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SITE
I LETTERS OF APPROVAL _
/ , 1
NORTH RR
HILL ROAD
BARBER
AA-30
:n I..Iwtvwr A_ Flan•.
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d >Is Itl.: Ap}+I1cnllnn 01720, We Wund:: tiubdlvlslnn / ! ¢ ° R
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iDF\ w AV NUE SOUI It WtNDfOR,CONN.(Ml(174 z •�- i5.0 SUtt IVAN AVENUE SOUSH WINDSUrt,CUNN.(11.(17A
1•,A0 SUtI.IV N C . _
agtA COU{ .2a3/baa_zSli 7. tit rur.l names and {alai Ions of fire hy.lranis arc subject In the approval
' I ,+�+�4..ii`- ^MCA CODE 203,baA.:y11 �'��
of tilt Firtr llarslrnl n[ the Tn(al of $null, l'InJsnr. Street namus; and .
y t•d
\ ;(upport trig posts shallI be Installed l"' ibr d+tvr l++po[ Sri conformance ..,
with the standards of the Town of South Wind s,+r, At I,,, expert (•s to the Tuwn, f:'Y;� k L
\ %lich ', 19fi7 y.
H. A liability insurance Policy shall be submitted to this Commission ;An ''e• \ P �Ck45 CH
February 24, 1967
the Town of ouch Windsor a:: an insurvJ, with a rnmbinvd :angle li:nit for Cl! � •�4 H�yNI £ Cq
L.t,renr.c A. Flan, bodtly injury and/or property damage in the amount of S1,000,000• •�
1'.O. lln7: 751 9Rp� •
Mr. Lawrence A. Flanu CLHTIFI£D Mill. 1LinchBLIx 7 CT 06040 9. A drainage assessment fee In the amount of $350.00 shall be ,:ubmttted to
Q P.O. flax 751 this cutcmisraan, y \ \
Q Manchester, Ct 06040 Dear Mr. Flan : to. A bond in the amount of $90,000 to insure completion of all subdivision In- �� x \
O provementa must be submitted prior to filing the final Plnns•
i Dear Mr. Fiano: RE: Application r11220, i:yle Wools Subdfvlslnn \
ll. This approval is subject to Lite conditions of Approval Of the inland Wet-•
RE: Application t439 -• Kylewoods Please be advised that the Planning and Zoning Commission voted on February lands Agency/Conservation Commission.
C La P C O. 24, 1987 to approve the above application for a 7-lat subdivision in tilt ��
At the February 9, 1987 meeting, the South Windsor Inland wetlands RH and A-30 zones, As shown on plans prepared by Meehan Associates dated l?. If. for any Engineer
call Bete grading and other site work Is not ensure
u•d,
Agency/Conservation Commission approved with conditions application 12/12186, file no. 86894, sheets I - 7. Tills approval is subject to the the Town Engineer shall determine chc amount m a cash bond ed ensure M7pE l
/ STONEFIELD TRAP L t<439, to construct a 7 lot residential subdivision to be located at following: final grading and slit work. rills cash bond mist be suhr..ltted prior ur p
the northwest quadrant of intersection at Ellington Road and Miller issuance of a Certificate of Occupancy. r)
Road. i. Tllc radius of the cut-de-sac on Scat. Circle will be increased to
55 feet. Driveways for Lots f and 3 must Ile located as far off the 11. Fanting sir drains will be required for each house. Prier to the building of
The following conditions must be adhered to for the permit to be cul-de-sac curve As possible to fa(.ilitate snow storage. any structure Et a lot, a topographic map, drawn ton scale of po 4tl', LOCATION M A P
� valid. shot! be submitted for each lot in the subdivision, showing proposed
i 2. The plane shall be modified as follows: contours, elevations and the location of [he footing drains. No building
1. Individual plot plans for each lot should be brought befor,_ permits will be issued until the proposed contours, floor elevations and -
TRAIL LOT 5 LOT 6 this commission, at which time bonding for each iww, .,iu .o Shoes Acreage of total parcel on the key map. location of footing drains have been approved by the Town Engineer. u 1600
established. The individual plans should show the h. Side yards should be 20 feet in the RR zone.
LOT 4 N/F N/F LOT 7 following: c. Building Ifne6 should s be coincident ulth CLdP right-of-way. 14. Drainage for this subdivision is subject to the approval of the Towtt Engineer..
N/F d. Key map should how abutting property owners. mmcncemrnt of site work, a meeting must be hold with Tuwtl Staff.
�.D LOT 2 LOT 5 OLIVERIO McOUADE DUNN a) the location of the 6" foundation drain with minita-31 e• Show sidewalks on typical roadway section. 15. Prior to co
�ONE��E Q N/F disturbance. p
]. All deeds for the read::, open sr.-Ice and casements, must b n
e submitted to 16. No building permits will he issued until all the conditions of approval have
V �♦ S LOT I > N/F POLA & ALOUISE b) sequence for seeding. this Co=ission prior to filing the final plans. They must be In accord- been complied with, and the final plans have been filed in the Office of the
N/F Z{EGRA 1\ ante with tilts Commission'r. policy for accepting deeds (attached) and must Town Clerk.
r+STONEFIELD+� n Ir \ e) some method of preserving the trees. be approver! by the Tow•n'% Engineering Department and Town Attorney. The
FELLER STONEFIELD `) Joedn far she roadr. mod +open npa,-, will 1,.- hrld it, rrer,w not I enmplet I— Hlevk and White tranapnrrot mylnrri of ihr• tit lr cheer (+Inn ,.... I t tvII 1 ;, 1, tu8et brt
LONGO "/F \
4 2. CDnst IUCtiOil aCCi Vl CieS Silo 11 be sUb]eCt LO the ap17COVdl f the nl.d lv {on an.l tlu•n ,.•te++r.l I., fin• h,wo r'onnciI lilt pi-I with two 1,lucpr lot Cnplca of the ent Ile r+.•t of plant., 1--tt ter !u+lmltlod lu t i ••
fit/ O ST. ONGE
J Commis.^.fort to be stamped and si{;nrd, This letter of approval an,! !WA/CC feller n
wa(t•r shall be snpl,l!(nl to this nutodivisia» by the Connecticut Water approval, must he reproduced on the plans. After the n.;:lars arc signed they will hr
of the Town Engineer.
A Company. returned to you and must he filed in the Towm Clerk's Office within 90 day!;-
Till
3• The application shall indemnify and hold harmless the Town Yours very truly,
F I A N0 O / �D of South Windsor against any liability which (night result S. All lots omit be cnnnected to the Sanitary sewer system, and are subject
i from the proposed operation or use. to the approval of Elie Water pollution Control Authority- INC 6 ZONING COKMISSIOR
3
/ 4. A blueprint copy of the approved maps with modifications 6. Street. lighting ::!tell he Installed in accordance with Lhc policy estnh- A
requested above crust be submitted to the InlandWetlands !!shed by the Town Manager (see attached). AAgency/Conservation Commission prior to commencement of any v oufae vans, Chairman
CC: Richard Martel, Town Engineer H.
f KYLE WOOD S ` site work. T. A. Baracb, Planning Director
\ T. D'Auria, Building Official
2 \ To M[. Lawrence Fianu E. Belleville, Assessor
A = 30..05 A RES
Ro: Mr.. Lawrence
-2- IWA/CC
�- WPCA
GO. 5. We recommend a bored in the amount of $5,000 be submitted to
e the Planning and Zoning Commission for the initial
construction phase, which will not include home building, to
O ciV ensure compliance with the conservation plan.
Q f� 6. The permit is valid for one year and shall expire on
February 9, 1988.
Very truly yours,
J
Z
Kevin F. Rennie, Chairman
Inland Wetlands Agency/
/L conservation
a Town ofSouthC on
.Indsor
Q
N / F E VA N S DLn
t / CC- A. R. Davies, Deputy Town Engineer
\ / Richard Martel, Town Engineer
F Marcia ilanacll, Director of Planning
/ Michael Gantick, Director of Public Works
Louise Evans, Chairman, PZC
Thomas D'Auria, nuilding Official
CTQ Len Morton, Engineer
+
t Q•.
,40
OQ
RT
040
LEGEND
4--- DIRECTION OF OVERLAND WATER FLOW NEIDERWERFER ROAD
0— DIRECTION OF SEWER FLOW
SOUTH ANDS® PIRKNING DEPTs
KEY MAP
SCALE l" = 200 ELL INGTON AND MILLER ROADS
SOUTHW1 NDSORCON NECTICUT
•
INDEX OF DRAWINGS
I OF 7 PLOT PLAN
2 OF 7 PLOT PLAN SUBDIVIDER : LAWRENCE A. FIANO
3 of 7 PLOT PLAN 13 EAST MIDDLE TURNPIKE
4 OF 7 TOPOGRAPHIC AND CONSERVATION PLAN MANCHESTER , CONK .
5 OF 7 TOPOGRAPHIC AND CONSERVATION PLAN
SURVEYORS : MEEHAN ASSOCIATES
6 OF 7 PLAN PROFILE 387 NORTH MAIN STREET
7 OF 7 NOTES AND DETAILS MANCHESTER , CON N.
ENGINEER : LEONARD J. NORTON , P.E.
13 EAST MIDDLE TURNPIKE -
MANCHESTER , CONN .
- ,
'_1
S 36°- 311- 12" W
=r$ ��._.� • � ter•""re ��� �� �, i N �o �,�
TO 01
5_C1 B.L. tcr�``U'
`~ (, 50` B.L.
O
/ o N / AREA
.
r o ..1 / O, 44926 . 00 S. F.
1.4
� cv 00eKENNETH KATHLEEN LONGO
m o
o t� F
�+
AREA rr) p,
N
87680.44 S.F. :o
- 2.01 AC. a moo-
�--- to p 3 l'o'A 6 AREA
` \� 2�
Q
�� N 61760.59 S.F OS
o,
AREA r' p, 1.42 AC.
O �
2 M;� 48680.39 S.F. < -< d O
Q co �� 1. 12 AC.
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/ 00'. ' / �O S' 00
001� J o o` /� `oo \ \�h ryo
11,00,
O/.
O (DQ� �V
r� .s LOT 1
� 3 AREA S0' s, � " STONEFIELD "
769724.70 S.F.
17.6 7 AC.
a �J
J � /
C15 2° \
CL
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9
\01 O �`�� L 0 T 2 Q� REFERENCE MADE TO FOLLOWING MAPS:
CO 1 . SUBDIVISION PLAN STONEFIELD TOWN OF SOUTH
WINDSOR, CONN. , GARDNER 7 PETERSON ASSOCIATES,
576 OLD POST ROAD, TOLLAND, CONNECTICUT,
000000' PROFESSIONAL ENGINEERS-LAND SURVEYORS REV.
1-12-85, BY: MLT SCALE 1" = 40' DATE; 7-28-84
MAP NO. 6857, SHEETS .1-7 OF, 7;
/ 2. SANITARY SEWER CONSTRUCTION DART HILL AREA;-.SOUTH
WINDSOR, CONNECTICUT ELLINGTON ROAD STA. 0t00 TO
D CONSUL-TINGJEN INEERSIANDSLANDSTES PLANANERS, INC.
FARMINGTON, CONNECTICUT DRAWING NO. 8-J 7 9-J,
/ LOT 3 BY- K.D. APP. J.L. , DATE 9-12-7 3 SCALE; AS NOTED
COMM. NO. 208. 7J
3. PROPERTY OF KATHERINE M. KELLEY, ANNE M. DORAN &
JAMES B. MCGRATH ELLINGTON AND MILLER ROADS-SOUTH
/ WINDSOR, . CONN. SCALE 1" - 100' MAR. 27, 1961
HAYDEEN L. GRISWOLD,' C.E. DEGREE PF ACCURACY A-2;
/ 5'C NOTES
1 . TOTAL NUMBER OF LOTS 7.
4. LOCATION OF RIGHT OF WAY OF THE CONNECTICUT LIGHT
=
& POWER COMPANY ACROSS THE PROPERTY OF JOHN-
SHUTERAN AND OTHERS TOWN OF SOUTH WINDSOR
2. IRON RODS TO BE SET AT ALL LOT CORNERS. COUNTY OF HARTFORD: STATE OF CONNECTICUT SCALE
�/ LOT 4 3 . MONUMENTS TO BE SET AT ALL POINTS OF CURVATURE AND TANGENCY ON - 1" = 200' DULY 1954;
SEAN CIRCLE AND AT THE INTERSECTION OF MILLER AND ELLINGTON 5. LOCATION OF RIGHTOF WAY OF THE CONNECTICUT LIGHT
NOTE :
ROADS. & POWER COMPANY ACROSS THE PROPERTY OF WILLIAM
'
4. TOTAL AREA OF PARCEL = 1 SHUTERAN TOWN OF SOUTH WINDSOR: COUNTY OF
CONSERVATION EASEMENT ON ALL WETLAND AREAS. THESE AREAS , 308,796.36 SQUARE FEET: 30.05 ACRES. HARTFORD: STATE OF CONNECTICUT SCALE I" = 200'
SHALL REMAIN NATURAL AND UNDISTURBED EXCEPT AN AREA NOT MARCH 1974;
MORE THAN 25' WIDE FOR EACH LOT FOR CONSTRUCTION OF 5. LOT WIDTHS AT BUILDING LINE MEETS TOWN OF SOUTH WINDSOR
FOOTINGS, FOUNDATION AND CURTAIN DRAINS AS NECESSARY. REGULATIONS. 6. LOCATION OF RIGHT OF WAY OF THE CONNECTICUT LIGHT
L 0 T 5 CURVE DATA TABLE & POWER COMPANY ACROSS THE PROPERTY OF ROY F. &
6. ALL LOTS ARE 1N RR ZONE, EXCEPT THE NORTHERLY PORTION OF LOT 4, ALICE G. DONLON TOWN OF SOUTH WINDSOR: COUNTY OF
" WHICH IS LOCATED IN A-30 ZONE. HARTFORD: STATE OF CONNECTICUT , SCALE 1" = 200'.
APRIL 1974
LOT 6
7. HORIZONTAL AND VERTICAL CONTROL BASED ON MDC DATUM.
R = 25.00' ,
T = 12.01' ` f 8. NO WETLANDS ON PARCEL EXCEPT AS NOTED ON PLAN.
L = 22.39 _
9. NO DRIVEWAY CURB CUTS SHALL BE PERMITTED ONTO ELLINGTON RD. 0 80 160
LOT 7 CV # 2 0 =• s7°--20'-36" -
R = 55. 00'
T = 52.51 = '
40 120 200
a c ppuuismrNe,", ®AWAIL� L3J, AN i i��
L = 83.84' NO CERTIFICATION IS EXPRESSED OR IMPLIED BY THIS MAP UNLESS ,�.o`'`��OF CQNNFC� ,,
o „ IT BEARS THE IMPRESSION TYPE SEAL AND ORIGINAL SIGNATURE �� p MFF. .
LEGEND CV # 3 � = loo _Is _03
OF THE SURVEYOR/ENGINEER WHOSE NAME AND REGISTRATION r �q.: ® Consulting Engineers- Si
NUMBER APPEAR BELOW. :� ,� �:
R 55.00 "f .. 387 North Main Street • Mr
® = EXISTING MERESTONE T = 65.86' �*
® = EXISTING IRON PIN
5/8 IRON ROD TO BE SET C V # 4 95°-01`-28" No.i�a�p PLAN PREPARED
p
L = 96.25' I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF THAT THI., MAP '0,
= PROPOSED MERESTONE AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF �l/CENs �
,A CLASS �'9NpSURv�y� L'AWRENCE A. F
O = " = A- SURVEY2 SURVEY AS DEFINED IN THE CODE OF PRACTICE FOR STANDARDS!-COF-ACCUR-
R = 55. 00' ACY OF SURVEYS AND NIAPS, A ED DECEMBER 10, 1975, AS ANIi='iv_DSD 43Y THE KYLE WOr
T = 60.05' 1 HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF CONNECTICUT ASSOCIATION OI LA D URV .YORS, INC. - REVISIONS ELLINGTON ROAD
L = 91.22' THAT THE PREMISES SHOWN ON THE PLOT PLAN ARE NOT DATE APPROVED
CV 4# 5 Z = 51`-19'-04" LOCATED WITHIN A FLOOD HAZARD AREA AS SHOWN ON . 2- 5 - 87 PLOT
H
DEVELOPMENT HUD FEDERAL INSURANCE ADMINISTRATION IGHARD EEAN L.L.S. 12330
R = 25. 00' MAP COMM. NO. 090036 PANES_ NO. 0002E
T - 12.01` _
L = 22.39,
SCALE I " = 4 0 ' DRN. R. E .D.
o DATE 12' 12 - 86 TRD. A. V. H. 86
1R - i7gz
/
'vo (D
pp
0
; S E A N�
�.% l QG
CIRCLE
~
tK lot
4 N
o � � a
CO p o�
do,
AREA �
6 p'
`03? 61760.59 S.F.
L" 1.42 AC.
24 TOTAL, AREA N
46. o,. f 17$r
44926.00 S.F. N,c 1 \
a 1.03 AC. \
N / F LONGO ch
1
-4 Np
/ �
1�)'
s r�
'N % ,`L So ..r 196.84 l
lk� i i to / E 03
s 0� 0 N3
3° A0 " 4 r. � —i`` 507.94' 31I.I0 ti
Q
WETL ,S" LIMITS p
i gro /
J
w
LAWRENCE A. FI ANO ID 50' B.L.
AREA 0
42240.45 S.F. 00 N 0' gam. o cs5
0.97 AC. 1 _cd CL 4L
/ \ N _ -'
/ _ ® Oy
/ / L0
1
1. ®
110
N / %%y1
.ro41'
4 /0 D%
2
• AREA �
1 r N 330- 12'-26" E 261.00'
0 , 187025.70 S.F. J
0
c LOTS 5 , 6, & 74.29 00
4.29 AC.
cD ® \`t 14 2.9' — R = 50.00' /
,. FL _ -- T = 62.68
Z 9 ... N 33°- 12'- 26" E °- ' y = 224.41'
�=77 d9 -37
.b % Oa A= 32°-09 -27 —� R = 40.00' #000 87 �'
d��` R =75.00 T= 31.91'
® G T =21.62' L = 53,87'
L= 42.09' 8T Sr
q
'bg
N AREA 3 /
co
to AREA It O
m 76153.85 S.F _
65632.96 S.F co 1.75 AC.1. 51 AC. LO ti / 2 9 2�` /
z (D t �$�- N / F EVANS
r � a
z o
� z 5
t 00000
N
N
� r r � 00000
r Y
"pto 0 Ui-0cri to '
N N O p
50' B.L. 50`B.L. N N 175.00' na
5 0 B. L. 000001,
® "Name ®i
U= 78° -46' - 50"
R = 25. 00` _
T = 20.5 3'
L= 34,37' 0 80 i60
163.34 175. 00 97. 86
S 330 - 12'- 26 W _... 120 200
N 181434.3277 S 209 625. 8831 ` "''«.,,,
„ntin..NN p ® ® MEEHAN .AS`
E 209386. 9900 E L L I N G T O N R O A D ''� E�T��G, �.�►
� : rIO Consulting Engineers—C
NO CERTIFICATION IS EXPRESSED OR IMPLIED BY THIS MAP UNLESS = 'I ®IT
IT BEARS THE IMPRESSION TYPE SEAL AND ORIGINAL SIGNATURE �... 387 North Main Street * M
OF THE SURVEYOR/ENGINEER WHOSE NAME AND REGISTRATIONi'"
NUMBER APPEAR BELOW, ti No. 12330 r PLAN PREPARED
LEGEND BELIEF THAT � •`• �' • o LAWRENCE A.
{ H
* EXISTING UNA SURD KYLE W
IRON PIN
CERTIFY TO THE BEST OF MY KNO�IILEDGE AND BELIEF THIS MAP �
AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDSIO .-A-C'.LASS } REVISIONS
O IRON ROD TO BE SET A-2 SURVEY AS DEFINED IN THE CODE OF PRACTICE FOR STANDARDS O :ACCUR- ELLINGTON ROAD
EXISTING ACY OF SURVEYS AND MAPS, A ED DECEMBER 10, 1975, AS AMENDED---BY THE DATE APPROVED
TO
■
* XI ST ING MERESTONE BE SET CONNECTICUT ASSOCIATION 01= LAN URV ORS, INC. 2- 5-87 PLOT
_ _ •
ICHARD wIEEHAN L.L.S. 12330 -
SCALE 1 " = 4 0 ' DRN. R . E. D.
DATE 12- 12 - 8 6 TRD. A . V. H.
MDC GRID NORTH
- N / F EVANS
N ! F EVANS
--
20` S.Y.
%
° ' do 2 6� �— !A N D �O
6 a•
WETLANDS
LIMITS ( )
1
I �O
DICK
� I
z c
N / F °°
CLPCO
C w 0
0 0
w � �
o
m O 0.
GP
AREA �<
87680.44 S.F.
2.01 AC.
y
sr�o S��s
s.
I
AREA c'b,
s}
GO' 769724.70 S.F. 4
17.67 AC. Z j
G 4j. �-
3
r
o S EAM
so CIRCLE
ct
s� 0' m
/ titi
A
S` /
F `
#
N / F CL P aCO. / CV 5 30
z
o0
in ao
N 183365. 4374 i0
E 208925.4587 20 S.Y. - !�
\_ Z20' s.y. -
CA
r — —
-A
1075.76' __
"� N 01 ' " 48 - 29 W 0 80 160 m
40 120
"E"zp'NIVF`
��. 0�; "y- ®® MEEI�AN ASS
LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 �Q.,� 'MEFy�`'�`s ®Afi®
WrM Consulting Engineers—Sur
CURVE DATA TABLE ®�®
NO CERTIFICATION IS EXPRESSED OR IMPLIED BY THIS MAP UNLESS *' � z 387 North Maul Street Mar
LEGEND C V# 4 0 = 95°-0 I`-2g" IT BEARS THE IMPRESSION TYPE SEAL AND ORIGINAL SIGNATURE No. 12330
OF THE SURVEYOR/ENGINEER WHOSE NAME AND REGISTRATION ,�%4/c 4sE y�Q PLAN PREPARED
EXISTING MERESTONE R = 55.00 1 I
T = 60.05 „ „ NUMBER APPEAR BELOW. Na SURV� L A W R E NC E A F
STONE F I ELD E] PROPOSED WOO
PROPOSED MERESTONE L = 91.22
Q 5/8 " IRON ROD TO BE SET CV# 5 a =5l°- i9`-04" I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF _THAT_j'HIS MAP REVISIONS
AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS UF_A GLASS ELLINGTON ROAD
R = 25.00 A--2 SURVEY AS DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF"-ACCUR- DATE APPROVED
T = 12 .01` ACY OF SURVEYS AND MAPS, AD TED DECEMBER 10, 1975, AS AMF NDEv BY THE 2- 5 - 87 PLOT F
L = 22.39' CONNECTICUT ASSOCIATION OF _AINC.
SCALE I = 4 0` DRN. R. E . D.
NRICHARO MEEHAN L.L.S. 12330 DATE 12- 12 - 86 TRD. A. V. H.
18 - 76