HomeMy WebLinkAbout25-01P Cross Town Trail Phase 1ATOWN OF SOUTH WINDSORPLANNINGasZONINGCOMMISSIONAPPLICATIONFORM
Application Number:-
Official Rcceipt Date:VH /’l§‘
VPC Application #:Q‘iM"
“/1 (APPLICANT /(/V OQLV‘
PROJECTNAME M“A Sf f K}F/mSf ’Lv/r‘1a.}
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OWNER OF RECORD ON LAND RECORDS:
OWNER ADDRESS:7b i kryssq ,m enmgm ROM ,O HOW Suum mt,
G13 PIN #ZONE £R
NAME,ADDRESS,TELEPHONE a;EMA1L ADDRESS OE PERSON To WHOM INQUiRIEs SHOULD BE DIRECTED:
MMM K OWE v [WU “MK ,w’l—I~Z/L rfe‘n‘7é‘l.321.0 —
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rqnJLj l/Q'Dg'g 1:9 rp./11‘kb4"fic’Q/‘CfgmJ Estimated presentation time
THIS APPLICATION [S FOR:(Check all that apply):
Zane Change to (Public Hearing and Certificate of Mailing Required)
Open Space Subdivision/Resubdivision (Public Hean'ng and Certificate of Mailing Required)
Subdivision D Minor E Major
Resubdivision (Public Hearing Required)D Minor D Major
Conditional Subdivision
Special Exception to Table 3 'I I A (Public Healing and Certificate of Mailing Required)
E.Site Plan of Development D New D Modification Building(s)Sq Ft
General Plan of Development
UEDDDD
Earth Filling (Sec.7.6)and/or Earth Removal (Sec.7.16)(Public Hearing and Certificate of Mailing Required)
Regulation Amendment D Zoning E Subdivision —Attach proposed amendment (Public Hearing Required)
Temporary and Conditional Permit (Public Hearing Required)for
Temporary and Conditional Permit Renewal for
Detached Accessory Apartment
Major Home Occupation (Public Hearing and Certificate of Mailing Required)for
Other (explain in detail]
PLEASE NOTE:An Application Pending Sign is required to be posted on the property for Q applications
ten (10)days prior to being heard by the Commission
DDDDEDDD
)(L/
Si nature or licant Siotfture of Pr pem Owner
Print N e of App cant Print \Iame of Propern Owner Revised 9"i ;’2023
\Oll»__(1"VWCMM VWIQ W
;
The Town of South Windsor is actively planning the development of a 6.2-mile multi-use
recreational and transportation trail along the Eversource power line corridor. On June 2, 2017,
the Connecticut Department of Energy and Environmental Protection (CTDEEP) designated this
section of the corridor as a CT Greenway. This trail will provide a safe south-to-north route
through the town for pedestrians and bicyclists. The southern terminus will connect to the
Charter Oak Greenway, the East Coast Greenway, and the future Central Connecticut Loop Trail.
The northern terminus, located in the northeast corner of South Windsor, will link to the farming
communities of Ellington and East Windsor.
The majority of the land along the proposed trail corridor is owned by Eversource and the Town
of South Windsor. However, certain sections of the corridor traverse privately owned land. For
these areas, the town is actively seeking permissions and securing easements to facilitate trail
construction. The trail will be paved, 10 feet wide, and designed to meet accessibility standards
for individuals with disabilities. Construction will be executed in phases, with Phase 1 focusing
on the central portion of the trail. Phase 1 will connect isolated trails and provide links to three
key town facilities: Wapping Park, Priest Farm, and Nevers Park. Phase 1 has been further
divided into two sub-phases, Phase 1A and Phase 1B, with Phase 1A being the focus of this
application.
Phase 1A begins in Wapping Park and extends northeast to the Priest Farm property along
Sullivan Avenue (CT Route 194). A new trail parking area is proposed at the terminus of Phase
1A. This section of the trail spans approximately 5,500 linear feet and includes a boardwalk
system of over 60 feet to traverse wetlands within Wapping Park. All funds have been secured
through grants and necessary approvals from property owners and local commissions for this
phase have also been secured outside of Planning and Zoning.
Page 1 of 2
703 C M .
mL1064m%2?0WARRANTYDEED-STATUTORY SHORT FORM
To all People to whom these Presents shall come,Greeting:1 0 4 1
KNOW YE,THAT RSK-KELLCO/INC,a corporation organized and existing underthelawsoftheStateofConnecticut,with a principaloffice located in the Town ofSouthWindsor,County of Hartford and State of Connecticut,herein designated astheGrantor,for consideration paid,received to its full satisfaction of THE TOWNOFSOUTHWINDSOR,a municipal corporation having territorial limits within theCountyofHartfordandStateofConnecticut,herein designated as the Grantee,does give,grant,bargain,sell and confirm unto the said Grantee,with WARRANTYCOVENANTS,all that certain piece or parcel of land,with the buildings andimprovementsthereon,situated in the Town of South Windsor,County ofHartfordandStateofConnecticutbeingmoreparticularlyboundedanddescribed inScheduleAattachedheretoandmadeaparthereof.
Said premises are subject to taxes on the List of October 1,1998,which taxes theGranteeshereinassumeandagreetopay.
Said premises are further subject to the following encumbrances:1.Any and all provisions of any ordinance,municipal regulations oror public orprivatelaw.2.Drainage Easement in favor of the Town of South Windsor dated July 12,1991 and recorded July 25,1991 in Volume 613 at Page 121 on the SouthWindsorLandRecords.3.Sewer Caveat in favor of the Town of South Windsor dated and recordedApril27,1971 in Volume 136 at Page 254 on the South Windsor Land Records.Easement in favor of The Connecticut Light and Power Company dated May18,1955 and recorded May 31,1955 in Volume 51 at Page 262 on the SouthWindsorLandRecords.5.Easement in favor of The Connecticut Light and Power Company dated luneI
20,1955 and recorded20,recorded June 29,1955 in Volume 51 at Page 343 on the SouthWindsorLandRecords.6.Easement in favor of The Connecticut Light and Power Company dated
a March 2,1965 and recorded March 10,1965 in Volume 106 at Page 482 on theSouthWindsorLandRecords.7.Boundary Line Agreement dated and recorded April 21,1966 in Volume 113iatPage542ontheSouthWindsorLandRecords.i 8.Any state of facts an accurate Survey or personal inspection of the.propertymayreveal.
Being a portion of the premises conveyed to the Grantor herein by Warranty DeedofV.ioseph Ficca and Mary L.Ficca dated September 17,1986 and recordedSeptember18,1986 in Volume 450 at Page 82 on the South Windsor Land Records.
IN WITNESS WHEREOF,RICHARD S.KELLEY,President of RSK -KELLCO,INC,has hereunto set his hand this 25th day of February,1999.
Signed and Delivered in the presence of (Type or Print name below each signature.)
WITNESSES:GRANTOR:RSK -KELLCO,INC.
4n,
i M “gm By:Richard S.Kelley/Rresident
CONVEYANCE TAX RECEIVEDgSTATEsLOCALs No.XMM.MI(‘/f,f£b ,.%.town eisax OF scum wmnsoa
3"\
Volume:1064 Page:270 File Number:001 041
Page 2 of 2
mL1064M%271
SCHEDULE A
All of that parcel of real propeny located in the Town of South Windsor,County of
Hartford and State of Connecticut.being more particularly bound and described as
follows:
NORTHERLY:Partially by land now or formerly of Kingman,partially by land now or
formerly of Waldron.partially by land now or formerly of Muir and partially
by land now or formerly of Gerich;
EASTERLY:Partially by land now or formerly of Kingman,partially by Clark Street and
partially by land now or formerly of Brogard;l
SOUTHERLY'Partially by land now or formerly of Brogard‘partially by land now or
formerly by Krieski and partially by other land of the Granlor (said
boundary running along an existing barbed wire fence);and
WESTERLY:Partially by land now or formerly of Buckland,partially by land now or i
formerly of Willard and partially by land now or formerly of Gerich.
said parcel containing approximately 47,2 acres and being the northerly portion of the
property described in a Warranty Deed to the Grantor recorded at Volume 450,Page 082
of the South Windsor Land Records.
.
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STATE OF CONNECTICUT,
COUNTY OF HARTFORD
Personally Appeared RICHARD S.KELLEY,President of RSK ‘KELLCO,INC.,
as aforesaid,Signer of the foregoing Instrument,and acknowledged the same to be
his free act and deed as such President and the free act and deed of said corporation,
before me.
ss Manchester February 25,1999
Connm‘ssrmm of the uperior Cuurf'S
CQIQ lot},71/'sari‘v
Volume:1064 Page:270 File Number:001041 Seq:2
:
Page 1 of 2 Lgg’é E'll;§3$1an
Volume 519 Page N9 260
wwumuWnmFm
vl473
‘KNOW YE.THAT 1,DAVID n.usaswa,of the Town at South windsor,County o£
Hartford and State of Connecticut.
To nll People to whom these Presents shell come,Greeting:
for divers good causes end considerations thereunto moving.especially {at
Cuns lde rat ion othe r than money
received to my fullsatisfoction of THE SOUTH wrNDsoR LAND
CONSERVATION TRUST.1Nc..a Cunnoctlcut,rum—profit corporation with Its principal
place or buainesa in tho Town u£South Windsor,County of Hartford and State uf
4 Connecticut.
have rcmlsed.released,and forever quivclaimed.and do ‘by these presents,for
myself and my and heirs.justiy and absolutely remise,release.and forever
curt-CLAIM untothe said ma sour“wwosoa LAM)consgavanon TRUST.mm,its i
itimoud assigns forever.all such right and title as I the sold
mwm a.HEBSTER
haVe or ought to have in or to
A certain piece or parcel of land designated as parcel to be conveyed by David B.
Hobatcr an shown on a map entitled "Property of David B.wehatur Ellington limid South
Hindsor Conn.Scale l"u 60'Mar.1973‘Additiona May 1986 Petersen 6t Hoffman.L.S.”.
aaid piece or parcel of land being bounded and described as follows!
Commencing at a poinc which poinL is 218.8l feet northerly «If tne northerly llno
of Ellington Road and which point marks the southeaarerly corner oi the herein
conveyed parcel;thence northerly,l97.00 feet more or less to a point in the
southerly line of land new or iormerly of Norman P.Prteet as shown on saidimam
thence westerly,805.00 feet more or less along the southerly line of 5aid land now
or formerly of Norman P.Priest to a point in the easterly line of land noinor
formerly ofoHarmony O.Bolstridge;thence the line turns southerly at an interior
angle of 91 31"along land now or formerly of Harmony O.Bolstridge and Martha Eo
Hilliams,in part by each,194.2 feet to a point:thence at an interior angle of
88 k8'in a line running easterly along the northern houndary of land new or formerly
of the grantee herein.831.60 feet to the point and place of beginning.
tn'u conveyance is made upon the express condition that the property herein
conveyed shall bo held by the grantee (or conservation purposes only and that tho
grantee shall maintain the property in its natural state.In the event that said
condition is broken by the grantee,its successors and or nsnignsr title-to the
herein conveyed property shall revert to the grantor.his hairs.successors and/or
assigns.
WW TM RECEIVE
“0.x.
Page:260 File Nugnber:001473 Seq:1Volume:519
Page 2 of 2
N9 261"wV dlum‘e 519 Page
wwaih‘wiqJnbnv4'x-
'lb Have and 'Ib Hold the premises unto THE sourn wwnson mm CONSERVATION
TRUST.INC.
and to 1:.léWhsalgnmotheonlyuaemdbehoofof Ir
forever,so that neither 1 ,the said I DAvxD B.HEhSTER
,nor any person or persona‘in My namo‘s)nnd'behalf,aha]!or will
hereafter claim or demand any right or title to the premises or any part.themaf,but they and
every one of them shall by these presents be excluded and forever barred.
lN UNESS WHEREOF,I.DAVID B.WEB$TER
e its “WW
my 19 57handthis2hrhdayofpebwa,yhavehereuntoset
Slmd and Dellvond ls the pnnnu in».or Prim name below mi suntan.)
liavta L .........................David h Websterhulman
/(£/2/(‘((M “Audi:1......................N"
.
.
H
Patricia Des Jainsrd
lnen-en-eueoeneoesesnee-sewn-esuu-ouus see-nyenseeel.eoenoose-e'o-sooees-oovs.
February 21o 19 81
I.
STATE OF CONNECTICUT.as.some wmnsosCOUNTYOF‘HARTFORD
Personally Appeared DAVID a.wEBsTER
Signer“)of the foregoing Instrument.and acknowiedged the some to be I his :
free act and deed.before me.......w¥w\David L Schulman
WWXWIW#IWW
STATE OF CONNECTICUT,u.COUNTY OF
Personally Appeared
19
,as aforesaid Signer of the foregoing Instrument.and:V '
acknowledged the same to be free sci and deed as suchandthefreeectanddeedofssidcorporation/partnership.before me.
rantees 'Address
505+it,ladéw.it:i L C4 ..Ql995f9x ..
h,.t
mu «tent Town lerk
“warren-4
Volume:519 Page:260 File Number:001473 Seq:2'
Page 1 of 2
l55‘1 EH M‘Lm
ml!l7)CONNECI'ICUT -WAIIANYY DEED 'Umwl l.l:ullt.u.tn ain‘t v ,"v.‘'vol 114 FAGI137‘
MM"MWW;$§S;
@naHMletulwm mmlimtgg aMnmp.(l§1IPrImg;
Kunm w.Thu:I,STANLEY WALDRON;of the Town of South {indsomCountyorHartfordandStateofConnecticut'x ‘v
l
tot the consideration of ONE DOLLAR and other valuable considerations
received to my full satishctiou of THE CONNECTICUT LIGHT AND P0“m COMPANY
a corporation specially chartered by the General Assembly of the State
of Connecticut,and having its principal office and place or buainese
in the Town of Berlin,in s’aid State of Connecticut,and a mailing
address of P.O.Box 2010,Hartford,Connecticut ‘
do ’give,grant.bargain,sell and confirm unto the said THE CONNECTICUT LIGHT AND .‘
POWER COMPANY,its successors and assigns forever,a certainpiece,or v
parcel of land situated 0n the south side of Ellington Road,"a-ls_ol >
known as Connecticut Route No.30,in the Town of South Windsor,ounty
ofand Hartford,described Stateas follows:of Connecticut,and
{
being more particularly/Ibo “‘n ded
‘--
'l i
Commencing at a monument on the southside of ‘EllingtonlRoad,
malso known as Connecticut Route No.30,marking the northwe‘s‘t corner of i
land herein described and the northeast corner of land now,or'former1yn
of Mary G.Muir;running thence-S 89°12'E 155.2 feet along said ,
south line of Ellington Road,also known as ConnecticutRouteNo.30,
to‘a monument replacing an iron pipe,which monument marks the north;
east corner of land herein described and the northwest corner of-land
now or formerly of John Borisewich;running thence S 0°#8!:w 189.7,.
feetreplacing along an said iron land pipe,
now which,or formerlymonument ofHJohnmarks Borisewichthesouthwest to!a cornerofmonument -i .¥said land now or formerly of John Borisewich;running thence along
other land now or formerly of the Grantor the following three courses
and distances:N 88°57'H 62.3 feet to a monument;thence S 26‘:21''W 239.2 feet to a monument;thence’S 26°21'w 101.?feet to a monu-
-ment marking the southeast corner of the land herein described and the
southwest corner of said other land of the Grantor;running thence N.
°55'w 120.3 feet along land now or formerly of Earl Brogard et a1
-to‘a monument in a wire fence.marking the southwest corner'of thegland,
herein described;running thence along land now or formerly of Mary G.
Muir the following four courses and distances:N 29’01‘E‘85J4-feet
to a monument in ,ssid wire fence;thence N 21°.1&9'E-75.8 feet to a.’
monument in said wire fence;thence N 20°06'.E 106.4 feet to a copper
pin in a 36 inch elm stump at the end of.said-wirefence;thence N 17‘
35'E 218.6 feet to a monument at the point of beginning and being
bounded:I.,\
NORTH by suington Road,also known as connectiett-Routeo.30;g -.
EAST by land now or formerly of John Borisewich;
SOUTH AND .SOUTFEAST by other land now or formerlyvof the Grantor;'\‘1
SOUTH AGAIN by land now or formerly of Earl wogard et a1;and ‘J
nonmwssr by land,now or formerly ‘or nary s.Muir.
Meridian.:The above bearings arel'referredi-toi'the True
Book:11:4'Page,,5equence:197
C
w
Rage 2 of 2
Jm .114 Phfy£138 A
_3a1d piece ‘6r parcel’conta1n3~l.7 acres.morepr less,and in a
part or the premises conveyed to the Grantor herein by warranty deed
from Martha E.Williams dated November 6,1952 and,recorded in Volume1+2,Page 503 of the South Windsor Land Records”’‘
-Said piece or parcel or land is shown on a certain map or plan
entitled "The Connecticut.mght &Power Company Ber11n,>Connecticut
Job Clark Street Jct.-Barbour mll Title Plan showing land to be
acquired from Stanley Neldron Town or South Windsor‘Scale lf'=200'
Date l1-l2—65 No.1730u-F",a copy or which map has 'been or will be
riled for record with the Town Clerk in said Town of South Windsor.
-g:e_.w.P
”e The Grantor reserves for himself.hie heirs and assigns,a right
at his own expense,to conetruct,maintain and use a roadway,including
the right to install and maintain utilities,over the 50-foot right.of
way shown on the said map for the purpose of ingress and egress be-
tween Ellington Road and other land or the Grantor,said right to
terminate at such time as the Town of South Windsor shall accept said
right of way as a public street.It is agreed that the Grantee shall
not'be obligated to construct or maintain said roadway.The Grantor
also reserves a 15 foot wide drainage right of way,shown on said map
as "5’DITCH",extending west from other land of the Grantor across
the premises described herein toward the Podunk River.*The Grantor,
for himself and his heirs and assigns,agrees to save the Grantee and
forits successorsdamages which and mayassignsarise harmless.out of orfrom be anytraceableand all to damagesthe exerciseand claimof T
the rights herein reserved.'
The Grantee,for itself,its successors and assigns,agrees,by
acceptance ofthis'deed,that it will convey all of its interest in
said 50—foot right of way to the Town of south Windsor at such time
as said Town shall accept said 50-foot right of way as a public street
*The oenterline of said 15 foot wide drainage right of way is
the center line of said 5 foot ditch.!
'~..-—-‘.i_.
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"uy
F“H.
'Book:114'Pagé Sequence:198
Page 1 of 3
Ln
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01185
O
k‘JJvnL115WZ54
TO ALL PEOPLE TO ”WM TmE PRESENTS SHALL CCW,G R E E T l N G
KNOW YE,mat I,MARTHA E.WILLIAMS,of the Town Of South
windaor,County or Hartford,State of Connecticuc,for the con.
aidaration or a valuable sum 1n dollars received to my full setia-
faction or THE CONNECTICUI‘LIGHT MfD Pcwm CCMPANY,a corporation
specially chartered by tha General Assembly of the State of Connec—
ticut and having ita principal office 1n the Town of Berlin,County
01‘Hartford,in said State,do give,grant,bargain,sol}.and oonflrm
unto said THE CONNECTICUT LIGHI'AND PO‘JER CCMPANY,that certain piece
or parcel of land si tuated northerly of Connecticut State Highway
Route #30,also known as Ellington Road,in said Town of South
Windsor,containing 3.7 acrea,more or loss,bounded and described
as follows:
Commencing at a monument on the northerly highway lineofConnecticutStateHighwayRoute#30,also known ae EllingtonRoad,marking the southeasterly corner of the land herein describedandacornerofotherlandoftheGrentor,which monument is locatedN69°29’W 131.5 feet meaaured along said highway line from a C.H.D.monument marking said highway line;thence continuing the followingthreedescribedcoursesanddistancesalongsaidhighwayline!N 89°29'W 250.0 feet,more or less,to an iron pin;thence IE 89029'w 63.5 feet,more or lass,to a copper pin on the easterly bankofthePodunkRiver;thence N 89°29'w S feet,more or less,to apointonthemiddlethreadofsaidPodunkRiver,which point marksthesouthwesterlycornerofthelandhereindescribedandccorneroflandnoworformerlyofVirginieM.Hillard;thence followingsaidmiddlethreadnortheasterlyandnortherly5&0 feet,more orless,along said lend now or formerly of Virginia M.willord andalonglendnoworformerlyofAndrewL.Serra,ct al.,each inpart,to s point,which point marks s corner of the lend hereindescribed,said lend now or formerly of Andrew L.Serra,st el.,end e corner of other land of the Grentor;thence the followingfourdescribedcoursesanddistancesalongsaidotherland of theGrentor:H.26°21‘E 18 feet,more or loss,to s copper pin ontheeasterlybankofsaidFodunkRiver;thence N 26°21'7~(M5feet,more or less,to a point marking the southwesterly Edge of a50-foot right of wsy to be reserved;thence II 26°21‘E 50.1 feet,more or less,to a point marking the northwesterly edge of said50-foot right of wey to be reserved:thence 1-1260 21‘E 50.0 feet,more or less,to a monument in s wire fence,which monument marksthenorthwesterlycornerofthelandhereindescribed,a corner ofsaidotherlandoftheGrantor,and land now or formerly of Harmony C.Boletridge;thence the following four described courses end distancesalongsaidlendnoworformerlofHarmonyC.Boldstridge,alsofollowingsaidwirefence:S 7°29'E 75.2feet,more or less,
Book:115 Page‘S_equence:264
Page 2 of 3
VOL 115 mm255
to an iron pin;tHenca S 67°29'E 111.5 feet,more or less,to a
copper pin‘;thence S 61°30'E 19.3 feat,more or lesa,to a copper
whichpin;thancemonument S 66°marks 115'theE 9h:7northeasterlyfeet,more corner0r less,of landto a monument,herein des -
cribed,said land now or formerly 01‘Harmony C.Bolstridge and other
land of the Grantor;thence the following three described courses
and distances along said other lund of the Grantor:S 26°21'W 50.0
feet,more or less,to a point marking the northeasterly comer of
said 50-foot right of way tn be reserved;thence S 260 21‘W 50.1
feet,more or less,to a point marking tho southeasterly corner of
said 50-x‘ooc right;of way to be reserved;thence S 26“21'W hh6.6
feet,more or 1e53,to the monument at the point and place of beginning.
Bounded:
KCHTEERLY by land now or formerly of Earmony O.
Bolatridge;EAS'fhRLY by other land of the Grantor;
SOEI‘I‘PERLY by Connecticut State Highwey Route #30,
also known as Ellington Road;
1ICRTH‘.IESTERLY and .4I-;S‘1ERLY by land now or formerly
of Virginia M.Millard;and
I-GAIN WESTBRLY by land now or formerly of Andrew L.
Sarra,at 31.,and by other land of
the Grantor,each in part.
The above bearings are referred to the True Meridian.
Said land is more clearly designated and defined by a map
entitled "THE CCNNECTTCU'I‘LIGHT {c PCJER COMPANY Berlin,Connecticut
Job Clark St.Jot.-JBarbour Hill S‘.S.Title Land to be Acquired
from Hertha E.Nillieme,Town of South 'Nindeor Scale 1"=200‘
Date 6-21-5o No.1730h-H”,a copy oi‘which map hea been or will be
filed for record with the Town Clerk in said Town of South windsor.
Being a part of the lend acquired by the Grantor herein
from the Estate of daldo F.Grunt.by Administrator’s Deed dated
June 10,1933,recorded in Vol.32,Page 161i,of the South Windsor
Land Records.
The Grantor reserves to herself and her heirs,adminis-
trators,executors and assigns,the right to construct,maintain and
use a roadway fifty (SO)feet wide over and across the land herein
conveyed in the location shown on the aforesaid map,for the purpose
of ingress and egress,on foot or in vehicles,to and from her remain-
ing land situated easterly of the land herein conveyed,to her other
land situated westerly of theland herein oonveyed.The Grantor agrees
for herself,her heirs,administrators,executors and assigns,that
any roadway built in such location,shall be constructed and main.-
tained at approximately the existing ground level;that it will be
constructed and maintained at her sole expense;that the Grantee
will have no obligation whatsoever with respect to such roadway;
and that she will save the Grantee and its successors and assigns,
harmless from all damages and claims for damages for injuries,
whether to person or property,arising out of or that may be
traceable to the exercise of the right herein reserved.
The Grantor also reserves to herself and her heirs,
administrators,executors and assigns,the right to maintain and
use the existing drain tile now crossing the land herein described,
and the Grantee,for itself and its successors and assigns,agrees
to repair any damage to said drain tile that may result from its
use of the land above described.
t
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Page 3 of 3
voL 115 wZGS
TO HAVE AND TO HOLD the above granted and ber3a1ned
pramiaoa with the appurtenances thereof,unto the said Grantee,
its suooaaaors and assigria forever,to its and their own proper a y.use and behoof .
AND ALSO,I,the said Grantor,do for myself,my heirs,
executors and adminiatrators,covenant w1th the send Grantee.‘its
succeasora and assigns,that at and until the enaeanng or these
presents I am well seized of the premises as a good indefeasibla
estate in fee simple,and have good right to bargain and sell the
eeme 1n manner and form as ie above written,and that the same ie
free from all encumbrances whatsoever,except right of way granted
by the Grentor to the Grantee by deed dated May 1'1 1955,recorded¥in Vol.51,Page 216,of the South Nindecr Land Records;taxea on
the Grand Liet of October l,1965,which the Grantee hereby assumes
and agrees to pay when due;Building Lines,if establiehed,and all
provisions or any Building Zone Crdinance enacted by the Town or
South Windsor;and any and all provisions of any ordinance,municipal
regulation,or public or private law.
I,
AND FU‘RTIERMORE,I,the said Grantor,do by these presents
bind myself and my heirs forever to WARRANT and DEFEND the above
granted am bargained premises to the said Grantee,its successors
and assigns,against all claims and demands whatsoever,except as
above written.
IN WITNESS WIEREOF,I have hereunto set my hand and seal
mm 3o“day er June .1966.
Signed,Sealed and De-livered in presence of
4W Martha E.vunams ‘QNE..
4n.“
w.
a
mwLCf‘a €-wvQrQLW (SEAL)Elam
II
Edwin A.Toth §l
hf :C ".>‘''‘BlootMJxWEwequence:266
Page 1 of 5 Oa.N,.,..w.«amV—r.-.w-wmwrw”.w -rWWw’W“f $
vm.985 PAGE 206
Warranty Deed 0Q0402
TO ALL PEOPLE TO WHOM THESE PRESENTS SHALL COME,GREETING:
Know Ye,That The Trust for Public Land (inc),a California pubHc bcneflt corporation,having an address of 33 Union Street,Boston,Suffolk Coumy,Massachusetts ("grantor")for theconsiderationofFiveHundredThousandDoiiars($500,000.00)and other good and valuableconsideration,rcceived to its full satisfaction from the Town of South Windsor,a Connecticutmunicipality.located in the County of Hartford,Stat:of Connecticut (“grantee"),does give.grant,bargain,sell and confirm unto the said Town of South Windsor and unto its successors andassignsforever,two certain pieces or parccls of land,with all buildings and improvementsthereon,situated in the Town of South Windsor,County of Hartford and State of Connecticut.and being more particularly bounded and described in SchedulgA attached hereto andincorporatedherein.
To Have and to Hold the above granted and bargained premises,with the appurtenancesthereof,unto the said grantee and unto its successors and assigns forever.to its and their own
proper use and behoof.And also,the grantor does for itself and its successors and assigns,covenant with the said grantee and its successors and assigns,that at and until the ensealing ofthesepresents,the grantor is well seized of the premises,as a good,indefeasible estate in FEESIMPLE;and the grantor has good right to bargain and sell the same in the manner and form asisabovewritten;and that the same are free from all encumbrances whatsoever,except as statedinWhereto.
And Furthermore,the said grantor does by these presents bind itself and its successorsforevertoWARRANTANDDEFENDtheabovegrantedandbargainedpremisestoitthe said
grantee and its successors and assigns,against all claims and demands whatsoever.except asabovestated.
For Grantor's title see trustee's deed to Grantor from Stuart Kaufman,Trustee of TheNormanP.Priest Charitable Annuity Remainder Trust dated January Q3,1998 and the warrantydeedtoGrantorfromNormanP.Priest,dated January 3_3,1998,each deed recorded with theSouthWindsorLandRecordsonevendateherewith.
In Witness Whereof,we have hereunto set our hands this it W‘day of J'anaar-y,A.D.1998.
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Witnesses:The Trust for Public Land (inc)
£¢r74:By:
Peter Forbes,Vice President
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vm.985 PAGE 207 k
Description of Parcels Being Conveyed and Encumbrances
That cenain panel of land situated in South Windsor,Hartford County,State ofConnecticutshownonaplanentitled“Boundary Survey --Resurvey Prepared for the Town ofSouthWindsorofPropertyReferredtoasthePriestPmperty-Sullivan Avenue -ConnecticutRouteX94,South Windsor,Connecticut,Scale:1 inch =100 it,Date:November 1997,Sheet loflbyDesignProfessionals,Inc.“(the "Survey")to be recorded in South Windsor LandRecordsonevendateherewithandmoreparticularlydescribedas:
Beginning at a point in the easterly highway line of Sullivan Avenue,said point being thenortheasterlycomeroftheparcelhereindescribedandsaidpointbeinganironpin;
thence N 79°07‘02"W.along property now or fomterly of Lester R.Grant and Lucille F.Grant,and property now or formerly of RSK-Kellco,lnc..partly by each,in all a distance of382.67 feettoapoint;
thence N 78°33'02"W,along property now or formerly of RSK—Kellco,lnc.,a distance of474.10 feet to a point;
thence N 79°02'3 l "W,along property now or formerly ofRSKvKellco,Inc.,a distance of .i225.30 feet to an iron pipe;i
thence N 79‘27'18"W,along property now or formerly ofthe William .l.Mangino Revocable ‘Living Trust,a distance of223.62 feet to an iron pipe;
thence S 23°08'46"W,along property now or formerly of the South Windsor LandConservationTrust,'lnc.,a distance of 802.37 feet to an iron pin;
thence S 76"21'37"E,along property now or formerly of the South Windsor Land ConservationTrust,Inc.,a distance of 340.33 feet to a point;
thence S 77'43'53"E,along property now or formerly of the South Windsor Land ConservationTrust,lnc.,a distance of259.75 feet to an iron pin;
thence S 25‘49'56"W,along property now or formerly of the South Windsor LandConservationTrust,lnc.,a distance of 372.26 feet to an iron pin;
temma—
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-
.thence S 20‘06'10"W,along property now or formerly of The Knights of Columbus BuildingAssociationofSouthWindsor,lnc.,a distance of 291.42 feet to an iron pin;
thence S 11°25'57"W,along property now or formerly of The Knights of Columbus Building
-WWۤWW
Volume:985 Page:206 File Number:000402 Seq:2
Page 3 of 5
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vm.985 PAsE 208
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Association of South Windsor,inc.a distance of 316.58 fect to an iron pin;
thenc:S 09'35'30"W,along property now or formerly of the South Windsor Land
Conservation Trust,Inc,a distance of 439.76 feet to an iron pin;
thence S 8t ‘30‘10“E atong property now or formedy of the South Windsor Land Conservation
Trust,Inc.,and land now or formerly oflerry W.Coho,and izmd now or formerly of Webster
Court Associates,partly by each,in all a distance of 1379.44 fee!to an iron pin;
thence N ll'l2'53"E,along property now or formerly of Richard S.Kelley,a distance of l7.l4
feet to an iron pin;
is thence N 82‘59’l l"E,along property now or formeriy of Richard S.Kelley,a distance of 33.29
feet to an iron pipe;
F thence N l2'26'37"E,along property now or formerly of Richard S.Kelley,a distance of 45.46
feet to an iron pin;
thence N 13 °54‘50"E,along property now or formerly of Richard S.Kelley,a distance of
703.62 feet to an iron pin;
thence N 06°01'50"E,along property now or formerly of John C.Johnston,and property now
or formerly of Helen Kinney,partly by each,in all a distance of 128.35 feet to a point;
thence N 12'27'04"E,along prOperty now or formedy of Helen Kinney,a.distance of65.94
feet to a point;
thence N 16°00'22"E,along property now or formerly of Helen Kinney,a distance of 101 .52
r feet to a point;
thenoe N 72‘31'34"E,along property now or formerly of Helen Kinney,a distance of 47.73
feet to a point;
thence N 79‘06'55"E,along property now or formerly of Helen Kinney,a distance of 59.59
feet to a point in the westerly highway line of Sullivan Avenue;
thence N 16'49'50"W,along the westerly highway line of Sullivan Avenue,a distance of
461.11 feet to a.point;
thence N 15°28'09"W,along the westerly highway line of Sullivan Avenue,a distance of 60.02
feet to a point;
thence N 16'41'19"W,along the westerly highway line of Sullivan Avenue,a distance of
l 332.98 feet to a CHD monument;
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l’V‘o'lume:935 Page:§06 File Number:000402 Seq:3
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wL985 m%209thwceN15'39'46"W.along the westerly highway line of Sullivan Avenue,a distance of
309.48 feet to an iron pipe,being the point and place of beginning.
The above described property is conveyed subject to (l)a septic easement agreement for
the benefit of the life tenants of the Life Estate Parcel (as hereinafter defined),as more
particularly described in the Easement Agreement dated Januaryag,1998 and recorded with the
South Windsor Land Records on even date herewith;(2)Right of Way in favor of the
Connecticut Light and Power Company dated May 24,1955 and recorded with the South
Windsor Land Records in Book 51,Page 294;(3)Right of Way in favor of Connecticut Light
and Power Company dated January 29,1965 and recorded with the South Windsor Land Records
in Book 106,Page 186;and (4)Draimge Easement in favor ofRSK Kellco,Inc.dated
t
October 21,1996 and recorded with the South Windsor Land Records in Book 920,Page 191.
The following parcel of land.part of the above-described property,hereinaRer the "Life
Estate Parcel",is conveyed subject to a life estate reservation for both of the lives of Edna Priest
and Norman P.Priest as more particularly described in the warranty deed from Norman P.Priest
to the Grantor dated January a g ,1998 and recorded with the South Windsor Land Records on
even date herewith.The Life Estate Parcel is that certain parcel shown on the Survey and
bounded and described as follows:
Beginning at a point in the westerly highway line of Sullivan Avenue,said point being an
existing CHD monument;
thence S 16‘41'19"E along the westerly highway line of Sullivan Avenue,a distance of 23.52 l
feet to a point;
thence S 77'50‘48"W along property now or formerly of Norman Priest.a distance of 180.00
feet to a point;
thence N 1 1°17'00"W,along property now or formerly ofNorman Priest,a distance of 252.00
feet to a point;
thence N 74‘04'49"E along property now or formerly of Norman Priest,a distance of 160.00
feet to a point;
thence S 15'39’46"E,along the westerly highway line ofSullivan Avenue,a distance of239.48
feet to the existing CHD monument being the point and place of beginning.
The entire property herein conveyed (including the Life Estate Parcel)is conveyed subject to (l)
caveat for water main in favor of the Town of South Windsor dated and recorded on
November 16,1960 with the South Windsor Land Records in Book 80,Page 369;(2)caveat for
sewer connection in favor ofthe Town ofSouth Windsor recorded with the South Windsor Land
Records in Book 136.Page 127;(3)easements,rights of way and slope rights as set forth in
Certificate of Condemnation in favor ofthe State of Connecticut dated January 3,1991 and
recorded with the South Windsor Land Records in Book 600,Page 284;(4)any and all
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L\provisions ofany municipal ordinance or regulation or public or private law with special‘reference to the provisions of any zoning regulations and regulations governing the property;(5)
any messments or pending assessments for which a lien or liens have not as yet been filed or
recorded in the Town Clerk's office;and (6)taxes on the List of October 1,1997,which the
l Grantee herein assumes and agrees to pay as part ofthe consideration hereof.
he...Volume:985 Page:206 File Number:000402 Seq:4
Page 5 of 5
mL985 H%210
Commonwealth of Massachusetts
County of Suffolk)SS.
On this 927 day ofJanuarY,1998,before me,Brenda Femira,the undersigmd omccr,
personally appeared Peter Forbes,Vice President ofThe Trust for Public Land (inc),aCalifomiapublicbenefitcoxporation,known to me.(or satisfactorily provcn)to be the personwhosenameissubscribedtothewithininstrumentandacknowledgedthatheexecutedthe sameforthepurposeshereincontained,as his free act and deed and the free act and deed of said
corporation.
In Witness Whereof,I hereunto set my hand and official seal.
Notary Public
My commission expires:".N’,ma
U
Latest address of Grantee:
No.and Street:1540 Sullivan Avenue
City:Soh Windsor JAN 2 8 1998ut
State:Connecticut 06074 RECEWED FOR RECORD 19 K
At 3-3m?m
LAND RECORDS
RECGRDED
VOL
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$1.
SOUTH WINDSOR
PAG E e4 0 (a gl
BY mwN CLERK Ass»
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a UNITED STATESPOSTALSERVICE®'Accountable Mail
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D Certified Mail D Return Receiplfor
D Certified Mail Restricted Delivery Merchandise
D Collect on Delivery (COD)[3 Signature Confirmation
D Insured Mail D Signature Confirmation
D Priority Mail Restricted Delivery
USPS Tracking/Article Number Addressee (Name,Street,City,State,&ZIP CodeTM)
UIS.POSTAGE PAID
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PS Form 3877,January 2017 (Page 1 of2)Complete in ink Privacy Notice:For more information on USPS privacy policies,visit usps.com/privacypolicy.
PSN 7530~02~000—9098
Jon Berman
819 Clark Street
South Windsor,CT 06074
Richard Cwikla
675 Clark Street
South Windsor,CT 06074
Jay Cyr
1519 Ellington Road
South Windsor,CT 06074
Westley and Carmen Juiien
1509 Eliington Road
South Windsor,CT 06074
Bruce Kelley
1744 Ellington Road
South Windsor,CT 06074
Kishore Kumar Puvvala
825 Clark Street
South Windsor,CT 0074
Harrison and Catherine Amadasun
56 Cornell Circie
East Hartford,CT 06108
Deborah Marconi
685 Clark Street
South Windsor,CT 06074
Kathleen Thompson
1571 Ellington Road
South Windsor,CT 06074
Stewart Children Trust
46 Pierce Road
South Windsor,CT 06074
Kathryn Miller
20 Pierce Road
South Windsor,CT 06074
Charline Daigle
106 Pierce Road
South Windsor,CT 06074
Robert Mannarino
400 Chapel Road
#3-F
South Windsor,CT 06074
Carrie Louise Savage
89 Windrush Lane
Andover,CT 06232
J&L SW Properties LLC
83 Windy Hill Drive
South Windsor,CT 06074
\LSandraJohnson
1383 Sullivan Ave
South Windsor,CT 06074
Cogco CT Properties LLC
1760 Ellington Road
South Windsor,CT 06074
Silvia Atilano
1503 Suiiivan Avenue
South Windsor,CT 06074
Paulina Misztal
272 Pierce Road
South Windsor,CT 06074
Victor and Rose Cruz
25 Heritage Drive
South Windsor,CT 06074
Prashant Mandela
35 Heritage Drive
South Windsor,CT 06074
Hareesh Lingam
89 Heritage Drive
South Windsor,CT 06074
Jaiteerth and Jayanti Avadhani
15 Heritage Drive
South Windsor,CT 06074
Xiao Dong Liu
65 Heritage Drive
South Windsor,CT 06074
Daniel and Paula Troiano
75 Heritage Drive
South Windsor,CT 06074
CT Light and Power Company
P.O.Box 270
Hartford,CT 06141
South Windsor Land Cons.Tr.inc
P.O.Box 415
East Windsor Hill,CT 06028
J&L SW Properties LLC
1678 Ellington Road
South Windsor,CT 06074
Helen Kinney
1495 Sullivan Avenue
South Windsor,CT 06074
CT Light and Power Company
1560 Ellington Road
South Windsor,CT 06074
Raymond Duzik
21 Calla Lily Lane
South Windsor,CT 06074
Debashis Pattnaik
7 Bittersweet Lane
South Windsor,CT 06074
Wojciech &Violeta Giucinski
17 Calla Lily Lane
South Windsor,CT 06074
Dhan Dangi
1 Amaryliis Lane
South Windsor,CT 06074
Kathleen Rich
14 Peachbrook Drive
South Windsor,CT 06074
Kristin Pepin
26 Eiderberry Lane
South Windsor,CT 06074
Piotr &Zofia Szymanczyk
38 Daisy Lane
South Windsor,CT 06074
Center Ridge Development
39 Wildlife Trail
South Windsor,CT 06074
John Diegman
23 Calla Lily Lane
South Windsor,CT 06074
John &Patricia Karzar
760 Clark Street
South Windsor,CT 06074
Jesus Ortiz
770 Clark Street
South Windsor,CT 06074
Arthur &Kate Soucy
43 Deming Street
South Windsor,CT 06074
Cynthia Kauffman
748 Clark Street
South Windsor,CT 06074
I éKarenFikri
7 Deming Street
South Windsor,CT 06074
Tishira Hargrove
778 Clark Street
South Windsor,CT 06074
Sager Development LLC
6 Executive Drive
Farmington,CT 06032
Qiqing &Lan Wu
125 Cambridge Drive
South Windsor,CT 06074
Vanessa Genga
2 Honeysuckle Lane
South Windsor,CT 06074
Trevonn &Jennifer Coleman
11 Bittersweet Lane
South Windsor,CT 06074
Lisa Cimino
4 Honeysuckle Lane
South Windsor,CT 06074
Cheng Zheng
42 Daisy Lane
South Windsor,CT 06074
Jayesh Bhirud
25 Calla Lily Lane
South Windsor,CT 06074
Albert &Claudia Lavoie
6 Honeysuckle Lane
South Windsor,CT 06074
Srinivasa Grama
29 Daisy Lane
South Windsor,CT 06074
Kris &lsabel Siglos
10 Gardenia Lane
South Windsor,CT 06074
Alishkumar &Gopi Garala
19 Calla Lily Lane
South Windsor,CT 06074
Ranjana Choudhary
9 Bittersweet Lane
South Windsor,CT 06074
Arunkumar Aruldoss
33 Daisy Lane
South Windsor,CT 06074
Phillip &Janet Kaufman
736 Clark Street
South Windsor,CT 06074
South Windsor Land Cons.Tr.inc
1550 EHington Road
South Windsor,CT 06074
South Windsor Land Cons.Tr.inc
1556 EHington Road
South Windsor,CT 06074
South Windsor Land Cons.Tr.inc
1636 Ellington Road
South Windsor,CT 06074
Cogco CT Properties LLC
1720 Eliington Road
South Windsor,CT 06074
Joseph Homer
12 Gardenia Lane
South Windsor,CT 06074
Sahaya Joseph
13 Peachbrooke Drive
South Windsor,CT 06074
Qian Chu Li
32 Elderberry Lane
South Windsor,CT 06074
Stanley Grabowski
15 Peachbrooke Drive
South Windsor,CT 06074
Johnson Stephen
20 Foxglove Lane
South Windsor,CT 06074
Sujan Premkumar Mohandoss
40 Daisy Lane
South Windsor,CT 06074
Jigar Bhagwanbhai Badgujar
24 Elderberry Lane
South Windsor,CT 06074
Sung Duk Chon
27 Calla Lily Lane
South Windsor,CT 06074
Wei Zhang Qian
8 Gardenia Lane
South Windsor,CT 06074
CT Light &Power Company
1559 Ellington Road
South Windsor,CT 06074
CT Light &Power Company
1559 Ellington Road
South Windsor,CT 06074
South Windsor Land Cons.Tr.inc
1541 ElIington Road
South Windsor,CT 06074
South Windsor Land Cons.Tr.inc
1550 El!ington Road
South Windsor,CT 06074
South Windsor Land Cons.Tr.inc
1556 Eliington Road
South Windsor,CT 06074
Robert Mannarino
80 Pierce Road
South Windsor,CT 06074
Carrie Louise Savage
66 Pierce Road
South Windsor,CT 06074
J&L SW Properties LLC
1676 Ellington Road
South Windsor,CT 06074
South Windsor Land Cons.Tr.Inc
1541 Ellington Road
South Windsor,CT 06074
Michael Articolo
3 AmaryHis Lane
South Windsor,CT 06074
Mary Hockenberry
16 Foxglove Lane
South Windsor,CT 06074
Richard Nelson
22 Foxglove Lane
South Windsor,CT 06074
Ashish Shukla
28 Elderberry Lane
South Windsor,CT 06074
Maria Reyes—ViHarroel
36 Elderberry Lane
South Windsor,CT 06074
Arijit Chattopadhyay
34 Elderberry Lane
South Windsor,CT 06074
Timothy &Angela Penn
5 AmaryHis Lane
South Windsor,CT 06074
Sudeep Sen
18 Foxglove Lane
South Windsor,CT 06074
Dilip Kesavan
30 Elderberry Lane
South Windsor,CT 06074
South Windsor Land Cons.Tr.inc
1556 Ellington Road
South Windsor,CT 06074
J&L SW Properties LLC
1676 El!ington Road
South Windsor,CT 06074
South Windsor Land Cons.Tr.inc
230 Pierce Road
South Windsor,CT 06074
Harrison &Catherine Amadasun
1475 Eliington Road
South Windsor,CT 06074
Cesar &Elsie Rodriguez
762 Clark Street
South Windsor,CT 06074
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N10
+00 30+000+005+0
015+0025
+00
4
0+0035+0050+0045+0065+0055+0070+00
60
+0075
+0
080+0085+00
88+30
20
+00
(CT RT 194
)
NIEDERW ERFER RD
BARBER HILL RDMILL
ER
RD(
C
T R
T 3
0)STANLEY
DRPLEASANT
VALLEY RDS
AND
HI
L
L
RDSULLI VAN AVE
CLARK ST
0
SCALE: 1"=1000'
1000 1000 2000 3000 4000
PARK
WAPPING
PARK
NEVERS
FARM
PRIEST
RYAN W AYCH
IEF
RO
A
D
E
L
LI
N
G
T
O
N
STREET
CLARK
DEMI
NG STOWNED PARCELS (TYP.)
TOWN OF SOUTH WINDSOR
TOW N OF EAST W INDSOR
TOWN OF VERNONTOW N OF MANCHESTER
TOW N OF EAST HARTFORDTOWN OF WINDSORHARTFORDTOWN OFELLINGTON
TOW N OF
1 & 2 OF 2PHASE 1A - SIGN DETAIL SHEETS
1 OF 1PHASE 1A - RRFB INSTALLATION
5 - 6PHASE 1 - NOTES & DETAILS
1 - 4PHASE 1 - LAYOUT & GRADING
Civil Engineering Land SurveyingEnvironmental Consulting Construction Management
PREPARED FOR
LIST OF SHEETS
PREPARED BY:
LOCATION MAP
www.bandlct.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
41 Sequin Drive
Project No. 3047-014
SOUTH WINDSOR CROSS TOWN TRAIL
TOWN OF SOUTH WINDSOR
TOWN OF SOUTH WINDSOR MAP
LIST OF CTDOT STANDARD SHEETS
DATE: 09/10/24
PHASE 1A LAYOUT
WAPPING PARK TO SULLIVAN AVENUE
CROSS TOWN TRAIL
FUTURE START OF
TOWN TRAIL
FUTURE END OF CROSS
PARKING AREA
EXISTING TRAIL
PARKING AREA
EXISTING WAPPING PARK
PARKING AREA
PROPOSED TRAIL
PRIEST FARM & NEVERS PARK
PHASE 1 TRAIL: CONNECTS WAPPING PARK,
APPROXIMATE TRAIL LOCATION
SCALE: 1"= 5000'
ROADWAY CROSSING
PROPOSED PEDESTRIAN
WAPPING PARK TO PRIEST FARM
CONSTRUCTION PHASE 1A: CONNECTS
ENCROACHMENT PERMIT - PAVEMENT REPAIR
CONSTRUCTION SIGN SUPPORTS AND CHANNELIZING DEVICES TR-1220_02
SIGNS FOR CONSTRUCTION AND PERMIT OPERATIONS TR-1220_01
PAVEMENT MARKINGS FOR NON FREEWAYSTR-1210_08
PAVEMENT MARKING LINES AND SYMBOLSTR-1210_04
METAL SIGN POSTS AND SIGN MOUNTING DETAILSTR-1208_02
SIGN PLACEMENT AND RETROREFLECTIVE STRIP DETAILSTR-1208_01
PEDESTRIAN PUSH BUTTONTR-1107_01
TRAFFIC CONTROL FOUNDATIONSTR-1002_01
CONCRETE DRIVEWAY RAMPSHW-924_01
DRIVEWAY RAMPS AND SIDEWALKSHW-921_01
BITUMINOUS CONCRETE CURBINGHW-815_01
CONCRETE CURBINGHW-811_01
THESE PLANS NOT INCLUDED WITH IWWC APPLICATION
THESE PLANS NOT INCLUDED WITH IWWC APPLICATION
5859300
'225
'75
'EDGE OF ROW
EDGE OF ROW
MONUMENTED LINE OF LOCATION
OF STREAM
CENTERLINEAPPROXIMATE
+ 63.0
+ 62.0
+ 70.0
+ 75.0
+ 71.0
62.50
+
63.25
+
62.50
+
+ 63.25
CARMEN JULIEN
W ESTLEY &
N/F
(LIFE USE)
DAW N CYR
JAY J. CYR
N/F
P
ODUNK RI
VE
RP
ODUNK
RI
VE
R
NOT RELEASED FOR CONSTRUCTION
W APPING PARK
SOUTH W INDSOR
TOW N OF
N/F
W APPING PARK
SOUTH W INDSOR
TOW N OF
N/F
APPROX. EXISTING TRAIL
24" RCP
APPROX. EXISTING
0
HORZ. SCALE: 1"= 40'
40 40 80 120 160
APPROX. EXISTING TRAIL TO REMAIN
TO REMAIN
APPROX. EXISTING GRASS TRAILS
S
HEE
T
2MATCHLIN
E
10+000+005+0015+00Civil Engineering Land Surveying
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
DPL
KRG
KRG
REVISIONS
SCALE: 1" = 40'
STA. 0+00 - 15+00
PREPARED FOR
TOWN OF SOUTH WINDSOR
PHASE 1A: PLAN 1
SOUTH WINDSOR CROSS TOWN TRAIL
SHEET NO.OF1 6
Environmental Consulting Construction Management
09/10/24
SOUTH WINDSOR, CT
3047-014
J:\ \ \ .dgn
www.bandlct.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
41 Sequin Drive
10' WIDE BITUMINOUS TRAIL (TYP.)
MAPPED FLOODWAY
APPROXIMATE FEMA
100 YR FLOODPLAIN
APPROXIMATE FEMA MAPPED
WETLAND BOUNDARY (TYP.)
PARK TRAIL SYSTEM
CONNECT TO EXISTING WAPPING
325 L.F. GRASS TRAIL SPUR TO
START OF PHASE 1/1A
SEDIMENTATION CONTROL - HAY BALES (TYP.)
PROPOSED 60 L.F. BOARDWALK
CONCRETE FLARED ENDS
WITH NEW 24"ø RCP &
REPLACE PIPE CROSSING
FLARED ENDS
18"ø RCP WITH CONCRETE
50'
50'
VOL. 114 PG. 197
RIGHT OF W AY
50' W IDE RESERVED
VOL. 115 PG. 264
FOR INGRESS AND EGRESS
50' ROW TO BE RESERVED
62.50
+
63.25
+
62.50
+
71.5
+
71.25
+
70.75
+
71.0
+
68.5
+
+
68.6
+
68.8 + 68.9
+
69.5
+ 69.4
+
69.7
+
69.8 15+002
5
+
0
0
20+00
+
+
+
+
+
+
++
+
+
3.5'7.0'SIGN 5
SIGN 3
SIGN 4
NOT TO SCALE
RRFB ASSEMBLY - TYPE B
SOLAR PANEL
CABINET
CONTROL
NOTES
AND WIRELESS ACTIVATED.
BE PEDESTRIAN ACTUATED, SOLAR POWERED
RECTANGULAR RAPID FLASHING BEACON TO6.
TO LANDING AREAS.
INSTALL PEDESTAL FOUNDATIONS ADJACENT5.
TYPE B.
RECTANGULAR RAPID FLASHING BEACON -
SEE SPECIAL PROVISION ITEM #1117111A - 4.
FROM EQUIPMENT TO SIDEWALK.
A MINIMUM 4 FOOT CLEAR PATH IS REQUIRED3.
IN THE FIELD PRIOR TO INSTALLATION.
REVIEWED AND APPROVED BY THE TOWN
LOCATION OF RRFB ASSEMBLY TO BE2.
ALL EQUIPMENT IS NEW.1.
41-4811
NOT TO SCALE
SIGN LEGEND
1
4
5
2
3
31-0510
YIELD
HERE
TO
41-2609
41-2607
31-0846
LIGHTS
WARNING
TURN ON
BUTTON TO
PUSH
6 41-6127AHEAD
ONLY
VEHICLES
AUTHORIZED
31-17907
SIGN 2
LUMINAIRELUMINAIRE
15'SARA G. FRAIZE
THOMAS R. &
N/F
COMPANY
LIGHT AND POW ER
THE CONNECTICUT
N/F
TRUST, INC.
LAND CONSERVATION
SOUTH W INDSOR
N/F
CARMEN JULIEN
W ESTLEY &
N/F
(LIFE USE)
DAW N CYR
JAY J. CYR
N/F
THOMPSON
KATHLEEN C.
N/F TRUST, INC.
CONSERVATION
LAND
SOUTH W INDSOR
N/F
TRUST, INC.
LAND CONSERVATION
SOUTH W INDSOR
N/F
COMPANY
LIGHT AND POW ER
THE CONNECTICUT
N/F
KATHRYN MILLER
N/F
STEW ART
SHIRLEY A.
N/F
TRUST, INC.
LAND CONSERVATION
SOUTH W INDSOR
N/F
PODUNK RIVER
EXISTING 24" PIPE
EXISTING BRIDGE TO REMAIN
NOT RELEASED FOR CONSTRUCTION
0
HORZ. SCALE: 1"= 40'
40 40 80 120 160
SOUTH W INDSOR
TOW N OF
N/F
SHOULDERS ON EACH SIDE OF TRAIL.
ADDITIONAL EXISTING WIDTH AS GRAVEL
EVERSOURCE ACCESS DRIVE. MAINTAIN ANY
12' WIDE BITUMINOUS TRAIL ALONG EXISTING
OF TRAIL, PAVE FULL WIDTH AT BRIDGE.
AS GRAVEL SHOULDERS ON EACH SIDE
MAINTAIN ANY ADDITIONAL EXISTING WIDTH
EVERSOURCE ACCESS DRIVE AND BRIDGE.
12' WIDE BITUMINOUS TRAIL ALONG EXISTING SHEET 2MATCHLI
NES
HEET
2MATCHLIN
EGUIDERAIL TO REMAIN
APPROXIMATE EXISTING
GUIDERAIL TO REMAIN
APPROXIMATE EXISTING
E
L
LI
N
G
T
O
N
R
O
A
D
C
T
R
O
U
T
E 3
0
STANDARD SHEETS FOR DETAIL)
12' WIDE CROSSWALK (SEE CT DOT
Civil Engineering Land Surveying
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
DPL
KRG
KRG
REVISIONS
SCALE: 1"= 40'
STA. 15+00 - 27+00
PREPARED FOR
TOWN OF SOUTH WINDSOR
PHASE 1A: PLAN 2
SOUTH WINDSOR CROSS TOWN TRAIL
SHEET NO.OF2 6
Environmental Consulting Construction Management
09/10/24
SOUTH WINDSOR, CT
3047-014
J:\ \ \ .dgn
www.bandlct.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
41 Sequin Drive
RRFB ASSEMBLY - TYPE B
RRFB ASSEMBLY - TYPE B
STANDARD SHEETS FOR DETAIL)
YIELD MARKING (TYP.) (SEE CT DOT
SIGN 1
SIGN 1
SIGNS 2 AND 6
SIGNS 2 AND 6
WIDTH TO BYPASS GATE.
TO BE WIDENED TO PROVIDE 4' MINIMUM
PROPOSED GATE BY EVERSOURCE. TRAIL
BYPASS GATE ON THE WEST SIDE.
PROVIDE 5' MINIMUM WIDTH TRAIL TO
EXISTING EVERSOURCE GATE TO REMAIN.
NOTES:
DOT ENCROACHMENT PERMIT.
CT ROUTE 30 SHALL BE IN ACCORDANCE WITH THE CT
RRFB INSTALLATION AND OTHER ASSOCIATED WORK ON2.
FOR ADDITIONAL INFORMATION.
SEE RRFB INSTALLATION PLAN (RRFB-01) SHEET 1 OF 1, 1.
EVERSOURCE GIS MAPPING
WETLAND BOUNDARY TAKEN FROM
SIGN 7
SIGN 7
TOP TO ACCESS THE RRFB ASSEMBLY.
5' WIDE LANDING (2% MAX. CROSS SLOPE) AT THE
TO PROVIDE ADA COMPLIANT ACCESS RAMP AND
CONCRETE DRIVEWAY APRONS TO BE INSTALLED 3.
DETECTABLE WARNING. (SEE NOTE 3)
CONCRETE DRIVEWAY APRON; INSTALL
(SEE NOTE 3)
INSTALL DETECTABLE WARNING.
CONCRETE DRIVEWAY APRON;12'12'
WF #
O
H
WM 7
+WF # 15
+WF #
O
H
WM 6
+WF # 18
+WF # 16
+WF # 14+WF # 17
+WF # 19
+WF # 12+WF # 2
0
+WF # 13+WF # 10+WF # 9+WF # 6+WF # 8+WF # 7+WF # 5+WF # 11+WF # 4+WF # 3
+WF # 2
+WF # 1
+WF # 1-1
+WF # 21
+WF # 22
+300'225'30+0040+0035+0067.50
+
68.00
+
70.0
+
72.00
+
73.00
+
72.00
+
78.50
+
74.00
+
76.00
+
78.00
+
67.50
+
TRUST, INC.
LAND CONSERVATION
SOUTH W INDSOR
N/F
COMPANY
LIGHT AND POW ER
THE CONNECTICUT
N/F SHEET 2MATCHLI
NE
FORMER PRIEST PROPERTY
SOUTH W INDSOR
TOW N OF
N/F
NOT RELEASED FOR CONSTRUCTION
0
HORZ. SCALE: 1"= 40'
40 40 80 120 160
TRUST, INC.
LAND CONSERVATION
SOUTH W INDSOR
N/F
TRUST, INC.
LAND CONSERVATION
SOUTH W INDSOR
N/F
SHEET 4
MATCHLINE
SOUTH W INDSOR
TOW N OF
N/F
SHOULDERS ON EACH SIDE OF TRAIL.
ADDITIONAL EXISTING WIDTH AS GRAVEL
EVERSOURCE ACCESS DRIVE. MAINTAIN ANY
12' WIDE BITUMINOUS TRAIL ALONG EXISTING
Civil Engineering Land Surveying
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
DPL
KRG
KRG
REVISIONS
SCALE: 1" = 40'
STA. 27+00 - 42+30
PREPARED FOR
TOWN OF SOUTH WINDSOR
PHASE 1A: PLAN 3
SOUTH WINDSOR CROSS TOWN TRAIL
SHEET NO.OF3 6
Environmental Consulting Construction Management
09/10/24
SOUTH WINDSOR, CT
3047-014
J:\ \ \ .dgn
www.bandlct.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
41 Sequin Drive
GRAVEL WORK PAD
EXISTING EVERSOURCE
EXISTING BOARDWALK TO BE REMOVED
EXISTING BOARDWALK TO BE REMOVED
POND
RUBBLE EMBANKMENT ALONG
APPROXIMATE EXISTING STONE
POSSIBLE VIEWING PLATFORM AREA
TRAIL.
START 10' WIDE BITUMINIOUS
END ELEVATED BOARDWALK/
START ELEVATED BOARDWALK
END 10' WIDE BITUMINOUS TRAIL/
100 YR FLOODPLAIN
APPROXIMATE FEMA MAPPED
TOP OF BOARDWALK GRADE (TYP.)
AND LOGUIDICE, LLC IN APRIL 2023.
2023 AND FIELD LOCATED BY BARTON
DAVISON ENVIRONMENTAL, LLC IN MARCH
WETLAND BOUNDARY - DELINEATION BY
AND LOGUIDICE, LLC IN APRIL 2023.
2023 AND FIELD LOCATED BY BARTON
DAVISON ENVIRONMENTAL, LLC IN MARCH
WETLAND BOUNDARY - DELINEATION BY
EVERSOURCE GIS MAPPING
WETLAND BOUNDARY TAKEN FROM
10' WIDE TRAIL WIDTH.
DRIVE TO REMAIN. TRANSITION TO
MATCH GRADE OF EXISTING GRAVEL
107.00
+ 106.80
+
78.50
+
76.00 78.00
+
+
106.50 106.30
+ 106.50
+
104.70
+ 50+0045+0055+00W F #
3
W F
#
2+
W F
#
27+
W F
#
1+
W F
#
26+
W F #
1-1+
W F
#
21+
W F
#
25+
W F #
28
+
W F
#
24+
W F
#
23+
W F #
22+
W F #
29
+
W F
#
30+
W F #
31+
W F
#
32
+
W F #
35
+W F #
33
+
W F
#
34
+
W F
#
52+
W F #
53+
W F
#
51+
W F
#
36
+
W F #
50
+
W F
#
38
+
W F #
37
+
W F
#
49+
W F
#
39+
W F #
48
+W F
#
47
+
W F
#
45
+
W F #
40
+W F
#
41+
W F
#
46
+
W F #
43+
W F
#
44+
SOUTH W INDSOR
TOW N OF
N/F SULLIVAN AVENUE(CT RT 194)SOUTH W INDSOR
TOW N OF
N/F
DEVELOPMENT LLC
CENTER RIDGE
N/F
0
HORZ. SCALE: 1"= 40'
40 40 80 120 160
EACH SIDE OF TRAIL.
EXISTING W IDTH AS GRAVEL SHOULDERS ON
GRAVEL ACCESS. MAINTAIN ANY ADDITIONAL
12' W IDE BITUMINOUS TRAIL ALONG EXISTING
SHEET 3MATCHLINE NOT RELEASED FOR CONSTRUCTION
(CT RT 74)
ELLINGTON ROAD
DRIVE ACCESS
EXISTING GRAVEL EVERSOURCE
OUTLET TO REMAIN (TYP.)
APPROXIMATE EXISTING STORM DRAINAGE
Civil Engineering Land Surveying
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
DPL
KRG
KRG
REVISIONS
SCALE: 1"= 40'
STA. 42+30 - 53+00
PREPARED FOR
TOWN OF SOUTH WINDSOR
PHASE 1A: PLAN 4
SOUTH WINDSOR CROSS TOWN TRAIL
SHEET NO.OF4 6
Environmental Consulting Construction Management
09/10/24
SOUTH WINDSOR, CT
3047-014
J:\ \ \ .dgn
www.bandlct.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
41 Sequin Drive
10' W IDE BITUMINOUS TRAIL (TYP.)
GRAVEL ACCESS DRIVE
APPROX. EXISTING
PHASE 1A.
& PARKING AREA INCLUDED IN
PHASE 1A. TRAIL TO THE NORTH
END OF TRAIL TO THE EAST FOR
PARKING AREA
PROPOSED CRUSHED STONE
NORTH TO PARKING AREA
6' WIDE BITUMINOUS SPUR TRAIL
AND HC ACCESSIBLE PARKING SPACE
BITUMINOUS CONCRETE DRIVEWAY
AND LOGUIDICE, LLC IN APRIL 2023.
2023 AND FIELD LOCATED BY BARTON
DAVISON ENVIRONMENTAL, LLC IN MARCH
WETLAND BOUNDARY - DELINEATION BY
NOT INCLUDED IN PHASE 1A (TYP.)
PHASE 1B.
CONSTRUCTION TO BE COMPLETED IN
EXISTING TRAFFIC SIGNAL. DESIGN &
CROSSING OF SULLIVAN AVENUE AT
THE EAST TO INCLUDE PEDESTRIAN
PROPOSED EXTENSION OF TRAIL TONOTE:
NOT TO SCALE
SUBGRADE
EXISTING
(SEE GRADING PLAN)
PREPARED SUBGRADE
4" TOPSOIL (4" THICKNESS)
PERENNIAL TURFGRASS SEED MIX
FINISH GRADE (SEE GRADING PLAN)
TURF ESTABLISHMENT
NOT RELEASED FOR CONSTRUCTION
SURVEY NOTES
CALL BEFORE YOU DIG: 1-(800) 922-4455
AUTHORITIES PRIOR TO CONSTRUCTION.
MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE
THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES
WHICH ARE UNKNOWN TO BARTON AND LOGUIDICE.
SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF
CONSIDERED APPROXIMATE IN NATURE. ADDITIONALLY, OTHER
AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE
COMPANIES OR GOVERNMENT AGENCIES, FROM PAROL TESTIMONY
FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY
DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART,
UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS3.
VERTICAL DATUM BASED UPON MAP REFERENCE 3.
HORIZONTAL DATUM BASED UPON MAP REFERENCE 1.2.
MAY DISCLOSE.
AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY
AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY,
OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED
THIS PLAN WAS COMPILED FROM OTHER MAPS, RECORD RESEARCH,1.
EXCEPT WHERE OTHERWISE NOTED.
FIELD DELINEATED GIS GRADE LOCATION PROVIDED BY EVERSOURCE ENERGY
WETLANDS DELINEATION:5.
CONNECTICUT ENVIRONMENTAL CONDITIONS ONLINE 2019 ORTHOPHOTOGRAPHY.
AERIAL IMAGERY:4.
2016 CRCOG LIDAR: CONNECTICUT STATEWIDE.
TOPOGRAPHY:3.
SOUTH WINDSOR GIS.
ABUTTING PROPERTY LINES AND STREET LINES: 2.
SCALE: 1"=100'. DATE: 02/22/2021.
MANCHESTER/SOUTH WINDSOR. PLEASANT VALLEY ROAD, SOUTH WINDSOR, CT.
EVERSOURCE ENERGY TRANSMISSION RIGHT OF WAY PLAN. 1310 / 1635 / 1763 LINE
EDGE OF RIGHT OF WAY/MONUMENTED LINE OF LOCATION:1.
MAP REFERENCES
Civil Engineering Land Surveying
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
DPL
KRG
KRG
REVISIONS
SCALE: NOT TO SCALE
WAPPING PARK TO NEVERS PARK
PREPARED FOR
TOWN OF SOUTH WINDSOR
PHASE 1 NOTES & DETAILS
SOUTH WINDSOR CROSS TOWN TRAIL
SHEET NO.OF5 6
Environmental Consulting Construction Management
09/10/24
SOUTH WINDSOR, CT
3047-014
J:\ \ \ .dgn
www.bandlct.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
41 Sequin Drive
NOT TO SCALE
FLOW
3'-0" MIN.NOTES:
OR POLYETHYLENE FILAMENTS AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER.
SILT FENCE FABRIC SHALL BE A PERVIOUS SHEET OF WOVEN PROPYLENE, NYLON, POLYESTER3.
POSTS (0.5 # STEEL/L.F.). THE MINIMUM POST LENGTH SHALL BE 5'-0".
SILT FENCE SUBJECT TO HEAVY LOADS SHALL BE REINFORCED WITH FARM FENCING & STEEL 2.
INSTALL SILT FENCE & WOOD STAKES AS RECOMMENDED BY MANUFACTURER.1. 100 2'-6" MIN.12" MIN. 6" MIN.10'-0" MAX.
SILT FENCE
ELEVATION SECTION
GRADE
FINISH
FENCE (SEE NOTE 2)
ATTACHED TO WIRE
SILT FENCE FABRIC
SELF-SUPPORTING
(MIN. LENGTH: 3' - 6')
1" x 2" WOOD STAKE
GROUND
FABRIC BELOW
EXTEND 6" OF
BACKFILL
RECOMPACTED
GRADE
FINISH
NOT TO SCALE
EMBANKMENT SLOPETOE OF SLOPEFLOW
OF SLOPETOE DEPTH OF 4"
BURY TO A
SIDE SLOPE
VARIES
BOTTOM OF SWALE SIDE SLOPE
VARIES
FLOWSWALECL
VARIESAS DIRECTED(100' MAX.)FLOWBALES BUTTED TOGETHER
BOTTOM OF
DRAINAGE WAY
A POINT A SHALL BE
HIGHER THAN POINT B
A
B
-
+10'
-
+10'
BALED HAY OR STRAW
TOGETHER
BALES BUTTED
BARRIER
CREATE A CONTINUOUS
BETWEEN BALES TO
WEDGE LOOSE STRAW
(2 STAKES PER BALE)
OR REBAR EACH BALE
2"x2"x3' LONG STAKES
WIRE OR TWINE
DIRECTION OF BINDING
EXISTING GRADE BACKFILL
COMPACTED
BARRIER
CREATE A CONTINUOUS
BETWEEN BALES TO
WEDGE LOOSE STRAW
OR STRAW
BALED HAY
WIRE OR TWINE
DIRECTION OF BINDING
OR REBARS EACH BALE
2"x2"x3' LONG STAKES
GRADE
EXISTING
SECTION AT TOE OF SLOPE
PLAN
PLAN
SECTION AT SWALE
B
HAY BALES
(POA PRATENSIS)
KENTUCKY BLUE GRASS
(ELYMUS CANADENSIS)
CANADA WILDRYE
(SORGHASTRUM NUTANS)
INDIAN GRASS
(CHAMAECRISTA FASCICULATA)
PARTRIDGE PEA
RUBRA L. SSP. RUBRA)
RED FESCUE (FESTUCA
(AGROSTIS CANINA)
VELVET BENTGRASS,
SPECIES
10
5
15
10
35
25
(POUNDS)
BY WEIGHT
PROPORTION
95
95
95
95
97
96
(PERCENT)
PURITY
MINIMUM
90
90
90
90
80
85
(PERCENT)
GERMINATION
MINIMUM
EROSION & SEDIMENTATION CONTROL PLAN:
EROSION & SEDIMENTATION CONTROL NOTES:
ACTIVITIES. ALL TEMPORARY STORMWATER DISCHARGE WILL BE DIRECTED TO THESE TRAPS.
TEMPORARY SEDIMENT TRAPS WILL BE INSTALLED AS NECESSARY DURING CONSTRUCTION6.
ALL DISTURBED AREAS HAVE BEEN STABILIZED, AS REQUIRED BY FIELD CONDITIONS.
DUST CONTROL MEASURES WILL BE APPLIED DURING THE CONSTRUCTION PERIOD UNTIL5.
AND UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED.
DUST CONTROL MEASURES SHALL BE APPLIED THROUGHOUT THE CONSTRUCTION PERIOD4.
OF SOIL.
AN EROSION CONTROL SYSTEM SHALL BE INSTALLED AROUND ALL ON-SITE STOCKPILES3.
SITE BY TRUCK AND CONSTRUCTION EQUIPMENT TRAFFIC.
SITE IN ORDER TO PREVENT THE TRANSPORT OF SEDIMENTS OFF THE CONSTRUCTION
AN ANTI-TRACKING APRON WILL BE INSTALLED AT THE ENTRANCE TO THE CONSTRUCTION2.
SITE PRIOR TO CONSTRUCTION WHEREEVER POSSIBLE.
ALL EROSION AND CONTROL MEASURES WILL BE INSTALLED AT THE PROJECT1.
APPLIED AT A RATE OF 100 LBS. PER ACRE.
TEMPORARY GRASS SEEDING, IF NECESSARY, SHALL BE PERENNIAL RYE GRASS (LOLIUM PERENNE)13.
THE FOLLOWING GRASS SEED MIXTURES SHALL BE APPLIED AT A RATE NO LESS THAN 100 LBS. PER ACRE:11.
FALL: AUGUST 15 TO SEPTEMBER 15
SPRING: APRIL 15 TO JUNE 15
THE FOLLOWING DATES FOR SEEDING SHALL BE USED:10.
AREAS OUTSIDE OF PAVED AREAS, WALKS, AND BUILDINGS ARE TO RECEIVE A MINIMUM 4" OF TOPSOIL.9.
ESTABLISHMENT" SPECIFICATION IN CTDOT 818, AT THE COMPLETION OF PROJECT.
ALL DISTURBED AREAS ARE TO BE RAKED, SEEDED AND FERTILIZED PER "TURF8.
CONTROL DEVICES AS SHOWN ON THESE PLANS OR AS ORDERED BY THE ENGINEER.
THE CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING ALL EROSION AND SEDIMENTATION7.
OR TOWN.
CONSTRUCTION PERIOD IF DEEMED NECESSARY OR REQUIRED BY THE ENGINEER
ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED DURING THE6.
MANNER WHICH IS CONSISTENT WITH THE INTENT OF THE PLAN.
SEDIMENT REMOVED FROM ANY CONTROL STRUCTURES SHALL BE DISPOSED OF IN A5.
REPLACED OR INCREASED AS REQUIRED BY SPECIFIC FIELD CONDITIONS.
WITHIN 24-HOURS AFTER A RAIN EVENT OF AT LEAST A HALF-INCH, AND MAINTAINED,
ALL ON-SITE EROSION AND SEDIMENT CONTROLS ARE REQUIRED TO BE INSPECTED4.
BY THE ENGINEER OR TOWN.
CONTRACTOR DURING THE CONSTRUCTION PERIOD AS NECESSARY OR AS REQUIRED
ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED OR REPLACED BY THE3.
AND THE TOWN REGULATIONS.
GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL", DATED 2002, AS AMENDED
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT
ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN 2.
ON THE PLANS, OR AS DIRECTED BY THE TOWN PRIOR TO CONSTRUCTION.
EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED AS SHOWN1.
GENERAL NOTES:
EROSION AND SEDIMENT CONTROL", DATED 2002, AS AMENDED.
INSTALLED AS DIRECTED BY THE TOWN IN ACCORDANCE WITH THE "CONNECTICUT GUIDELINES FOR SOIL
ANY EROSION AND SEDIMENTATION CONTROL MEASURES DEEMED NECESSARY BY THE TOWN, SHALL BE7.
GUARANTEED ACCURATE OR COMPLETE.
OF EXISTING STRUCTURES AND UTILITIES HAS BEEN COMPILED FROM AVAILABLE INFORMATION AND IS NOT
INFORMATION SHOWN ON THE DRAWINGS RELATING TO MATERIALS, CONDITIONS, AND OR LOCATIONS6.
CONDITION BY THE CONTRACTOR IF DISTURBED OR DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION.
PROTECTED FROM DAMAGE (UNLESS OTHERWISE NOTED) AND SHALL BE REPLACED IN THE SAME OR BETTER
ALL SIGNS, MAILBOXES, PLANTINGS, ORNAMENTAL OBJECTS, LIGHTS, LANDSCAPE SHRUBBERY ETC., SHALL BE5.
CONSTRUCTION.
CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455 PRIOR TO THE START OF4.
WITH TURF EXTABLISHMENT UNLESS OTHERWISE NOTED.
UPON COMPLETION OF THE WORK, ALL DISTURBED AREAS OTHER THAN PAVED AREAS SHALL BE RESTORED3.
ALL PROPOSED WORK MAY BE VARIED IN THE FIELD BY THE OWNER TO BEST MATCH EXISTING CONDITIONS.2.
818, 2020 INCLUDING LATEST SUPPLEMENTAL SPECIFICATIONS.
STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION FORM
ALL CONSTRUCTION MATERIALS AND METHODS IN THE STATE R.O.W. SHALL CONFORM TO THE CT DOT1.
PLAN
NOT TO SCALE
CONCRETE SIDEWALK
" PER FT.4
1
" R4
1
WIDTH AS SHOWN ON PLANS
3" MIN.5"8"5' MAX.
15' MAX.
TO DIRECTION OF TRAVEL
STIFF BROOM FINISH PERPENDICULAR
" DEEP (TYP.)4
1" x 4
1
TOOLED DUMMY JOINT
JOINT SEALER.
1/2" DEEP GROOVE AT TOP WITH
JOINT MATERIAL. 3/8" WIDE x
3/8" PREFORMED EXPANSION
TRANSVERSE EXPANSION JOINT
OTHER LOCATIONS WHERE SIDEWALK ABUTS EXISTING CONCRETE.
PROVIDE EXPANSION JOINT AT CONSTRUCTION JOINTS, SAWCUTS &NOTE:
" PER FT.4
1
MESH REINFORCEMENT
6 X 6 - W1.4XW1.4 WIRE
" R4
1
WIDTH AS SHOWN ON PLANS
3" MIN.2"TO DIRECTION OF TRAVEL
STIFF BROOM FINISH PERPENDICULAR
8"12"PROCESSED AGGREGATE BASE
CLASS "F" CONCRETE
PROCESSED AGGREGATE BASE
CLASS "F" CONCRETE
PROFILE: 5" DEPTH
PROFILE - 8" DEPTH (ACROSS DRIVEWAYS & RAMPS)
8.33% MAX.
7.1% TYP.
RAMP SLOPE
CURBING
CURBING
NON-WALKING SURFACE
WITH RAMP (TYP.)
SLOPED CURBING INCLUDED
2.0% MAX.
1.5% TYP.
LANDING
48" MIN.
INCLUDED WITH RAMP
SIDEWALK CURBING (TYP.)
2' WIDE DETECTABLE
WARNING STRIP
1/4" MAX.
LIP HEIGHT
R=2' MIN. (TYP.)
NON-WALKING SURFACE
SIDEWALK AND RAMP GENERAL NOTES:
1. SIDEWALK RAMPS SHALL HAVE A COARSE BROOM FINISH TRAVERSE TO THE SLOPE OF THE RAMP.
INCH.4
12. VERTICAL SURFACE DISCONTINUITIES AT JOINTS SHALL NOT EXCEED
BUT SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET.
4. THE RUNNING SLOPE OF THE CURB RAMP SHALL BE 8.3 PERCENT MAXIMUM
EXPANSION OR CONTRACTION JOINT.
3. REMOVAL OF EXISTING SIDEWALK FOR NEW RAMP INSTALLATIONS SHALL BE TO THE NEAREST
SIDEWALK RAMPS
NOT TO SCALE
RAMP LENGTH LANDING
8.33% MAX.
7.1% TYP.
RAMP SLOPE
ROADW AY
WARNING STRIP
2' WIDE DETECTABLE
1/4" MAX.
LIP HEIGHT
W ITH SIDEW ALK RAMP
DEPRESSED CURB INCLUDED
4"7"
2.0% MAX.
1.5% TYP.
6"
8" MIN. EMBEDMENT
REVEAL
12" MAX.
7"
SEE CONCRETE CURB DETAIL
TYPICAL SECTION THROUGH RAMP
2.0% MAX.
1.5% TYP.
LANDING
48" MIN.
48" MIN.
(NO CURBING)
EDGE OF ROAD
(NO CURBING)
EDGE OF ROAD
WARNING STRIP
2' WIDE DETECTABLE
1/4" MAX.
LIP HEIGHT
8.33% MAX.
RAMP SLOPE
NON-WALKING SURFACE
(TYPE 17)
WITH NON-WALKING SURFACE
SINGLE DIRECTION - NO CURB
(TYPE 16)
WITH NON-WALKING SURFACE
SINGLE DIRECTION - RETURN CURB
(TYPE 13)
48" MIN.
48" MIN.
2.0% MAX.
1.5% TYP.
LANDING
WITH NON-WALKING SURFACE
SIDEWALK CURBING INCLUDED
WITH RAMP (TYP.)
NON-WALKING SURFACE
48" MIN.
PERPENDICULAR RAMP
R=2' MIN. (TYP.)
CURBING
NON-WALKING SURFACE
2' WIDE DETECTABLE WARNING STRIP
NON-WALKING
SURFACE
LIP HEIGHT
1/4" MAX.
8.33% MAX.
7.1% TYP.
RAMP SLOPE
INCLUDED W ITH SIDEW ALK RAMP
SIDEW ALK CURBING AS REQUIRED
NOT TO SCALE
2
1
" PER FT.4
1
TYPICAL TRAIL CROSS SECTION
NOT TO SCALE
2
1
" PER FT.4
1
1" PER FT.
TYPICAL TRAIL CROSS SECTION AT EVERSOURCE DRIVEWAYS
SUBGRADE 2" HMA S0.375
BORROW MATERIAL AS REQUIRED
STRIP EXISTING TOPSOIL & INSTALL
1" PER FT.
REPLACE WITH PROCESSED AGGREGATE
REMOVE 3" OF EXISTING GRAVEL AND
" PROCESSED AGGREGATE.4
33" OF 4" HMA S0.5 PLACED IN TWO EQUAL LIFTS
EXISTING GRAVEL DRIVE TO REMAIN
" PROCESSED AGGREGATE 4
38" OF
NOT TO SCALE
REINFORCED CONCRETE FLARED END DETAIL
1
2
PLAN
SECTION
BARREL FLARE
SECTION END VIEW
DIMENSIONS FOR REINFORCED CONCRETE CULVERT END
0.084
0.096
0.108
0.132
0.144
0.120
0.084
0.096
0.108
0.132
0.144
0.120
ONE LAYER ONLY IN CENTER OF WALL
0.048
0.054
0.060
0.066
0.072
0.048
0.054
0.060
0.066
0.072
R
2
R
1FDIA.A B C D E
SQ. IN. PER FT.
TRANSVERSE STEEL
MIN. AREA OF
STEEL SQ. IN. PER FT.
LONGITUDINAL
MIN. AREA OF
12''(305)
15''(381)
21''(533)
18"(457)
24''(610)
30''(762)
36''(914)
42''(1067)
48''(1219)
54''(1372)
60''(1524)
4"(102)
6''(152)
9''(229)
9''(229)
''(241)2
19
1'-0''(305)
1'-3''(381)
1'-9''(534)
2'-0"(610)
2'-3''(686)
2'-9''(838)
2'-0''(610)
2'-3''(686)
2'-3''(686)
2'-11''(889)
''(1105)2
13'-7
4'-6''(1371)
5'-3''(1600)
5'-3''(1600)
6'-0''(1829)
5'-5''(1651)
5'-0''(1524)
''(1241)8
34'-0
3'-10''(1168)
3'-10''(1168)
3'-2''(965)
2'-6''(762)
''(502)4
31'-7
''(883)4
32'-10
2'-11''(889)
2'-2''(660)
2'-11''(889)
3'-3''(991)
''(1851)8
36'-0
6'-1''(1854)
6'-1''(1854)
6'-1''(1854)
''(1867)2
16'-1
''(1873)4
36'-1
''(2483)4
38'-1
8'-2''(2489)
8'-2''(2489)
8'-4''(2540)
8'-3''(2515)
2'-0''(610)
2'-6''(762)
3'-0''(914)
3'-6''(1067)
4'-0''(1219)
5'-0''(1524)
6'-0''(1829)
6'-6''(1981)
7'-0''(2134)
7'-6''(2286)
8'-0''(2438)
''(506)16
151'-7
''(618)16
52'-0
2'-5''(737)
''(800)2
12'-7
''(843)16
32'-9
3'-1''(940)
''(1214)16
133'-11
''(1368)8
74'-5
''(1435)2
14'-8
''(1664)2
15'-5
''(1842)2
16'-0
''(260)4
110
''(318)2
11'-0
''(394)2
11'-3
1'-4''(406)
''(427)16
131'-4
''(470)2
11'-6
''(618)16
52'-0
''(699)2
12'-3
''(724)2
12'-4
''(841)8
12'-9
''(932)16
113'-0
9''(229)
11''(279)
1'-0''(305)
1'-1''(330)
1'-2''(356)
1'-3''(381)
1'-8''(508)
1'-10''(559)
1'-10''(559)
2'-0''(610)
2'-0''(610)
FLARE REINFORCEMENT
NOTES:
WALL THICKNESS SHALL CONFIRM TO PIPE THICKNESS.2.-
SPIGOT AS REQUIRED TO CONFORM TO PIPE INSTALLED.
JOINTS SHALL BE TONGUE AND GROVE OR BELL AND1.-
SUBGRADE ELEVATION
LIMITS OF
PIPE DIA.
NOTES:
NOT TO SCALE
OF ELLIPTICAL PIPE
OR HORIZ. SPAN
& BACKFILL
TRENCH EXCAVATION
TRENCHING & BACKFILLING
I.D. + 2' (PIPE UNDER 30")
ELLIPTICAL PIPE
OVER & FOR HORIZ.
I.D. + 3' FOR PIPE 30" &
0.25 O.D.
MATERIAL
BEDDING
12" IN ROCK
4" IN EARTH PIPE O.D.USE WATERTIGHT GASKETS IN ALL PIPE JOINTS.2.
ALL PIPE TO BE CONCRETE CLASS IV MINIMUM UNLESS OTHERWISE SPECIFIED.1.
LARGER THAN 3"
MATERIAL. NO STONES
APPROVED NATIVE
GRANULAR FILL OR
NOT TO SCALE
BOARDWALK CROSS SECTION
SECTION TO INCLUDE A CODE COMPLIANT RAILING ON BOTH SIDES.
IN AREAS OF WITH A GREATER THAN 30" HEIGHT ABOVE THE GROUND, BOARDWALK2.
MINIMIZE FUTURE MAINTENANCE REQUIREMENTS.
PILE DESIGN TO BE COMPLETED BY OTHERS. A COMPOSITE DECK TO BE USED TO
DETAIL REPRESENTS TYPICAL BOARDWALK SECTION. FINAL BOARDWALK & HELICAL1.NOTES:
NOT TO SCALE
COMPACTED SUBGRADE
RUN GRAVEL (5" MINUS)
8" LAYER OF COMPACTED BANK
STONE DRIVING COURSE
" CRUSHED4
32" LAYER OF
GRAVEL PARKING AREA DETAIL
PROCESSED AGGREGATE BASE
4" LAYER OF COMPACTED,
NOT RELEASED FOR CONSTRUCTION
Civil Engineering Land Surveying
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
DPL
KRG
KRG
REVISIONS
SCALE: NOT TO SCALE
WAPPING PARK TO NEVERS PARK
PREPARED FOR
TOWN OF SOUTH WINDSOR
PHASE 1A NOTES & DETAILS
SOUTH WINDSOR CROSS TOWN TRAIL
SHEET NO.OF6 6
Environmental Consulting Construction Management
09/10/24
SOUTH WINDSOR, CT
3047-014
J:\ \ \ .dgn
www.bandlct.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
41 Sequin Drive
1'
10' WIDE TRAIL
1'
UNLESS OTHERWISE NOTED ON PLANS.
LITTER - NO TOPSOIL SHALL BE INSTALLED
LEFT TO NATURALIZE WITH TRAIL AND LEAF
2:1 MAX SIDE SLOPES SHALL BE COMPLETED AND
APPROXIMATE EXISTING GRADE
GRAVEL REMOVED FROM DRIVE (TYP.)
REGRADE SHOULDERS AND FILL WITH EXISTING
12' WIDE TRAIL/ACCESS DRIVE
TOPSOIL & SEED SHOULDERS (TYP.)
MAX. SLOPE
MAXIMUM SLOPEAPPROXIMATE EXISTING GRADE
AF
E
''2
1R=1
''2
1R=1
RE NO.1
SEE NOTE
R
DIA. +1''(25) WALL (SEE NOTE NO. 2)
D
C B
DIA.LINE
SLOPE
1"
MIN.
MORTAR
DETAIL "A"
PIPE 54''(1372) & LARGER
WITH CORRUGATED
DETAIL ''A'' FOR USE VARIESNO STONES LARGER THAN 2"
ABOVE PIPE (MAX. 18")
WARNING TAPE MIN. 12"
Wetland Delineation • Wetland Assessment & Permitting • Wildlife Surveys • Fisheries & Aquatics • GIS Mapping • Forestry
Davison Environmental, LLC • 10 Maple Street, Chester, CT 06412 • 860-803-0938 • www.davisonenvironmental.com
Wetland Evaluation Report
South Windsor Cross Town Trail
Phase 1A - Wapping Park to Sullivan Avenue
Submitted To:
Denise Lord
Barton and Loguidice
41 Sequin Drive
Glastonbury, CT 06033
Prepared By:
Eric Davison
Wetland Scientist
Registered Soil Scientist
eric@davisonenvironmental.com
www.davisonenvironmental.com
Date: September 20, 2024
Wetland Evaluation Report
South Windsor Cross Town Trail
Phase 1A - Wapping Park to Sullivan Avenue
1 | Page
Introduction
Davison Environmental Wetland and Soil Scientists Eric Davison and Alex Malvezzi conducted a
wetland evaluation and impact assessment within the area of the proposed Phase 1A trail from
Wapping Park to Sullivan Avenue in South Windsor. The evaluation area consisted of four
wetlands where activity is proposed to construct a pedestrian trail. These areas are described in
the following sections.
Results and Discussion
Field work was conducted between August 12th and August 21st, 2024. Each wetland impact area
was assessed to describe the physical characteristics of the wetland at each proposed impact
location including the dominant vegetation and the hydrology. Wetland impact locations are
denoted as Area 1 through Area 4.
Area 1
Area 1 is located within Wapping Park within the Eversource right-of-way. It is a palustrine scrub-
shrub, emergent wetland with a semi-permanently flooded hydrology. The trail crossing location
consists of an existing culvert crossing of a narrow wetland averaging approximately 10-15 feet
wide. The existing concrete culvert is 24 inches in diameter and carries flow from an intermittent
watercourse that is part of a larger wetland that flows north. The watercourse on the northern end
of the culvert outlet is approximately 12 inches wide and four inches deep. The concrete culvert
is exposed along the crossing with mowed meadow to the east and west (Photo 1). The dominant
vegetation includes sensitive fern (Onoclea sensibilis), purple loosestrife (Lythrum salicaria),
sweet flag (Acorus calamus), fox grape (Vitis labrusca), woolgrass (Scirpus cyperinus), and
switchgrass (Panicum virgatum) (Photo 2).
Wetland impacts are minimal at this location, as the culvert will essentially be replaced in kind.
Optimally, replacement with an open bottom culvert or bridge span with natural material is
preferrable to facilitated wildlife movement through the wetland corridor. However, given the
presence of an existing culvert, there would be no additional impact resulting from culvert
replacement.
Wetland Evaluation Report
South Windsor Cross Town Trail
Phase 1A - Wapping Park to Sullivan Avenue
2 | Page
Area 2
Area 2 is a wetland crossing in Wapping Park that drains northwesterly within the Eversource
right-of-way. There is standing water in the lowest part of the crossing that is approximately five
inches deep and four feet wide. The topography gently rises on the northeast and southwest side
of the wetland forming a narrow swale that runs across the ROW (Photos 3 and 4). Area 2 is a
Palustrine scrub-shrub, emergent wetland, with semi-permanently flooded hydrology. The
dominant vegetation is reed canary grass (Phalaris arundinacea), with other vegetation including
ironweed (Vernonia gigantea), woolgrass (Scirpus cyperinus), joe-pye weed (Eutrochium
purpureum), and blue flag (Iris versicolor). Optimally, replacement with an open bottom culvert,
span or oversized culvert with natural streambed material is preferrable.
Wetland Evaluation Report
South Windsor Cross Town Trail
Phase 1A - Wapping Park to Sullivan Avenue
3 | Page
Area 3
Area 3 is located within Wapping Park. It is a Palustrine scrub-shrub, emergent wetland, with
semi-permanently flooded hydrology. It drains northwesterly within the Eversource right-of-way.
There is standing water within the crossing that is approximately 10 inches deep and 10 feet wide.
The topography rises on the northeast and southwest side of the wetland forming a swale that
drains into a larger wetland to the northeast extending to Ellington Road (Photos 5 and 6). The
dominant vegetation is reed canary grass (Phalaris arundinacea), with other vegetation including
woolgrass (Scirpus cyperinus), soft rush (Juncus effusus), purple loosestrife (Lythrum salicaria),
joe-pye weed (Eutrochium purpureum), ironweed (Vernonia gigantea), and bull thistle (Cirsium
horridulum).
A boardwalk is proposed at this location. The boardwalk will be installed on metal helical piles as
opposed to the traditional method of wood pilings. Helical piles are drilled into the soil without the
need for excavation, deposition of fill, grading or other significant soil disturbance. This is the
optimal method for boardwalk installation in wetlands, as it minimizes both permanent and
temporary wetland disturbance. To further minimize disturbance, it is optimal to have construction
equipment work from uplands, without placing equipment in the wetlands. Should equipment be
Wetland Evaluation Report
South Windsor Cross Town Trail
Phase 1A - Wapping Park to Sullivan Avenue
4 | Page
required in wetlands, the use of temporary timber matting is recommended to minimize soil
compaction and wetland vegetation loss.
Area 4
Area 4 includes the proposed replacement and expansion of an existing boardwalk through the
wetland that will connect the trail to Ellington Road. The wetland is a Palustrine scrub-
shrub/emergent wetland, which transitions into a forested wetland with semi-permanently flooded
hydrology. It begins northeast of the Eversource right-of-way gravel access road and leads
northeast through the wetland. The southern half of the proposed crossing location has a
saturated to temporarily flooded hydrology; it did not contain any standing water at the time of the
survey, but water-stained leaves and saturated soil were present (Photos 7 and 8). Moving
northeast, the area includes the replacement and expansion of the existing boardwalk (Photos 9
and 10). The crossing includes a stream that is approximately 6 to 8 feet wide and 10 inches deep
flowing westerly toward the Eversource right-of-way (Photos 11 and 12). The stream bank is two
to four feet high on each side and includes a terrace on the south side of the stream that is
approximately eight feet wide running parallel to the stream. The full width of the crossing from
bank to bank, including the terraced areas is approximately 15 to 20 feet wide.
Wetland Evaluation Report
South Windsor Cross Town Trail
Phase 1A - Wapping Park to Sullivan Avenue
5 | Page
Dominant vegetation includes sensitive fern (Onoclea sensibilis), joe-pye weed (Eutrochium
purpureum), silky dogwood (Cornus amomum), winterberry (Ilex verticillate), spicebush, tussock
sedge (Carex stricta), multiflora rose (Rosa multiflora). The tree canopy is dominated by red maple
(Acer rubrum) and pin oak (Quercus palustris),
The greater wetland provides suitable habitat for amphibian breeding. While no areas of suitable
hydrology were observed within the specific trail alignment, such areas could occur to the north,
and could support vernal pool indicator species. Optimally, installation of the boardwalk in the
winter would minimize disturbance to breeding amphibians. If possible, work should be avoided
from February 25th through June 1st to minimize impact to breeding adults.
Summary and Conclusions
Collectively, the proposed direct impacts are minor and are associated with low intensity
recreational use. It is my professional opinion that these impacts, either individually or collectively,
do not constitute an adverse impact to wetlands or watercourses. Total permanent impacts for all
work locations are 2,250 square feet, with an additional 1,095 square feet of temporary
disturbance. To ensure areas of temporary disturbance recover and naturalize, they should be
restored to grade and reseeded with an appropriate native wetland seed mix, such as Wetmix, a
Wetland Evaluation Report
South Windsor Cross Town Trail
Phase 1A - Wapping Park to Sullivan Avenue
6 | Page
product of New England Wetland Plants (www.newp.com). While the use of spans (arches, open
bottom culverts) is preferrable at the Area 1 and Area 2 impact locations to allow for a natural
stream/wetland substrate and improved wildlife corridor movement, such improvements need to
be weighed against costs and other constraints to determine if they are both feasible and prudent,
per the regulations. Moreover, Area 1 is an existing culvert that will be replaced in kind. With
respect to the boardwalk installation, metal helical piles result in little disturbance to the wetland
substrate. Provided that temporary impacts are minimized (e.g., using matting), long term impacts
are not anticipated. If possible, construction outside of the critical amphibian breeding period
would minimize impacts to wildlife in general. Assuming adequate erosion and sedimentation
controls are in place and properly maintained during construction, no secondary impacts to
adjacent wetlands are anticipated.
Attachments:
1. Site Photographs
ATTACHMENT 1
Site Photographs
____________________________________________________________________________
South Windsor Trail Project Phase 1A
Photos taken in August 2024
Photo 2: Area 1 wetland crossing in Wapping park, looking northwest.
Photo 1: Area 1 wetland crossing in Wapping park, looking east.
.
Photo 4: Area 2 wetland crossing in Wapping park looking south.
Photo 3: Area 2 wetland crossing in Wapping park looking southwest.
South Windsor Trail Project Phase 1A
Photos taken in August 2024
Photo 5: Area 3 wetland crossing in Wapping park looking south.
Photo 6: Area 3 wetland crossing in Wapping park looking west.
South Windsor Trail Project Phase 1A
Photos taken in August 2024
Photo 8: Area 4 wetland crossing looking west.
Photo 7: Area 4 wetland crossing looking northeast
South Windsor Trail Project Phase 1A
Photos taken in August 2024
Photo 10: Area 4 wetland crossing, existing boardwalk looking northeast.
Photo 9: Area 4 wetland crossing, existing boardwalk looking south.
South Windsor Trail Project Phase 1A
Photos taken in August 2024
Photo 12: Area 4 stream crossing, proposed boardwalk location looking west.
Photo 11: Area 4 wetland crossing, proposed boardwalk location looking north.
South Windsor Trail Project Phase 1A
Photos taken in August 2024
107 Selden Street
Berlin, CT 06037
To Whom It May Concern, The Connecticut Light and Power Company (CL&P) d/b/a as Eversource Energy (Eversource) is writing to express its support of the proposed 6.2-mile multi-use trail located in South Windsor, CT between Clark Street and Niederwerfer Road. The trail is proposed to be located on both Eversource fee property and easement currently used for business operations (please see attached mapping provided by South Windsor Walk & Wheel Ways). The area proposed for trail use is presently used by Eversource for energy delivery purposes and includes overhead electric transmission lines. While energy delivery and protection of the company facilities is priority, Eversource property is available for public passive recreation provided necessary clearances from energized equipment can be maintained. We have found that recreational trail uses can be compatible with our energy delivery uses, and Eversource has worked successfully with similar pedestrian trail projects in CT. There have been discussions with South Windsor Walk & Wheel Ways committee for more than a year, exchanging thoughts, ideas, and conceptual planning. To this end, we look forward to working with both the Town of South Windsor and CT DEEP on the safe development of this trail. Please contact us if you have any questions. Sincerely, Timothy Powers Manager of Real Estate CC: Gillian Conlin; Land Management
PLANNING DEPARMENT
IN-HOUSE REFERRAL FORM
DATE: 12-14-24
TO: Michael Maniscalco, Walter Summers, Jeff Doolittle, John Henault, Molly Keays,
Trishanna Branford, Kevin Cooney, Tony Manfre, Autum Burke, Dave Turkington,
Andrea Cofrancesco, Vincent Stetson, David Gesualdi, Marc Melanson, Scott Roberts,
Justin Russo
FROM: Michele Lipe, AICP, Director of Planning
The Planning & Engineering Departments have received plans for the following projects:
Appl 25-01P, TOSW Cross Town Trail
Location: Clark Street across Ellington Road to Sullivan Ave – under Eversource power lines
Site Plan Subdivision No. Acres Zone RR
Industrial Commercial Residential No. Lots/Units
Water: Public Private Well Sewerage: Public Septic System
1+ mile of trail from Wapping Park through to Priest Farm Project Description:
Future Town-owned property involved? Yes No
new street(s) new detention area
new open space/recreation area active passive
Planning Department notes:
Visit https://www.southwindsor-ct.gov/planning-department/pages/planning-and-zoning-
commission-applications to review pending applications
Please comment by 1-6-25 and return to the Planning Department.
Town of SOUTH WINDSOR
Building Department
1540 Sullivan Ave.
South Windsor, CT 06074
Tel. (860) 644-2511 Ext 2230
December 18, 2024
PZC Application 25-01P
TOSW Recreation Department
Cross Town Trail
The application has been reviewed under the 2022 CT State Building Codes.
I have no issues with this application
Be advised that this is a review for the Planning and Zoning application only
and not for any other permits.
If you have any questions, please feel free to contact me.
Marc Melanson
Building Official
Good Morning,
The Health Department has no comments at this time regarding this application.
Tha nk you,
Trisfianna
From:Stern,Joshua <Joshua.Stern@southwindsor—ct.gov>
Sent:Monday,December 16,2024 11:21 AM
To:Abbagnaro,Andrew <Andrew.Abbagnaro@southwindsor-ct.gov>;AutumBurke <Autum.Burke@southwindsor—
ct.gov>;Cofrancesco,Andrea <Andrea.Cofrancesco@southwindsor—ct.gov>;Cooney,Kevin
<Kevin.Cooney@southwindsor-ct.gov>;Doolittle,Jeffrey <Jeffrey.Doolittle@southwindsor-ct.gov>;Gesualdi,David
<David.Gesua|di@southwindsor-ct.gov>;Keays,Molly <Molly.Keays@southwindsor-ct.gov>;Lipe,Michele
<Michele.Lipe@southwindsor—ct.gov>;Manfre,Anthony <Anthony.Manfre@southwindsor—ct.gov>;Maniscalco,Michael
<Michael.Maniscalco@southwindsor-ct.gov>;Melanson,Marc <Marc.Melanson@southwindsor—ct.gov>;Roberts,Scott
<Scott.Roberts@southwindsor—ct.gov>;Russo,Justin <Justin.Russo@southwindsor—ct.gov>;Stetson,Vincent
<Vincent.Stetson@southwindsor-ct.gov>;Summers,Walter <Walter.Summers@southwindsor-ct.gov>;Turkington,
David <David.Turkington@southwindsor—ct.gov>;Henault,John <John.Henault@southwindsor-ct.gov>;Branford,
Trishanna <Trishanna.Branford@southwindsor-ct.gov>
Subject:ln-house referral ~Appl.25—01P
Hi everyone,
Please see the attached in—house referral for the application for phase 1A of the Cross Town Trail.
051nm Stern
Administrative Secretary/Land Use Coordinator —Planning Department
Town of South Windsor
1540 Sullivan Avenue l South Windsor,CT 06074
Tel {860)644-2511 ext 2253 l Joshua.Stern@southwindsor-cttqov
Stern,Joshua
From:Branford,Trishanna
Sent:Tuesday,January 7,2025 11:51 AM
To:Stern,Joshua
Subject:RE:ln-house referral —Appl.25—O1P
Molly Keays
Director of Parks &Recreation
January 1 I ,2024
Town of South Windsor
Parks 8c Recreation
350 Foster Street
South Windsor,CT 06074
Attention:Molly Keays,Director of Parks and Rectcation
Re:Letter of Authorization
South Windsor Crosstown "l'mil Phase 1
Inland \‘Vctlands Agoncy/Conscrvmion Commission Permit
To Whom It May Concern:
I,V Q ’/‘4
,b/7 1'‘~’(1 i,anithc ownor of property at/§i$g ’dv $1 J‘%1
South Windsor.The Town of south Windsor is proposing a trail to be consuuctcd on a portion of
this property and to sock local wetlands approval for regulated activities associated with the
construction of the trail.This letter provides my authorization for the construction of the regulated
activities on my property as shown on the South Windsor Crosstown Trail Phase 1 Layout planssubmittedtotlicInlandWetlands(\gency/Consen'ation Commission.
Thank you.
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1540 Sullivan Avenue, South Windsor, CT 06074 phone 860-644-2511, ext. 2229 e-mail justin.russo@southwindsor-ct.gov
Memo
To: Molly Keays, Director of Parks & Recreation
From: Justin F. Russo, PLA, Assistant Planner
Date: 1/14/25
Re: Appl #25-01P, Cross Town Trail Phase 1A Planning Review Comments
The following are the Planning Department comments. Engineering comments will be sent separately.
Please make the necessary revisions and submit three COMPLETE sets of full-size revised plans and 10 sets of
11”x17” plans by 1/21/25 to be sent out with the agenda (tentatively scheduled for 1/28/25).
Site Plan Comments
1. General Comments
a. The site plans are difficult to read, primarily because of the grayscale aerial. Better effort should be
made to provide a legible drawing set where linework does not compete with the aerial. Since a survey
has not been provided and the aerial is the only way to understand existing conditions, I suggest using
a color aerial and linework of contrasting colors.
b. Existing and proposed topography labels should be provided so Staff can easily review proposed slopes
and cut/fill areas.
c. Will any portion of the proposed boardwalk utilize railings in addition to the curbing shown in the
detail? Please clarify.
d. The South Windsor Fire Department has requested that the trail and boardwalk be able to support the
weight of their Polaris rescue vehicle, which could exceed 4,000 pounds in the event of emergencies.
Please ensure that the construction of the trail and boardwalk can support this weight.
2. Sheet 1 of 6
a. Confirm the property line layout of N/F Jay J. Cyr & Dawn Cyr. Town of South Windsor GIS shows a
different configuration.
3. Sheet 2 of 6
a. Has an easement over the corner of N/F Kathleen C. Thompson where the proposed trail crosses the
property been requested or filed? A diagonal line is shown in this area, but it is unclear what purpose
this line serves. Metes and bounds must be provided on the plan set for this easement.
b. Proposed grading should be shown on the portion of the trail just before the existing bridge to remain
near the 71.5 spot grade, and also in the area of Station 25+00.
South Windsor Planning Department
Appl #25-01P, Cross Town Trail Phase 1A
1540 Sullivan Avenue, South Windsor, CT 06074 phone 860-644-2511, ext. 2229 e-mail justin.russo@southwindsor-ct.gov
4. Sheet 3 of 6
a. Authorization of construction activities has been granted for 1550 Ellington Road, however, an
easement must be requested and filed where the trail crosses the property. Metes and bounds of this
easement must be provided on the plan set.
5. Sheet 4 of 6
a. Why does the portion of the trail connecting to the crushed stone aggregate parking area along Sullivan
Ave change width from 10’, 6’ and 12’?
6. Sheet 5 of 6
a. General Note #7 references the 2002 erosion control guidelines. Please update to the latest published
version.
b. The Erosion & Sedimentation Control Plan notes temporary sediment traps to be installed. Please
provide a detail and indicate on the plan where these measures are anticipated.
c. Comments from our Environmental Planner dated 10/16/24 related to permanent and temporary seeding
must be incorporated on the plan set submitted to PZC.
If you have any questions, please do not hesitate to contact me.
Respectfully,
Justin F. Russo, PLA, Assistant Planner
cc: Kevin Grindle, Barton & Loguidice
PLANNING DEPARTMENT
January l5,2025
Molly Keays
Director of Parks &Recreation350FosterStreet
South Windsor,CT 06074
Dear Ms.Keays.
Re:TOSW Recreation Depamnent —request for a special exception to table 3.1.1A and siteplanofdevelopmentforPhaselAoftheCrossTownTrailincludingtheinstallationof abituminoustrail.boardwalk sections,associated grading and parking area,on propertieslocatedat765ClarkStreett1556,1559.1560 Ellington Road,and 1407 Sullivan Avenue,RRzone.
Please be advised that the Public Hearing ofthe Planning &Zoning Commission for the abovereferencedmatterhasbeenscheduledforTuesday,January 28.2025.
This meeting will be held in the Council Chambers ofthe South Windsor Town Hall.Someonemustbepresenttorepresenttheapplication.
Four signs advertising the meeting must be posted on the properties for ten (lO)consecutivedayspriortothehearingandmustbeclearlyvisiblefromatownstreet.The signs must bepostedonfrontageonClarkStreet,Sullivan Avenue.and both sides of Ellington Road bySaturday,January l8,2025.
Signs can be picked up at the Planning office ofthe South Windsor Town Hall,1540 SullivanAvenue.Please call (860)644—251 l ext.2329 ifyou have any questions,Monday 8:00 a.m.—7:00 p.m..Tuesday —Thursday 8:00 a.m.—4:30 p.m.and Friday 8:00 a.m.—1:00 p.111.
Sincerely.
Joshua Stern
Administrative Secretary/Land Use Coordinator
1540 Sullivan Avenue.South Windsar,CT 05074 i Tel (E60)544-2511 Ext 2329 i Planning@SoulhWindsor-ET.gov
Barton &Loguidice,LLC South Windsor Cross Town Trail Phase 1A
TPZ Application
COMMENT RESPONSE SUMMARY
Justin F.Russo,PLA,Assistant Planner 01/14/25
Application #25-01P
Site Plan Comments
1.General Comments
a)The site plans are difficult to read,primarily because of the grayscale aerial.Better
effort should be made to provide a legible drawing set where linework does not
compete with the aerial.Since a survey has not been provided and the aerial is the
only way to understand existing conditions,i suggest using a color aerial and
linework of contrasting colors.
Response:The revised plans are in color.
b)Existing and proposed topography labels should be provided so Staff can easily
review proposed slopes and cut/fill areas.
Response:Labels have been added to the plans.
c)Will any portion ofthe proposed boardwalk utilize railings in addition to the curbing
shown in the detail?Please clarify.
Response:Yes,areas where the boardwalk has a greater than 30"height
above the ground,a railing will be included on both sides of the boardwalk.This
is noted on the detail.
d)The South Windsor Fire Department has requested that the trail and boardwalk be
able to support the weight of their Polaris rescue vehicle,which could exceed
4,000 pounds in the event of emergencies.Please ensure that the construction of
the trail and boardwalk can support this weight.
Response:The trail and boardwalk sections will be designed to enable the
loading of the required rescue vehicles.
2.Sheet 1 of6
a)Confirm the property line layout of N/F Jay J.Cyr &Dawn Cyr.Town of South
Windsor GIS shows a different configuration.
Response:The property lines shown on the plans are correct based on
record mapping.Barton &Loguidice has completed a compilation survey for
Eversource of the entire utility corridor to be utilized for the Crosstown trail.
3.Sheet 2 of6
a)Has an easement over the corner of N/F Kathleen C.Thompson where the
proposed trail crosses the property been requested or filed?A diagonal line is
Barton &Loguidice,LLC South Windsor Cross Town Trail Phase 1A
TPZ Application
shown in this area,but it is unclear what purpose this line serves.Metes and
bounds must be provided on the plan set forthis easement.
Response:The diagonal line shown on the plans is the Eversource easement
line which currently exists across the property of N/F Kathleen C.Thompson.
The trail in this area is proposed on the existing Eversource access drive.
b)Proposed grading should be shown on the portion of the trail just before the
existing bridge to remain near the 71.5 spot grade,and also in the area of Station
25+00.
Response:The proposed trail in the areas of existing Eversource access
drives will be 4"higher than the existing access as shown on the detail.
4.Sheet 3 of6
a)Authorization of construction activities has been granted for 1550 Ellington Road,
however,an easement must be requested and filed where the trail crosses the
property.Metes and bounds of this easement must be provided on the plan set.
Response:This property,owned by the South Windsor Land Conservation
Trust,is within the existing Eversource utility easement.The actual location of
the proposed trail will be outlined within the agreement required between the
Town of South Windsor and Eversource.
5.Sheet 4 of6
a)Why does the portion ofthe trail connectingto the crushed stone aggregate parking
area along Sullivan Ave change width from 10’,6’and 12’?
Response:The proposed trail from the parking area will be 12 feet wide
because it is coincident with an existing Eversource access drive.The width
reduces once it leaves this access drive and is narrowed to a 6 foot wide spur
trail which connects to the main crosstown trail (10‘/12’wide).Since this is a
spur trail,the width was reduced to accommodate existing utility poles and an
existing CT DOT storm drainage outlet.
6.Sheet 5 of6
a)General Note #7 references the 2002 erosion control guidelines.Please update to
the latest published version.
b)The Erosion &Sedimentation Control Plan notes temporary sediment traps to be
installed.Please provide a detail and indicate on the plan where these measures
are anticipated.
c)Comments from our Environmental Planner dated 10/16/24 related to permanent
and temporaryseeding must be incorporated on the plan set submitted to PZC.
Response:Comments a,b,&c above were all addressed with comment
Barton &Loguidice,LLC South Windsor Cross Town Trail Phase 1A
TPZ Application
responses and revised plans submitted on 10/30/24 for the wetlands permit
application.The same plans,revised through 10/30/24,were submitted to
Planning &Zoning with the current application.
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PHEASANTWAYSTEVENS RD.
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DGERD.SWEETKI
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WAY
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AR
ONDAYDR.BRIGHTMANCIR.STREETCLARKIGRFFI
N10
+00 30+000+005+0
015+0025
+00
4
0+0035+0050+0045+0065+0055+0070+00
60
+0075
+0
080+0085+00
88+30
20
+00
(CT RT 194
)
NIEDERW ERFER RD
BARBER HILL RDMILL
ER
RD(
C
T R
T 3
0)STANLEY
DRPLEASANT
VALLEY RDS
AND
HI
L
L
RDSULLI VAN AVE
CLARK ST
0
SCALE: 1"=1000'
1000 1000 2000 3000 4000
PARK
WAPPING
PARK
NEVERS
FARM
PRIEST
RYAN W AYCH
IEF
RO
A
D
E
L
LI
N
G
T
O
N
STREET
CLARK
DEMI
NG STOWNED PARCELS (TYP.)
TOWN OF SOUTH WINDSOR
TOW N OF EAST W INDSOR
TOWN OF VERNONTOW N OF MANCHESTER
TOW N OF EAST HARTFORDTOWN OF WINDSORHARTFORDTOWN OFELLINGTON
TOW N OF
1 & 2 OF 2PHASE 1A - SIGN DETAIL SHEETS
1 OF 1PHASE 1A - RRFB INSTALLATION
5 - 6PHASE 1 - NOTES & DETAILS
1 - 4PHASE 1 - LAYOUT & GRADING
THESE PLANS NOT INCLUDED WITH LOCAL APPLICATIONS
THESE PLANS NOT INCLUDED WITH LOCAL APPLICATIONSCivil Engineering Land SurveyingEnvironmental Consulting Construction Management
PREPARED FOR
LIST OF SHEETS
PREPARED BY:
LOCATION MAP
www.bandlct.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
41 Sequin Drive
Project No. 3047-014
SOUTH WINDSOR CROSS TOWN TRAIL
TOWN OF SOUTH WINDSOR
TOWN OF SOUTH WINDSOR MAP
LIST OF CTDOT STANDARD SHEETS
PHASE 1A LAYOUT
WAPPING PARK TO SULLIVAN AVENUE
DATE: 09/10/24; REVISED THROUGH 01/22/25
CROSS TOWN TRAIL
FUTURE START OF
TOWN TRAIL
FUTURE END OF CROSS
PARKING AREA
EXISTING TRAIL
PARKING AREA
EXISTING WAPPING PARK
PARKING AREA
PROPOSED TRAIL
PRIEST FARM & NEVERS PARK
PHASE 1 TRAIL: CONNECTS WAPPING PARK,
APPROXIMATE TRAIL LOCATION
SCALE: 1"= 5000'
ROADWAY CROSSING
PROPOSED PEDESTRIAN
WAPPING PARK TO PRIEST FARM
CONSTRUCTION PHASE 1A: CONNECTS
CONCRETE DRIVEWAY
BITUMINOUS CONCRETE SIDEWALK AND BITUMINOUSHW-922_01
CONCRETE SIDEWALKSHW-921_01
BITUMINOUS CONCRETE CURBINGHW-815_01
CONCRETE CURBINGHW-811_01
ENCROACHMENT PERMIT - PAVEMENT REPAIR
CONSTRUCTION SIGN SUPPORTS AND CHANNELIZING DEVICES TR-1220_02
SIGNS FOR CONSTRUCTION AND PERMIT OPERATIONS TR-1220_01
PAVEMENT MARKINGS FOR NON FREEWAYSTR-1210_08
PAVEMENT MARKING LINES AND SYMBOLSTR-1210_04
METAL SIGN POSTS AND SIGN MOUNTING DETAILSTR-1208_02
SIGN PLACEMENT AND RETROREFLECTIVE STRIP DETAILSTR-1208_01
PEDESTRIAN PUSH BUTTONTR-1107_01
TRAFFIC CONTROL FOUNDATIONSTR-1002_01
CONCRETE DRIVEWAY RAMPSHW-924_01
5859300
'225
'75
'EDGE OF ROW
EDGE OF ROW
MONUMENTED LINE OF LOCATION
OF STREAM
CENTERLINEAPPROXIMATE
+ 63.0
+ 62.0
+ 70.0
+ 75.0
+ 71.0
62.50
+
63.25
+
62.50
+
+ 63.25
CARMEN JULIEN
W ESTLEY &
N/F
(LIFE USE)
DAW N CYR
JAY J. CYR
N/F
P
ODUNK RI
VE
RP
ODUNK
RI
VE
R
NOT RELEASED FOR CONSTRUCTION
W APPING PARK
SOUTH W INDSOR
TOW N OF
N/F
W APPING PARK
SOUTH W INDSOR
TOW N OF
N/F
APPROX. EXISTING TRAIL
24" RCP
APPROX. EXISTING
0
HORZ. SCALE: 1"= 40'
40 40 80 120 160
APPROX. EXISTING TRAIL TO REMAIN
TO REMAIN
APPROX. EXISTING GRASS TRAILS
S
HEE
T
2MATCHLIN
E
70
70
70
70
60
60
70
68
66
64
68
66
64
64
66
68
70
60
62
6664
606866646210+000+005+0015+00Civil Engineering Land Surveying
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
DPL
KRG
KRG
REVISIONS
10/30/24
01/22/25
SCALE: 1" = 40'
STA. 0+00 - 15+00
PREPARED FOR
TOWN OF SOUTH WINDSOR
PHASE 1A: PLAN 1
SOUTH WINDSOR CROSS TOWN TRAIL
SHEET NO.OF1 6
Environmental Consulting Construction Management
09/10/24
SOUTH WINDSOR, CT
3047-014
J:\ \ \ .dgn
www.bandlct.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
41 Sequin Drive
10' WIDE BITUMINOUS TRAIL (TYP.)
MAPPED FLOODWAY
APPROXIMATE FEMA
100 YR FLOODPLAIN
APPROXIMATE FEMA MAPPED
WETLAND BOUNDARY (TYP.)
PARK TRAIL SYSTEM
CONNECT TO EXISTING WAPPING
325 L.F. GRASS TRAIL SPUR TO
START OF PHASE 1/1A
SEDIMENTATION CONTROL - HAY BALES (TYP.)
PROPOSED 60 L.F. BOARDWALK
CONCRETE FLARED ENDS
WITH NEW 24"ø RCP &
REPLACE PIPE CROSSING
FLARED ENDS
18"ø RCP WITH CONCRETE
WETLANDS SUMMARY
2,250 S.F.24,370 S.F.TOTAL:
(#64-1)
0.90% (180 S.F.)82.0% (19,970 S.F.)PRIEST FARM
(#63-11)
(0 S.F.)0%(0 S.F.)0%SW LAND CONSERV.
(#63-10)
(0 S.F.)0%(0 S.F.)0%EVERSOURCE
(#50-9)
(0 S.F.)0%(425 S.F.)1.7%EVERSOURCE
(#50-35)
52.1% (2,070 S.F.)16.3% (3,975 S.F.)WAPPING PARK
WETLAND AREA DISTURBED WETLAND AREA SUBJECT PARCEL
50'
50'
VOL. 114 PG. 197
RIGHT OF W AY
50' W IDE RESERVED
VOL. 115 PG. 264
FOR INGRESS AND EGRESS
50' ROW TO BE RESERVED
62.50
+
63.25
+
62.50
+
71.5
+
71.25
+
70.75
+
71.0
+
68.5
+
+
68.6
+
68.8 + 68.9
+
69.5
+ 69.4
+
69.7
+
69.8
60
60
60
60
70
70
72
72 74
74
7266
68
80
70
66
68
68
66
64
62
606866646270
15+002
5
+
0
0
20+00
+
+
+
+
+
+
++
+
+
3.5'7.0'SIGN 5
SIGN 3
SIGN 4
NOT TO SCALE
RRFB ASSEMBLY - TYPE B
SOLAR PANEL
CABINET
CONTROL
NOTES
AND WIRELESS ACTIVATED.
BE PEDESTRIAN ACTUATED, SOLAR POWERED
RECTANGULAR RAPID FLASHING BEACON TO6.
TO LANDING AREAS.
INSTALL PEDESTAL FOUNDATIONS ADJACENT5.
TYPE B.
RECTANGULAR RAPID FLASHING BEACON -
SEE SPECIAL PROVISION ITEM #1117111A - 4.
FROM EQUIPMENT TO SIDEWALK.
A MINIMUM 4 FOOT CLEAR PATH IS REQUIRED3.
IN THE FIELD PRIOR TO INSTALLATION.
REVIEWED AND APPROVED BY THE TOWN
LOCATION OF RRFB ASSEMBLY TO BE2.
ALL EQUIPMENT IS NEW.1.
41-4811
NOT TO SCALE
SIGN LEGEND
1
4
5
2
3
31-0510
YIELD
HERE
TO
41-2609
41-2607
31-0846
LIGHTS
WARNING
TURN ON
BUTTON TO
PUSH
6 41-6127AHEAD
ONLY
VEHICLES
AUTHORIZED
31-17907
SIGN 2
LUMINAIRELUMINAIRE
15'SARA G. FRAIZE
THOMAS R. &
N/F
COMPANY
LIGHT AND POW ER
THE CONNECTICUT
N/F
TRUST, INC.
LAND CONSERVATION
SOUTH W INDSOR
N/F
CARMEN JULIEN
W ESTLEY &
N/F
(LIFE USE)
DAW N CYR
JAY J. CYR
N/F
THOMPSON
KATHLEEN C.
N/F TRUST, INC.
CONSERVATION
LAND
SOUTH W INDSOR
N/F
TRUST, INC.
LAND CONSERVATION
SOUTH W INDSOR
N/F
COMPANY
LIGHT AND POW ER
THE CONNECTICUT
N/F
KATHRYN MILLER
N/F
STEW ART
SHIRLEY A.
N/F
TRUST, INC.
LAND CONSERVATION
SOUTH W INDSOR
N/F
PODUNK RIVER
EXISTING 24" PIPE
EXISTING BRIDGE TO REMAIN
NOT RELEASED FOR CONSTRUCTION
0
HORZ. SCALE: 1"= 40'
40 40 80 120 160
SOUTH W INDSOR
TOW N OF
N/F
SHOULDERS ON EACH SIDE OF TRAIL.
ADDITIONAL EXISTING WIDTH AS GRAVEL
EVERSOURCE ACCESS DRIVE. MAINTAIN ANY
12' WIDE BITUMINOUS TRAIL ALONG EXISTING
OF TRAIL, PAVE FULL WIDTH AT BRIDGE.
AS GRAVEL SHOULDERS ON EACH SIDE
MAINTAIN ANY ADDITIONAL EXISTING WIDTH
EVERSOURCE ACCESS DRIVE AND BRIDGE.
12' WIDE BITUMINOUS TRAIL ALONG EXISTING SHEET 2MATCHLI
NES
HEET
2MATCHLIN
EGUIDERAIL TO REMAIN
APPROXIMATE EXISTING
GUIDERAIL TO REMAIN
APPROXIMATE EXISTING
E
L
LI
N
G
T
O
N
R
O
A
D
C
T
R
O
U
T
E 3
0
STANDARD SHEETS FOR DETAIL)
12' WIDE CROSSWALK (SEE CT DOT
Civil Engineering Land Surveying
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
DPL
KRG
KRG
REVISIONS
01/22/25
SCALE: 1"= 40'
STA. 15+00 - 27+00
PREPARED FOR
TOWN OF SOUTH WINDSOR
PHASE 1A: PLAN 2
SOUTH WINDSOR CROSS TOWN TRAIL
SHEET NO.OF2 6
Environmental Consulting Construction Management
09/10/24
SOUTH WINDSOR, CT
3047-014
J:\ \ \ .dgn
www.bandlct.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
41 Sequin Drive
RRFB ASSEMBLY - TYPE B
RRFB ASSEMBLY - TYPE B
STANDARD SHEETS FOR DETAIL)
YIELD MARKING (TYP.) (SEE CT DOT
SIGN 1
SIGN 1
SIGNS 2 AND 6
SIGNS 2 AND 6
WIDTH TO BYPASS GATE.
TO BE WIDENED TO PROVIDE 4' MINIMUM
PROPOSED GATE BY EVERSOURCE. TRAIL
BYPASS GATE ON THE WEST SIDE.
PROVIDE 5' MINIMUM WIDTH TRAIL TO
EXISTING EVERSOURCE GATE TO REMAIN.
NOTES:
DOT ENCROACHMENT PERMIT.
CT ROUTE 30 SHALL BE IN ACCORDANCE WITH THE CT
RRFB INSTALLATION AND OTHER ASSOCIATED WORK ON2.
FOR ADDITIONAL INFORMATION.
SEE RRFB INSTALLATION PLAN (RRFB-01) SHEET 1 OF 1, 1.
EVERSOURCE GIS MAPPING
WETLAND BOUNDARY TAKEN FROM
SIGN 7
SIGN 7
TOP TO ACCESS THE RRFB ASSEMBLY.
5' WIDE LANDING (2% MAX. CROSS SLOPE) AT THE
TO PROVIDE ADA COMPLIANT ACCESS RAMP AND
CONCRETE DRIVEWAY APRONS TO BE INSTALLED 3.
DETECTABLE WARNING. (SEE NOTE 3)
CONCRETE DRIVEWAY APRON; INSTALL
(SEE NOTE 3)
INSTALL DETECTABLE WARNING.
CONCRETE DRIVEWAY APRON;12'12'
WF #
O
H
WM 7
+WF # 15
+WF #
O
H
WM 6
+WF # 18
+WF # 16
+WF # 14+WF # 17
+WF # 19
+WF # 12+WF # 2
0
+WF # 13+WF # 10+WF # 9+WF # 6+WF # 8+WF # 7+WF # 5+WF # 11+WF # 4+WF # 3
+WF # 2
+WF # 1
+WF # 1-1
+WF # 21
+WF # 22
+300'225'
70
70
70
807
8
7
6
74
72
68
66
64
66
6468
72
74
76
78
72 74
30+0040+0035+0067.50
+
68.00
+
70.0
+
72.00
+
73.00
+
72.00
+
78.50
+
74.00
+
76.00
+
78.00
+
67.50
+
PHA
SE
1A
TRUST, INC.
LAND CONSERVATION
SOUTH W INDSOR
N/F
COMPANY
LIGHT AND POW ER
THE CONNECTICUT
N/F SHEET 2MATCHLI
NE
FORMER PRIEST PROPERTY
SOUTH W INDSOR
TOW N OF
N/F
NOT RELEASED FOR CONSTRUCTION
0
HORZ. SCALE: 1"= 40'
40 40 80 120 160
TRUST, INC.
LAND CONSERVATION
SOUTH W INDSOR
N/F
TRUST, INC.
LAND CONSERVATION
SOUTH W INDSOR
N/F
SHEET 4
MATCHLINE
SOUTH W INDSOR
TOW N OF
N/F
SHOULDERS ON EACH SIDE OF TRAIL.
ADDITIONAL EXISTING WIDTH AS GRAVEL
EVERSOURCE ACCESS DRIVE. MAINTAIN ANY
12' WIDE BITUMINOUS TRAIL ALONG EXISTING
Civil Engineering Land Surveying
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
DPL
KRG
KRG
REVISIONS
01/22/25
SCALE: 1" = 40'
STA. 27+00 - 42+30
PREPARED FOR
TOWN OF SOUTH WINDSOR
PHASE 1A: PLAN 3
SOUTH WINDSOR CROSS TOWN TRAIL
SHEET NO.OF3 6
Environmental Consulting Construction Management
09/10/24
SOUTH WINDSOR, CT
3047-014
J:\ \ \ .dgn
www.bandlct.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
41 Sequin Drive
GRAVEL WORK PAD
EXISTING EVERSOURCE
EXISTING BOARDWALK TO BE REMOVED
EXISTING BOARDWALK TO BE REMOVED
POND
RUBBLE EMBANKMENT ALONG
APPROXIMATE EXISTING STONE
POSSIBLE VIEWING PLATFORM AREA
TRAIL.
START 10' WIDE BITUMINIOUS
END ELEVATED BOARDWALK/
START ELEVATED BOARDWALK
END 10' WIDE BITUMINOUS TRAIL/
100 YR FLOODPLAIN
APPROXIMATE FEMA MAPPED
TOP OF BOARDWALK GRADE (TYP.)
AND LOGUIDICE, LLC IN APRIL 2023.
2023 AND FIELD LOCATED BY BARTON
DAVISON ENVIRONMENTAL, LLC IN MARCH
WETLAND BOUNDARY - DELINEATION BY
AND LOGUIDICE, LLC IN APRIL 2023.
2023 AND FIELD LOCATED BY BARTON
DAVISON ENVIRONMENTAL, LLC IN MARCH
WETLAND BOUNDARY - DELINEATION BY
EVERSOURCE GIS MAPPING
WETLAND BOUNDARY TAKEN FROM
10' WIDE TRAIL WIDTH.
DRIVE TO REMAIN. TRANSITION TO
MATCH GRADE OF EXISTING GRAVEL
107.00
+ 106.80
+
78.50
+
76.00 78.00
+
+
106.50 106.30
+ 106.50
+
104.70
+ 809090100100102110102104106929496988684888278767450+0045+0055+00W F #
3
W F
#
2+
W F
#
27+
W F
#
1+
W F
#
26+
W F #
1-1+
W F
#
21+
W F
#
25+
W F #
28
+
W F
#
24+
W F
#
23+
W F #
22+
W F #
29
+
W F
#
30+
W F #
31+
W F
#
32
+
W F #
35
+W F #
33
+
W F
#
34
+
W F
#
52+
W F #
53+
W F
#
51+
W F
#
36
+
W F #
50
+
W F
#
38
+
W F #
37
+
W F
#
49+
W F
#
39+
W F #
48
+W F
#
47
+
W F
#
45
+
W F #
40
+W F
#
41+
W F
#
46
+
W F #
43+
W F
#
44+
SOUTH W INDSOR
TOW N OF
N/F SULLIVAN AVENUE(CT RT 194)SOUTH W INDSOR
TOW N OF
N/F
DEVELOPMENT LLC
CENTER RIDGE
N/F
0
HORZ. SCALE: 1"= 40'
40 40 80 120 160
EACH SIDE OF TRAIL.
EXISTING W IDTH AS GRAVEL SHOULDERS ON
GRAVEL ACCESS. MAINTAIN ANY ADDITIONAL
12' W IDE BITUMINOUS TRAIL ALONG EXISTING
SHEET 3MATCHLINE NOT RELEASED FOR CONSTRUCTION
(CT RT 74)
ELLINGTON ROAD
DRIVE ACCESS
EXISTING GRAVEL EVERSOURCE
OUTLET TO REMAIN (TYP.)
APPROXIMATE EXISTING STORM DRAINAGE 120120Civil Engineering Land Surveying
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
DPL
KRG
KRG
REVISIONS
10/30/24
01/22/25
SCALE: 1"= 40'
STA. 42+30 - 53+00
PREPARED FOR
TOWN OF SOUTH WINDSOR
PHASE 1A: PLAN 4
SOUTH WINDSOR CROSS TOWN TRAIL
SHEET NO.OF4 6
Environmental Consulting Construction Management
09/10/24
SOUTH WINDSOR, CT
3047-014
J:\ \ \ .dgn
www.bandlct.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
41 Sequin Drive
10' W IDE BITUMINOUS TRAIL (TYP.)
GRAVEL ACCESS DRIVE
APPROX. EXISTING
PHASE 1A.
& PARKING AREA INCLUDED IN
PHASE 1A. TRAIL TO THE NORTH
END OF TRAIL TO THE EAST FOR
PARKING AREA
PROPOSED CRUSHED STONE
NORTH TO PARKING AREA
6' WIDE BITUMINOUS SPUR TRAIL
AND HC ACCESSIBLE PARKING SPACE
BITUMINOUS CONCRETE DRIVEWAY
AND LOGUIDICE, LLC IN APRIL 2023.
2023 AND FIELD LOCATED BY BARTON
DAVISON ENVIRONMENTAL, LLC IN MARCH
WETLAND BOUNDARY - DELINEATION BY
NOT INCLUDED IN PHASE 1A (TYP.)
PHASE 1B.
CONSTRUCTION TO BE COMPLETED IN
EXISTING TRAFFIC SIGNAL. DESIGN &
CROSSING OF SULLIVAN AVENUE AT
THE EAST TO INCLUDE PEDESTRIAN
PROPOSED EXTENSION OF TRAIL TONOTE:
100' UPLAND REVIEW SETBACK
NOT TO SCALE
SUBGRADE
EXISTING
(SEE GRADING PLAN)
PREPARED SUBGRADE
4" TOPSOIL (4" THICKNESS)
PERENNIAL TURFGRASS SEED MIX
FINISH GRADE (SEE GRADING PLAN)
TURF ESTABLISHMENT
NOT RELEASED FOR CONSTRUCTION
SURVEY NOTES
CALL BEFORE YOU DIG: 1-(800) 922-4455
AUTHORITIES PRIOR TO CONSTRUCTION.
MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE
THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES
WHICH ARE UNKNOWN TO BARTON AND LOGUIDICE.
SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF
CONSIDERED APPROXIMATE IN NATURE. ADDITIONALLY, OTHER
AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE
COMPANIES OR GOVERNMENT AGENCIES, FROM PAROL TESTIMONY
FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY
DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART,
UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS3.
VERTICAL DATUM BASED UPON MAP REFERENCE 3.
HORIZONTAL DATUM BASED UPON MAP REFERENCE 1.2.
MAY DISCLOSE.
AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY
AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY,
OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED
THIS PLAN WAS COMPILED FROM OTHER MAPS, RECORD RESEARCH,1.
EXCEPT WHERE OTHERWISE NOTED.
FIELD DELINEATED GIS GRADE LOCATION PROVIDED BY EVERSOURCE ENERGY
WETLANDS DELINEATION:5.
CONNECTICUT ENVIRONMENTAL CONDITIONS ONLINE 2019 ORTHOPHOTOGRAPHY.
AERIAL IMAGERY:4.
2016 CRCOG LIDAR: CONNECTICUT STATEWIDE.
TOPOGRAPHY:3.
SOUTH WINDSOR GIS.
ABUTTING PROPERTY LINES AND STREET LINES: 2.
SCALE: 1"=100'. DATE: 02/22/2021.
MANCHESTER/SOUTH WINDSOR. PLEASANT VALLEY ROAD, SOUTH WINDSOR, CT.
EVERSOURCE ENERGY TRANSMISSION RIGHT OF WAY PLAN. 1310 / 1635 / 1763 LINE
EDGE OF RIGHT OF WAY/MONUMENTED LINE OF LOCATION:1.
MAP REFERENCES
Civil Engineering Land Surveying
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
DPL
KRG
KRG
REVISIONS
09/27/24
10/30/24
SCALE: NOT TO SCALE
WAPPING PARK TO NEVERS PARK
PREPARED FOR
TOWN OF SOUTH WINDSOR
PHASE 1 NOTES & DETAILS
SOUTH WINDSOR CROSS TOWN TRAIL
SHEET NO.OF5 6
Environmental Consulting Construction Management
09/10/24
SOUTH WINDSOR, CT
3047-014
J:\ \ \ .dgn
www.bandlct.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
41 Sequin Drive
NOT TO SCALE
FLOW
3'-0" MIN.NOTES:
OR POLYETHYLENE FILAMENTS AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER.
SILT FENCE FABRIC SHALL BE A PERVIOUS SHEET OF WOVEN PROPYLENE, NYLON, POLYESTER3.
POSTS (0.5 # STEEL/L.F.). THE MINIMUM POST LENGTH SHALL BE 5'-0".
SILT FENCE SUBJECT TO HEAVY LOADS SHALL BE REINFORCED WITH FARM FENCING & STEEL 2.
INSTALL SILT FENCE & WOOD STAKES AS RECOMMENDED BY MANUFACTURER.1. 100 2'-6" MIN.12" MIN. 6" MIN.10'-0" MAX.
SILT FENCE
ELEVATION SECTION
GRADE
FINISH
FENCE (SEE NOTE 2)
ATTACHED TO WIRE
SILT FENCE FABRIC
SELF-SUPPORTING
(MIN. LENGTH: 3' - 6')
1" x 2" WOOD STAKE
GROUND
FABRIC BELOW
EXTEND 6" OF
BACKFILL
RECOMPACTED
GRADE
FINISH
NOT TO SCALE
EMBANKMENT SLOPETOE OF SLOPEFLOW
OF SLOPETOE DEPTH OF 4"
BURY TO A
SIDE SLOPE
VARIES
BOTTOM OF SWALE SIDE SLOPE
VARIES
FLOWSWALECL
VARIESAS DIRECTED(100' MAX.)FLOWBALES BUTTED TOGETHER
BOTTOM OF
DRAINAGE WAY
A POINT A SHALL BE
HIGHER THAN POINT B
A
B
-
+10'
-
+10'
BALED HAY OR STRAW
TOGETHER
BALES BUTTED
BARRIER
CREATE A CONTINUOUS
BETWEEN BALES TO
WEDGE LOOSE STRAW
(2 STAKES PER BALE)
OR REBAR EACH BALE
2"x2"x3' LONG STAKES
WIRE OR TWINE
DIRECTION OF BINDING
EXISTING GRADE BACKFILL
COMPACTED
BARRIER
CREATE A CONTINUOUS
BETWEEN BALES TO
WEDGE LOOSE STRAW
OR STRAW
BALED HAY
WIRE OR TWINE
DIRECTION OF BINDING
OR REBARS EACH BALE
2"x2"x3' LONG STAKES
GRADE
EXISTING
SECTION AT TOE OF SLOPE
PLAN
PLAN
SECTION AT SWALE
B
HAY BALES
1
2 2
1
1.5
1 1
2
VARIES2'5' MAX.1' MIN.(4' MAX. HEIGHT)1.5' DRY VOLUME(3' MAX. HEIGHT)2' WET VOLUMETEMPORARY SEDIMENT TRAP
SECTIONPLAN
NOT TO SCALEOUTLETDIVERTED RUNOFF
W LVOLUME(CY)
REQUIRED
VOLUME(CY)
REQUIRED DRY
VOLUME(CY)
REQUIRED WETTST
TEMPORARY SEDIMENT TRAP (TST) SIZING
EROSION AND SEDIMENT CONTROL REQUIREMENTS.
ALL PROPOSED SEDIMENT TRAPS SHALL BE CONSTRUCTED ACCORDING TO THE 2024 CT GUIDELINES FOR SOIL4.
THE TEMPORARY SEDIMENT TRAPS SHALL BE REMOVED AFTER THE CONTRIBUTING DRAINAGE AREA IS STABILIZED.3.
WET STORAGE VOLUME.2
1TO
DEWATER, REMOVE SEDIMENTS AND RESTORE BASIN TO ORIGINAL DIMENSIONS WHEN SEDIMENTS ACCUMULATED2.
STORM WITH A RAINFALL AMOUNT OF 0.5 INCH OR GREATER.
INSPECT THE TEMPORARY SEDIMENT TRAP AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A1.
MAINTENANCE:
(AC)
SWALE AREA
CT DOT #3 STONE
GEOTEXTILE FABRIC
MODIFIED RIPRAP
HAYBALES
1 X 134*X 1/2 TOTAL VOL.1/2 TOTAL VOL.
SEE PLAN FOR WIDTH
PUBLIC ROAD
NOT TO SCALE
50'-0" MIN. LENGTH
ANTI-TRACKING PAD DETAIL
6" DEPTH OF CTDOT 2" STONE
COMPACTED SUBGRADE
IF SOIL HAS LOW BEARING CAPACITY
USE MIRAFLEX 600X OR EQUAL UNDER STONE
EROSION & SEDIMENTATION CONTROL PLAN:
EROSION & SEDIMENTATION CONTROL NOTES:
GENERAL NOTES:
EROSION & SEDIMENT CONTROL", EFFECTIVE DATE: MARCH 30, 2024, AS AMENDED.
INSTALLED AS DIRECTED BY THE TOWN IN ACCORDANCE WITH THE "CONNECTICUT GUIDELINES FOR SOIL
ANY EROSION AND SEDIMENTATION CONTROL MEASURES DEEMED NECESSARY BY THE TOWN, SHALL BE7.
GUARANTEED ACCURATE OR COMPLETE.
OF EXISTING STRUCTURES AND UTILITIES HAS BEEN COMPILED FROM AVAILABLE INFORMATION AND IS NOT
INFORMATION SHOWN ON THE DRAWINGS RELATING TO MATERIALS, CONDITIONS, AND OR LOCATIONS6.
CONDITION BY THE CONTRACTOR IF DISTURBED OR DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION.
PROTECTED FROM DAMAGE (UNLESS OTHERWISE NOTED) AND SHALL BE REPLACED IN THE SAME OR BETTER
ALL SIGNS, MAILBOXES, PLANTINGS, ORNAMENTAL OBJECTS, LIGHTS, LANDSCAPE SHRUBBERY ETC., SHALL BE5.
CONSTRUCTION.
CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455 PRIOR TO THE START OF4.
WITH TURF EXTABLISHMENT UNLESS OTHERWISE NOTED.
UPON COMPLETION OF THE WORK, ALL DISTURBED AREAS OTHER THAN PAVED AREAS SHALL BE RESTORED3.
ALL PROPOSED WORK MAY BE VARIED IN THE FIELD BY THE OWNER TO BEST MATCH EXISTING CONDITIONS.2.
819, 2024 INCLUDING LATEST SUPPLEMENTAL SPECIFICATIONS.
STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION FORM
ALL CONSTRUCTION MATERIALS AND METHODS IN THE STATE R.O.W. SHALL CONFORM TO THE CT DOT1.
APPLIED AT A RATE OF 100 LBS. PER ACRE.
TEMPORARY GRASS SEEDING, IF NECESSARY, SHALL BE ANNUAL RYE GRASS (LOLIUM PERENNE)12.
IN ACCORDANCE WITH THE SUPPLIERS RECOMMENDATIONS.
THE GRASS SEED MIXTURE SHALL BE NEW ENGLAND WETMIX AS SHOWN BELOW AND SHALL BE APPLIED11.
FALL: AUGUST 15 TO SEPTEMBER 15
SPRING: APRIL 15 TO JUNE 15
THE FOLLOWING DATES FOR SEEDING SHALL BE USED:10.
AREAS OUTSIDE OF PAVED AREAS, WALKS, AND BUILDINGS ARE TO RECEIVE A MINIMUM 4" OF TOPSOIL.9.
SPECIFICATION IN CTDOT 819, AT THE COMPLETION OF PROJECT.
ALL DISTURBED AREAS ARE TO BE RAKED, SEEDED AND FERTILIZED PER "TURF ESTABLISHMENT"8.
CONTROL DEVICES AS SHOWN ON THESE PLANS OR AS ORDERED BY THE ENGINEER.
THE CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING ALL EROSION AND SEDIMENTATION7.
OR TOWN.
CONSTRUCTION PERIOD IF DEEMED NECESSARY OR REQUIRED BY THE ENGINEER
ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED DURING THE6.
MANNER WHICH IS CONSISTENT WITH THE INTENT OF THE PLAN.
SEDIMENT REMOVED FROM ANY CONTROL STRUCTURES SHALL BE DISPOSED OF IN A5.
REPLACED OR INCREASED AS REQUIRED BY SPECIFIC FIELD CONDITIONS.
WITHIN 24-HOURS AFTER A RAIN EVENT OF AT LEAST A HALF-INCH, AND MAINTAINED,
ALL ON-SITE EROSION AND SEDIMENT CONTROLS ARE REQUIRED TO BE INSPECTED4.
BY THE ENGINEER OR TOWN.
CONTRACTOR DURING THE CONSTRUCTION PERIOD AS NECESSARY OR AS REQUIRED
ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED OR REPLACED BY THE3.
AND THE TOWN REGULATIONS.
GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL", DATED 2024, AS AMENDED
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT
ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN 2.
ON THE PLANS, OR AS DIRECTED BY THE TOWN PRIOR TO CONSTRUCTION.
EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED AS SHOWN1.
ACTIVITIES. ALL TEMPORARY STORMWATER DISCHARGE WILL BE DIRECTED TO THESE TRAPS.
TEMPORARY SEDIMENT TRAPS WILL BE INSTALLED AS NECESSARY DURING CONSTRUCTION6.
ALL DISTURBED AREAS HAVE BEEN STABILIZED, AS REQUIRED BY FIELD CONDITIONS.
DUST CONTROL MEASURES WILL BE APPLIED DURING THE CONSTRUCTION PERIOD UNTIL5.
AND UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED.
DUST CONTROL MEASURES SHALL BE APPLIED THROUGHOUT THE CONSTRUCTION PERIOD4.
OF SOIL.
AN EROSION CONTROL SYSTEM SHALL BE INSTALLED AROUND ALL ON-SITE STOCKPILES3.
REQUIRED TO BE INSTALLED.
CONTRACTOR THAT ARE NOT GRAVEL OR PAVEMENT, AN ANTI-TRACKING APRON WILL BE
CONSTRUCTION EQUIPMENT TRAFFIC. IF ALTERNATE ACCESS AREAS ARE PROPOSED BY THE
TO THE SITE IN ORDER TO PREVENT THE TRANSPORT OF SEDIMENTS OFF THE SITE BY TRUCK AND
EXISTING EVERSOURCE GRAVEL ACCESSWAYS WILL BE UTILIZED FOR CONSTRUCTION ACCESS2.
SITE PRIOR TO CONSTRUCTION WHEREEVER POSSIBLE.
ALL EROSION AND CONTROL MEASURES WILL BE INSTALLED AT THE PROJECT1.
PLAN
NOT TO SCALE
CONCRETE SIDEWALK
" PER FT.4
1
" R4
1
WIDTH AS SHOWN ON PLANS
3" MIN.5"8"5' MAX.
15' MAX.
TO DIRECTION OF TRAVEL
STIFF BROOM FINISH PERPENDICULAR
" DEEP (TYP.)4
1" x 4
1
TOOLED DUMMY JOINT
JOINT SEALER.
1/2" DEEP GROOVE AT TOP WITH
JOINT MATERIAL. 3/8" WIDE x
3/8" PREFORMED EXPANSION
TRANSVERSE EXPANSION JOINT
OTHER LOCATIONS WHERE SIDEWALK ABUTS EXISTING CONCRETE.
PROVIDE EXPANSION JOINT AT CONSTRUCTION JOINTS, SAWCUTS &NOTE:
" PER FT.4
1
MESH REINFORCEMENT
6 X 6 - W1.4XW1.4 WIRE
" R4
1
WIDTH AS SHOWN ON PLANS
3" MIN.2"TO DIRECTION OF TRAVEL
STIFF BROOM FINISH PERPENDICULAR
8"12"PROCESSED AGGREGATE BASE
CLASS "F" CONCRETE
PROCESSED AGGREGATE BASE
CLASS "F" CONCRETE
PROFILE: 5" DEPTH
PROFILE - 8" DEPTH (ACROSS DRIVEWAYS & RAMPS)
8.33% MAX.
7.1% TYP.
RAMP SLOPE
CURBING
CURBING
NON-WALKING SURFACE
WITH RAMP (TYP.)
SLOPED CURBING INCLUDED
2.0% MAX.
1.5% TYP.
LANDING
48" MIN.
INCLUDED WITH RAMP
SIDEWALK CURBING (TYP.)
2' WIDE DETECTABLE
WARNING STRIP
1/4" MAX.
LIP HEIGHT
R=2' MIN. (TYP.)
NON-WALKING SURFACE
SIDEWALK AND RAMP GENERAL NOTES:
1. SIDEWALK RAMPS SHALL HAVE A COARSE BROOM FINISH TRAVERSE TO THE SLOPE OF THE RAMP.
INCH.4
12. VERTICAL SURFACE DISCONTINUITIES AT JOINTS SHALL NOT EXCEED
BUT SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET.
4. THE RUNNING SLOPE OF THE CURB RAMP SHALL BE 8.3 PERCENT MAXIMUM
EXPANSION OR CONTRACTION JOINT.
3. REMOVAL OF EXISTING SIDEWALK FOR NEW RAMP INSTALLATIONS SHALL BE TO THE NEAREST
SIDEWALK RAMPS
NOT TO SCALE
RAMP LENGTH LANDING
8.33% MAX.
7.1% TYP.
RAMP SLOPE
ROADW AY
WARNING STRIP
2' WIDE DETECTABLE
1/4" MAX.
LIP HEIGHT
W ITH SIDEW ALK RAMP
DEPRESSED CURB INCLUDED
4"7"
2.0% MAX.
1.5% TYP.
6"
8" MIN. EMBEDMENT
REVEAL
12" MAX.
7"
SEE CONCRETE CURB DETAIL
TYPICAL SECTION THROUGH RAMP
2.0% MAX.
1.5% TYP.
LANDING
48" MIN.
48" MIN.
(NO CURBING)
EDGE OF ROAD
(NO CURBING)
EDGE OF ROAD
WARNING STRIP
2' WIDE DETECTABLE
1/4" MAX.
LIP HEIGHT
8.33% MAX.
RAMP SLOPE
NON-WALKING SURFACE
(TYPE 17)
WITH NON-WALKING SURFACE
SINGLE DIRECTION - NO CURB
(TYPE 16)
WITH NON-WALKING SURFACE
SINGLE DIRECTION - RETURN CURB
(TYPE 13)
48" MIN.
48" MIN.
2.0% MAX.
1.5% TYP.
LANDING
WITH NON-WALKING SURFACE
SIDEWALK CURBING INCLUDED
WITH RAMP (TYP.)
NON-WALKING SURFACE
48" MIN.
PERPENDICULAR RAMP
R=2' MIN. (TYP.)
CURBING
NON-WALKING SURFACE
2' WIDE DETECTABLE WARNING STRIP
NON-WALKING
SURFACE
LIP HEIGHT
1/4" MAX.
8.33% MAX.
7.1% TYP.
RAMP SLOPE
INCLUDED W ITH SIDEW ALK RAMP
SIDEW ALK CURBING AS REQUIRED
NOT TO SCALE
2
1
" PER FT.4
1
TYPICAL TRAIL CROSS SECTION
NOT TO SCALE
2
1
" PER FT.4
1
1" PER FT.
TYPICAL TRAIL CROSS SECTION AT EVERSOURCE DRIVEWAYS
SUBGRADE 2" HMA S0.375
BORROW MATERIAL AS REQUIRED
STRIP EXISTING TOPSOIL & INSTALL
1" PER FT.
REPLACE WITH PROCESSED AGGREGATE
REMOVE 3" OF EXISTING GRAVEL AND
" PROCESSED AGGREGATE.4
33" OF 4" HMA S0.5 PLACED IN TWO EQUAL LIFTS
EXISTING GRAVEL DRIVE TO REMAIN
" PROCESSED AGGREGATE 4
38" OF
NOT TO SCALE
REINFORCED CONCRETE FLARED END DETAIL
1
2
PLAN
SECTION
BARREL FLARE
SECTION END VIEW
DIMENSIONS FOR REINFORCED CONCRETE CULVERT END
0.084
0.096
0.108
0.132
0.144
0.120
0.084
0.096
0.108
0.132
0.144
0.120
ONE LAYER ONLY IN CENTER OF WALL
0.048
0.054
0.060
0.066
0.072
0.048
0.054
0.060
0.066
0.072
R
2
R
1FDIA.A B C D E
SQ. IN. PER FT.
TRANSVERSE STEEL
MIN. AREA OF
STEEL SQ. IN. PER FT.
LONGITUDINAL
MIN. AREA OF
12''(305)
15''(381)
21''(533)
18"(457)
24''(610)
30''(762)
36''(914)
42''(1067)
48''(1219)
54''(1372)
60''(1524)
4"(102)
6''(152)
9''(229)
9''(229)
''(241)2
19
1'-0''(305)
1'-3''(381)
1'-9''(534)
2'-0"(610)
2'-3''(686)
2'-9''(838)
2'-0''(610)
2'-3''(686)
2'-3''(686)
2'-11''(889)
''(1105)2
13'-7
4'-6''(1371)
5'-3''(1600)
5'-3''(1600)
6'-0''(1829)
5'-5''(1651)
5'-0''(1524)
''(1241)8
34'-0
3'-10''(1168)
3'-10''(1168)
3'-2''(965)
2'-6''(762)
''(502)4
31'-7
''(883)4
32'-10
2'-11''(889)
2'-2''(660)
2'-11''(889)
3'-3''(991)
''(1851)8
36'-0
6'-1''(1854)
6'-1''(1854)
6'-1''(1854)
''(1867)2
16'-1
''(1873)4
36'-1
''(2483)4
38'-1
8'-2''(2489)
8'-2''(2489)
8'-4''(2540)
8'-3''(2515)
2'-0''(610)
2'-6''(762)
3'-0''(914)
3'-6''(1067)
4'-0''(1219)
5'-0''(1524)
6'-0''(1829)
6'-6''(1981)
7'-0''(2134)
7'-6''(2286)
8'-0''(2438)
''(506)16
151'-7
''(618)16
52'-0
2'-5''(737)
''(800)2
12'-7
''(843)16
32'-9
3'-1''(940)
''(1214)16
133'-11
''(1368)8
74'-5
''(1435)2
14'-8
''(1664)2
15'-5
''(1842)2
16'-0
''(260)4
110
''(318)2
11'-0
''(394)2
11'-3
1'-4''(406)
''(427)16
131'-4
''(470)2
11'-6
''(618)16
52'-0
''(699)2
12'-3
''(724)2
12'-4
''(841)8
12'-9
''(932)16
113'-0
9''(229)
11''(279)
1'-0''(305)
1'-1''(330)
1'-2''(356)
1'-3''(381)
1'-8''(508)
1'-10''(559)
1'-10''(559)
2'-0''(610)
2'-0''(610)
FLARE REINFORCEMENT
NOTES:
WALL THICKNESS SHALL CONFIRM TO PIPE THICKNESS.2.-
SPIGOT AS REQUIRED TO CONFORM TO PIPE INSTALLED.
JOINTS SHALL BE TONGUE AND GROVE OR BELL AND1.-
SUBGRADE ELEVATION
LIMITS OF
PIPE DIA.
NOTES:
NOT TO SCALE
OF ELLIPTICAL PIPE
OR HORIZ. SPAN
& BACKFILL
TRENCH EXCAVATION
TRENCHING & BACKFILLING
I.D. + 2' (PIPE UNDER 30")
ELLIPTICAL PIPE
OVER & FOR HORIZ.
I.D. + 3' FOR PIPE 30" &
0.25 O.D.
MATERIAL
BEDDING
12" IN ROCK
4" IN EARTH PIPE O.D.USE WATERTIGHT GASKETS IN ALL PIPE JOINTS.2.
ALL PIPE TO BE CONCRETE CLASS IV MINIMUM UNLESS OTHERWISE SPECIFIED.1.
LARGER THAN 3"
MATERIAL. NO STONES
APPROVED NATIVE
GRANULAR FILL OR
NOT TO SCALE
BOARDWALK CROSS SECTION
SECTION TO INCLUDE A CODE COMPLIANT RAILING ON BOTH SIDES.
IN AREAS OF WITH A GREATER THAN 30" HEIGHT ABOVE THE GROUND, BOARDWALK2.
MINIMIZE FUTURE MAINTENANCE REQUIREMENTS.
PILE DESIGN TO BE COMPLETED BY OTHERS. A COMPOSITE DECK TO BE USED TO
DETAIL REPRESENTS TYPICAL BOARDWALK SECTION. FINAL BOARDWALK & HELICAL1.NOTES:
NOT TO SCALE
COMPACTED SUBGRADE
RUN GRAVEL (5" MINUS)
8" LAYER OF COMPACTED BANK
STONE DRIVING COURSE
" CRUSHED4
32" LAYER OF
GRAVEL PARKING AREA DETAIL
PROCESSED AGGREGATE BASE
4" LAYER OF COMPACTED,
NOT RELEASED FOR CONSTRUCTION
Civil Engineering Land Surveying
PROJ. ENGINEER
PROJ. MANAGER
OFFICE REVIEW
PROJECT DATE
DPL
KRG
KRG
REVISIONS
SCALE: NOT TO SCALE
WAPPING PARK TO NEVERS PARK
PREPARED FOR
TOWN OF SOUTH WINDSOR
PHASE 1A NOTES & DETAILS
SOUTH WINDSOR CROSS TOWN TRAIL
SHEET NO.OF6 6
Environmental Consulting Construction Management
09/10/24
SOUTH WINDSOR, CT
3047-014
J:\ \ \ .dgn
www.bandlct.com
Fax: (860) 633-5971
Phone: (860) 633-8770
Glastonbury, CT 06033
41 Sequin Drive
1'
10' WIDE TRAIL
1'
UNLESS OTHERWISE NOTED ON PLANS.
LITTER - NO TOPSOIL SHALL BE INSTALLED
LEFT TO NATURALIZE WITH TRAIL AND LEAF
2:1 MAX SIDE SLOPES SHALL BE COMPLETED AND
APPROXIMATE EXISTING GRADE
GRAVEL REMOVED FROM DRIVE (TYP.)
REGRADE SHOULDERS AND FILL WITH EXISTING
12' WIDE TRAIL/ACCESS DRIVE
TOPSOIL & SEED SHOULDERS (TYP.)
MAX. SLOPE
MAXIMUM SLOPEAPPROXIMATE EXISTING GRADE
AF
E
''2
1R=1
''2
1R=1
RE NO.1
SEE NOTE
R
DIA. +1''(25) WALL (SEE NOTE NO. 2)
D
C B
DIA.LINE
SLOPE
1"
MIN.
MORTAR
DETAIL "A"
PIPE 54''(1372) & LARGER
WITH CORRUGATED
DETAIL ''A'' FOR USE VARIESNO STONES LARGER THAN 2"
ABOVE PIPE (MAX. 18")
WARNING TAPE MIN. 12"
FOSTERRDPIERCERDO
A
KLA
N
D
R
D/RTE
30SCOTTDRBUCKLAND RDSAND HILL RD
CLARKSTREET1. AMARYLLIS LANE2. BITTERSWEET LANE3. CALLY LILY WAY4. DAISY LANE
VA L L E Y VIEWDR
5. ELDERBERRY LANE
6. FOXGLOVE LANE7. GARDENIA LANE8. HONEYSUCKLE LANE
TIMBERTRLN OR MANDRPETERSENWAY9. PEACHBROOK DRIVE
1
FARM
BRO
OKLN
LIPMANDR
BLUERIDGEDRH ERITAGEDR
WINDYHIL LDR
TAMARACK AVECOMMUNITYRDCOLLINSLN
2
8 7
3
5
649
ELLINGTON R D /R T E 3 0 SUMMERHILLDRIVES
A
N
D
S
T
O
N
E
D
R
I
V
E
ARROWWOOD CIRCLE
DEERFIELDLN
BERRYPATCHCANDLEWOODDRIVE BR E E Z Y H I L L RDSUNNYSIDEDR
HORIZ
O
N
CI
RALPINEDRDARL
E
N
EDRK
U
PCHUNOSDR
DEM
I
N
G
S
T
FELT RDPEPPERBUSHWAY
SHADBUSH WAY VICTO
R
I
ANWOODLNSCOTT DR
µ1 inch = 600 feet
The information on this map is from a computer database accessed using a Geographic Information System (GIS). This is not a surveyproduct. The data provided on this map are provided for informationaland planning purposes only. The Town makes no claims or guaranteesabout the accuracy or currency of the contents of this map and expresslydisclaims liability for errors and omissions in its contents. Unauthorizedattempts to modify any information shown on this map or utilize thismap for other than its intended purposes are prohibited. Each user of thismap is responsible for determining its suitability for his or her intendeduse or purpose. In no event will the Town of South Windsor be liable forany damages, including loss of data, lost profits, business interruption,loss of business information or other pecuniary loss that might arise fromthe use of this map or the information it contains.
Appl 25-01P, TOSW Cross -Town Trail Phase 1A
Mémorandum
To:South Windsor Planning and Zoning Commission
CC:Director of Planning,Director of Public Works,Director of Parks &
Recreation,Environmental Planner,SW Walk &Wheel Ways
From:Conservation Commission
Date:December 23,2024
Re:Appl.25—01 P —TOSW Cross Town Trail
The South Windsor Conservation Commission,at its November 6th meeting
discussed the application and wanted to bring the following items fonNard to thePlanningandZoningCommissionforconsideration.
Recognizing that maintaining greenspace is essential for protecting vegetation,
habitat,and important species that are vulnerable to human impacts associatedwithdevelopment,the Commission suggests addressing the following:
1)Signage:Ensure clear,well-designed signage to include indicators for
sensitive habitats,reminders to “Leave No Trace,”and notices to
discourage feeding waterfowl or other animals.
2)Public Information:Provide educational material on the TOSW website &Parks and Rec website,social media posts,and brochures at town
buildings.
3)Park Maintenance:Add trash receptacles at each access point entrance,regular removal of debris from the walking path,and repair damaged
pathways.
The Commission looks forward to the trail development.Taking measures now tocreateasustainable,well-maintained trail system will benefit both our communityandtheenvironmentoverthelOngterm.
Thank you for your consideration.
Barbara Kelly,Chairperson
South Windsor Planning &Zoning Commission
1540 Sullivan Avenue
South Windsor,CT 06074
Justin lriondo
160 Loomis Road
South Windsor,CT 06074
To the South Windsor Pianning &Zoning Commissioners:
lam writing to you in favor of Appiication:25-01P.Outdoor recreation is a hallmark of every desirabie
town in our area.Farmington (and the surrounding area)has the Canai Traii,West Hartford has Eli2abeth
Park and the Reservoir,and Glastonbury has Riverfront Park.South Windsor has a fewjeweis as weli,
including Nevers,Niederwerfer,Donnelly,and Wapping Parks.However,i hope to bring forward a
unique perspective as we evaluate this opportunity of introducing a Cross—Town Trail in our community.
Unfortunately,today,our community does not have a truly wheelchair accessible park.We are
presented with an opportunity to change that.
lam extremely excited to see the proposed plans call for a trail system built on bituminous and concrete
materials,as opposed to the traditional stone dust and gravel builds.lencourage you to approve this
submission and emphasize the importance of these materials as this Phase and future Phases are
brought forward.This design will allow for an entire portion of our beautiful town to be explored and
appreciated by our entire population.This not only allows us to continue promoting and reinforcing
inclusiveness by being wheelchair accessible (which,selfishly,is important to me)but also allows for
grandparents,children learning to ride bikes,and families with strollers to easily enjoy together.
lappreciate the consideration and am eager for this Application’s Approval,and for Future Phases to be
realized,turning the Cross-Town Trail system into yet anotherjewel that all South Windsor can be proud
of and enjoy.
Thank you,
Justin lriondo
1
Appl #25-01P, Cross Town Trail Phase 1A – 765 Clark Street, 1556, 1559, 1560
Ellington Road, and 1407 Sullivan Avenue
Public Hearing 1/28/25
Planning Department Report
1. This is a request for a special exception to Table 3.1.1A and site plan of development for
Phase 1A of the Cross Town Trail including the installation of a bituminous trail, boardwalk
sections, associated grading and parking area, on properties located at 765 Clark Street,
1556, 1559, 1560 Ellington Road, and 1407 Sullivan Avenue, RR zone.
2. This application is subject to the special exception review criteria of Section 8.4(B) which
includes that:
• The proposal is consistent with the goals and objectives of the Plan of Conservation
and Development;
• The application has met the requirements of the zoning regulations;
• The land is physically suited to the proposed use;
• Minimal, if any, adverse environmental impacts are created;
• No traffic or other hazards will be created;
• The impacts on the capacity of the present and proposed utilities, street, drainage
systems, sidewalks, and other elements of the infrastructure will be minimal ;
• There will be minimal or no adverse effects on existing uses in the area;
• Surrounding property values will be conserved;
• The character of the neighborhood will be maintained or minimally disrupted ;
• The general welfare of the community will be served;
• There is a balance between neighborhood acceptance and community needs;
• Historic factors are adequately protected; or due consideration to preservation of
historic factors has been demonstrated;
• The overall physical appearance of the proposed development is compatible with
surrounding development and the Commission’s goals for the neighborhood/corridor;
• The architectural design is aesthetically pleasing and blends well into the surrounding
area;
• Noise created by on-site activities, including vehicle equipment noise;
• The Commission may impose additional conditions in accordance with these
regulations in order to ensure that all applicable criteria enumerated above and/or
within a particular use category are satisfied.
2
3. As noted in the applicant’s narrative, this Phase 1A application is a portion of a larger
master plan to develop a 6.2-mile multi-use recreational and transportation trail along the
Eversource powerline corridor. The goal of this trail is to provide a safe route through Town
for pedestrians and bicyclists. The Phase 1A portion of development will include
approximately 5,500 linear feet of trail utilizing hot mix asphalt and boardwalk sections.
4. The plans appear to meet all zoning requirements. No proposed improvements in Phase 1A
would affect the requirements listed in our residential zoning table.
5. Small vehicle access to portions of the trail is critical for emergency response personnel
such as Fire and Police. The applicant has noted that the trail and boardwalk will be
designed to support the loading of our small rescue vehicle which could exceed 4,000
pounds in the event of emergencies.
6. The narrative states that approval from property owners has been secured, but I would like
to know if actual easements have been granted and filed. This is a critical step to this
process and ensures that the trail can be constructed and maintained by the Town. The
applicant claims that all portions of the trail outside of Town-owned land is contained
within the Eversource easement but Drawing 3 shows a wetland crossing that is outside of
that easement.
7. The Inland Wetlands Agency approved this application at their 11/06/24 meeting with
standard approval conditions including a requirement of bond posting by any contracted
entities other than TOSW for erosion and sediment control compliance. Final plans shall
incorporate the conditions and comments associated with this approval.
Engineering comments are as follows (read memo by Town Engineer).
The Conservation Commission has submitted a memorandum dated 12/23/24 to be read into the
record.
If this site plan modification is approved, Planning Staff has incorporated comments into the
approval conditions.
STANDARD APPROVAL MODIFICATIONS FOR SITE PLAN
PROJECT Cross Town Trail Phase 1A APPL. 25-01P
ENGINEER/ARCHITECT: Barton & Loguidice PROJ. # 3047-014
Submit mylars of sheets: 1 through 4
Special exception to Table 3.1.1A and site plan of development for Phase 1A of the Cross Town Trail including the
installation of a bituminous trail, boardwalk sections, associated grading and parking area, on properties located at 765
Clark Street, 1556, 1559, 1560 Ellington Road, and 1407 Sullivan Avenue, RR zone.
1. Prior to commencement of any site work, a meeting must be held with Town Staff.
2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office.
3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission,
including bonds to ensure compliance with the erosion and sediment control measures posted by any contracted
entities other than the Town of South Windsor. Bond amounts shall be determined at the time of authorization.
4. An as-built plan is required prior to issuance of a Certificate of Compliance per Section 9.1.3 of the Zoning
Regulations.
5. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South
Windsor.
6. No building permits will be issued until the Office of State Traffic Administration certificate has been issued (per
CGS §14-311).
7. The building street number must be included on the final plan.
8. Pavement markings must be maintained in good condition throughout the site drives and parking areas.
9. All free-standing signs and/or building signs require the issuance of a sign permit before they are erected.
10. Special exception form shall go on file in the land records.
11. Final plans with approval letters shall be submitted in electronic format in addition to paper copies.
12. Engineering comments dated 1-24-25 shall be incorporated into the final plans.
13. Easements in favor of the Town of South Windsor over the property of N/F South Windsor Land Conservation Trust,
Inc. shall be granted, filed, and shown on the plans.
14. Property line layouts of all relevant parcels shall be verified and updated as needed on the final plans.
15. Additional grading information shall be added to the plans.
16.
17.
PLANNING BEPAHTMENT
HAND DELIVERED
January 31,2025
Molly Keays,Director
South Windsor Parks and Recreation Department
350 Foster Street
South Windsor,CT 06074
Dear Ms.Keays:
Re:Appl.25—01P Cross Town Trail Phase 1A
We are pleased to advise you that the Planning &Zoning Commission voted on January 28,
2025 to approve with modifications the above referenced application for a special exception to
Article 3.1.lA and a Site Plan of Development.
This approval is for Phase lA of the Cross Town Trail,including the installation of a bituminous
trail,boardwalk sections,associated grading and parking area,on property located at 765 Clark
Street,1556,1559,1560 Ellington Road,and 1407 Sullivan Avenue,RR zone,as shown on
plans prepared by Barton &Loguidice,Project No.3047—014,dated September 10,2024,as
revised January 22,2025.This approval is subject to the following modifications:
,,J.
U1
l.Prior to commencement of any site work,a meeting must be held with Town Staff.
2.No building permit will be issued until the final mylars have been filed in the Town Clerk’s
office.
This application is subject to the conditions of approval of the Inland Wetlands
Agency/Conservation Commission,including bonds to ensure compliance with the erosion
and sediment control measures posted by any contracted entities other than the Town of
South Windsor.Bond amounts shall be determined at the time of authorization.
An as—built plan is required prior to issuance of a Certificate of Compliance per Section 9.1 .3
of the Zoning Regulations.
All plans used in the field by the developer must bear the stamp and authorized signature of
the Town of South Windsor.
No building permits will be issued until the Office of State Traffic Administration certificate
has been issued (per CGS §14-3 1 1).
The building street number must be included on the final plan.Pavement markings must be maintained in good condition throughout the site drives and
parking areas.
A11 free—standing signs and/0r building signs require the issuance ofa sign permit before they
are erected.
10.Final plans with approval letters shall be submitted in electronic format in addition to papercoples.
ll
17
.Engineering comments dated 1—24—25 shall be incorporated into the final plans.Easements in favor of the Town of South Windsor over the property of N/F South Windsor
Land Conservation Trust,Inc.shall be granted,filed,and shown on the plans..Property line layouts of all relevant parcels shall be verified and updated as needed on the
final plans.
1540 SuHivan Avenue,Sauth Windsor.ET 06074 Tel (860)644—2511 Ext 2329 P|anning@SuuthWindsnr—ET.gov
14.Additional grading information shall be added to the plans.15.Conservation Commission comments dated 12-23—24 shall be considered into the
programming for the project.
Black and white transparent mylars of Sheets l through 4 with the above modifications,togetherwiththreeprintcopiesoftheentiresetofplans(including landscaping plans),must be submitted
to this Commission to be stamped and signed.The letters of approval of this Commission aswellastheInlandWetlandsAgency/Conservation Commission must be reproduced on themylars.
After the mylars have been signed by the Commission,they will be retumed to you for tiling intheOfficeoftheTownClerk.After filing these plans,a copy of the receipt must be submitted to
the Flaming Department.
The attached Special Exception form must be completed and filed in the Town Clerk’s office.
The special exception will take effect upon filing.
Sincerely,
KW 1%CM)
Kevin Foley,Vice Chairman
Planning and Zoning Commission
KF/js
cc:Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
I,Kevin Foley,Vice Chairman 0f the South Windsor Planning &Zoning Commission,hereby certify that on
January 28,2025,the Planning and Zoning Commission granted to the South Windsor Recreation Department a
Special Exception to Article 3.1.1A of the Zoning Regulations to allow Phase 1A of the Cross Town Trail,
including the installation of a bituminous trail,boardwalk sections,associated grading and parking area,on
property located at 765 Clark Street,1556,1559,1560 Ellington Road,and 1407 Sullivan Avenue,RR zone,as
shown on plans prepared by Barton &Loguidice,Project No.3047-014,dated September 10,2024,as revised
January 22,2025.
This approval is subject to the following conditions:
Prior to commencement of any site work,a meeting must be held with Town Staff.
.No building permit will be issued until the final mylars have been filed in the Town Clerk’s office.
.This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation
Commission,including bonds to ensure compliance with the erosion and sediment control measures postedbyanycontractedentitiesotherthantheTownofSouthWindsor.Bond amounts shall be determined at the
time of authorization.
An as-built plan is required prior to issuance of a Certificate of Compliance per Section 9.1 .3 of the Zoning
Regulations.
All plans used in the field by the developer must bear the stamp and authorized signature of the Town of
South Windsor.
No building permits will be issued until the Office of State Traffic Administration certificate has been
issued (per CGS §14-3 1 1).
The building street number must be included on the final plan.Pavement markings must be maintained in good condition throughout the site drives and parking areas.
A11 free-standing signs and/or building signs require the issuance of a sign permit before they are erected.
.Final plans with approval letters shall be submitted in electronic format in addition to paper copies.
.Engineering comments dated 1-24—25 shall be incorporated into the final plans..Easements in favor of the Town of South Windsor over the property of N/F South Windsor Land
Conservation Trust,Inc.shall be granted,filed,and shown on the plans..Property line layouts of all relevant parcels shall be verified and updated as needed on the final plans..Additional grading information shall be added to the plans..Conservation Commission comments dated 12—23—24 shall be considered into the programming for the
proi ect.
GIS PIN #20400765
Ali of that parcel of real pmpeny iocazed in the Town of South Windsm.Cmmty of
Hartford and Sta:e of Connecticut.being more pameulariy bound and described as
foi§ows:
NORTHERLY:Partialiy by iand naw or former§y 0f Kingman,parlialiy by land now or
formerly of Waldmn.partially by land now or fotmerly of Muir and partially
by land now or formerly of Gerich;
EASTERLY:Partially by land now or formerly of Kingman.partlaily by Clark Street and
partlaily by land now or formerly of 8rogard:
SOUTHERLY:Panially by land now or formerly of Brogard,partially by land now or
formeriy by Krieski ané partially by other land of {he Granlor (said
boundary running along an existing barbed wire fence):and
WESTERLY:Panlally by land now or formerly of Bockland,partially by land now or
formerly of Willard and partially by land now or formerly of Gerich.
OWNER OF RECORD:Town of South Windsor
GIS PIN #30301556
A cortatn piece or parcel of land designated as parcel to be conveyed by David B.
website:M shown on a map amulet!“Proporty of David B.wobntar Ellington Rand South
Rindsor coma.Scale I”a 60*Ear.i973‘Adrlitloos Hay 19%Potarson 8:lluffmam L.3..“,
said piece or parcel of land helng bounded and oescrlbud as followor
Commencing at a point;which point is 213.81 foot:northerly of one northerly Hm:
of Ellington Road and which point marks the ouurheastorly corner o£the heroin
conveyed parcel;thence northerly,19?.90 feet more or leso t'rra polnt in the
sout‘mrly Hoe of {and now or formerly oi “lorman P.Priest as shown on saidrmao;
thence wesaurly,805 {)0 feet;more or less along the southerly line of said land now
or formerly of Norman P.Priest to a point to the easterly line of land mm or
formerly of llanmny G.Bolarridge;thence the lino turns southerly at an intuit):
angle of N 3M along land now or formerly of llarmony 0.Bolstridgo and Martha Ea
Willisms.it!part by each,1%2 feet to a point:tbance at an interior angle of
88 48'in a line runmng eaaterly along the northern boundary of land now or formerly
oi the grantee herein,83!60 feet to the pain:and place of boglnolng.
OWNER OF RECORD:South Windsor Land Conservation Trust,Inc.
GIS PIN #30301559
Uomeneing at:a monument on the aouthside of “Ellington Road;
alao knawn as Semecucut Routa Ho.30,marking the northwa‘s‘t earner o
of Mary G.Nuir;running thencas 8 °12‘E 355.2 feet along 3am =
south line of Ellington Raad,alas known as €anna¢ticunmuteNm 3a;
ta a manument.replacing an iron pipg,which mungment marka the north--‘
east cQrner cf 1am}herein daacribed and the northwest earner oi‘i Kai'm
feetnow ar'farmerlyaleng said ofland John naw Barisewich;9r formerly runningcfhJahn thanceEor'isewich 3 Q“48hwtaia manumént3.89.74,_
replacing am iron pipe,whiah,monmnent marks the southweapccmer‘of ‘
aam land rm:ar farmerly cf Jahn Barisewicn;running thence aim-1g _
1”:_
lané herein dewribed and the nartheaat earner of lam}nower‘fomerly,
othar land naw or famarly of the Grantor the fallowing three mumea
and diatancea:N 88'5‘?‘w 63.3 feet m a manumant;theme s 26’;E1‘
W 239.2:feet ta a manument;thence‘s $36”21‘W 1Q1.?feet to a manu-
ment marking the aautheaat corner at the land herein dagcrmed am;the
southweht cc—rner of haid ather land cf the Grantor;running hhenca,}€.
to-a manument in a wire fence.marking the aanthweat-carner"of theglan ,
herein describe'd;running thence albng land now er formérly of.nary G.
muir phe following faur cauraea aha {:iatances:is:3g“61‘385.1;mgt
ta a manument in laaid wire fame;thence R El“.iég’EFT§.8 faet t0 a '
monument:in aaid wire fence;theme Ii aa’06‘iE 106$feet ta;a hugpe
pin in a 36 inch elm stump at the end 0f -aam’wire‘fange;thence H i?I
35‘E 2’43‘5 fagt ta a manumant:at the .poiat of beginning and being
boundeé:'‘''‘
'°55*w $0.3 feet.aiong 1am:new;3r famerly or Earl.Emgaw et al‘
:NORTH by Ellington 30m},aim;known 35'Cnnneatirkt
haixcéiiun.30;''‘.;.l
Eks'l'by 1&nd mu ar farmarly of Jahn mrisewich;
‘$611M mm ‘uSOUTEEAETbyathar 1am haw hr fumerly-hf the Grantor;v
semH man by 1am my a:hmmy qr‘Earl‘wgara gt.a1;_
mamm 13y 1am:now ar fax-marl}?pf tam-y m mm.
Jrha abwe hearinga ara’raf‘eéa’adfvtd'hha'ma naggsiah.
OWNER OF RECORD:Connecticut Light and Power Company
GIS PIN #30301560
Cammenoing at a monument an the norcherly highway lineatG¢nnect1cut State aighway Raute #30,also known as hikingtoh' aad,marking the aoutheaaterly corner af the lsna herain deaaribedandacornerofatherlandortheGrantor,which manumant ia locatedE39‘29’H 131.5 feet measurad along aaid highu&y 11 3 from'a G.£.D.monumant marking aaid highway iine;thence ccntinuing the foll9uingthreadescribednourseaan&diatancaa along aaié highway line'N 8§°29'N 259.0 feet,mare or less,£9 an iron gin;thence §B9929'w 63.5 feet,more or lssa,to a aopper pin on the aaaterly bankofthePodunkRiver;thanca N 89°2?‘W 5 £eot,mora or legs,to apaint¢n the miadle thread of said Padunk River,which pcint marksthascuthwesterlycornererthelanéhereindescribedandacornerorlandnoworformerlyafVirginiaM.Willard;thance follauingaaiémidalethreadnortheasterlyan&nartherly 5&0 feat,more orlegs,alang said land now or formeriy of Virginia M.Hillard analonglandneworformerlyorAn&rew L.Sarra,at a}.,egch inpart,ta a pain£,which §oint marks a cornar or the land h&reindasaribed,said land now or farmerly of Rndraw L.$arra,at $1.,and a earner af other land of tha Grantnr;thence the fellowingfourdescribedoauraaaanddiatancesalengsaidotherland 0f thaGranhor:N,2é°31*E 18 feat,more er 3933,to a copper pin ontheeasterly-bank gr said rodunk River;thence N 26°?1'&gh.5feet,more Gr 1935,ta a paint marking the Sauthweaterly sdge cf a50-f00t right cf way t¢be reserved;thenaa E 2&0 21‘E 50.1 feet,mare or 185a,ta a point marking the ner$huestariy edge o£aaid50—f00t right 5f w&y to be reaerved;thanca H;2é°21‘E 50.0 feet,mare or leaa,to a monument in a wire fonoa,which monument markathenorthwoaterlycornerofthelandhereindescribea,a ooraer o£said other land of tho Graotor,ano land new or formerly of aarmony G.Bolstridga;thence the following four &aaoribed aoursea and diatanaaaalong331dlandnoworformerlofqarmony0.Boldatr1d&e,algafollowing3inwirefame:$1'“29‘E ?§.2feet,more or lass,
to an iron pin;toenca S o7°29‘E 111.5 feet,mora or leas,to a
ooppar p£ng thenoa S 81°3Q‘E 19.3 feat,more or loan,to a copper
pin;thence S 66¢h§'E 9h‘7 feet.more or lean,to a monument,
whioh monument marks the northaaaterly cornar of land herein das*
oribaé,said land now or‘formorly of Harmony 0.$013tridgs and othar
land of tho Grantor;thenoa tne following thrae dssoribea oouraaa
and distances aiong said enhai land or the Grantor:s 9&6 21*w 5G.0
feet,more or leas,to a point marking tho northaaateriy corner of
said 50;foot right of way tn ba rassrved;nhanoa 3 36¢21‘w 50.1
feet,more or less,to a point marking the southeasterly oorner of
said 50-foot right of way to be reaorvad;thanca S 26”21‘W hh6.6
faet.more or less,to the monument an the point ano plans of baginning.
Bouhaen:
KGRTHERLY by land now or formarly of Earmony O.Eolstridga;EASThRLK by other land of tho Grantor;sonTnEnLY by Connecticut Stats Highway Route #30,also known oo Ellington Road;
ECBTgUESTERLY 5nd JESTERLY by land now or formerlyofVirgioioM.nillard;and
nGAIN wESTERLY by land now or formerly of Rndrew L.
Sarrn,at 31.,and by ooher land of
tho Grontor,each in part.
The above bearings are rerarreé to the Trua Mariaion.
OWNER OF RECORD:Connecticut Light and Power Company
GIS PIN #87301407
Baginning at a paint in the eastarly highway line of SnIHvan Avenue,$aid paint being thenortheasierly(tamer of the Farce!herein dascribeci and said paint beirig an iron pin;
theme N ?9°07‘02"W,ahmg progymy now 6r fonnmly af Lestar R.(3mm and Luciiic F.Gram,am grayerty now or farmerly auf RSKvKeIlca,Ina,part3};by each,in ail a {fismnge nf 333,57 feettaapaint;
thence N 13°33'E2"W,aiong property now or farmerly afR$K-K:Iica,km,a distance of474.10 feet ta a point;
thcnce N 1*?02*3 i "W,afong pwperty new 9r fonngr§y afRSKJ-ienw,1m.a distance of225.39 fsa’:ta an imn pipe;
thaws N ’?9"2T 18"W,alnng prepariy now or fanneriy of mg W'iiEiam I.Mangina RwacabieLiving’I‘mst,a distance of223.62 fect ta an imn pipe;
thaw—‘6 S 23 “03’4.6”W,aiang pmperty new at farmerly af'the Samh Wiwsar LandConscwatx'on Trust.Inc”;a diStanc-e af 302.3?feat m an irfan pin;
thence S ?6“21‘37’”E,akmg pmpetty rmw or fonmriy nf the Smith Windsor Lanci CanservatmnTrust,Inca a tiigtance of Mimi:”that to a paint:
thence S 7?‘43'53"E,aiong pmgcny now or formeriy of mg Samh Windsor Land CanswvationTrust,Ina,a distance DF259E5 fegt ta an irim pin;
thenca S 25‘4‘}SE3“W,alang pmpcrty naw a:formerly of tim Samh Windsar LandConxérvatianTmsi,Inc“a d£3mnc¢0f 311126 feat to an imn gxin;
thenct S 29'{1’9 m”W,aiang preperty now or fmnmiy ef'i‘he Knights of Cniumbus BuimingAssociationofScumWindwr,lac“a éist'ance $291 ,4:faet tn an imn pin;
Wm 3 II *25‘5?“W.mug pmerty naw ar famcrxy afme Knights amommbus Buiiding
Assoc£ation of Sauth Windmr,inc.a distanca of 3 I 6-53 feet ta an iron pin;
thaw:S 09"35’30"W,alang propeny naw 9r fonnmly afih¢Sauth Wiwsdr Land
Conservation Trust,Inc,a dismace (if 439.?6 feet ta an iron pin;
thencg S 31°3f?i6“E along propezty rmw or formerly of the Sauth Windsar Land Conservation
Trust,Em,and land 210w o'r fomerly ofleny W.Cahe,and !anci nuw ot formerly of Webster
Calm Associatcg partly by each,in ati a distanw of 1379.44 feet to an iron pin;
thence N l I ‘E2”53"E,aimg property now or formerly ofRichard S.Kekky,a distanw of 37J4
feet to ax:iron pin;
mama N 82‘59’R“E.aiong pram naw or farmeriy of Richard S.Kcuay,a tiimmze of $3.29
feet to an imn p§p¢;
thcnm N 12'26'3T"E,aiong graperty now at fmmeriy cf Emma!S.Keney,a distamx of 45.46
fm to an iron pm;
thcncg N 13‘34‘5U“E,aiang praperty mow or fnnmrly ofRimad S.Kgiley,a distance af
?&3.62 feet tn an irczm pin;
theme N 06‘01'50"E,alnng 33mm naw m fammfiy‘of Juhn CL Joimstaa,and progeny new
a:fame-rly cf Helen Kimmy,partly by each,in all a éistance Qf 123.3§fcc£ta a.point;
tiwnge N i2“27'04“B,alang pmpmy mm:at farmcrly at“Hahn Kjrmay,a dime:ef £5.94
feet i0 a point;
thaw N 16’00‘22"E,along pmperty now nr gmmrly afl-ielen Kimmy,a timance of m1 .52
feat tn a wint;
mam N 72‘3 I‘34"E,aEung pmperty haw at famegiy af Haw:Kama-3r,a :iisianca 0f 4733
fact m a paint;
thnnce N 79*06'55"E,aimg gmgeny now or foxmariy of Hem:Kinnex a tiistazme 0f 5?.59
{Eat t9 a mim in the.weaarly highway line a?Suliivm Avmus;
them N 16"4?5W W,siting th:westerly highway iine af Suklivan Avmue’a éistance of
461.1%feettu apaint;
thence N 15"23'09"W,akmg the wmtcrly highway Em:cf Sumvan Avenue,a distamc of amz
feet to a paint;
thsuce N 16“41't9“W,along me wesxedy highway Hm:af’Suilivan.Awmm a distansg af‘
332.98 fget t0 a.CED monumem;
them:N E5“3?46"W,aicmg the westéf-ly highway line of Sullhvan Avenue,a distance of
399.43 feet to an iron pipe,being the pain:anti piacc ofbeginniag,
OWNER OF RECORD:Town of South Windsor
Dated at South Windsor,Connecticut this 3lst day of January,2025.
In accordance with CGS Section 8-3dr(Mi‘<J’i}‘V-‘Yi/E/fi/UViceChairmari Kevih SFoley
Planning &Zoning Commission
Received for record this day of ,20 ,at
South Windsor,Connecticut ATTEST: