HomeMy WebLinkAbout98-69P_TOPOGRAPHIC PROPERTY SURVEY PROPERTY OF JOHN R. NIELSEN & SONS, INC._CHAPEL ROADAREA MAP
SCALE: 1 "= 1000'
RIGHTS FOR CONSTRUCTION OF RAILROAD SIDING TRACK
(SEE VOL. 50, PG. 189)
DRAINAGE CONDITIONS AND AGREEMENT
TO MAINTAIN FENCES (SEE VOL. 49, PG. 132) N/F
S 74 28 30 E EVE C. HALLER, TRUSTEE
,
gv\L��NG
o\NG
30.00
BITUMINOUS
N 15'31'30" E
T
�I
N/F
24.23'
-
6
I
, �Np�s
1 o \
g�A
CONNRAIL
1•P•
I
GRAVEL \
62.6
---
�J 1,�OE
29
\
- - - - -- - - - ----
L ----
---------------I
\
N1 53
Ff�fl
BITUMINOUS
i
TO BE SET I
\
I.P. TO BE SET
52.5x� i
F I:P. -
FN "
--
I
N 38'39'30" E
GRAVELL FND
, » - - _.__
� - - - -
�6.2
\
i \
SNET
1463
x63.6
- -
62.2 ----
�
WOOD POSTS
-
__ _. _. _(�-�'4-4�1-
, -. --
- 326. l'2" _- _
--�)Tx3
-_ _
-
- -- - - - - - - -
215.50
I \
- _
_
RAILROAD SIDING N
62xs� - -_ ._
10' S.Y.
N 74'28'30"
W 6 '
S.19
'
30.00'
LP.1 x
- WELL 123.00' _
-
- -
3.8
_ -- 63.2
62x8
x8
I.P. TO BE SET
62.
FND i
S 3$'S5 35 _ -
W
-
-I. P.
o
167.6'
3?S
N
I
\
I
N 73'48'35" W
30.00 '
,- ---- - -
10'
„ �` �. `
�'3� 62 9 �=
FND o.
N
AlbE'
1 _ A-
66.8
CONCRETE
/ DEADMAN
1
N/F FND
SAN. MH RONALD FRIEDMAN
TF=64.49
DMH FL=55.06
TF=65.00
i Rj
i
\ CB \
\ TF=63.58 CB
\FL=59.28 TF=63.51
FL=58.88 FL=59.41
1\
15"RCP
DMH
TF=64.57
FL=49.07
FL=58.57xy
^ \ I.P.
FND �V
\ MONITORING
\ � 65.3 WELL \
L=1.44' �� rr
02' \ �
N 22 <i
RAILROAD Z43•�4 \ O
SPIKE �� \ NET
\,3117
FOUND �S 0=03'37'35" #
I.P. TO BE SET o° L=98.79' \ 31
�° Q
CB
\ =66.29
FL 62.89
DETAIL
SCALE 1 "=4' /
\ N
VCB\\�
TF 66.86
FL=62.66
FL=62.56 I. TO BE
DMH
TF= 67.58
FL=49.88 \\
FL=62.28
LEGAL DESCRIPTION OF #260 CHAPEL ROAD 0=03'37'35"
R=1560.88'
Beginning at a point in the northerly street line of Chapel Road, which point is the southeasterly L=98.79
corner of property herein described; CH=98.78'
th • th t 1 d• t f II t th I ft h df CHB=N89'28 54 W
ence running in ewes er y irec ion o owing
thousand five hundred sixty and eighty-eight one -hundredths
a curve o e e avng a ra pus o one
(1560.88) feet a distance of ninety-
eight and seventy-nine one -hundredths
(98.79) feet to a point;
thence running North 22'02'15" East
a
distance
of
two hundred forty-three and fourteen one -
hundredths (243.14) feet to a point;
thence running North 76'21'15" West
a
distance
of
two hundred forty-five and forty-four one -
hundredths (245.44) feet to a point;
thence running South 38'55'35" West
a
distance
of
one hundred twenty-three and no one -
hundredths (123.00) feet to a point;
thence running North 73'48'35" West
a
distance
of
five and nineteen one -hundredths (5.19)
feet to a point;
thence running North 74'28'30" West
a
distance
of
thirty and no one -hundredths (30.00) feet
to a point;
thence running North 15'31 30 East
a
distance
of
fifty-three and twenty-nine one -hundredths
(53.29) feet to a point;
thence running South 74'28'30" East
a
distance
of
thirty and no one -hundredths (30.00) feet
to a point;
thence running North 15'31'30" East
a
distance
of
twenty-four and twenty-three one -hundredths
(24.23) feet to a point;
thence running North 38'39'30" East
a
distance
of
three hundred twenty-six and seventy-two
one hundredths (326.72) feet to a point;
thence running North 34'44'30" East
a
distance
of
two hundred fifteen and fifty one -hundredths
(215.50) feet to a point;
thence running South 64'59'00" East
a
distance
of
three hundred seventy-five and no one -
hundredths (375.00) feet to a point;
thence running South 33'42'45" West
a
distance
of
six hundred forty-seven and eight one -
hundredths (647.08) feet to the point and
place of
beginning.
LEGAL DESCRIPTION OF #248
CHAPEL ROAD
Beginning at a point in the northerly street
line
of
Chapel Road,
which point id the southeasterly
corner of property herein described;
thence running in the westerly direction
following
a
curve to the
left having a radius of one
thousand five hundred sixty and eighty-eight one -hundredths
(1560.88) feet a distance of one and
forty-four one -hundredths (1.44) feet to
a point;
thence runnina South 88'39'08" West a
distance
of
one hundred
thirty-four and six one -
hundredths (134.06) feet to a point;
thence running North 11'24'20" East a
distance
of
one hundred
five and forty-five one -
hundredths (105.45) feet to a point;
thence running North 73'48'35" West a
distance
of
one hundred
four and fifty-four one -
hundredths (104.54) feet to a point,
thence running North 15'31'30" East a
distance
of
fifty-three and twenty-nine one -hundredths
(53.29) feet to a point;
thence running North 73'48'35" West a
distance
of
twenty-four
and eighty-one one -hundredths
(24.81) feet to a point;
thence running North 38'55'35" East a
distance
of
one hundred
twenty-three and no one -
hundredths (123.00) feet to a point;
thence running South 76*21'15" East a
distance
of
two hundred
forty-five and forty-four
one -hundredths (245.44) feet to a point;
thence running South 22'02'15" West a
distance
of
two hundred
forty-three and fourteen
one -hundredths (243.14) feet to the point and place
of beginning.
N 153 29 PONC. #260 I I �\ �i WALL
r
S APPROXIMATE LO ATION I PAD I ^ 2 STORY CONCRETE BLOCK ;�
63.6 �p 66.8 I 64.6 r,
OF LEACHING FIEL J c6 FF- 67.2 � I I \ 61 _
JOHN R. NIELSEN & SONS, INC. RAVELT I i so.9 I-
2 MO ITORING 66x8 � I I
WEL 0 89.4' I STORAGE
o- WELL x67.2 \TRAILER
APPROXIMATE LOCATI N It UP o
�pOF SEPTIC TANK \ I 1ri COVERED LOtADINGo I
cv NT 6.5 _ _DOCKN 31.1'
47.1' IjIPE 63.7
68.8 x oy 66.g , 66.4 62.6x 63.4
n UNDERGROUND / / I
68.9 GgTf 66.7 r ��i FUEL TANK
65.0 x -� - x63.8
MONITORING 6: x
0 WELL c5` �� 6.7 i DIESEL
�- ` PUMP
FND 67. ,p5p FF=69.2 sv1 ��y 68.4 J`. �_ -- - / /�
,�. c' UNDERGROUND _ \ / / ( / ) LP c31
„ 9 #248 �� PROPANE TANK
?� 68.5 1 STORY 1d x692
5 CONCRETE 2 uGt1T POL�
- c� 1 • x FF=69.4 ..P Bi T UMINUUS PAVEMtN T
�o 1 BLOCK 2 17s o
AREA: o. 1 . __ - �� I �� N \�-
w �5 / LIGHT POLE -_ _ o -'
56,106 S.F. �6� a FF=69.8 1CL&P - _ 67.5x
1.288 AC. 1�• .5
68.9 c02 69.0 "0 66 2 ��o��N� o
\ \
°+ 65.1 �N 69.6 MONIITO G)69.3
\ 1 WELD ` GRAVEL ' `�\o
0 LNG AREA: _
o / \ \
�y. MONITORING B9•1
WELL 204,446 S.F.
�
NpU5 ��
&P 4.693 AC. \ \
=0'03' 22574 \ \ 69.6
R=1560.88'
-1.44'
67.7 o
CL&P RPVEL OR 7� \ I
\ /� \ \ I
� �\9 i � CONCRETE
( DEADMAN o �->p"-
WALL 70.6 I \
SET ` 6 7 �' o I
ro
WOOD - 00 _ _ x70.6ST
I
� -� / � r y .;
yAo \ / x70.8 _ . x71.0 10' S.Y. _
po SNET o CHAIN LINK FENCE
\\ f, 5239 P �N.) _ J 11 - 647.08
` 6�� - - - S 33'42'45" W 26688
\\ �9ti C, 71.
\ °k M.S. \ FOUND &P
26686
�Qs o. i
SNET
4' CONCRETE SIDEWALK \� \ #3118
POINT OF BEGINNING \\
9y�
9�
WG
W o SAN. MH
WG TF=72.74
IENCHMARK FL=59.46
:HISEL CROSS IN
IORTH BOLT HYDr\\
L=75.173 \ �,
• c�
s
CB
TF=73.06 y
FL=51.46
ZONING REQUIREMENTS
REQUIRED
#248
#260
PROVIDED
PROVIDED
MIN. LOT AREA
20,000 S.F.
56,106 S.F.
204,446 S.F.
MIN. LOT FRONTAGE
100'
135.5'
107.2'
MIN. LOT DEPTH
150'
240.54'
639.64'
MIN. FRONT YARD
35'
93.2'
N/A
MIN. REAR YARD
25'
35.1'
243.1'
MIN. SIDE YARD
10'
19.9,
29.7'
TO MY KNOWLEDGE AND BELIEF THIS MAP IS
SUBSTANTIALLY CORRECT AS NOTED HEREON.
By
JOHN H. MILLER, P.E., L.S.
LIC. NO. 4142
CL&P
26687
N/F
USI LIMITED PARTNERSHIP
NOTES:
1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH
SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF
CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS
IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT
ASSOCIATION OF LAND SURVEYORS, INC. ON SEPT. 26, 1996. THIS IS
A PROPERTY SURVEY BASED ON A DEPENDENT RE -SURVEY CONFORMING TO
HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2
AND IS INTENDED TO DEPICT THE POSITION OF BOUNDARIES WITH RESPECT
TO LOCATIONS OF ALL BOUNDARY MONUMENTATION; APPARENT IMPROVEMENTS
AND FEATURES; RECORD EASEMENTS AND VISIBLE EVIDENCE OF THE USE OF
THEREOF; RECORD AND APPARENT MEANS OF INGRESS AND EGRESS;
LINES OF OCCUPATION AND DEED RESTRICTIONS PERTAINING TO THE
LOCATION OF BUILDING OR OTHER IMPROVEMENTS.
2. THIS SURVEY IS NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL.
3. PROPERTY IS LOCATED IN ZONE C (AREAS OF MINIMAL FLOODING) PER
FE:MA/FIRM COMMUNITT-PANEL NUMBERS 090036-0007 B AND 090036-0009 B
EFFECTIVE DATE: MAY 1, 1980.
SCALE IN FEET
40 0 20 40 80 120
MAP REFERENCE:
v
I.P.
FND
N/F
ANTHONY BOTTICELLO
1."PROPERTY SURVEYED FOR JOHN R. NIELSEN & SONS, INC.
CHAPEL ROAD, SOUTH WINDSOR, CONN., SCALE: 1 "= 40',
NOVEMBER, 1968, LAST REVISION SEPTEMBER 1968" BY
MELVIN C. STEAD, SR.
2."TOWN OF SOUTH WINDSOR, MAP SHOWING LAND ACQUIRED
x 1//, FROM J. R. NIELSEN & SONS, INC. BY THE STATE OF
i 4.� CONNECTICUT, RECONSTRUCTION OF CHAPEL ROAD, SCALE
is 1 "=40', OCTOBER 1987, ROBERT W. GUBALA, TRANSPORTATION
CHIEF ENGINEER -BUREAU OF HIGHWAYS" TOWN NO. 132,
y g PROJECT NO. 132-89, SERIAL NO. 4, SHEET 1 OF 1.
3."SANITARY SEWER CONSTRUCTION' AVERY HEIGHTS AREA,
,; t i,F, 1.f SOUTH WINDSOR, CONNECTICUT, DATE 5-3-71 " BY JAMES S.
+` `%Wj „.,;., `v•.-" � MINGES &ASSOCIATES, INC.
vil"I/b
The location of the underground utilities shown
.•� on this plan have been obtained from the best
available sources. The actual location of these
APPLICANT/OWNER:
JOHN R. NIELSEN & SONS, INC.
260 CHAPEL ROAD
SOUTH WINDSOR, CONNECTICUT 06074
2
10/29/98
ADDITIONAL TOPO ADDED
1
8/14/98
REVISED DATUM
No.
Date
Description
Revisions
utilities should be verified in the field by the
_ 1. _ _ _ 1 _ . _ There
_ L _ _ L L _ utilities
l • 1 •1 • _ _ _ 1 shown
_ _
contractor. i here may be other utilities not shown
on these plans. Any damage made to existing
utilities by the contractor shall be the sole
responsibility of the contractor.
» A C` I C% of
HJ I J
Compiled e.'r
P.C. Check
Designed ----�
Drawn e.T.3.
C h e c k e
Scale 1 "= 40'
Date 11/3/98
Sheet
1
Of
3
Job No.
File No.
W
AREA MAP
SCALE: 1 "= 1000'
LEGAL DESCRIPTION OF #260 CHAPEL ROAD
SAN. MH
TF=64.49
RIGHTS FOR CONSTRUCTION OF RAILROAD SIDING TRACK
(SEE VOL. 50, PG. 189)
DRAINAGE CONDITIONS AND AGREEMENT
TO MAINTAIN FENCES (SEE VOL. 49, PG. 132) N/F E g�\�0\\AG
S 74'28'30" E EVE C. HAILER, TRUSTEE EX`S�\NG
30.00'BITUMINOUS s
N 15'31 '30" E m
N /F 24.23' ` In ` uA\Ncos
CONNRAIL 1•P• __ I GRAVEL
r� FND
2.6--------------=i --- �
I.P. TO BE SET \ I.P.
FND. BITUMINOUS I / - - - -
62.5x,, t r I.P. GRAVEL
,.. - _FND \
N 38'39'30" E 326.72' y�'�4�_ F- - - - - �s .2 �\
I.P. TO BE SET FNI? -- _ ._ _ _ __ ,_ _
SNET x - 36.98' WOOD POSTS "1 ~ _
289�4� - - - =-_ _ I \
# 1463 62.2 62x5 - - _ ^ - -- -- _ _ - 6z - o _ - - - 215.50'
RAILROAD SIDING N- 6- 2� 6 -- 10' S.Y. '- - - �L CK \ 1
N 74'28'30" W 6 _- MONITORING 11 I
30.00; WELL - - _ - -
LP.I x 6216 Q-- -- - - - 83.8 - 63.2 2x8 x8
I.P. TO BE SET FND - - -- - - o_ ----- 167.6'
N 73'48'35" W \. c,A as N o.
30.00' �''��� ul
62 9 - (I 66.8 -t . _ , ' CONCRETE
I.P.
N/F FND
RONALD FRIEDMAN
DMH FL=55.06
TF=65.00
\\�A
CB
TF=63.58 CB
\\FL=59.28 TF=63.51
FL=58.88 FL=59.41
15"RCP
DMH
TF=64.57
FL=49.07 1.
FL=58.57
r \ I.P.
FND
MONITORING
65.3 WELL
J'
ASN� L 2=21.4204A2'
O\ �'°°�
RAILROAD
SPIKE 0N�FOUND 36
ji'l
\
IT
I.P. TO BE SET
,
L-98.79 \ 7 O \
CB
\ =66.29
FL 62.89
DETAIL
SCALE 1 "=4' CB
\ \ TF 66.86 ,
FL=62.66
FL=62.56 1. TO BE
DMH
TF=67.58
FL=49.88 \\
FL=62.28
Z�=03'37'35"
R=1560.88' \\
Beginning at a point in the northerly street line of Chapel Road, which point is the southeasterly L=98.79 \
'
corner of property herein described; CH=98.78„
thencew runnin in the esterl direction fow lloia cu
rve uryv e to the left hain a radius of on CHB=N89'28 54 W
9 9 9 Y
thousand five hundred sixty and eighty-eight one -hundredths (1560.88) feet a
e
distance of ninety-
eight and seventy-nine one -hundredths (98.79) feet to a point;
thence running North 22'02'15" East a distance of two hundred
forty-three
and fourteen one -
hundredths (243.14) feet to a point;
thence running North 76'21'15" West a distance of two hundred
eighty-four and
ninety-eight one -
hundredths (284.98) feet to a point;
thence running North 38'39'30" East a distance of two hundred
eighty-nine
and seventy-four
one -hundredths (289.74) feet to a point;
thence running North 34'44'30" East a distance of two hundred
fifteen and
fifty one -hundredths
(215.50) feet to a point;
thence running South 64'59'00" East a distance of three hundred seventy-five
and no one -
hundredths (375.00) feet to a point;
l eI leI II 1gSII '" f II
UI I1IVULYYesL a UISLalce Vsix Iu UUU
ItIIWly-seven
and UIYIIL Vf le -
hundredths (647.08) feet to the point and place of beginning.
LEGAL DESCRIPTION OF #248 CHAPEL ROAD
Beginning at a point in the northerly street line of Chapel Road, which point id the southeasterly
corner of property herein described;
thence running in the westerly direction following a curve to the left having a radius of one
thousand five hundred sixty and eighty-eight one -hundredths (1560.88) feet a distance of one and
forty-four one -hundredths (1.44) feet to a point;
thence running South 88'39'08" West a distance of one hundred thirty-four and six one -
hundredths (134.06) feet to a point;
thence running North 11'24'20" East a distance of one hundred five and forty-five one -
hundredths (105.45) feet to a point;
thence running North 73'48'35" West a distance of one hundred four and fifty-four one -
hundredths (104.54) feet to a point;
thence running North 15'31'30" East a distance of fifty-three and twenty-nine one -hundredths
(53.29) feet to a point;
thence running North 73'48'35" West a distance of thirty and no one -hundredths (30.00) feet
to a point;
Kj__. L,-7A*0Q'zn" West distance F LL' L.. .J L., .. I_IlL /Zn nn\ t 1
ulcllc ruililing IVVI ul r-r w ,w rrCa� a uiawll�C al lllll ly UIIU [IIV VIIC-IIUIIUICUIIIJ k JV.VV) ICCI
to a point;
thence running North 15'31'30" East a distance of fifty-three and twenty-nine one -hundredths
(53.29) feet to a point;
thence running South 74'28'30" East a distance of thirty and no one -hundredths (30.00) feet
to a point;
thence running North 15'31'30" East a distance of twenty-four and twenty-three one -hundredths
(24.23) feet to a point;
thence running North 38'39'30" East a distance of thirty-six and ninety-eight one -hundredths
(36.98) feet to a point;
thence running South 76'21'15" East a distance of two hundred eighty-four and ninety-eight
one -hundredths (284.98) feet to a point;
thence running South 22'02'15" West a distance of two hundred forty-three and fourteen
one -hundredths (243.14) feet to the point and place of beginning.
N �5 29 �ONC. #260 I I .l WALDMAN
5I 2 STORY CONCRETE BLOCKAPPROXIMATE LATION inI � \ /
/
OF LEACHING FIELD L"w'" J FF= 67.2 I I ` s b4.6
JOHN R. NIELSENF & SONS, INC. RAVEL T I i / so.s 1
y \M0ITORING 66x8
WELL p 89.4' I STORAGE
LA o. APPROXIMATE LOCATI N UPWELoL x6 .2 wRAILER
OF SEPTIC TANK t� I vi COVERED LOADING qx
CP N NT 6.5 _ _DOCK / / / /,/68.8 x002 �- �� 9 66.8 , 66.4 .- --3.4/ n UNDERGROUND 9 G,4rE 66.7 L�' FUEL TANK65.0 x x63.8 o° / /
O MONITORING 6.7 / " - - - - - - / i l \
�. / DIESEL / / / / / / / I v7
I.P. p FF=69.2 s n0 ,PUMP �P,
FND 67; 105' �68.4 vn. o UNDERGROUND cJl
9 #248 ca / PROPANE TANK _ _ / �� / I p �
68.5 1 STORY o xs .2 \ / _ _ / / ,� I I \ \\ I-`,� 0-
CONCRETE 21' \ ucHT POLE
S.FF=69.4 I'll &P _ 1
r BLOCK \ 2 176 // \ d`VMIIYV VJ PfivEMENT
AREA: o. /------- / I ' \o\tea o
60,757 S.F. �6� �'- FF=69.8 �c�1 CL&PLIGHT POLE - - 67.5x - - _ I \
1.395 AC. �� x \ r 2�488
,9
68.9 Cd 69.0 0. 66 �oV 69.6 \ o
W� MONITO G - \ \
65.1 N � % �
o WELJ. �169.3 ` GRAVEL i �p \ V A o
ti O I.N, XX66 AREA: \ \
�y• MONITORING 69,1 � /
WELL (6 69.5 19%795 S.F.
n-o-n�', , " _ .i - \ 4 r,/ 69.6 _ =< 4.587 AC.R= 1560.88'
10 15 o �( m
N i
-1.44 2202
67.7 CPB�OE� 7 o
\L&P22` 3 GRP`V��� /
CONCRETE \� I
DEADMAN o A0
SET �� WALL 70.6
\ 1 x70.6 1
(Do� � J O
co
� WOODS -� / � -�71.0
68.9
x70.8 10' S --- -- -----
°f 55239 ' CHAIN LINK FENCE
%- ��c,N. - , +--- 647.08
S 33'42'45 W 26688
MISSION
71
p M.S. &P
FOUND 26686
SNET
4' CONCRETE SIDEWALK \ \ #3118
POINT OF BEGINNING \\ \
\\ v;
os
�9
\\ \ WG 29t
W o SAN. MH
WG TF=72.74
BENCHMARK \ FL=59.46
CHISEL CROSS IN
NORTH BOLT HYD\\
EL=75.173
s�
CB
G�
TF
TF=73.06 -9Z
FL=51.46
ZONING REQUIREMENTS
REQUIRED
#248
#260
PROVIDED
PROVIDED
MIN. LOT AREA
20,000 S.F.
60,757 S.F.
199,795 S.F.
MIN. LOT FRONTAGE
100'
135.5'
107.2'
MIN. LOT DEPTH
150'
240.54'
639.64'
MIN. FRONT YARD
35'
93.2'
N/A
MIN. REAR YARD
25'
35.1'
243.1'
MIN. SIDE YARD
10'
19.9'
29.7'
MAX. % LOT COVERAGE
50%
15%
7.1 %
TO MY KNOWLEDGE AND BELIEF THIS MAP IS
SUBSTANTIALLY CORRECT AS NOTED HEREON.
By
JOHN H. MILLER, P.E., L.S.
LIC. NO. 4142
CL&P
26687
N/F
USI LIMITED PARTNERSHIP
NOTES:
1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH
SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF
CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS
IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT
ASSOCIATION OF LAND SURVEYORS, INC. ON SEPT. 26, 1996. THIS IS
A PROPERTY SURVEY BASED ON A DEPENDENT RE -SURVEY CONFORMING TO
HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2
AND IS INTENDED TO DEPICT THE POSITION OF BOUNDARIES WITH RESPECT
TO LOCATIONS OF ALL BOUNDARY MONUMENTATION; APPARENT IMPROVEMENTS
AND FEATURES; RECORD EASEMENTS AND VISIBLE EVIDENCE OF THE USE OF
THFRFOF- RFCORD AND APPARENT MFANS OF INGRFSS AND FGRESS;
LINES OF OCCUPATION AND DEED RESTRICTIONS PERTAINING TO THE
LOCATION OF BUILDING OR OTHER IMPROVEMENTS.
2. THIS SURVEY IS NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL.
3. PROPERTY IS LOCATED IN ZONE C (AREAS OF MINIMAL FLOODING) PER
FEMA/FIRM COMMUNITT-PANEL NUMBERS 090036-0007 B AND 090036-0009 B
EFFECTIVE DATE: MAY 1, 1980.
SCALE IN FEET
40 0 20 40 80 120
APPLICANT/OWNER:
JOHN R. NIELSEN & SONS, INC.
260 CHAPEL ROAD
SOUTH WINDSOR, CONNECTICUT 06074
2
10/29/98
ADDITIONAL TOPO ADDED
1
8/14/98
REVISED DATUM
No.
Date
Description
Revisions
v-
I.P.
FND
N/F >, '
ANTHONY BOTTICELLO>
MAP REFERENCE:
1."PROPERTY SURVEYED FOR JOHN R. NIELSEN & SONS, INC.
CHAPEL ROAD, SOUTH WINDSOR, CONN., SCALE: 1 "= 40',,
NOVEMBER, 1968, LAST REVISION SEPTEMBER 1968" BY
MELVIN C. STEAD, SR.
2."TOWN OF SOUTH WINDSOR, MAP SHOWING LAND ACQUIRED
FROM J. R. NIELSEN & SONS, INC. BY THE STATE OF
CONNECTICUT, RECONSTRUCTION OF CHAPEL ROAD, SCALE
1 "=40', OCTOBER 1987, ROBERT W. GUBALA, TRANSPORTATION
CHIEF ENGINEER -BUREAU OF HIGHWAYS" TOWN NO. 132,
PROJECT NO. 132-89, SERIAL NO. 4, SHEET 1 OF 1.
3."SANITARY SEWER CONSTRUCTION, AVERY HEIGHTS AREA,
SOUTH WINDSOR, CONNECTICUT, DATE 5-3-71 " BY JAMES S.
MINGES & ASSOCIATES, INC.
s i�r
The location of the underground utilities shown -.
on this plan have been obtained from the best
available sources. The actual location of these
utilities should be verified in the field by the
contractor. There may be other utilities not shown
on these plans. Any damage made to existing
utilities by the contractor shall be the sole
responsibility of the contractor.
HJ HrrKuvtu
Compiled Y.4.
P.C. Check A%07
Designed
Drawn
Checke
Scale 1 = 40'
Date 11/3/98
Sheet
2
Of
3
Job No.
File No.
.I, - _ .•. .. .k.. .rl•t• Y.•,y �, i -',.- .4` =
,.1 r ✓;.y -%" `SI ��; r. `s}
a�. .�, •,� L v'`I � �"` •'�'•` '•°�'i'�'
M
70
b
N/F
CHARLES A. JURGELAS
MACKEEBEI
C
N/
VANCO AS
N/F
PATRICIA MULHOLL
SANDRA BRESCI
No Date Description
Revisions
I
Z/�/yy
ACSU I 1 tRS AUDEU, 3U/A r- h..HAIVGEU
No.1
Date
I Description
Revisions
c � �
NO. 4142
4/CENstA'004
SCALE IN FEET
0 50 100 200 300
Consulting Engineers, Land Planners & Surveyors
137 Silas Deane Highway, Wethersfield, Conn. 06109, Tel. (860)563-937.
KEY MAP
PROPERTY OF
JOHN R. NIELSEN & SONS, INC.
11 4Vv CH;PEL mjrw II
SOUTH WINDSOR,
CONNECTICUT
Compiled E,
P.C. Check Jp'j
Designed -�^^
Drawn L-.T.4.
C h e c k e
Scale 1 "= 100'
Date 11/10/98
Sheet
3
Of
3
Job No.
File No.