HomeMy Public PortalAbout04.03.24 FinCom PacketNantucket STRs - info
Town of Brewster Finance Committee
2198 Main St., Brewster, MA 02631
fincommeeting@brewster-ma.gov
(508) 896-3701
MEETING AGENDA
2198 Main Street
April 3, 2024 at 6:00PM
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: 862 2956 9696 Passcode: 565167
To request to speak: Press *9 and wait to be recognized.
Zoom Webinar: Zoom Webinar: https://us02web.zoom.us/j/86229569696?pwd=MUhJNGpoU3VocTZ0cTU0VGpYcWdVQT09
Passcode: 565167
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 (livestream.brewster-ma.gov), or Video
recording (tv.brewster-ma.gov).
Please note that for any item agenda item listed the Finance Committee may take official action including a vote.
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.Public Announcements and Comment: Members of the public may address the Finance
Committee on matters not on the meeting’s agenda for a maximum of 3-5 minutes at the Chair’s
discretion. Under the Open Meeting Law, the Finance Committee is unable to reply but may add items
presented to a future agenda.
6.Town Manager/Finance Director Report
7.Town Meeting Warrant Articles – Discussion and Vote
Art 2 – Budgetary Transfers
Art 7 – Town Operating Budget
Art 12 – Capital & Special Projects
Art 18 – Sea Camps Comprehensive Plan – Bay Property
Art 19 - Sea Camps Comprehensive Plan – Pond Property
Art 20 – Temporary Easement – Millstone Rd Project
Art 21 – Private Road Betterment: Vesper Pond Rd
Art 22 – Drummer Boy Park Advisory Committee Report
8.Nauset Regional School District Agreement – Update and Discussion
9.Liaison Reports
10.Approval of Minutes
11.Request for agenda items for future meetings
12.Matters Not Reasonably Anticipated by the Chair
13.Future Finance Committee Meetings
14.Adjournment
Date Posted:Date Revised:Received by Town Clerk:
Finance
Committee
Harvey (Pete) Dahl
Chair
Frank Bridges
Vice Chair
William Meehan
Clerk
Patrick Buckley
Andrew Evans
William Henchy
Alex Hopper
Robert Tobias
Robert Young
Town Manager
Peter Lombardi
Finance Director
Mimi Bernardo
Department Name Project Name Amount Requested Funding Source
Select Board/Town Admin.
Integrated Water Resource Planning/Impementation 150,000.00 100k from Free Cash & 50k from Re-appropriations
Media Services
Camera Upgrade (Meeting Room A)17,500.00 Cable RRFA Fund
Facilities
Room Divider Wall 40,000.00 Free Cash
Fire
Personal Protective Equipment 50,000.00 Ambulance Fund
Natural Resources
Fire Panel Replacement 22,000.00 $18,000 Existing Articles; $4,000 Free Cash
Brewster Elementary Schools
Combined Technology 40,000.00 Free Cash
Combined HVAC/Plumbing/Electrical Repairs 10,000.00 Free Cash
Combined Painting 20,000.00 Free Cash
Combined Security 20,000.00 Free Cash
Stony Brook Flooring Replacement 40,000.00 Free Cash
Stony Brook Hazardous Waste Replacement 25,000.00 Free Cash
Combined Textbooks 50,000.00 Free Cash
Total 205,000.00
NRSD
NRHS Annual Capital Allocation 279,645.00 Tax Levy
Public Works
MS4 Stormwater Compliance 60,000.00 Free Cash
Council on Aging
COA Mini-van 55,300.00 50/50 Split from Friends of COA & COA Gift Account
Water Enterprise
Distribution Infrastructure 50,000.00 Retained Earnings
Buildings & Treatment Facilities 50,000.00 Retained Earnings
Master Plan Update 327,066.00 Retained Earnings
Total 427,066.00
Brewster Ladies Library
Auditorium AV Upgrade 10,000.00 Cable RRFA Fund
Building Science Evaluation 40,000.00 Free Cash $30k / BLLA $10k
Public Safety & Security Improvements 25,000.00 Free Cash
Total 75,000.00
Recreation
Guard Rail Replacement (Freemans Way Fields)20,000.00 Free Cash
Grand Total All Spring Capital & Special Projects 1,401,511.00
Funding Sources Free Cash Appropriations
Free Cash 484,000.00 Free Cash Certified for FY24 5,130,085.00
Ambulance Fund 50,000.00 Fall Free Cash Appropriations (Article 2 & 3)(3,292,000.00)
BLLA 10,000.00 Opioid Settlement Fund (Article 9)(56,797.00)
COA Gift Account 27,650.00 Recommended Spring TM Free Cash Requests (484,000.00)
Cable Receipt Reserved Fund 27,500.00 Remaining Available 1,297,288.00
Re-Appropriate Existing Articles 68,000.00
Friends of COA 27,650.00
Tax Levy 279,645.00
Water Retained Earnings 427,066.00
1,401,511.00
Spring Town Meeting Capital & Special Projects (ATM 5.11.24)
PARKING
KAYAK RACKS
CONSESSION5/
EVENT SPACE
PUBLIC RESTROOMS
PARKING
AMPHITHEATER
REMOVE DINING
HALL& REWILD
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
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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
COMMUNITY USE
COMMUNITY GARDEN (251
PARKING GROVE
PICNIC AREA
TRAIL CONNECTION TO
SPRUCE HILL
AREA FOR NEW
COMMUNITY CENTER
(INCLUDES COA,REC DEPT(
PLAYGROUND
ARTS CENTER
HOUSING
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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
Town of Brewster
2198 Main Street
Brewster, MA 02631-1898
Phone: (508) 896-3701
Fax: (508) 896-8089
MEMORANDUM
TO: Select Board, Finance Committee
FROM: Conor Kenny
RE: Article No. 23 Summary – Private Road Betterment: Vesper Pond Drive
DATE: March 27, 2024
In 2022, the Town of Brewster received a private road betterment petition to place an
article on the Town Meeting warrant to authorize the Town to undertake a series of
repairs to the roadway network consisting of the following roads:
Vesper Pond Dr, Bay View Dr, Cranberry Lane, Mayflower Circle, Deer Path Circle, Jam
Lane
The proposed project consists of drainage installation and reconstruction of the roadways
in the neighborhood.
November 2022 Special Town Meeting ultimately endorsed the betterment by a 2/3 vote
and authorized financing in the amount of $785,566.00. However, when the Town went
out to public bid for the project, every construction bid exceeded the funding authorized
by Town Meeting.
Residents on the aforementioned roads were required to vote again on bringing a petition
to Town Meeting to appropriate further funding for the same scope of work. The Town
received an affirmative vote from more than fifty percent (50%) + 1 of the abutters prior
to March 27 – 31 votes were received in favor of the project. According to the Town
bylaw, a simple majority of affirmative votes is required no later than 45 days before
Town Meeting.
Based upon the latest quotes, the total project cost is now estimated at $1,256,636.88,
including administrative expenses. Therefore, in order for the process to proceed, Town
Meeting must appropriate an additional $471,070.88.
If Town Meeting votes to endorse and finance the project, the Town will put the contract
out to bid. The contract for doing the work will be awarded to the lowest responsible
Office of:
Select Board
Town Administrator
bidder. The engineer will provide the DPW with regular updates throughout each phase
of the project. Once the repairs are completed, the road remains a private way.
By signing the petition, the property owners have agreed to repay the Town, through the
mechanism of a betterment added to each owner’s real estate tax bill, his or her share of
the total amount to be financed plus interest and administrative costs. Upon the
completion of the repairs to the roadway, the Select Board will assess the actual costs to
the property owners. Residents will then receive notification from the Town
Treasurer/Collector of their actual pro rata share and, at that time, they can determine
their method of payment.
If a payment plan is selected, the Town will add this expense as a betterment to the
property tax bill. The individual estimated share of this total project cost is $22,439.95.
If residents choose a multiyear payment plan additional interest fees will apply.
TOWN OF BREWSTER
2198 MAIN STREET
BREWSTER, MA 02631
PHONE: (508) 896-3701 EXT 1237
FAx: (508) 896-8089
Memo to: Brewster Select Board
From: James Gallagher, Deputy Assessor
Date: March 20, 2024
CC: Peter Lombardi, Town Administrator
Conor Kenny, Project Manager
OFFICE OF:
BOARD OF ASSESSORS
RE: Road Betterment Petition: Vesper Pond Neighborhood
(Vesper Pond Drive, Bay View Drive, Cranberry Lane, Mayflower Circle,
Deer Path Circle, Jam Lane)
I have reviewed the Road Betterment Proxy Petition referenced above. In accordance
with the Code of the Town of Brewster Chapter 157 Section 20 as amended by Article
23 of the May 15, 2021 Town Meeting, the Proxy Petition has been approved by more
than 50% of the abutting property owners of record as of March 18, 2024.
Certified by:
James M. Gallagher, MAA
Deputy Assessor
W W W.BREWSTER-MA.GOV
PRIVATE ROAD BETTERMENT: VESPER POND NEIGHBORHOOD
ARTICLE NO. 21: 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 Manager, to finance temporary road repairs to the private ways
known as Vesper Pond Drive, Mayflower Circle, Cranberry Lane, Deer Path Circle, Jam Lane, and
Bay View 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 General Bylaws, Article
VIII, Section 157-20.
Or to take any other action relative thereto.
(Select Board) (Two-Thirds Vote Required)
COMMENT
The Town adopted a general bylaw at the 1996 Annual Town Meeting, which allows citizens to
petition Town Meeting to obtain financing assistance to undertake repairs to private ways. In
June 2022, the Select Board received a petition from residents for proposed road and drainage
improvements in the Vesper Pond neighborhood, including Vesper Pond Drive, Mayflower
Circle, Cranberry Lane, Deer Path Circle, Jam Lane, and Bay View Drive. The Planning Board
approved the proposed plan in August 2022.
Town Meeting in November 2022 endorsed the betterment by a 2/3 vote and authorized
financing in the amount of $785,566.00. However, every construction bid subsequently
received for the project exceeded the funding authorized by Town Meeting. Based upon the
latest quotes, the total project cost is now estimated at $1,256,636.88, including administrative
expenses. Therefore, in order for the process to proceed, Town Meeting must appropriate an
additional $471,070.88.
If approved, the Town, in coordination with impacted residents, will contract out for the repair
work. Once completed, the abutting property owners will then be required to reimburse the
Town for the full project costs, plus interest and administrative expenses, by means of
betterment assessments over a period of time. There will be no tax impacts to other residents.
Select Board: Yes 0, No 0, Abs 0 Finance Committee:Yes 0, No 0, Abs 0
Kari Hoffmann
Fall 2022 Special Town Meeting
Article No. 12
Private Road Betterment: Vesper Pond Drive
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.
Town of Brewster
BREWSTER, MASSACHUSETTS 02631-1898
(508) 896-3701
FAX (508) 896-8089
Vesper Pond Road and Drainage Improvements
Minutes November 15, 2023
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Signed under pain of penalty for perjury that the above is true and accurate opening.
Vesper Pond Minutes
11.15.23 11am
page 2
Finance Committee Minutes
March 20, 2024 Page 1 of 6
TOWN OF BREWSTER
FINANCE COMMITTEE
Date: March 20, 2024 Time: 6:00 PM
MEETING MINUTES
Present: Chair Pete Dahl, Clerk Bill Meehan, Vice Chair Frank Bridges, Andy Evans, William Henchy,
Alex Hopper, Robert Tobias, Bob Young (attending remotely)
Also present: Peter Lombardi, Town Manager; Donna Kalinick, Assistant Town Manager; Mimi Bernardo,
Finance Director; Brooke Clenchy, Superintendent Nauset Public Schools; Katie Jacobus, Chair Brewster
Elementary School Committee; Giovanna Venditti, Director of Finance & Operations Nauset Public
Schools; Chris Easily, Chair Nauset Regional School Committee; Tom Fitzgibbons, Nauset Regional School
Committee; Dick Stewart, Nauset Regional School Committee; Arlynn Consiglio, Executive Assistant to the
Superintendent Nauset Public Schools (attending remotely)
Absent: Patrick Buckley
The Chair called the meeting to order at 6:04 pm, announced a quorum, and read the participation statement.
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. Additionally, the meeting may be viewed by: Live broadcast (Brewster Government TV Channel 18), Livestream
(livestream.brerwster-ma.gov), or Video recording (tv.brewster-ma.gov).
1.Public Announcements and Comment- none
2.Town Manager/Finance Director Report- none
3.Town Meeting Warrant Articles – Discussion and Vote
a.Article 4 – Brewster Elementary School Dept – FY25 Budget
b.Brewster Elementary School Dept – Operating Override
c.Nauset Regional Schools Assessment Formula
d.Nauset Regional School Dept – FY25 Budget
e.Nauset Regional School Dept – Operational Override
a.Brewster Elementary School Dept – FY25 Budget
Approved:
VOTE:
Finance Committee Minutes
March 20, 2024 Page 2 of 6
Katie Jacobus and Brooke Clenchy addressed the Committee:
Pete wanted to say something before everyone got started – it is very difficult to give an opinion, to
review with so little time to review a final budget. March 19th is unacceptable and indicates disrespect
for the other committees, Town Meeting members, etc. who rely on these hearings to inform their
votes. He would like to ask for a commitment to provide a formal budget draft by Jan 30th in 2025. That
is a reasonable commitment. The law provides for a draft budget that is voted on by the school
committee, it doesn’t have to be final, but piece by piece is too difficult to really give an informed
opinion and put it all together. He is very concerned about override after override year after year. There
are things we can look out over 3 years and come up with an amount we think we can live with over
those 3 years. It is a prescription for failure if we don’t look ahead and continue to ask for overrides.
Brooke Clenchy said we always have a draft budget by January 30th. So, what you are asking for is not
outlandish, but just know that it is the first draft. It gives you an idea of what we are hoping to get to but
we know those aren’t the numbers we are going to land at. Katie Jacobus added that this year, in mid-
February, we went to the Select Board with this draft, and it makes sense to have the Finance Committee
involved. It is very hard for unanticipated changes. Pete said we want the residents to make good and
informed decisions.
Katie Jacobus – We spoke about the World Language Program, it was taken out of the program and
resulted in a huge response from parents to get it put back in. They were very specific with research-
based comments about how effective language skills, memory skills, listening skills are with this
education. Many kids get real benefits of confidence and self-esteem. The program was very important
to families as well as to the education. Academic excellence was an important piece of the process. We
also looked at the building use and acting as de facto community centers. They are booked until 8:30 or
9pm nightly. We also looked at non taxpayer funded programming. Special Ed requirements are very
high right now. We have had 3 integrated preschool programs, and next year we will have a 4th
classroom. This is state mandated, we had to have a substantially separate classroom required. Brewster
kids make up 52% of all the elementary schools.
Brooke Clenchy said she wanted to quickly go through the elementary component and then go into the
regional component thereafter. They are expecting Chair Easley as well, as he is finishing up a meeting
and heading over thereafter. She went through a slide presentation for the committee going through the
budget process – individually, they start to work on the budget in March-May of the previous year. We
try to aim for the 75-82% number for personnel. She said our School Principals work so hard to get these
numbers to come down as much as possible. This was not a level services budget; we had already made
some cuts before we brought the final budget forward to our school committee. We are seeing a lot of
this due to post covid, when we looked at the needs, we knew we had to add a new classroom – a
substantially separate pre-K classroom. That is one of the reasons that number is sitting as high as this is.
The health benefits came in at 8% - we were expecting 8-10%.
Alex asked about the substantially separate classroom and the state mandates. Brooke Clenchy
answered – sometimes there are children that come in, there are so many levels and layers of education,
depending on the levels. Sometimes, we are able to deal with special needs at a tier 3 level, but if not,
they have to look at a district placement outside the school. Sometimes, children will have some trouble
and can’t function in with other children in a regular classroom, and we have to pull them into more of a
Finance Committee Minutes
March 20, 2024 Page 3 of 6
one-on-one situation. This is the first time we are doing this at this grade level. There are certain boxes
that need to be checked – an IEP is developed, and a team is brought in. This team is involved in this
decision and falls under the state guidelines for compliance.
Bill Henchy asked if they were able to break out net of special ed increases. Frank said if you pull special
ed out, the budget is up 4.6%. He followed up with questions regarding personnel numbers. Brooke
Clenchy said that reflects a decrease in personnel. Katie Jacobus answered – for the Eddy School, our
budget represents one less ed assistant; we will be using .2 of a Science Teacher who is retiring and will
not be replaced. The Eddy School also had 3 interventionists – tier one, everyone gets the same teaching;
kids that need more, get pulled out and get more attention. Eddy has 3 interventionists; they are pre-
referral for special ed. There will be a .5 cut there. Bill Henchy said enrollment is declining, maybe there
isn’t adjustment for that outlook. Andy asked if they were looking ahead and forecasting. Brooke Clenchy
said you just never know what students will walk in the door. When we have a cluster of 4-5 of similar or
like levels of disability or levels of involvement, we have set up two separate programs – one in Brewster
and one in Eastham. We are staffing them with specifically trained personnel. You really want to keep
your babies in the district as much as possible. We work hard to keep them in the district. We are looking
ahead; we are looking ahead to see what else we can do within the district.
Bob Young said it goes without saying that we all support providing the future generation with a quality
education, but fiscal discipline has to have a place in these discussions as well. The budget these last
three years has seen nothing but accelerating increases, including this year’s 12.3%. He is looking at K-5
expenses, there’s concern for what is going on with the budget – if we look at the graphs, since FY2019,
the Brewster Schools’ budget has increased 29% while enrollment has fallen by 11% (51 kids.) Brewster
will experience significant declines in the population of school age children. The Administration and
School Committee need to start making some hard choices rather than simply coming to the taxpayers
to fund ever increasing budgets. We are up to spending over $31,000/child from $21,000/child in 2019.
Last year, when we were together, the budget included hiring a new 5th grade teacher and wanted to
keep a 4th kindergarten section just in case enrollment rose from the current level at that time. At that
time, the Finance Committee asked – Why wouldn’t it make more sense to move resources around from
kindergarten to 5th instead of hiring a new teacher? And the Administration defended its decision and
went ahead with their plan. So, we moved to this year and the enrollment data moved to 59 from 63, so
honestly, I thought the budget would go down from saving kindergarten sections. That didn’t occur. We
can’t continue this pattern; it has to stop.
Bill Meehan said he understands and appreciates the obligation we have to educate all our young
people. He feels that the state is not helping enough at all with any percentages that they are willing to
contribute to any special needs student in or out of the district. It represents a substantial burden on the
taxpayers of the district. He hopes someone in the legislature will see this and make some changes. This
is unfair.
Peter Lombardi said the Chapter 70 funding goes to the town for a general fund funding source for
Brewster Elementary. It has gone up $26,000 from this year to next year. It does not help us with our
budget balancing. It is a contract year, and it is important to acknowledge there is just under $400K in
the Eddy and Stony Brook budgets reserved for negotiations recognizing we are still working through
that process which is about $1.1M before Health Insurance. The $400K of that is for those COL
adjustments and wage considerations. He emailed the committee earlier in the day and based on where
Finance Committee Minutes
March 20, 2024 Page 4 of 6
the region is coming in at, and where we are on the town side, we talked about the fact we could afford
a 3% increase for the region and the elementary schools. As we worked through the budget process,
ultimately could support a 4.5% increase. The region is coming in just above 4.5%, and we will figure out
a way to keep them whole without an override. But for the elementary schools, they will require an
override of $750,000 which is an amount over 4.5% for their budget. Last year, the override was
$316,000 for comparison purposes.
Bill Henchy is concerned that eventually there will be an override defeat. Pete said the whole funding
system through the state is broken. He agrees with what Bill Henchy said and feels that each time their
taxes go up, they will reach a point where their taxes have increased significantly over a few years, there
will be tax bill shock. Those people living on fixed incomes, those taxes hurt them. When someone has to
make a decision on heating their home or paying their tax bill, there should be a concern. Bill Henchy
said for people with mortgages, it adds to the cost of housing which greatly contributes to declining
enrollments.
Katie Jacobus said she takes all of that very seriously. We recognize it is a lot of money. We think it is
responsible for foundational learning in these early years, so we aren’t paying more in their later years.
b.Brewster Elementary School Dept – Operating Override - defer
c.Nauset Regional Schools Assessment Formula
Brooke Clenchy went over some more slides with broad overviews of the assessment and budgets for
the region. The enrollment projections are something we always look at, and when we see through
natural attrition, we will lose a position, we do our best to do that. Sometimes we can do that at the
Middle School as well. Donna Kalinick said a lot of these slides are not in the packet. Peter Lombardi said
there is an update that we did not receive, and I think would be helpful. Brooke Clenchy asked for Arlynn
Consiglio to send out the new deck immediately.
Frank asked if Choice revenues would go up with the high school being complete. Brooke Clenchy and
Tom Fitzgibbons both said they believed it would. Tom said we should get some indication this fall with
60% of the school back online – they gym, cafeteria, science building, auditorium, and the arts building.
We’ll have two new classrooms and should move along quickly. He again invited the committee to go on
a tour to see its progress. Brooke Clenchy said you can never count on it as a stream of revenue. As soon
as you go to that place, you put yourself as a district in a bad spot. Frank doesn’t think she is in cinque
with the rest of the school committee. Frank said he thinks they’ve done an exceptional job of delivering
an operating school budget this year but thinks this course cannot be continued. We have a declining
population. At some point in time, you have to figure out how to deliver that programming so the
population of taxpayers can afford it. We are going in a direction that is unsustainable. He will be very
happy when there is no Choice in this high school, and happy when another grade comes into the high
school – maybe 8th grade. Brooke Clenchy said duly noted. She also wanted to add a fun fact that they do
have a club of wannabe engineers that is working diligently with our project. They meet regularly and
follow the growth of this project in real time. It is a great opportunity we seized.
Tom Fitzgibbons said the reality is that we subsidize the charter school which comes in well over $1M.
We are taking right off the top of our funds available out of that percentage we are given, to fund the
Finance Committee Minutes
March 20, 2024 Page 5 of 6
charter schools and keep them operational. Bill alluded to the costs and their costs have gone up -
$25K/year for Light House and $30K/year for Sturgess.
Peter Lombardi asked about Circuit Breaker down $350K from this year to next. We hear a lot about
increases in special ed needs and is curious why the budget anticipates that much decline in that as a
funding source. Giovanna Venditti said that is based upon the students we currently have. So there have
been changes in students. What she has calculated is based on the student list she has now in various
programming and earmarking some funds for transportation. Peter Lombardi asked if these numbers are
coming back down to 2019 numbers. Giovanna Venditti answered it all depends on students and the
level of services we provide. It changes. We can only project on what we know now based on the
students we have currently. Brooke Clenchy said we will make sure we will follow up on his further
questions regarding investment income, E&D monies, and structural deficit immediately. Peter said he is
going to assume you worked with Bond Counsel regarding the use of Town debt excluded funds to
balance your operating budget. Tom Fitzgibbons answered yes, we have. Peter Lombardi said he is
talking about the long-term debt issuance and is concerned that we are putting ourselves in a position
where, even if we are able to manage our expenses in FY26/27, we are creating a structural deficit –
using one time money. He worries about the impacts in the short term once we get beyond FY25.
Robert asked about money from MSBA – Tom Fitzgibbons answered, they are behind, but yes, we have
submitted 16 change orders, and they are now at like number 5. Robert said he thinks they have given us
like $10M we are earning money on that we aren’t paying interest on. Reserve for Negotiation – we did
receive a reconciliation for the account of about $1.2M all schools combined; he would like to see that
again when the time is done because the excess could go into E&D. He said it is true it is part of their
budget, and they can spend it as they see fit. He heard we could use more custodial for the high school
to keep it as nice as it should be. He asked about the decision process about custodial should there be
funding. Brooke Clenchy said that is putting the cart before the horse right now. She wants to see if what
we have put aside is the right amount before we go down that road. Robert said for forecasting FY26,
while FY25 is fresh, this is a good time to work on a forecast. Tom Fitzgibbons answered we are waiting
on the union to see what numbers they come out with because that will be out for 3 years of wages, etc.
Robert asked about shelving certain programs in the high school. Is there a plan to consider reviewing
those programs. Brooke Clenchy said that happens ongoing throughout the year.
d.Nauset Regional School Dept – FY25 Budget - defer
e.Nauset Regional School Dept – Operational Override - defer
4.Town Meeting Articles Discussion – Citizens Petitions- defer
5.Nauset Regional School District Agreement – Update and Discussion
Chris Easley said we have a draft of an updated agreement to be finalized by the subcommittee and then
it will go to the School Committee for approval. At that time, it will be shared out to the towns asking for
amendments and revisions and then a meeting will be scheduled with the School Committee and legal
Finance Committee Minutes
March 20, 2024 Page 6 of 6
counsel to discuss any additional revisions and proposed amendments. Then to determine what is the
best method for moving forward. This is an agreement that is collaborative and needs to be a work
through all four member towns. Once budget season is done, we will begin the next steps of this
process. Pete said this was a good process that they are following – aiming for collaboration and input
that will be considered even if not all things will be approved.
6.Liaison Reports- none
7. Approval of Minutes- 3/6/24- defer
8. Request for agenda items for future meetings – please email Pete
9. Matters Not Reasonably Anticipated by the Chair- none
10. Future Finance Committee Meetings – every Wednesday until Town Meeting
11. Adjournment
Bill Henchy MOVED to adjourn the meeting at 8:50 PM. Alex Hopper second.
Roll Call Vote: Bill Meehan – yes, Bill Henchy – yes, Andy Evans – yes, Alex Hopper – yes, Robert Tobias –
yes, Bob Young – yes, Chair Dahl– yes.
The Committee voted: 7-yes 0-no
Vice Chair Frank Bridges left the meeting before the vote was taken.
Respectfully submitted, Beth Devine
Packet of supporting materials on website for public review.
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.
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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.
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 General Bylaws, Section 157- 20 .
Or to take any other action relative thereto .
Select Board ) Two-Thirds Vote Required )
Motion made by 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 : Adopted by a Moderator declared 2 / 3 majority. Voter Cards .
q4
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%, for the purposes of managing a recreational pool
located at 3057 Main Street, in a manner as follows :
Revolving Auth'Qrity to Use of Fund Fiscal Year Spending LimitW
Fund Spend
Bay Property Department Head Expenses shall be related to salaries 200, 000
Pool Recreation and operations of the Bay Property
Pool and not for any other purposes
Or to take any other action relative thereto .
Select Board ) Majority Vote Required )
Motion made by Select Board Member Mary 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
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FREEMANS WAY
CLIFF POND
124
CAPE COD BAY
NICKERSON
STATE PARK
6A
MI
L
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R
O
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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
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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
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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
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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"
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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
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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)
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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
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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
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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
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G
25
-
O
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-
2
0
2
3
12
:
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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
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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
-
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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
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D
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T
)
.
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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
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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
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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
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4
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VER. SCALE IN FEET
0
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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
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3
57
.
6
2
58
.
6
58
.
6
9
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9
58
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8
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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
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3
1
60
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61
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62
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3
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63
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5
2
65
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6
1
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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
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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W
N
L
A
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T
14
1
7
0
.
0
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.
D
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25
-
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2
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12
:
2
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P
M
Pl
o
t
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d
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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
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
O
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T
14
1
7
0
.
0
0
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(
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-
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.
D
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25
-
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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
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
O
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T
14
1
7
0
.
0
0
_
H
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(
X
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E
C
-
1
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.
D
W
G
25
-
O
c
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-
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
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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T
TO
W
N
L
A
Y
O
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14
1
7
0
.
0
0
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(
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-
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.
D
W
G
25
-
O
c
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-
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
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A
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O
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TO
W
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T
TO
W
N
L
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TO
W
N
L
A
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TO
W
N
L
A
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TO
W
N
L
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TO
W
N
L
A
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O
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T
TO
W
N
L
A
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TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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TO
W
N
L
A
Y
O
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T
14
1
7
0
.
0
0
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(
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C
-
1
)
.
D
W
G
25
-
O
c
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-
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
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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T
TO
W
N
L
A
Y
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T
14
1
7
0
.
0
0
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(
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.
D
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25
-
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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
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A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
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T
TO
W
N
L
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TO
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N
L
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TO
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W
N
L
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TO
W
N
L
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TO
W
N
L
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TO
W
N
L
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T
TO
W
N
L
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T
TO
W
N
L
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TO
W
N
L
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T
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W
N
L
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O
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T
TO
W
N
L
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W
N
L
A
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14
1
7
0
.
0
0
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(
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.
D
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25
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0
2
3
12
:
2
4
P
M
Pl
o
t
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e
d
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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
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O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
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O
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TO
W
N
L
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TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
14
1
7
0
.
0
0
_
H
D
(
X
S
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-
1
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.
D
W
G
25
-
O
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-
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
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A
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TO
W
N
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W
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L
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W
N
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W
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N
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W
N
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W
N
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N
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A
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14
1
7
0
.
0
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(
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-
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.
D
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25
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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
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TO
W
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W
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W
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14
1
7
0
.
0
0
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(
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-
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.
D
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25
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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
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L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
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T
14
1
7
0
.
0
0
_
H
D
(
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E
C
-
2
)
.
D
W
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25
-
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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
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
O
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T
14
1
7
0
.
0
0
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H
D
(
X
S
E
C
-
2
)
.
D
W
G
25
-
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-
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
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T
TO
W
N
L
A
Y
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T
14
1
7
0
.
0
0
_
H
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(
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-
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.
D
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25
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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
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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TO
W
N
L
A
Y
O
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T
14
1
7
0
.
0
0
_
H
D
(
X
S
E
C
-
2
)
.
D
W
G
25
-
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-
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
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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T
TO
W
N
L
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W
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L
A
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14
1
7
0
.
0
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(
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.
D
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25
-
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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
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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T
TO
W
N
L
A
Y
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T
14
1
7
0
.
0
0
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D
(
X
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C
-
2
)
.
D
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25
-
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-
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
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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T
TO
W
N
L
A
Y
O
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T
14
1
7
0
.
0
0
_
H
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(
X
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E
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-
2
)
.
D
W
G
25
-
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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
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O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
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T
14
1
7
0
.
0
0
_
H
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(
X
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E
C
-
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.
D
W
G
25
-
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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
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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T
TO
W
N
L
A
Y
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14
1
7
0
.
0
0
_
H
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(
X
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E
C
-
2
)
.
D
W
G
25
-
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-
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
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
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T
TO
W
N
L
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TO
W
N
L
A
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T
14
1
7
0
.
0
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_
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(
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-
2
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.
D
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25
-
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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
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O
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T
TO
W
N
L
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
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O
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T
TO
W
N
L
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TO
W
N
L
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TO
W
N
L
A
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TO
W
N
L
A
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TO
W
N
L
A
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O
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T
TO
W
N
L
A
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TO
W
N
L
A
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T
TO
W
N
L
A
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O
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TO
W
N
L
A
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TO
W
N
L
A
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TO
W
N
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W
N
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A
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14
1
7
0
.
0
0
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(
X
S
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C
-
3
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.
D
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25
-
O
c
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-
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
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O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
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
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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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
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
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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
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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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
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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O
U
T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
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
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N
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T
TO
W
N
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N
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N
L
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TO
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N
L
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N
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T
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W
N
L
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A
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T
14
1
7
0
.
0
0
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.
D
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25
-
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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
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O
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T
TO
W
N
L
A
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O
U
T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
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T
TO
W
N
L
A
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
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O
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TO
W
N
L
A
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TO
W
N
L
A
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W
N
L
A
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O
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TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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T
TO
W
N
L
A
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O
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T
14
1
7
0
.
0
0
_
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(
X
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-
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.
D
W
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25
-
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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
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O
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T
TO
W
N
L
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T
TO
W
N
L
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TO
W
N
L
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TO
W
N
L
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TO
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N
L
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W
N
L
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TO
W
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L
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TO
W
N
L
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TO
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N
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W
N
L
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TO
W
N
L
A
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W
N
L
A
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W
N
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W
N
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A
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14
1
7
0
.
0
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(
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-
3
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.
D
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25
-
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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
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O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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O
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TO
W
N
L
A
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O
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T
TO
W
N
L
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
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L
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TO
W
N
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W
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W
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W
N
L
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W
N
L
A
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W
N
L
A
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W
N
L
A
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TO
W
N
L
A
Y
O
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W
N
L
A
Y
O
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T
TO
W
N
L
A
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W
N
L
A
Y
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14
1
7
0
.
0
0
_
H
D
(
X
S
E
C
-
3
)
.
D
W
G
25
-
O
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-
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
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
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
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
L
A
Y
O
U
T
TO
W
N
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
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
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O
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T
TO
W
N
L
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T
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W
N
L
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W
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L
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TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
O
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T
14
1
7
0
.
0
0
_
H
D
(
X
S
E
C
-
4
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.
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
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O
U
T
TO
W
N
L
A
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O
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T
TO
W
N
L
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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O
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T
TO
W
N
L
A
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T
TO
W
N
L
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W
N
L
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W
N
L
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W
N
L
A
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TO
W
N
L
A
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O
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T
TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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O
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TO
W
N
L
A
Y
O
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T
TO
W
N
L
A
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O
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W
N
L
A
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T
TO
W
N
L
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W
N
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A
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14
1
7
0
.
0
0
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H
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(
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C
-
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.
D
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25
-
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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
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O
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TO
W
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T
TO
W
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TO
W
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TO
W
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W
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W
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W
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W
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14
1
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25
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2
3
12
:
3
7
P
M
Pl
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t
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d
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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
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9
11
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8
11
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9
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11
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7
11
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6
8
11
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6
11
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5
2
11
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3
11
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6
11
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11
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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
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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
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3
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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%
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T
TO
W
N
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W
N
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A
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T
14
1
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0
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H
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(
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.
D
W
G
25
-
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-
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