, which shall be in tag form as provided in said Section 20A ¼ , to appear before the Brewster Town Clerk at any time during regular office hours, not later than twenty-one (21) days after the date of such violation. Said tag shall be affixed securely to the motor vehicle and shall contain, but shall not be limited to, the following information: the make, color and registration number of the vehicle involved and the state of issuance of said registration number, the date, time and place of the violation, the DRA F T 4 specific violations charged, the name and badge number of the officer and his division, a schedule of established fines, instructions for the return of the tag and a notice which reads: “This notice may be returned by mail, personally or by an authorized person. A hearing may be obtained upon the written request of the registered owner. Failure to obey this notice within twenty-one days after the date of violation may result in the non-renewal of the license to drive and the registration of the registered owner.” 3. The Brewster Police Department shall also have authority to tow the motor vehicle in the event it is not removed within four (4) hours of the issuance of the fine, or in the event the enforcing officer determines the vehicle is causing a public safety hazard. 4. The Brewster Town Clerk, a duly appointed Parking Clerk for the Town of Brewster, shall maintain a docket of all such notices to appear. Any person notified to appear before the Parking Clerk, as provided herein, may appear before such parking clerk, or their designee, and confess the offense charged, either personally or though an agent duly authorized in writing or by mailing to such Parking Clerk the notice accompanied by the fine provided therein. Payment of the fine established shall operate as a final disposition of the case. 5. Should any person fail to pay the fine, or having appeared desire not to pay the fine, the Parking Clerk shall forthwith schedule a hearing. Written notice of the date, time, and place of said hearing shall be sent by first-class mail to the registered owner. Said hearing shall be informal, the rules of evidence shall not apply, and the decision of the hearing officer shall be final subject to judicial review as provided by Chapter 30(A) Section 14 of the Mass. General Laws. 6. The foregoing Regulation is adopted by the Brewster Select Board on this eleventh twenty-fifth day of March 2024 and shall take effect after it has been published at least once in a local newspaper. Approved by the Brewster Select Board: ___________________________ ___________________________ Ned Chatelain, Chair Mary Chaffee, Vice Chair ___________________________ ___________________________ Kari Hoffmann, Clerk Dave Whitney DRA F T 5 ___________________________ Cynthia Bingham Donna Kalinick From: Peter Lombardi Sent: Tuesday, March 12, 2024 3:13 PM To: Heath Eldredge; Donna Kalinick Subject: RE: Pond Property Thanks for this follow-up, Chief — we appreciate it. Peter Lombardi Town Manager Town of Brewster 508-896-3701 x. 1128 Brewster Town Offices are open to the public Monday through Thursday from 8:30am to 4:OOpm, and by appointment on Fridays. From: Heath Eldredge <heldredge@brewster-ma.gov> Sent: Tuesday, March 12, 2024 3:12 PM To: Peter Lombardi <plombardi@brewster-ma.gov>; Donna Kalinick <dkalinick@brewster-ma.gov> Subject: RE: Pond Property I took a drive down there today, and based on the location I have a couple of observations. First, being as out of the way as it is from the rest of the beaches in town, regular enforcement of beach sticker parking would reduce the amount of proactive enforcement we are able to do at the other beaches. Not to say we can't accomplish it, but it would detract from the other beaches. My second observation is less to do with our enforcement capabilities, but more to do with the setup. Seeing that the interim parking area is so far from the actual pond/beach area, residents may be confused about the requirement for a beach sticker. I would almost compare this new parking area to the parking area at the end of Run Hill Road to access the trails of the Punkhorn. Yes, the Upper Mill Pond access is within walking distance, but we don't treat that lot as a beach parking lot. Obviously, this is more of a policy decision for the Select Board, but just my observations. Long Pond Lo ng Po ndWoodlands P P Sea CampsPond Pro per t y LONG POND ROAD -ROUTE 137 A L L E N D R I V E A T W O O D D R I V E E N T R A N C E D R I V E Beach W.H.BESSECARTWAYCROWELLSBOGROAD Interim Parking(5 SPOTS) FutureMass AudubonProgramming Future Housing& Wastewater Treatment10 Acres Co n s e r v a ti o n Lan d56 A c r e s Trail Parking(3 SPACES) ÞGateÞ2ndGate No VehicleAccess BeyondThis Point ³²YOUAREHERE---- Long Pond Woodlands Trail Path to Beach - 0.6 Mile Round Trip Unm arked Trail Road / Drive Pond Wetlands Building ±0 500250 Feet POND PROPERTY EXISTING CONDITIONS MAP APRIL 2024 DAJ3 / 2024 For Your Information March 25, 2024 1.Barnstable County Sheriff’s Office Year in Review 2.Brewster’s MassDOT Chapter 90 Apportionment for FY2025 3.MassPRIM (Pension Reserves Investment Management) February Report 4.Changes to the Xﬁnity Channel Line-up Photograph by Parth Patel year in review 2 0 2 3 Barnstable County Sheriff’s Office The Barnstable County Sheriff’s Office has always been dedicated to improving public safety. This historic and overarching goal has not changed. With a new sheriff in office, however, the approach is different. In 2023, we set our sights on three main objectives: prevention of criminal behavior, providing quality care for incarcerated individuals, and helping the indi- viduals succeed once they are back in society. As one of 14 Massachusetts sheriffs, the BCSO runs a correctional facility that houses people who have committed lower-level crimes with sentences no longer than 2.5 years. Our incarcerated individuals are our neighbors, family members, employees, and students. The majority of them have grown up with severe trauma, addiction, and/or men- tal health struggles. Many have been abused as children, raised in foster care, and multi-genera- tional dysfunction. We must address the root causes of their behav- ior if we want them to get well. That means pro- viding mental and medical care, job placement, and vocational classes while they are here and connecting them to appropriate services when they are released. To that end, we reallocated our resources by ending our relationship with U.S. Immigration and Customs Enforcement. We gave away our patrol boat. We ended our contract with a pri- vate for-profit healthcare vendor and hired our own in-house Health Services Department. We invested in Youth Programs in 2023 and plan to do even more in 2024. Bridges are an important symbol of this new course of action. Only by creating relationships with outside organizations, can we build a safety net that assists both youth-at-risk and those already in the criminal justice system. Providing quality care means caring for the staff. Among other professional development and support, we added mental health first aid classes for the employees this year to bolster a training department that is already second to none. It’s excit- ing to think about what we can accomplish together in 2024. A new system is rising that prioritizes rehabilitation and treatment. It will improve public safety for all of us. Very truly yours, Donna D. Buckley Barnstable County Sheriff welcome to the Barnstable County Sheriff’s Office The Barnstable County Sheriff’s Office was founded in 1692. We have evolved with the criminal justice system in both our physical spaces and our philosophies. The original six- cell “Old Jail” at 3353 Main Street, Barnstable operated from 1692 to 1820 and is the oldest wooden jail in the United States. For the past 20 years, the Barnstable County Correctional Facil- ity has been at 6000 Sheriff’s Place, in Bourne. As it has for centuries, our main mission today continues to be operation of a correctional fa- cility and the care and custody of incarcerated individuals. We are a part of the Cape’s public safety com- munity in many other ways. Between our Re- gional Emergency Communications Center and our Bureau of Criminal Investigations, we respond to most public safety emergencies throughout Cape Cod on a daily basis. Whether it’s our officers participating in undercover in- vestigations, or our youth programs director re- directing teenagers before they commit crimes, we are helping keep this county safe and im- proving outcomes for those who are incarcer- ated. The Barnstable County Correctional Facility, which opened in 2004, can hold up to 588 incarcerated individuals and consists of three houses made up of 12 different pods or housing units. These units house both male and female pre-trial and sentenced inmates. we receive most of our funding ($32.8 million in 2023) from the Commonwealth of Massachusetts. we also were awarded $3.7 million in grants in 2023. The Five Most Common Charges for 2023 incarceration Population Trends A total of 1,028 people were taken into custody this year, 183 (17.8 %) women to 845 males. They in-clude 616 pre-trial intakes and 56 sentenced, along with 356 people held for warrant management/ police “safekeeps.” (Safekeeps is shorthand for de-tainees who were arrested after the courts closed. We hold them until they can be arraigned.) Statewide incarcerated Populations Have Decreased (2017-2024, Snapshot as of Jan 1st by year) Barnstable County Correctional Facility Population (2017-2024 snapshot as of Jan. 1st by year) Source: Cross-Tracking System | State & County Correctional Populations | Mass.gov in 2023, the staff booked 1,028 individuals into the Barnstable County Correctional Facility. l 162 Counts: A&B on Family/Household Member l 100 Counts: A&B l 94 Counts: Resist Arrest l 92 Counts: Threat to Commit Crime l 85 Counts: Assault W/Dangerous Weapon Human Services and Programs grew rapidly in 2023. Chief of Inmate Programs and Services Barbara Clarkson and her staff have spent the year creating and improving treatments with a focus on trauma-informed care. Programs are designed to address criminal and addic- tive behaviors, reduce recidivism, and pro- mote community safety. We have switched to a case-management model, whereby every incarcerated individual (pre-trial and sentenced) is assigned a case manager soon after intake. Re-entry work is embedded into the program, which includes work with Mass Health, provider appoint- ments, and community resources. During 2023, we prioritized the development of an all-inclusive Women’s Therapeutic Treat- ment Program or WTTP, and began reevalu- ating the programming available to men. Programs Department expands The Education Department began offering GED testing online. The BCSO partnered with Falmouth Public Library to organize our library and improve access to books. Goal Setting and Journaling for men. Journaling for women Memoir Writing for women l l l l l what else is new programs? Bourne Substance Free Coalition Co-Founder and Licensed Mental Health Counselor Beth Griffin and Chief of Inmate Programs and Services Barbara Clarkson carry Resource Bags donated by the Coali- tion. The bags contain life-saving Narcan, fentanyl test strips, toiletries, bus schedules, a MBTA Charlie Card, pens, paper and hand sanitizer to be given to the incarcerated individuals when they are released. Programs Partners 2023: we Can independence House Learn to Cope Children’s Cove amazing Grace Mass-Hire / Second Chance employers Massachusetts rehabilitation Commission Department of Transitional assistance Housing assistance Corporation Grace yoga Health imperatives Duffy Health Center Cape Cod Chamber of Commerce Bourne Substance Free Coalition Cape Cod Community College Big Brothers Big Sisters of Cape Cod and the islands Community Health Centerof Cape Cod Cultural Center of Cape Cod Gosnold Behavioral Health Police athletic League of Cape Cod Phone Calls Became Free in 2023 Corrections ink The print shop serves Barnstable County nonprofit organizations and government agencies by creating flyers, envelopes, bro- chures, business cards, and booklets at the very low price of what it costs us in materi- als. The print shop also introduces incar- cerated individuals to design and printing skills. Print Shop Director Paul Coyle uses his experience in advertising to design a variety of print material — including what you are reading right now. For more infor- mation: BCSOprintshop@bsheriff.net Other Services to nonprofits and Government Organizations In December of 2023, Governor Maura Healy signed legislation that hugely improved individuals’ ability to communicate with the outside world. Communicating with spouses, parents, siblings, and friends is tremendously important as a way for incarcerated individuals to maintain strong support systems. Individuals at the BCCF are given tablets, which they use to do everything from making phone calls and texting, to watching movies, and reading books. On Dec. 1 all inmate telephone communication through provider Securus went from being paid by the incarcerated individuals and their families to a no-cost model. This includes phone calls, text, and video visitation. The cost of free phone calls In the first week alone, the call volume increased from 900 phone calls to 2,761 phone calls, a 300% increase. With free phone calls came the need for more resources to protect victims and maintain public safety. The BCSO’s Special Operations Unit (SOU) is responsible for the monitoring of these phone calls. Monitoring protects victims, helps solve crimes, and helps prevent crimes including gang and drug related activity. The SOU also reviews all incoming and out- going texts and video messages. Texts have increased from an av-erage of 30 incoming and 30 outgoing in the period of a weekend, to 438 incoming and 122 outgoing. Additionally, video messages have increased from 5 videos over a weekend to 90 videos. Finally, there has been approximately a 400% increase in video visitation appointments as well. We want to help, not hurt. Everything we do is designed to improve the outcomes of our incarcerated popula- tion. That begins with the most basic of human rights, mental and physical health care. The Health Services Department at the Barnstable County Correctional Facility opened on August 14, 2023. Sheriff Buckley terminated the Facility’s contract with the private medical vendor and moved forward with her vi- sion for an in-house medical department. The Health Services Dept. consists of nurses, mental health clinicians, psychiatric staff, and health services administration. Health Services Came Home in 2023 The BCSO lends out tents for outdoor functions. Work crews made up of incarcerated individuals do light construction and other jobs. l l Licensed Professional Counselor Shelley Hart Helping victims Stay Safe in 2023 victim Services notified 230 crime victims of incarcerated indi-viduals’ custody status. in partnership with the Cape & islands District attorney’s Office, provided over 160 victims with information on pre-trial offenders released on bail. Coordinated the service of over 55 restraining orders on individuals in the custody of the BCSO, thus ensuring that the offender cannot contact the victim while incarcerated. l l l BCSO WOOD WORKING SHOP Est. 2023 SH a Pin G LiveS in wOOD SHOP The sawdust started to fly as soon as Lt. Sean Plummer took over the operation of the wood shop in 2023. Con- struction is one of the main ways to make a living in this area. Teaching incarcerated individuals carpentry and woodworking has always been a goal of the sheriff’s of- fice. Lt. Plummer has “built up” the program. Plummer’s lifelong hobby has been woodworking and carpentry. During his first year, Plummer and his students made Adirondack chairs and ottomans, side tables, bat houses, and birdhouses. His students can be creative. They have made wooden vases, bowls, cribbage boards, and wooden plates. One man designed a piggy bank to keep spare change that looks exactly like a metal motorcycle tank. Plummer shares his joy for woodworking with his stu- dents. Hopefully, it’s a lesson they won’t forget. wood Shop Director Lt. Sean Plummer displays a “piggy bank” fashioned after a motorcycle that was made by an incarcerated individual during wood- working class. Domestic violence is the No. 1 charge that led to incarcera- tion at the BCCF in 2023. Unfortunately, violence against intimate partners is extremely common. For 20 years, Vic- tim Services Specialist Jeffrey Ryan has been helping victims who are often scared, traumatized, and vulnerable. Ryan’s job falls under the requirements of the so-called “Massachusetts Crime Victim Bill of Rights,” which man- dates victims be notified of offenders’ release dates. Ryan helps the victims with safety plans and restraining orders. Ryan also works to bring an end to domestic violence as a community activist. He is a member of the Cape & Islands Domestic Violence Council, the Cape & Islands Domestic Violence High-Risk Task Force, the White Ribbon Project, the Human Trafficking Working Group of Cape Cod, and the Statewide Post-Conviction Victim Services Working Group. DOMESTIC VIOL E N C E BCSO has been in the emergency communications busi- ness since 1938 when the Massachusetts State Legisla- ture passed Chapter 100, of the Acts of 1938, authoriz- ing the county commissioners to operate a police broad- casting radio system. BCSO was incorporated into this by the county commissioners, and it officially became the Police County Radio system. Since that time many facets of the BCSO operation have changed, and we expect that to continue as the years go by. In 2023, the ECC handled 47,227 911 calls, 30,603 fire and EMS calls for service, 1,272 mutual aid calls, 48,017 CMED calls, 1,653 BCI calls, and 231 K-9 Calls. wHO we are: The core of the RECC is the people who work there around the clock. When fully staffed, there are 33 full-time telecommunicators and 10 per diem CMED operators, a training offi- cer, an operations lieutenant, an assistant director, and a director. These are the first, first responders. wHaT we DO: The Barnstable County Sheriff’s Office Emer- gency Communications Center (RECC) offers: • Regional 911 for 8 communi- ties • Operates the mutual aid center for the county, dispatches BCSO K-9 and Bureau of Criminal Inves- tigation and provides Centralized Medical Emergency Direction (CMED) services for 4 area hos- pitals. Mashpee Fire Department Orleans Fire Department Harwich Fire Department Wellfleet Fire Department Brewster Fire Department Bourne Fire Department West Barnstable Fire Department Barnstable Fire Department Dennis Fire Department Joint Base Cape Cod Fire Department radio Tech Division regional emergency Communications Center radio Tech Owen McLaughlin The Technical Services Division or “radio shop”, maintains and repairs the Barnstable County Sheriff’s 2-way public safety radio systems and related subscriber units, security cam- eras, vehicle emergency lighting, and several other systems. Additionally, the radio shop offers radio troubleshoot- ing, repair, programming, installation, and other radio services to any public safety agency within the county. The techs work closely with the Massachusetts State Police radio techs in assisting with the statewide 800 MHz trunked radio system that serves the majority of public safety agencies on Cape Cod. The techs are on call 24/7 for both the BCSO as well as the other public safety agencies we serve. we provide emergency fire and eMS dispatch services for 10 fire departments on Cape Cod. Civil Process Delivers The primary function of the Bureau of Criminal Investigation, or more com- monly referred to as BCI, is to pro- vide professional forensic services to the multiple public safety agencies of Barnstable County through documen- tation, processing, analysis and report- ing. Almost all of the incidents that BCI responds to are based on Locard’s Exchange Theory which states “Any action of an individual…cannot occur without leaving a trace.” BCI handles a wide variety of incidents, but for the last 5 years, motor vehicle accidents have consistently topped the charts as the most requested service, closely followed by breaking and enterings, assault and batteries, vandalism, pho- tography and evidence processing. BCI assists with motor vehicle accidents on almost a daily basis. For the most part, car accidents require straightfor- ward scene documentation that can be cleared in 30-60 minutes. Conversely, breaking and entering investigations are time-consuming, multi-faceted events that range from scene docu- mentation to evidence collection and processing and ultimately latent finger- print analysis which combined can be several days of work. The investigation hopefully concludes with the identifica- tion of a suspect. Officers within the BCI unit utilize the universally accepted Analysis, Comparison, Evaluation, Veri- fication method or otherwise known as ACE-V, when identifying fingerprints. To reduce cognitive bias in the verifi- cation phase, the unit has recently in- tegrated blind verifications into the process. Coupled with technical and administrative reviews of all latent identifications, the result is a profes- sional and transparent work product. BCi responded to More Crimes than ever in 2023 The mission of the CPD is to serve civil court papers on behalf of plaintiff at- torneys or Pro Se plaintiffs, (plaintiffs who represent themselves in court.) The reason court papers are served by Deputy Sheriffs to defendants in civil mat- ters is to ensure that defendants are legally notified and aware of the pending litigation against them. Not all court papers have to be served by hand, but the CPD attempts to serve all defendants by hand because that is the most reliable form of service. The Barnstable County Sheriff’s Office’s K9 officers, Tactical Response Team, and Special Operations officers assist individual police departments, and state and federal agencies during large-scale in- vestigations, missing person searches, and special responses. Our officers are trained in hostage ne- gotiation and assist in SWAT team operations. We have drones, bike and ATV patrols that assist towns during major events, like parades and fes- tivals. We offer remote-controlled search robots and a mobile command post. Our partner law enforcement agencies include: • Cape Cod regional Law enforcement Council • U.S. Drug enforcement agency • Cape Cod Drug Task Force Law enforcement: we Have your Back Our youth Programs partners include: • Bay Cove Human Services • Children’s Cove • YMCA’s Camp Lyndon • The Family Table Collaborative • West Barnstable Fire Department • The Cape Cod Chamber of Commerce • Cape Cod Community College • People of Action • Barnstable Police • Yarmouth Police • Dennis Police • Cape Cod Baseball League, Falmouth Commodores Prevention Strategy: Focus on youth The best way to keep our community safe is to teach pro-social skills to our young people. The BCSO Youth Academy, which graduated 19 students in 2023, ad- dresses the root causes of anti-social behavior includ- ing mental illness, child abuse, and substance abuse in a structured learning environment. The instructors fo- cus on mental health awareness, self-control, respect, teamwork, integrity, communication, and decision- making skills for students ages 12 to 16. The students bond with each other and form lasting relationships with the group leaders, while they learn about nutri- tion, mental health, career planning, and team building from some of the best community leaders on Cape Cod. in May, Majors Louis Langton and Kevin Fernandes were given the Medal of valor from the executive Office of Public Safety and Security for successfully convincing a shooter to surrender. Their successful ne-gotiation protected the other responding officers and citizens in a densely populated neighborhood. They were working as members of the Cape Cod regional Law enforcement Council’s SwaT team. The Barnstable County Sheriff’s Office hired a to- tal of 59 individuals in 2023. The Human Resources Dept. recruited all year long. They attended 7 career fairs and held two correctional officer academies. We continue to recruit. Jobs at the BCSO are di- verse opportunities and can accommodate a vari- ety of talents and interests. Generous state health and retirement benefits are included. The BCSO held two correctional officer recruit training academies in 2023 and graduated 17 new correctional officers. Careers here: • Corrections Officers• Telecommunicators• Radio Technicians• Human services employees• Maintenance staff• Information Technology• Administrative support• Criminal identification staff for the Bureau of Criminal Investigation• Medical employees Third Quarter employee of the Quarter: Deputy Kenneth Finnemore Second Quarter employee of the Quarter: Sgt. Terry Mumper First Quarter employee of the Quarter: Deputy Brittney Martinsen of the Special Operations Unit Public Safety employee of the year andrew de Blank, CMeD Civilian employee of the year award Patrick DePina Correctional Officer of the year Brian Garvey To keep up with the latest news and opportunities at the BCSO follow us on OUr PeOPLe are OUr everyTHinG Barnstable County Sheriff’s Office barnstablesheriff @bcsosheriff2 Barnstable County Sheriff’s Office Barnstable County Sheriff’s Office MAURA T. HEALEY GOVERNOR Peter Lombardi Town Manager Town of Brewster 2198 Main St. Brewster, MA 02631 Dear Peter Lombardi, OFFICE OF THE GOVERNOR COMMONWEALTH OF MASSACHUSETTS STATE HOUSE BOSTON, MA 02133 (617) 725-4000 KIMBERLEY DRISCOLL LIEUTENANT GOVERNOR February 27, 2024 We are pleased to announce that under the administration of Governor Maura Healey and Lieutenant Governor Kim Driscoll, a total of $400 million for Fiscal Year 2024 and Fiscal Year 2025 was filed for the MassDOT Chapter 90 Program to support local infrastructure across the Commonwealth's 351 cities and towns over the next two years. This funding demonstrates the Administration's continued support in strengthening municipal partnerships and providing financial resources that support transportation improvements at the local level. This letter certifies that, contingent upon legislative approval of the $200 million annual bond authorization, Brewster's Chapter 90 apportionment for Fiscal Year 2025 is $311,313.31. This apportionment will automatically be incorporated into your existing Chapter 90 contract with MassDOT with no further action needed by the municipality. Apportionments for all communities are available online at www.mass.govlchapter-90-program . Please note that while the bill enacting these funds has been filed, the funds are not available for municipal use until final legislative approval is obtained. The Chapter 90 Program is an integral part of maintaining and enhancing your community's infrastructure and is an essential component of our state -local partnership. We look forward to working with you in the coming year to continue the success of this program. Sincerely, ,/(1. r/h,L_ Maura Healey Governor Kim Driscoll Lieutenant Governor Your beginning net asset value for the period was: Your change in investment value for the period was: Your exchanges from (to) the Cash Fund for the period were: Your ending net asset value for the period was: Net Change in Investment Value represents the net change through investment activities as follows: Gross Investment Income: Less Management Fees: Net Investment Income: Net Fund Unrealized Gains/Losses: Net Fund Realized Gains/Losses: Net Change in Investment Value as Above: State Retirees Benefits Trust Fund Month To Date Fiscal Year To Date Calendar Year To Date 53 State Street, Suite 600 Boston, Massachusetts 02109 Deborah B. Goldberg, Treasurer and Receiver General, Chair Michael G. Trotsky, CFA, Executive Director and Chief Investment Officer Pension Reserves Investment Management Board If you have any questions regarding your statement, please contact the Client Services team at clientservice@mapension.com. A detailed statement of your account is attached to this summary sheet. Town of Brewster 60,000.00 4,341,281.19 80,388.78 3,790,975.25 300,000.00 4,341,281.19 250,305.94 4,140,115.18 120,000.00 4,341,281.19 81,166.01 7,388.32 (1,373.67) 12,677.09 6,014.65 80,388.78 61,697.04 62,037.97 (12,500.60) 50,620.56 49,537.37 250,305.94 150,148.01 12,736.33 (2,236.52) 22,593.31 10,499.81 81,166.01 48,072.89 $4,341,281.19 4,200,892.41 February 01, 2024 to February 29, 2024 As of February 29, 2024 the net asset value of your investment in the SRBT Fund was: Your beginning net asset value for the period was: Your investment income for the period was: Your ending net asset value for the period was: Cash Investment Month To Date Fiscal Year To Date Calendar Year To Date 53 State Street, Suite 600 Boston, Massachusetts 02109 Deborah B. Goldberg, Treasurer and Receiver General, Chair Michael G. Trotsky, CFA, Executive Director and Chief Investment Officer Pension Reserves Investment Management Board If you have any questions regarding your statement, please contact the Client Services team at clientservice@mapension.com. A detailed statement of your account is attached to this summary sheet. Town of Brewster 0.00 0.00 $0.00 0.00 February 01, 2024 to February 29, 2024 Your total contributions for the period were: Your total redemptions for the period were: Your total exchanges for the period were: Your state appropriations for the period were: 0.00 0.000.00 300,000.00 120,000.0060,000.00 0.00 0.000.00 (300,000.00)(120,000.00)(60,000.00) 0.00 0.000.00 0.00 0.000.00 As of February 29, 2024 the net asset value of your investment in the Cash Fund was: Investment Detail 53 State Street, Suite 600 Boston, Massachusetts 02109 Deborah B. Goldberg, Treasurer and Receiver General, Chair Michael G. Trotsky, CFA, Executive Director and Chief Investment Officer Pension Reserves Investment Management Board Town of Brewster 2/29/2024 Investments Units Of Participation Cost Price Market Value Unrealized Gain/Loss PHTF90200002 Commonwealth Of Massachusetts 15,618.227 HCST OPEB MASTER TRUST 4,026,019.36 277.9625 4,341,281.19 315,261.83 Total Investment:4,026,019.36 4,341,281.19 315,261.83 Statement of Change In Net Assets 53 State Street, Suite 600 Boston, Massachusetts 02109 Deborah B. Goldberg, Treasurer and Receiver General, Chair Michael G. Trotsky, CFA, Executive Director and Chief Investment Officer Pension Reserves Investment Management Board Town of Brewster 02/29/2024 NET ASSETS - BEGINNING OF PERIOD 4,200,892.41 3,790,975.25 4,140,115.18 Current Period 2/1/2024 2/29/2024 Fiscal Year 7/1/2023 2/29/2024 Year To Date 1/1/2024 2/29/2024 Commonwealth Of Massachusetts PHTF90200002 DISBURSEMENTS: CASH FUND EXCHANGES 60,000.00 300,000.00 120,000.00 RECEIPTS: CONTRIBUTIONS: PARTICIPANTS 60,000.00 300,000.00 120,000.00 INVESTMENT INCOME: UNREALIZED GAIN/LOSS-INVESTMENT 61,697.04 150,148.01 48,072.89 MASTER TRUST ALLOCATED EXPENSES -117.10 -2,193.38 -199.14 MASTER TRUST CHANGE IN REALIZED G/L 12,677.09 50,620.56 22,593.31 MASTER TRUST INVESTMENT INCOME 7,388.32 62,037.97 12,736.33 MT ALL INVESTMENT MANAGER FEES -1,256.57 -10,307.22 -2,037.38 UNIT EXCHANGES 60,000.00 300,000.00 120,000.00 Total Receipts 200,388.78 Total Disbursements:60,000.00 Net Assets - End of Period:4,341,281.19 850,305.94 300,000.00 4,341,281.19 321,166.01 120,000.00 4,341,281.19 STATEMENT EXPLANATION Below you will find a description of each item posted to your statement. CAPITAL ACCOUNT Summary of Account Activity: A summary statement produced for your investment in the State Retiree Benefits Trust Fund (SRBTF) includes both month-to- date and fiscal year-to-date information. This statement is also furnished to the Public Employee Retirement Administration Commission (PERAC). Your beginning net asset value for the period: The total balance of your investment as of the opening date of the statement period. Your change in investment value for the period: The total increase or decrease in your investment includes net investment income, realized gains or losses, and unrealized gains or losses. Your total exchanges from (to) cash fund: Movement of funds occurring on the first business day of each month between your Cash Fund and Capital Account (SRBTF). Your ending net asset value for the period: The total balance of your investment as of the closing date of the statement period. Gross investment income: Represents your allocable share of the SRBTF’s income associated with securities and other investments (i.e. real estate), except for realized and unrealized gains or losses. It is principally interest, dividends, real estate income, and private equity income. Management fees: Represents your allocable share of the SRBTF’s expenses related to PRIM’s investment advisors, consultants, custodian and operations expenses. Net investment income: Represents your allocable share of the SRBTF’s gross investment income, less Management Fees. Net fund unrealized gains/losses: Represents your allocable share of the SRBTF’s increase or decrease in value, attributed to a change in value of securities or other investments held in the PRIT Fund, relative to original cost. These gains or losses are “unrealized” because the investments have not yet been sold. Net fund realized gains/losses: Represents your allocable share of the SRBTF’s increase or decrease in value attributed to the PRIT Fund’s sale of securities or other investments (i.e. real estate property). Whether you “realize” a gain or loss depends upon the price at which the investment was sold in relation to its original purchase price. CASH FUND Your beginning net asset value for the period: The total balance of your investment as of the opening date of the statement period. Your investment income for the period: Interest earned for the period. Your total contributions for the period: Sum of all funds (i.e. wires and/or checks) sent into your SRBTF account during the statement period. Cash contributed any day during the month except the first business day will remain in your Cash Fund until the first business day of the following month, when it will then be exchanged into the General Allocation Account (SRBTF). Your total redemptions for the period: Sum of all funds sent by wire from the PRIT Fund’s custodian bank to your government entity during the statement period. A redemption made be made at any time throughout the month as long as your Cash Fund balance equals or exceeds the amount you wish to redeem. Your ending net asset value for the period: The total balance of your investment as of the closing date of the statement period. If you have any questions regarding your statement, please contact the Client Services team at clientservice@mapension.com. M Xfinity March 15, 2024 Select Board Town of Brewster 2198 Main Street Brewster, MA 02631 Dear Members of the Board: We are committed to keeping you and our customers informed about changes to Xfinity TV. Please note the following changes to the Xfinity channel line-up in your community: Effective May 7, 2024, Pursuit Channel SD on channels 258/1238 will no longer be available. On the same day, Pursuit Channel HD will be added on channel 1238. Requires HD programming and an X1 TV Box or Xfinity Internet and a compatible customer owned device to view. Customers are receiving notice of this information in their bill. Please do not hesitate to contact me should you have any questions. For your convenience I can be reached at Michael_Galla@comcast.com. Very truly yours, ��ira1 e� &[,1,a Michael Galla, Sr. Manager Government & Regulatory Affairs V#2