HomeMy WebLinkAbout05060005.01 Secondary Platvi
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SURVEYOR:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
9940 ALLISONVILLE ROAD
FISHERS, INDIANA 46038
PHONE: (317) 849 -5935
OWNER /SUBDIVIDER:
SKJODT THOMAS & ASSOCIATES
1202 E. 38TH STREET
INDIANAPOLIS, INDIANA 46205
PHONE: (317) 920 -1616
CONTACT: RYAN THOMAS
SOURCE OF TITLE: --
WARRANTY DEED INST. #XXXXXXXXXXX
DOCKET# 04110005SP
PRIMARY PLAT # 04060032PP
SUBMISSION DATE: 06/18/04
THE LAKES A.,T OVV
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N90*00'00"E 203.76'
SECT ON T% 0
SECONDARY PLAT
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C. A.
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RADIUS
LENGTH
TANGENT
43,818
sq.
ft.
0'
150.00'
47.26'
VAR. D.U. &S.S.E.&
L.M.A.E.
47.06'
JP
D= 37'00'44"
C -2
150.00'
233.47'
147.86'
°'
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°' L=80.75'
89 °10'41"
C -3
150.00'
74.41'
37.99'
T= 41.84'
"E
28'25'18"
C -4
150.00'
N90'00'00
58.91'
109.66'
;�
42'52'55"
spp 33.32'
189.54'
99.59'
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33.32'
• pp,
43'26'20"
C -6
150.00'
1b*
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133.44'
"W
52'49'13"
C -7
20.00'
25.42'
C/)o
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N89'49'57
S78'25'02 "E
45.17'
C -8
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155.24'
26.68'
40.24'
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REGULATED DRAINAGE & UTILITY EASEMENT
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60
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GRAPHIC SCALE
0 30 60 120
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
CHORD BEARING
DELTA
C -1
150.00'
47.26'
23.83'
47.06'
N08'35'35 "W
18 °03'05"
C -2
150.00'
233.47'
147.86'
210.60'
N45 °01'17 "E
89 °10'41"
C -3
150.00'
74.41'
37.99'
73.65'
S75'23'59 "W
28'25'18"
C -4
150.00'
112.26'
58.91'
109.66'
N21'49'50 "W
42'52'55"
C -5
250.00'
189.54'
99.59'
185.03'
S21 *3,3'07"E
43'26'20"
C -6
150.00'
138.28'
74.49'
133.44'
S26'34'39 "W
52'49'13"
C -7
20.00'
25.42'
14.75'
23.74'
S78'25'02 "E
72'48'44"
C -8
20.00'
29.20'
17.90'
26.68'
S26'36'41 "W
83'39'12"
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of 12,965 sq. ft.
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N55'39'32 "E
22.89'
12.55' .
N89'49'57 "W
141.91'
MONUMENTS
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15 R.D.E.
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42 N c'��
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15,124 sq. ft. (j)�
CAP HAVING
A CUT "X" IN TOP SET FLUSH WITH THE
131.7g, w
FINISH STREET SURFACE.
,
S42'1 9'27 "W
A IRON PIPE OR STEEL BAR, 5/8" IN DIA.
'0' .
LONG MIN. AT LOT CORNERS.
❑
DENOTES
F
;
OR POURED IN PLACE MONUMENT WITH A CROSS CAST IN
THE TOP
-
LAKE #3
THE TOP
42.75'
0
33,652 sq. ft.
SECTION CORNER
C. A. #9
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LOT NUMBER
71,223 sq. ft.
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DRAINAGE EASEMENT
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COMMON AREA
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NON- ACCESS EASEMENT
R.D. &U.E.
REGULATED DRAINAGE & UTILITY EASEMENT
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N55'39'32 "E
22.89'
12.55' .
N89'49'57 "W
141.91'
MONUMENTS
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183.71'
A BRASS, IRON, OR STEEL PIN, 1/2"
\moo.
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42 N c'��
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15,124 sq. ft. (j)�
CAP HAVING
A CUT "X" IN TOP SET FLUSH WITH THE
FINISH STREET SURFACE.
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N89'49'57 "W
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C-7 o
S89'34'03 "E 429.89'
429.89'
C. A. #10
53,678 sq. ft.
VAR. D.U. &S.S.E.&
L. M. A. E.
N75
S13'45'52'
26.85'
95.00'
15' D. E.
. W 2-ro 1'
S1 6��8i 30
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N89'36'38 "E 273.62' i iS1614
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13.61'
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25' B. L.
20' D. &U.E.
26.57' 95.00'
4.4A
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46.19' 63.57'
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SEE SHEET N o. 3
95.00' 1
DIAMOND LAKE DRIVE
N89- 36'38 "E 337.17'
97.50'
D.U. &S.S.E.
25' B. L.
95.00'
5' O
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LLJ
1 (/')
W
L
( IN FEET )
1 inch = 60 ft.
240
MONUMENTS
sue,
183.71'
A BRASS, IRON, OR STEEL PIN, 1/2"
\moo.
moo.
24 "LONG WITH 1 -1/2" DIA. TAPERED BRASS
CAP HAVING
A CUT "X" IN TOP SET FLUSH WITH THE
FINISH STREET SURFACE.
O
DENOTES
A IRON PIPE OR STEEL BAR, 5/8" IN DIA.
'0' .
LONG MIN. AT LOT CORNERS.
❑
DENOTES
F
;
OR POURED IN PLACE MONUMENT WITH A CROSS CAST IN
THE TOP
OR AN IRON OR COPPER DOWEL SET FLUSH WITH
LAKE #3
THE TOP
OF MONUMENT AND TO BE SET WITH THE FINISH GRADE.
0
33,652 sq. ft.
SECTION CORNER
C. A. #9
W
N)
LOT NUMBER
71,223 sq. ft.
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VAR. D.U. &S.S.E.&
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s
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% 9, 25, 42.
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S89'34'03 "E 429.89'
429.89'
C. A. #10
53,678 sq. ft.
VAR. D.U. &S.S.E.&
L. M. A. E.
N75
S13'45'52'
26.85'
95.00'
15' D. E.
. W 2-ro 1'
S1 6��8i 30
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N89'36'38 "E 273.62' i iS1614
X9.00= -
13.61'
0 0
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o o 12.349 sq. ft. 12,349 sq. ft. oN
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25' B. L.
20' D. &U.E.
26.57' 95.00'
4.4A
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46.19' 63.57'
� moo,• � -
SEE SHEET N o. 3
95.00' 1
DIAMOND LAKE DRIVE
N89- 36'38 "E 337.17'
97.50'
D.U. &S.S.E.
25' B. L.
95.00'
5' O
z
W
LLJ
1 (/')
W
L
( IN FEET )
1 inch = 60 ft.
240
SIDE YARD= 10'/ 20' AGGREGATE
REAR YARD= 20'
BUILDING SET BACK= 25'
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
Ot
................
�CXSTE'%
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No.
900012
STATE OF
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SHEET 2 OF 4
MONUMENTS
0
DENOTES
A BRASS, IRON, OR STEEL PIN, 1/2"
MIN. DIA.,
24 "LONG WITH 1 -1/2" DIA. TAPERED BRASS
CAP HAVING
A CUT "X" IN TOP SET FLUSH WITH THE
FINISH STREET SURFACE.
O
DENOTES
A IRON PIPE OR STEEL BAR, 5/8" IN DIA.
MIN., 36"
LONG MIN. AT LOT CORNERS.
❑
DENOTES
A 4 "X4 "X36" LONG PRECAST CONCRETE, STONE,
OR POURED IN PLACE MONUMENT WITH A CROSS CAST IN
THE TOP
OR AN IRON OR COPPER DOWEL SET FLUSH WITH
THE TOP
OF MONUMENT AND TO BE SET WITH THE FINISH GRADE.
0
DENOTES
SECTION CORNER
LEGEND
25
LOT NUMBER
D.U. &S.S.E.
DRAINAGE, UTILITY & SANITARY SEWER EASEMENT
D.U. &S.E.
DRAINAGE UTILITY & SEWER EASEMENT
D. &U.E.
DRAINAGE & UTILITY EASEMENT
L.M.A. E.
LANDSCAPE, MAINTENANCE ACCESS EASEMENT
D.E.
DRAINAGE EASEMENT
B. L.
BUILDING LINE
C.A.
COMMON AREA
N.A.E.
NON- ACCESS EASEMENT
R.D. &U.E.
REGULATED DRAINAGE & UTILITY EASEMENT
SIDE YARD= 10'/ 20' AGGREGATE
REAR YARD= 20'
BUILDING SET BACK= 25'
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
Ot
................
�CXSTE'%
.�-
=o
No.
900012
STATE OF
�NDIANP
U RN
SHEET 2 OF 4
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SURVEYOR:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
9940 ALLISONVILLE ROAD
FISHERS, INDIANA 46038
PHONE: (317) 849 -5935
OWNER /SUBDIVIDER:
SKJODT THOMAS & ASSOCIATES
1202 E. 38TH STREET
INDIANAPOLIS, INDIANA 46205
PHONE: (317) 920 -1616
CONTACT: RYAN THOMAS
SOURCE OF TITLE:
WARRANTY DEED INST. #XXXXXXXXXXXX
DOCKET# 04110005SP
PRIMARY PLAT # 04060032PP
SUBMISSION DATE: 06/18/04
H11 LAK[( S QT TOWNE ROAD.
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
SEE SHEET No. 1
DIAMOND LAKE DRIVE
N89'36'38 "E 337.17'
LEGEND
25 LOT NUMBER
D.U. &S.S.E. DRAINAGE, UTILITY & SANITARY SEWER EASEMENT
24o D.U. &S.E. DRAINAGE UTILITY & SEWER EASEMENT
D. &U.E. DRAINAGE & UTILITY EASEMENT
L. M. A. E. LANDSCAPE, MAINTENANCE ACCESS EASEMENT
D.E. DRAINAGE EASEMENT
B.L. BUILDING LINE
C.A. COMMON AREA
N.A.E. NON- ACCESS EASEMENT
R.D. &U.E. REGULATED DRAINAGE & UTILITY EASEMENT
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SEE SHEET No. 2
25' B. L. 25' B. L.
20' D. &U.E. 20' D. &U.E.
\ -0 ,0 �9 26.57' 95.00' 95.00' 120.60'
LAKE #3
9 2 C_7 o DIAMOND LAKE DRIVE
33,652 sq. ft. \ C,3
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C. A. #9 4.
w 0 71,223 sq. ft. \ ,
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13,231 sq.
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17,370 sq. ft.
320.00'
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115.00'
97.50'
30' D. E.
6
30' D. E.
97.50'
95.00'
102.70'
134.14'
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25' B. L. 25' B. L.
20' D. &U.E. 20' D. &U.E.
\ -0 ,0 �9 26.57' 95.00' 95.00' 120.60'
LAKE #3
9 2 C_7 o DIAMOND LAKE DRIVE
33,652 sq. ft. \ C,3
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C. A. #9 4.
w 0 71,223 sq. ft. \ ,
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Dennis D. Olmstead
Registered Land Surveyor
No. 900012
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No.
900012
STATE OF
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97.50'
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
Iu fill,
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................
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No.
900012
STATE OF
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13,231 sq. ft. n o 17,370 sq. ft.
m
30' D. E.
95.00' 1 102.70'
S89'36'38 "W 1334.21'
134.14'
MONUMENTS
® DENOTES A BRASS, IRON, OR STEEL PIN, 1/2"
MIN. DIA., 24 "LONG WITH 1-1/2" DIA. TAPERED BRASS
CAP HAVING A CUT "X" IN TOP SET FLUSH WITH THE
FINISH STREET SURFACE.
O DENOTES A IRON PIPE OR STEEL BAR, 5/8" IN DIA.
MIN., 36" LONG MIN. AT LOT CORNERS.
❑ DENOTES A 4 "X4 "X36" LONG PRECAST CONCRETE, STONE,
OR POURED IN PLACE MONUMENT WITH A CROSS CAST IN
THE TOP OR AN IRON OR COPPER DOWEL SET FLUSH WITH
THE TOP OF MONUMENT AND TO BE SET WITH THE FINISH GRADE.
Q DENOTES SECTION CORNER
SIDE YARD= 10'/ 20' AGGREGATE
REAR YARD= 20'
BUILDING SET BACK= 25'
PROPOSED
70' 1/2
R/W
NIZ
D
M 70.b '
KEY MAP
NOT TO SCALE
SHEET 3 OF 4
SURVEYOR:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
9940 ALLISONVILLE ROAD 'E LAKES FISHERS, INDIANA 46038, I [V\ IE
PHONE: (317) 849 -5935 -
OWNER /SUBDIVIDER:
SKJODT THOMAS & ASSOCIATES
1202 E. 38TH STREET
INDIANAPOLIS, INDIANA 46205
PHONE: (317) 920 -1616
CONTACT: RYAN THOMAS
SOURCE OF TITLE:
WARRANTY DEED INST. #XXXXXXXXXXX
DOCKET# 04110005SP
PRIMARY PLAT # 04060032PP
SUBMISSION DATE: 06/18/04
THE LAKES AT TOWNE ROAD
SECTION TWO
4ft
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tea..
s
I, the undersigned Registered Land Surveyor hereby certify that the included plat correctly represents a subdivision of a part
of the Northeast Quarter of Section 29, Township 18 North, Range 3 East, Hamilton County, Indiana, more particularly
described as follows:
Commencing at the Northeast corner of said Northeast Quarter Section; thence South 00 degrees 25 minutes 57 seconds
West along the East line of said Quarter Section, said line also being the Centerline of Towne Road, a distance of 548.70
feet to the POINT OF BEGINNING of this description; thence continuing South 00 degrees 25 minutes 57 seconds West along
said line, a distance of 767.25 feet; thence South 89 degrees 36 minutes 38 seconds West 1,334.21 feet to a point on the
eastern boundary of The Lakes at Hayden Run, Section Two, a subdivision in Hamilton County, Indiana, the Secondary Plat of
which is recorded as Instrument No. 2003 - 00079062, Plat Cabinet 3, Slide 224, in the Office of the Recorder of Hamilton
County, Indiana, the following being on and along the eastern boundary of The Lakes at Hayden Run, Section Two, thence
North 00 degrees 10 minutes 03 seconds East 955.14 feet to a point on the southern boundary of The Lakes at Towne Road
Section One, a subdivision in Hamilton County, Indiana, the Secondary Plat of which is recorded as Instrument No. ____—
________I Plat Cabinet _, Slide ___, in the Office of the Recorder of Hamilton County, Indiana, the following fifteen (15)
courses being on and along the southern boundary of The Lakes at Towne Road, Section One; (1) thence North 90 degrees
00 minutes 00 seconds East 203.76 feet; (2) thence South 00 degrees 00 minutes 00 seconds East 165.26 feet; (3) thence
South 37 degrees 00 minutes 44 seconds East 50.00 feet to a point on a curve concave southerly, the radius point of said
curve being South 37 degrees 00 minutes 44 seconds East 125.00 feet from said point; (4) thence easterly along said curve
80.75 feet to the point of tangency of said curve, said point being North 00 degrees 00 minutes 00 seconds East 125.00
feet from the radius point of said curve; (5) thence North 90 degrees 00 minutes 00 seconds East 33.32 feet; (6) thence
South 00 degrees 09 minutes 35 seconds East 130.00 feet; (7) thence South 42 degrees 19 minutes 27 seconds West 42.75
feet; (8) thence South 00 degrees 10 minutes 03 seconds West 168.03 feet; (9) thence South 16 degrees 09 minutes 42
seconds East 21.87 feet; (10) thence South 89 degrees 34 minutes 03 seconds East 429.89 feet; (11) thence North 00
degrees 25 minutes 57 seconds East 195.50 feet; (12) thence North 62 degrees 00 minutes 09 seconds East 193.22 feet to
a point on a curve concave southwesterly, the radius point of said curve being South 70 degrees 53 minutes 08 seconds
West 175.00 feet from said point; (13) thence northwesterly along said curve 53.84 feet to the point of tangency of said
curve, said point being North 53 degrees 15 minutes 28 seconds East 175.00 feet from the radius point of said curve, said
point also being the point of curvature of a curve concave easterly, the radius point of said curve being North 53 degrees 15
minutes 28 seconds East 20.00 feet from said point; (14) thence northerly along said curve 26.76 feet to the point of
tangency of said curve, said point being North 50 degrees 05 minutes 05 seconds West 20.00 feet from the radius point of
said curve; (15) thence South 89 degrees 34 minutes 03 seconds East 440.06 feet to the place of beginning. Containing
20.636 acres, more or less, subject to all legal highways, rights —of —ways, easements, and restrictions of record.
This subdivision consists of 28 lots numbered 27 -54 (all inclusive) and 5 Common Areas labeled 7 -11 (all inclusive). The size
of lots and width of streets are shown in feet and decimal parts thereof.
Cross — reference is hereby made to a survey plat prepared by Stoeppelwerth & Associates, Inc. in accordance with Title 865,
Article 1, Chapter 12 of the Indiana Administration Code recorded as in the Office of
the Recorder of Hamilton County, Indiana.
I, the undersigned, hereby certify that I am a Registered Land Surveyor, licensed in compliance with the laws of the State of
Indiana and that the within plat represents a subdivision of the lands surveyed within the cross referenced survey plat, and
that to the best of my knowledge and belief there has been no change from the matters of the survey revealed by the
cross — reference survey on any lines that are common with the new subdivision.
Witness my signature this ______ day of ______________ ___ __, 2005.
S: 4870OS2 \LEAGAL \PLAT— S2.rtf
May 9, 2005 (KMC)
R: KMC; F: AAA
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
•`
s
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4 O• :-y
o No.
900012
STATE OF
-y NDIANP -
Su R,14
This Plat was approved by the Board of Public Works and Safety of the City of Carmel,
Indiana, at a meeting held on the day of 2005.
James Brainard, Mayor
Mary Ann Burke, Member
Lori Watson, Member
Diana L. Cordray, Clerk Treasurer
This subdivision shall be known and designated as Lakes at Towne Road Subdivision, Section Two a subdivision
in Hamilton County, Indiana. All streets shown and not heretofore dedicated, are hereby dedicated to
the public.
In Testimony whereof, witness the signature of Owner and Declarant this day of
2005. This plat is subject to Covenants, Conditions and Restrictions for Lakeside
Park as Recorded in Inst. #200300096179 in the Office of the Recorder, Hamilton County, Indiana.
Owner /Developer: Skjodt Thomas & Associates
1202 E. 38th Street
Indianapolis, Indiana 46205
PHONE: (317) 920 -1616
CONTACT: Ryan Thomas
Ryan Thomas, President
Before me, the undersigned, a Notary Public in and for said County and State, personally
appeared Raymond H. Roehling, President, Roehling Enterprises, Inc., acknowledged the
execution of this instrument as his voluntary act and deed and affixed his signature
thereto.
Witness my signature and seal this
County of Residence
My commission expires:
day of
2005.
Under authority provided by Indiana Code 36 -7 -4 -710, and ordinances adopted by
the Common Council of the City of Carmel, Indiana, this plat was given approval
by the City of Carmel as follows:
Granted Administrative approval by the Department of Community Services pursuant
to Article XI of the Carmel /Clay Plan Commission's Rules of Procedure on - - - - --
By: --------------- - --
Michael P. Hollibaugh, Director
Department of Community Services
Carmel, Indiana
Notary Public
Print Name
Y��PU�
SEAL:
SHEET 4 OF 4
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SURVEYOR:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
9940 ALLISONVILLE ROAD
FISHERS, INDIANA 46038
PHONE: (317) 849 -5935
OWNER /SUBDIVIDER:
SKJODT THOMAS & ASSOCIATES
1202 E. 38TH STREET
INDIANAPOLIS, INDIANA 4620
PHONE: (317) 920 -1616
CONTACT: RYAN THOMAS
SOURCE OF TITLE:
WARRANTY DEED I =ST.#XXXXXXXXX
DOCKET# 7a L1.00055P- r 0 0'S
PRIMARY PLAT # 040 0032�P
SUBMISSION DA 06 1
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
11HH;1 LAS AT TO E R•A�
SECT O n
oECONDARY PLAT
MONUMENTS
® DENOTES A BRASS, IRON, OR STEEL PIN, 1/2"
MIN. DIA., 24 "LONG WITH 1 -1/2" DIA. TAPERED BRASS
CAP HAVING A CUT "X" IN TOP SET FLUSH WITH THE
FINISH STREET SURFACE.
0 DENOTES A )RON P)PE OR STEEL BAR, 5/8" )N D)A.
M1N., 36" LONG MIN. AT LOT CORNERS.
CI DENOTES A 4 "X4 "X36" LONG PRECAST CONCRETE, STONE,
OR POURED IN PLACE MONUMENT WITH A CROSS CAST IN
THE TOP OR AN IRON OR COPPER DOWEL SET FLUSH WITH
THE TOP OF MONUMENT AND TO BE SET WITH THE FINISH GRADE.
Q DENOTES SECTION CORNER
LEGEND
25 LOT NUMBER
D.U. &S.S.E. DRAINAGE, UTILITY & SANITARY SEWER EASEMENT
D.U. &S.E. DRAINAGE UTILITY & SEWER EASEMENT
0. &U.E. DRAINAGE & UTILITY EASEMENT
' .M. A. E. LANDSCAPE, MAINTENANCE ACCESS EASEMENT
D. E. DRAINAGE EASEMENT
B. L. BUILDING LINE
C. A. COMMON AREA
N.A.E. NON- ACCESS EASEMENT
R.D. &U.E. REGULATED DRAINAGE & UTILITY EASEMENT
SIDE YARD= 10'/ 20' AGGREGATE
REAR YARD= 20'
BUILDING SET BACK= 25'
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
4'' No. =�
Q
900012
STATE OF
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R= 20.00'
L= 26.76'
T =15.81 '
D= 17'37'40
R= 175.00'
L= 53.84'
T=27.13'
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