HomeMy WebLinkAbout1COMMISSION'S CERTIFICATE
UNDER AUTHORITY PROVIDED BY ACTS OF 1981,P.L. 309, SEC. 23, AS AMENDED BY
ACTS OF 1982, P.L. 211, ENACTED BY THE GENERAL ASSEMBLY OF THE ;TATE OF
INDIANA, AND ALL ACTS AMENDATORY AND SUPPLEMENTARY THERETO, AND AN ORDINANCE
ADOPTED BY THE COMMON COUNCIL OF THE CITY OF CARMEL, INDIANA, THIS PLAT WAS
GIVEN APPROVAL BY THE CITY OF CARMEL, AS FOLLOWS:
ADOPTED BY THE CARMEL/CLAY PLAN COMMISION AT A MEETING HELD
1992
CARMEL/CLAY PLAN COMMISSION
BY: -
DAVID CUNNINGHAM
ASSISTANT DIRECTOR
CARMEL, INDIANA
BOARD OF COMMISSIONERS OF THE COUNTY OF HAMILTON
BOARD OF COUNTY COMMISSIONER'S CERTIFICATE
UNDER AUTHORITY PROVIDED BY ACTS OF 1981, ENACTED BY THE GENERAL ASSEMBLY OF
THE STATE OF INDIANA, AND ALL ACTS AMENDATORY OR SUPPLEMENTARY THERETO, THIS
PLAT WAS GIVEN APPROVAL BY THE BOARD OF COUNTY COMMISSIONERS OF HAMILTON
COUNTY, INDIANA,AT A MEETING HELD
199 .
BOARD OF COMMISSIONERS OF THE COUNTY OF HAMILTON
COMMISSIONER
TEVE HOLT
COMMISSIONER
BILL KARNS
COMMISSIONER
STEVE DILLINGER
ATTEST
JON OGLE
HAMILTON COUNTY AUDITOR
The portion of real estate included in this plat is also subject to
covenants and restrictions contained in the Declaration of Covenants
and Restrictions of Ponds West recorded as instrument number
on 199 , in the Office of the
Recorder of Hamilton County.
Owner and Subdivider:
Witness my signature this
DART DEVELOPMENT CORP. II
P.O. BOX 1423
CARMEL,INOIANA 46032
(317-844-4551)
day of '199
By:
David Freiburger
President
STATE OF INDIANA )
) SS:
COUNTY OF HAMILTON)
Before me, a Notary Public in and for said County and State,
personally appeared David Freiburger and acknowledged execution of this
instrument as his voluntary act and deed for the uses and purposes
therein expressed as the President of, and for and on behalf of
Dart Development Corp. 11.
Witness my signature and Notarial Seal this day of
My Commission Expires:
County of Residence
Source of Title: Instr.
Notary Public
Printed Nome
, 199
SECONDARY
SEC�III ION
DS WES
-�') I g)
will
PONDS WEST SECTION 5
CURVE DATA
CURVE DELTA RADIUS TANGENT LENGTH CHORD BEARING
A 90000'00' 20.00 20.00 31.42 28.28 N 46°23'47" E
B 89"59'59' 20.00 20.00 31.42 28.28 S 43'36'13" E
C 41'20'39' 500.00 188.66 360.80 353.02 S 22°04'07" W
D 06°05'50' 300.00 15.98 31.92 31. 91 S 88°20'53" W
E 90°00'00' 20.00 20.00 31.42 28.28 S 02015'34" E
F 90000'00" 20.00 20.00 31.42 28.28 N 87°44'26" E
G 25'15'43' 150.00 33.61 66.14 65.60 S 55'22'18" W
G1 22"47'48" 175.00 35.28 69.63 69.17 S 54008'20" W
G2 18"38'07" 125.00 20.51 40.66 40.48 S 52003'30" W
H 51°55'09' 48.00 23.37 43.50 42.02 N 87°20'08" E
K 43"22'51" 48.00 19.09 36.34 35.48 N 43050'49" E
L 271°08'19" 56.50 ------ 267.37 79.11 N 22°16'27" W
M 18°03'08' 300.00 47.66 94.52 94.13 S 56°17'08" E
M1 18003'08' 325.00 51.63 102.40 101.97 N 56°17'08" W
M2 24'45'44' 275.00 60.37 118.85 117.93 N 59°38'26" W
LEGEND
BSL = BUILDING SETBACK LINE
D. E. = DRAINAGE EASEMENT
U. E. = UTILITY EASEMENT
U. & D.E. = UTILITY & DRAINAGE EASEMENT
L. S. E. = LANDSCAPING EASEMENT
= = STREET ADDRESS
® = MONUMENT - 4" x 4" x 36" Stone,
Precast Conc., or
Poured in Place Conc.
O = STREET MARKER - 1/2" dia. x 24"
Brass, Iron, or
Steel Pin.
NOTE;
MARKERS SHALL BE PLACED AT ALL PROPERTY
CORNERS AND ALL ANGLES IN PROPERTY LINES
NOT ESTABLISHED BY A MONUMENT. MARKERS
SHALL BE 5/8' dia. x 36' STEEL PIPES
OR STEEL BARS.
v
Jay
CERTIFICATE OF SURVEY+
PONDS WEST, SECTION 5
I, the undersigned, do hereby certify the attached plat to be true and correct to the
best of my knowledge and belief, representing a survey of part of the Northeast Quarter of
Section 22, Township 18 North, Range 3 East of the Second Principal Meridian, Clay
Township in Hamilton County, Indiana, more particularly described as follows:
Commencing at the Southwest Corner of the Northeast Quarter of said Section 22;
thence North 00°05'18" East along the west line of said Northeast Comer a distance of
911.06 feet to the Point of Beginning; thence North 00°05'18' East along the said west line a
distance of 833.34 feet; thence North 89°04'58' East 197.02 feet; thence North 17158'42"
East 187.86 feet to a non -tangent point on a curve concave Southwesterly having a central
angle of 06142'37' and a radius of 279.00 feet; thence Southeasterly along said curve an
arc distance of 32.68 feet (said curve being subtended by a chord having a bearing of South
68140'00" East and a distance of 32.66 feet); thence North 2441'19' East 246.19 feet;
thence North 88°04'58" East 25.26 feet; thence North 00°19'19" West 0.73 feet; thence North
79149'38' East 478.11 feet; thence South 00055'02" East 57.80 feet; thence South 83°45'01"
East 53.37 feet; thence South 4101'24' East 43.56 feet; thence South 07°15'00' West
101.89 feet; thence South 89114'58' East 150.30 feet; thence South 08°57'53" East 200.49
feet; thence South 85°43'26" West 47.70 feet; thence South 80°32'30" West 172.99 feet;
thence South 05138'58' West 273.15 feet; thence South 46°33'18" West 120.00 feet; thence
South 88123'14" West 216.68 feet; thence South 44°28'05" West 199.95 feet; thence South
05134'44" West 77.67 feet; thence North 85°17'58" East 205.42 feel to a point on a curve
concave Southerly having a central angle of 25112'50" and a radius of 325.00 feel; thence
Easterly along said curve an arc distance of 143.02 feet (said curve being subtended by a
chord having a bearing of South 82°05'37" East and a distance of 141.87 feet) to the point of
curvature of a curve concave Southwesterly having a central angle of 08018'14' and a radius
of 825.00 feet; thence Southeasterly along said curve an arc distance of 119.57 feet (said
curve being subtended by a chord having a bearing of South 65120'05" East and a distance
of 119.46 feet); thence South 51°53'28" West 54.67 feet to a point on a non -tangent curve
concave Southwesterly having a cnetral angle of 06043'11" and a radius of 775.00 feet;
thence northwesterly along said curve a distance of 90.89 feet (said curve being subtended
by a chord having a bearing of North 66°07'36" West and a distance of 90.84 feet) to the
point of curvature of a curve concave southerly having a central angle of 25°12'51" and a
radius of 275 00 feet, thence westerly along said curve an arc distance of 121.02 feet (said
curve being subtended by a chord having a bearing of North 82105'37" West and a distance
of 120.04 feet); thence South 85°17'58" West 196.70; thence South 26°04'42" West 71.60
feet; thence South 03°54'21" East 211.22 feet; thence North 88°36'13" West 275.06 feet;
thence North 01°23'47" East 10.76 feet; thence North 88°36'13" West 160.76 feet to the Point
of Beginning, containing 19.71 a -,res more or less, subject to all rights-of-way, restrictions,
easements and legal drains.
This subdivision consists of 23 lots numbered 141 thru 149,
153 thru 164, 128 and 129, all inclusive, and streets as shown hereon.
The size of lots and widths of streets are shown on this plat by figures
denoting feet and decimal parts thereof.
, , , 1, 11,,,
�.�
�Q SiERF
'�.• No. � 77�'' '
890003
STATE OF
l•• IND�ANpJOQ
Certified
This day of , 199
JEFFREY A. MEYERROSE
Registered Land Surveyor #890003 - Indiana
F.P.G. Flood Protection Grade - Elevation of the
lowest point around the perimeter of a
building at which flood water may enter
the building is to be no lower than the
elevation shown for each lot.
(ler G -9-4Y
PREPARED BY
JEFFREY A,MEYERROSE
WE
MSE Corporation
941 North Meridian
Indpls., IN 46204
317 634-1000
317 634-3576 FAX
Job No.1 114-0522 Sheet Noa I of 3
DGN: 522SP5 PRF; 522SP5
/ / / \ 4-
(32882
(32882 SFT)
1 (44048 SFT) / / / / L�/ ` �/ ,u°pi
/ / / +; / F.M. ELEV \ co
I N F.P.G. 885.9 /d/S9 S 5y;�/ 884.8 i> o
Ii ?'TOS?. j /// l` a�^>' /o / q/SSS /// S603g9j�IRREG. D.E.
w'Qoo ' �` j 9y POND 14
Iol /y
A/
162
w I I 1 4 5 // / / (25950 SFT)
1 ( (3(550 SFT) / , /
F.P.C. 885.1
IRREG. D. E. ✓' >� yam, \
I
107.68
�/ ' ` 108.99'
C) a
I / o / / s� F.M. ELEV 6, \
Z 883.7 1A S 88-23'14'W 216.68 216.68'
J I I ?47,
O05j00"w
-7' 163 9g' <` lb FLOODWAY
C6
I / II (22985 SFT) ��/ L IMI T h
F.P.G. 885.5 // F.W. ELEV
1
144 1
(23925 SFT) / I
h
I O 1/ $ j3o1
0193•F F.W.ELEV
es3e\•may `�aa
0 60' 120
N 89"04'58-L
13.vc
//
uiDry ,Pr it
S
/
159
�0
N 84'51109-V I
N
I
97.80
1
S 8!;°'04 '58'W 180.15'
/
/'/vp,
`i`•
,'
/ /
(48637 SFT)
r
170.66'
>/
)
-------------
--------- -
15 0. E. ---------------
/ ,/
,
/ �6
/��
F.P.G. 886.5
1
W
i
1
1 (29564 SFT)
y
/
/ , / \
45.50'
L= 90.89'
5 tiq / FLOOOWAY
10.87' -� ----`6
rr�
p'
Ch = 141.87'
I
L IMI T
E. o
'^
Br = S 82"05'37'E
g
-
.61
I =1
14 3 j
3.7 7 '
I
1
, )
/
41.29'
to
F.W. ELEV
", 882.4
i
Brg = N 66"07'36'W
020629 SFT)
_ J'
15' U. & D. E. 0 a;
0
�
(14
LD
54.21'
29.26' 55.04' �� 1�
\
Drive
R = 825.00'
C) )
147
ao
__-o----
----_132.02'
W
I
?,y920
(24824 SFT)
a O
85°11'58'E _
\
F.W. ELEV N
884.5
1 _
I
' -- --
e- - - - -
-e-ur>e 9
- - -
160
Ch = 119.46'
Brg = S 65"20'05'E
.J
xl
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1
AN ORDINANCE
f21 02
o /
(45700 SFT)
I I
213 92
45.22
In
I
S 85 °17'58'W 196.70
\Lp•/ //
L�
�o •
I
F.P.G. 886.0
•p
I a�
54.21 '
?evp,
55.04 c'g,?�
34.58-,j5'^
D. E;
Lm
^)' F.W. ELEV
GIVEN APPROVAL BY THE CITY OF CARMEL, AS FOLLOWS:
= 25"12'51'
R = 275.00'
o,A
I 141
V!
50'p/W
U_& 40.41'
�`\�
882.1
/ / / \ 4-
(32882
(32882 SFT)
1 (44048 SFT) / / / / L�/ ` �/ ,u°pi
/ / / +; / F.M. ELEV \ co
I N F.P.G. 885.9 /d/S9 S 5y;�/ 884.8 i> o
Ii ?'TOS?. j /// l` a�^>' /o / q/SSS /// S603g9j�IRREG. D.E.
w'Qoo ' �` j 9y POND 14
Iol /y
A/
162
w I I 1 4 5 // / / (25950 SFT)
1 ( (3(550 SFT) / , /
F.P.C. 885.1
IRREG. D. E. ✓' >� yam, \
I
107.68
�/ ' ` 108.99'
C) a
I / o / / s� F.M. ELEV 6, \
Z 883.7 1A S 88-23'14'W 216.68 216.68'
J I I ?47,
O05j00"w
-7' 163 9g' <` lb FLOODWAY
C6
I / II (22985 SFT) ��/ L IMI T h
F.P.G. 885.5 // F.W. ELEV
1
144 1
(23925 SFT) / I
h
I O 1/ $ j3o1
0193•F F.W.ELEV
es3e\•may `�aa
0 60' 120
SHFFT 2 OF 3
MIJ
164
r
�/
�0
N 84'51109-V I
N
I
1
(
(24694 SFT)
NI
0
1 (191 4 SFT)
= 25-12'50'
I
r
170.66'
I
)
F.P.G. 885.0
�o
_ -
R = 325.00'
N
1
Sof
1
1
1 (29564 SFT)
wl
T = 12.69'
L=143.02'
45.50'
L= 90.89'
10.87' -� ----`6
rr�
p'
Ch = 141.87'
I
20'u
& D.
E. o
'^
Br = S 82"05'37'E
g
-
.61
I =1
14 3 j
3.7 7 '
I
1
, )
/
41.29'
to
F.W. ELEV
", 882.4
N 85° 17' 58'E 205. 42'
Brg = N 66"07'36'W
020629 SFT)
_ J'
15' U. & D. E. 0 a;
0
54.21'
29.26' 55.04' �� 1�
`v
Drive
R = 825.00'
C) )
P �,
ao
1
__-o----
----_132.02'
e°)
T = 59.89'
UNDER AUTHORITY PROVIDED BY ACTS OF 1981, P. L. 309, SEC. 23, AS
AMENDED BY
85°11'58'E _
ty 324.12;POlrli2
__P� -'-""- J
p,,° ;t9 , `
L = 119.57'
1 _
q--8 8°3613"E 99.21
- - - - - - -
' -- --
e- - - - -
-e-ur>e 9
- - -
�-
�0
Ch = 119.46'
Brg = S 65"20'05'E
° "
N883613Ww
xl
Cl
oT
599+
AN ORDINANCE
f21 02
\
I o
I I
213 92
45.22
In
ADOPTED BY THE COMMON COUNCIL OF THE CITY OF CARMEL, INDIANA,
S 85 °17'58'W 196.70
I
N 88°36' 13'W I
166.24'
•p
I a�
54.21 '
?evp,
55.04 c'g,?�
34.58-,j5'^
D. E;
Lm
^)' F.W. ELEV
GIVEN APPROVAL BY THE CITY OF CARMEL, AS FOLLOWS:
= 25"12'51'
R = 275.00'
o,A
I 141
V!
50'p/W
U_& 40.41'
�`\�
882.1
W
II
1 --------------
(o
�
II
ADOPTED BY THE CARMEL/CLAY PLAN COMMISION AT A MEETING HELD
1
U
\ /
o0 n
L = 121.02'
S hA'
I
N
-&O0.
40'
I I
I
I (
I I
Ch = 120.04'
► FLOOOWAY
SHFFT 2 OF 3
42
1
r
�/
�0
Brq = N 82^05'37'W
0
1 (191 4 SFT)
1
I
j
128
\ a0
y
R= 775.00'
T=
N
1
1 o
W r
0
I
1
1
1 (29564 SFT)
wl
45.50'
L= 90.89'
Ch = 90.84'
'^
-
.61
I =1
- I
I 4 1
F.P.G. 884J
1
v
_�/
Brg = N 66"07'36'W
WI
COMMISSION'S CERTIFICATE
Nee°36'13'W
163.50
1
ryI
I0I
1
e°)
UNDER AUTHORITY PROVIDED BY ACTS OF 1981, P. L. 309, SEC. 23, AS
AMENDED BY
1
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o)
ACTS OF 1982, P.L. 211, ENACTED BY THE GENERAL ASSEMBLY OF THE
STATE OF
1 1
I
° "
N883613Ww
xl
Cl
INDIANA, AND ALL ACTS AMENDATORY AND SUPPLEMENTARY THERETO, AND
AN ORDINANCE
I
I o
I I
213 92
45.22
In
ADOPTED BY THE COMMON COUNCIL OF THE CITY OF CARMEL, INDIANA,
THIS PLAT WAS
I
1-4 1 0
I
1
) F.W. ELEV
a
GIVEN APPROVAL BY THE CITY OF CARMEL, AS FOLLOWS:
I 141
V!
50'p/W
j 881'8
W
1 (19455 SFT)
(o
(
ADOPTED BY THE CARMEL/CLAY PLAN COMMISION AT A MEETING HELD
1
I
N
I
I I
I I
I
I (
I I
11
129
► FLOOOWAY
199
m
(26339 SFT)
N 1 L IMI T
1
ro
-i
l o
F.P.C. 883.8
io ro
n'
DAVID CUNNINGHAM
1
ASSISTANT DIRECTOR
W
I
I
I I
1
I I
1
I IRREG. D. E.
CARMEL, INDIANA
SECONDARY PLAT FOR
u
-
to
N 88°36'13'M 160.76ul
50 0' I
I
CARMEL/CLAY PLAN COMMISSION
PONDS WEST
C)
m
N
Southwest Corner NWI/�
00,76' 7'E
10.76' o
S 88A36'13'E 225.06' 1
275.06
SECTION V
Sec 22 T I8NR3E
F.M. ELEV
Z
681.5
SHFFT 2 OF 3
BY:
DAVID CUNNINGHAM
ASSISTANT DIRECTOR
CARMEL, INDIANA
= 6°42'37"
R = 279.00'
7 = 16. 36'
L = 32. 68'
Ch = 32.66'
Brq = S 68040'00'E
S F.W. ELEV N 19° 49 38"E S.L �'� _ _ _ - �REC. N. T.Ej I 41 43'
.
'E
.5656'
N 00° I9 19'W 887.0 140.91
0. 73' _
N 89°04'58'E -
25. 26 63. 16'
14.39' � 30' D.E. _ -• - 1 _
1
25. 27 56.3 LA i
FLOODNAY \ �
- - F.W. ELEY n o r
F.W. ELEY S69�y,^ 886.8 LIMIT
----- 886.9 °SF IRREG. D. E.
0
F. -
I R
F.M. ELEV 1 `�
^' 0 886,6 '
� N 1 S Bnp9 J .E I 3
_ _ O
a
S 8q' -
a o 05'29 E N 86"26'021
O
2Ln
3!
153 =� 156
155 (57107 SFT) S 3761DO'll o 6I 5�6gS 89"14'58'E 150.30'
(29019 SFT) F.P.G. 888.6
133650 SFT) a f 1 20' B.S.L.
F P.G. 889.0 F.P.G. 888.8 / \20, /' L\� ` ' --F- - I
/ /\ A.W.-7-------
3-- D.E.----1
I
6'L
0
oo
4
\ sf N\ y /'�a 1 1 a ; FLOOOWAY ( I
cwYs2. r `'9, /' "'� �0 1 M 6 I I LIMIT 1 I
° •\ O\ 154 ° y �� .��A I 15 7 I I 1 I
7t• �• . S, o .'i A 9 p
/ � / o_ / g � o - �, 1 0 (71917 SfT) / � N
COMMISSION'S CERTIFICATE
(34247 SFT) / S\'
6�°i'�
C1i '65.3e
SECONDARY PLAT FOR
PONDS WEST
SECTION V
ACTTSROFU19821TP L. 211, ENACTEDSBY THEBGENERAL309ASSEMBLY OF THE STATE OOFBY
INDIANA, AD AN O
ADOPTED fYNTTHELCOMMON COUNCCIILACTSOOF RY THEE CIITYLOFECARMEL, INDIANTARY NA, THIS PLATNWASE
GIVEN AP)+ROVAL BY THE CITY OF CARMEL, AS FOLLOWS:
S
OO"55'02'E
57.80'
CARMEL/CLAY PLAN COMMISSION
F.P.G. 888.9 / /'
S
83"45'01'E
ADOPTED BY THE CARMEL/CLAY PLAN COMMISION
AT A MEETING HELD
53.37''j
\
\/''°
A18.j1 211.66
(44048 SFT)
199
`\
�--� I
// �c.' rO '�°
BY:
DAVID CUNNINGHAM
ASSISTANT DIRECTOR
CARMEL, INDIANA
= 6°42'37"
R = 279.00'
7 = 16. 36'
L = 32. 68'
Ch = 32.66'
Brq = S 68040'00'E
S F.W. ELEV N 19° 49 38"E S.L �'� _ _ _ - �REC. N. T.Ej I 41 43'
.
'E
.5656'
N 00° I9 19'W 887.0 140.91
0. 73' _
N 89°04'58'E -
25. 26 63. 16'
14.39' � 30' D.E. _ -• - 1 _
1
25. 27 56.3 LA i
FLOODNAY \ �
- - F.W. ELEY n o r
F.W. ELEY S69�y,^ 886.8 LIMIT
----- 886.9 °SF IRREG. D. E.
0
F. -
I R
F.M. ELEV 1 `�
^' 0 886,6 '
� N 1 S Bnp9 J .E I 3
_ _ O
a
S 8q' -
a o 05'29 E N 86"26'021
O
2Ln
3!
153 =� 156
155 (57107 SFT) S 3761DO'll o 6I 5�6gS 89"14'58'E 150.30'
(29019 SFT) F.P.G. 888.6
133650 SFT) a f 1 20' B.S.L.
F P.G. 889.0 F.P.G. 888.8 / \20, /' L\� ` ' --F- - I
/ /\ A.W.-7-------
3-- D.E.----1
I
6'L
0
oo
4
\ sf N\ y /'�a 1 1 a ; FLOOOWAY ( I
cwYs2. r `'9, /' "'� �0 1 M 6 I I LIMIT 1 I
° •\ O\ 154 ° y �� .��A I 15 7 I I 1 I
7t• �• . S, o .'i A 9 p
/ � / o_ / g � o - �, 1 0 (71917 SfT) / � N
F.W. ELEV
884.8
SHFFT 3 OF 3
DGN:522SP5B PRF:522SP5B
\ \
(34247 SFT) / S\'
6�°i'�
C1i '65.3e
0 1 o F.P.G.87.8 ��
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2 I
oU. q p
-
N,
\
F.P.G. 888.9 / /'
ti /
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gp I
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\/''°
00
(44048 SFT)
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ti �'�
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149 \ ��
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f
/
► IRREG. D. E.
a 07575 SFT) \ \ °s
\ °o.\ \
/ hJ� / ti
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