8594_DEF. PLAN - CECILIA ESTATES SCHOOL STREET - CINCOTTA.pdf. »
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36 Main Street Agaw-'Massachusetts 01001-1837
September 6, 20 II
Berkley Regional Insurance Company
PO Box 481
485 Main St.
Lewiston, Me 04243
Gentlemen:
Tel. 413-786-0400 Fax 413-786-9927
At an officially called and posted meeting held on September I, 20 II, the Planning Board voted
to release $5,500.00 of the monies held by the Town of Agawam to cover performance work by
Alice Lane Realty, for the project known as Cecelia Estates. The subdivision Performance Bond
number 0137772, held by your company for this project is therefore released in full.
LAP/pbc
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r-----------------(~~. _____________________ L~ __________ ~ ______ ~
\.....-
AGAWAM CLERK'S OFFI~~
AGAWAM, MA U'JY
11 SEP -6 PH 12:1 It
TO: TOWN TREASURER DATE: 9-1-11
SUBJECT: RELEASE OF PERFORMANCE BOND File #: 8594
At an officially called and posted meeting held on 9-1-11 , the Planning Board voted to release $ IN FULL
of the monies held by the Town to cover performance of work by developer otherwise known as, Alice
Lane Realty for project Cecelia Estates. This amount is released for work accepted by the Agawam
Planning Board.
HOLDING: $5500
'/-7/ t
Planning Board Chairperson
~eM~,
Vladimir Caceres
Civil Engineer I
RELEASE IN FULL
7fQ]~7L
Michelle C. Chase, ~ --
Town Engineer
"
Deborah Dachos
From:
Sent:
To:
planning@agawam.ma.us
Wednesday, August 24, 2011 9:41 PM
Deborah Dachos
•
Subject: Citizen Inquiry for the Agawam Planning Department
Name: joseph kaminski/francis carmel
subject: alice lane cracks' repair work
Address: 183 school street
email: fcinaz@mac.com
Phone: (520) 444-3235
Comments: dear michelle/debbie/pam, Michelle-after our earlier call today,
wherein we noted that the concrete king owner's/bosses's plan of action for
the cracks-already executed PER stephen cincotta's 20 year personal
contractor, DAVID MILL'S orders, unbelievably, as directly told to me from the
mouth of this contractor owner/boss, which was that he should cut from crack
to crack, then fill in the new openings with concrete, even though that has
now made THE more northern cracks' area of TWO former cement sections into
FIVE contiguous sections-each measuring a different size and with a different
dimension than the other. so, there are now FIVE sidewalk sections of
different sizes where there were formerly TWO, due to the' "orders II of stephen
cincotta's 20 year personal contractor, David Mill, according to the concrete
king's onsite boss's own mouth. we only know what we told, but how a Town's
Planning Board/Department/Engineering Department's legal orders to properly
correct this damaged sidewalk alongside of OUR home alone, of course, be left
to someone's personal contractor. also, we were told by the same man (whom we
were told does most of agawam's sidewalks, so SHOULD have known what to do
with THIS repair job, instead of listening to someone's personal contractor),
that stephen cincotta drove by and pulled alongside of where the men were
working and said that they were doing a "great job," even as the above and
below repairs were either completed or in process. also, per David Mill's
orders, according to the concrete king's onsite boss/owner, the handicap
ramp's top two sections were similarly cut horizontally in two, such that the
original four sections of this ADA handicap ramp now contain SIX sections. it
ALL looks preposterous, as this ramp now does not match its mate directly
across the street from it (and is it ADA compliant anymore?) AND the upper
sidewalk area could NOT possibly look more stupid and out of synch with any
other part of this very long sidewalk, which it no longer matches in any way,
including this new 5 section contiguously unmatched area in
measurement/dimensions per section. all that should have happened was that the
four cracked sections should have been removed, then replaced with new cement,
instead of this utterly bizarre whatever it can be called; all because of,
according to the onsite concrete boss's words, stephen cincotta's personal
contractor David Mill's "orders." where, please, was the city in ANY of the
repair? it is so beyond ridiculous and wrong and stupid, as is, that NO one
with an IQ over 60 would or could disagree or abide this complete mess. thank
you PROFUSELY for investigating this ASAP. (520) 444-3235
Sent from IP Address: 98.229.50.118
Date/Time: 8/24/2011 9:41 PM
1
Deborah Dachos
From:
Sent:
To:
•
planning@agawam.ma.us
Wednesday, August 24, 2011 9:54 PM
Deborah Dachos
•
Subject: Citizen Inquiry for the Agawam Planning Department
Name: JOSEPH KAMINSKI/FRANCIS CARMEL
subject: ADDENDED CORRECTION TO PREVIOUS EMAIL
Address: 183 SCHOOL STREET
email: FCINAZ@MAC.COM
Phone: (520) 444-3235
Comments: we only know what we told, but how a Town's Planning
Board/Department/Engineering Department's legal orders to properly correct
this damaged sidewalk alongside of OUR home alone, of course, be left to
someone's personal contractor IS INCONCEIVABLE, AS OPPOSED TO BEING CLOSELY
MANAGED BY THE TOWN, BUT IS WHAT WE WERE TOLD BY CONCRETE KING'S ONSITE BOSS
TODAY AND CAUSED EVEN MORE DAMAGE THAN WAS THERE IN THE FIRST PLACE.
Sent from IP Address: 98.229.50.118
·Date/Time: 8/24/2011 9:54 PM
1
• Pamela Kerr
From: Pamela Kerr
Sent: Wednesday, August 24, 2011 2:05 PM
To: Michelle Chase
Cc: 'travis ward'; 'planning@agawam.ma.us'
Subject: Alice Lane
Hi Michelle, at last week's Planning Board meeting Mr. Cincotta was told to meet with the Engineering
Department to determine whether the damaged sidewalk panels need to be replaced and if so, the Board
supports that. I received a call from Frances Carmel today and he is very upset and concerned with the
way the sidewalks were "fixed" today. Has Mr. Cincotta contacted your department regarding this?
Would you please look into this matter and provide a written update for the Board. That would be greatly
appreciated.
Thanks!
Pam
8/24/2011
Page I of I
• • Pamela Kerr
From: Deborah Dachos
Sent: Thursday, August 18, 2011 10:03 AM
To: Pamela Kerr; David Chase; David Chase; Mark Paleologopoulos; Michael Morassi; Travis
Ward; Vi Baldwin
Subject: FW: Evidentiary 183 School St Issues re: 8/18/11 Planning Board Meeting, As Regards
Subpar Bright White Cement Sidewalk Sections x 2 Transparent Gray Bonded Repair, Etc.
Deborah S. Dachas, Director
Agawam Office of Planning and Community Development
36 Main Street
Agawam, MA 01001
(413) 786-0400, ext. 283.
planning@agawam.ma.us
-----Original Message-----
From: F C [mailto:fcinaz@mac.com]
Sent: wednesday, August 17, 2011 5:41 PM
To: Deborah Dachas
Cc: F C; Joe Kaminski
Subject: Evidentiary 183 School St Issues re: 8/18/11 Planning Board Meeting, As Regards
Subpar Bright White Cement Sidewalk Sections x 2 Transparent Gray Bonded Repair, Etc.
>
> dear ms. dachas,
> thank you for all of your professional assistance with the remarkable and unique (in our
lifetime) array of problems that seem to have been foisted upon us endlessly here at 183
school st; as part of the Alice Lane Homeowner's Association. I looked more closely at the
cracks just now and found that that sticky gray bonding substance has now been placed
along the cracks, but its appearance is a sick joke, in our opinion, inasmuch as it
doesn't even occlude the cracks (which remain visible through it); setting the sidewalk up
for buckling/additional cracks as winter comes, and anyone who walks along it up for
trip/fall injuries (which will be the responsibility of the Town of Agawam and/or the
Developer or Lot #2's owners, as its through their direction/actions that THIS be the fix
these cracks, caused by or under the overall responsibility by the other two named parties
and certainly NOT us, who have forcefully and repeatedly tried to get this Town to
properly replace these damaged sidewalk sections, from the Mayor to the Planning Board
Director, who, astonishingly, hung up the phone on me having said nothing more than my
name the day i called him, at the behest of Town officials, to further discuss this
serious matter. Though i wrote a letter of complaint to the Mayor about his behavior AND
this problem, I have never heard back from him or anyone about it, which speaks volumes.
again, when the sidewalk buckles/continues to crack as winter arrives, it will not be our
responsibility.
>
> To be frank, one is clearly able to see the cracks through this medium gray I1bonding n
agent; secondly the color is jarring compared to that of the rest of this very long
bright, off-white sidewalk alongside of our property; NOT medium gray, a color that stands
out like a sore thumb.
> why this Developer simply ~on't do or be compelled to do the right thing and replace the
two sections of damaged sidewalk that occurred, in our opinion, due to his allowing Lot #
2 t s owners to continuously and for nearly a year (or so it seemed) park massive trucks
there where the cracks developed nearly every day, which s'urely is the cause of this mess
in our opinion, is beyond us, especially as Lot #2 1s owner is an engineer, we1re told, so
KNEW or had to know that the sidewalks would be damaged and CHOSE to make that happen
alongside of our property and not his, where there was always AMPLE room for him to have
these vehicles parked, on either side of his section of Alice Lane. There are ample
photographs to support any communication around this issue or the sandblasting damage done
to our home by his allowance of a year long+ sand pile to exist, so this email contains
objective and factually supported information. it is NOT merely our opinion.
• • >
> like the year+ long constantly blowing sand issue they allowed to occur, which has left
our home's exterior paint extensively sand-blasted away, it is our opinion that there was
conscious malice in allowing both of these issues to occur.
>
> as i wrote in my letter to the Mayor, regarding which there was no response, after
speaking to a completely unnecessarily very rude Planning Board Director, it seems that a
tax-paying homeowner can't get this town to do anything properly or have the power to
force corrections where they are clearly due. the case of the damage done to our home and
our sidewalk are certainly two clear and objective examples of the town's lack of
assistance in any way, or at least, in any acceptable way, as these photos will show of
the still visible cracks beneath the sidewalk sections that are now further defaced with a
sticky gray bonding agent, which in no way will either protect or keep whole this sidewalk
through any winter nor looks acceptable, as compared to the rest of the sidewalk in this
development that we pay to be part of, thus lessening the functional and aesthetic value
of our home.
>
> for this, we feel STRONGLY that this Planning Board MUST enforce the Tree Planting
sections of Town Code 159-26, which is completely unambiguous and for which our home/land
meets all thresholds; this sidewalk repair-which should be a forced replacement, not a
sugar-coated placement of a wigglely gray line across two sections of what WAS a pristine
white cement sidewalk until Lot #2 caused, in our opinion, even more of a mess of our home
and property than just the sandblasting we were forced to endure as the Town would do
nothing to effectively help us, despite our multiple requests as our home and possessions
were being overly damaged for more than a year.
>
> we hope that the outcome here is different and that the right thing is done, but if past
is present, we're sur~ that, once again, we will be, to use a less than delicate word,
screwed.
>
> we are so sorry that we ever moved back here. this Town's curious governance and lack of
ability to appropriately help its citizens, even with indisputable evidence of all of the
damage AND photos showing its causes, is unique in our experience as former homeowners all
across the country.
> a series of photos of the "bonded" sidewalk sections x 2 and a few other photos simply
show a length of beautiful/pristine sidewalk alongside of our property; the other like it
shows the now defaced other length of sidewalk where this "repair" was made. its
disgusting and would be found to be wholly unacceptable by any homeowner, we're sure.
>
> thank you again for all that you have tried to do and tried.
>
:> sincerely,
:> francis carmel
:> joseph kaminski
2
• • Pamela Kerr
From: Deborah Dachos
Sent: Thursday, August 18, 2011 10:04 AM
To: Pamela Kerr; David Chase; David Chase; Mark Paleologopoulos; Michael Morassi; Travis
Ward; Vi Baldwin
Subject: FW Quality of Near Transparent Gray "Bonding" of Off-White Cracked Alice Lane Sidewalk
Alongside 183 School St x 2 Cracks; One of which = Length of Entire Large Segment
Attachments:
~
:MG_1289.JPG (649
KB)
IMG_1289.JPG
Deborah S. Dachas, Director
Agawam Office of Planning and Community Development
36 Main Street
Agawam, MA 01001
(413) 786-0400, ext. 283
planning@agawam.ma.us
-----Original Message-----
From: F C [mailto:fcinaz@me.com]
Sent: Wednesday, August 17, 2011 8:55 PM
To: Deborah Dachos
Cc: Michelle Chase; F C
Subject: Quality of Near Transparent Gray "Bonding" of Off-White Cracked Alice Lane
Sidewalk Alongside 183 School St x 2 Cracks; One of which = Length of Entire Large Segment
This superficial "bondingtl repair, amazingly allowed by the Planning Board, as the manner
in which to repair dangerous large cracks (see next paragraph) which will only get worse
as winter comes and time moves along is utterly unacceptable and ineffective; both
functionally and aesthetically (not to mention as regards the immediate devaluation of our
property that this unsightly mess is causing), and as regards the walking public.
The Town of Agawam has been forewarned on numerous occasions of this danger in this still
legally uncertified as completed Development, and is being warned here and now once again
of the danger of these un-replaced majorly cracked sidewalk sections x 2, including that a
resident of 183 school street who has already tripped on one bulging crack, as has an
elderly man who was luckily saved from falling by his younger walking partner.
If the Mayor or Planning Board of the Town of Agawam decides to leave this preposterously
superficial, functionally and aesthetically unacceptable, and property devaluating
"bonding" repair of these grossly damaged, though previously pristine off-white concrete
sidewalk sections x 2 until they were damaged by the one year plus parking of large
vehicles being driven to park where the cracks developed by workers for Lot #2's owners
(one owner is a construction worker/engineer, we're told) on a near daily or very frequent
basis, instead of alongside of THEIR Alice Lane adjacent roadway, which was completely
open on either side of the road throughout their home's construction. Further, though the
Developer was told of the likelihood of this damage occurring due to these vehicles being
parked alongside of our property as though it was their parking lot, which has obviously
occurred, no large vehicle parking changes were ever madei yet the Town wants to force US
to live with this mess (not either the Developer or Lot #2's owners, of course, and the
Planning Board goes right along with this repair as though its just A-OK. Well, it is NOT.
Again, there will be certain near term future worsening damage once winter comes and time
move along with these sidewalk cracks, yet if the Planning Board, Mayor or whomever it is
that is responsible for signing off on the certificate of completion of this Development
does so knowing of the danger of the currently transparently/incompletely bonded (see
photo) large sidewalk cracks, instead of forcing the Developer to simply replace the two
1
concrete sidewalk section~ their original state of perfe~on (then HE can go after the
people who caused this damage for reimbursement, if he likes), with said potential
liability clearly outlined on numerous occasions in this still uncertified as complete
development, this liability will rest with the Town, the Planning Board, and anyone else
involved in signing off on certifying the completion of this as yet uncertified
Development, through this legal communication and others noting the potential danger of
this cracked sidewalk (used daily by profoundly handicapped individuals from a number of
adjacent homes) and others, but refuses to compel either the responsible party (Lot #2's
owners or the Developer to remove the damaged concrete sections x 2 and replace them with
new concrete sections x 2) , the Town of Agawam will be responsible for any injuries
suffered on this public walkway from now into eternity, as again, this email is meant for
the Mayor; the Planning Board and any other Safety Officer or Development Certifying Body
or Official for this Town.
Sincerely,
Francis Carmel
Joseph Kaminski
2
08/18/2011 16:05 FAX 4138210631
To:
CC:
From:
Date:
Planning
File
•
Engineering Division
August 18, 2011
•
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 8210600 • Fax (413) 821 0631
Christopher J. Golba • Superintendent
MEMORANDUM
Subject: Bond Release -Cecelia Estates -Alice Lane -Stephen R. Cincotta
I4J 002/006
On August 18, 2011 Engineedng inspected the sidewalk hairline cracks at Cecelia Estates and has the following
comments:
I. A bonding agent has been applied to the cracks in the sidewalk panels. It is unclear if this repair will
prevent the Town from having to replace these panels in the near future. Typical practice in the past
would be for any cracked sidewalk panels to be replaced not repaired. See attached photos from our
memo dated June 27, 2011 and August 18,2011.
2. The sidewalk panels that have hairline cracks are:
a. Two panels at western curb cut at the intersection of School Street and Alice Lane.
b. Two panels at northeast comer of Lot I.
c. Four panels in front of Lot 5 (driveway and near hydrant).
If you have any questions please do not hesitate to contact this division.
Sincerely,
N;{k, .. ~/
Vladimir Caceres
Civil Engineer I
~~
Michelle C. Chase, P.E.
Town Engineer
•• Page 1 of 1
Deborah Dachos
From: Patrick Toney
Sent: Thursday, August 18, 2011 3:39 PM
To: 'fcinaz@me.com'
Cc: Mayor Richard Cohen; Vince Gioscia; Deborah Dachos; Michelle Chase
Subject: 8/18/11 Planning Board Meeting
Dear Francis Carmel,
My name is Patrick Toney; I am the Associate Solicitor for the Town of Agawam. Mayor Cohen requested I look into
the problems you have been experiencing at 183 School Street. Specifically, I am inquiring into the damaged sidewalks in and
around Lot #2 of the Alice Lane Development where you live.
. The Planning Board for the Town of Agawam is meeting tonight at 6:30 at the Town's Library. One of the issues to be
discussed will be whether or not Alice Lane Developer, Stephen Cincotta, will have the performance bond amount returned to him. .
The Agawam Planning Board is an autonomous body which makes its own decisions in these matters pursuant to Agawam Town
Code §159-7H (2)-(4). However, the planning board will be listening to the recommendations of the Town of Agawam's Engineering
Department. The Engineering Department, at the behest of Mayor Cohen, are going to recommend the Planning board deny the
return of Mr. Cincotta's performance bond until the sections of the Alice Lane Development sidewalk are properly repaired.
Ultimately it is and shall be the Planning Board's decision whether or not the performance bond will be returned
before or after repairs are completed. But, with the recommendations of The Engineering Department of the Town of Agawam, I am
hopeful the repairs in the Alice Lane Project will be completed.
Respectfully-Patrick M. Toney
8/18/2011
• • Lot 5
•
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, • •
Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
July 22, 2011
Stephen Cincotta
Alice Lane Realty
46 Alice Lane
Agawam, MA 01001
Dear Mr. Cincotta:
Tel. 413-786-0400 Fax 413-786-9927
--2 r-
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At its duly called meeting held on July 21, 2011, the Agawam Planning Board voted-ro . ~
deny your request for release ofbond on the Cecelia Estates subdivision. This deni~s~
based upon the attached memo dated June 27, 2011 from the Agawam Engineering 'B.-}
Department with the exception of item #3 regarding shade trees on lot 1. Based on input
by yourself at the meeting that the Tree Warden does not want trees planted in the
treebelt on this subdivision and there are underground utilities is this area as well, the
Board is not requiring you to provide two shade trees on lot 1.
If you have any questions, please contact this office at 786,0400, extension 283.
Sincerely,
Travis P. Ward, Chainnan
AGAWAM PLANNING BOARD
TPW/DSD:prk
Cc: Town Clerk
Eng. Dept.
File
" •
To:
CC:
From:
Date:
Subject:
Planning
File
•
Engineering Division
June 27, 2011
•
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 8210600 • Fax (413) 821 0~J31
Christopher J, Golba • Superintendent
MEMORANDUM
-.....
Bond Release -Cecelia Estates -Alice Lane -Stephen R. Cincotta
.:~::;, :> .:D':
Engineering recently inspected the above referenced subdivision and has the following commena: '~~ ,.,
I. The home owner at 41 Alice Lane (Lot4) has installed the HMA top course for the exi.ating d~eway,
curb returns and driveway apron. The sidewalk for this Lot 4 is in good condition. ,...
2. While visiting the subdivision, Engineering noticed that several other sidewalk panels have cracked: (see
attached photos)
a, Two panels at western curb cut of intersection School Street and Alice Lane.
b. Two panels at northeast corner of Lot 1.
c. Four panels with hairline cracks in front of Lot 5 (driveway and near Qydrant).
3. Engineering received a phone call from the owner of Lot 1 (183 School St, Agawam, MA) on Monday,
June 27, 2011. He clams that since his Lot is part of the subdivision he should have 2 shade trees
planted in his yard by the developer. (See attached photos of Lot 1 which shows the tress/bushes that
the owner planted himself)
If you have any questions please do not hesitate to contact this division.
Sincerely,
/",,'i{'~/U" (7"~';<41
Vladimir Caceres
Civil Engineer I
(j'I"';!, I ,1 I! /;{.' . '/: ,,. 7 It',' /' " '{ t I', ·Cc:., ;LL-f! ",( l../. /Lc.u.v--·-
Michelle C. Chase, P.E.
Town Engineer
JL, c,
July 18, 2011
Agawam Planning Board
36 Main Street
Agawam, MA 01001
ALICE LANE REALTY
46 ALICE LANE
AGAWAM, MA 01001
413-786-2773
821-0022
•
RE: Bond Release --Cecelia Estates-Alice Lane-Stephen Cincotta
Dear Board Member:
As president of Alice Lane Realty I would like to respond to and provide additional information
to you regarding the most recent memorandum supplied by the Department of Public Works
Engineering Division dated June 27, 2011. This memorandum was issued in response to a
request by Alice Lane Realty for release of the existing bond in the amount of $5,500. I have
attached a copy for your convenience and inspection. I hope this information supplied to you
in advance of the upcoming meeting of July 21 will aid in your decision making process.
The original request for this bond release and inspection from the DPW/Engineering Division
was responded to on June 16, 2011 (please note attached Memorandum) in which engineering
requested the top coat and finished driveway for lot 4 be finished to the departments
satisfaction. The memo indicated that the driveway on Lot 4 was the only remaining
impediment to the bond release. The following is a response to the memorandum issued by
the Engineering Division on June 27, 2011 just prior to the proposed Planning Board meeting.
This meeting was subsequently cancelled due to lack of a quorum.
• •
Observation 1:
The home owner ot 41 Alice Lane (Lot 4) has installed the HMA tap course for the existing
driveway, curb returns and driveway apron. The sidewalk for this Lot 4 is in good condition.
Response 1:
Based on the Memorandum of June 16th the singular request for release of the bond has been
met as noted in the June 27th Memorandum.
Observation 2:
While visiting the subdivision, Engineering noticed that several other sidewalk panels have
cracked.
Response 2:
The sidewalks for the subdivision have been installed for over 1 ~ years and inspected several
times by the Engineering Division with no noted objections. Of the eight panels noted to have
some cracking it was noted that six of them were of minor (hairline) cracks. Of note is the less
minor cracks on two panels located at the western curb cut of the intersection of School Street
and Alice Lane. The cracking of these two panels is the direct·result of town equipment (a
large bucket loader) used during the extreme winter conditions to clear snow during this past
winter.
To be sure the conditions existing on Alice Lane are "normal" and reasonable for recent
subdivisions within the town; I inspected three subdivisions of the approximate size and age
and noted the conditions of their sidewalks. These subdivisions are located on Stevenson,
Elizabeth, and Westview. It appears the size and frequency of the normal wear and tear is
what might be expected.
Observation 3:
Engineering received a phone call from the owner of Lot 1 (183 School St.) on Monday, June 27,
2011. He claims that since his Lot is part of the subdivision he should have 2 shade trees
planted in his yard by the developer.
Response 3:
Lot 1 of the subdivision was an existing structure at the time of development and has a School
Street address (183) and not on Alice Lane. The Engineering Division had requested the
planting of shade trees on Lots 2-5 exclusively. This request has been executed to the
satisfaction of the Division. The owner of Lot 1 has planted several trees on the property as
noted by the Engineering Division all of which could be defined at "shade trees". The addition
of two more trees on the property would, if fact, be a determent to the appearance of the Lot.
• •
Since the beginning of the project in 2008 the Planning Board and the Department of Public
Works has had several requests to be sure the subdivision would meet the requirements
necessary to make the subdivision a positive addition to the town. It is my sincere belief that
we have met and/or exceeded all these requests. It has been difficult to finish this project
since each time we have requested a bond release based on previous Engineering Division
requests there has been additional requests made just previous or on the day of the bond
release planning board meeting.
I am respectfully requesting the Planning Board to release the existing bond for Alice Lane at
this time. In addition, I would like to take this opportunity to thank the board members, the
Office of Planning and Community Development, and the Engineering Division for the
guidance, direction, and professional manner afforded me and my staff during the active phase
ofthis project.
Sincerely,
Stephen R. Cincotta
President
To:
CC:
From:
Date:
Planning Board
File
•
Engineering Division
June 16,2011
•
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 • Fax (413) 821 0631
Christopher J. Golba • Superintendent
MEMORANDUM
Subject: Bond Release -Cecelia Estates -Alice Lane -Stephen R. Cincotta
Per your request, we have reviewed the work perfoimed on Alice Lane for the bond release. Prior to the release
of the bond, the owner of Lot 4 (41 Alice Lane) must finish the HMA top course of the existing driveway. Curb
returns are to be installed when the top course of the driveway apron is installed by the home owner. Sidewalk
in the driveway for this Lot is in good condition. Engineering will re-inspect the sidewalk after the top course is
installed.
If you have any questions please do not hesitate to contact this division.
Sincerely,
~C~·
Vladimir Caceres
Civil Engineer I
/fJUJd{L-
Michelle C. Chase, P.E.
Town Engineer
LlCOPY
To:
CC:
From:
Date:
Planning
File
•
Engineering Division
June 27, 2011
•
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 8210600 • Fax (413) 821 0631
Christopher J. Golba • Superintendent
MEMORANDUM
Subject: Bond Release -Cecelia Estates -Alice Lane -Stephen R. Cincotta
Engineering recently inspected the above referenced subdivision and has the following comments:
I. The home owner at 41 Alice Lane (Lot4) has installed the HMA top course for the existing driveway,
curb returns and driveway apron. The sidewalk for this Lot 4 is in good condition.
2. While visiting the subdivision, Engineering noticed that several other sidewalk panels have cracked: (see
attached photos)
a. Two panels at western curb cut of intersection School Street and Alice Lane.
b. Two panels at northeast corner of Lot I.
c. Four panels with hairline cracks in front of Lot 5 (driveway and ncar hydrant).
3. Engineering received a phone call from the owner of Lot I (183 School St, Agawam, MA) on Monday,
June 27, 2011. He clams that since his Lot is part of the subdivision he should have 2 shade trees
planted in his yard by the developer. (See attached photos of. Lot 1 which shows the tresslbushes that
the owner planted himself)
If you have any questions please do not hesitate to contact this division.
Sincerely,
r~C~
Vladimir Caceres
Civil Engineer I
Michelle C. Chase, P.E.
Town Engineer
• • Page 1 of 1
Deborah Dachos
From: F C [fcinaz@me.comJ
Sent: Thursday, July 07, 2011 5:22 PM
To: Deborah Dachos
Cc: FC
Subject: Request for Planning Board Review/Hopeful Positive Outcome of Developer Adherence to Town Code #159-26 for Lot #1/Alice
Lane Subdivision
Dear Planning Board,
As the owner of Lot #1 of the Alice Lane Subdivision, I noticed that the developer had planted two trees on each of the other four
lots, but mine, some time ago. I found this curious, then serendipitously, came upon this Town Code # 159-26, which clearly to me,
states that he must plant TWO TREES per LOT. It doesn't say per NEW lots; it says PER LOT.
I own Lot #1 of the five total Lots within this covenant/new subdivision, but have not had any discussion of shade trees being planted
on my Lot by the developer, which I believe it to be his obligation to do so, per this code, and hope that you do, too.
As per the Code, it would seem to me to I would be allowed to have two trees planted on my tree belt on Alice Lane which would be
my preference, from a selection that I make based on the language regarding the choice of trees on the list per the direction of the
Tree Warden, in cooperation with the developer.
I am hopeful that you read this Town Code as I do, such that I am able to have a discusssion with whomever it would be necessary to
choose two trees that would then be planted on my tree belt, per the wording of the Town Code, which seems highly straightforward
to me.
I look forward to your consideration of my understanding of this Town code, and your response to my request. The Town Code, # 159-
26 has been provided below for your easy reference.
Sincerely,
Francis Carmel
183 School Street,
Lot # I, Alice Lane Subdivision
Agawam, MA, 01001-3200
(520) 444-3235
Shade trees.
A. Before release of the covenant, the developer shall deposit with the Town of Agawam an amount of money sufficient to cover
the replacement of two shade trees per ~ccording to the specifications of the Planning Board.
B. The developer shall be responsible for providing, planting and maintaining through one full year two living healthy trees or their
substitutes per p:9f Such trees shall be 2.5 inches minimum in diameter, balled and burlapped and planted in season and
subject to direction of the Tree Warden. Types of trees shall be selected from a list available from the Planning Board which
shall include native and hardy species readily available locally.
C. On each ~:9~ two shade trees shall be planted within 20 feet of the street line and located so as not to conflict with underground
utilities and sight distances. On places at the discretion of the Tree Warden, shade trees may be planted on the tree belt within
the street right-of-way.
7/8/2011
• • Page 1 of 1
Deborah Dachos
From: Michelle Chase
Sent: Thursday, June 23, 2011 11 :36 AM
To: Deborah Dachas
Cc: Pamela Kerr; Vladimir Caceres
Subject: RE: Alice Lane
Attachments: P6200082.JPG; P6200081.JPG
Debbie,
There are two cracks that really should be fixed but they are not in front of Lot 4. They are located adjacent to Lot 1 (see attached
photos). I have also received a phone call regarding these cracked sidewalk panels. However, our understanding is that the bond is
for the work in front of Lot 4 only. If we can make Cincotta replace these cracked panels, then that would be helpful. One of the
cracks is located near School Street. That area is slated to be replaced during the School St Bike Path construction, the other the
Town would have to repair eventually. However, we have sidewalks in other areas of Town' that are in much more need of repair
than these panels. Engineering can put together another memo explaining the situation if you feel the Town can hold Cincotta
responsible for these panels.
Sincerely,
Michelle C. Chase, P .E.
Town Engineer
P: 413-821-0625
F: 413-a21-{)631
Agawam -Engineering Division
1000 Suffield Street
Agawam, MA 01001
www ngawam rna us
~ Please consider the environment before printing this email
From: Deborah Dachos
Sent: Thursday, June 23, 2011 10:54 AM
To: Michelle Chase
Cc: Pamela Kerr
Subject: Alice Lane
Michelle,
We have received your memo concerning Alice Lane. It states "The sidewalk in the driveway for this Lot is in good condition." Are
all the sidewalks in "good condition"? We have received a complaint that they are not.
Debbie
Deborah S. Dachos, Director
Agawam Office of Planning and Community Development
36 Main Street
Agawam, MA 01001
(413) 786-0400, ext. 283
1l1anning~gawam.ma. us
6/24/2011
To:
CC:
From:
Date:
Planning
File
•
Engineering Division
June 27, 2011
•
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 8210600 • Fax (413) 8210631
Christopher J. Golba • Superintendent
MEMORANDUM
Subject: Bond Release -Cecelia Estates -Alice Lane -Stephen R. Cincotta
Engineering recently inspected the above referenced subdivision and has the following comments:
I. The home owner at 41 Alice Lane (Lot4) has installed the HMA top course for the existing driveway,
curb returns and driveway apron. The sidewalk for this Lot 4 is in good condition.
2. While visiting the subdivision, Engineering noticed that several other sidewalk panels have cracked: (sec
attached photos)
a. Two panels at western curb cut of intersection School Street and Alice Lane.
b. Two panels at northeast corner of Lot 1.
c. Four panels with hairline cracks in front of Lot 5 (driveway and ncar hydrant).
3. Engineering received a phone call from the owner of Lot 1 (183 School St, Agawam, MA) on Monday,
June 27, 2011. He clams that since his Lot is part of the subdivision he should have 2 shade trees
planted in his yard by the developer. (See attached photos of Lot 1 which shows the tress/bushes that
the owner planted himself)
If you have any questions please do not hesitate to contact this division.
Sincerely,
r~e~
Vladimir Caceres
Civil Engineer I
Michelle C. Chase, P.E.
Town Engineer
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06/23/2011 10: 19 FAX 4138210631
To:
CC:
From:
Date:
Planning Board
File
•
Engineering Division
June 22, 2011
•
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 ,. Fax (413) 821 0631
Christopher J. Golba • SuperinteDdeDt
MEMORANDUM
Subject: Bond Release -Cecelia Estates -Alice Lane -Stephen R, Cincotta
1ifI001/002
We have reviewed the work performed on Alice Lane and Engineering recommends full release of the bond for
Cecelia Estates, Engineering has performed an inspection at 41 Alice Lane (Lot 4), The home owner has
finished the HMA top course of the existing driveway, cub returns 'and driveway apron was installed. The
sidewalk in the driveway for this Lot is in good condition.
If you have any questions please do not hesitate to contact this division.
Sincerely,
~~" Vladimir Caceres
iliJi~
Michelle C, Chase, P,E,
Civil Engineer I Town Engineer
.
II •
Town of,Agawam
36 Main Street Agawam, Massachusetts 01001-1837
June 17,2011
Stephen Cincotta
Alice Lane Realty LLC
46 Alice Lane
Agawam, MA 01001
Dear Mr. Cincotta:
Tel. 413-786-0400 Fax 413-786-9927
At its duly called meeting held on June 16, 20 II, the Agawam Planning Board voted to
table your request for bond release on the Cecelia Estates (Alice Lane) subdivision to ,; • June 30, 2011. Attached is the memo dated June 16,2011 from the Agawam Enginee.!ing >,
Department. '-f:. ,
If you have any questions, please contact this office at 786-0400, extension 283,
Sincerely,
Travis p, Ward, Chairman
AGA W AM PLANNING BOARD
, TPWIDSD:prk
Cc: Eng, Dept.
Town Clerk
#8594
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•
To:
CC:
From:
Date:
Planning Board
File
•
Engineering Division
June 16,2011
•
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 8210600 • Fax (413) 821 0631
Christopher J. Golba • Superintendent
MEMORANDUM
Subject: Bond Release -Cecelia Estates -Alice Lane -Stephen R. Cincotta
Per your request, we have reviewed the work performed on Alice Lane for the bond release. Prior to the release
of the bond, the owner of Lot 4 (41 Alice Lane) must finish the HMA top course of the existing driveway. Curb
returns are to be installed when the top course of the driveway apron is installed by the home owner. Sidewalk
in the driveway for this Lot is in good condition. Engineering will re-inspect the sidewalk after the top course is
installed.
If you have any questions please do not hesitate to contact this division.
Sincerely,
;Y/~M C@-ate! .
Vladimir Caceres
Civil Engineer I
1?ZJJiC£MO
Michelle C. Chase, P.E.
Town Engineer
To:
CC:
From:
Date:
Planning Board
File
Engineering Division
June 16,2011
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 • Fax (413) 821 0631
Christopher J. Golba • Superintendent
MEMORANDUM
Subject: Bond Release -Cecelia Estates -Alice Lane -Stephen R. Cincotta
Per your request, we have reviewed the work performed on Alice Lane for the bond release. Prior to the release
of the bond, the owner of Lot 4 (41 Alice Lane) must finish the HMA top course of the existing driveway. Curb
returns are to be installed when the top course of the driveway apron is installed by the home owner. Sidewalk
in the driveway for this Lot is in good condition. Engineering.will re-inspect the sidewalk after the top course is
installed.
If you have any questions please do not hesitate to contact this division.
Sincerely,
#~~ ..
Vladimir Caceres
Civil Engineer I
Michelle C. Chase, P.E.
Town Engineer
• •
Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
Tel. 413-786-0400 Fax 413-786-9927
MEMO
TO: Engineering Department
FROM: Planning Board :t;:»i>
SUBJECT: Bond Release -Cecelia Estates (Alice Lane)
DATE: June 2, 2011
Mr. Cincotta has requested a full release of bond on Alice Lane. Please provide your
recommendation prior to the Boards June 16th meeting.
Thank you.
DSD:prk
June 1, 2011
Deborah S. Dachos
Director of Planning
Town of Agawam
36 Main Street
Agawam, MA 01001
., _~'o:.. _' ..
;: ':",';Uf.:LJ (',1-GJ!',
Dear Ms. Dachos:
• •
ALICE LANE REALTY
46 ALICE LANE
AGAWAM, MA 01001
413-530-5556
Please be advised that as the president of Alice Lane Realty I would like to formally request the
release of the remaining existing bond for the above referenced sub-division. The remaining
work requested by the engineering department last year has been completed (moving one
tree, raising another tree to grade, and re-seeding of a section of tree belt) as of the above
date. Should you have any questions or require additional information please feel free to
contact me at any time. I may be reached at my office phone 821-0022 or by cell 530-5556.
Thank you again for all the assistance and courtesy your department has showed to me over
the past two years.
Sincerely,
,
;5-1=
t).J~.l" ~N~~' r-. jC:;O"'::
Stephen R. Cincotta
President
.. ' \9'.;,"' : .. ',. ,... ;,-,
J ..
RECEIVED
4 r ., .
"IL' ~ ~ ........ -.• ., '11,)'," "
10 . M4S~'l, ~________________ 4Ur., ~ 0,
,... PLANNING 1tt00RD-,\;;j-:-:r----------.-,
11//:3 ~
/ DATE: 8-5-10
• ••
TO: TOIVN TREAS URER
r I
I
SUBJECT: RELEASE OF PERFORMANCE BOND FILE 8594 , NOo _______ _
At an officially called and posted meeting held on ..;8"--~5_-..::1..:::0 ____ the P1anninc;
Board voted to release $ 212,500 of the monies held by the Town to cover
performance of work by developer otherwise known as -------
AI ' L R lty Lr."'-. t Cecelia Es ta tes ~ce ane ea ""-proJec __________ _ This amount is
released for work accepted' by the Agawam Planning Board.
HOLDING: RELEASE: $212,500 REMAINING: $5500
/.,
Z.
PLANNING BOARD CHAIRMAN
08/05/2010 14:39 FAX 4138210~ •
To: cc:
From:
Date:
Subject:
Stephen R_ Cincotta
File
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 • Fax (413) 821 0631
Anthony M. Sylvia, P.E. • Superintendent
MEMORANDUM
Engineering Department
August 5, 2010
Bond Release -Cecelia Estates
~OOl/003
Per your request, we have reviewed the punch-list for Cecelia Estates. All remaining work for the subdivision
is complete. However, there are two lots which are still under construction (Lots 2 & 4). The amount of money
to remain in bond to protect the Town from any future damages to the R.O.W. is $5,500.00 ($2,750.00 for each
lot).
Also, one of shade trees for Lot 2 was planted too close to the detention pond fence. The developer shall work
with the owner of Lot 2 to relocate this shade tree once the lot is graded propetty.
If you have any questions please do not hesitate to contact this division.
Sincerely,
/j/~~.-
Vladimir Caceres
Civil Engineer I
~
Town Engineer
08/05/2010 14:40 FAX 41382106~ III 002/003 •
• •
MEMO
TO: Engineering Department
FROM: Planning Board
SUBJECT: Bond Release -Cecelia Estates (Alice Lane)
DATE: July 20,2010
Mr. Cincotta has requested a bond release on Alice Lane. Please prepare your recommendation
prior to the Board:s August 5th meeting.
Thank you.
DSD:prk
•
July 20, 2010
Agawam Planning Board
Mr. Travis Ward, Chairman
36 Main Street
Agawam, MA 01001
Dear Mr. Ward:
ALICE LANE REALTY
S4 BARNEY STREET
AGAWAM, MA 01001
•
I would like to formally request the release of the bond for Alice Lane. To the best of my knowledge
and based on discussions with the engineering department all of the release requirements have been
met.
Thank you,
S 1--r ( f7. COo) _c:?f-
Stephen R. Cincotta
President
TOWN OF AGAWAM
INTEROFFICE
MEMORANDUM
To: Mayor Cohen
CC: '-peborah Dachos .
Nick Urbinati
From: Kristen Sopet
Date: June 29, 2010
Subject: Alice Lane subdivision loam issue
Dear Mayor Cohen:
•
Following, please find copies ofletters sent to Donald Duquette, Francis Carmel, and
Stephen Cincotta regarding the uncovered piles of loam on the Alice Land subdivision. I have
arranged a neighborly comprise between the parties that will hopefully satiate the aggrieved
party. Please contact me with any questions.
Thank you,
Kristen Sopet
•
Town of Agawam
Law Department
Vincent F. Gioscia, City Solicitor
Francis Carmel
P.O. Box 763
Agawam, MA 01001-0763
Re: Alice Lane subdivision complaint
Dear Mr. Carmel:
June 28, 2010
The Town is aware,of.the ci;c:urrist~ces,suiTo'iinding the alleged deleterious
effects that the erosion,o~saHfahd s.oi:i:on·i1eigliboring pr<iperti~~ has had on your ability
to use and enjoy YOo/;R;'9R~rtY~., Uhl6rturiiltely, tliere are 'currentlyino legal means by
which the TownlI}~y.;5t:·chri)7jillyolv~d in this dispute. Becausethe,hdllth; safety, and
welfare ofTown,Ci~!zei'!s~~!~t~~~Jng;concerns, the Town,has extended ~erious efforts to
help you resolve·!this\is~ue, ih)a.n~ighliorlymanner. , ,l ;J~, : If ,!.t. :;'1,''': ,!,~'-' . . ' .. "'''''('~, f /,·I".?""'l~"") "" , , . } !..1 ._" i,~," ·.~r~(F:.r :,0;-t·'.
During this pa{r:~~el{!hna:vlc'ornrriunicated with you, Donald Duquette, and
Stephen Cinc?~t!\'~to fli!fu1I1[{iffif<}drripr\?!hise,.:StepheQ\9ncotta hciS,made an open offer
of the use of a liq'ss ~~~!e~19.Whis\P.t9P~)'ty,'Dot156.~o:Mf: Duquette, Lot 2, so that
Mr. Duquette.may.:wet,tlie'groundi9fllis,prbp'erty to prevent further erosion during the
construction pr6~ess.:' "J.lt~,j! :.~'~~~ ~.. ~.
. ..~ .. ' ··".t.:, ; .• .! I
l-, ~ '.,. .... .
. While ihi,~'may'n~tbe:iI1'e;s9Iutionyou have been seeking, it is areaso~able,
temporary, com'promise:that.maiiriiiigate the construction.conditions·that are currently
upsetting the quie!e~Joy~ent of:yo,ur'-land. Please understand that the involvement of the
Town in this matter is,above,andibeyond ,what is'fequired,when there are no violations of
the Town Code or state'laws, . . .
CC: Mayor Cohen
Deborah Dachos
Nick Urbinati
1,
. ." ~
Very' truly yours,
~-4J
Kristen Sopet, law clerk
36 Main Street, Agawam, MA 01001 Tel: (413),786-0400 ext. 281 Fax: (413) 786-9927
• •
Town of Agawam
Law Department
Vincent F. Gioscia. City Solicitor
Stephen Cincotta
54 Barney Street
Agawam, MA 0 I 00 I
Re: Alice Lane subdivision complaint
Dear Mr. Cincotta:
June 28, 2010
As you are aware, the owner· of Lot I of the Alice Lane subdivision has
complained of the erosio~:of!l;,iihd .. andsojj'fiom neighb~ring,properties. During this past
week, I have commwi~~€d ilith'y6u, Dbnald·Duquette, arid'Fr~gis·tafl!lel to formulate
a solution. This l'it~~r.~~'in~~!1.a:e4.to 9,onfirm the open offer of tfie .use:?fa ~ose and water
from your propefYJ,~oJl?,'!~:~W~liq~~tte, Lot 2;~reeot~harge,:so th,~t:~r.. Duq~ette
may wet the grqu,ndt'of'I;ll~p,t.oReftY'!9~mevent furt~ereJoslOndunI!g;th~coNstructlon
process. y ourig~iierol!~!~fi'@t'afid¥illingness to compromise is cbh}inericHible: I have
communicateq y~,ur ~~f~ft~~~"{R.u~qq~tte,-and_hesee~s willing towork with you.
~ ( ;~ll~~;'?·':·"··"Yr.t"·:'~~:",l:':'" ;~'''_ ,':, '.' .
Should yo{ h~ie';~Y;q~~~,~onsnl\inay,bereadii4~a:t (!I:13):786~0400x281. . . .'\.... .. ~ ~·.,~'~i· -. .... .' ~'. '. ~ <,,_ • I.~. "" ~ :.. . . T:\,{:'T;:' !i.i"i:.~. Very triil~ yours,-. : ':.~ '.\~j£t~)i;~",;:: :'-'..,,;,' ? vJJ{iif -,
, ';::~f:: :J;':~:i~~l lV,,:;' ~:,t,,' ~w ","k
)-"~..,
," ,.' < • , l .. ~. ' .
CC: Mayor Cohen
Deborah Dachos
Nick Urbinati
. lI_, , '
RECFtVED
JUN 2 9 2010
PlANNI NG BOAt'l.o
36 Main Street, Agawam, MA 01001 Tel: (413) 786-0400 ext. 281 Fax: (413) 786-9927
• •
Town of Agawam
Law Department
Vincent F. Gioscia, City Solicitor
Donald Duquette
43 Kerry Lane
West Springfield, MA 0 I 089
Re: Alice Lane subdivision complaint
Dear Mr. Duquette:
June 28, 2010
As you are aware, the owner,of Eot. I of the Alice Lane subdivision has
complained of the erosioh:6f:~arid,and:s~ilfromyour;pi-operty. Durii1g this past week, I ./!r' \.' "' ,',: _, __ ,., . _ .. __ " ('~
have communicated/~~~tYlZu,~.~tepli:en:Cincotta; and ~iancis'Ca!lf1el'~~: f.0rmulate, a
solutIOn, This letter.ls lIitended:to confirm that Mr, Cmcotta has'presented.you with the
open offer ofthe,ti~'~1f,a,h~~~~a(w~ter from his. property, Lot 5,;fr~~<qf,cnarge, so that
you may wet thrlfound{~t~il,fPK9.llerty to preveilhfurtJier erosj9n.durin~,~):!e
construction process!!' ji:pl[t~!lirign~ss to' compromise is-comrnefidal51e~ 'Should you
have any questions, IrJi4y<D~-:r~~W~~·~t (413)786'0400 x 281.
, .f" ,-~'''-( " ,~,,\. ~.' ' ..
CC:
l tI _... '" • >1, • f' V • !.i,~ .• , .....
1\ '
" .' I ••. -; " . -.:~,:.~:, ... ~;-.:, .~.,
1, '. ···(f:..~< }:'"
...... ! ',."1 .... ,", •.
" .:.~. ( ,
Mayor Cohen' ,~
Deborah Dachos
Nick Urbinati
"
.. ,
.'
.. ,
Very tnily yours, "
'~AT-' , . .
, -" .. / -.. ':. . ' ,
' .. ' .~~. ":" ", -.~ "
Kristen Sopet, law clerk -', .,
RECF!VED
JUN 2 9 2010
PLANN i r'~ G BO~\t~~
36 Main Street, Agawam, MA 01001 Tel: (413) 786-0400 ext, 281 Fax: (413) 786-9927
•
•
Town of Agawam
Law Department
Vincent F. Gioscia, City Solicitor
Donald and Maureen Duquette
43 Kerry Lane
West Springfield, MA 01089
June 17,2010
Re: Clearing and Grading of Alice Lane Subdivision
Dear Mr. and Mrs. Duque~e:, ' .
. ,' ~ "';:(~':~h-.
The Law Dep~1tte.nt has'received numerous complaints regarding uncovered
loam on individu~)'}.Q~,fttb~t.\o,M\t~~ .on the Alice L~e subdivision;'ihclud~ng your
parcel. Aithough'tllls Issue!IS'1l0~;currently one In which the Town may chum a legal
interest, the hea,l~~itii'd'~afrty,i~ni}i<l~nts is, as always,a predofuinaritconcerh for the
Town. . ... :< 'i~"t:tt: :~:". . .
I~I .~J\:···r~ >:1:4: I'\<'" ' ~ '. ,~ .
. As yo.u.!,l1~~ b;~;a~~~t].?§:()~dMfthe Town qf;A~~~~ state~.t?at "[~lll
stockpiled sOII~'sh~llf g~l?lhZ.$,9~Wltj1Jt~l)lporary 'vege.!iltlx~, cove(',dul'lng. the
construction aI]~:!mp't~~~H.~~~~stJ?<livided:larid .. Agawffin rowl1.<;:ode, Article V,
chapter 159 §'159:27.;·~.c£or5hng;to InformatIOn presel}.t(!d'~oth<;!.{;~~:Department, there
are currently uncoveredipiles' of,dirt, sand·"ahd:soil;·.on,the A:lice Lane subdivision site,
including your·'p',!rcer./ ',-: ,'~:'~:': . , ..'
~ .. ~:".:< ;:,.:::. '~l ~ .:·0·:~'" ·1
The To~.6fA~~~aiirr~4·~~si~ th~t you reyie.w the requirements of the Town
Code and undertake,signi·fi,caI]t"Yff()i'!~'.t():comply·With~all provisions. The Town reserves
the right to take any futj.ue:.tegal'a~iiQns.that are:deemed necessary.
, -!-~ •• , ,;'P.' '~ . " .
CC: Steven Cincotta
Deborah Dachos
Nick Urbinati
Mayor Richard A. Cohen
-', "
. .'
. :·RespectfullY,:
Kristen So pet, law clerk
36 Main Street, Agawam, MA 01001 Tel: (413) 786-0400 ext. 281 Fax: (413) 786-9927
a ,
April 20, 20 I 0
Stephen Cincotta
. 54 Barney Street·
Agawam, MA 0 I 00 1
Dear Mr. Cincotta:
• • +~
Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
. Tel. 413-786-0400 Fax 413.-786-9927
As you are aware, the Planning Board has received coinplaints regarding the dust
emanating from the Cecilia Estates subdivision. Agawam's subdivision rules and
regulations require that: .
"all disturbed areas shall be. stabilized with a temporary vegetative cover H to be left
exposed for greater than one month ... "
Since this may be difficult given the current construction activities, you are being
requested to treat those areas under construction with appropriate dust measures at the
end of each workday.
If you have any questions, please do not hesitate to coniact the Planning Office at 786-
0400, extension 283.
Sincerely,
.-----~ ?ICJ~· .
Travis P: Ward, Chairman )'sj).
Agawam Planning Board
Cc: File
Engineering
" • ,
PERFORMANCE AGREEMENT
Cecelia Estates
LOTS I - 5 INCLUSIVE
THIS AGREEMENT made by and between Alice Lane Realty, LLC, a limited liability company, Stephen K
Cincotta, its Manager, and Stephen R, Cincotta, an individual, having a ususal place of business at 54 Barney
Street, Agawam, Massachusetts, hereinafter called the DEVELOPER, and the Town of Agawam,
Massachusetts, a municipal corporation having a usual place of business at 36 Main Street, Agawam,
Massachusetts 01001, acting through its Planning Board, hereinafter called the TOWN; witnesseth:
WHEREAS, the DEVELOPER desires to carry out the development of lots I thru 5 inclusive as
shown on a set of definitive plans recorded in the Hampden County Registry of Deeds as indicated below:
"CECELIA EST A TES"
DEFINITIVE SUBDIVISION PLAN
AGAWAM, MASSACHUSETTS
FOR: (Owner) Alice Lane Realty LLC
54 Barney Street
Agawam, Massachusetts
DLBEAN,INC
DATE: 1-30-2009, Rev: 4-09-2009
SCALE 1" ~ 40'
HCRD BOOK PAGE
AND WHEREAS, on April 16,2009, the PLANNING BOARD of the TOWN endorsed plans
entitled:
"CECELIA ESTATES"
DEFINITIVE SUBDIVISION PLAN
AGAWAM, MASSACHUSETTS
DATE: 1-30-2009, Rev: 4-09-2009
SCALE 1" ~ 40'
NOW, THEREFORE, in consideration of the approval of the definitive Plans by said TOWN,
providing for the construction of ways, clearing, grading and installation of municipal services to the above
mentioned lots; the DEVELOPER hereby agrees to perform the required improvements in accordance with the
"Rules and Regulations of the Planning Board as it Refers to Subdivision Control", as amended, and to
construct the following items of work in a manner satisfactory to the TOWN:
CONSTRUCTION STANDARDS AND REQUIRED IMPROVEMENTS: Section V of "Rules and
Regulations of the Planning Board as it Refers to Subdivision Control", amended March 7,1974, is hereby
supplemented by the following descriptions, modifications, additions and deletions, These Construction
Standards and Required Improvements shall prevail over those published in Section V and the Definitive Plans
only where there is a discrepancy, and where the Town Engineer detennines that these Construction Standards
are more stringent.
Wherever the tenn "Massachusetts Standard Specifications" is used it shall refer to "The Commonwealth of
Massachusetts Department of Public Works Standard Specification for Highways and Bridges", 1973 ed"
including the latest Supplemental Specifications, The term "Town Engineer" shall mean the Agawam Town
Engineer, acting directly or through an authorized representative, such representative acting within the scope
of the particular duties entrusted to him,
The DEVELOPER shall notify the TOWN through its Department of Public Works in writing at least
forty-eight (48) hours in advance of the time when he plans to begin work on any of the improvements required
by this Agreement Failure on the part of the DEVELOPER to provide such notification shall be cause for the
TOWN to require the DEVELOPER to excavate and reconstruct the improvements as necessary in order to
insure that the work has been done in a satisfactory manner.
•
A. Street and Roadway: The entire area within the street layout shall be cleared of all stumps, brush,
roots, boulders, debris and all trees not intended for preservation. All loam, clay, peat and other
unsuitable material encountered within the layout shall be excavated and replaced with granular
material conforming to Massachusetts Standard Specifications M 1.0 1.0 to a depth of 4 feet below the
subgrade.
Install subdrains where the seasonal high groundwater elevation is within 4 feet of the proposed
roadway surface. Subdrain sizes and locations shall be subject to the approval of the Town Engineer
and shall be installed wherever necessary in the opinion of the Town Engineer. Subdrains shall
conform to Massachusetts Construction Standards 209.1.1. All rock encountered within the street
layout shall be excavated and replaced with granular material conforming to Massachusetts Standard
Specifications MI.OI.O to such a depth of4 feet below the subgrade.
Before placing any subbase or base materials, the entire subgrade area shall be fine graded and
compacted to not less than 90 percent of maximum dry density as determined by AASTHO Test
Designation T99 Compaction Test Method C. Special Borrow for subbase shall conform to
Massachusetts Standard Specifications M2.0 1.1. Subbase and base courses shall be fine graded and
compacted to not less than 95 percent of maximum dry density in accordance with Section 40 I and
Section 405 of the Massachusetts Standard Specifications. The DEVELOPER shall be responsible for
reimbursing the TOWN for the cost of all soils testing.
The roadway surface shall be Class I Bituminous Concrete Type I-I applied in Two (2) courses in
accordance with Section 460 of the Massachusetts Standard Specifications. The top course shall not
be applied until one (I) winter season has passed since the completion of all underground work within
the subgrade area. Only the roadway designs or altematives shown on the Definitive Plans shall be
constructed.
Bituminous concrete curb conforming to Massachusetts Construction Standard 106.2.0, Type 2 shall
be installed on both sides of the roadway. Granite curbing shall be installed along the arc of the curve
at intersections. Type SA edging shall be used on Places and Lanes, and Type VA vertical curb shall
be used on Sub-Collectors and Collectors, unless otherwise directed by the Town Engineer.
B. Sanitary Sewers: Submit an "Application for Permit for Extension of Sewerage System" to the
Superintendent of Public Works for his recommendation to the Director of the Massachusetts
Division of Water Pollution Control. After receipt of a Sewerage Extension Permit, pay all fees and
deposits, and apply for a connection to the public sewer.
Install asbestos-cement, PVC or approved equal sewer pipe and fittings conforming to Massachusetts
Standard Specifications M5.02.7, of the size, class and at the lines and grades shown on the Definitive
Plans. The minimum design flexure strength of asbestos-cement sewer pipe shall be class 2400 for
sizes 4 and 6 inch diameters and class 3300 for sizes 8 through 12 inch diameter. The minimum PVC
sewer pipe class shall be SDR 35, however, special bedding will be required. Building sewer
connections shall be at least 4 inch diameter laid at 118 inch per foot pitch minimum, and shall be
separated from the water services by at least 10 feet horizontally. Building sewer connections shall
not be made directly into manholes. Long sweep elbows shall be used for all bends II 1/2 degrees or
greater. A cleanout shall be installed no further than 20 feet upstream of any 45 degree or 90 degree
bend. No foundation drains or roof leaders shall be connected to the sanitary sewers.
Bedding shall conform to Subsection 230.61, and backfilling shall meet the requirements of
Subsections 120.60B, 150.60 and 150.64 of the Massachusetts Standard Specifications. A special
bedding of sand borrow conforming to M 1.04.0 Type shall be well compacted around all PVC sewer
pipe a minimum distance of 1 foot. Where the bottom of the trench is, in the opinion of the Town
Engineer, found to be unstable, the DEVELOPER shall excavate the unsuitable material to the width
and depth ordered by the Town Engineer, and shall replace all unsuitable materials, as directed, with a
well compacted foundation consisting of granular material conforming to M 1.02.0 (maximum stone
size of 2 inches) or crushed stone conforming to M2.01.1 of the Massachusetts Standard
Specifications. Where rock is encountered it shall be removed to a depth of I foot below and from all
sides of the pipe or structure.
Precast concrete sewer manholes shall conform to Agawam Construction Standard 202.4.1 and shall
be installed in accordance with Section 201 of the Massachusetts Standard Specifications. Pipe
connections to manholes shall be made with a flexible rubber boot and shall be cast in a 6 inch
concrete collar. Inverts shall be brick conforming to Massachusetts Stand Specifications M4.05.1.
Preformed bituminous joint filler shall conform to M3.05.3 and cement concrete brick for adjusting
frames and covers shall conform to M4.05.0 of the Massachusetts Standard Specifications. Type A
frames and covers shall conform to Massachusetts Construction Standards 202.6.0 and 202.8.0, and
shall have the word "SEWER" imprinted in 3 inch high letters on the cover.
The DEVELOPER shall furnish the labor and equipment, test plugs, gauges and appurtenances
necessary for air testing all sanitary sewer pipes. If leakage of air at 4 psi exceeds 0.15 CFM per
Page 2
• •
square foot in any section of pipe, as detennined by the Town Engineer, the DEVELOPER shall locate
the leaks and repair them at his own expense. In no event shall the total infiltration or exfiltration
including manholes, exceed the equivalent of 100 gallons per 24 hours per inch diameter per mile of
sewer main, in any section of the sewer system, as detennined by the Town Engineer.
C. Drainage: If any stonn drains are to be connected to the TOWN drainage system, the DEVELOPER
shall apply to the Superintendent of Public Works for a pennit to connect to the public stonn drains,
and pay all fees and deposits required.
Install reinforced concrete stonn drain pipe conforming to Massachusetts Standard Specifications
M5.0 1.1, of the size, class and at the lines and grades shown on the Definitive Plans. Stonn drain
connections to foundation drains and roof leaders shall be installed as shown on the Definitive Plans,
and shall be at least 4 inch diameter laid at 1/8 inch per foot minimum pitch. The minimum flexure
strength of 4 and 6 inch diameter asbestos cement pipe shall be class 2000 D. The minimum PVC
pipe class for stonn drain connections shall be SDR 41, however, special bedding will be required.
Bedding shall confonn to Subsection 230.61, and back-filling shall meet the requirements of
Subsections 120.60B, 150.60 and 150.64 of the Massachusetts Standard Specifications. A special
bedding of sand borrow confonning to M1.04.0 Type b shall be well compacted around all PVC drain
pipe a minimum distance of I foot. Where the bottom of the trench is, in the opinion of the Town
Engineer, found to be unstable, the DEVELOPER shall excavate the unsuitable material to the width
and depth ordered by the Town Engineer, and shall replace all unsuitable materials, as directed, with a
well compacted foundation consisting of granular material confonning to M 1.02.0 (maximum stone
size of2 inches) or crushed stone confonning to M2.01.1 of the Massachusetts Standard
Specifications. Where rock is encountered it shall be removed to a depth of I foot below and from all
sides of the pipe or structure.
Stonn drain manholes and Type C (Slope) catch basins shall confonn to Agawam Construction
Standards 202.2.1 and 201.3.1 respectively. Precast concrete catch basin tops shall be as
manufactured by New England Precast Concrete, Agawam, MA; Arrow Concrete Products, Inc.,
Granby, CT; or approved equal. Cement concrete brick for inverts and adjusting frames and covers
shall confonn to Massachusetts Standard Specifications M4.05.0. Manhole frames and covers shall be
Type A confonning to Massachusetts Construction Standards 202.6.0 and 202.8.0 and shall have the
word "DRAIN" imprinted in 3 inch high letters on the cover.
Class A cement concrete masonry and steel reinforcement work shall confonn to Section 90 I of the
Massachusetts Standard Specifications. Headwalls shall be constructed to the designs and dimensions
indicated on the definitive Plans, and as directed to close confonnity with the lines and grades
established by the Town Engineer. Headwalls shall be built in accordance with Massachusetts
Construction Standards 206.4.0 or 206.6.0.
Rip-rap, channel paving and stone for pipe ends shall consist of furnishing and installing unifonnly
placed stonework at the lines and grades shown on the Definitive Plans, in accordance with Section
258 and 983 of the Massachusetts Standard Specifications. Stone shall confonn to M2.02.3 with the
exception that rounded cobbles meeting the weight specifications may be used with the approval of the
Town Engineer.
D. Water: Install 8-inch Class 52 cement lined ductile iron water mains, or larger as shown on the
Definitive Plans. Ductile iron pipe shall confonn to Massachusetts Standard Specifications M5.05.3,
Class 52. Joints shall be bell and spigot elastomeric gasket rings confonning to ANSI Specification
A21.11. Standard laying lengths shall not exceed 20 feet. Ductile iron pipe shall be polyethylene
encased in accordance with ASTM Specification A674.
Hydrants shall be Protectop Type S as manufactured by A.P. Smith Manufacturing Co., East Orange,
NJ; or approved equal. Hydrants shall have a 5-inch main valve seat, a bury length of 5.5 feet
minimum, or as required for each indiVIdual installation, and shall be furnished with two (2) 2 1/2 inch
hose nozzles. One (I) additional 4 1/2 inch steamer nozzle shall be furnished on the hydrant when
deemed necessary by the Town Engineer. A hydrant tee and valve shall open left, counterclockwise.
Gate valves shall be New York Metropolitan Standard meeting the requirements of A WW A
Specification C500, and shall have mechanical joint ends. Valve boxes shall be 4 1/2 inch diameter
and the cover shall include the word "WATER" cast in the top.
Corporations shall be New England Standard and shall be Mueller H-15002, Ford F-600NE, or
approved equal. Curb stops shall be New England Standard and shall be Mueller H-15212, Ford
Z22-333 SW, or approved equal. Type K copper tubing for water services shall be a minimum of 3/4
inch diameter.
Where rock is encountered it shall be removed to a depth of I foot below the bottom of the pipe. Only
granular material approved by the Town Engineer shall be used as backfill in any trench excavation.
Page 3
• •
E, Sidewalks and Treebelts: The DEVELOPER shall construct sidewalks on both sides of the roadway
of such width as is shown on the Definitive Plans, The gravel subbase and base courses shall consist
of a 6 inch gravel subbase and 2 inch processed gravel base conforming to Massachusetts Standard
Specifications M I ,03,0 Type b, and M I ,03.1 respectively, and said courses shall be wider by 3 inches
on both sides than the bituminous surface. The bituminous concrete sidewalk surface shall be 2 inches
thick laid in two (2) courses I inch each, and shall conform to the applicable requirements of Section
70 I of the Massachusetts Standard specifications,
Treebelts shall be constructed on both sides of the roadway to the width indicated on the Definitive
Plans, Loam meeting the requirements of Massachusetts Standard Specifications M1.05.0 shall be
placed to a minimum compacted depth of6 inches. The DEVELOPER shall submit samples of the
loam to the Town Engineer for analysis and detennination of the amount of lime and fertilizer
required. The work shall conform to Section 760 of the Massachusetts Standard Specifications, and
the grass seed shall meet the requirements ofM6,03.0. A copy of the seed certificate shall be
submitted to the Town Engineer. The treebelts shall be watered, reworked, and reseeded as necessary
to develop a satisfactory stand of grass.
F. Utilities: Street lights shall be installed by the DEVELOPER at his expense and he shall be
responsible for the cost of lighting until the street is accepted by the TOWN. Street lights shall be the
type adopted by the Utility Committee of the Town Council. All underground utilities and service
connections shall be installed prior to the construction of the roadway surface.
G. Inspection: The DEVELOPER shall notify the Department of Public Works of the TOWN at least
forty-eight (48) hours in advance of the time when he plans to begin or resume work on any of the
improvements required by this Agreement. The TOWN will charge the DEVELOPER at the hourly
rate established by the Department of Public Works for inspecting the work, No work will be
accepted by the TOWN which has not been inspected on a daily basis during its progress, The
presence of an inspector shall in no way relieves the DEVELOPER from full responsibility for
completing the required work and providing the workmanship and materials specified,
H. Shade Trees: On each lot two (2) shade trees shall be planted within twenty (20) feet from the street
line and located so as not to conflict with underground utilities and sight distances. At the discretion
of the Tree Warden, the shade trees may be planted on the treebelt within the street layout. Trees
shall be 2 112 inches minimum in diameter, balled, bUriaped, native and hardy species as approved by
the Planning Board, and shall be planted subject to the direction of the Tree Warden. The
DEVELOPER shall guarantee for one (I) full year that the trees remain alive and healthy.
I. Clearing and Grading: Clear and grade the site as shown on the Definitive Plans, All areas not to be
paved which are disturbed by the DEVELOPER shall be limed, fertilized, seeded, mulched, watered,
reworked and reseeded as necessary until a satisfactory stand of grass takes hold to prevent erosion.
Any work performed on the banks of streams, drainage ditches or swales shall receive priority.
Mulching and seeding for erosion control shall conform to Section 767 of the Massachusett.> Standard
Specifications, Seed for erosion control shall meet the requirements of M6.03.1.
Where indicated on the Definitive Plans or deemed necessary by the Town Engineer to prevent
erosion, haybales shall be placed, Hay bales shall meet the requirements of M6.04, I and shall weigh
at least 50 pounds each. Hay hales shall be placed in uniform rows and secured to at least two (2) 2"
x 2" x 36" stakes driven into the ground to prevent overturning, floatation, or displacement. Any
deposited sediment that collects at the hay bale structures shall be removed periodically as directed by
the Town Engineer.
Lightweight paper netting shall be applied on slopes steeper than 3: I and on seeded areas shown on
the Definitive Plans or as directed by the Town Engineer, The netting shall be secured to the ground
with 111 xl" x 12" stakes spaced no more than 6 feet apart to prevent it from blowing or washing
away. The netting shall be removed when and as directed by the Town Engineer.
J. Loam or Topsoil: No loam ortopsoil shall be removed from the subdivision until all work is
completed, and then only with a special permit from the Board of Appeals as required by Section
20-8(g) of the Town Code.
K. Excavations: All excavations within the street layout, and to dwellings shall be barricaded, protected,
lighted at proper times, and promptly backfilled as required hy the Superintendent of Public Works
and the Chief of Police, Any person not directly employed or under contract with the DEVELOPER,
who wishes to excavate within the street layout must first obtain a pennit from the Superintendent of
Public Works as required by Section 16-4(a) of the Town Code. Right of entry or an appropriate
utility easement must be given before a permit will be issued.
L Permits: Each lot line must be clearly marked, and the lot identified by lot and street number, before
the Building Inspector will make any inspections. Any sign required to be erected under an Order of
Conditions issued by the Conservation Commission shall be maintained in good condition until a
Certificate of Compliance is obtained by the DEVELOPER.
Page 4
• •
M. Protection of Natural Features: All natural features to be preserved shall be suitably protected by the
DEVELOPER during construction. The DEVELOPER shall notify the Tree Warden at least one (I)
week prior to clearing of the site. No evergreen tree, shrub or tree over 8 inches in diameter outside
the street layout and building site shall be removed without the consent of the Tree Warden.
N. Cleaning Up: Before final inspection, the total area shall be cleared of debris, both natural and
materials generated by construction. The particular attention of the DEVELOPER is directed to the
requirement that on the day of the final inspection all paved areas must be swept and the drainage
structures cleaned.
O. Monuments: All monuments shown on the Definitive Plans shall be set, and their installation shall be
certified by a registered land surveyor as of the date of final inspection. Monuments marking the
street layout shall be granite or precast concrete bounds conforming to Massachusetts Specifications
M4.04.8 or M4.06.1, set flush with finish grade. Iron pipe I 112 inch diameter, schedule 40
galvanized, 3 feet long, may be used at lot comers, except where a granite or precast concrete bound
is required for marking the street lines.
P. Street Acceptance: The DEVELOPER shall submit to the Town Engineer for review the final street
layout plans and legal description suitable for recording in the Hampden County Registry of Deeds.
The plans and description shall both meet the standards of the Street Acceptance Committee and the
Department of Public Works, and shall be revised if required by the Street Acceptance Committee
after an on-site public hearing. After completion of all of the improvements required by this
Agreement, the DEVELOPER shall submit to the Town Council a Petition for Street Acceptance; and
an Affidavit, releasing the TOWN from all damages which the DEVELOPER and his successors or
assigns may incur by reason of acceptance of the street by the TOWN; together with the Street
Acceptance Plans referred to above.
Q. Vacant Lot Bond/Covenant: Prior to final release of bond, all vacant lots shall have either an executed
Covenant recorded at the Hampden County Registry of Deeds or a building lot bond is to be held to
cover said vacant lots. The amount of building lot bond shall be set by the Planning Board.
Page 5
•
PERFORMANCE GUARANTEE: The DEVELOPER shall furnish to the Town a Performance Guarantee in
the amount of $218,000 in the form of a proper bond; deposit of money, or negotiable securities; or irrevocable
credit secured by the first mortgage to guarantee to the TOWN the faithful performance by the DEVELOPER
within two (2) years after the date of this Agreement, or any extension thereof, of all work required herein. The
DEVELOPER shall also repair, to the satisfaction of the TOWN, any damage to or failure of any completed
work which may occur during the term of this Agreement. Any surety accepted by the TOWN under this
Agreement must satisfactorily protect the TOWN'S interest, and said determination shall be made by the Town
Treasurer. It is expressly understood and agreed by the parties that any and all security required under the
Performance Guarantee will be applied as damages for the benefit of the TOWN for failure of the
DEVELOPER to satisfactorily complete its obligation hereunder; and its is further understood and agreed by
the parties that the TOWN specifically reserves its right to seek any additional damages incurred by the TOWN
and not fully protected by the security under the Performance Guarantee.
If the DEVELOPER fails to perform the work within the time specified and in accordance with the terms of
this Agreement or, in the event that the DEVELOPER shall not satisfy all claims and demands incurred in
connection with said improvements and work as herein specified, the DEVELOPER shall pay to the TOWN
an amount of money which will equal the measure of damages sustained by the TOWN as a result of the
failure to perform the work. The measure of damages shall be established by determining the lowest
reasonable cost to complete the work unfinished plus reasonable administrative expenses, attorney's fees and
legal costs incurred by the TOWN in case of breach of this Agreement by the DEVELOPER. The TOWN
need not expend any funds to establish the said measure of damages, said measure of damages to be
established by reasonable estimate to complete the said work plus the said administrative expenses, attorney's
fees and legal costs herein mentioned.
The DEVELOPER further warrants that all work done under this Agreement will be performed and completed
in a workmanlike manner, and that the said work will be fit for the use intended.
Page 6
• •
NOTIFICATION OF COMPLETION: Upon completion of all work required herein, the D~VELOPER shall
notify the TOWN, by registered mail sent to both the Town Clerk and the Planning Board, that the work is
ready for final inspection with respect to the release of the Performance Guarantee. Release of the
Performance Guarantee is contingent upon all work being completed in accordance with the Construction
Standards and Required Improvements included herein.
IN WITNESS WHEREOF, this instjUment is execut din ur 4) counter ~e, each one of which shall be
deemed an original this the I 7th day of , 20!!...L.
ATTEST: DEVELOPER
12ff£~
(witness to developer)
ALICE LANE REALTY LLC
By s;-t /" (( C' .~
Stephen k. Cincotta, Manager
By S1:::;;f /( CI ~~-
Stephen R. Cincotta, an individual
TOWN
TOWN OF AGAWAM, MASSACHUSETTS
/ ,
DATE: ( s:, d;h~ 12 dO(jc; f r
Page 7
•
RELEASE OF COVENANT
This is to certify that the Agawam Planning Board has released Lots 1 thru 5 as
shown on a Definitive Plan entitled "Cecelia Estates", plans drawn by D.L. Bean, Inc.
and dated 1-30-2009, Revised 4-09-09. Said plans being recorded in the Hampden
County Registry ot-Deeds, said lots being subject to the provisions of a Covenant
dated May 21,2009, given by Alice Lane Realty, LLC to the Town of Agawam, said·
covenant being recorded in the Hampden County Registry of Deeds, Book
Page
Hampden cc
AGAWAM PLANNING-OARD
~vis P. Ward
Paleologopoulos
Commonwealth of Massachusetts
DATED: Septeniber 17, 2009
Then oersonallyaopeared the above named, Travis P. Ward, Violet Baldwin,
Mark Paleologopoulos members of the Agawam Planning Board and
acknowledge the foregoing to be their free act and deed before me.
Notary Public _
My Commission expires:JtI;tJL '7,/D(O
"
cc: Town Clerk
Building Inspector
File
/
-Vl"'(/ 1j0 :8 Wd I Z d3S 60
.'
BOND NUMBER: 0137772
SUBDIVISION PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS, that STEPHEN R CINCOTIA. WITH OFFICES AT 54 BARNEY
STREET, AGAWAM, MA 01001 as Principal, and BERKLEY REGIONAL INSURANCE COMPANY, a corporation duly
organized in the state of Delaware with offices at PO BOX 481, 485 MAIN STREET, LEWISTON, ME 04243, lawfully
registered to do business in the Commonwealth of Massachusetts, as Surety, are held and firmly bound unto TOWN OF
AGAWAM, a Massachusetts mun'lcipality with offices at 1000 SUFFIELD STREET, AGAWAM, MA 01001, as Obligee, in the
penal sum of TWO HUNDRED EIGHTEEN THOUSAND AND 00/100 DOLLARS ($218,000.00) for the payment of which well
and truly to be made, the said Principal and Surety bind ourselves, our heirs, administrators, executors, successors and
assigns, jointly and seyerally, firmly by these presents.
WHEREAS, the Principal has obtained approval from the Agawam Planning Board of a definitive subdivision plan
captioned CECELIA ESTATES, ALICE LANE, DAVID MILL, AGAWAM, MA surveyed for STEPHEN R CINCOTIA dated _
_____ ~-::-c~__:_c,_which plan is recorded in the _'--,----::--:--__ :--___ -,----:--____ _
_____ and Principal is obliged under the terms of a certain Performance Agreement and Covenent between the
Principal and Obligee; and
NOW, THEREFORE, if the Principal well and truly complies with all obligations and conditions set forth in the
approvals by the Agawam Planning Board approving the definitive subdivision plan concerning the design, construction,
installation, maintenance and use of all rights of way, storm, water drainage systems and structures, and all required utilities by
completing said subdivision in accordance with the approved definitive subdivision plan, the Performance Agreement and the
rules and regulations of the Agawam Planning Board then this obligation is void, otherwise to remain in full force and effect
unless or until released by the Agawam Planning Board pursuant to Section 81 U of Chapter 41 of the General Laws of the
Commonwealth of Massachusetts. .
IN NO EVENT SHALL THE SURETY BE LIABLE for a greater sum than the penalty hereof. No right of action shall
accrue hereunder to or for the use or benefit of anyone other than the Obligee. The Principal shall be made a party of any suit
or action for recovery hereunder, and no adjustment shall be rendered against the Surety in excess of the penalty of this
instrument.
IN WITNESS WHEREOF, the said Principal and Surety have by their duly authorized representatives signed and
sealed this instrument this 27th day of AUGUST, 2009.
--,
STEPHENR CINCOTIA
PRINCIPAL
BERKLEY REGIONAL INSURANCE COMPANY
SURETY
.I
-
-
0
.
=
-
• • POWER OF ATTORNEY
BERKLEY REGIONAL INSURANCE COMPANY
WILMINGTON, DELAWARE
No, 322c
NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully,
KNOW ALL MEN BY THESE PRESENTS, that BERKLEY REGIONAL INSURANCE COMPANY (the "Company"), a
corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Greenwich,
Connecticut, has made, constituted and appointed, and does by these presents make, constitute and appoint:
Nalley L. Castollguay, Rohert E. SIlaw, Jr. or Heidi Rodzell of Skillillgs -Shaw & Associates, Ille. of Lewistoll, Maille
its true and lawful Attorney-in-Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and
deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation
shall exceed Thirty Million and 00/100 Dollars ($30,000,000.00), to the same extent as if such bonds had been duly executed and
acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons.
This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware,
-without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following
resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on August 21,2000:
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"RESOLVED, that the proper officers of the Company are hereby authorized to execute powers of attorney authorizing and
qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations on
behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and
further
RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or
other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner
and to ihe extent therein stated; and further
RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named: and
further
RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power
of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other
suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as though
manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or
persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be
such at the time when such instruments shall be issued,"
IN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its
corporate seal hereunto affixed this J t. day of () (' k~....--: 2007.
(Seal)
Attest: ~
By· ~,,/ ::rkle
y
Regi vJ.7 4 pany
Ira S. Lederman Robert P. Cole
Senior Vice President & Secretary Senior Vice President
:J WARNING,: TillS POWER Il'IVALID IF NOT PRINTED ON BLUE "BERt<;LEY" SECURITY PAPER.
STATE OF CONNECTICUT)
) ss:
COUNTY OF FAIRFIELD )
Sworn to before mc. a Notary Public in the State of Connecticut, this }Z-day of (!) cUl-u./'V. 2007, by Robert P. Cole and Ira S. Lederman
who are sworn to me to be the Senior Vice President. and the Senior Vice President and Secretary. respectively. of Berkley Regional Insurance
Compony. £;, " ., KI Lt.E:E '
(\of-',·t",>.' .
"." .... ';'3i,If
.. ' .'(/',R:~, ,IIJNF ). Notary Public, State of Connecticut
CERTIFICATE
'I. the undersigned. Assistant Secretary of BERKLEY REGIONAL INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a
"true, correct and complete copy of the original Pmver of Attorney; that said Power of Attorney has not been revoked or rescinded 'and that the
authority of the Attorney-in-Fact set forth therein, who executed the bond or undertaking to which this Power of Attorney is attached, is in full
force and effect asofthis date. 27TH AUGUST 2009
Given under my hand and seal of the Company, this __ day of = __
jE::...-7:/--;:? (Seal) c.-:.r ~ JohnF.~
•
Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
, '
'Tel~ 413-786-0400 Fax 413-786-9927
MEMO
TO: Attorney ,Christopher C, Johnson
Town Solicitor' '
FROM:' Planning Board"'"j7.).D
SUBJECT: Subdivision Bond -Cecelia Estates -Alice Lane Realty
DATE: , August 28, 2009 , '
Please review and comment on the attached Subdivision performance Bond for Cecelia Estates
, prior to the Board's September '17'h meeting. (OriginaJs'are in Planning Department.)
Thank you. '
DSD:prk
• • BOND NUMBER: 0137772
SUBDIVISION PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS, that STEPHEN R. CINCOTTA, WITH OFFICES AT 54 BARNEY
STREET, AGAWAM, MA 01001 as Principal, and BERKLEY REGIONAL INSURANCE COMPANY, a corporation duly
organized in the state of Delaware with offices at PO BOX 481, 485 MAIN STREET, LEWISTON, ME 04243, lawfully
registered to do business in the Commonwealth of Massachusetts, as Surety, are held and firmly bound unto TOWN OF
AGAWAM, a Massachusetts municipality with offices at 1000 SUFFIELD STREET, AGAWAM, MA 01001, as Obligee, in the
penal sum of TWO HUNDRED EIGHTEEN THOUSAND AND 00/100 DOLLARS ($218,000.00) for the payment of which well
and truly to be made, the said Principal and Surety bind ourselves, our heirs, administrators, executors, successors and
assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has obtained approval from the Agawam Planning Board of a definitive subdivision plan
captioned CECELIA ESTATES, ALICE LANE, DAVID MILL, AGAWAM, MA surveyed for STEPHEN R. CINCOTTA dated _
_____ --:--:::-c---:---:-:-which plan is recorded in the _--:--:-~:--__ :--___ --:-::--__ --:-__
_____ and Principal is obliged under the terms of a certain Performance Agreement and Covenent between the
Principal and Obligee; and
NOW, THEREFORE, if the Principal well and truly complies with all obligations and conditions set forth in the
approvals by the Agawam Planning Board approving the definitive subdivision plan concerning the design, construction,
installation, maintenance and use of all rights of way, storm, water drainage systems and structures, and all required utilities by
completing said subdivision in accordance with the approved definitive subdivision plan, the Performance Agreement and the
rules and regulations of the Agawam Planning Board then this obligation is void, otherwise to remain in full force and effect
unless or until released by the Agawam Planning Board pursuant to Section 81 U of Chapter 41 of the General Laws of the
Commonwealth of Massachusetts.
IN NO EVENT SHALL THE SURETY BE LIABLE for a greater sum than the penalty hereof. No right of action shall
accrue hereunder to or for the use or benefit of anyone other than the Obligee. The Principal shall be made a party of any suit
or action for recovery hereunder, and no adjustment shall be rendered against the Surety in excess of the penalty of this
instrument.
IN WITNESS WHEREOF, the said Principal and Surety have by their duly authorized representatives signed and
sealed this instrumentthis 27th day of AUGUST, 2009.
STEPHEN R. CINCOTTA
PRINCIPAL
BY 8L:;-1!? C!-Id:
BERKLEY REGIONAL INSURANCE COMPANY
SURETY
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POWER OF ATTORNEY •
B.EY REGIONAL INSURANCE COMPA
WILMINGTON, DELAWARE
,'<a. 322c
NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully.
KNOW ALL MEN BY THESE PRESENTS, that BERKLEY REGIONAL INSURANCE COMPANY (the "Company"), a
corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Greenwich,
Connecticut, has made, constituted and appointed, and does by these presents make, constitute and appoint:
Nallcy L. Cas/ollguay, Robert E. SIlaw, Jr. or Heidi Rodzell of Skillillgs -Silaw & Associates, fllc. of Lewis/oil, Maille
its true and lawful Attorney-in-Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and
deliver any and all bonds and undenakings, with the exception ofFinancial Guaranty Insurance, providing that no single obligation
shall exceed Thirty Million and 00/100 Dollars ($30,000,000.00), to the same extent as ifsuch bonds had been duly executed and
acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons.
This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware,
without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following
resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on August 21, 2000:
"RESOLVED, that the proper officers of the Company are hereby authorized to execute powers of attorney authorizing and
qualifying the attorney-in-fact named therein to execute bonds, undenakings, recognizances, or other suretyship obligations on
behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and
funher .
RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, .undenakings, recognizances, or
other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner
and to the extent therein stated; and funher
RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and
funher
RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power
of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other
suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as though
manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or
persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be
such at the time when such instruments shall be issued."
-c IN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its
: corporate seal hereunto affixed this) z"day of () ('~ 2007.
, "
Attest: ~
By d71/' . ::rkley Regi vI? z;pany
i c_ (Seal)
J r -!
Ira S. Lederman Robert P. Cole
Senior Vice President & Secretary Senior Vice President
~ WARNING: TillS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECURITY PAPER.
-c
STATE OF CONNECTICUT)
) ss:
COUNTY OF FAIRFIELD )
Sworn to before me, a Notary Public in the State of Connecticut, this )Z day of (!) e:fp-l.LU'V, 2007, by Robert P. Cole and Ira S. Lederman
who ;Ire sworn to me to be the Senior Vice President, and the Senior Vice Presid~nt and Secretary. respectively, of Berkley Regional Insurance
Compon)'. <;:!I ., Kll.LEE'
i .. , . P''';3I",/C
L.:\:>IP::S JijNE J.'. ,.;, . Notary Public, State of Connecticut
. CERTIFICATE
.' L the undersigned, Assistant Secretary of BERKLEY REGIONAL rNSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a
_ true, correct and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked or rescinded and that the
authority of the Attorney.in-Fact sci forth therein, who executed the bond or undertaking to which this PO\vcr of Attorney is attached, is in full
force and effect as of this date. 27TH
Given under my hand and seal of the Company, this __ day of AUGUST 2009= __
John F;1fr?/ ZL. (Seal)
• •
Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
. Tel. 413-786-0400 Fax 413.-786-9927
MEMO
TO: Attorney .Christopher C. Johnson
Town Solicitor .
FROM: Planning Board-y;.J)
SUBJECT: Subdivision Bond -Cecelia Estates -Alice Lane Realty
DATE: . August 28, 2009 ..
Please review and comment on the attached Subdivision performance Bond for Cecelia Estates
prior to the Board's Septemberl7th meeting. (Originakare in Planning Department.)
Thank you.
DSD:prk
II
• Ah,-C .. :€ .. /,...tJ • r<-eQI-ht •
Planning Board
.TO: Town Treasurer Date 8':'7-09
Subject: Performance Bond File No.8594
At an officially called and posted meeting held on 8-6-09 the Planning ----~~
Board voted 4-0 in favor of setting $218,000 ----as the amount re'qulred
to be, filed with the Town Treasurer to cover performance for
o
a perloE:
fi5 two years by developer otherwise known as ---~--------
, Alice' Lane Real ty LLC
for project known as ___ C_e_c_e_l_i_a_E_s_t_a_t_e_s _________________ This 1s
lots # __ 1_-_5_, _____________ •
The Board reserv~s .. ~,.:_rie; t to revie~1 the bond amount at the time t~
applicant des i r...f1.S / 3..0 securi tfJl· ;:{/ L / l-' ~ ./' \-t'~--I%L~~{ ,
) , Plannlng Board Chairman v I
1-59-7/74-200
-- -- -- - -- -- - - --- --- -- - -- ------- - -
08/08/2009 15:00 FAX 4138210831
To:
CC:
FroDl:
Date:
Subject:
•
Planning Board
• TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 • Fax (413) 8210631
Anthony M, Sylvia • Superintendent
MEMORANDUM
Antony M. Sylvia, P.E. -DPW Supt.; File
Engineering
August 6, 2009
Bond Setting -Cecelia Estates -Alice Lane -David Mill
~ 002/004
Per your request, we have calculated the bond amount for the remaining work to be completed at Cecelia
Estates to be 5218,000,00 (two hundred eigbteen thousand dollars).
The following lists represents our standard provision of holding the 25% of the completed work during the first
winter season.
ITEM # ITEM DESCRIPTION
101 CLEAR & GRUB Drainage easements and tree belt
120 EARTH EXC Row. drainage easemenlS. drain line and D-pond
142 TRENCH EXCAVATION , For all sewer and water lines
151 GRAVEL BORROW Road
153 EXC. CONTROLLED DENSITY FILL Trench work on School Street
156 CRUSHED STONE FOR S.S. &< HYD. Sewer and hydrant
170.1 FINE GRD AND COMPACT -FINISH Street and sidewalk
170.2 GRD & COMPACT SUB" ROAD BOX For street and sidewalk
201 CATCH BASIN W/4Ff SUMP
250.04 4'PVCSANITARYSEWERPWE For all excavation and pipe
250.08 8' PVC SAN SilWER For pipe Trench excavation
302.08 8" DI WATER MAIN For all excavation and pipe
309 FITTINGS Watac
357.08 S" GATE & BOX
402 DENSE GRADED CRUSHED STONE For street (25%) and sidewalk (100%)
460.1 BIT CONC. (DENSE BINDER)
698.3 FILTER FABRIC
999.9 EXCA v A TION & CUT IN (3) GV
The following lists represents our standard provision of holding 100% of work that has not been completed.
ITEM # . ITEM DESCRIPTION
129.1 COLD PLANING SPOT LOCATIONS School Stree,
170.3 GRD & FINISH OTHER -NON ROAD Sid.walk and treI: belt
202.01 DRAIN MANHOLE D-Pond and School Street
220 DRAINAGE STRUCTURE ADJUST School Street
222.2 FRAME & COVER -5MB
226 CLEANING DRAINAGE STRUCTURE All CB',
08/06/2009 15:00 FAX 4138210631 ~ 003/004 • •
347,075 314· HS SERV -TYPE K COPPER Water lateral servicc 10 Lbe house
380,1 ANTISEEP COLLAR
460 BIT CONC, (TOP COURSE)
464 TACK COAT To be use before top course i. iDstallod
570,2 BIT CURB All including cul-de-sac
644,148 FENCE @ DETENTION POND
650,048 S' FENCE -GATE
697 SILT FENCE For reDairs
701 CONCRETE SIDEWALK All
701.1 CONCRETE SIDEWALK@ DRIVE All
751 LOAM BORROW Tree-bell, easemelll and 'h D-PoDd
752 TOPSOIL REHANDLE Tree-belt easement and 'h D-Pond
765 SEEDING Tree bell, island, easc:tnmlts, 'h D-l)Ond and yards 5 feel
776.543 RED MAPLE Two for each house
866.06 6' REPLEC WHITE UNE (THERMO) SWD line at encrance
874 STREET NAME &. STOP SIGNS
901,3 RIP RAP At D-Pond
999.1 STREET CLEAN One before top course and again at end of project
999.9 EXC, &. CUT IN (3) GV
STREET UGHTS Developer shall be reS[lOllSible for the cost of lifhriD2
ENGINEERING &: CONTINGENCY -10 "
710.3 VERTICAL CONTROL
710.4 ROADWAY BOUNDS
710.5 PINS
710.6 STREET ACCEPTANCE PLANS
963.1 MOBILIZATION
999.4 ADMINISTRATIVE &. LEGAL COST
If you have any questions please do not hesitate to contact this division,
Sincerely,
a~'f?~-
Vladimir Caceres
Civil Engineer I Town Engineer
08/06/2009 15:00 FAX 4138210631 • • ,. . r .' . ~~~
".11 !
TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
. Tel (413) 821 0600 • Fax (413) 821 0631
Antbony M. Sylvia, P.E. • Superintendent
To:
CC:
From:
Date:
Subject:
MEMORANDUM
Planning Board
Anthony M. Sylvia, P.E. -DPW Supt.; File
Engineering
AUgust 6, 2009
Bond Setting -Cecelia Estates -Alice Lane -David Mill
III 004/004
Per your request, we have calculated the bond amount for the remaining work to be completed at Cecelia
Estates to be 5218,000.00 (two bundred eighteen thousand doUan).
If you have my questions please do not hesitate to contact this division.
Sincerely,
1/4kr~.,
Vladimir Caceres
Civil Engineer I
~:\:;lIt1di'Y\ceCI.:1iil csl:nes\b\ll1rj :"cninp'I'lond • menlO 2,doc
Town Engineer
• •
MEMO
TO: Engineering Department
FROM: Conservation Commission -v"q
SUBJECT: Bond Setting -Cecelia Estates
DATE: July 23,2009
Mr. Cincotta has requested a bond amount for the Cecelia Estates subdivision. Please prepare
your recommendation prior to the Board's August 6th meeting.
Thank you.
DSD:prk
• '-
July 23, 2009
Agawam Planning Board
36 Main Street
, Agawam, MA 01001
Dear Board Members:
•
I hereby request a bond amount for the Cecelia Estates subdivision off of School Street.
Sincerely,
Stephen Cincotta
Alice Lane Realty
RECEIVED
JUL 2 3 2009
PLANNING BOARD
INC. LANotONSULTANTS
Forty School Street
Westfield, Mass. 01085
Alice Lane Realty, LLC
54 Barney Street
Agawam, MA 01001
RE: "Cecelia Estates"
Dear Steve;
• (
413-562-7566
Fax # 413-562-2091
June 16, 2009
SURVEYORS
ENGINEERS
I have recorded the plans for the above project today. The plans are recorded in
Book of Plans 355 Pages 2 thru 8.
The municipal lien certificate is recorded in Book 17837 Page 521, the Storm
Drain Easement is recorded in Book 17837 Pages 538 thru 540 and the covenant in Book
17837 Pages 541 and 542.
If you have any questions, please feel free to contact me at your convenience.
Sincerely,
DL .... /JiJo
. Shute, Senior Vice President
cc: Agawam Planning Board
MES/ssc
• •
EASEMENT
KNOW ALL PERSONS BY THESE PRESENTS, That, Alice Lane
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Massachusetts limited liability company with its principal place of business at 54 Barney Street,
Agawam, Hampden County, Massachusetts, for consideration paid of one ($1.00) dollar, hereby
grants to the Town of Agawam, a Massachusetts municipal corporation, having an address of 36
Main Street, Agawam, Hampden County, Massachusetts (the "Grantee"), with Quitclaim
Covenants, the following perpetual rights and easements:
I. Stormwater Drain Easements: An easement over the ·parcels of land labeled "20' Wide
Storm Dnlin Easemcnt" and "Storm Drain Easement" on Lot I and Lot 2 as shown on a plan
(Sheet No. I) entitled "Definitive Subdivision Plan, Agawam, Massachusetts for Alice Lane Realty,
LLC, 54 Barney Street, Agawam, Massachusetts" d'lted January 30, 2009 revised April 30,2009,
which plan is recorded in the Hampden County RegistIy of Deeds in Book of Plans . , Page
___ , to which plan reference is made for a more particular description, to locate, rcJocate, erect,
construct, reconstruct, install, lay, dig up, operate, maintain, patrol, inspect, repair, replace, alter,
change the location of, extend or remove one or more pipes for the drainage of surface water and all
necessary and proper conduits, conductors, pipes, foundations, fittings, and fixtures and other
apparatus, equipment and fixtures deemed necessary for the purposes specified above, as the Grantee
may from time to time desire along, upon, under and across said land, to cut and trim trees, brush,
overhanging branches and other obstructions to the extent that the Grantee deems necessary to clear
and keep clear and operate safely the said pipes; a.ld the right to install in said land temporary line
or lines wherever iri the judgment of the Grantee it is required for the emergency maintenance of
service, provided that in each instance the making of repairs or improvements shall be completed
and the temporary line or lines removed as soon as practical; and the right to enter said land for
access thereto for all the above purposes.
2. The Grantor and any and all subsequent owners of Lot I and Lot 2 as shown on the above
described plan shall perform. the following required maintenance to the "Stormwater Drain
Easements" described above. This maintenance obligation contained herein shall be covenants
running with the land and shall be binding upon and inure to the benefit of the parties hereto and
those claiming title to or interest in Lot I and Lot 2 as shown on the above referenced plan. The
maintenance obligation shall include the following:
a. The use of organic fertilizers and pesticides will be encouraged for lawn and
landscaping maintenance.
• •
. b. If the lot owner is derelict in their maintenance responsibilities identified herein or
as required by the Town of Agawam, or other agent may clean or repair the
Stormwater Drain Easements and bill the homeowners individually.
c. The Town of Agawam pursuant to the Stormwater Drain Easements referenced above
shall have the right of entrance for the purposes of inspecting the Stormwater
Maintenance System for design functionability.
d. At least twice per year, the storinwater drainage manholes and structures will be
inspected for oil and grease and sediment deposition. If the sediment depth exceeds
the manufacturer's maintenance guidelines listed below, the structure will be cleaned.
If oil is observed in the oil inspection port, it will be removed. Each stormwater
drainage manhole and structure will be cleaned once per year at minimum.
e. The detention basin will be inspected twice per year. The inspection should be
accomplished when the basin is dry and immediately after a significant rain event to
determine if the basin is operating as intended. At least twice per year, the basin side
slopes and embankments should be mowed and any trash or debris removed: Any
sediment that hinders the basins' functionality should be removed. Inspection should
include review of the embankments, emergency spillway, rip-rap outlet and
downstream for any sign or erosion or damage. Repairs should be made immediately
based upon the inspection report. The fencing surrounding the basin shall be
maintained.
FOR GRANTOR'S TITLE see deed recorded in the Hampden County Registry of Deeds in
Book 17561, Page 297.
IN WITNESS WHEREOF, the said Alice Lane Realty, LLC has caused these presents to be
signed, acknowledged and delivered its name and behalf by Stephen R. Cincotta, its Manager, hereto
duly authorized, this __ day of May, 2009.
Alice Lane Realty, LLC
By,-----=:~3Z':;--;:.J.:=:: ..:..~. c.-=-j---"g~C.::=·=r -~' 7L..!· ~,-L_
Stephen R. Cincotta, Manager
• •
Commonwealth of Massachusetts
Hampden, ss. May~,2009
..l-
On this d (.) , day of May, 2009, before me, the undersigned notary public, personally
appeared Stephen R. Cincotta, proved to me through satisfactory evidence of identification, which
was pc? ~ ~:nv'l--\ /,C'''' ",Je,-\ \)R , to be the person whose name is signed on the
preceding document, and acknowledged to me that he signed it voluntarily for its stated purpose.
ACCEPTED BY THE TOWN OF AGAWAM,
BY ITS PLANNING BOARD
'--. /-.'r. /2Y
By 'l'ravis P. Ward. Chairman
'(Ziti I? fAA
, Notary Public
My Commission Expires:
PAMELA R. EDMUNDS, Notary Public
Commonwealth of Massachusetts
My Commission Expires June 4, 2010
Commonwealth of Massachusetts
Hampden, ss. May ,). ( ,2009 r-
On this ~ day of May:-2009, before me, the undersigned notary public, personally
appeared \" IA.vC '::> p, WWIQ ,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 signed it
voluntarily for its stated purpose.
:/ , Notary Public
My Commission EXPir¥ /7 2 ~ / /
• •
COVENANT
The undersigned, Alice Lane Realty LLC, Stephen R. Cincotta, its Manager; and Stephen R.
Cincotta, an individual, hereinafter called the "Covenantor", having submitted to the Planning
Board of the Town of Agawam a definitive plan of a subdivision entitled "Cecelia Estates" and
particularly lots I thru 5, does hereby covenant and al,'fee with said Planning Board and the
successors in office of said Board, pursuant to General Laws (Terr. Ed.) C. 41, Section 81 U, as
amended that:
I. The Covenantor is the owner of record of the premises shown on said plan.
2. This Covenant shall run with the land and be binding upon the executors, administrators,
heirs and assigns of the Covenantor, and their successors in title to the premises on said
plan.
3. The construction of ways and the installation of municipal services shall be provided to
serve any lots in accordance with the applicable rules and regulations of said board before
such lot may be built upon or conveyed, other than by mortgage deed, provided that a
mortgagee who acquires title to the mortgaged premises by foreclosure, or otherwise, and
any such lot subject only to the portion of this Covenant which provides that no lot so
sold shall be built upon until such ways and services have been provided to serve such
lot; provided however, that prior to release of a lot or lots to be built upon or conveyed,
the Board may require a deposit of money sufficient in the opinion of the Board to secure
final completion of ways and services required for the lots in the subdivision, as shown
on said definitive plans.
4. Nothing herein shall be deemed to prohibit a conveyance subject to this covenant by a
single deed of the entire parcel ofland shown on the subdivision plan of all lots not
previously released by the Planning Board, without first providing such ways and
5.
6.
services.
This Covenant shall take effect upon approval of said plans.
Reference to this covenant shall be entered upon said plans and this Covenant shall be
recorded when said plan is recorded. ~
EXECUTED AS A SEALED INSTRUMENT THIS May 21, 2009
Date
ALICE LANE REALTY LLC
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By ,SJ;;;;;-( «Z C(~
Stephen R. Cincotta, Manager
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By S(~/1 ( f2 c..~j:'
Stephen R. Cincotta, an individual ""
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• •
COMMONWEALTH OF MASSACHUSETTS Hampden, ss
On this 21s t day of May , 2~, before me, the undersigned notary public,
personally appeared Stephen R _ C inca t ta , proved to me
through satisfactory evidence of identification, which was __ MA Driver License(s);
~ersonal knowledge; __ other: , to be the person whose name is
signed on the preceding or attached document, and acknowledged to me that he/she signed it
"OI?Y/7 :a:~' /) ~ ~ June 4, 2010
Notary Public My Commission Expires
-2-
• . . • •
PERFORMANCE AGREEMENT
Cecelia Estates
LOTS I - 5 INCLUSIVE
THIS AGREEMENT made by and between Alice Lane Realty, LLC, a limited liability company, Stephen R.
Cincotta, its Manager, and Stephen R. Cincotta, an individual, having a ususal place of business at 54 Barney
Street, Agawam, Massachusetts, hereinafter called the DEVELOPER, and the Town of Agawam,
Massachusetts, a municipal corporation having a usual place of business at 36 Main Street, Agawam,
Massachusetts 0 100 I, acting through its Planning Board, hereinafter called the TOWN; witnesseth:
WHEREAS, the DEVELOPER desires to carry out the development oflOl, I thru 5 inclusive as
shown on a set of definitive plans recorded in the Hampden County Registry of Deeds as indicated below:
"CECELIA ESTATES"
DEFINITIVE SUBDIVISION PLAN
AGAWAM, MASSACHUSETTS
FOR: (Owner) Alice Lane Realty LLC
54 Barney Street
Agawam, Massachusetts
D.L. BEAN, INC.
DATE: 1-30-2009, Rev: 4-09-2009
SCALE I" ~ 40'
HCRD BOOK PAGE
AND WHEREAS, on April 16,2009, the PLANNING BOARD of the TOWN endorsed plans
entitled:
"CECELIA ESTATES"
DEFINITIVE SUBDIVISION PLAN
AGAWAM, MASSACHUSETTS
DATE: 1-30-2009, Rev: 4-09-2009
SCALE I" ~ 40'
NOW, THEREFORE, in consideration of the approval of the definitive Plans by said TOWN,
providing for the construction of ways, clearing, grading and installation of municipal services to the above
mentioned lots; the DEVELOPER hereby agrees to perform the required improvements in accordance with the
"Rules and Regulations of the Planning Board as it Refers to Subdivision Control", as amended, and to
construct the following items of work in a manner satisfactory to the TOWN:
CONSTRUCTION STANDARDS AND REQUIRED IMPROVEMENTS: Section V of "Rules and
Regulations of the Planning Board as it Refers to Subdivision Control", amended March 7, 1974, is hereby
supplemented by the following descriptions, modifications, additions and deletions. These Construction
Standards and Required Improvements shall prevail over those published in Section V and the Definitive Plans
only where there is a discrepancy, and where the Town Engineer detennines that these Construction Standards
are more stringent.
Wherever the tenn nMassachusetts Standard Specificationsl1 is used it shall refer to "The Commonwealth of
Massachusetts Department of Public Works Standard Specification for Highways and Bridges", 1973 ed.,
including the latest Supplemental Specifications. The term "Town Engineer" shall mean the Agawam Town
Engineer, acting directly or through an authorized representative, such representative acting within the scope
of the particular duties entrusted to him.
The DEVELOPER shall notify the TOWN through its Department of Public Works in writing at least
fony-eight (48) hours in advance of the time when he plans to begin work on any of the improvements required
by this Agreement. Failure on the part of the DEVELOPER to provide such notification shall be cause for the
TOWN to require the DEVELOPER to excavate and reconstruct the improvements as necessary in order to
insure that the work has been done in a satisfactory manner.
• •
A. Street and Roadway: The entire area within the street layout shall be cleared of all stumps, brush,
roots, boulders, debris and all trees not intended for preservation. All loam, clay, peat and other
unsuitable material encountered within the layout shall be excavated and replaced with granular
material conforming to Massachusetts Standard Specifications M 1.0 1.0 to a depth of 4 feet below the
subgrade.
Install subdrains where the seasonal high groundwater elevation is within 4 feet of the proposed
roadway surface. Subdrain sizes and locations shall be subject to the approval of the Town Engineer
and shall be installed wherever necessary in the opinion of the Town Engineer. Subdrains shall
conform to Massachusetts Construction Standards 209.1.1. All rock encountered within the street
layout shall be excavated and replaced with granular material conforming to Massachusetts Standard
Specificatioris M 1.0 1.0 to such a depth of 4 feet below the subgrade.
Before placing any subbase or base materials, the entire subgrade area shall be fine graded and
compacted to not less than 90 percent of maximum dry density as determined by AASTHO Test ,
Designation T99 Compaction Test Method C. Special Borrow for subbase shall conform to
Massachusetts Standard Specifications M2.0 1.1. Subbase and base courses shall be fine graded and
compacted to not less than 95 percent of maximum dry density in accordance with Section 401 and
Section 405 of the Massachusetts Standard Specifications. The DEVELOPER shall be responsible for
reimbursing the TOWN for the cost of all soils testing.
The roadway surface shall be Class I Bituminous Concrete Type I-I applied in Two (2) courses in
accordance with Section 460 of the Massachusetts Standard Specifications. The top course shall not
be applied until one (1) winter season has passed since the completion of all underground work within
the subgrade area. Only the roadway designs or alternatives shown on the Definitive Plal1$ shall be
constructed.
Bituminous concrete curb conforming to Massachusetts Construction Standard 106.2.0, Type 2 shall
be installed on both sides of the roadway. Granite curbing shall be installed along the arc of the curve
at intersections. Type SA edging shall be used on Places and Lanes, and Type V A vertical curb shall
be used on Sub-Collectors and Collectors, unless otherwise directed by the Town Engineer.
B. Sanitary Sewers: Submit an I1Application for Pennit for Extension of Sewerage Systeml1 to the
Superintendent of Public Works for his recommendation to the Director of the Massachusett.,
Division of Water Pollution Control. After receipt of a Sewerage Extension Permit, pay all fees and
deposits, and apply for a connection to the public sewer.
Install asbestos-cement, PVC or approved equal sewer pipe and fittings confonning to Massachusetts
Standard Specifications M5.02.7, of the size, class and at the lines and grades shown on the Definitive
Plans. The minimum design flexure strength of asbestos-cement sewer pipe shall be class 2400 for
sizes 4 and 6 inch diameters and class 3300 for sizes 8 through 12 inch diameter. The minimum PVC
sewer pipe class shall be SDR 35, however, special bedding will be ·required. Building sewer
connections shall be at least 4 inch diameter laid at lI8 inch per foot pitch minimum, and shall be
separated from the water services by at least 10 feet horizontally. Building sewer connections shall
not be made directly into manholes. Long sweep elbows shall be used for all bends II lI2 degrees or
greater. A cleanout shall be installed no further than 20 feet upstream of any 45 degree or 90 degree
bend. No foundation drains or roof leaders shall be connected to the sanitary sewers.
Bedding shall conform to Subsection 230.61, and backfilling shall meet the requirements of
Subsections 120.60B, 150.60 and 150.64 of the Massachusetts Standard Specifications. A special
bedding of sand borrow conforming to Ml.04.0 Type shall be well compacted around all PVC sewer
pipe a minimum distance of I foot. Where the bottom of the trench is, in the opinion of the Town
Engineer, found to be unstable, the DEVELOPER shall excavate the unsuitable material to the width
and depth ordered by the Town Engineer, and shall replace all unsuitable materials, as directed, with a
well compacted foundation consisting of granular material conforming to M 1.02.0 (maximum stone
size of2 inches) or crushed stone conforming to M2.01.1 of the Massachusetts Standard
Specifications. Where rock is encountered it shall be removed to a depth of I foot below and from all
sides of the pipe or structure.
Precast concrete sewer manholes shall conform to Agawam Construction Standard 202.4.1 and shall
be installed in accordance with Section 201 of the Massachusetts Standard Specifications. Pipe
connections to manholes shall be made with a flexible rubber boot and shall be cast in a 6 inch
concrete collar. Inverts shall be brick conforming to Massachusetts Stand Specifications M4.05.1.
Preformed bituminous joint filler shall conform to M3.05.3 and cement concrete brick for adjusting
frames and covers shall conform to M4.05.0 of the Massachusetts Standard Specifications. Type A
frames and covers shall conform to Massachusetts Construction Standards 202.6.0 and 202.8.0, and
shall have the word "SEWER" imprinted in 3 inch high letters on the cover.
The DEVELOPER shall furnish the labor and equipment, test plugs, gauges and appurtenances
necessary for air testing all sanitary sewer pipes. If leakage of air at 4 psi exceeds 0.15 CFM per
Page 2
• •
square foot in any section of pipe, as determined by the Town Engineer, the DEVELOPER shall locate
the leaks and repair them at his own expense. In no event shall the total infiltration or exfiltration
including manholes, exceed the equivalent of 100 gallons per 24 hours per inch diameter per mile of
sewer main, in any section of the sewer system, as determined by the Town Engineer.
C. Drainage: If any storm drains are to be connected to the TOWN drainage system, the DEVELOPER
shall apply to the Superintendent of Public Works for a permit to connect to the public storm drains,
and pay all fees and deposits required.
Install reinforced concrete stonn drain pipe conforming to Massachusetts Standard Specifications
MS.Ol.l, of the size, class and at the lines and grades shown on the Definitive Plans. Storm drain
connections to foundation drains and roof leaders shall be installed as shown on the Definitive Plans,
and shall be at least 4 inch diameter laid at 118 inch per foot minimum pitch. The minimum flexure
strength of 4 and 6 inch diameter asbestos cement pipe shall be class 2000 D. The minimum PVC
pipe class for storm drain connections shall be SDR 41, however, special bedding will be required.
Bedding shall conform to Subsection 230.61, and back-filling shall meet the requirement.' of
Subsections 120.60B, ISO.60 and ISO.64 of the Massachusetts Standard Specifications. A special
bedding of sand borrow conforming to M 1.04.0 Type b shall be well compacted around all PVC drain
pipe a minimum distance of I foot. Where the bottom of the trench is, in the opinion of the Town
Engineer, found to be unstable, the DEVELOPER shall excavate the unsuitable material to the width
and depth ordered by the Town Engineer, and shall replace all unsuitable materials, as directed, with a
well compacted foundation consisting of granular material conforming to M 1.02.0 (maximum stone
size of2 inches) or crushed stone conforming to M2.01.1 of the Massachusetts Standard
Specifications. Where rock is encountered it shall be removed to a depth of I foot below and from all
sides of the pipe or structure.
Storm drain manholes and Type C (Slope) catch basins shall conform to Agawam Construction
Standards 202.2.1 and 201.3.1 respectively. Precast concrete catch basin tops shall be as
manufactured by New England Precast Concrete, Agawam, MA; Arrow Concrete Products, Inc.,
Granby, CT; or approved equal. Cement concrete brick for inverts and adjusting frames and covers
shall conform to Massachusetts Standard Specifications M4.0S.0. Manhole frames and covers shall be
Type A conforming to Massachusetts Construction Standards 202.6.0 and 202.8.0 and shall have the
word "DRAlN" imprinted in 3 inch high letters on the cover.
Class A cement concrete masonry and steel reinforcement work shall conform to Section 90 I of the
Massachusetts Standard Specifications. Headwalls shall be constructed to the designs and dimensions
indicated on the definitive Plans, and as directed to close conformity with the lines and grades
established by the Town Engineer. Headwalls shall be built in accordance with Massachusetts
Construction Standards 206.4.0 or 206.6.0.
Rip-rap, channel paving and stone for pipe ends shall consist of furnishing and installing uniformly
placed stonework at the lines and grades shown on the Definitive Plans, in accordance with Section
2S8 and 983 of the Massachusetts Standard Specifications. Stone shall conform to M2.02.3 with the
exception that rounded cobbles meeting the weight specifications may be used with the approval of the
Town Engineer.
D. Water: Install 8-inch Class S2 cement lined ductile Iron water mains, or larger as shown on the
Definitive Plans. Ductile iron pipe shall conform to Massachusetts Standard Specifications MS.OS.3,
Class S2. Joints shall be bell and spigot elastomeric gasket rings conforming to ANSI Specification
A2I.II. Standard laying lengths shall not exceed 20 feet. Ductile iron pipe shall be polyethylene
encased in accordance with ASTM Specification A674.
Hydrants shall be Protectop Type S as manufactured by A.P. Smith Manufacturing Co., East Orange,
NJ; or approved equal. Hydrants shall have a S-inch main valve seat, a bury length ofS.5 feet
minimum, or as required for each individual installation, and shall be furnished with two (2) 2 112 inch
hose nozzles. One (I) additional 4 112 inch steamer nozzle shall be furnished on the hydrant when
deemed necessary by the Town Engineer. A hydrant tee and valve shall open left, counterclockwise.
Gate valves shall be New York Metropolitan Standard meeting the requirements of A WW A
Specification CSOO, and shall have mechanical joint ends. Valve boxes shall be 4 1/2 inch diameter
and the cover shall include the word "w A TER" cast in the top.
Corporations shall be New England Standard and shall be Mueller H-IS002, Ford F-600NE, or
approved equal. Curb stops shall be New England Standard and shall be Mueller H-IS212, Ford
Z22-333 SW, or approved equal. Type K copper tubing for water services shall be a minimum of 3/4
inch diameter.
Where rock is encountered it shall be removed to a depth of I foot below the bottom of the pipe. Only
granular material approved by the Town Engineer shall be used as backfill in any trench excavation.
Page 3
• •
E. Sidewalks and Treebelts: The DEVELOPER shall construct sidewalks on both sides of the roadway
of such width as is shown on the Definitive Plans. The gravel subbase and base courses shall consist
of a 6 inch gravel subbase and 2 inch processed gravel base confonning to Massachusetts Standard
Specifications Ml.03.0 Type b, and Ml.03.1 respectively, and said courses shall be wider by 3 inches
on both sides than the bituminous surface. The bituminous concrete sidewalk surface shall be 2 inches
thick laid in two (2) courses 1 inch each, and shall confonn to the applicable requirements of Section
701 of the Massachusetts Standard specifications.
Treebelts shall be constructed on both sides of the roadway to the width indicated on the Definitive
Plans. Loam meeting the requirements of Massachusetts Standard Specifications Ml.05.0 shall be
placed to a minimum compacted depth of6 inches. The DEVELOPER shall submit samples of the
loam to the ToWll Engineer for analysis and detennination of the amount of lime and fertilizer
required. The work shall confonn to Section 760 of the Massachusetts Standard Specifications, and
the grass seed shall meet the requirements of M6.03.0. A copy of the seed certificate shall be
submitted to the Town Engineer. The treebelts shall be watered, reworked, and reseeded as necessary
to develop a satisfactory stand of grass.
F. Utilities: Street lights shall be installed by the DEVELOPER at his expense and he shall be
responsible for the cost oflighting until the street is accepted by the TOWN. Street lights shall be the
type adopted by the Utility Committee of the Town Council. All underground utilities and service
connections shall be installed prior to the construction of the roadway surface.
G. Inspection: The DEVELOPER shall notify the Department of Public Works of the TOWN at least
forty-eight (48) hours in advance of the time when he plans to begin or resume work on any of the
improvements required by this Agreement. The TOWN will charge the DEVELOPER at the hourly
rate established by the Department of Public Works for inspecting the work. No work will be
accepted by the TOWN which has not been inspected on a daily basis during its progress. The
presence of an inspector shall in no way relieves the DEVELOPER from full responsibility for
completing the required work and providing the workmanship and materials specified.
H. Shade Trees: On each lot two (2) shade trees shall be planted within twenty (20) feet from the street
line and located so as not to conflict with underground utilities and sight distances. At the discretion
of the Tree Warden, the shade trees may be planted on the treebelt within the street layout. Trees
shall be 2 112 inches minimum in diameter, balled, burlaped, native and hardy species as approved by
the Planning Board, and shall be planted subject to the direction of the Tree Warden. The
DEVELOPER shall guarantee for one (1) full year that the trees remain alive and healthy.
1. Clearing and Grading: Clear and grade the site as shown on the Definitive Plans. All areas not to be
paved which are disturbed by the DEVELOPER shall be limed, fertilized, seeded, mulched, watered,
reworked and reseeded as necessary until a satisfactory stand of grass takes hold to prevent erosion.
Any work perfonned on the banks of streams, drainage ditches or swales shall receive priority.
Mulching and seeding for erosion control shall confonn to Section 767 of the Massachusetts Standard
Specifications. Seed for erosion control shall meet the requirements ofM6.03.1.
Where indicated on the Definitive Plans or deemed necessary by the Town Engineer to prevent
erosion, haybales shall be placed. Hay bales shall meet the requirements of M6.04.1 and shall weigh
at least 50 pounds each. Hay bales shall be placed in unifonn rows and secured to at least two (2) 2"
x 2" x 36" stakes driven into the ground to prevent overturning, floatation, or displacement. Any
deposited sediment that collects at the hay bale structures shall be removed periodically as directed by
the Town Engineer.
Lightweight paper netting shall be applied on slopes steeper than 3: 1 and on seeded areas shown on
the Definitive Plans or as directed by the Town Engineer. The netting shall be secured to the ground
with 1" xl" X 12'1 stakes spaced no more than 6 feet apart to prevent it from blowing or washing
away. The netting shall be removed when and as directed by the Town Engineer.
J. Loam or Topsoil: No loam or topsoil shall be removed from the subdivision until all work is
completed, and then only with a special pennit from the Board of Appeals as required by Section
20-8(g) of the Town Code.
K. Excavations: All excavations within the street layout, and to dwellings shall be barricaded, protected,
lighted at proper times, and promptly backfilled as required by the Superintendent of Public Works
and the Chief of Police. Any person not directly employed or under contract with the DEVELOPER,
who wishes to excavate within the street layout must first obtain a pennit from the Superintendent of
Public Works as required by Section 16-4(a) of the Town Code. Right of entry or an appropriate
utility easement must be given before a pennit will be issued.
L. Pennits: Each lot line must be clearly marked, and the lot identified by lot and street number, before
the Building Inspector will make any inspections. Any sign required to be erected under an Order of
Conditions issued by the Conservation Commission shall be maintained in good condition until a
Certificate of Compliance is obtained by the DEVELOPER.
Page 4
• •
M. Protection of Natural Features: All natural teatures to be preserved shall be suitably protected by the
DEVELOPER during construction. The DEVELOPER shall notifY the Tree Warden at least one (I)
week prior to clearing of the site. No evergreen tree, shrub or tree over 8 inches in diameter outside
the street layout and building site shall be removed without the consent of the Tree Warden.
N. Cleaning Up: Before final inspection, the total area shall be cleared of debris, both natural and
materials generated by construction. The particular attention of the DEVELOPER is directed to the
requirement that on the day of the final inspection all paved areas must be swept and the drainage
structures cleaned.
O. Monuments: All monuments shown on the Definitive Plans shall be set, and their installation shall be
certified by a registered land surveyor as of the date of final inspection. Monuments marking the
street layout shall be granite or precast concrete bounds conforming to Massachusetts Specifications
M4.04.8 or M4.06.1, set flush with finish grade. [ron pipe [ [/2 inch diameter, schedule 40
galvanized, 3 feet long, may be used at lot comers, except where a granite or precast concrete bound
is required for marking the street lines.
P. Street Acceptance: The DEVELOPER shall submit to the Town Engineer for review the final street
layout plans and legal description suitable for recording in the Hampden County Registry of Deeds.
The plans and description shall both meet the standards of the Street Acceptance Committee and the
Department of Public Works, and shall be revised if required by the Street Acceptance Committee
after an on-site public hearing. After completion of all of the improvements required by this
Agreement, the DEVELOPER shall submit to the Town Council a Petition for Street Acceptance; and
an Affidavit, releasing the TOWN from all damages which the DEVELOPER and his successors or
assigns may incur by reason of acceptance of the street by the TOWN; together with the Street
Acceptance Plans referred to above.
Page 5
• •
PERFORMANCE GUARANTEE: The DEVELOPER shall guarantee to the TOWN the faithful perfonnance
by the DEVELOPER within two (2) years after the date of this Agreement, or any extension thereof, of all
work required herein. The DEVELOPER shall also repair, to the satisfaction of the TOWN, any damage to or
failure of any completed work which may occur during the tenn of this Agreement.
If the DEVELOPER fails to perfonn the work within the time specified and in accordance with the tenns of
this Agreement or, in the event that the DEVELOPER shall not satisfy all claims and demands incurred in
connection with said improvements and work as herein specified, the DEVELOPER shall pay to the TOWN
an amount of money which will equal the measure of damages sustained by the TOWN as a result of the
failure to perfonn the work. The measure of damages shall be established by detennining the lowest
reasonable cost to complete the work unfinished plus reasonable administrative expenses, attorney's fees and
legal costs incurred by the TOWN in case of breach of this Agreement by the DEVELOPER. The TOWN
need not expend any funds to establish the said measure of damages, said measure of damages to be
established by reasonable estimate to complete the said work plus the said administrative expenses, attorney's
fees and legal costs herein mentioned .
. The DEVELOPER further warrants that all work done under this Agreement will be perfonned and completed
in a workmanlike manner, and that the said work will be fit for the use intended.
Page 6
, • •
NOTIFICATION OF COMPLETION: Upon completion of all work required herein, the DEVELOPER shall
notify the TOWN, by registered mail sent to both the Town Clerk and the Planning Board, that the work is
ready for final inspection with respect to the release of the Performance Guarantee. Release of the
Performance Guarantee is contingent upon all work being comp1eted in accordance with the Construction
Standards and Required Improvements included herein.
IN WITNESS WHEREOF, thi:;rstrument is executed in four (4) counter parts, each one of which shall be
deemed an original this the . I51-day of ~ , 20 I£:;..
ATTEST: DEVELOPER
ALICE LANE REALTY LLC
By SLed dZ C(--ft
Stephen R. Cincotta, Manager
By S(~ I fl, C/,~
Stephen R. Cincotta, an individual
TOWN
TOWN OF AGAWAM, MASSACHUSETTS
PLANNING BOARD ~
~.
DATE:
APPRO~V~E:Df4¥;X
TO
Page 7
I
• • 'Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
. Tel. 413-786-0400 Fax 4l3.-786-9927
MEMO
TO: Attorney Christopher Johnson, Town Solicitor
Engineering Department .
FROM: . Planning Board
SUBJECT: Easements -Cecelia Estates Subdivision -School Street
DATE: May 12, 2009
Please review the attached easements for the Cecelia Estates subdivision to be sure they are ready
. for the Board's signatures at their May 21 $I meeting.
Thank you.
DSD:prk
04/15/2009 11:10 FAX 4138210631
~. .
To:
CC:
From:
Date:
Subject:
• • TOWN OF AGAWAM
Department of Public Works·
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 • Fax (413) 8210631
John P. Stone • Superintendent
MEMORANDUM
Planning Board; D.L. Bean, inc.
John Stone -DPW Supt.; File
Engineering Depannent
April 15, 2009
Definitive Plan -Cecelia Estates -School Street -Cincotta
III 002/002
Per your request, Engineering has reviewed the Definitive Subdivision Plan entitled, "Cecelia Estates, School
Street Agawam, MA; Prepared for: Alice Lane Realty, LLC, 54 Barney Street, Agawam, MA; Prepared by:
D.L.Bean, Inc., 40 School Street, Westfield, MA; Scale: I Inch = 40 Feet; Update: 4-09-2009," and we
recommend approval of the Definitive Plan.
If you hav,e any questions please do not hesitate to contact this division.
Sincerely,
.~ P@.,,,-
Vladimir Caceres
Civil' Engineer I
5:\subdi'Y\C~cclla ~SHlltS\ll1cmos\delil1ilive pl.lll· m..:mo 4.doc
'J?U.Lac
Michael C. Chase, P.E.
Town Engineer
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D.L. BEAN, INC.
Land Consultants •
Forty School Street
WESTFIELD, MASSACHUSETTS 01085
(413) 562-7566
FAX (413) 562-2091
Mike Chase, Town Engineer
DATE .1 JOB NO.
Mov 18, 20nQ
ATTENTION
RE; " (" ,1< Estates" for
Steve rinN,tta
WE ARE SENDING YOU . i!i Attached o Under separate cover via __________ the following items:
o Shop drawings ~ Prints o Plans o Samples o Specifications
o Copy of letter o Change order ~_~O~r~i~g~i~n~a~l~M~YLl~a~r~s _______________ _
COPIES DATE NO.
2 4:20':09 7 2 Sets -Original mylars -
1 4:20':09 7 One set of prints
THESE ARE TRANSMITTED as checked below:
~ For approval o Approved as submitted
o For your use o Approved as noted
o As requested o Returned for corrections
DESCRIPTION
"Cecelia Estates"
o Resubmit ____ copies for approval
o Submit ____ copies for distribution
o Return ____ corrected prints
D For review and comment 0 _____________________ ___
o FOR BIDS DUE ______________ _ o PRINTS RETURNED AFTER LOAN TO US
REMARKS_~M~i~k~e~:~W~e~a~r~e~h~o~p~i~n~g~t~o~g~e~t~t~h~e~s~e~s~i~g~n~e~d~bLy~th==e_B~o~a~r~d~o~n~T~h~u~r~s~d~a~y~M~a~y~2~1~.~~I~f~y~o~u~
have any questions, please call me. Thank you.
COpy TO >if Planning Department
Steve Cincotta
SIGNED: -------------z?t~~,.......::======
If enclosures are not as noted, kindly notify us at once.
I M~~"" ~~~I'~~
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Certified Fee
Retum Receipt Fee (Endorsement Required)
RestrIct8d Delivery Fee (Endorsement Reqillred)
$
. Postmark
He ..
~~~~~~==;====---------~ Total Postage & Fees $
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Certified Mail Provides:
D A mailing receipt
D A unique Identffier for your maitpiece
IJ A record of delivery kept by the Postal Service for two years
Important RemInders:
o Certffled Mail may ONLY be combined with Flrot-Class Mail., or Priority Maile.
D Certified Mall is not available for any class of International mail.
o NO INSURANCE COVERAGE IS PROVIDED with Certified Mall. For valuables, please consider Insured or Registered Mall.
Il For an 8ckUtional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt S9Mce, please complete and attach a Retum Receipt (PS Form 38111 to the article and add applicable postage to cover the fee. Endorse maUplece Return Receipt Requested-, To receive a tee waiver for a dupll~te return receipt, a USPs. postmark on your Certified Mall receipt is required:
o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mall piece with the endorsement -RestrictedDeliv9ry".
o If a postmark on the Certified Mall receipt is desired, please present the art].. cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not neededj detach and affix label with postage and mail.
IMPORTANT: Sava Ihls racelpt and present It when making an InquIry.
PS Rlnn 3800, August 2006 (Rsvetss) PSN 7530-02-000.9047
April 23, 2009
Stephen Cincotta
54 Barney Street
Agawam, MA 0 I 00 I
Dear Mr. Cincotta:
-• •
Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
. Tel. 413-786-0400 Fax 413-786-9927
At its duly called meeting held on April 16, 2009, the Agawam Planning Board voted to approve
the Definitive Plan entitled "Cecelia Estates, School Street; Agawam, MA" prepared for Alice
Lane Realty, LLC, 54 Barney Street, Agawam MA; prepared by D.L.Bean, Inc. and dated 1-30-
2009, revised4-09-2009 with the following conditions: .
executed copies of all easements shall be submitted to the Planning Board for its
. signatures;
a Performance Agreement and Covenant.shall be executed and submitted to the Board for
its signatures; .
no additional lots shall be created without following the procedure for definitive plan
approval as described in Chapter 41 of ihe Mass<)chusetts General Laws.
In other business, the Board approved the following waivers: .
I. Section I 59-7C..(8)(a) to allow deep hole examinations in lieu of soil borings.
Examination locations and soil logs are shown on Sheet 2 of7. The approval of this
waiver was condition·al· upon the receipt of a written document from the Agawam
Engineering ·Qepartment that they approve of this request. .
• •
-2-
2. Section l59-23.A to allow sidewalks to be excluded from a portion of the proposed street,
but including a sidewalk on School Street, as shown on Sheet 2 of7.
[fyou have any questions, please contact this office at 786-0400, extension 283.
Sincerely,
Travis Ward, Acting Chairman
AGA W AM PLANNING BOARD
TW/DSD:prk
cc: D.L. Bean, Inc.
Engineering Dept.
Town Clerk
File
04/16/2009 14:22 FAX 4138210631 Ii!J 002/002
L
To:
CC:
From:
Date:
Subject:
e, • TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 • Fax (413) 8210631
John P. Stone • Superintendent
MEMORANDUM
Planning Board; DL. Bean, inc,
John Stone -DPW Supt; File
Engineering Deparment
April 15, 2009
Definitive Plan -Cecelia Estates -School Street -Cincotta
Per your request, Engineering has reviewed the Defmitive Subdivision Plan entitled, "Cecelia Estates, School
Street Agawam, MA; Prepared for: Alice Lane Realty, LLC, 54 Barney Street, Agawam, MA; Prepared by:
D.L.Bean, Inc., 40 School Street, Westfield, MA; Scale: 1 Inch = 40 Feet; Update: 4-{)9-2009," and we
recommend approval of the Definitive Plan,
If you hav,e any questions please do not hesitate to COntact this division,
Sincerely,
~ 0V0. •. -
Vladimir Caceres
Civil'Engineer I
'J?U./Ld. -
Michael C. ChaSe, PeR
Town Engineer
>
>
TO
D.L. BEAN, INC.
Land Consultant..A
Forty School Stree-.
WESTFIELD, MASSACHUSETIS 01085
(413) 562·7566
FAX (413) 562·2091
Agawam Planning Department
,DATE
Anril 14 2009 I JOB NO.
ATTENTION
Deborah Dachos Town Planner
RE:
"Cecelia Estates" for
Steve Cincotta
WE ARE SENDING YOU Il!I Attached o Under separate cover via __________ the following items:
o Shop drawings Il!I Prints o Plans o Samples o Specifications
o Copy of letter o Change order o _________________________ ___
COPIES DATE NO, DESCRIPTION
1 4r S9:09 7 Definitive Subdivision nlans "rece1i~ FQ'~'QQ"
THESE ARE TRANSMITIED as checked below:
Il!I For approval
o For your use
[J As requested
o Approved as submitted
o Approved as noted
o Returned for corrections
o Resubmit _~ __ copies for approval
o Submit ____ copies for distribution
o Return ____ corrected prints
o For review and comment D ____________________________________ ~
o FOR BIDS DUE ______________ _ o PRINTS RETURNED AFTER LOAN TO US
REMARKS __ .Debbie: These plans were emailed to the Engineering Department J ast Thllrsday-_
with the remaining minor changes made to them. I have been informed by Mike Chase, Town
Engineer, that they are now acceptable to his department, and that a communication will
be forthcoming to the Planning Board for their meeting this Thursday. If you have any
questions. please call me. Thank
r " '. :. ' ,~"
U"\~ ''<ll 'V, •• -' ____ . _____________ --"='-_._. __ , ____________ "-S=-in,~c"?'_~=-yLL' ___ _
COPY TO Agawam Engineering Department
Steve Cincotta. SIGNED: ______ -=-==--_________ _
If enclosures are not as noted. kindly notify us at once. David L. Bean, Pre s iden t
413562212191.~: ~~R~, ;~'.
~ ?
884 Pl2l1/12I1 RPR 1212 '1219 15:43
LA~ONSULTANTS
•
Forty School Street
Westfield, Mass. 010BS
413-562-7566
Fax # 413-562·2091 SURVE\IORS
ENGINEERS
TELECOPY COVER SHEET
TO:
7 --:> .
TIME: 7,)1t> AM PM BST -
TELECOPY NUMBER: (_) ________ _
FROII!:
RE:
REMARKS:
ord 1r1~ tP? ~ /~ ~ k .t? a4p ,""
c~ncJMk;"A»(2 c ~
. 44 ~. ~b-Ot)
.,., \/ra I "'-?«¥k £, 1 j If .......................................................... ~ ~I -I'\~
IF YOU DO NOT RECEIVE ALL OF TBl! PAGES. P: ()J"
~ ....
AT' (413) 582-7586 AS SOON AS POSSIBLE.
THE FOLLOWING IS FOR YOUR INPORMA TION IN
FAX NO.
(413) 582-2091 TOSHIBA TF-211
884 P01/01 RPR 02 '09 15:43
U\~ONSULTANTS
Forty School Street
Westfield, Mass. 01085
TO:
•
413-562·7566
Fax # 413-562·2091
TELECOPY COVER SHEET
SURVE'I'ORS
ENGINEERS
7 a-:> .
TIME: 7,~t? AM PM EST
~
TELECOPY NUMBER: (_) ________ _
FROM:
BE:
RBMARKS;
. p~;t d_ / R-uJ11..12 ...................................................................................................
IF YOU DO NOT RECEIVE ALL OF THE PAGES. PLEASE, CALL, _______ _
AT (U3) 582-7586 AS SOON AS POSSIBLB.
THE FOLLOWING IS FOR YOUR INFORMATION IN TRANSMITTING TO os:
FAX NO.
C 413) 582-2091
MODEL
TOSHIBA TF-211
04/02/2009 18:13 FAX 4138210831
To:
CC:
From:
Date:
Subject:
• TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 • Fa:.: (413) 8210631
John P. Stone • Superintendent
MEMORANDUM
Planning Board; D.L. Bean, inc.
John Stone -DPW Supt.; File
Engineering Dep81lIlent
April 2, 2009
Definitive Plan -Cecelia Estates -School Street -Cincotta
IZl 002/003
Per your request, Engineering has reviewed the Definitive Subdivision Plan entitled, "Cecelia Estates, School
Street Agawam, MA; Prepared for: Alice Lane Realty, LLC, 54 Barney Street, Agawam, MA; Prepared by:
D.L.Bean, Inc., 40 School Street, Westfield, MA; Scale: 1 Inch = 40 Feet; Update: 3-30-2009," and we have the
following comments:
1. Engineering received the stormwater calculations on March 31, 2009, and has not completed our review
at this time. The subdivision as it is currently designed will moderately increase stonnwater flow into
the existing School Street drainage system. On April 2, 2009, the DPW video inspected the existing
drainage pipe on School Street and is currently evaluating its condition to see if this pipe has enough
capacity to handle the proposed extra stormwater runoff from Cecelia Estates.
2. The proposed trash rack will have a tendency to clog the 4" diameter orifice in the control structure.
Engineering recommends a design similar [0 the one attached.
Engineering reserves the right to make additional comments based on revisions made from the comments above
and as new information is submitted. If you have any questions please do not hesitate to contact this division.
Sincerely,
:y44· BrUu,
Vladimir Caceres
Civil Engineer I
Michael C. Chase, P.
Town Engineer
04/02/2009 16:13 FAX 4138210631
()
•
~HOf.E
1~· ANGUS
ALONG TOP EDGES
CAST-.PLACE lRASH RACK BASE (3'-8")(J'-2'")(6-)
•
EXPANDED TRASH RACK PROTECnON
FDR LOW FLOW ORIFICE
(NOT TO SCALE)
Ii!J 003/003
>
>
TO
D.L. BEAN, INC .•
Land Consultants
Forty School Street
WESTFIELD. MASSACHUSETTS 01085
(413) 562·7566
FAX (413) 562·2091
Pam Kerr -Planning Departm~ean~t~ ____________ _
DATE I JOB NO.
Februarv 3 2009
ATIENTION
RE:
"Cecelia Estates" for
Steve Cincotta
WE ARE SENDING YOU 1(1 Attached o Under separate cover via ___________________ the following items:
o Shop drawings all Prints o Plans o Samples o Specifications
o Copy of letter o Change order IN Application
COPIES DATE NO_ DESCRIPTION
4 1-30-09 30 Application & documents package ---
4 1-30-09 7 Definitive Subdivision Plans -"Cecelia Eatates"
.
-
f--------
THESE ARE TRANSMITIED as checked below:
0 For approval 0 Approved as submitted o Resubmit ____ copies for approval
0 For your use 0 Approved as noted o Submit ________ copies for distribution
~ As requested 0 Returned for corrections o Return _______ corrected prints
0 For review and comment 0
o FOR BIDS DUE o PRINTS RETURNED AFTER LOAN TO US
REMARKS Pam: As you know, E~ineering already has a copy of everythJ~ If other
concerns, please contact us. Thank you. --"-"=~~=~---"-"'~"'-'---::P=-=. e=-: ... C ..... )""".:_g 1,.....,\If. ...... ?".--n,--~-------
FEB n 2 2009
S~ _____ _
COPY TO ____________________ _
SIGNED: _____ _
If enclosures are not 8S noted, kindly notify us at onco. David L. Bean, President
• •
MEMO
TO: Engineering Department
FROM: Planning Board
SUBJEC:: Revised Definitive Plan -Cecelia Estates
DATE: March 30, 2009
Please r.:dclV and comment on the revised plan for Cecelia Estates (dropped off in your office
today) pr,Dr to the Board's April 2"d meeting.
Thank ),Cl.I.
DSD:prk
>
>
TO
D.L. BEAN, INC.
land Consultants.
Forty School Street
WESTFIELD. MASSACHUSETTS 01085
(413) 562·7566
. FAX (413) 562·2091
Agawam Planning Board
AND
Mike Chase, Town Engineer
DATE I JOB NO.
March 30 2009
ATTENnON
Deborah Dachos Town Planner
RE:
"Cecelia Estates"
_9ff School Street
for Steve Cincotta
WE ARE SENDING YOU ~ Attached o Under separate cover via __________ the following items:
o Shop drawings IX Prints o Plans o Samples o Specifications
o Copy of letter o Change order IX Calculations
COPIES DATE NO. DESCRIPTION
1 3:~~':09 7 Definitive Subdivision plans -"Cecelia Eststes"
1 3:~~':09 7 Revised detention basin outlet structure calculations
----l\/Frr"\. -
M.t:l.1C ~ V _u
lI/l D.~ n 7nnC!
. ." " I ,,-. t ... , pli~t .. \ '.f'~ ~ ps 'P"\\"j"'U .. 1"\.\ \j , , .... tU: II .. U\../ f'liltJ
THESE ARE TRANSMITTED as checked below:
IXI For approval 0 Approved as submitted o Resubmit ____ copies for approval
0 For your use 0 Approved as noted o Submit copies for distribution
0 As requested 0 Returned for corrections o Return ____ corrected prints
0 For review and comment 0
0 FOR BIDS DUE o PRINTS RETURNED AFTER LOAN TO US
REMARKs_~D~e~b~b~i=e~:_~T~h~e~s~e~p~l~a~n~s~h~a~v~e~b~e~e~n~~r=e~v~i~s~e~d~i~n~a~c~c~o~r~d~a~n~c~e~w~i=t~h~t~h~e~E~n~g~i~n~e~e~r~i~n~g~c~o~mm~=e~n=t~s~
of 3-19-09 and as discussed at a meeting with Engineering on 3-23-09. The calculations
address comments number 2. & 3.
Mike: The 4 inch hole at 77.85 will control the 100 year storm at the originally designed
elevation of 82.54 (1.42 CFS vs 1.44 CFS) , so we raised the invert of the D.I. to this
grade (+0.13'). Now the D.l. is simply the "fail-safe" overflow. If any questions,
please contact us. Thank you.
COPY TO Steve Cincotta "~-----
SIGNED: _____ -"~'___ __________ _
"enclosures are not 8S noted, kindly notify us at onOf!l. David L. Bean, President
"CECELIA ESTATES" •
4 INCH OUTLET ORIFICE AT VARIOUS WATER DEPTHS
Design Parameters:
Embankment Elevation (ft): 84.00
Maximum Water Elevation (ft): 78.32
Inlet Elevation (ft): 77.85
Outlet Elevation (ft): 77.8500
Tailwater Depth (ft): 0.00
Slope in Percent: 0.0
Length of Pipe (ft): 0.5
Diameter of Pipe (in).: 4.0
Type of Pipe: HOLE IN CONCRETE
Manning's n: 0.013
Head Loss Coefficient: 0.0
Flow Type: Orifice Control
CALCULATION OUTPUTS
Discharge (cfs): 0.2555
Depth of Flow: 0.47
Velocity (fps): 2.9279
---Stage-Discharge Data---
Stage (ft)
77.8500
78.0845
78.3190
78.5535
78.7880
79.0225
79.2570
79.4915
79.7260
79.9605
80.1950
80.4295
80.6640
80.8985
81.1330
81.3675
81.6020
81.8365
82.0710
82.3055
82.5400
82.7745
83.0000
Discharge (cfs)
0.01
0.0000
0.2546
0.4205
0.5374
0.6331
0.7161
0.7905
0.8584
0.9214
0.9803
1.0358
1. 0886
1.1388
1.1870
1.2333
1.2779
1. 3210
1. 3627
1. 4032
1. 4426
1.4809
1.5168
RIECE~VED
Open Channel Flow
Open Channel Flow
Orifice Control
Orifice Control f,
Orifice Control 10 7~a/ r a e..
Orifice Control
Orifice Control
Orifice Control
Orifice Control
Orifice Control
Orifice Control
Orifice Control
Orifice Control
Orifice Control Re I/. 10 C/etfT'" rale.ly.?IvMe Orifice Control /
Orifice Control
Orifice Control /t:' ~-r-v'Q/v'" e
Orifice Control /
Orifice Control
Orifice Control
Orifice Control
Orifice Control
Orifice Control
Page 1 of 1
/t?/ I!! .. ,.. f;4.,-~
"r;,// 5 ... ~ .... ,
• •
"CECELIA ESTATES"
DROP INLET "FAIL SAFE" OVERFLOW AT ELEVATION 83.0'
Channel Type: Rectangular ~ o,~~
Dimensions:
Base Dimension: 3.50
Wetted Perimeter: 4.42
Area of Wetted Cross Section: 1.61
Discharge: 4.52 cfs r /,,.>L ($I",4,/J _ t;,.c>f/'C?ry
Depth of Flow: 0.46 feet
Velocity: 2.81 fps
Channel Lining: Smooth Concrete
Freeboard: 0.30 feet
Page 1 of 1
• •
RUNOFF CURVE NUMBER COMPUTATION Version 2.10
Project : CECELIA ESTATES -AGAWAM User: DLB Date: 01-20-200~
County
Subtitle:
HAMPDEN State: MA Checked: Date:
Subarea :
PROPOSED RUN-OFF TO DETENTION BASIN -Sects.P1,P2,&P3
2.32
CE-P2
COVER DESCRIPTION
FULLY DEVELOPED URBAN AREAS (Veg Estab.)
Open space (Lawns,parks etc.)
Good condition; grass cover> 75%
Impervious Areas
Paved parking lots, roofs, driveways
OTHER AGRICULTURAL LANDS
Woods good
Total Area (by Hydrologic Soil Group)
SUBAREA: 2.32 TOTAL DRAINAGE AREA: 2.32 Acres
A
Hydrologic Soil Group
BCD
Acres (CN)
1.04(61) 0.31(74)
0.43(98) 0.31(98)
0.16(55) 0.07(70)
1.63 .69
WEIGHTED CURVE NUMBER: 74*
----------------------------------------------------~--------------------------
* -Generated for use by GRAPHIC method
• •
TIME OF CONCENTRATION AND TRAVEL TIME Version 2.10
Project : CECELIA ESTATES -AGAWAM User: DLB Date: 01-20-2009
county HAMPDEN State: MA Checked: Date:
Subtitle: PROPOSED RUN-OFF TO DETENTION BASIN -Sects.Pl ,P2,&P3 CE-P2
Flow Type 2 year
rain
Length Slope Surface
(ft) (ft/ft) code
Sheet 3
Shallow Concent'd
Shallow Concent'd
Open Channel
---Sheet Flow
85
165
125
375
Surface
A Smooth Surface
B Fa 11 ow (No Res.)
C Cultivated < 20 % Res.
D Cultivated > 20 % Res.
E Grass-Range, Short
0.024
0.024
0.010
Codes ---
F Grass,
G Grass,
H Woods,
I Woods,
J Range,
* -Generated for use by GRAPHIC method
H
U
P
Dense
Burmuda
Light
Dense
Natural
n Area Wp Velocity Time
(sq/ft) (ft) (ft/sec) (hr)
2
0.302
0.018
0.017
·0.052
Time of Concentration = 0.39*
----------
Shallow Concentrated
Surface Codes
P Paved
U Unpaved
• •
GRAPHICAL PEAK DISCHARGE METHOD Version 2.10
Project : CECELIA ESTATES -AGAWAM User: DLB Date: 01-20-2009
County HAMPDEN State: MA Checked: Date:
Subtitle: PROPOSED RUN-OFF TO DETENTION BASIN -Sects.Pl,P2,&P3 CE-P2
Data: Drainage Area
Runoff Curve Number
Time of Concentration:
Rainfall Type
Pond and Swamp Area
2.32 • Acres
74 •
0.39 • Hours
III
NONE
=========================================================================
Storm Number 1 2 3 4 5 6 7
---------------------------------- ------------------------------
Frequency (yrs) 1 2 5 10 25 50 100
24-Hr Rainfall (in) 2.5 3 4 4.6 5.3 6 6.5
Ia/P Rat i 0 0.28 0.23 0.18 0.15 0.13 0.12 O. 11
Runoff ( in) 0.61 0.91 1 .60 2.05 2.61 3.18 3.61
I Unit Peak Discharge 0.609 0.635 0.667 0.680 0.691 0.699 0.704
(cfs/acre/in) I
I
I
I
Pond and Swamp Factor 1 .00 I 1 .00 1 .00 1.00 1.00 1.00 1.00 I I 0.0% Ponds Used I I
I I
----------------------______ 1 ______ 1 _____ -------------------------I I
Peak Discharge (cfs) 1 I 1 I 2 3 4 5 6 I I
=========================================================================
* -Value(s) provided from TR-55 system routines
. . • •
STORAGE VOLUME FOR DETENTION BASINS Version 2.10
Project : CECELIA ESTATES -AGAWAM User: DLB Date: 01-20-2009
Count y HAMPDEN St at e: MA Checked: Oat e: RY. 7-&?-",?
Subtitle: PROPOSED RUN-OFF TO DETENTION BASIN -Sects.Pl,P2,&P3 CE-P2 '
Drainage Area: 2.32 Acres Rainfall FreqUency:~ea~
Rainfall-Type: III (I~~ ~
Runoff: 2.0 inches
Peak Inflow: 3.23 cfs )
Peak Outflow: 1.15 cfs ./0/
Detention Basin Storage Volume: 0.71 inches or
t7
.s;77,?e,,,c-: ~
c/~.,), 8/'17' '" ~.B ~? c! ,/!' /
7' '/ /NJI, = 7? ,fJ.r
0.1 acre feet
.3. / ~ 41!'~/ c:>v ~.,.--,7" N eJ/,/;4 (: == /-/S-C B .:t" v.::Y
. . •
Volume Report contour 78.0-81.0
Lower left grid comer: 299327.81,392037.06
Upper right grid comer: 299414.73,392144.98
X grid resolution: 50, Y grid resolution: 50
X grid cell size: 1.74, Y grid cell size: 2.16
PondlPit volume: 5,846.9 cubic ft, 216.55 cubic yards
Volume Report contour 78.0-81.5
Lower left grid comer: 299326.03,392035.47
Upper right grid comer: 299488.04,392146.88
•
X grid resolution: 50, Y grid resolution: 50 ,
X grid cell size: 3.24, Y grid cell size: 2.23 ~/. 'l"J =
Pond/Pit volume: 7,686.6 cubic ft, 284.69 cubic yards
Volume Report contour 78.0-82.0
Lower left grid comer: 299324.25,392033.87 //!/ JI e,,-Upper right grid comer: 299489.95,392148.77
X grid resolution: 50, Y grid resolution: 50 S/, 7'; , = 8/7?31!,r. ::::8!75"a t!.F.
X grid cell size: 3.31, Y grid cell size: 2.30
PondlPit volume: 9,960.5 cubic ft, 368.91 cubic yards
Volume Report contour 78.0-82.5
Lower left grid comer: 299322.47,392032.27
Upper right grid comer: 299491.86,392150.67
X grid resolution: 50, Y grid resolution: 50
X grid cell size: 3.39, Y grid cell size: 2.37
PondlPit volume: 12,594.8 cubic ft, 466.47 cubic yards
/Pc? 7~cr
Volume Report contour 78.0-83.0 $Z. f'/';' /~ 836> ~.~:t:/e/t?t?/ (f.r:
Lower left grid comer: 299320.69,392030.68
Upper right grid comer: 299493.77,392152.56
X grid resolution: 50, Y grid resolution: 50
X grid cell size: 3.46, Y grid cell size: 2.44
PondlPit volume: 15,606.5 cubic ft, 578.02 cubic yards
Volume Report contour 78.0-84.0
Lower left grid comer: 299317.13,392027.48
Upper right grid comer: 299497.59,392156.35
X grid resolution: 50, Y grid resolution: 50
X grid cell size: 3.61, Y grid cell size: 2.58
PondlPit volume: 22,839.6~ubic ft, 845.91 cubic yards
$;Y.I?'/ -=-.e,~ ,,,L ,Pe/. .23' 4'.r.
'~/;LJ"4'~ "
~$. ot?':::, /~ {;o?, ~,r:
41356220~.L. BEAN INC.
D. L. BEA~INC. -~I 857 P01 MAR 19 '09
LAND ~"SUL1AN I ~ 15:24
t~§?~·~\ _______ (~~~.~~~~_
Forty School Street
Westfield, Mass. 01085
413-562-7566
Fax # 413-662-2091 SURVEYORS
ENGINEERS
TELECOPY COVER SHEET
TO:
7 --:>
TIME: 7,'17,)' AM PM EST ,-
TELBCOPY NUMBER: (_) ________ _
FROM: TOTAL NO./
PAGES: _
(1ncl\lding-co ..... v[...e-r-s .... &-oot)
I' (',g c e'.{';' Ei.(./q tV L .Mw" e~~ ~ . RE:
REMARKS: ?k ~//,,/ .fl-4d (3.,;,.& <t?< *r7" ~~
-fo e .• .,hI-d'f"/&tdi: h4djl -z6 ;?PbC
. p~A. &:: / ~JeJ'-42
! .................................................................................................. .
IF YOU DO NOT RECEIVE ALL OF THE PAGES, PLEASE; CALL. _______ _
AT (413) 562-7686 AS SOON AS POSSIBLE.
THE FOLLOWING IS FOR YOUR INFORMATION IN TRANSMITTING TO OS:
FAX NO.
(413) 562-2091
MODEL
TOSHIBA TF-211
To:
CC:
From:
Date:
4138210631 • • TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 • Fax (413) 821 0631
John P. Stone • Superintendent
MEMORANDUM
Planning Board; D.L. Bean, inc.
101m Stone -DPW Supt.; File
Engineering Deparment
March 19, 2009
~ 002/003
Subject: Definitive Plan -Cecelia Estates :-. School Street -Cincotta
Per your request, Engineering has reviewed the Definitive Subdivision Plan entitled, "Cecelia Estates, School
Street Agawam, MA.; Prepared for: Alice Lane Realty, LLC, 54 Barney Street, Agawam, MA.; Prepared by:
D.L.Bean, Inc., 40 School Street, Westfield, MA.; Scale: I Inch = 40 Feet; Update: 3-12-2009," and we have the
following comments;
I, Engineering has received plan/deed infonnation from D.L. Bean, Inc. regarding the location of the
existing stormwater easement and outlet pipe located to the south of School Street. The recorded plans
show the pipe crossing the property line of 194 School Street and entering the property of 184 School
Street. However, according to the information submitted, it appears that there is no record of an
easement on 194 School Street. On March 18, 2009, Engineering performed an onsite inspection of the
pipe and outfall. The outfall itself is in disrepair, but water continues to flow through the pipe.
Engineering was unable to determine the condition of the pipe. Since the project coul~ be increasing
stormwater flows into this outfall pipe (see comment #2), Engineering requests that lhe pipe be video
inspected and the easement information be further researched and verified.
2. The proposed outlet control device calls for: 1-1.75" and 3-2.5" diameter orifices. The minimum outlet
diameter allowed for detention ponds in subdivisions is 4". Engineering has preformed its. own
stormwater analysis of the proposed subdivision. Since the post-construction peak flow rates would be
relatively small wilh even a 4" diameter orifice; and because of the proximity of the project to the
Town's outfall, the DPW would consider waiving the peak flow rate requirement with the following
conditions:
a. The existing outfall pipe on the south side of School Street is camera investigated (as mentioned
above). If this investigation shows that the pipe needs to be repaired, the developer will work
with the Town to help resolve any issues (details can be discussed with DPWlEngineering).
b. The Town's drainage system in this portion of School Street and the outfall pipe is found to have
adequate capacity despite the minor increase in peak stormwater flow rates from this subdivision.
c. The detention pond's control structure be redesigned to minimize the peak flow rates for the 2,
10, and 100 year storm to the best extents practicable (i.e. change the elevation, quantity and/or
diameter of the middle 3-2.5" orifices and keep one 4" orifice at the bottom of the structure).
d. Each lot is required to have its roof drains directed to infiltration systems designed for the 10
year storm event (with the possible exception of Lot 2 due to limited space).
e, The detention pond meets all other applicable standards.
Engineering continues to analyze the stormwater calculations and possible outlet control structure
designs and would be happy to discuss options for the design with the applicant's engineer.
14: 11 FAX 4138210831 ~ 003/003 • •
3.' The current design for the lower orifice in the detention pond is not adequate. The pipe located at the
bottom of the pond and connected to the control structure would most likely become buoyant and detach
from the control structure when it were to become submerged during larger storm events. The control
structure should be orientated so that the bottom 4" orifice would be able to be a hole in the control
structute. This would also help simplify the trash rack design for the outlet.
4. Engineering remains concerned about the existing seasonal high groundwater elevation in relation to the .
proposed bottom of the detention pound. It is recommended that an additional test pit be performed at
this location to confirm the existing seasonal high groUnd water elevation. Note "D" OD page 3 of 7 of.
the plan set would apply to this matter if groundwater were to become an issue during construction.
5. The existing catch basin at station 0 + 00 RT should be removed and replaced with a standard catch
basin top. If a catch basin top with a curb inlet that will match up with the proposed 25' granite curb
radius CallDot be found, a standard catch basin top without a curb inlet can be used.
6. It appears that the proposed 15" drainage pipe crossing School Street may conflict with the existing
water main.
7. There is a concern that there will be a conflict with several existing utilities OD School Street when the
proposed inside drop manhole over existing 30" sanitary sewer is constructed. Engineering recommends
a proposed sewer manhole be located approximately at statiOD 0 + 00 of the proposed road and the sewer
then be connected to the existing sanitary sewer manhole located just to the east of the proposed project
on School Street. A construction detail for the proposed sanitary sewer connection into the existing
SMH in School Street should be added to the plaDS.
Engineering reserves the right to make additional comments based on revisions made from the comments above
and as new infonnation is submitted. If you have any questions please do not hesitate to contact this division.
Sincerely,
~, t?M-..-
Vladimir Caceres
Civil Engineer I
·1ULCL.
Michael C. Chase, P.E. -
Town Engineer
>
>
TO
D.L. BEAN, INC.
. Land Consultants I
Forty School Street
WESTFIELD, MASSACHUSETIS 1085
(413) 562·7566
FAX (413) 562·2091
Mike Chase, Town Engineer
DATE I JOB NO.
March. 11 ~OOq
ATTENTION
RE:
"Cecelia Estates"
for Steve Cincotta
WE ARE SENDING YOU III Attached o Under separate cover via __________ the following items:
o Shop drawings III Prints o Plans o Samples o Specifications
o Copy of letter o Change order o ________________________________ ___
COPIES DATE NO. DESCRIPTION
1 3:H':09 7 Definitive Subdivision -"Cecelia Estates" off School· Street
THESE ARE TRANSMITTED as checked below:
III For approval 0 Approved as submitted o Resubmit ____ copies for approval
0 For your use 0 Approved as noted o Submit copies for distribution
0 As requested 0 Returned for corrections o Return ____ corrected prints
0 For review and comment 0
0 FOR BIDS DUE o PRINTS RETURNED AFTER LOAN TO US
REMARKS Mike: Thank you for the meeting Tuesday. We have addressed all of the comments
outlined in the March 5 memo as discussed on Tuesday, with the exception of numbers 3. &
4., which you were going to review. Please look at the trash control pipe that we added
to the 1.75" inlet control pipe. I think it should alleviate the concern of clogging.
Let us know. Thank you for your help.
RECEIVED
M.l\fi 1 3; 2M!!,
Pb--·· ../ ::IIY,'· /' ' "~i\,; 10>:: ._. ------------------------~~----------------~ COPYTO_~p71~a~n~n~i~n~g~D~e~p~a~r~t~m~e~n~t~~~-· _________ __
Steve Cincotta _______ ~~~~~:===========~_ SIGNED:
«enclosures are not as noted, kindly notify us at once. David L. Bean, Pres iden t
03/05/2009 18:59 FAX 4138210831
To: cc:
From:
Date:
Subject:
Planning Board
• • TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 8210600 • Fax (413) 821 0631
John P. Stone • Superintendent
MEMORANDUM
John Stone -DPW Supt.; File
Engineering Depannent
March 5, 2009
Defmitive Plan -Cecelia Estates -School Street -Cincotta
~ 002/003
Per your request dated February 2, 2009, Engineering has reviewed the Definitive Subdivision Plan entitled,
"Cecelia Estates, School Street Agawam, MA; Prepared for: Alice Lane Realty, LLC, 54 Barney Street,
Agawam. MA; Prepared by: D.L.Bean, Inc., 40 School Street. Westfield, MA; Scale: 1 Inches = 40 Feet; Date:
1-30-2009," and we have the following comments:
I. Please show the building envelope for the proposed lots.
2. Engineering's inspector ,.,jtnessed groundwater at 5' depth not 7' as stated on the plans for test pit #1.
Please review the result of the soil evaluator's data and clarify this issue.
3. The proposed outlet control device calls for; 1-1.75" outlet and 3-2.5" orifices. The minimum allowable
size for orifices is 4 inches in diameter.
4. The proposed set of catch basins at 1+50 should be moved closer to the intersection with School Street
so that additional stonnwaler can be captured and routed through the detention pond before entering the
Town's drainage system. .
5. Please provide trash rack protection against clogging for all entrances to the control structure including
the bottom pipe.
6. Please use rails for all sides of the proposed trash rack system.
7. A catch basin top or drain manhole should be added to the top of the outlet control structure to permit
access fOT cleaning.
8. The pipe entering D-pond shows 12" flared end for 15" pipe, please clarify.
9. Please provide a gradual entrance to the detention pond so that' the DPW can access it for maintenance.
10. The proposed 15" drainage pipe appears to have only 2 feet of cover. Engineering is concerned that the
pipe would be prone to damage when a DPW vehicle needs to access the pond for maintenance.
11. An anti-seep collar should be installed downstream of the DMH at northwest comer of Lot I.
12. The plans should show two standard hydrants on the proposed subdivision plan instead of one standard
and one blow-off hydrant.
13. Please show all water gate valves on the plan.
14. Proposed plans call for at least three (3) saw cuts in School Street which was paved recently. A note
shall be added to the plans stating that prior to the installation of the top course of pavement, the
Agawam DPWlEngineering Division will make a determination as whether or not the extents of the saw
cut areas on School Street will need to be milled and overlaid.
03/05/2009 16:59 FAX 4138210631 raJ 003/003 • •
15. Portions of the transition length table for the cUl"b cut detail are WU"eadable on sheet 5.
16. The proposed sidewalk should stop after it passes through the driveway for Lot 5.
17. Please confinn that the existing drainage pipe flowing out from School Street exists m a Town
easement.
18. Please add the following notes to the plans:
... If unsuitable sub-grade material is encountered during construction, the unsuitable marerial shall be removed and
replaced with adequate soils to the extents and depth directed by the Town Engineer.
b. Contractor must coordinate with the homeowners of 184 School Slfee! to keep tbe proposed DMH driveway open,
and all work must stay within the right of way.
c. If groundwater is encountered in the roadway area, sub-drains sball be constructed as necessary as directed by the
Town Engineer. ,
d. If groundwater is encountered during the construction of the detention pond. the engineer of l'CCord must propose an
alternative design for approval by tbe Town Engineer before construction can proceed.
e. Developer must place bounds prior to paving driveways; wherever driveways surround any street bound either
witness bounds or an approved bound box is to be placed.
Engineering reserves the right to make additional comments based on revisions made from the comments above
and as new information is submitted. If you have any questions please do not hesitate to contact this division.
Sincerely,
,~~.
Vladimir Caceres
Civil Engineer I
TLL./rY~ Michael C. Chase, . .
Town Engineer
03/05/2009 18:58 FAX 4138210831
To:
CC:
From:
Date:
Subject:
•
Planning Board
• TOWN OF AGAWAM
Department of Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821 0600 • FBI (413) 821 0631
John P. Stone • Superintendent
MEMORANDUM
John Stone -DPW Supt.; File
Engineering Deparment
March 5, 2009
Definitive Plan -Cecelia Estates -School Sneet -Cincotta
~ 002/003
Per your request dated February 2, 2009, Engineering has reviewed the Definitive Subdivision Plan entitled,
"Cecelia Estates, School Street Agawam, MA; Prepared for: Alice Lane Realty, LLC, 54 Barney Street,
Agawam, MA; Prepared by: D.L.Bean, Inc., 40 School Sneet, Westfield, MA; Scale: I Inches = 40 Feet; Date:
1-30-2009," and we have the following conunents: .
1. Please show the building envelope for the proposed lots.
2. Engineering's inspector -yvitnessed groundwater at 5' depth not 7' as stated on the plans for test pit #1.
Please review the result of the soil evaluator's data and clarify this issue.
3. The proposed outlet control device calls for: 1-1.75" outlet and 3-2.5" orifices. The minimum allowable
size for orifices is 4 inches in diameter.
4. The proposed set of catch basins at 1+50 should be moved closer to the intersection with School Sneet
so that additional stonnwater can be captured and routed through the detention pond before entering the
Town's drainage system.
5. Please provide trash rack protection against clogging for all entrances to the control structure including
the bottom pipe.
6. Please use rails for all sides of the proposed trash rack system.
7. A catch basin top or drain manhole should be added to the top of the outlet control structure to permit
access for cleaning.
8. The pipe entering D-pond shows 12" flared end for IS" pipe, please clarify.
9. Please provide a gradual entrance to the detention pond so that the DPW can access it for maintenance.
10. The proposed IS" drainage pipe appears to have only 2 feet of cover. Engineering is concerned thatthe
pipe would be prone to damage when a DPW vehicle needs to access the pond for maintenance.
II. An anti-seep collar should be installed downstream of the DMH at northwest comer of Lot 1.
12. The plans should show two standard hydrants on the proposed subdivision plan instead of one standard
and one blow-offhydrant.
13. Please show all water gate valves on the plan.
14. Proposed plans call for at least three (3) saw cuts in School Street which was paved recently. A note
shall be added to the plans stating that prior to the installation of the top course of pavement, the
Agawam DPWlEngineering Division will make a determination as whether or not the extents of the saw
cut areas on School Street will need to be milled and overlaid.
03/05/2009 16:56 FAX 4138210631 IaJ 003/003 • •
15. Portions of me transition length table fOf the curb cut detail are unreadable on sheet 5.
16. The proposed sidewalk should stop after it passes through the driveway for Lot 5.
17. Please confum that the existing drainage pipe flowing out from School Street exists in a Town
easement.
18. Please add the following notes to the plans:
a. Ifunsuitable sub-grade material is encountered during constructioo. the UDsuitable material shall be removed lind
replaCed with adequate soil, to the extents and depth directed by the Town Engineer.
b. Contractor must coordinate with the homeowners of 184 School Street to keep the proposed DMH driveway open.
and all work must stay wilhin the right of way.
c. If groundwater is encountered in the roadway area, sub-drains shall be constructed as necessary as directed by the
Towo Engineer.
d. If groundwater is encountered during the construction of me dotention pond, the eogineer of record must propose lin
alternative desigo for approval by the Town Engineer before construction can proceed.
e. Developer must place bounds prior to paving driveways; wherever driveways surround any street bound either
witness bounds Dr lin approved bound box is to be placed.
Engineering feserves the right to make additional comments based on revisions made from the comments above
and as new information is SUbmitted. If you have any questions please do not hesitate to contact this division.
Sincerely,
Vladimir Caceres
Civil Engineer I
s:'subdiV\l.:eet:lia ":Slnlcs\mcmos\dl!1initj"L: pl,m -memo l-b 1.!Joe
rLL.L{}/ ___
Michael C. Chase, ~. .
Town Engineer
• •
Town of Agawam
. 36 Main Street Agawam, Massachusetts 01001-1837
. .
. Tel. 413-786-0400 Fax 413-786-9927'
PLANNING BOARD
February 18, 2009
Dear Abutter:
The Planning Board has received a proposed Definitive Subdivision Plan entitled "Cecilia
Estates" for property owned by Stephen Cincotta, President -Alice Lane Realty, LLC .. The plan
shows the creation of five (5) building lots located on approximately 4.5 acres ofland at 183
School Street.
You are listed as an abuiter(within 500') and therefore must be notified of the upcoming public
hearing. The Planning Board will be holding its public hearing on this Definitive Plan at 7:00
PM, Tltursday, March 5, 2009 at the Agawam Public Library, 750 Cooper Street, Agawam.
You are encouraged to attend and comment.·
. Sincerely,
Travis Ward, Chairman
AGAWAM PLANNING BOARD
TW/DSD:prk
•
Memorandum
To: Planning Board
CC: Chief Robert Campbell
From: Sgt. Richard Niles
Subject: Definitive Plan -Cecilia Estates -School Street -Cincotta
Date: February II, 2009
Based on the plans submitted, there would appear to be little negative impact to
pedestrian, bicycle, and/or motor vehicle traffic safety.
Respectfully Submitted ~(1.~
Sg:. J. ~iles
Safety Officer
Agawam Police Department
ORIGINAL
RECFIVED
FEB)1Z009
PI ,;".(\;,1'" .lr' .··/·'· ... ARD L.t~WI hi j 'i \wi lh.J
Parcels
•
PAVELCSYK MAE S
230 SCHOOL ST
AGAWAM, MA 01001-3210
Parcel 10: LlO 4 1
WING CAROL T
146 SCHOOL ST
AGAWAM, MA 01001-3221
Parcel 10: L10 4 13
HARRASUK LORRAINE M
225 SCHOOL ST
AGAWAM, MA 01001-0542
Parcel 10: LlO 5 19
QUESNETTE LEON R
4 COREY STREET
AGAWAM, MA 01001-2712
Parcel 10: LlO 5 22
CLIFFORD JEAN M
126 ALBERT ST
AGAWAM, MA 01001-2604
Parcel 10: LlO 5 25
SANDON REALTY LLC
P.O. BOX 307
HADLEY, MA 01035
Parcel 10: LlO 4 25
LETOURNEAU CAROL
259 STEIGER DRIVE
WESTFIELD, MA 01085-4933
Parcel 10: LlO 4 5
LAFLAMME DANIEL S
178 SCHOOL ST
AGAWAM, MA 01001-3221
Parcel 10: LlO 4 8
WILSON JENNIFER L
143 SCHOOL ST
AGAWAM, MA 01001-3221
Parcel 10: LlO 5 10
CRANSTON RICHARD
171 SCHOOL ST
AGAWAM, MA 01001
Parcel 10: LlO 5 13
• GABEL MARILYN TRUSTEE
156 SCHOOL ST
AGAWAM, MA 01001-3221
Parcel 10: LlO 411
HALE MEEKINS RESIDENCE INC
342 BIRNIE AV
SPRINGFIELD, MA 01107
Parcel 10: LlO 5 16
PALLAZOLA JILL M
16 COREY ST
AGAWAM, MA 01001
Parcel 10: LlO 5 20
SIBILIA,JEAN Y
2 COREY ST
AGAWAM, MA 01001-2712
Parcel 10: L10 5 23
DEJOINVILLE STEPHEN R
120 ALBERT ST
AGAWAM, MA 01001-2604
Parcel 10: LlO 5 26
EN NACO RALPH A
216 SCHOOL STREET
AGAWAM, MA 01001-3210
Parcel 10: LlO 4 3
COBLE, KRISTE
194 SCHOOL ST
AGAWAM, MA 01001-2537
Parcel 10: LlO 4 6
MELLONI KAREN
172 SCHOOL STREET
AGAWAM, MA 01001-3221
Parcel 10: LlO 4 9
BUISO LISA C
149 SCHOOL ST
AGAWAM, MA 01001-3200
Parcel 10: LlO 5 11
FIESTER JOHN S
7 HIGHLAND AVENUE
MONSON, MA 01057
Parcel 10: LlO 5 14
• LABORDE RAYMOND S JR
152 SCHOOL ST
AGAWAM, MA 01001-3221
Parcel ID: LlO 4 12
VIENS RONALD F
213 SCHOOL STREET
AGAWAM, MA 01001-3241
Parcel 10: LlO 5 17
JOHNSON ROBERT W JR
10 COREY STREET
AGAWAM, MA 01001-2712
Parcel 10: LlO 5 21
BRITTON TERRY L
1 COREY ST
AGAWAM, MA 01001-2711
Parcel ID: LlO 5 24
PETERSON BRUCE A+
222 SCHOOL ST
AGAWAM, MA 01001
Parcel 10: LlO 4·2
BEAUREGARD THERESA F
208 SCHOOL ST
AGAWAM, MA 01001-3210
Parcel 10: LlO 4 4
GOHN CRAIG S
184 SCHOOL ST
AGAWAM, MA 01001-3221
Parcel ID: L10 4 7
TOWN OF AGAWAM
36 MAIN ST
AGAWAM, MA 01001-1825
Parcel 10: LlO 5 1
JAEGER CONSTANCE M
161 SCHOOL STREET
AGAWAM, MA 01001-3200
Parcel 10: LlO 5 12
PELLEGRINO DOMENIC
17 HEARTHSTONE DR
AGAWAM, MA 01001-3238
Parcel ID: LlO 5 40
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Parcels • • Page 2 of 5
.
Bun MICHAEL C GALLERANI DONALD W GRASSO STEVEN
25 HEARTHSTONE DR 33 HEARTHSTONE DR 41 HEARTHSTONE DR
AGAWAM, MA 01001-3238 AGAWAM, MA 01001-3238 AGAWAM, MA 01001-3238
Parcel lD: LlO 5 41 Parcel lD: LlO 5 42 Parcel lD: L10 5 43
SULLIVAN MARK A MALONE TIMOTHY M LAFOE BARRY J
40 HEARTHSTONE DR 32 HEARTHSTONEDR 26 H EARTHSTON E DR
AGAWAM, MA 01001-3238 AGAWAM, MA 01001-3238 AGAWAM, MA 01001-3238
Parcel lD: LlO 5 44 Parcel lD: LlO 5 45 ParcellD: LlO 5 46
HOWE JEFFREY S YOUNG GEOFFREY R DRUMMOND JOHN N+
16 HEARTHSTONE DR 125 SCHOOL ST 135 SCHOOL ST
AGAWAM, MA 01001-3238 AGAWAM, MA 01001-3200 AGAWAM, MA 01001-3200
ParcellD: LlO 5 47 ParcellD: LlO 5 7 ParcellD: LlO 5 8
CLEVELAND JOHN A SPEZIALl AN N J WARREN DOROTHY F
116 EDWARD ST 113 ALBERT ST 119 ALBERT ST
AGAWAM, MA 01001-2621 AGAWAM, MA 01001-2600 AGAWAM, MA 01001-2600
ParcellD: Ll1 2 10 Parcel lD: Lll 26 Parcel lD: Ll1 2 7
TANGUAY BRUCE L GUENARD SUSAN M HULL MARK R
19 COREY ST 122 EDWARD ST 115 EDWARD ST
AGAWAM, MA 01001-2732 AGAWAM, MA 01001-2621 AGAWAM, MA 01001-2615
ParcellD: L11 28 Parcel lD: Ll1 2 9 ParcellD: Ll1 3 12
SCHOOLCRAFT RICHARD A RIVAS ELlSABEL OWNER UNKNOWN
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AGAWAM, MA 01001-2733 AGAWAM, MA 01001-2733 AGAWAM, MA 01001
Parcel lD: Ll1 3 13 ParcellD: Ll1 3 16 ParcellD: Ll1 3 18
DAHDAH KURT J GOBEILLE RAYMOND J JR GRIMALDI ADAM J
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AGAWAM, MA 01001-2712 AGAWAM, MA 01001 AGAWAM, MA 01001-2712
ParcellD: Ll1 4 2 ParcellD: L11 4 3 Parcel lD: L11 44
LEBOEUF MARYANN ALBANO KENNETH A RANDALL STUART W
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AGAWAM, MA 01001-2712 AGAWAM, MA 01001-3238 AGAWAM, MA 01001-3238
Parcel lD: Lll 4 5 Parcel lD: Lll 4 6 ParcellD: L11 4 7
AWAND ELAINE DILLON CYNTHIA C OUTHUSE SALLY A
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AGAWAM, MA 01001-2725 AGAWAM, MA 01001 AGAWAM, MA 01001-2739
ParcellD: Ll1 5 1 ParcellD: Ll1 5 10 Parcel lD: Lll 5 11
MITCHELL TINA V DEPALO ANTHONY T + CONNORS PATRICIA A
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Parcel lD: L11 5 12 Parcel lD: Ll1 5 13 ParcellD: Lll 5 14
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AGAWAM, MA 01001-2739 AGAWAM, MA 01001-2739 AGAWAM, MA 01001-2740
Parcel 10: LI1 5 15 Parcel 10: LI1 5 16 Parcel 10: LI1 5 17
DALE JOELLE M BANDARRA MADELINE A CALABRESE LYNNE E
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AGAWAM, MA 01001-2725 AGAWAM, MA 01001-2725 AGAWAM, MA 01001-2742
Parcel 10: LI1 52 Parcel 10: Lll 53 Parcel 10: LI1 539
SLATTERY CHRISTINE T BARTON WILLIAM T DALEY MICHAEL J
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AGAWAM, M A 01001-2725 AGAWAM, MA 01001-2742 AGAWAM, MA 01001-2743
Parcel 10: LI1 5 4 Parcel 10: LI1 540 Parcel 10: LI1 541
GEBEAU GAIL L DALTON COLLEEN M DROZDA ANDREA L
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AGAWAM, MA 01001-2743 AGAWAM, MA 01001-2743 AGAWAM, MA 01001-2743
Parcel 10: LI1 542 Parcel 10: LI1 5 43 Parcel 10: Lll 544
EATON DEBRA NEWMAN OONALD R MILLER WAYNE R
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AGAWAM, MA 01001-2743 AGAWAM, MA 01001-2743 AGAWAM, MA 01001-2743
Parcel 10: Lll 545 Parcel 10: LI1 5 46 Parcel 10: LI1 5 47
DEROSE KATIE J FRAIN WILLIAM F SCALISE ANDREA
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AGAWAM, MA 01001-2743 AGAWAM, MA 01001-2744 AGAWAM, MA 01001-2725
Parcel 10: LI1 5 48 Parcel 10: LI1 5 49 Parcel 10: Lll 55
CHEUNG WINNIE MORIARTY,ERIN B ALLEN WAYNE J
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AGAWAM, MA 01001 AGAWAM, MA 01001 AGAWAM, MA 01001-2744
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AGAWAM, MA 01001 AGAWAM, MA 01001-2744 AGAWAM, MA 01001-2744
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BENOIT LAURIE A PALMER DONNA L NEILSON NANCY
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AGAWAM, MA 01001-2746 AGAWAM, MA 01001-2746 AGAWAM, MA 01001-2746
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BREGLIO WILLIAM P JR LANDRY LORRAINE A SZYMANSKI JOANNE D
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Parcel ID: Lll 5 71 Parcel ID: Ll1 5 72 Parcel ID: Ll1 573
REDSTON KAREN A+ PROVOST NORMA J VERON ESI GUY
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Parcel ID: L11 574 Parcel ID: Lll 5 75 Parcel ID: Lll 5 76
MANN THERESA A KWARTLER ADELLE B VEILLEUX DONALD J
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PARSONS ROBERT A JR MANYAK WYNTER E JAROSZ VICTOR
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BRESSAN JOYCE M
235 SCHOOL STREET
AGAWAM, MA 01001-3237
Parcel ID: M10 81
CUMMINGS ANNE H
15 PLANTATION DR
AGAWAM, MA 01001-3232
Parcel ID: Mll 2 15
GENTILE CAROL
18 PLANTATION DR
AGAWAM, MA 01001-3233
Parcel ID: M11 2 18
BOISSY DANIEL A
21 PLANTATION DR
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Parcel ID: M11 2 21
DIAMOND NIOBE M
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AGAWAM, MA 01001-3233
Parcel ID: M11 2 24
• FETHER INC
431 SPRINGFIELD STREET
AGAWAM, MA 01001-1513
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TRENCH GARY S
243 SCHOOL STREET
AGAWAM, MA 01001-3237
Parcel ID: MlO 8 2
MUDAWAR MICHAEL Z
16 PLANTATION DR
AGAWAM, MA 01001-3232
Parcel ID: M11 2 16
JUDD ELEANOR M
19 PLANTATION DR
AGAWAM, MA 01001-3233
Parcel ID: Mll 2 19
MORRIS JOSEPH A
22 PLANTATION DR
AGAWAM, MA 01001
Parcel ID: M11 222
• FERRENTINO LUIGI
238 SCHOOL ST
AGAWAM, MA 01001-3210
Parcel ID: M10 314
HART BONNIE S.
14 PLANTATION DR
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Parcel ID: Mll 2 14
KRAWIEC JOHN A
17 PLANTATION DR
AGAWAM, MA 01001-3233
Parcel ID: Mll 2 17
LAPPIN ROSANNE
20 PLANTATION DR
AGAWAM, MA 01001-3233
Parcel ID: Mll 2 20
BARKER SHARON A
23 PLANTATION DR
AGAWAM, MA 01001-3234
Parcel ID: M11 2 23
h!tp:/lhosting.tighebond.comlagawamlprintLabels.aspx?dist=50O&pid=L 1 0 5 15&coords=
Page 5 of5
2/5/2009
•
AGAWAM PLANNING BOARD
LEGAL NOTICE
•
The Agawam Planning Board will hold a public hearing on Thursday, March 5, 2009 at 7:00 PM
at the Agawam Public Library, 750 Cooper Street, Agawam, MA. The purpose of this hearing
will be to hear the petition of Cincotta on a Definitive Subdivision Plan entitled "Cecilia
Estates", School Street.
By Order of Travis Ward, Chairman
AGA W AM PLANNING BOARD
To be run 2/19109 & 2126109.
To the Department Officer ~oL·;""
Received of
Date:
;r T asu?!fiJ
212/2009
--~
Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
. Tel. 413-786-0400 Fax 413-786-9927
MEMO
TO: Engineering Department, Fire Dept; Safety Officer, Health Dept .
FROM: Planning Board
SUBJECT:. Definitive Plan -Cecilia Estates -School Street -Cincotta p> D
DATE: February 2;.2009
Please review and comment on·the attached Definitive Plari for Cecilia Estates on School Street
prior to the Board's March 5, 2009 meeting.
Thank you .
. DSD:prk
>
oJ
~
>
D.L. BEAN, INC.
Land consultants.
Forty School Street
WESTFIELD, MASSACHUSEnS 01085
(413) 562·7566
FAX (413) 562·2091
[1rnw~@[p 'IT~rm@~DW&[1
," -'" .
DATE I JOB NO.
Januarv 10 ?OOq
ATTENTION
RE: TO Mike Chase, Town Engineer "Cecelia Estates"
Pronosed Subdivision
183 School Street for:
Steve Cincotta
WE ARE SENDING YOU 1l!I Attached o Under separate cover via __________ the following items:
o Shop drawings o Prints DI Plans o Samples 10 Specifications
o Copy of letter o Change order rn Storm Permit Application
COPIES DATE NO. DESCRIPTlON
1 1-30-09 4 Storm Permit Application & Fee of $200 (D.L. Bean Inc. )
1 Jan. 200' 49 Storm Drainage AnalYsis & Design
V 1 1-30-09 30 Definitive Subdivision annlication documents o & M Plan etc.
V-I 1-30-09 7 . rn~nl 0'0 00' nl' Do.'n' H .. o. ", on ""'o~oHo ~. " -
THESE ARE TRANSMITIED as checked below:
!XI For approval o Approved as submitted o Resubmit ___ copies for approval
o For your use o Approved as noted o Submit ____ copies for distribution
o As requested o Returned for corrections o Return corrected prints
o For review and comment 0 _____________________________________ __
o FOR BIDS DUE _____________ _ o PRINTS RETURNED AFTER LOAN TO US
REMARKS __ ~M~i~k~e~:~~I~f~y~o~uLJh@a~v~e~alln~y~Qyu~e~s~t~io~nlls~o~r~c~ownwc~e~r~n~s~.~p~l~e~a~s~e~J~e~t~ll~s~knDnOWHl'_TLbnaaDnk~·y~QW1~1~-
H:a 1\ 21009
COPYTO_~P=l=a~n~n=in~g_D~ep~a~r~t~m~e~n~t~~~~ ________ _ ~-~-'-----
" ....... 1 ... 0:: .................. ,..,.., .... " ... tori "/nril" "nfltv 110: lit "nr.A. David"L. Bean. President
, ,"
BOND NUMBER: 0137772
SUBDIVISION PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS, that STEPHEN R CINCOTTA, WITH OFFICES AT 54 BARNEY.
STREET, AGAWAM, MA 01001 as Principal, and BERKLEY REGIONAL INSURANCE COMPANY, a corporation duly
organized in the state of Delaware with offices at PO BOX 481, 485 MAIN STREET, LEWISTON, ME 04243, lawfully
registered to do business in the Commonwealth of Massachusetts, as Surety, are held and firmly bound unto TOWN OF
AGAWAM, a Massachusetts municipality with offices at 1000 SUFFIELD STREET, AGAWAM, MA 01001, as Obligee, in the
penal sum of TWO HUNDRED EIGHTEEN THOUSAND AND 00/100 DOLLARS ($218,000.00) for the payment of which well
and truly to be made, the said Principal and Surety bind ourselves, our heirs, administrators, executors, successors and
assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has obtained approval from the Agawam Planning Board of a definitive subdivision plan
captioned CECELIA ESTATES, ALICE LANE, DAVID MILL, AGAWAM, MA surveyed for STEPHEN R CINCOTTA dated_
-------:--::--c--:---:-~. which plan is recorded in the __ -:--::-:--__ :--___ --:-::--_----, __ _
_____ and Principal is obliged under the terms of a certain Performance Agreement and Covenent between the
Principal and Obligee; and
NOW, THEREFORE, if the Principal well and truly complies with all obligations and conditions set forth in the
approvals by the Agawam Planning Board approving the definitive subdivision plan concerning the design, construction,
installation, maintenance and use of all rights of way, storm, water drainage systems and structures, and all required utilities by
completing said subdivision in accordance with the approved definitive subdivision plan, the Performance Agreement and the
. rules and regulations of the Agawam Planning Board then this obligation is void, otherwise to remain in full force and effect
unless or until released by the Agawam Planning Board pursuant to Section 81U of Chapter 41 of the General Laws of the
Commonwealth of Massachusetts.
IN NO EVENT SHALL THE SURETY BE LIABLE for a greater sum than the penalty hereof. No right of action shall
accrue hereunder to or for the use or benefit of anyone other than the Obligee. The Principal shall be made a party of any suit
or action for recovery hereunder, and no adjustment shall be rendered against the Surety in excess of the penalty of this
. instrument.
IN WITNESS WHEREOF, the said Principal and Surety have by their duly authorized representatives signed and
sealed this instrument this 27tl1 day of AUGUST, 2009.
STEPHEN R CINCOTTA
PRINCIPAL
BY .sL::;:-! f? Cl.-ld:
BERKLEY REGIONAL INSURANCE COMPANY
SURETY
'.
--
• POWER OF ATTORNEY
BERKLEY REGIONAL INSURANCE COMPANY
WILMINGTON, DELA WARE
No. 322c
NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully.
KNOW ALL MEN BY THESE PRESENTS, that BERKLEY REGIONAL INSURANCE COMPANY (the "Company"), a
corporation duly organized and existing under the laws of the State of Delawarej having its principal office in Greenwich,
Connecticut, has made, constituted and appointed, and does by these presents make, constitute and appoint:
Nalley L. Castollgllay, Robert E. Shaw, Jr. or Heidi Rot/zell of Skillillgs -Shaw & Associates, Illc. of Lewistoll, Maille
its true and lawful Attorney-in-Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and
deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation
shall exceed Thirty Million and 00/100 Dollars ($30,000,000.00), to the same extent as if such bonds had been duly executed and
acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons.
This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware,
without giving effect to the principles of connicts of laws thereof. This Power of Attorney is granted pursuant to the following
resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on August 21,2000:
"RESOLVED, that the proper officers of the Company are hereby authorized to execute powers of attorney authorizing and
qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations on
behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and
further
RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or
other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner
and to the extent therein stated; and further
RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and
further
RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power
of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other
suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as though
manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or
persons who shall have lieen such officer or officers of the Company, notwithstanding the fact that they may have ceased to be
such at the time when such instruments shall be issued."
IN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its
corporale seal hereunto affixed this J t~day of [) ,k~ 2007. .
(Seal)
::est:~I/~ Berkley Regi~_t~) Company
By ,.tJ f': 4 .
Ira S. Lederman Robert P. Cole
Senior Vice President & Secretary Senior Vice President
. WAn81i\'G: nils POWER IN'; :\LlD II: NOT PRINTED ON BLU .. : "BERKLEY" SECURITY PAPER.
STATE OF CONNECTICUT)
) ss:
COUNTY OF FAIRFIELD )
Sworn to before me, a Notary Publi~ in the State of Connecticut, this )2. day of (!) f!_~'-'Vv. 2007, by Robert P. Cole and Ira S. Lederman
who are s\varn to me to be the Senior Vice President. and the Senior Vice President and Secretary. respectively, of Berkley Regional Insurance
Compony. E.;; .. , KILLEE
M' '. ''''. Notary Public, State of Connecticut
CERTIFICATE
. I. the undersigned, Assistant Secretary of BERKLEY REGIONAL INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a
true, correct and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked or rescinded and that the
authority of the Attorney-in-Fact set forth therein, who executed the bond or undertaking to which this Power of Attorney is attached, is in full
force and effect as of this date.
Given under my hand and seal of the Company, this 2 7THday Of __ A_U_G_U_S_T--:o-r--__ 2_0_0_9,= __
(Seal) ~?-/~
EM" '
Fm ,"~bl, OO~i_"O"/ r ' rill ',ofwhi'" i, ",<'by
acknowledged, ALICE LK/ ~ Y) ( 1/ 'ty company with a
principal place of business it\ J OJ l!.-\er referred to as '
the "Grantor"), hereby grants u. ~ n ~ I A. 6vJ' ~OMPANY,
a Massachusetts corporation witll\ f\Y J 'J (q VNJ ~ County of
Hampden, Commonwealth of Ma\ fJ 0 f \N NEW
ENGLAND, INC., a New York '\ (1\1 ' /,.s of 185
F~klin Street, Boston, C~unty of 8Ul eV ' , /"'successors and
assigns (heremafter collectIvely referred\ /11ght to lay, construct,
reconstruct, maintain, operate, replace an~ /,.ld under the land hereinafter
described, electric distribution systems co~, /guy, braces, wires, pipes, cables,
conduits, transformers, manholes, anchors, siic\ /,<Jle;,' transformer pads, pedestals, meters,
structures for streetlights and traffic signals, fixtwes and other appurtenances useful in providing
electric service such as the Grantee may from time to time see fit to install (including wires, cables
and conduits running from the poles, transformers and pedestals to any structures erected on the
premises); the right to provide electric service by means of the same; and the right to enter said land
for the purpose of inspecting, maintaining, or removing same; and the right to trim and keep
trimmed, cut, and remove such trees as in the judgment of the Grantee are necessary to maintain il~
services.
Said electric distribution systems are located by said Grantee within the way shown on
Alice Lane and in a ten (10') foot strip within Lot #2 on land in the Town of Agawam, in Hampden
County, Commonwealth of Massachusetts, as described in a deed to Grantor as recorded with the
Hampden County Registry of Deeds in Book 17561, Page 297 and as more particularly shown on a
plan of land entitled "Definitive Subdivision Plan, Cecelia Estates, Agawam, Massachusetts",
dated January 30, 2009, revised April 20, 2009 and recorded in the Hampden County Registry of
Deeds on , 2009 in Book of Plans , Page ___ _
(the "Easement Area").
The Grantor agrees. except with the written permission of the Grantee. which permission
shall not be unreasonably withheld, that (I) no building, structure, other improvement or
obstruction shall be located upon: there shall be no excavation. filling. flooding or brrading of; and
, \
there shall be no planting of trees or shrubbery upon the Easement Area,\including, but not limited
to, the area occupied by the wires and cables running from poles, tran1f6rmers and/or pedestals to
any structures erected on the Gr~to.r's premises; and (2) nothing shall.?~ attached. temporarily or
EASEMENT
For valuable consideration of One ($1.00) Dollar, receipt and sufficiency of which is hereby
acknowledged, ALICE LANE REALTY, LLC., a Massachusetts limited liability company with a
principal place of business at 54 Barney Street, Agawam, Massachusetts (hereinafter referred to as
the "Grantor"), hereby grants unto WESTERN MASSACHUSETIS ELECTRIC COMPANY,
a Massachusetts corporation with offices at One Federal Street, in the City of Springfield, County of
Hampden, Commonwealth of Massachusetts, its successors and assigns, and VERIZON NEW
ENGLAND, INC., a New York corporation with a principal office in Massachusetts of 185
Fnanklin Street, Boston, County of Suffolk, Commonwealth of Massachusetts, its successors and
assigns (hereinafter collectively referred to as the "Grantee"), the perpetual right to lay, construct,
reconstruct, maintain, operate, replace and rebuild on, across, over and under the land hereinafter
described, electric distribution systems consisting of poles, guy, braces, wires, pipes, cables,
conduits, transformers, manholes, anchors, silos, handholes, transformer pads, pedestals, meters,
structures for streetlights and traffic signals, fixtures and other appurtenances useful in providing
electric service such as the Grantee may from time to time see fit to install (including wires, cables
and conduits running from the poles, transformers and pedestals to any structures erected on the
premises); the right to provide electric service by means of the same; and the right to enter said land
for the purpose of inspecting, maintaining, or removing same; and the right to trim and keep
trimmed, cut, and remove such trees as in the judgment of the Grantee are necessary to maintain il~
services.
Said electric distribution systems are located by said Grantee within the way shown on
Alice Lane and in a ten (l0') foot strip within Lot #2 on land in the Town of Agawam, in Hampden
County, Commonwealth of Massachusetts, as described in a deed to Grantor as recorded with the
Hampden County Registry of Deeds in Book 17561, Page 297 and as more particularly shown on a
plan ofland entitled "Definitive Subdivision Plan, Cecelia Estates, Agawam, Massachusetts",
dated January 30, 2009, revised April 20, 2009 and recorded in the Hampden County Registry of
Deeds on , 2009 in Book of Plans , Page ___ _
(the "Easement Area").
The Grantor agrees, except with the written permission of the Grantee, which permission
shall not be unreasonably withheld, that (\) no building, structure, other improvement or
obstruction shall be located upon; there shall be no excavation, filli,ng, flooding or grading of; and
there shall be no planting of trees or shrubbery upon the Easement Ar~!l>\including, but not limited
to, the area occupied by the wires and cables running from poles, tran11'ormers and/or pedestals to
any structures erected on the Granto.r's premises; and (2) nothing shall be attached, temporarily or , -:-.
. ~
permanently, to. any property of the Grantee erected or installed by virtue of this easement. The
Grantee may, without liability to the Grantor and at the expense of the Grantor, remove and dispose
of any of the aforesaid made or installed in violation of the above and restore said land to its prior
condition. In the event of the damage to or destruction of any of said facilities of the Grantee by the
Grantor or agents or employees thereof, all costs of repair or replacement shall be borne by the
Grantor.
Any additional poles, guys, wires, cables, braces, conduits and other appurtenances which
may be necessary or advisable in the opinion of the Grantee to provide electric service by means of
said system are to be located by the Grantee in such places on, upon, under, over and across the
Easement Area as may be reasonable and consistent with the use of the Easement Area at the time.
The Grantee, by the acceptance of this easement, agrees that upon request of the Grantor
and upon execution and delivery to the Grantee of rights and easements, identical or otherwise,
acceptable to the Grantee, it will relocate at the expense of the Grantor, or allow the Grantor to
perform such relocation work provided that the Grantor has provided the Grantee with a
performance bond in an amount equal to the cost of performing such work and provided further that
allowing the Grantor to perform such relocation work is not prohibited by then-current collective
bargaining agreemcnt(s) governing Grantee's employees, any part of said electric distribution
systems which the Grantor may reasonably request to be relocated, provided that such relocation is
practicable and consistent with sound engineering principles and applicable safety requirements.
The Grantee further agrees, by the acceptance of this easement, that as long as and to the
extent that the electric distribution systems, together with appurtenances, located on the Easement
Area pursuant to this easement are used to provide electric service, the Grantee shall repair, replace
and maintain such facilities at its own expense (except otherwise provided in the third paragraph
hereof) and in connection with any repair, replacement or maintenance of said system the Grantee
shall promptly restore the premises to substantially the same condition and quality as existed prior
to such repair, replacement or maintenance, provided, however, that such restorations shall not
include any structures, other improvement or plantings made by the Grantor contrary to the
provisions herein.
Any rights herein described or granted, or any interest therein or part thereof, may be
assigned herein for the transmission of electric service, and the Grantor hereby agrees to and
2
ratifies any such assignment and agrees that the interest so assigned may be used by the assignee
therein for said purposes.
The words "Grantor" and "Grantee" shall include lessees, heirs, executors, administrators,
successors, and assigns where the context so requires or permits.
TO HAVE AND TO HOLD the premises unto it, the said Grantee, its successors and
assigns, forever.
Executed as a sealed instrument this __ -,day of May, 2009.
ALICE LANE REALTY, LLC
By:
Witness STEPHEN R. CINCOTTA, Manager
COMMONWEALTH OF MASSACHUSETTS
HAMPDEN,ss.
On the day of May, 2009, before me, the undersigned notary public, personally
appeared the above-named STEPHEN R. CINCOTTA, Manager of ALICE LANE REALTY, LLC,
proved to me through satisfactory evidence of identification, which was personal knowledge, to be
the person whose name is signed on the preceding document, and acknowledged to me that he
signed it voluntarily for its stated purpose.
, Notary Public
My Commission Expires:
3
FOR
TOWN OF AGAWAM
COORD. SYSTEM
N: 391916.4882
E: 299536.2551
I-
fH a:
f-en
...J o o
J:
() en
(J) o
o '" :.r "-
(f)
I
LAND N/F
RICHARD l:KANOiIUN &;
TAMMY CHANCELLOR
(DEED BK, 15396 PG. 447)
I
I ,
I
I
I
~-.ZONE: UNt!
I", I'I~
"'15 ... r-f:3, ~ p.J C\j
lr a:: <0 I.[) I~ Ii) ...,f I
I
1 ---
LAND N/F
CONSTANCE M. JAEGER
(DEED BK. 8123 PG. 268)
I f..-"-1 r~:;-1f-~I ~~"-: -= N1 (J) :
! \"-2'37'54" W I I~_~_
, --... / : I ~""--_-'_ JQHN~DFlrs~ER & I 147.89' <'" /" -----I \ i /
JENNIFER A. FIESTER I / (,./-: /
(DEED BK. 15440 pC;, 311) -0" , tn I I
20' WIDE STORM
DRAIN EASEMENT
0 -~ STORM DRAIN EASEMENT 0 I 0. / Ifi~ . tv I "-~ I ",I I~~I
to ' '<O¥I I m: +/ ....... /
'~"': I
95.71' \ <D 1 25,068 S.F.-I I
---------~-~ I I / I ~ S 18'16'38" E I, I , __ _
/: ! I _--1
(
_______ ~ 1 >: 1 /_
<" f N 13'05'48" W ~
I S 63"16'3,8" E :. : //
I I 19.75 : ~ t /"
I I Co GARAGE/BAR~ : "': / _ ~ _ -_ ~ __ , ~ ~~-l-I ~ 0 BE MOVE I .;-: / //1 /. 1,,""1~' ® : ;::: 1 I / -R <0 0 " ~ 2.:: (f) 1 1/ /.,/ ~6q;' 0''', ~ ~ t / /~ o~ \
ill ~ 25,947 S.F.:t i i / /I,'<:J'<J \\ ~ f', I I ! //
(/) ~~~ _______ ...J L ____ -1 f'V \
+ 10' WIDEJ R=15.00' I I R=15.00' 15,700 S.F.= UTILITY L~23.36' "-...) _ \ I
, EASEMENT _ ----....:. \ J
--
" CECELIA ES TA TES
LAND N/F
ROBERT W. JOHNSDNi
JR. & LISA A. JOHNSON LAND N/F
(DEED BK.6513 PG. 435) JILL M. PALLAZOLA &
-JEFFREY T. SljPRENANT
(DEED BK.12815 PG. 267)
--
LAND N/F
MARYANN LEBOEUF
(DEED BK.9571 PG. 62)
--------, -----.... --
LAND N/F
ADAM J. GRIMALDI
(DEED 81<.13351 PG. 531) LAND N/F
RAYMOND J. GOBI:.ILLI:.,
JR. & CARRIE A.
GOBEILLE
--... tDW4i/
S'fii<<r 1)
Jli.EJf:R>
SI'F/e.,'
LOCUS IMP
LAND N/F
KURT J. DAHDAH
(DEED 61<.5677 PG. 501)
---...... ;\ ---
/
SITE~
'* SCHOOL STREET
~~±:Z!'i ---126.40' ---- --:j [' 40-:02" l-:l-- - - - ------ ---=-z: -53~;; --: I TOWN OF AGAWAM j
~ I N COORD. SYSTEM I
LAND OF ~ ~ CORty COLONIAL CONDOMINIUM
00 0 I N: 392251.7687 6 I ;; ~ ALICE 1 LANE E: 299442.0358 j-)9 I
C'; ~ (SEE BOOK OF PLANS 186 PAGE 2-3)
;,.,
"-R'" 15.00' .;-I' ", //
/'-.
z: L=22.88' ,''/
' I S 18'16'38" E 411.39 /
<Xl -" , ~ _ * 120 03' --, ~ 49.72' ----~ /' 630.11' ~ I J20~~~-~~~3P~A~RC~E~.L~A~~1~4~4.~29~~~~~~=/t\~*~P~A~RCEE~L~.~B~9~7~.3~5~~0~2~.:7~\~~JP~A~RC~E~L~C~~~·~~15~.0~2~'~t\~::~~~_~_~_::-~·=---------r--------------------------------------;~-;~~~~~------------r_--------------------------------__________ ~: :.; 0.68'· ± 160.00' 15.02' \ . --3' 97.35,15. ,\ .F± 120.03' -' -" S 18'15'38" E ___ I
'" ,~ z I S 18'16'38" E Z S 18'16'38" E Z I
(f)]g S 18'16'j8" E W·± ~G.·". ~ 1 ~ ~ ~ : '7
-G~ 01 8 (;: 51"" \ ;' "" I LAND N/F ~ LAND N/F .,.. LAND N/F LAND N/F LAND N/F ~ 1 ~ ~ I DOMENIC PELLEGRINO C11 MICHAEL C. Bun 0; DONALD W. GALLERANI STEVEN GRASSO KENNETH A. AlBANO '" I / \
w
z
LAND N/F
HALE MEEKINS RESIDENCE, INC.
(DEED BK. 9445 PG. 159,
SEE PL. BK. 297 PG 43)
& FRANCESCA S. FRIGO fTl & LAURIE A. Bun fTl & LORI E. GALLERANI & JILL GRASSO & LAURA L ALBANO LAND OF
fTl I,(DEED BK. 8765 PG. 240) (DEED BK. 8549 PG. 189) (DEED BK. 10224 PG. 73) (DEED BK. 13320 PG. 27) (DEED BK. 8374 PG. 349) COREY COLONIAL CONDOMINIUM I
~ZONE LINE
"'\~
I I ':i .. :::>
<hI'" w '" "'I~
\
I
I
I
-.----------SEE BOOK OF PLANS 260 PAGE 121
* ~ARCEL "A" TO BE CONVEYED TO I1ALE MEEKINS RESIOENCE INC.,
PARCEL "8" TO BE CONVEYED TO DOMENIC PELLEGRINO &
FRANCESCA S. FRIGO, AND PARCEL "c" TO BE CONVEYED
TO MICHAEL C. BUTT & LAURIE A. BUTT.
/ I~~E~E (SEE BOOK OF PLANS 186 PAGE 2-3)
NOTE:
PROPERTY SHOWN IS LAND OF ALICE LANE
REALTY, LLC. FOR TITLE SEE DEED
BOOK 17561 PAGE 297. AREA OF
PARCEL SHOWN IS 4.7 ACRES ±.
120'
APPRO V AL UNDER SUBDIVISION
CONTROL LAW IS REQUIRED
PLANNING BOARD-TOWN OF
AGA WAM. MASSACHUSETTS
ZONE: RESIDENCE A-2 AND AGRICULTURE
"CECELIA ESTATES"
DATE: A{?,(\ \ \ {e I d--o C ~/ LEGEND
CHAIRMAN:
• CONCf~ETE BOUND FOUND
• IRON PIPE FOUND
18':1 GRANITE BOUND FOUND
o CONCRETE BOUNO TO BE SET
o IRON PIPE TO BE SET
TOWN CLERKS OFFICE
T~OF m!"~~ASSACHUSEns,
1,..-y..¥:~~~. CLERK OF THE TOWN o A ~M HEREBY CERTIFY THAT THE
NOTICE OF APPROVAL OF THIS PLAN BY
THE PLANNING BOARD HAS BEEN RECEIVED
AND RECORDED AT THIS OFFICE, AND THAT
NO NOTICE OF APPEAL WAS RECEIVED
DURING THE TWENTY DAYS NEXT AFTER
SUCH RECEIPT AND RECORDING OF
SAID NOTICE.
THIS SURVEY & PLAN WERE
PREPARED IN ACCORDANCE
WITH THE PROCEDURAL &
TECHNICAL STANDARDS FOR
THE PRACTICE OF LAND
SURV~~G IN THE
COMMyN;;;H !1JC£S
I CERTIFY THAT I HAVE
CONFORMED WITH THE RULES
& REGULATIONS OF THE
DEFINITIVE SUBDIVISION PLAN
MASSACHUSETTS
FOR:
ALICE LANE REALTY, LLC
54 BARNEY STREET
AGAWAM, MASSACHUSETTS
DATE: SCALE: 1" = 40'
1-30-2009 M.E,S.
.4-20 SHEET NO,
SURVEYORS &
ENGINEERS
• EANI-INC,
40 STR~ET
WESTFIELD, MASSACHUSETTS L-------1-~========~--------------------------------------~~~~~~==~-----,~30~b-F
FOR REGISTRY USE
BENCH MARK
TOP SPINDLE HYDRANT @ HOUSE#179
ELEV. = 86.05'
I
EXIST. SMH
RIM=82.84
30"Fl-71.04
EXISTING
WATER MAIN
EXISTING
HYDRANT
LAND N/F
RICHARD CRANSTON &
TAMMY CHANCELLOR
4' CIi.',IN LINK FENCE
ri3
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\
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(
18
)
6' STKD
fo'~.~NCE,
/ e-?-----I . 7' I
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LAND N/F
CONSTANCE M. JAEGER
t .?
/ 85.16
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I-
W
EXIST. /' oonn COHtROL
\
\ \
N
\
1
w a:
I-
(J) 15
TOWN OF AGAWf>.M
DRAINAGE RIGHTS EXIST. CB -+--+'1 \
RIM=80.69 EXIST. '\:> 10·INV(IN)~75.89 DRIVE D I \WG
15"'NV1'N-WLY)=73.19 15"INV IN-ELYj-73.99-+--'-.1I/ \ I
lS"INV OUT)=73.19 & \r
EXIST. CS/
RIM=77.94
15"INV(lN)= 70.58
lS"INV(OUT)=69.93
8"INV(IN)=71.S4
8"
1
O.H.W.
EXIST. CB
RIM=80.54 -::---J,~di 10·'N~'N)=75.09
lS"INV IN-ELY)=74.49
15"1 OUT -WLY)=74.44
EXIST. CB
RIM=80.3S 5"INV(lN)=75.7S
4"INV(IN)= 76.85
1 O"INV(OUT)= 75.50
EXIST. S H 4"
DRIVE
LAND N/F
JOHN S. &
JENNIFER A.
FIESTER
20' WIDE STORM
DRAIN EASEMENT
024" 1.1.
13·05'48" W
126.40' ...j
5 ONC. SIDEWALK
\
I \
..J o o :z: o
(J)
4' RIM=81 16 IN LINK FENCE
~8'-30"FL= 0.56 £)(1ST. DRIVE + !J
0~.H~.W~.i->~~~~~~~~--------------~~--8--2
U.G. VERIZON
~tllj I
> \
CABLE ---,.-\..J
EXIST. CB RIM=80.29
EXIST. CB
RIM=BO.04 I"
15"
'"
\
EXISTING -1---1
WATER MAIN
MAILBOX
o 10"APPLE
LAND N/F
6' STOCKADE
FENCE
0, HALl:: MEEKINS ~ESIDENCE. INC.
/YfiWS
C
36"OAK
o 36"OAK
PROPOSED 5' WIDE CONCRETE
SIDEWALK TO BE CONSTRUCTED FROM
fl~Oflo§[/] AUCE I)~[ TO mE
EXISTING SIDEWALK AT HEARTHSTONE DRIVE,
EXIST. BIT.
CONe. DRIVE
EXISTING
STREET SIGN
, ","-"'<r' EXISTING ~ HYDRANT
EXISTING GAANITE
SLOPED EDGING
ON RADIUS
HEARTHSTONE DRIVE
8
w 147.89' '-
B
50' ~IN.
TO CELLAR
WALL \
F.F.=89.5\
\ PROP'6sEO 60' r-
-\
50' MIN.
TO CELlAR
WALL
\, 10' WI'"
\ G®ATE ~ ~
T I 2 \ ~
\
\
\,4' HIGH HAIN LINK i NYL CrED (B~CK)
\ I
\ I TQ CEL~R \
I;A~g~M F.F=88.,\ g
r _ DRAIN 'IH#2 60' I EASEMENT '------'''''-----'',--'
I
I PROPOSED
10' WIDE
GATE
152.91' 8" APPLES
84
SHED ~
LAND N/F
DOMENIC PELLEGRINO
& FRANCESCA S. FRIGO
84 .,
\)
53.62'~ I
4 1.39'
o ,,-i!
~SHED
9
LAND N/F
MICHAFl. C. BUTT
& LAURIE A. BUTT
~
\
* PARCEL "A" TO BE CONVEYED TO HALE MEEKINS RESIDENCE INC ..
PARCEL 'B' TO BE CONVEYED TO DOMENIC PELLEGRINO <I<
FRANCESCA S. FRIGO, AND PARCEL "c" TO BE CONVEYED
TO MICHAEL C. BUTT & LAURIE A. Bun.
LAND N/F
DONALD W. GALLERANI
& LORI E. GALLERANI
APPROV AL UNDER SUBDIVISION
CONTROL LAW IS REQUIRED
PLANNING BOARD-TOWN OF
AGAWAM, MASSACHUSETTS
DATE: It .r~~ L4>.d..{J "\
~-~-y:..~~-~
CHAIRMAN;
SOIL TESTS
(PERFORMIW BY J~M'S E. LEONARD, P.E:. ON 12-30-0g,
WITNeSSED BY RICK SEIDNITZER, .AGAWAM ENGR, DEPT,)
EL=82.5' EL=82.S' EL=86.3'
if;$iHOl£ I/i TESTHOLE 12 TBTHOLE #3
TOPSOIL-
HUMOUS,
MANY ROOTS
8"
SUeSOIL-
FRIABLE,
MANY ROOTS
---------28"
SINGLE GRAIN
FINE LOOSE
SAND
---1---10'
WATER IfI) 9'
WEEPING 0 7' (EHW)
TOPSOIL-
HUMOUS,
MANY ROOTS
----t--12"
SUBSOIL-
FRWlLE,
FEW ROOTS
---f--40·
SINGLE GRAIN
FINE LOOSE
SANO
WATER @ s'
WEEPING @ 6'
(EHW)
10'
TC)P$Oil.-
HUMOUS,
FEW ROOTS
----+---9"
SU8SOll-
FRWlLE.
FEW ROOTS
~--+~-36"
SINGLE GRAIN
bOOliE ~
--1---10.5'
WATER @ 10'
WEEPING @ 10'
(EHW]
87x65
LAND N/F
ROBERT W. JOHNSON
JR. & LISA A. JOHNSON
87x56
86.98
POST/RAIL
FENCt
86x67
88x31
NEW
/WOOD
./ LINE
87x32
-
4' ctwN Ui'lK fENCE
LAND N/F
JILL M. PALLAZOLA &;
JEFf'F:EY T. SUPRENANT
/
I
I
~ -
I
)
I
l-
I
\
1
/
l-
I
r-I 84.BB
I
LAND N/F
MARYANN LEBOEUF
84x52
b-"/"
( 84.18 ~ ----
.? (../
185x29
f /
I 'i
//1
V ~ ( \
/ "-
/ "-I "-
f 630.11' ~
EZl )
I
,,' CHAIN LINK FENCE
SHED
--"\«l--~ 86 .., -'* ' -86)(08 ( --ae -=-",.. ~SHEO
LAND N/F
STEVEN GRASSO
& JILL GRASSO
/
/
LEGEND
---B6--EXISTING CONTOUR
82x84 EXISTING SPOT GRADE
----82--PROPOSED CONTOUR
• ~XISTING IRON PIP.
..... ..... "'. ~
C''''"''if<\l "-
"'-\< "-LAND N/F :,-~ . ~
KENNETH A. ALBANO <\1".:-~
& LAURA L. ALBANO ')
"
o CONCRETE BOUND TO BE SET
o IIWN PIP. TO 8E SET
STORM DRAIN PIPE
CB m CATCH BA~N
DMH 0 STORM DRAIN MANHOLE
----_. -. -' SAN SEWER PIPE
SMH 0 SAN SEWER MANHOLE
G-----,G--GAS MAIN
G.G.-GAS GATE
'.'-' ____ 'v__ UNDERGROUND VERIZON CABLE
WG' EXIST, WA lffi GA IE
w ... ---_~ WA~R MAIN
b' EXISTING HYDRANT
-e-UllUlY POlE
WA SOIL TYPES
AGA
~ TREEUNE
L. xP. DRAINAGE LOW POINT
H.xP. DRAINAGE HIGH POINT
TH# 1 ~ SOIL TEST LOCATION
LAND N/F
ADAM J. GRIMALDI LAND N/F
RAYMOND J. GOBEILLE,
JR. & CARRIE A.
86><79
GOBEILLE
\
\
'\
\
\
)
\
\
LAND OF
lANfl N/F
KURT J. DAHDAH
~
82x47 \
~
\ I
\ I
\ 82x64 I
\---j " : x5 ,)
\
\
I
I
)
(
I
I
I
~
)
c _ 4' STOCKADE
;..,.---FENCE
ROOF
DRAIN
LAND OF
COREY COLONIAL CONDOMINIUM
ROOF
DRAIN
ROOF
DRAIN
4' STOCKADE
FENCE
COREY COLONIAL CONDOMINIUM
NOTE:
NOTE:
NOTE;
ZONE LINE
GRADING PLANS ARE REQUIRED FOR ALL LOTS. AU OWNERS MUST FOLLOW THE LOT GRADING PLAN
PROCEDURE />s PER AMENDMENT TO SECTION 159-12.E. OF THE SUBDIVISION REGULATIONS.
AS BUILT GRADING PlANS ARE REQUIRED FOR ALL NEW LOTS.
pRIOR TO THE INSTALLATION OF THE TOP
COURSE OF PAVEMENT, THE AGAWAM DPW/ENGINEERING
DIVISION WILL MAKE A DETERMINATION AS WHETHER OR
NOT THE EXTENTS OF THE SAW CUTS AREAS ON
SCHOOL STREET WILL NEED TO BE MILLED AND OVERLAID
NOTE;
ALL ROOF' LEADER FROM NEW HOUSES SHALL Bt: CONNEctED INTO A DRY-WELL
PER DEP GUIDELINES. SEE DRY-WELL DETAIL ON SHEET 6 OF 7
SCALE IN FEET
I CERTIFY THAT I HAVE
CONFORMED WITH THE RULES
& REGULATIONS OF THE
REGISTER'OF DEEDS N
PREPARING THIS
ZONE: RESIDENCE A-2 AND AGRICULTURE
" " CECELIA ESTATES
EXISTING AND PROPOSED CONTOURS , ,
MASSACHUSETTS
FOR:
ALICE LANE REALTY, LLC
54 BARNEY STREET
AGAWAM, MASSACHUSETTS
DATE: 1" -
.L .BEAN. INC.
40 SCHOOL STREET
SURVEYORS &
ENGINEERS
-' .... Ow Ow ::co:: 0 ....
(/)(/)
10 INV 11'1)-75.89
EXIST, CB
RIM-8~'!\9
15"INV IN-EL~~7;;,99 15"INV IN-WL -73.19 15"INV OUT)-3.19
f?::J'{;<i:-'
LANO N/F '/ ,
RICHARD CRANSTON &
~! /"W;WlhN~N TAMMY CHANCELLOR ~ ,
:/ .N N I /' EXISTING ",OJ t()
. /. V HYDRANT .,,:
..JL.. 4' CHAIN UNK FENCE f::: ..... m'ser
, ~~~~(f) "" DRIVE ~ N 12'37'54" W
V LAND N/F ~%~ '" '.L 84->. 147.89' ..
JOHN S. & I~:# / BIT.,.~. ~ ---8~~-'::::;~==~il
1:'5 20' WIDE STORM ~ ~ ::-
I
15"
HS[ #171
i'!: 024" M. (j (f) I 3
EXIST. Ul . N 13'05'48" W ....... V ft--l'--'17-~-~""'-..
"" ~ /DRAINEASEMEN~' .~. 12 .....
DRIVE 'ftj7-l~f-'V A.. roWN OF AGAWAIA I. -_c0'l _140.65" 10' OIA "-PROPOSED 4' HI"H C .. HAIN L .. INK DR.AINAGE RIGHTS I" V ~ RI P-RAP 10' WIDE N " ,~(:E.ED 1377PG .• 25~5) ~I'.] 1~ ~¢fER~_'£4:"1A-'-_~_;:;_y~~_-=-=-C"'s'_ ~Ii)': ki~J-~~~~O,ENO GATE ~ VINYL COATED (BLACK)
, v /"'" W~B CPa I / 0 ;-; . Y 10 I <0
"EXIST. .. 10~Nv(OUT)-77JF'3 II !jf0o-? ' i/ II 24 M. 'ill' [tJ I 24" TRIO (2)2 ~
EXIST. CB DRIVE "-MAl ~OX J ~A\FROST s. I MAPLE' 15'1.'1~(iNi!. ?e).68 . I' >< ~. ~ . . WALL (2 {); Vi PROP .::.'9
8'NV(IN)~71.54 ,r ::: A n ~. ~ DRAIN II
UGHT¥§ I "
LAND N/F
CONSTANCE M. JAEGER
1.~1 I?",,~ <a 0. uO . 0' . . 0. . o·
~_.+oo
ws
58 15"INV(OUT)=69.93 J I::! EXIST. BrT. C(JNC, DRIVE ~': k I)' 1 STORM <:o~
RIM-80.S4 -1 I LANDSCAPED I
BERM /1
~
POST/RAIL FENCt~
><
EXIST. CB . POLE ill LJ( I EASEMENT "'.... CD 'B:< R= 15.00' 10"INV~IN)-75.09 1 V' DRI'~ TO ""A. ,ARO"OS"O L=23,36'1 T. I/,
lS"INV IN-ELy)-74,49 ~ -'O~» R=15,00' _ ABANDONED'::. r. : I ;0' ~Dt.. ss ,/'<+00 _
lS"INV OUT-WLYP444,,~IC I "" 1\: '~~=2425' 125.40' . .......\ 'J ~~~ I GATE 152.9 ' 8" ;::PLES ~ (.. /I~~~* \ PROP HYD
~ / . " I. .. SIDEWALK SEt: NOiE
lAND N/F
ROBERT W. JOHNSON,
~R. & LISA A. JOHNSON
8ER" ....... ' /) DMH 78 12" PVC @ 0.50% . PMH'\S.(, ,74+00 "r§' ~ ~cs~~~H_=_=~=~==.~~~'~'~~~.~~~'~~=~N~¥~=+~-$~S~M~H~=~-~I---~~-~f·~~~~~--a ... -.~ .~ ~~~~oo~~
__ 7 -L "3; ~. 1+00., W v .• +00 8" D W m' 3+00 ,\ W 3+87.,., ... / //qj WI AFTER IT PASSES THROUGH THE
LAND N/F
JILL M. PALLAZOLA &;
JEFFREY T. SUPRENANT
(1 )ORNAMENTAL
TREE
WASHED/CRUSHED
LEGEND
---86
---82--
[XISTING CONTOUR
PROPOSED CONTOUR
• EXISTING IRON PIPE
o GONCRElIi: BOUND TO BE SET
o
CB III
OMH 0
SMH 0
G>__---G
G.C,-
IRON PIPE TO BE SET
STORM DRAIN PIPE
CATCH BASIN
srORM DRAIN MANHOl£
SAN SEWER PIPE
SAN SEIlER MANHOLE
GAS MAIN
GAS GATE
,I-' ----v UNDERGRQUND VERIZON CABLE
EXIST. WATER GATE
w
WA
AGA
WG·
WATER MAIN
EXISTING HYDRANT
.,.. Vl1!.1TY P91E
SOIL TYPIiS
TREEUNE
L.xP. DRAINAGE LOW POINT
H.xP. DRAINAGE HIGH POINT
TH#1 ~ $OIL TEST LOCA nON
STONE THROUGHOUT
FOR REGISTRY USE
0' 40' 80' 120'
~""~I SCALE IN FEET
lONI:, RI:£ID[NGIi: A-2 ANP AGRIGWUURI:
" " CECEL/A ESTATES EXISr'~ * E-XISTr-r---.lc /Jv?J>qq> ... "~'W.. 411.39' / 56; IS DRIVEWAY FOR LOT 5 mM~~ ~~ L t ~~~~~~~~~~~------~~-~*~==~---~~-~*:.~P~A~R~C~E~L~C~-~~---'-~~,~~r.7~2~'~:~·¥/~-~~ E~NNT 630.11' 6"INV(lN)-76.75 ~ ~ Vii ~ R-15' PARCEL B -5 02'~ , , "INV(INl~7B,85 . t~~~jF.~p" ~~~*2~P~AR:C~ETL~A~Tl""";;;;~\--~~~~~~~-1--':'::'====i,tJjl ~'~'f 'r------~~~LE~N:G:T~H~1::.°t=~==:;~~~~~~~-O;;;;;;;~;;;;:l~~/'f"'-"*'-.;:cHAl;)UNK7t;ict---l O"INV(OUT)=75.50 EXIST. SIAH 4" "f' k P"?1 4' CHAiN LINK FENCE RIIA~81.16 \INSTALL GRAN, OXIST ~ ALICE ~ LANE r'" ff 4' c\'1AiN kiNK FENCE ~. 3O"FL~70.56 b CURB ON RADIUS '+ '!o .... ~ '@'SHED PROP. GATE VAlVES ~ ~ (BOTH SIDES' DRIVE 28''-'. G
STREET PLAN AND PROFILE
TIE PROP.WATER UHE "L' ~L"~ V'"7::\
USE ~~~:~G o.H'i.wW:-11--"5>lt1h~~[/iJ ~~'" ~~ tN~'fi'l.CE t,'f:' ~ \ \L?Ll5~ED \ SHED I -* ~ED
10'-REStRAINlS LENGTH GU;:~ I ~ 6' STOCKADE t:LLI 0 IF I
b. '. MICHAEL C. BUTT DONALD W. GAllERANI STEVEN (;RASSO o,nxlsnflGUNE POLE > 1 \ £I\~ 'HOUSE "FENCE LAND N/F \ LAN N \ LAND N/F \ lAND N F
MAILBOX \ DOMENIG Pii:lLIi:GRINO & LAURIE A. BUTT & JILL GRASSO
U.G. VERIZON ----,.\.-1
#203 \tJ &; FRANCii:SGA S, FRIGO & LORI E. GALLERANI ~ LAND N/F
CABLE .
OW"APPLE ],\' HALE MEEKINS RESIDENCE, INC.
EXIST. CB RIM=80.29 II
r----_ PROPOSED 5' WIDE CONCRETE
SIDEWALK TO BE CONSTRUCTED FROM
PROPOSED ALICE LANE TO THE
EXISTING SIDEWALK AT
HEARTHSTONE DRIVE.
t "'W 6" IN .IN~7
, , I~':.
f'-. 1--1--+-. +-1-
I~
0 , 0 :>
. f-W
:> l;:;:lll
1---
1'-'.
f,o'-0 .5
MJ: @ Qj 00 l' LT.
EX STI f.lG GR DE
--
%
\
H
'-PROP. HYD
W!GAiE VALVE
l' RESTRAINT LENGTH ON
6" TO HYDRANT
8' RESTRAINT LENGTH ON 8" ViATER MAIN"
( 1YP. ON ALL HYDRANT LOCATION)
1\ " /'
1)1AH'1lt»--" II) 10' IT,,>-.. ~c~ r..J'r3 401d~ ,LJ.
I-' " . RI D~ ~'-r::'''P'''T2" IN'S IN. 6061:
1 " INV OulT, S· 2'
ftR'~112 pC@ .5%
I~
'--1-.--. C' ... 1-.
I--. 8 @ 0.:0%
.... /.
~ .J\ ., ~ .J: LLT
R 10= 1)4 43:
" '\.
C 's @ 1>+ 0 2' R T L __ _ J
j, 4%
S~H @ <4< 2. 5 T ~3. 7'
RlI' V o~\' . ~
/
SCALES -FlORIZ: 1"=40'
VERT' 1 "=4'
--
+--_f---+---l--l--+--+RCB~S:=If!~1l+;i>'c;q'.J-P_1+i"--+_T-f/L-:-:T++-+-+--+--f-1I-~+-+-+++-++-1~it"-rnil iIlV.cj' 7iOmLT-iH":T':::=~~TIO~1··'~~91' -1-t-+-+-+++-+-t--l-I--t-t-'+-1--1-f---+-+"'I--i-+-+ +-+-"-'''1-+-+--1 r-.-+--+ -+--+'--I-hrlf---f---I---I--t--+----1--12 '1' V. OUr L~",9., 0', 1" Ilv·IUU II ~u.~.j
1---i-+-+-+-+--Hl-1I-+-+--I--+-++-+-+-r-' 1-.' 1>-::' t-If-IHf",*M++--+---+--++-t--t--+-+-+-t-t--t--t=i-r-r-t--l-t--t-t---t-1 -+-+-t----l--t ... -t-+-'~ -+--+--+---1--+--+ .. '-1-. 1-+-+-+-+-+--+--+-+-1
, NO E: FI LD VEEWY EHW DURING-"· -121 "V. (JU . , •. ~ +-++-+--f--ll-+-+-++-+-t-I-t-+-+-+-t--ll-t--J--+-+-+-t--l 1---t-t-t-t--t---fWlHH-+cqNStRU:CTI\:lN.: I~~IT )S .(1IGj1E. . _ -+--f-+-+-+-+-+-+-t-t-t-t-t-t--t-t--. r-"'f-" --.
70 TH AN sAl::l!r.ARY S!;..wtR I INF w A>
f--t--I-i---t-t--+-+-+-+--tN~~W'fN~bED'kbPYd~A 11~6 ~~f 2+~8~,_·M 4-+-+-+-r-HH---+-t-t-·+-+-+-+-+-+-I---HH--+-+
j
! --t ... i---! A~D ~NSTALLb' IMPERVIOUS TREN'CHDA,M " ... i" --AI S,A. O+JV J '
!
f---t--.. --_ .. -_. -t-t-1--+-+--+--+--+-+-+-+--+--+-+--1---+--+--+---+-+-1---+--+--1
~~~-4-+-+-+-+~~~4-4-+-+-+-r-r-~~--t-T-f-.. ~4-+-+-+-+-+~~4-4-~+-+-+-+-+-r-r,~-i·-i-"t--.... .--... f--+-+-+-++-+--+--+-+--+--t--+-+-+--t-t-+--t--t=il--J---H
. +--+--+-+ -I-' ;-t---j--I--f-J-
I-·t--+--+-+' -+. -+--I-
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
ALICE LANE REALTY, LLC
54 BARNEY STREET
AGAWAM, MASSACHUSETTS
DATE: SCALE: 1" -40'
I Cl:'l'<:ilFY THAi I HAVl:'
CONFORMED WITH THE RULES
& REGULATIONS OF THE
REGISTER OF DEfD~., N
PREP~It\/:;. THIS P'{.A "Ii.
i bo ( A A 11" __ _
1·-30-22-(O)iO~91)9~~~~Tsifu~~~ ,4-20-
. L. BEAN. INC. SURVEYORS &
ENGINEERS
100
90
so
70
60
I
40 SCHOOL STREET
DAfE:
CHAIRMAN:
APPROV AL UNDER SUBDIVISION
CONTROL LAW IS REQUIRED
PLANNING BOARD-TOWN OF
AGAWAM, MASSACHUSETTS
f)-pri! Ifp.olrP] .. iijZ3
NOTE:
A) IF UNSUITABLE SUB-GRADE MATERIAL IS ENCOUNTERED DURING CONSTRUCTION,
THE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH ADEQUATE
SOILS TO THE EXTENTS AND DEPTH DIRECTED BY THE TOWN ENGINEER .
B) CONTRAGTOR MUST COORDINATE WITH THE HOM[OWNERS OF 184 SCHOOb. STREET
TO KH't" THE ORIVEWAY OPI"N DURING THE CONSTRCU1l0N OF THE f"ROPOSED DMH. AND ALL WORK MUST SlAY WITHIN THE RIGHT OF WAY.
C) IF GROUNDWATER IS ENCOUNTERED IN THE ROADWAY AREA, SUBDRAINS SHALL BE CONSTRUCTED
AS NECESSARY AS DIRECTED BY THE TOWN ENGINEER.
D) IF GROUNDWATER IS ENCOUNTERED DURING THE CONSTRUCTION OF THE DETENTION POND, THE ENGINEER
OF RECORD MUST PROPOSE AN ALTERNATIVE DESIGN FOR APPROVAL BY THE TOWN ENGINEER BEFORE
CONSTRUCTION CAN PROCEED.
E) DEVELOPER MUST PLACE STAKES AND WITNESS PRIOR TO PAVING THE DRIVEWAYS; WHENEVER DRIVEWAYS
SURROUND ANY STRt:I:.T BOUND EITHER WITNESS BOUNDS OR AN APPROVED BOUND BOX IS TO BE PLACED.
I
SHED
I
/
/
LAND N/F
/
I
JILL M. PALLAZOLA &
JEFFREY T. SUPRENANT
LAND N/F
STEVEN GRASSO
& JILL GRASSO
LAND N/F
DONALD W. GALLERANI
& LORI E. GALLERANI \
LAND N/F
MICHAEL C. Bun
& LAURIE A. Bun
LAND N/F
fJOMCNIC PELLEGRINO
& FRANCESCA S. FRIGO
LAND N/F
HALE MEEKINS
RESIDENCE, INC.
'-1<---6' STOCKADE ,~ FENCE:
10"APPlE
n"'----u.c. VERIZON
CABLE
LEGEND
---86 --EXISTINC CONTOUR
~~~ 82 PROPOSED CONTOUR
SHE~ '--~ 86 -
lZ2
SHED
t-
W
W
0: t-
(J)
• EXISTING IRON PIPE
CONCREIEi BOUND TO BE SET
630.11'
87x32
88x31
'~~ ~S~ ROB . f\fSON"
JR. & USA A. '
87x56
86>.'67
CD
q," '0' ,y'O V0.· I ~ I \ ~ 4' HIGH CHAI~) LINK \
"'VINYL COATED (BLACK
--I ~ I
\
60'
8Sx10 / /~
/
rl"'iJ'i-MQI --:::-..;./
86x98
~ 85X16 I
'" ) S7x65
LAND N/F &'
CONSTANCE M. JAEGER
NOTE: All STORM. DRAIN PIPE SHALL BE "HI-Q SURElOK", "PERMALOC",(ASTM-794)
OR EQUAL. AS APPROVED BY THE
TOWN ENGINEER
/
j
(
{
/
/
,/
/
/
SCALES -HORIZ: 1"=40'
VERT: 1"=4'
\
)
\
\
'"
\
\
8" APPLES
60'
152.91
PROPOSED
10' WIDE
GATE
~
q, \
\
A',
~\ r~ ,
147.89'
4" HOLE ~NV.=
\ )
/
(
/
/
I
:----. ,g>
/
/
I
~
.85\
\
\
~
\r-:----=---
'. v ~~~~~;EX='S=T~M=;.=CO;.OC~.~OOn~~----~§{>l
24" M. 0 __________ _
_. 24"M.-
83'-fs" PvC@1.0%e--Oh ........
, , 140.65
-15" PVC
f~I-I'-@ 1.0%
IPlV"'"'g Lf
.0 BIT.
r--CONe.
.,24" M.O
20 WIDE STORM
RAIN tASEMENT
LAND N/F
JOHN S. &
JENNIFER A. V/-.I-o~ FIESTm __ 1'"
EXIST.
OUTLET
CONTROL
STRUCTURE
(SEE BELOW)
4' DRNE
EXIST. SMH
RIM=82.84 JO"Fl=7L04
o IRON PIPE TO BE SET
STORM DRAIN PIPE
CB III CATCH BASIN EXIST. CB
R!M=SO.35 ~ INV IN)=76.7S -....... __ 4"INV N)=76.85 DMH 0 STORM DRAIN MANHOLE
1 O"INV(OUT)= 75.50
EXIST. CB ~""t--""--_ RIM=80.S4 10"INVl'N)=7S.09 lS"INV IN-Ely)=74.49 lS"IIN OUT-wly)=74.44
EXIST. CB RIM=77.94
------SAN SEWER PIPE
SI.IH 0 SAN SEWER MANHOLE
G G--GAS MAiN
G.G.-GAS GATE
~ND VERIZON CABLE
we -EXIST. WAlER GAlE
• • WATER MAIN
'0 EXISTING HYDRANT
lS"INV(lN)= 70.68 lS"INV(OilT)=69.93
8"INV(lN)=71.54
NOTE 1. PRIOR TO THE EXCAVATION OF THE -e. UTIUTY POLE
DETENTION BASIN A TEST HOLE WILL BE DUG BY THE
CONTRACTOR AND WITN~SS~D BY TH~ TOWN TO
DETERMINE THE ESTIMATED HIGH WATER TABLE IN
THAT AREA.
WA
AGA SOIL lYPES
L. X P . DRAINAGE LOW POINT
8" V.C. /
EXIST. '\!,
15" CONC. T NOTE 2. PRIOR TO THE INSTALLATION OF THE 15" PVC
I rr-+---.:", OF AGAWAM DRAJNI\(,E RIGHTS
IBlf:3j;iNC.~EED BK. 1377 PG.26S)
' .. em".
EXIST. eEl NOTE 3
RIM=80.69
1 O~NYl'N)= 75.89 lS"INV IN-El~=7. 3.99 15"INV IN-Wl =73.19
15 "INY OVT)= 3.19
THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER H.xP. DRAINAGE HIGH POINT
MAIN TO DETERMINE IF THERE WILL BE A CONFLICT WITH
THE PIPE GRADES. TH# 1 ~ SOIL TEST LOCA nON
PRIOR TO THE INSTALLATION OF THE TOP
COURSE OF PAVE.MI:.NT, THE AGAWAM DPW/ENGINEERING
DIVISION WILL MAKE A DETERMINATION AS WHETHER OR
NOT TH~ ~XTENTS OF TH~ SAW CUTS AR~AS ON
SCHOOL STREET WILL NEED TO BE MILLED AND OVERLAID
REGISTRY USE
0' 40' 80'
~ I
SCALE IN FEET
&t8e~ DMH
Y Cmmn-ION AFTER
OF DOGHOUSE DMH "CECELIA ESTATES"
RIM=MEET j:XISTING GRADE
15 INV. IN=75.12' ExiSTING 15" FLOWUNE=73.31,
...J o o :c o
CI) I CERTIFY THAT I HAVE
CONFORMED WliH THE RULES
& REGULATIONS OF THE
REGISTER. OF DE S I
PREPARING THIS "
ANTI-SEEP COLLAR DETAIL
N.T.$.
STORM DRAIN
ALICE LANE REALTY, LLC
54 BARNEY STREET
AGAWAM, MASSACHUSETTS
ILE
EAN. INC"
40 SCHOOL STREET
SURVEYORS &
ENGINEERS
120'
THE 2 HALVES OVERLAP 1.S" m ALLOW FOR THE
PIECES m BE
BOLTED TOGETHER
TYl'. 18"-24" FROM
EDGE OF PIPE TO
EDGE OF COLLAR
ON ALL FOUR SIDES
APPROV AL UNDER SUBDIVISION
CONTROL LAW IS REQUIRED
Ol LE SfRLCT RE E 1ST NG GF liD
LO NiJ E= 7695' / RI =~ EE E~IS IN G,A E .. ,
15' I V. OU -7. 5' EXSTI~G 15' F 0\\ IN -3. l'
l"'F-" '" "" 'J ~ I--I--1---~ r" -.. _j_--+--+-~_+--f----j--+---+---+---1---cI+--t-+-+--f-~ ~ -'-~-_ I-+-+-+++-+-+-+-t---Jr--I-t-t-+-+-++-+-+--t-l-I-t--+-+-++-+-+++-I--II-l---+-+--tlt-+--I---'-I-I---t-+--1---+--+--+-'l-+L/lbf-1'~'C+ .-+1---
STAINLESS STEEL BANDS ON EACH
SIDE
THE TWO PIECE CONNECTING SAND IS MADE fROM 1/8" POLYETHYLENE AND EXTENDS
A MINIMUM OF 3' FROM THE
CENTER ON EACH SlOE AND
15 JOINED TO THE BOD Y \11TH
A CONTINUOUS WELD ON BOTH
SIDES DATE:
I-+-+-+++-+-+-+-t---JI-I-t-t-+-+-++-+-+--t-l!-t-t--+-+-++-+-++*-I-,I-l---+-+-~+-+-+~-I--+--+--+--t-+--+--f--~----~~~H-t-+--+-+---j-~ O (' J/f'," HOLES ALL9W_
CHAIRMAN: ,
.. OL I
• :,
I---f--+--+---+---+--+-l--+---I----j---+--+-+ I,,: .0 %
, FOR ADJUSTMENT OF 1/4"
\ STAINLESS STEEL BOLTS
, (WHICH ARE TYl'. [~==I===::'~:"-SPACED 6" APART)
I--+--+---j----'-j--+-+ -I---f-----,--~~+-~~+_1_,----1-+_~-+~+-~-r~~-+~+_~-+4~",~+-~-+4_+_~~4_+4_+~+_~-+4_+_H+~4_~~
" OP PIP 3"
OUTLET STRUCTURE
I,D. CATCH BASIN
" ow. -73 55
I I 8 .5"
/
---+-+--+--1-11--1--+---+-+-+--+--+--+--+-1-1-+---+-+-+--+--+--+--+-1 -1---.. -+--+--t-t7Hf-o:-l--+-t-+-+-+--I--+-
I--+-+-+-+--+--+--+-. -----+-I-1-t--'--+--+--+--I-1~~~~0I~1 ~~~~~~~n~~-ll---:f~~(\~$tt1j=t=t~w ' ~" HOLE IN CONCRETE INV. 7 .7ci'-----+--
INSTALL' TRASH RACK '" " 5" 1"\ C U =7 .5 ' ----r-t--H--t---t--+-+-+-+--t--t-+---t--H--t---t---+-+-+-+-F+'-Ft--H--t-+-+-+--'I<:--+-+-~t--H--t-:-l "I SI E ~O TO = 7. 0'
70
CONCRETIE: 4000 PSI
REINFORCEMENT: AS1M A615 GRADE 60
ASTM A 185 GRADE 65
ENTRAINED AIR: 5.5% -9.5%
MEETS ASTM C890
~.' .
2' DIA. MANHOLE
FRAME & COVER
SOLID CONCRETE ./' ~~~TOP':84.'6· .~ ---~ g y
I
I
I If .3.5' WIDE-DROP INLET ~ INV.=82.54'
AI--'<~I 6"
D.1. TOP=83.5,--'_+
15" PVC INV. OUT
ELEV.=77.55' ---,-
INSIDE BOTTOM= 77.50' --_ ,-t--/0 =-_-=-==-----'-o>.y ~ /.
6"
6' INSIDE
HEIGHT
6"
TRASH RACK
FOR LOW FLOW ORIFICE
SEE DETAIL RIGHT
PLANNING BOARD-TOWN OF
AGAWAM, MASSACHUSETTS
J7fnll&, alaJ'1
~?/
*'-6~.· /y EXPAND£D TRASH RACK PROTECTION
F'QRL.OW flOW ORIFICE
MANUFACTURED BY "THE FORT MILLER CO., INC." OR EQUAL (NOT TO SCALE)
\ ,
,
TYPICAL ROADWAY SECTION
N.T.S.
PER MA HIGHWAY -95% MINIMUM DRY DENSITY COMPACTION
BASED ON STANDARD PROCTOR -ALL ROADWAY CONS1lRUCTION.
MINIMUM THICKNESS FOR PAVEMENT
OOT MIX ASPHALT GRAVEL BASE ~ GRAVEL SUB-BASE
VERTICAL GRANITE CURB
M.TS CURB INLET DETAIL
HMA TOP COURSE-
SLOPED GRANITE CURB/HMA BERM TO
VERTICAL GRANITE CURB
GRANITE TRANSITION CURB
STANDARD RESIDENTIAL DRIVEWAY
B
MODIFIED PROCTOR IS USED ONLY NEAR BRIDGE ABUTMENTS & HEAVY DUTY APPUCATION
ROW
w :II z ::J CONST. 0 ..
~ f. !;I
w 5'-0' 4'-9" 1L2 1lRAVELlED WAY 1/2 1RAVELLED WAY ::t
1> SIDEWAU< (1/2 PAVEMENT WIDTH) c « z .. " 3"
HMA BERM
MODIFIED TYPE-~
1.50% 1:32 1.50%
/' ±O~ ~E _ 1:48 SLOPE 1:48 SLOPE _ 6" LOAM ±O.50% .....------
ELECT .. TEL.. 30" MIN. COVER
& CATV CONDUIT GAS MAIN
10' MIN.
TYPE or .. _._--_. __ .. ---
STREET SURFACE BINDER BASE BASE <IOCHES} DENSE SUB BASE (INCHES)
COURSE COURSE (INCHES) GRADED CRUSHED (M 1..03,0 TYPE B. 3"-
aNnES) (INCHES) STONE eM 201.7) MAX,>
PLACE 1.5' 3.0· NA 4.0' a.o'
LAIE 1.5~ 3.0' NA 4.0' B.O'
SUBC[]LLECTOR 1,5' 2.0· 3.0· 4.0· 8,0" -._-----". -----
COLLECTOR 1,5' 2.0" 4.0' 4.0' 10.0"
NOTE, THE ABOVE THICi<NESS un NDT APPLY TO INDUSTRIAL PARK ROADS
4'" CEMENT CONe. SIOEWAl..K
(6" a DRI~WA'tS)
8-PROCESSED GRAVEL
STREET
TYPE DF STREET
PLACE
LANE
SUBCOLLECTDR
COLLECTOR
DESIGN
RIGHT Dr WAY
(fEET>
46
50
60
66
STANDARDS
IJIDTH PAVEMENT YlIDTH
(FEET) ----
26
30
36
40
-I 6' r
HMA BINDE
TYPE VB
VERTICAL
GRANITE CURB
HEIGHT VARIES
15' -17'
4' GRAVEL BASE ~r.t--+----c ---~~------if.1'::::~':.d:j . EMENT CONCRETE
8" GRAVEL SUBBASE (-12"
F'RllCBI\:m: DESfJtIlIEII to£IN IS ~ £H...\' U' am IS TIl BE SIT H'TER
lIAS(" AHDtm! BImER COORS£: All:[ IN PI...ACE. OTlfiRVlSE (.DI£NT (';INli£TE \IlU.
BE ELIHIIM.TED AND GRAVEL 'W'II....L BE .8IIIOlGHI" ~ m TJ£ liOTTII4 IF THE
SASE CWRSE. FIJI: IIESCRlPTlIM, HIIltRtALS AHl) (DfSTRUC11IlN ~ SEE SP£CIFlCAnms.
NOTES:
1. CUT NEAT UNE 6" fRQf.4 CURB UHE AND REMOVE BINDER, BASE AND STONE;
AN!} REPLACE WllH CEMENT CONCRETE.
10·
•
s"
fOB I!SE_'MlH.BlJlMNOUS_9IHetw
. + i 'f>!" ,... +t,,/'1" •
fOR lIS[ yeW Wfrn£JE DJRelNQ
BITUMINOUS CONCRETE
CURB TYPE-2
.. ToO
6' H.TS
30" Mitt COVER
6'-6" 1
+ G
e
I 6'-6"
2. ACCEPTABLE CEMENT CONCRET IS ANY CLASS UNDER SECTION 1.14 OF THE 1988
MHO STANDARD SPECIFICATIONS; ALL lEST REQU1REMENlS ARE WAIVED. HMA IS
NOT AN ACCEPTABLE SUSSIlUTE.
3. \'tHEN SET ON RADII, THE CURB!NG SHALl BE CUT ~1H 1HE REQUIRED RADIUS
Of CURVATURE:.
DETECTABLE WARNING PANEL
FOR WHEELCHAIR RAMPS
N01E:
HOPE SMOOTl-l WALL
STORM DRAIN
(SEE PLAN/PROFlLE)
TACK COAT IS REQUIRED
8ElVIEEN AlL COURSES OF
liMA AND ON THE HNA
BEFORE PlACING HWA. BERN
10' MIN.
CD
8" PVC SDR 35
SANITARY SEWER
(c;;~~ PI AN/PR()~II F)
4' MIN. COVER OR
LESS IIITH WRITTEN
APRROVAL OF THE DPW
8" CLASS 52 01
WATERMAIN
5' MIN. COVER
~-H.IA TOP COlJRSI: __ .
SUPERINTENDENT =~~~~J~~~~==2t== 4" DENSE GRADED CRUSHED STONE BASE
PROVIDE EXTENSTION
1. THE MATERiAl TO S£ USED FOR l'HE GRAVEl BASE (THE 4~ OF MAlERIAl DiRECTLY UNDER lHE BINDER COURSE OF PAVING)
IS TO BE DENSE GRADED CRUSHED STONE (NOT PROCESSED GRAVEl OR OTHER NAlURAl STONE PRODUCT. MHO
SPECIflCATION 1.42.01.7, YttI1CH MUST BE MET, STATES lHAT COARSE AGGREGATE (f4 SIEVE AND LARGER) MUST BE CRUSHER
RUN.
2. THE UNE, GRADE AND COMPACTION Of THE GRAIJ£l SUB-BASE (THE 8-LA'1ER OF GRAVfi. BORROW DIRECTLY UNDER mE
DENSE GRADED CRUSHED STONE) MUST BE APPROVED BY ENGlNEERING BEFORE mE 4-LAYER OF DENSE GRADED CRUSHED
STONE is PLACID. IT IS IMPORTANT THAT ENOUGH TIUE IS AU.OWED IN WE CONSTRUCTION SCHEDULE so lHAT AELD
DENSITY TESTS CAN BE MADE.
3. GR.t.VEL SAMPLES FOR THE SUB-BASE AND BASE Ydu. BE TAKEN BY THE ENGINEERING DIVISION FOR TESllNG. lHE SAMPLE
MUST MEET ITS R£SPEClllit: UHO SPECIACATION AND BE APPRO'll£!) BY 11-IE TO""" ENGINEER BEFOR:E ANY OF lHE GRAVEL
CAN BE SPREAD ON-SHE. THE lOVIN ENGINEER OR fflEiR AGENT ARE SOlB...Y RESPONSIBLE FOR a-tAlN or CUSTODY OF AU.
SAMPLES; ANY TESTING PERFORMED OUTSIDE Of THE TOWN CHNN Of CUSTODY WILL NOT BE ACCEPTED.
4. AELD DENSITY lESTiNG IS TO BE ~ADE ON 80TH lHE GRA\lEl SUB-BASE AND GRAIJEL BASE SEPARAlaV. THE GRAv[l
SUB-BASE IS TO BE TESTED BEFORE 1HE CRAV£L BASE WILL BE AlLOWED TO BE PlAC£D.
S. WHEN TI-lE GRA'dJ.. FOR lHE SUB-BASE AND BASE IS SPREAD OUT. IT IS TO BE SPREAD INTO mE SITE STARTING AT THE
Sl1£'S OfIRANCE AND WORKING INWARDS. _ . _. . . .
5. THE BINDER COURSE OF PAVING CANNOT BE lAID UNTIL lHE ENGINEERING D!VlSlON HAS APPROVED THE GRAOE fOR THE
ROADWAY AND lHE CQMPACTI<».I OF THE GRAVEL BAS£.
7. PRIOR TO INSTAWNG THE CURB, THE DEVELOPER SHAll Hit\'£: THE UNES Of 1HE PROPOSED aJRBING lAID OUT WTH RED
PAINT OR OlHER .... ARKING AND THEN NOllFY ENG!NEERING 1HAT t.AARKING IS READY FOR INSPECTION. AflER INSPECTION,
ENGINEERING WILL NOllFY THE OE\I[lOPER THAT CURBING IS EITHER READY FOR LAYiNC OR CORRECTIONS UUST BE MADE TO
THE I.lARKINGS. IN THE LATIER CASE. THE DE\'ElOPER ~UST MAKE lHE CORRECTIONS PRIOR TO APPROVAL AND
INSTALlATION. TACK COAT IS REQUIRf]) BEFORE PlACUENT OF H .... A BERMS.
8. PRIOR TO LAYING THE TOP COURSE Of PAVEMENT, AND AFTER mE CURB IS INSTALlED, mE PA\lEMENT MUST BE flOODED
so THAT ENGINEERING CAN OBSERVE AND SURVEY THE GRADES OF B!NDER COURSE TO DETECT ANY DlSCREPANC!ES IN
GRADE. THIS INFOR~ATlON MUST BE FURNISHED TO THE PAVING SUBCONlRACTOR BY THE DEVELOPER $0 lHAT ANY
NECESSARY SHIt.lMING OF 'THE PA\'EMENT CAN BE MADE. ENGINEERING YdLL CHECK SHIMS.
9. AS NOlED IN lHE SUBD!\I1S1ON REGULATIONS AND STANDARD PERFORMANCE AGREEMENT, THE PRESENCE or AN INgJECTOR
WoLL NOT REUEVE 1HE DEVELOPER Of HIS OBUGATIONS TO PROVIDE A SATISFACTCftY INSTAllATION or ALL FACIunES M-I1CH
ARE A. PART Of THE SUBDlVlSI<».I.
10. TACK COAT Will BE REQUIRED TO BE APPUED AT A RATE Cf" 1/20 GAl/SY \ldiENE\IER PLACING HldA ovm EXISTING
PAVEMENT. OTHERWISE lHE TACK COAT SHALL BE AS SPECIFIED IN SECTION 460.62 Of lHE MHD STANDARD SPEClFlCAl1ONS.
T
PERMANENT PAVEMENT
REPLACEMENT DETAIL
N.T.S.
1 1/2' BITUMINOUS CONCRElE TOP COURSE
3 1/2-BllUMINOUS CONCRETE BINDER COURSE
PERMANENT
1-' TEUPORARY
OF BINDER & GRAVEL
BASE FOR BERM
SUPPORT
MEGALUG SERIES 1700
,
••
SIPEWALK CURB CUT
N.T.S.
6. MEN M :mrtWJ(' IS 1tSTAU£D (II It alRVE, 'H 5'-if sam: LH IflERVAi. IS ItIEIoSlfI£ CtI AUM It£ K!U: 'H CUM.
10. TOil. All. .om NIl EDGES
11. ltD ~ FROII11E1111CAl 0flI0IITE CUI:B TO WJ(lfti) nPE ... BERIoI A -4 fl GWlJt: 1RAH5l00N IS RE(UI:£I). AT1BIPllNt;; TO Il£NO
n£ t.nlIfH) fIPE 2 BERM Tl) liE G1Wt1E CUI9IG, l1! FB.D anm:; A CRAIn: lRItGIDI NS. N(JT All ACCEPTAII..E A1.1UtIIAlNE.
12. SIOCWAI.X IS. TO IE f'(lRIJ It ALlERNATtfG 2fllfltImIS TO ACCWIIT FtR PNEt !XMRACTICII IltIiIIG DR"fHl n. It!STIoll 1/'1" l'ttIQ: fm'U!MOl OPNGaI .,QIT flJ.ER (u.~1-4-.0) AT 2ft tnmvN.$
14. BROC1I fIrISfl ~ tWOSlE 1Q lItE ~ OF u!A\ti.
15. SIJEW,U( IS QJRElllO 8[ ~ Yf1H I'lJSTJ.: 00 KEPT WQST fOR WIIU..1III a-72 HWRS NlfR IT HAS SET-IJP. 1(1. DElECfAllI WNItIHG pNfl N!E TO Q(Jft)' n MIt 4.29.2
17. DET£tTM..E WA/lIIMG pN£L TO BE CAST IN PI.A(( OCIECTAaE ~ PNa, 2-4''JiIj', f'EIIEf(AI. YEllOW. I1ElIIf: 246£1U>~, IIIfD. 8'1'! ADA stl.LI11ONS NC.. 1 9M\E;V DRIll. 2N) FIR. N. IIlliRICA, ILA tI1l112. WMlJ&l1E.CQIl --<R-~ EQJAL
1& SIOAlJ(S ARE TO BE IISTAWD TIRl.IG1IJ!1OA'I'S. SI.lEIAIJ( FIISH IS 10 1'1£ 0000II fHSHD, tIO /L1DI!A1[ FHSt\ IS JJ.lOIIIED L£. STHtHD,
EPOXY FHHD, Elt-1\-£ 1.!iO:C: (±-O.5CI%) CJIOSS!UI'£ YJSr BE WMfTIHD -aooGH MlmMYS.
111. /ttl)' UWI(l[$I4 EICUIIS. PIts, EASal8tlS, ...,., FURW-A"s lKWJ BE S«Mt ON MEta» IBNIM: PI.J.HS PRIl1! lG 11£ SQr a:r OF It£
""'" usr. 2C. IU lIJUDTAD IS 10 <XlII'I.Y .-m N;/t'flltJA ro.I WJ[ Sf:C'lJli 1S:r33
R&>iJ,dw"y PI1cb
" o
"0 TO 0.5
>-0.5 TO 1
,.1 TO 1 5
:>1 "107
.S
>2.5.103,
;.-3103.5
:>3.5104 >,
~,~
7' .3"
7 _$'''
8'·0"--.,.
1U_ 2/'
1 '·0' 1Z~
13'.9"
15 _ 6"
15 _ er'
FULL HEIGHT 6.51 CURBING
TAPER Til RAMP
DETECT IJARNING PANEL (SEE HHD DRAIJING
IIMIE 107,6.5R)
fUl.L HElQ-ff -6.5" OJRSlNG ___ ,
TAPER TO RAMP 5ff SHEET H-6 FCft LENG1HS
SIDEWALK CURB CUT
NTS
I\IJIE (fRill 'llyN qlllf anION 15'ti'3 M:aHJIlliNIXlo
1. ALL PROPOSED I«NJMEHTS Sl-lNN ~ ll£ DEf"OOllVE PlAN
SHALL BE lNSTAI...L£II AHD THEIR INSTALlATI[JII ~ BE C~TlFIEll
BY 1l£ lJEVEl.lFER'S ENGVttR DR SI..RVEY[R. KHKNTS StW..L ]I[ IF
:rn:t£ IR CAST ctJtCRETE.. flJUR (4) JHQ£S SQUARE AND TIRC FEET UJiG., SET F'lUSH \IlTH 11£ FINESI£D GRADE. THREE-FllJRlHS-INCH m om: INCH
Slttl.. PIPES ~ rut BIioRRQ..S n«E (3) FEU l.IHi HAY 11[ USED AT LDT CORNERS.
'JHrRE SlRITT MONtI£NlS AND lOT ct:Rt£RS OCCUf>Y 1l£ SAI£ ?OJNT, STttIE rR C!JIICRETE MOtUENTS sHAt.L BE US£ll.
SID£W ~ ..
~. /01) (rrP)
~
SEE ~BClUND~ THIS SHEET
+ + + + ...
tIllJIi::. 1. roo SIDEWAlK CURB ruT SLOPES. AND lRANSll10N
IDIGlHS REFER TO DETAIL SHE£T H-7
\ilHERE ALLDW'rD BY TD\iH ENGINEER,
DUE TIl SPACE CONSTRAINTs,. ETC
CURB HEIGHT KAY :BE REDUCED TO
2. JOINTS 10 BE 05 fOOT It-IlERVALS (ON RM)IV5. 5 FEET IS UEASURED AlONG lHE PRCP£RTY UNf
AND ARE TO BE RADIAl.. TO lHAT POINT
-4" B£TIJ[EN RAMPS
CONCRETE COlLAR
PLACE AROUND VALVE
BOX PRIOR TO fINISH
PAVING. l)g cqNc.
COLLAR DETAILS
HYDRANT DETAIL
N.T;$.
'-6~
.
NOlE; ~EN HYDRANT IS ON ll-tE END or THE
UN[ PROPER 1HRUST
RESTAJNT IS
REQUIRED AND IS TO
~. sp~Clrm fiX THE
DESIGN ENGINEER
H'I1>RANT AND mE PROPER
SEE SPEC RESTRAINT DISTANCE
SHO'IIN ON THE
PlANS
15-;& .-
TYPICAl INSTAliADQM
SECTION A-I;
TEMPORARY CONSTRUCTION ENTRANCE
N.T,S
SECllON A-A I
I
I
SA.,."
ElOSTING
PAVEUEN T\, JACK HAWI.tER OR :SA~.IT
EDCE FOR TEMP. PAVEMENT
WCUT
SnNG "",ENT /~ PA
MEGAl.UG e RES1RAINT HMNESS. FOR DUCTILE IRON P1PE PUSH ON BEU.S
MEGALUG SERIES 1100
MECHANiCAl JOINT RESTRAINT FOR
DUCTILE IRON PIPE
~1 Mr~70 ~·k ref I ~lTl
"12
J 0."", -I~1 c to ~ PI
:!!"
ASPHAlT
CURB
I
I , ,
-:.\~/~OCESSED GR~va BASE COURsi~:··
':,', . COMPACTED IN 6~ UFTS 0-
,::., . .-REQ'O BY W SUP • c
;:!ROWABLE fll.l (fUrY! OEP~ MAY 8E:-"
.. ~~ . ~~
lr MIN. //L(:,(// OR UlAllS_~
"SPLAcrn PAVEMENT
CQMPAClID IN 1~ urn
~
1_ lBAPORAAY PAVD.IENT OVER TRENCHES IN SlREET TO ROoIAIN
FOR A MINIMUIoI Of 60 DAYS. TB4POOARY PAIoUtENT 3-BlNOEH
COORS[ IN ONE l..JFT -COLD PATa-I KNOvm AS ~QPR" MAYBE USED
WHEN TYPE 1-1 IS UNAVAILABlE.
2. RE~O'd: lEMPORARY PAVUoIENT AND REPLACE WllH PERMANENT
PA\U.tENT
J. PAI;'EWENT THICKNESS TO B£ 5-I.AINIMUII!. OR GREAtER TO MATm
EXISTING CONDITIONS.
-4. WHERE PAVEMENT IS CUT 2'-0· OR LESS FROM EDGE OF ROAD,
REPAVING TO EXTEND TO EDGE OF ROAD.
5. EDGE Of EXISTING PAVEMENT SHAll BE rR£AlUJ 'MTH A TACK
COAT PRIOR TO PLAcatENT CF THE PERMANENT PATCH
6 EXCfPT AS 01HERWISE DIREClID BY TI--lE D.P.W. SUPT., WE EDG£ or PAVEMENT mJACENT TO PATCH SHALL BE HEAlED WITH
INFRAREO EQUIPMENT TO SEAl lHE JOINTS.
~_'-S-,D~ _ ~ __ _
B
FOR REGISTRY USE
APPROV AL UNDER SUBDIVISION
CONTROL LAW IS REQUIRED
PLANNING BOARD-TOWN OF
AGAWAM, MASSACHUSETTS
DATE: {\~."', Ue t d-o()~
CHAIRMAN: ____________ ~~~L----__ --
I I I I I
SECTION A-A stCTlDN i-a
" .' ; ~ .. -:" I ~ " I' " I j',~; ,> .. ",
"'\)"1:",,; "('"l;'~? "I r:', :3"') F~r'
f' ,j' ' • , I. ~ ,
TEES
TEES l,
6')(6')(6' 13' 0"
S'xS"x6' 10' O·
6"xS""xQ<" 20' 0'
ms
• • • • UI
12
10")(10':<6'
10'x10'xS·
100xlO"x10'
L.
4' 0'
16' O'
21' O·
TEES -HYDRANT BRANCH
4.48 U7 4.06 O.G2 9..06 0.150 G.1I 1.. 2
U2 2.2f ..... 0.75 UO o.a75 7.68 0.12 2
8.02 2.27 7.88 o.aa 12..00 a.91S I.SD 11.12 3
UU7 2,,3,1 1.16 1.OD U.u 0.875 u. 15 13. 4
12..22 2.37 11.20 100 18..20 0.815 14.00 15.«1 •
1f...32 U1 l3.3O t.25 1S.38 G.SlIi lB.26 17..88 8
4 • 8 • • •
1.1
'.e U.s >4.,
23.1
3U
THRUST RESTRAINTS -MEGA LUG
BENDS
TEES L" TEES L. BENDS l BENDS
12'>(12"x6' " .. lZ'Xl2""xl2" 33' .. 6' 11 1/4 2' (I. 6' Z2 1/2
12'x12'x8' 13' 0' 8" It 1/4 2' 0-8" 22 112
12"xl2"xl0' 22' 0' 10· 11 114 3' O· 10' 2Z 1/2 L ... _____ ..... .-.. .. mmo ..... m:. __ If:' LI 114 3' .. 12' 22 1/2
TEES Lr TEES Lr TEES L. TEES L.
6'x6'x6~ 2(1' 0' 10')(10')(6' 12' 0' 12"1112')(6' 10' 0' 8'><8')(6' 15' 0'
REDUCERS
PIPE REDUCTICN srzr L ,,-m S' 38' O'
e-. '0' m S' 2.1' O'
B' TO 6' 21' 0'
~.---..... .-
l
4' O'
" 0-6' 0'
7' 0'
TIE OOV£ c~nD'S AI« 1lAS£1I IJ>I TIlE rll.LllIJlNG ~ l.SSiJl'lPiillNS
IF" carolTlmS DIffER, CONTACT lTIVN ENGII'I££li: lJULI!£ PROC:EDlMi
At. IlE:P1H IF PIPE IS !iIIEIoTIlt TW\H DI: EIIJAL. m :'I i"EET.
B. AI ~BJli5h~'JS~ ~~ ~E~raw. 7.5 fEET, f---L ----II
VALVE BOX
6" Vf1d..VE
UECHANICAl JOINT
I.AEGALUG
M.J. H'tDRANT TEE
BENDS l BENDS l
(j.1 45· a' 01 6· 90-IS' U'
S' 45" 10' 0' S· 90-24' (I'
jO' ~ 12' 0' 1J)' '0' 29' 0'
'2' "... l-4' O' 12~ 90-34' 0'
~.----.-!II
LEGEND
TtRUST RESTIMINT
~ GATE VALVE
C. LAYI1«i mrwir[(J(S NlD snn., SDt1LAR 10 T\4: nLLOVII-li CTYP£ 3)0
~y.tty c~Wd sol
~_-4'''''~sdI. e D
snn. stW.L B£ [f". SILTS IF I€DllH m LOll PtASTICITY 'Io'ITH SAND IR GAA'IID... U_ ( 50, 2:i -SCI :,( CIlA8:s[ PARTlClES
SEED PLANTING SCHEDULE
Modified NRCS Pennanent Seeding t.4ixture 66 (from t.4assachusetls
Erosion And Sediment Control GUidelines -1997) In the following
rano (numbers in Ibs/acre): Red Fescue -10, Canada Bluegrass -10,
Perennial Ryegrass -15. and Red Top -1, is recommended for planling
under the recommended erosion control blankets and other disturbed
areas to be landscaped. to cover and to help
ASPHALT PAVEMENT
SEE DETAIL
PLACE 1/2-C. Y.
MIN. WASHED OR
BRot<EN STONE
AROUND HYDRANT
ORAIN
MEGALUG
6" Dol. N!PPL£
PExPE
M..J. SHOE W RET AJNER GlANDS
=
YNNTNN SDEWAlK
nmJGH ENTRANCE:
(F ""'m/J
1. EACH St'll: ENlRANCE IS 10 HAVE 11 lDfPORAR'( CONS1RUC1IflN ENlRANCE.
:L S10rfE IS TO HE 1-3/4-~ TO $' ANGUlAR tmlst£D STON£.
J. olIN'!' SEllIWEHT lRM:KHl "TO 1HE ROADWA l' NElVS TO SE CLENfEI)
"""""' Y. ~. oIOOIlIoNAl. sTcti£ IS 10 BE ADDED To K PAD AS NEiDt:D TO MAltTAIfi
THE ORIGINAL IlEP1H.
~ "If( SIIEWAUC ~ 0I.lRING CCNSTRUC1ICIIl MUST BE REf>I.AQ:D AT
lHE CCtmtACloRS/OE'.'El..OP£RS 01'£HS£.
6. SlDEWAtX ..... ST RalAIf PASSABI£. IF THE SiOEWAU( BEcc.I£S UNSAFE OR
I"'~ /II, ~y SIf£WJILK/ SIDEWAl.K I>Eln.R IoIlIST BE
PROWlED.
PIPE OUTLET / INLET TRAP
ENmENCHEO
IIAIIi
N.T.S.
CATCH BASIN INLET TRAP
N.T.S.
2" x 2" x 4'
(MIN, TWO PER LEACHING BASIN
GRATE
BALES ENTRENCHED 4" TO
EROSION CONTROL BLANKETS
NOT[: Regraded slopes in excess 01 5:1 to
be slaked with eroson control blankets
(Bon Terra C2, North American Green e125,
ar seed and fertilizer
I CERTIFY THAT I HAVE
CONFORMED WITH THE RULES'
& REGULATIONS OF THE
REGISTER\ OF
PREPARING THIS
/ I
c CURB RElURN "----.d"....=.-=----ft.
5.0' "
L
A B
GUTTER LINE:
I ! 1.1~ !jI.OP:"
GUTTER UNE -~L r..o
LoM' ~~ .. ~ .....
SECTION A-A
TR!lllEI.T
," BERN
AI.K
1$ #0.00%
~ d
I!---......... rnlNE
!
GOllER UNE~ ," _,: :1f. f?}!~ " ~4'~~ 2.~ *' MAXIMUM
SECTION 8-8
NOTES: SECTION c-c
1. CONCRETE SlOEWA1..K IS TO RUN c00l1NUOUSlY TI-lROUGH DRI\l£WltYS
2. CONCRElE USED SHALL BE 400Q PSI WITH A MAX. AGGREGATE SIZE OF J!4" AND SHAlL CONTAIN 6--7"
ENlRAiNEO AIR.
3. COOCRElE DEPTH DEPlH SHAlL BE A J,tINIMUM OF 4" Wl1H A MINIMUM OEPlH OF 6-0 DRIVEWAYS
4. SlOEWAU<S SHOULD BE INSTALlED PRIOR TO lHE APPUCA TlON FOR A BUILDING PERMIT UNLESS "'THE BUILDER REOUE:STS IN VlmnNC THAT THE SlOEWAlKS BE OD..AYEO AND GUARANTEES THAT THE SIDEWAlK WILL CONFORM lU l1-IE STANDARD DRIVEWAY DETAIL 5. All DRI'JEWAYS REQUIRE A DPW DRiVEWAY PERMIT
6. AU. SlOPES ARE I.4AX1MW, DRIVEWAYS ARE TO BE DESiGNED SUCH THAT WATER v..u. NOT flOW INlO DRI\,£WAY rROIoI lHE ROADWAY.
NOTES:
SILT FENCE
N.T.S
SECTION A-A
1. SLT FENCE IS TO BE INSTAI.lED BEfORE AN'!' lAND DlSnJRBlNG
ACTIVAlES START AT mE CONSTRUCllON SITE -OR-AS
DlREClID IN lHE SITE'S EROSION AND S£DIUENTAllON PlAN.
2. INSPECT SILT FENCE ON Yl£El<LY BASIS AND AfTER EACH RAIII
ANY OCTERiORAlED/9AI.4AGED SILT FENCE MUST BE REPLACftI
IMMEDlATR )'.
3, RENQV£ SILT FROM ITNCE AS NEEDED -OR-'MiEN THE SILT
HAS ACCUMULATED TO HAlf 1HE ORiGINAl. HElGHT Of THE
FENC€.
4. WrlEN JOINING TWO SECTiONS or FDIC£. Rou.. n-£ END STAKES
TOGElHER sure lHAT lHERE IS NO GAP IN lHE rENCE,
OY£RLAPPING FENCE SECTIONS IS NOT AN ACCEPTABlE
AllERNAlI'YE
TYPICAL APPLICATION METHOD FOR
EROSION CONTROL BLANKETS
ON STEEP SLOPES
GUID£UHES FOR IHSTAWNG EROSION CONTROl I1L\NKE1S
GRADE TO FJN.\l CONJOURS AND SWOOTli SLOPE.
APPLY FER1IUZER AND APPROPRIATE SEED .aX
FOll.OWING NRCS RECOMMENDATIONS.
ANCHOR BUNKETS AT TOP OF SlOPE AS SHOWN
UNROU. Bl.ANl(ETS DOWN GRADJENT. PLACE lHE ROIlS L005aV TO EMSUR£ FUll. SOlI. cotn"ACT.
OVERLAP BLANKETS ABOUT 2-AND STAPLE.
INSTAll. BlANKETS SUCH THAT EDGE OVERLAPS ARE AWAY FROW 1Hf: DlRECTIOH OF THE PREVAWNG
OVERLAP UPPER Bl.ANKET OVER lOWER BlANKET ~ ,-~ 1M §TMW:
CUT EXCESS BLANKET WITH SCISSORS AND ANCHOR
AT 80110 .. OF SLOPE AS SHOWN OM OIAGJWl.
SCAlE IN INCH ES
=
"CECELIA ESTATES"
TYPICAL DETAIL
N.TS.
ALICE LANE REALTY, LLC
54 BARNEY STREET
AGA'w' AM, MASSACHUSETTS
DATE: SCALE: NO SCALE
1-30-2009
REV:4-20-2009
• EANI-INC. SURVEYORS
40 STR~ET
WESTFIELD, MASSACHUSETTS ENGINEERS
&
PRECAST CONCRETE DRAIN MANHOLE
AlUMINUM MANHOlE STEP
DROP FRONT DESIGN
CAST iN WAlL
N.T.S.
202.4.0
I STAN:JARD MANHOLE
fRAME AND COVER
TO BE LABELED "DRAIN"
1'f==='=TI
Jj"r-------"'\::Kt:ai'.j. ~. ~~ BRICKS !.lAY BE USED FOR GRADE ADJUSlMENlS . & " FRAME TO BE SET IN FVLL BED fY' MORTAR ,
~""-
SEAL. PIPE CONNECTlONS _____
PROVIDE .'1' OPENINGS
lAIN. 0.12 SQ. IN. STEfl FER VERTICAl
FOOT, PLACED ACCORDING TO
AASHTO DESlGNAliON Ml99
1 -fjJ I3AR AROUND OP~INGS FOR PIPES 16" OlAIo4ETER AND ovm, t" COIJER
fLOOR OF STRUCTURE TO
BE HEADERS lAID FlAT
eRICK CHIPS AND MORTAR OR CEMENT
CONCRETE C1.ASS '"A-(IF HAND ~IXED
SEE: LAlEST SPEClACAllONS)
,--",_IN\lER1ED ARCH WITH
PIPE OPENINGS TO BE -BRICKS lAID ON EDGE
PRECAST IN RISffi SECTION
NOlE: FOR DESCRIPllONS. NATERIAlS, AND CONSTRUCTION METHODS;: SEE LA1EST SPECIflCAlIc»{S
D c-i 0
-I1-IJf-' "rr __
1 lJr ~_.u..." ....
I •
JOINT DETAIlS BASE DETAIlS
STANDARD SANITARY
SEWER MANHOLE
N.T.S.
202.6.1
PRECasT UNIT
CAST IN pi elf
BASE
r~~~~~~;==:-----STANDARO MItNHOI..£ FRAME AND CO\oER SEE 202.7.1 AND 202..8.1
-,---TO INClUI}!:: "SEWER"
",.
DIAMEtER
RAISfO DIAt,,!OND
SURfACE DESIGN
COVER TO READ '"DRAIN"
IN 3M HIGH lETTERS
CO\£R TO B.E; gOUAl TQ ·L£B~ON L!1:8C2"
AS APPRQlIED BY ll1E TO'MII ENGINEER
26· I I
u:::::: ----.LI.LD........uI __ -5'l
DRAIN MANHOLE
FRAME AND COVER
(2.) PICK HOI..£S REQUIRED
FRAL4E TO BE EQUAL (AS APPROVED BY TI-IE
TO'*"l ENGINEER) TO "LEBARON LK 110A"
TOTAL WElGtIT Of FRAME &; CO'V(R ,.. 485 LeS
SANITARY SEWER
MANHOLE FRAME AND COVER
CO\rn ro BE EQUAl TO Ml£BARON L32C19-~ IV""'I'I.U~ 0' Inc. IUfII\I t.n\lilNW'(
RAiSED DIAMOND
SURFACE DESIGN
CONCRETE COLLARS
IU.S.
202.8.1
A
PICK HOlES REQUIRED I
FRAME TO BE EQUAL (AS APPROVED BY lHE
TOWN ENGINEER) TO -LEBARON lC328"
TOTAL 'MJGHT or FRAME &; COVER "'" 551 LBS
SfCIlON A A
24" MANHOLE FRAME ....
:B».7.1
I .,. I
SEc'nDN A A
30' MANHOLE FRAME
TYPE 'C·
~; ..
2O:2.7.t
BUILDING SEWER CONNECTION
N.T.S.
~--AD.lJST TO GRADE "WIlli NO L£SS
lHAN 6" AND NO WORE lHAN 12"
OF CONCRETE BRICK MASONRY.
FRAME TO BE SET IN A FUll.
BED OF !.IORIA!<.
SHAU...OW MANHOlES ~~~==~~~==~~===~~=flAl~TIFroR
PVC PI.UG PVC MAIN SEv.£R:--
I / /PVC 6VII.OlNO """"R
~ ~--------------SEAl AU. JOINTS WITH APPROVED
PREFORMED BIT. JOINT AUER
1!d,.-----MlNIMUM 0,12 sa. IN. Of Slffl "'F'---_IM-------fh\1 PER ~TICAl FOOT, PLACED ACCORDING 3 TO ASTV SPEClflCAliON C 478
,o"±,· DIA. 't-f'''-__ _ I-':......-=~"'-'''-''''''---l-t -SEE JOINT DETAILS BElOW
----IN'lERltD ARCH iYln-I HARD
5" MIN. CLAY 8R1C!< lAID ON EDGE • F~±~:J~~::I:r~~---SHELF OF STRUC'ruRE TO BE ..;. 6" HEADERS LAID flAT !l:~[§l~1o[C~==~~L..~A;::::=:::~3----BRICK CHIPS OA (::RUSHED STONE a" AND MORTAR
JOINT PfTAI..L.S
0.80 or
PIPE [)IA.
FllL IN \1010 BflVIttN SEAl II.NO BRICKS
(UP TO SPRING UN[)
SECJJON 8-B
MANHOLE STEP
DROP FRONT DESIGN
CAST!N WAll.
NOTES:
PLAN
SECTION A-A
MANHOl£S
Bll.
TOP ~~n"'07
TAR p"'.tJ<-,
PLAN
SECTION C-C
GATES
BlT. CONe.
TOP COURSE
PORTLAND CEMENT CONCRETE COLLARS
N.T.S
1. CONCRETE COllARS ARE NOT REQUIRED FOR TYPE nCo OR "Cl" PRECAST CATCH BASINS
2. ALL STRUCTURES ARE TO BE PLATED BEFORE PLACEMENT OF THE FIRST COURSE OF
PAVEMENT AND RAISED PROMP"lLY AFTERWARDS.
3. ALL RAISED STRUCTURES SHALL HAVE BITUMINOUS CONCRETE "DOUGHNUTS" PLACED
AROUNO THEM UNTIL THE FINISH COURSE OF PAVEMENT HAS BEEN COMPLETED.
I I LONG S~ 45-BEND
I
I 45· W"tE
: too 1FT UP TO t-PROPERTY UNE r-'O' FROU
HOUSE. tIFT I
~I I
I INSIOE 10 FT i
PVC PLUG
J
EXIST GRADE
LOCAflON STAKE 4' MIN. COI£R
1/4" PER FOOT
(MINIMUM
lESS mAN WN. MUST BE
APPROVED BY
CITY ENGtIEER
1
p~ BUR.DINC SEWER
SECTION
NOlES:
1. BUIl.l)(NG SEY4:RS SHAll.. BE 4~\II EXCEPT AS
DIRECTED BY THE ENGINEER
2. LOCATION AND DEPlHS OF BUILDING SEWERS TO BE
DETE:m.tINED IN "DiE FIElD BY THE ENGINEER
PRECAST CATCH BASIN
'TYPE C·
N.T.S.
TYPE "c" CATCH BASIN TOP SHOWN 5' .... 4"
~ A L <> ,
'"
REDUCER
RISER
+'-8 3/4~
B~
r-----------------, I I
I I I I
I I
I I
I I I I I I I I
I I I TYPE 'A' GRAlEJ I I I L _________________ ~
i' I, It iL Ii L>LJJ BJi
I
CATCH BASIN
ALL CATCH BASIN TOPS ARE
TO BE LAID LEVEL.
I . _.-
REDUCER }. ._.-.'!': .
· · ..
.. •
I
I
c.-'LeBARON' HOOD
SEE DETAIL . · .
£. ~1· .. .!
1 ~ ~N~ ARE ro BE·' .~~
'-·,j----MORTARED THEN PARGED __
INSIDE AND OUT
.... .-
~-~ ~,<
t .:~
~ ___ :_-_==r___~c /
•
5" ..
· ' .
BASE
s" J' --o··"·~-~-I ': ... '
.-.
SECTION 8-8
SANITARY CLEANOUT
• .. ~ "
24" SUMP
OR
~--r ..
5·-4" -----
SECTION A-A
2"
2"
2·-2 3/8"
r· ·1 .. -.. "" • to·
1_1'-0" 1-, 2· a V,"
CATCH BASIN TOP
AC -TYPE "C"
USED WI BIT. CURB
2·-2 3/8"
1.1'-0" I I:O.;:J to_
SECTION A .... A
~ SECTION 8 .... 8
CATCH AAStN
ALL CATCH BASIN TOPS ARE
TO BE LAID LEVEL
DESIGN NOJES:
1. CQNCRElE 4000 P.S.I •.• Z5 DAys'
2.. REINfORCEMENT, If4-RR eAR
3. MADE TO STATE AND TOWN SPEctflCATIONS.
jjl
TOP VIEW
4. WEIGHT. APPRox. 1700 LaS.
5. GAlVANIZED FRAME AND GRATE
CATCH BASIN TOP
AC -TYPE "c"
USED WI GRANITE CURB
2'-2 3/8-
'0" 2l 10 3/18" to" 10 J/1~ 2·-2 3/8" ~1 2·
~,;, :u.;
•••• -4.
• t" I /-0· .j. 2·-83/+" 0 I 1"-0·+
SECTION A - A
B
--
11 1/~2rlll r;::r:.~·,j· .• ~~lfrr;gff .. ' .-.-
I ,a"o I
~Tlli~
All CATCH BASIN TOPS ARE
TO BE LAID L£\£L..
DESIGN NOJES:
1. CONCRE1E 4000 P.S.I. , 26 OA'tS.
2. REiNfORCElAENT, 14 RR BAR
2"
3. MADE TO STA1E AND TO"" SPEClFICATlON5.
4. WEIGHT, APPROX. 1700 LBS..
5. GALVANIZED fRAI.IE AND GRATE -+<
"NEENAH" R-7506 SERIES
flOOR BOX FRAME AND UD.
OR EQUAL WjS.s. CAP SCREW
UD CLOSURE
N. l.S.
"LeBARON" HOOD DETAIL TOP VIEW IMPERVIOUS TRENCH DAM
ALTERN AlE m: VffE
CLASS "A" CONCRETE
SIT, CONe. PA~MENT
AS SPECIF1ED
4" ARE
~I I rrvrl I
12"
16" ~~r-=-.-l=.ll ct.£AN OUT WI ~
SCREW IN PLUG
GRASS
VARIES SWEEP
VffE
-J-=-NOlE: -4" ~ PVC SEWER PIPE
AND RTnNGS TO BE ASTM
0-3033 OF D-3034-
SDR-35
CLEANOUT REQUIRED EVERY 100' OF LATERAL
, . f
~ ....... 1I-
•
JII'Jm .......... '" lIttIlIN' IlU. BY a-sa: HEAD &lU8S iot3 • !IilS;S lID 1ftII
•
I I
I II I
I I I I
I II I
I II I J·:ii: .....
1:::=:0-:. 'b:m:" --' •
GENERAL CONSTRUCTION NOTES,
.. ' :
• It.4PERVlOUS I.IAlERtAlS SHAlL HAVE A COO'FlClENT OF
PERUEAB\UfY NOT TO EXCEED lxlO"-5 aA/SEC.
~ -'" ... , , .. -......... .
, c· t. ". : ., .. . . --'.' ..... ". '. ". .. . '._/':',. .' .. LL
~PERI,1OUS MATERlALJ NAl111E BACKALl/ 1M' ~Al1\IE BACKFIll.
NA TlVE 8ACKA\.l..
• , • c'· : ~ .. ' . , , . ,
-......... .. :
... ..... . '.-~.'
, , , -, .. , .... . ... I
< •
:. . I . .... -, ..... '.' I
. :. 'c. . I . '. :'. .... : ,'. . '., I
TRENCH PLAN
N.T.S.
'. . . ~ .
..; '.
~. • 1
. --:. . ....
FlN!SH TRENCH
AS REQ'O
BACKfiLL ro
SUBGRADE:
---------
. ---------
------------------
'(;;~!:n'nnttttru:~~SJ _ .... P1PE •• REQ~ .. '. . 'aow.·· .' '" ·:·f1.OW·. ~ OJ
• .:, .... ',.-. ! .•...•.. .... 6" WIN I-_-_::-:_=_=_:c __ =_=_j
.... I
r-----.~. ~·-~"'7'~~~'t"-'~--~---i-~--
IMPER\IIOUS NAlERlAL
TRENCH PROFILE SECTION
N.T.S. N.T.S,
CHANNEL DE:PDj DRY WELL-TYPICAL DETAIL THE WATER IAAIN WILL REQUIRE PRESSURE AND BACTERIA TESTING BEFORE
BEING BROUGHT INTO SERIIICE.
TIIO SHADE TREES SHALL BE PROVIDED IIITHIN 20 FEET OF THE STREET LINE
ON EACH LOT.
FOR REGISTRY USE
APPROV AL UNDER SUBDIVISION
CONTROL LAW IS REQUIRED
PLANNING BOARD-TOWN OF
AGAWAM, MASSACHUSETTS
DATE: W~ lee. d-&O~ • CHAIRMAN:
SANITARY AND STORM SEWER
TRENCH SECTION
CDHPACTED GRANULAR __ -"-.,-BACl(fn...L AS APPRDVED BY THE ENGINEER
INITIAL BACKnLL -.-j--
SPRING UNE Of PIPE
(SEE
NOTES,
CRUSHED STONE
F'OUNDAll0N
6'
AS ORDERED BY
mE ENGINEER
L n£ INSTALLATIOI rF PIPE SHAlL CllNf"~ TO T~ R£QUIREM£NTS
IF ASTli STAHDARD Il-232l. e. n£ EM1l£1lI£KT WlTERJAI... SHAi...L BE 3/.' CIi:lI:5t£I) STI:M:.
3. lJS£ HAN1.I lR IIE(l{AHfCAL TAMPlHG 10 COtPACT THE lIEllDlNG AND
""""'""'" ... GEmI:xTDL T(I Je: USElJ vt£RE AND AS DIRECTED BY EHm£ER.
11J FIlOI -.... -
N.T.S.
Sid1t View
STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE \lITH THE AGA\lAM DEPARTMENT
OF PUBLIC 1I0RKS REIlUIREMENTS.
THE DEVELOPER SHALL NOTIFY THE AGAIIAM DEPARTMENT OF pUBLIC 1I0RKS AT LEAST
4B HOURS IN ADVANCE OF THE TIME llHEN HE PLANS TIl BEGIN OR RESUME ANY 1I0RK.
ALL MATERIALS AND CONSTRUCTION METHODS TO COMPLY IIITH THE STANDARDS OF THE
AGAIIAM OF PUBLIC 1I0RKS.
DRIVEIIAYS ( CURB CUT) LOCATIONS TO BE DETERMINED IN THE FIELD. A PERMIT
FROM THE AGAIIAM DEPARTMENT OF PUBLIC 1I0RKS IIILL BE REQUIREn
I CERTIFY THAT I HAVE
CONFORMED WITH THE RULES
& REGULATIONS OF THE
REGISTER
PREPP,RtNGi
ALL CLAY 8. SILT IN ROADIIAY AREA MUST BE REPLACED IIITH A SUITABLE MATERIAL
TO A DEPTH SPECIFIED BY THE TOliN ENGINEER.
ALL SEilER MANHOLES MUST PASS. A VACUUM TEST, AS APPROVED BY THE TOliN
ENGINEER.
fiffB~f 1\'-11' !i1\'-I!fI\~1' WJf~ VILL fif IIEEfJ1ffD 11'( fFl[ llIJA~D, IT "UH J3AS§
AN INFILTRATION DR EXFILTRATION TEST, AT THE DISCRETION OF THE TOliN ENGINEER,
MADE IN ACaJRDANCE IIITH THE DEPARTMENT OF PUBLIC 1I0RKS SPECInCA TIONS.
SAID TEST IIILL BE MADE AT THE DEVELOPER'S EXPENSE AND SHALL BE MADE UNDER
THE DIRECTION IlF THE TOliN ENGINEER.
THE SANITARY SEWER SYSTEM f.lUST UNDERGO DEFlECTION TESTING.
0' l' 2' 3'
~ __ ~~r---~--ii2
SCALE IN INCHES
~~CECEL/A ESTA rES"
.-------== AILS
ALICE
54
AGAIJ
LANE REALTY, LLC
BARNEY STREET
MASSACHUSETTS
DATE: SCALE: NO SCALE
1-30-2009
REV:4-20~ 200
• EANI-INC. 40 STReET
WESTFIELD, MASSACHUSETTS
SURVEYORS
ENGINEERS
&
\
\
\
\
I .I
FOR REGISTRY USE
BENCH MARK
TOP SPINDLE HYDRANT @ HOUSEN 179
ElEV. = 86.05'
TOWN OF AGAWm
DRAINAGE RIGHTS
I-
W w a:
I-en
I
EXIST. SMH
RIM=B2.84
30"fL=71.04
r ~ t~
6' STKD
fENCE
STORM WAT~R MANAG~MENT ARFA~
LAND N/F SLOPES TO BE STAKED WITH.d i R~~~r:? g~~lNcS~ti~R& EROSION CONTROL BLANKETS \ 3:
FOLLOWING FINAL GRADING AND
GRASS SEED APPLICATIO . \
4' CHAIN LINK FENCE \
\ \ )
N/F
JOHN S. &
JENNIFER A.
N
147.89' "
86
82 -.Jo...1
PROPoSED
, STORM \ GA TE -~
NEW
WOOD
LINE
4' I
VINYL ('Il ...
If,
\
F.F.=B9.5\
r
/
o
I')
LAND N/F
CONSTANCE M. JAEGER
/
/
I
I
85)(10
.%'
I -iF I .g>
/ 85x16
PROP \ 10' WiD~
i / DRAIN \ (;;\ u-i
;' EASEME~ 2~~~~ \;
"'ila----15"-::-;:=+::JM11B" ~1__1Ht;~
/ EXIST.
\
\
\ EXIST. CB 8" -J DRIVE
RIM=77.94 0 15"INV(lN)=70.68
15"INV(OUT)=69.93 0
8"INV(lN)=71.54
:I:
() en
EXIST. CB
O.H.W.
RIM~80.54 ~:;-_-j._~ 10"INV~IN)=75.09
15"INV IN-ELY)=74.49
15 ~NV OUT -WLY)= 74.44
EXIST. CB RIM~80.35
6 "INV(INI= 76.75
41NV(lN =76.85
1 O"INV(OUT)= 75.50
SAW CUT
EXISTING PAVE O.H.W.
U.G. VERIZON
LEGEND
-_ --86 --EXISTING CONTOUR
82x84 EXISTING SPOT GRADE \0
---82 PROPOSED CONTOUR 15"
• EXISllNG IRON PIPE
o CONCRETE BOUND TO BE SET
o IRON PIPE TO BE SET
STORM DRAIN PIPE
CB III CATCH BASIN
DMH 0 STORM DRAIN MANHOLE
----SAN SEWER PIPE
SMH 0 SAN SEWER MANHOLE
c -" --CAS MAIN
G.G.· GAS GATE.
v-v -----v--UNDERGROUND VERIZON CABLE
WG" EXIST. WATER GATE
'H------"II--WATER MAIN
'd EXISTING HYDRANT
-e-UllUTY POLE
WA SOIL TYPES AGA
~ TREELINE
L.xP. DRAINAGE LOW POINT
H.xP. DRAINAGE HIGH POINT
TH#l ~ SOiL TEST LOCATION
,0
'"
EXIST. BIT. CONC. ORNE -'<::t-~--;;;;--:CU::::GHT-=--
POl£
'82
R=15QO'
L=24.2~
4'
EXIST.
01O"APPLE
LAND N/F
HALE MEEKINS RESIDENCE, INC.
PROPOSED 5' WIDE CONCRETE
SIDEWALK TO BE CONSTRUCTED FROM
PROPOSED ALICE lANE TO THE
EXISTING SIDEWALK AT HEARTHSTONE DRIVE,
EXIST. BIT.
CONC. DRNE
EXISTING
SIGN
EXISTING GRANITE
SLOPED EDGING
ON RADIUS
HEARTHSTONE DRIVE
I \ \
, F.F.=88.-Q 0
, \ I')
I TH#2 60'
I \ , \
, 8" APPLES
2+00
\
\
\
\)
R=15.
L=L.~).Jb"
3+B7.01
--
SHED
~
~SHED
Q)~
-I--@
2Z] SHED
LAND N/F LAND N/F
DOMENIC PELLEGRINO
& FRANCESCA S. FRIGO
LAND N/F
MICHAEL C. BUTT
& LAURIE A. BUTT DONALD W. GALLERANI
& LORI E. GALLERANI
DATE;
NOTE: NEW CATCH BASINS TO BE
COVERED WITH MIRAFI FABRIC OR
HAVE SILT SACKS INSTALLED
* PARCEL "A" TO BE CONVEYED TO HALE MEEKINS RESIDENCE INC.,
PARCEL "B" TO BE CONVEYED TO DOMENIC PELLEGRINO &
FRANCESCA S. fRIGO, AND PARCEL "C" TO BE CONVEYED
TO MICHAEL C. BUTT & LAURIE A. BUTT.
APPROVAL UNDER SUBDIVISION
CONTROL LAW IS REQUIRED
PLANNING BOARD-TOWN OF
AGAWAM, MASSACHUSETTS
-.itt' ori.L\l" J ~oC q,
CHAIRMAN:
Bh65
86x98
LAND N/F
ROBERT W. JmiNSON.
JR. & LISA A.
-------.....
88x31
NEW
"'..:>:'( /' WOOD
LINE
, __ '1'<'---86 ~ -* ;< -> 86.08
\2,2SHED
LAND N/F
STEVEN GRASSO
& JILL GRASSO
SOIL TESTS
(PERFORMED BY JAMES E. LEONARD, P.E. ON 12-30-0B,
WITNESSED BY RICK SEIDNITZER. AGAWAM ENGR. DEPT.)
EL=B2.5' EL=B2.6' EL=B6.3'
TE5THOLE #1 TESTHOLE #2 TESTHOLE #3
TOPSOIL-
HUMOUS,
MANY ROOTS ----jr---8"
SUBSOIL-
fRIABLE,
MANY ROOTS
SINGLE GRAIN
fiNE LOOSE
SAND
--t----l0'
WATER @ 9'
WEEPING 4) 7' (EHW)
LAND N/F
TOPSOIL-
HUMOUS,
MANY ROOTS
--t--12"
SUBSOIL-
fRIABLE,
FEW ROOTS
--t--40"
SINGLE GRAIN
FINE LOOSE
SAND
WATER @ B'
WEEPING 4) 6'
(EHW)
10'
TOPSOIL-
HUMOUS,
fEW ROOTS
----t--g "
SUBSOIL-
FRIABLE,
fEW ROOTS
---/---36"
SINGLE GRAIN
lOOSE SAND
--;----10.5'
WATER @ 10'
WEEPING @ 10'
(EHW)
JILL M. PALLAZOLA &
JEFFREY T. SUPRENANT
--------. LAND N/F
MARYANN LEBOEUF
I
I
\
\
I-
I' I , 84x66
} I
I I
I -..J!--'::::...-__ -'.-/ r----I I 84'18/,r-
/ .%' ( 18&.29
f )
I I 'I //1
V
I
)
/
(~\
I "
/ '" I ~
4' LINK FENCE
L __ B8-~
'.,
'.,
~, ~ C,y~.v "-
LAND N/F
ADAM J. GRIMALDI LAND N/F
RAYMOND J. GOBEILLE,
JR. & CARRIE A.
GOBEILLE
STOCKADE
FENCE
\
\
86)(79
\
LAND OF
\
\
)
(
\
~
I
l
/
v,\< "-
LAND N/F 'I-"{) "-
KENNETH A. ALBANO .v,,~ ~
& LAURA L. ALBANO J
COREY COLONIAL CONDOMINIUM
LAND N/F
KURT J. DAHDAH
<f"
" \
\
\
\-
r
82x47 \
82xB4
~
I
\
I
\
\
I
I
)
(
I
I ,
~
)
~ 4' STOCKADE
FENCE
ROOF
DRAIN
LAND OF
COREY COLONIAL CONDOMINIUM
ROOF
DRAIN
ROOF
DRAIN
4' STOCKADE
FENCE
ZONE LINE
/ NOTE:
NOTE:
GRADING PLANS ARE REQUIRED FOR ALL LOTS. ALL OWNERS MUST FOLLOW THE LOT GRADING PLAN
PROCEDURE AS PER AMENDMENT TO SECTION 159-12.E. OF THE SUBDIVISION REGULATIONS.
AS BUILT GRADING PLANS ARE REQUIRED FOR ALL NEW LOTS.
SEDIMENT CONTROL LEGEND
••• i .... 91' flO m iii m + .hi .... IO ... +p Sf' t#
)( x )(
----x---x--x---x-
ARMORED SILT
SILT FENCE (
SILT FENCE (
FENCE
SITE CONSTRUCTION )
HOME SITE CONSTRUCTION
15' MIN STONE ENTRY / "TIRE CLEANER" PAD
) 0' 40' BO' 120'
~= :
SCAl.E IN FEET
ZONE: RESIDENCE A-2 AND AGRICULTURE
CECELIA ESTATES"
EROSION / SEDIMENT CONTROL PLAN
MASSACHUSETTS
FOR:
ALICE LANE REALTY, LLC
54 BARNEY STREET
AGAWAM, MASSACHUSETTS
DATE: SCALE: 1" 40'
1-30-2009 CHEC
. L. BEAN. INC. SURVEYORS &
ENGINEERS 40 SCHOOL STREET
§If
30b~-F
LOCUS MAP
LOCUS
N.T.S.
PROPOSED CENTERLINE GRADES
0-6.9' 197.3'±( EDGE PAVE. SILVER STREET )
H.P.@ 0-3 197.S'±
0+0 = 197.2'±
1+0 196.1'±
L.P.@ 2+02 ~ 19S.3'±
2+0 195.3'±
H.P.@ 3+0 19S.8'±
4+0 19S.0'±
5+0 194.0'±
6+0 193.0'±
L.P.1ll> 7+0 -19Z.3'±
8+0 193.0'±
H.P.@ 9+0 193.8'±
10+0 = 193.0'±
L.P.@ 11+0 = 192.3'±
12+0 193.0'±
H.P. @ 14+90 = 19S.7'±
13+0 194.0' ±
14+0 195.0'±
IS+0 195.7'±
16+0 194.5'±
16+ 71.6 193.4'± END PAVEMENT
H.P. @
0-12'
0+0
1+0=
1+98 =
PROPOSED CENTERLINE GRADES
193.0'±( EDGE PAVE. DOANE AVENUE
193.Z'±
194.S'±
195.7'±
* f\CT[: TIF FxlSTING
LAND N/F
JAMES 8.
LILLIAN
\.tHITE
/
LEACHINc; nASIN ",.-
/ k~~M;ROPOSED DRAINAGe ;/\
r---
LAND N/F \
GHEDI 8. \
ELLSI.JORTH /
/'"
z Cl
OJ
il' ( " EXIST. 0 ( ) ~ ______________________________________________________________________________________________________ ~~'~,~----~~--~~~/~---------------1~~------.x 192.6 LAND N/F
/ '''---_________ DOANE AVENUE [/ ___ ~~-_~~~____ _ _______ -w c., G x s\~ ~~~D':' ~ER6.0SIERS
EXIST.
HYD.
LAND N/F
CHARLENE M.
SOVEROI.J
I LAND N/F I LAND N/£.;r-~AND N/I'>---LAND N/F LAND N/F, LAND N/F
RONALD J,j S~~-MH:;~L A. DONALD-T. I KENNETH 8. I SHLART :Jg~-EL_Slld6RT 8.
8.d'NDRMA( I. GAY, SR. 8. LUCY DELbRES,./'" SHIRLEY SHIRCEY-
ABANA \ GAUNT JONES -KIBBE KIBBE
/ I \
/ I \
I \,
/", "
LAND N/F I LAND N/F
MICHAEL _ -lOCE-pf:j 8.
-RfHlE-I-N5-8.-LINDA
ANGELA JACOBS
RICE
1394.66'
LAND N/F
ROGER A.
SHERRY
LAND N/F
VlILLlAM A.
8. JOAN
MARTEL
LAND N/F
BARBARA J.
MASON
ASPENWOOD LANE
LAND N/F
ROBERT VI.
8. DEBORAH
GRIFFITH
--.. _____ ~.fi~ _
L=24.0'
LAND N/F
HARRIET S.
KEOGH
8. RUTH L.
COSIMINI
R=IS' L=26.2'
R=250.0·
L=35.1·
to o ~
PARCEL B / ~ "'.
LEGEND LAND N/F
0. U POLE
-----',/------
10
DMH 0
SCM ... o
---ss---
H.P.
L.P.
iS4.:'l X ...
A9
EXISTING CONTOUR
EXISTING UTILITY POLE
EDGE OF I.'OODS
I.'ATER MAIN
PROPOSED HYDRANT
STORM DRAIN MANHOLE
SAN IT ARY SEI.'ER MANHOLE
SANIT ARY SEI.'ER
CATCH BASIN
DRAINAGE HIGH POINT
DRAINAGE LOI.' POINT
PROPOSED SPOT GRADE
EXISTING I.'ETLAND
SILVER STREET REALTY, LLC
('.-'~-,
l. ,
)
LAND N/F
RAYMOND F. 8. JOANNE LUCIA
REVIEWED & APPROVED BY
AGAWAM PLANNING BOARD //
DATE
CHAIRMAN:
PROPERTY SHOWN IS OWNED BY
ASPENWOOD ASSOCIATES, LLC
SEE H.C.R.D. BOOK 17746 PAGE 290
AND
GUSTIN CARUSO ET.AL
SEE H.C.R.D. BOOK 17802 PAGE 126
AND
RA YMOND E. DEROSIERS
MARIL YN A. DEROSIERS
L.C. CERTH 22624
SEE PLAN BOOK 321 PAGE 76
~ ~
I.' 03
1.'10 .
111102
WETLANDS DELINEATION HAS BEEN APPROVED BY
AGAWAM CONSERVATION COMMISSION ON MAY 12, 2011
LAND N/F
CAAC, LLC
LAND N/F
COSIMINI
PARCEL A DETAIL
PARCEL A TO BE TRANSFERRED
TO ASPENWOOD ASSOCIATES, LLC
DOANE AVE.
PARCEL A 3
69.0'
ASPENWOODS LANE
R=15.0'
L=I1.S'
PARCEL B
PARCEL B TO BE TRANSFERRED
TO RAYMOND E. AND
DEROSIERS
MARILYN A.
II
/
/
/
\ / '-J
r"\
I )
I I
I I
/ I // I
/ I
/ \ I ,
/
LAND N/F
VIES TERN MASS.
ELECTRIC CD.
LAND N/F
JOHN F. ROSA Tl &
T~OMAS J. ROSA Tl
• I
, "
'-
J r~)
6 " --\ // 9''/.9-0 ,. ~\.\
t::
'>f-1.'108
AREA SHOWN 23.3 ACRES+
SCALE I N FEET
0' 80' 160' 240' ~-~--.-~iiiiiii~~I __ ~
ZONED: AS SHOWN
FOR:
ASPENWOOD ASSOCIATES, LLC.
P.O. BOX 270
EAST GRANBY, CT.
DATE: I-S=.:C::..A.:.=L=:E :_.:...1'_' _.::..80:",'---1
6-17-2011
REV: 7-14-2011
EAN, INC.
40 SCHOOL STREET
MASSACHUSETTS
SURVEYORS &
ENGINEERS