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SEE SHEET N0. 5
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SEE SHEET NO. '4 NOTES
• 28
L7
Q T¢UC��ON CO. MIN. LOT WIDTH IS 100 FT.
° coNs FNR05
NCNWI *000 _ N 730-07'-25"W ALL EASEMENTS TO BE CONVEYED TO THE TO'o",!N OF
� ggEC E .��pN 12o.79 SOUTH WINDSOR FROM LACAVA CONSTRUCTION CO.
�► S C _ $0.00 o
60 o BUILDINGS WILL BE PROHIBITED FROM THE
a ? ii .� cool In CONSERVATION EASEMENTS,ALSO GRADING AND
o �+`' o
� TREE REMOVAL EXCEPT THAT RELATED TO THE
�7,, � vi � w IMPLEMENTATION OF TH13 PLAN WILL BE PROH !81TED.
ems° ��� to
s y ado- N 0 3 w .M S 73°-07'-25"E - -- ! I.P TO BE SET BY THE DEVELOPERS ENGINEER AT
a
RYAS y0 N9�M2 ;a F t_ ,n U) ' 36.03 r
St"o 40' M "' uNi —� o ALL LOT CORNERS AND ANGLES, j
a CONSERVATION ND 50,6 2 `� °0,, to
DRAINAGE EASE NT 5 /y o 0 j
w z o `
I94.09' - ° O 1
B2B�J:F 74° - 22' 46„ y+ .e•--�171°"c��'-�F6 W
N zo` 14$.72
0o LLt to
� N O M '
84 S.F 23,
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S5,50
9>. , E`er '` v M N
BEECHWOOD 2g 40
f yc6y 00, 49
ARMS ..,r2� 4=R�S6 .00o L=216.4C>' 6�� t`Z°?� -4 Q
OPEN SP C E •` j1 3
ti 8. 25 A N Tr sa. P ,\9' �, �Ns Q �; - 3p'
o sso°_z�.� o LEGEND
F
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8p, S A. o _°� _` ;� a o ° IRON PIN FOUND
Q �15� 1 h t° OQ ni p \ rk Y,C3- o
2 � �� �6 �ti�6 �4, `74�`' �' p o° M ;`��-o Z w 0 MONUMENT FOUND
'���; ' ti� �`Q �A' cv f1r o o �' MONUMENT TO BE SET
N r_ t� / �9'0?'' p " o � eZ
\ v
o 2\ �F �- ,�o ,°` O _3 �- 0 BUILDING LINE-40' FRONT YARD
0 0, `, N I 30' REAR YARD
�L- o \ °.01k , `}°• \ '�� QQ oho° S ui co Z 2 !0 SlDE YARD
0 5,so ��� \ a`' 380'. to 0
__ EASEMENT LINE
Im
N 650- 9'-28" W
Z
2 x ry DRAINAGE ZD i / �`; ,�� o p O \ .� \ C?
,��Cr�� �• Q�� .i of ah o U
o �� .°��,ti o TABLE O F
.� O �y \ yeti ® � v COORDINATES
0 1 N 168 172.1 4? w N�o O 5 F' 0 , 42 E 194,715. 35
fT '� 15,666 S.F. a h°�a "- 1°° N Rr 964 \� Og8 / N I68, 151 . 44 E 195 ,030. 89
o o rzgo• 3 3 N 168 , 137. 19 E 195,061 . 15
=� � o,, gco
o a, Qs E 1 - 4 N 16 8 124. 28
o �o Q �: r, 0 2� \�/, o>; Q , E l95 ,06r3.5"/
� 2q10
�$°-200 <., �,° gay o M ( N 168, 100. 57 E 195 ,066. 38
p 6� 00 �00 2�' ��, O =36.63 �`,°a g / i r'r'- N 6 N 16$ , 127.22 E 195 , 129.75 a
�I °'BS'sY-28�sr F830 t,`' lji 0 N 168 , 143. 67 E I95 , 112 .67
��2'' o $ N 168 156. 57 E 195 , 107. 24
°g°; ° °F Qp 0 ,
-2T* p 69� O$ yo c� h ,
�Q. R=400.00 �, �,pos •N�o�° , /'P�'9 .io;r, 9Q N 1fi8,188. !fi E 195 , 118.22
5 T=66•61 Ds �� ,$,. O ,x C'� L� �oN !0 N 168, 451. 67 E 195 331.70
° �'9 e 0�M N 168, 466. 18 E 195, 283. 86
210,53 5„ L=132 0 gg �\ -('` ti,a, F „ „ " co
ib o ® N 168, 3 99. 63 E 195, 256.93
i8 D 23 00 0, ;
19 0 5 / �''s �� ti ® N 168, 411 . 05 E 195 234.69
O 20 0 45 7° .. J _
S65°-3T-25"E r' 21 R=a25 32313 v-0 0• �, u'o
N -
z° , 22 " D' _ 6 N 168 488. 5 i
P,C21t85 5-47°- 11 - 0` R;n�63 �. 'fi`� ° � �Oq•T 00 - , 8 E 195, 079.52
=4 0,0 ,A v�, a ou`�, R=50-56 Q(J o
T
SI,
42.06 S 6 °- 3T-25"E-� 2l0.5 _ °-08-33" =g.00 �''' �^ �D. i,6,,' 4°'10.1�` 1 `° N N 16$, 405. 67 E 195, 07$.29
3 41 4 q5' q�, A'5NoA0 V ? N 168, 405.!8 E 195 1 11 . 83
22a.00 a -
N
33.16' L=64.00' 5=12°-p5; �� �... Fs ¢= 31 35 _ ° '
450 �" S ro �q
A= 8°-08'-55" R(=a7.6s 280 N C�/y N 168, 349.49 E 195, !9I . $5
R=45o.00' \ ig 'S0; `� N 168, 328.97 E 195 177 7
5
l6 ,875 S.F. �� gss 3I N 168, 217. 97 E 194 , 735.99
• T=32.05' � � � ��
° Iid 10 sa o- 3 COORDINATES BASED ON M. D.C. DATUM_J M
W B E E C�, �I/OO D ARM !��______ _�___�_— \ _ \ N
ca
.TUDOR LL SECTION ]� Q SP CE P�� N °i ill ,� .
�a �aJ ` oso
d�' I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE
O - 76 AP R ES _ o o�•N J PREPARED 1N ACCORDANCE WITH THE STANDARDS OF A
w �°'- ti CLASSA=2SURVEYAS DEFINED IN THE CODE OF PRACTICE
Z �O o, I CO �^ �s� 1 °i FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS,
p a o- O �� 1 ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE
1 r 3� CONN LIGHT a POWER CO, CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
4 '� N /
_ (( 16,475 � � j� 3 '
r I A I. i P )r j 5 S. F. 1 { 19,433 S. F, 2 6 474 5 I - o
/ � / � �' I` T ► S. F. 30, 674 S.F. v (o
---� \ 0 L.r e S.
a °
TOWN CUM S OFFICE J
iAP NU. ...........«... -��_ 119. 25' `o a' s,l,ruirgfi _..,._
542. I3' 135.80, rn �,. ,aaa' �o�.c.� NF % �d� ?• ' L .67.Og' Jaay''t`PM �• O-��,•. � „ � °� �,�
N F -. ++.; .r c:e'nsu(ting engineers
177.27
53 -10 W 269.!0 : *ax I � '
i ' MANCHESTER , CprJF�! >rI. TICUT
LUUIS M. GAGNON � N /F N /F = III a,
RAYMOND E. a ' N /F PLOT PLAN
•�- EL1SE L ITALIEN
® � ®�oInvdo ELS1 E H. MARTIN E MILE 80URQUE N/F
A(V
N /F
i
HORTENSE B EAUPRE AAROAI' D U B•I TZ K Y l TAL N/F�
r � o" ! TINA ZOCCO %�.::.",°,d�.... B E ECH V 0�: D tF�%RMF
S sECT aN
"�`"�•+m�::.:�4�. /. a . : A � � R E V I S! �N W1 t
i'
. OOK DR., YQODHAVEN CIR. STONEHAVEN C1R., O?-N
I?s-'v I ti N D S E PIT. 1, 15 8 0 `Q:.I�.R g Y a� �•
SOUTH WINDSO� COINN
11o/I7/35 � ECT, CU_r
' �+/ 2 / � 6
{ v DATE E SCALE FIELD BK• DESIGNE CF{ECic I ,:rif t
ROJ. t.'0.
5/7/ 87 78-166-�`. 5-2 80 y I° . tl�' �.�. B _ , p. .. .1
- _ {{
3 I G M
NOTES:
` M I N. LOT WIDTH IS 100' FT.
N/F STELLA PETERSON 1"
ALL EASEMENTS TO BE CONVEYED TO THE TOWN OF '
SOUTH WIN DSOR FROM LACAVA CONSTRUCTION CO.
S 65 0-36'-04" E 237. 55' li
BUILDINGS WILL BE PROHIBITED FROM THE r
87 14 I5a.4! CONSERVATION EASEMENTS , ALSO GRADING AND '
M TREE REMOVAL EXCEPT THAT RELATED TO THE
$ , IMPLEMENTATION OF THIS PLAN WILL BE PROHIBITED. 3
J7 1• P• TO BE SET BY THE DEVELOPERS ENGINEER AT
16 ALL LOT CORNERS AND ANGLES -
o
16,635 S.F. N
17, 746 S.F
LACAVA CONSTRUCTION CO.
01)+
BEECHWOOD FARMS In
SECTION IL
�fl' yea 6\01g0
60
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k.
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a
38 S 65°-36`-p4"E 37 \ 0'T t0` uT
s\� TAT _
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u R T, 37.t 32.57 9 O ZZ \11 t" all,tK
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NOTE A �7En
0 'A'2 'Q "u�. 15 Uj Q
DRIVEWAY MUST NOT BE CONSTRUCTED o° 00, '� a� \,5 °Q Fs,, 4 5•� a
NORTH OF THIS LINE UNLESS QUARRY may. 0 -
COMPLETED TO PLEASANT ti �' / F �6t01 0
BROOK DRIVE IS �p _ 8 \ �
VALLEY HOMES SECTION. ` a
w t7
�aa o0, p Na: `� Av I1 �44 S 66.56
Fj�00 �% „ �! « �� U
O 00
It 3 t
o Q g 8t°"20 "09 a �
�O `
�t 0
. uti ti 30' I—
y �O r 2
` •• /S �� 5, 0 p a��
" 0' -f Apo a N«0 0 _
�• AN /60tt- 3 �� 0�'c popN_ —j
1 V .✓ N 8 o '- p Q p- Q_LN r r Z
ern_ to N to Z
�r, •� Nin TABLE OF COORDINATES
� 3
II N Ib8- 8 61 .7 0 E 195 ,49-0-.09
LACAVA CONSTRUCTION CO. ¢ 468.38
p �, M l�r --�
!2 N 166, 968.21 E 195 ,
BEECHWOOD FARMS m to o ST30- )7t-25«E o I
Ln 13 N 168, 994.23 E 195 , 487. 89
to
SECTION ]L � ''- •"`� �
ti —�� 14 N 169,016. 1 1 E 195 , 586. 08
�rQ 25, Cv 15 N 169, 0 10. 38 E 195, GI 1. 20
Q
07`- 0
�N T3ol45.005 `0 25 -: 16 N 169, 078.66 E 195, 601. 47
40' f 77 N 169,066. 78 E 195, 583.57
IB 40 N 169, 043.04 E 195, 477.02
. � b�
CD ;z 19 N 169, 058.31 E 195,448.31
��a o to ' \6 ni °D N 169, 222.00 E 195 ,292.94
OD
`` M GD ` co 2�1 N 169, 176.46 E 195, 272.28
1L) O N -N t1
a 0Lo
.yd o - �° ® N 168, B76.21 E 19 5, 408.25
�n a to SEE N E "A►� '
3. M E--- ►: N COORDINATES BASED ON M. D. C. DATUM
Z S 730 - 07 - N
F w x co
\� N 73o-D7-25"w 3 t 65 V Q 3
W o
cUNS m DRAINAGE ~a O o EASEMENT nj , w
N g00 5.F. N a ,-
kN,
y Z =9 NOTE
0-07 -25 0
t16p0' i° ► S73°'07`"25=E � ° �� S 11 , 12 AND 28 ARE NOT APPROVED BY THE
W M it OD _ � a I / INLAND WETLAND COMMISSION.
to
I
- Cu 4 b
Y ti N 1`1
u� f 4s r fi[ vi d
' 4A~
a ~ � �` 'z3 SEE NOTE "A" 0 1==
� � �4ate a �� Y 6
0�
�N _0 0 _ 4 w z N \ I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE
to o 4 z PREPARED IN ACCORDANCE WITH THE STANDARDS OF A
M m o z o a a CLASSA=2SURVEYAS DEFINED IN THE CODE OF PRACTICE
o r p w _ FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS,
o 3 ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE
�- CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. }
0 — 09
- cv
ui N l
N
SEE NOTE r- L.S.
FLOOD 1a 0 ` 0I00 YEAR 73 �ar 25 " v'
3
Ny \
420•79
F ,er K 73°-07 -25 W o 3J°. `v• '�
�j► ®I
2 /� *, lpA DNE�!�i�',. FU d![�� I �A I' e t f
BEECH WOOD FARMS o
Ffy�>� ° ? - consulting engineers
OPEN SPACE . s �m. Z��' -
�; MANCHESTER , CONNECTICUT q
E m r'* —il
PLOT PLAN
OOp Lti �t E � C I A L �
Q YEAR °_52 ^ �A o 136.63` =.`�a;�~o 9A,rao��0,,
40 a 730-07`"25 E --� ' 3 G�4 R-t,4 1. It S��'�,�` 11 L 10
EiIV CLERK s FI`ICE $ ��, +�....�....,.. E E C H W 0 0 ® FARMS
2 /
Fif'tAWER NO " SECTION I
/ IO Q REVISIONS
.........
_ kAAP NO. -. REVISED SEPT. 1, 1980 QUARRY BROOK OR. & BROOKHA\�EN LA. Y
a JUNE 21, 1965
~� - SEE SHEET NO. 3 B / 16/ 85 SOUTH WINDSOR , CONNECTICUT
ZL} I 0 /I7 / 85 -PROD. No. DATE SCALE FIELD Br<. DESIGNED? CHECKCR SHEET ► C) � .
AV 10/24/866 78'166-A 5-23-80 1"= 40` 217B G. B.M. W. D. O. 4 of 12
® � 5/ 7/ 87 L.J.G. '