HomeMy WebLinkAboutSecondary Plat158
POINT OF BEGINNING
WEST ROADSTONE LAKE66 65
67
68
69
71
72
156
157
121st STREET
102.21'92.88'
39.91'
87.63'22.69'108.25'N17°19'21"W 133.62'9 .9 7 '9 5 .6 9 '
7 9 .6 8 '79.68'95.69'86.90'76.26'5.09'N3
0
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2
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1
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3
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'
88.66'S01°41'06"E 126.19'2.74'82.18'50.08'80.67'35.48'2.50'104.01'103.38'118.39'29.00'29.00'131.00'
395.19'
N
4
3
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2
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8
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1
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9
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S5
9
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1
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2
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3
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S73°12
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1
8
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E
1
3
1
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3
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N85°40'05"W 118.44'96.56'N03°29'58"E 96.56'86.52'1 3.7 4 '
1 4 6 .8 7 '144.60'136.25'N5
9
°
4
9
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3
5
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W
1
2
4
.
4
4
'7.60'88.96'65.77'65.77'100.25'S16°05'10"E 81.83'S3
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2
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4
6
"E
1
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'N00°03'23"W 207.59'S03°29'58"W 88.96'N86°30'02"W 131.00'N11°16'29"E 83.89'N00°03'23"W 207.91'S00°03'23"E 126.00'S69°05'
3
3
"
W
1
2
7.
5
4'
N89°56'37"E 301.86'S56°36'36"W 130.94'
12700 S.F.
0.29 AC
15001 S.F.
0.34 AC
12892 S.F.
0.30 AC
14580 S.F.
0.33 AC
11022 S.F.
0.25 AC
12137 S.F.
0.28 AC
19721 S.F.
0.45 AC
12879 S.F.
0.30 AC
11654 S.F.
0.27 AC
14873 S.F.
0.34 AC
15923 S.F.
0.37 AC
20841 S.F.
0.48 AC
336711 S.F.
7.73 AC
12653 S.F.
0.29 AC
STONE LAKEDRIVE159
160
161
162
163
164
165 166
180181
182
183
184
339384 S.F.
7.79 AC
LEGEND:
REPRESENTS A CONCRETE MONUMENT, 4 INCHES SQUARE FOUND.
REPRESENTS A CONCRETE MONUMENT, 4 INCHES SQUARE TO BE SET.
REPRESENTS A 5/8 INCH DIAMETER REBAR WITH A PLASTIC CAP STAMPED WEIHE ENGR. 0012 FOUND.
ALL OTHER LOT CORNERS TO BE MARKED WITH A 5/8 INCH DIA. REBAR WITH A PLASTIC CAP STAMPED WEIHE ENGR. 0012.
REPRESENTS AN ALUMINUM MONUMENT STAMPED WEIHE ENGR. 0012
D.&U.E. - DRAINAGE AND UTILITY EASEMENT
S.D.&U.E. - SEWER, DRAINAGE AND UTILITY EASEMENT.
L.M.E. - LAKE MAINTENANCE EASEMENT.
B.S.L. - BUILDING SETBACK LINE
V.W. - VARIABLE WIDTH
ROW - RIGHT-OF-WAY
N.R. - NON-RADIAL
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
This instrument prepared by: Brady KuhnThis instrument prepared for:
SHEET 1 OF 4
WATERFRONT HOMES
WATERFRONT OF WEST CLAY,
SECTION FIVE "B"
SECONDARY PLAT
W
S
N
E
PRIMARY PLAT DOCKET NUMBER: 78-03 PP AMEND (03050038)
SECONDARY PLAT DOCKET NUMBER: _____________SP
LAND OWNER: PAUL E. AND SHELLEY L. SHOOPMAN
SOURCE OF TITLE: INSTRUMENT NUMBER 2012022221
*NOTE: THE VARIABLE WIDTH D.&U.E. AND L.M.E. WAS ESTABLISHED 15 FEET FROM THE 100 YEAR
FLOOD ELEVATION CONTOUR (899.6 - 1988 DATUM) AS SHOWN ON CONSTRUCTION PLANS. THE
VARIABLE WIDTH SETBACK LINE ALONG THE REAR LINE OF LOTS FRONTING ON THE LAKE IS FOR
BUILDINGS WITH BASEMENTS AND WAS ESTABLISHED 25 FEET FROM SAID CONTOUR LINE.----- SEE SHEET 2 -----
121st STREET
80.79'
112.2
4
'72.44'7 5 .1 9 '1
7
2
.
1
3
'45.54'45.99'
1 0 6 .6 5 '20.90'42.33'4
7
.
4
0
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S
3
9
°
0
4
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4
3
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E
1
7
2
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0
8
'N17°37'22"E 158.22'S
3
9
°
0
4
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4
3
"
E
8
2
.
9
2
'
88.25'95.25'95.25'102.21'S00°03'23"E 126.00'S00°03'23"E 126.00'95.25'88.25'29.35'88.66'95.25'
N89°56'37"E 209.77'N89°56'37"E 186.98'S00°30'57"W 72.44'N
4
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°
3
0
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5
6
"W
2
7
8
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3
2
'23.38'6
6.49'
66.49'
47.57'59.42'13.01'2
2
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9
7
'
7
6
.
6
7
'
1
5
6
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0
7
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1 7 .2
9
'100.64'86.52'
100.25'70.06'
1
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5
4
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7
6
.
6
7
'
N49°29'04"E 120.00'N49°29'04"E 120.00'N49°29'04"E 68.96'S19°52'44"W 72.07'S85°33'58"W 55.93'S12°47'12"W 206.04'N00°03'23"W 207.91'105.01'90.23'S21°35'31"E
130
.95
'
S5
6
°
1
5
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2
7
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E
1
3
1
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4
1
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S82°05'06"E 12
2
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5
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N89°29'03"W 119.80'
N80°07'55"E 1
2
3
.
9
4
'N21°04'14"E 126.16'S00°03'23"E 126.00'N50°36'05"E 131.13'S00°03'23"E 126.00'S89°56'37"W 473.82'S00°30'57"W 225.83'N
4
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6
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1
7
9
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2
1
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N89°56'37"E 301.86'
19305 S.F.
0.44 AC
12002 S.F.
0.28 AC
9200 S.F.
0.21 AC
11769 S.F.
0.27 AC
14868 S.F.
0.34 AC
19456 S.F.
0.45 AC
20841 S.F.
0.48 AC 11282 S.F.
0.26 AC
10754 S.F.
0.25 AC
12107 S.F.
0.28 AC
12069 S.F.
0.28 AC
11927 S.F.
0.27 AC
11119 S.F.
0.26 AC
12001 S.F.
0.28 AC
30921 S.F.
0.71 AC
12653 S.F.
0.29 AC
S
T
O
N
E
L
A
K
E
D
R
I
V
E
N89°31'02"W 99.46'
166 167
179180
178
177
176
175
168 169 170
171
172
173
174
STONE LAKE DRIVE
339384 S.F.
7.79 AC
LEGEND:
REPRESENTS A CONCRETE MONUMENT, 4 INCHES SQUARE FOUND.
REPRESENTS A CONCRETE MONUMENT, 4 INCHES SQUARE TO BE SET.
REPRESENTS A 5/8 INCH DIAMETER REBAR WITH A PLASTIC CAP STAMPED WEIHE ENGR. 0012 FOUND.
ALL OTHER LOT CORNERS TO BE MARKED WITH A 5/8 INCH DIA. REBAR WITH A PLASTIC CAP STAMPED WEIHE ENGR. 0012.
REPRESENTS AN ALUMINUM MONUMENT STAMPED WEIHE ENGR. 0012
D.&U.E. - DRAINAGE AND UTILITY EASEMENT
S.D.&U.E. - SEWER, DRAINAGE AND UTILITY EASEMENT.
L.M.E. - LAKE MAINTENANCE EASEMENT.
B.S.L. - BUILDING SETBACK LINE
V.W. - VARIABLE WIDTH
ROW - RIGHT-OF-WAY
N.R. - NON-RADIAL
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
This instrument prepared for:This instrument prepared by: Brady Kuhn
SHEET 2 OF 4
WATERFRONT HOMES
WATERFRONT OF WEST CLAY,
SECTION FIVE "B"
SECONDARY PLAT
SEE SHEET 3 FOR CURVE DATA TABLE
W
S
N
E
PRIMARY PLAT DOCKET NUMBER: 78-03 PP AMEND (03050038)
SECONDARY PLAT DOCKET NUMBER: ____________ SP
LAND OWNER: PAUL E. AND SHELLEY L. SHOOPMAN
SOURCE OF TITLE: INSTRUMENT NUMBER 2012022221
*NOTE: THE VARIABLE WIDTH D.&U.E. AND L.M.E. WAS ESTABLISHED 15 FEET FROM THE 100 YEAR
FLOOD ELEVATION CONTOUR (899.6 - 1988 DATUM) AS SHOWN ON CONSTRUCTION PLANS. THE
VARIABLE WIDTH SETBACK LINE ALONG THE REAR LINE OF LOTS FRONTING ON THE LAKE IS FOR
BUILDINGS WITH BASEMENTS AND WAS ESTABLISHED 25 FEET FROM SAID CONTOUR LINE.----- SEE SHEET 1 ---------- SEE SHEET 3-----
61
60
59 BLOCK "G"7 5 .1 9 '45.99'
1 0 6 .6 5 '20.90'42.33'4
7
.
4
0
'
S
3
9
°
0
4
'
4
3
"
E
1
7
2
.
0
8
'S00°30'57"W 143.40'123.04'N17°37'22"E 158.22'S
3
9
°
0
4
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4
3
"
E
8
2
.
9
2
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2
2
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9
7
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7
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.
6
7
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70.06'
1
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5
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7
6
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6
7
'N49°29'04"E 120.00'N49°29'04"E 120.00'N49°29'04"E 68.96'S19°52'44"W 72.07'S85°33'58"W 55.93'
N
4
6
°
0
0
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1
0
"W
9
7
.
3
3
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106.65'90.23'S00°30'57"W 225.83'N76°15'
3
1
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W
2
5
0
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4
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N
4
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°
3
0
'
5
6
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1
7
9
.
2
1
'
N89°56'37"E 301.86'
18155 S.F.
0.42 AC
9200 S.F.
0.21 AC
11769 S.F.
0.27 AC
10754 S.F.
0.25 AC
30921 S.F.
0.71 AC
N89°31'02"W 99.46'
177
176
175
174
185
339384 S.F.
7.79 AC
LEGEND:
REPRESENTS A CONCRETE MONUMENT, 4 INCHES SQUARE FOUND.
REPRESENTS A CONCRETE MONUMENT, 4 INCHES SQUARE TO BE SET.
REPRESENTS A 5/8 INCH DIAMETER REBAR WITH A PLASTIC CAP STAMPED WEIHE ENGR. 0012 FOUND.
ALL OTHER LOT CORNERS TO BE MARKED WITH A 5/8 INCH DIA. REBAR WITH A PLASTIC CAP STAMPED WEIHE ENGR. 0012.
REPRESENTS AN ALUMINUM MONUMENT STAMPED WEIHE ENGR. 0012
D.&U.E. - DRAINAGE AND UTILITY EASEMENT
S.D.&U.E. - SEWER, DRAINAGE AND UTILITY EASEMENT.
L.M.E. - LAKE MAINTENANCE EASEMENT.
B.S.L. - BUILDING SETBACK LINE
V.W. - VARIABLE WIDTH
ROW - RIGHT-OF-WAY
N.R. - NON-RADIAL
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
This instrument prepared for:This instrument prepared by: Brady Kuhn
SHEET 3 OF 4
WATERFRONT HOMES
VICINITY MAP
NOT TO SCALE - PROJECT LOCATION
WATERFRONT OF WEST CLAY,
SECTION FIVE "B"
SECONDARY PLATW
S
N
E
PRIMARY PLAT DOCKET NUMBER: 78-03 PP AMEND (03050038)
SECONDARY PLAT DOCKET NUMBER: ____________ SP
LAND OWNER: PAUL E. AND SHELLEY L. SHOOPMAN
SOURCE OF TITLE: INSTRUMENT NUMBER 2012022221
BENCHMARK INFORMATION
BM BOO 54 - A DNR DISK IS LOCATED 1.0 MILE NORTHEAST OF
ZIONSVILLE; 0.2 MILE EAST ALONG WEST 121ST STREET FROM
ITS JUNCTION WITH STATE ROAD 421, AT THE INTERSECTION
OF DAUGHERTY DRIVE AND WEST 121ST STREET, IN THE
NORTHEAST 1/4 OF THE INTERSECTION, AT THE ENTRANCE TO
THE EAGLE VILLAGE SUBDIVISION; SET IN THE TOP OF A
CONCRETE POST, LEVEL WITH THE GROUND; A DEPARTMENT
OF NATURAL RESOURCES BRASS CONTROL STATION TABLET,
STAMPED "BOO 54 1989".
ELEV.: 901.14 FEET (1929 DATUM)
ELEV.: 900.76 FEET (1988 DATUM)
----- SEE SHEET 2---------- SEE SHEET 1 -----*NOTE: THE VARIABLE WIDTH D.&U.E. AND L.M.E. WAS ESTABLISHED 15 FEET FROM THE 100 YEAR
FLOOD ELEVATION CONTOUR (899.6 - 1988 DATUM) AS SHOWN ON CONSTRUCTION PLANS. THE
VARIABLE WIDTH SETBACK LINE ALONG THE REAR LINE OF LOTS FRONTING ON THE LAKE IS FOR
BUILDINGS WITH BASEMENTS AND WAS ESTABLISHED 25 FEET FROM SAID CONTOUR LINE.
66 65
64
63 62
61
60
59
58
57
56
5554
52
53
67
68
69
70 71
72
156
157158
BLOCK "A"BLOCK "G"159
160
161
162
163
164
165 166 167
179180181
178
177
176
175
182
183
184
168 169 170
171
172
173
174
185
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
This instrument prepared for:
LAND DESCRIPTION
PART OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 18
NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN, CLAY
TOWNSHIP, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHWEST
QUARTER; THENCE ALONG THE NORTH LINE OF SAID QUARTER NORTH
89 DEGREES 58 MINUTES 25 SECONDS EAST (BEARING BASED UPON
DIRECTION OF SAID NORTH LINE FROM LIMITED WARRANTY DEED
INSTRUMENT NO. 2012001120) 1367.07 FEET TO A POINT ON THE
NORTHERLY EXTENSION OF THE EAST LINE OF WEST ROAD; THENCE
SOUTH 00 DEGREES 03 MINUTES 23 SECONDS EAST ON AND ALONG
SAID EAST LINE AND ITS NORTHERLY EXTENSION 75.00 FEET TO THE
POINT OF BEGINNING; THENCE SOUTH 00 DEGREES 03 MINUTES 23
SECONDS EAST ON AND ALONG SAID EAST LINE AND ITS NORTHERLY
EXTENSION 17.12 FEET TO THE NORTHWEST CORNER OF THE
SANCTUARY AT 116TH STREET, SECTION TWO “C”, RECORDED AS
INSTRUMENT NUMBER 2018052834 ON FILE IN THE OFFICE OF THE
RECORDER OF HAMILTON COUNTY, INDIANA; THENCE ON AND ALONG
THE EXTERIOR BOUNDARY OF SAID SANCTUARY AT 116TH STREET
SECTION TWO “C” BY THE FOLLOWING SEVEN (7) COURSES: 1) NORTH
90 DEGREES 00 MINUTES 00 SECONDS EAST 257.67 FEET; THENCE 2) 55
DEGREES 58 MINUTES 50 SECONDS EAST 94.77 FEET; THENCE 3) SOUTH
17 DEGREES 47 MINUTES 42 SECONDS EAST 92.03 FEET; THENCE 4)
SOUTH 32 DEGREES 08 MINUTES 48 SECONDS WEST 84.91 FEET;
THENCE 5) SOUTH 29 DEGREES 48 MINUTES 56 SECONDS WEST 130.74
FEET; THENCE 6) SOUTH 26 DEGREES 09 MINUTES 51 SECONDS WEST
35.48 FEET; THENCE 7) SOUTH 03 DEGREES 29 MINUTES 58 SECONDS
WEST 209.89 FEET TO THE NORTHWEST CORNER OF THE SANCTUARY
AT 116TH STREET, SECTION FIVE “A”, RECORDED AS INSTRUMENT
NUMBER _______________ON FILE IN THE OFFICE OF THE RECORDER
OF HAMILTON COUNTY, INDIANA; THENCE ON AND ALONG THE
EXTERIOR BOUNDARY OF SAID SANCTUARY AT 116TH STREET SECTION
FIVE “A” BY THE FOLLOWING THREE (3) COURSES: 1) THENCE SOUTH 86
DEGREES 30 MINUTES 02 SECONDS EAST 702.59 FEET; THENCE SOUTH
45 DEGREES 00 MINUTES 00 SECONDS EAST 400.84 FEET; THENCE
SOUTH 89 DEGREES 29 MINUTES 45 SECONDS EAST 200.01 FEET; TO A
POINT ON THE WEST LINE OF SAID SOUTHWEST QUARTER; THENCE
NORTH 00 DEGREES 30 MINUTES 15 SECONDS EAST ON AND ALONG
SAID WEST LINE 938.22 FEET; THENCE SOUTH 89 DEGREES 58 MINUTES
25 SECONDS WEST 1298.74 FEET; THENCE SOUTH 86 DEGREES 09
MINUTES 34 SECONDS WEST 75.16 FEET THENCE SOUTH 89 DEGREES
58 MINUTES 25 SECONDS WEST 25.00 FEET; THENCE SOUTH 44
DEGREES 57 MINUTES 31 SECONDS WEST 28.28 FEET TO THE POINT OF
BEGINNING, CONTAINING 19.19 ACRES, MORE OR LESS.
REGISTERED LAND SURVEYOR'S CERTIFICATE
I BRADY KUHN, HEREBY CERTIFY THAT I AM A REGISTERED LAND
SURVEYOR, LICENSED IN COMPLIANCE WITH THE LAWS OF THE STATE
OF INDIANA:
THAT THIS PLAT CORRECTLY REPRESENTS A SUBDIVISION OF A
SURVEY COMPLETED BY WEIHE ENGINEERS, INC., ON APRIL 16, 2007,
AND RECORDED AS INSTRUMENT NO. 2008034803 IN THE OFFICE OF
THE RECORDER OF HAMILTON COUNTY, INDIANA. THERE HAS BEEN NO
CHANGE FROM MATTERS OF SURVEY REVEALED BY THE
CROSS-REFERENCED SURVEY, OR ANY PRIOR SUBDIVISION PLATS
CONTAINED THEREIN, ON ANY LINES THAT ARE COMMON WITH THIS
SUBDIVISION.
THAT ALL THE MONUMENTS SHOWN THEREON ACTUALLY EXIST OR
WILL BE INSTALLED AND THAT THE LOCATION, SIZE, TYPE AND
MATERIAL ARE ACCURATELY SHOWN:
AND THAT ALL REQUIREMENTS SPECIFIED IN THE SUBDIVISION
ORDINANCE OF THE CITY OF CARMEL HAVE BEEN MET.
THIS SUBDIVISION CONTAINS 27 LOTS, LABELED 159 THROUGH 185, AND
TWO COMMON AREAS DESIGNATED BLOCKS “A” & "B", TOGETHER WITH
STREET RIGHTS-OF-WAY, ALL AS DELINEATED ON THE WITHIN PLAT.
THE SIZE OF THE LOTS, COMMON AREAS, EASEMENTS AND THE WIDTH
OF THE STREET RIGHTS-OF-WAY ARE SHOWN IN FIGURES DENOTING
FEET AND DECIMAL PARTS THEREOF.
____________________________________________
BRADY KUHN DATE
REGISTERED LAND SURVEYOR NO. 20500007
COMMISSION'S CERTIFICATE
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 PLAN
COMMISSION'S RULES OF PROCEDURE ON _________________________,
20___.
BY: _________________________________________
MICHAEL P. HOLLIBAUGH, DIRECTOR
DEPARTMENT OF COMMUNITY SERVICES
CARMEL, INDIANA
BOARD OF PUBLIC WORKS AND SAFETY CERTIFICATE
THIS PLAT WAS GIVEN APPROVAL BY THE BOARD OF PUBLIC WORKS
AND SAFETY OF THE CITY OF CARMEL, INDIANA, AT A MEETING HELD:
__________________________, 20___.
JAMES BRAINARD, MAYOR MARY ANN BURKE, MEMBER
LORI WATSON, MEMBER CHRISTINE S. PAULEY, CLERK
TREASURER
DEED OF DEDICATION
WE, THE UNDERSIGNED, PAUL AND SHELLEY SHOOPMAN, OWNERS OF
THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY
CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO
HEREBY LAY OFF, PLAT AND SUBDIVIDE, SAID REAL ESTATE IN
ACCORDANCE WITH THE WITHIN PLAT.
THE SUBDIVISION SHALL BE KNOWN AND DESIGNATED AS
WATERFRONT OF WEST CLAY, SECTION FIVE “B”, AN ADDITION TO THE
CITY OF CARMEL, INDIANA. ALL STREETS AND ALLEYS SHOWN AND NOT
HERETOFORE DEDICATED, ARE HEREBY DEDICATED TO THE PUBLIC.
FRONT AND SIDE YARD BUILDING SETBACK LINES ARE HEREBY
ESTABLISHED AS SHOWN ON THIS PLAT, BETWEEN WHICH LINES AND
THE PROPERTY LINES OF THE STREET THERE SHALL BE ERECTED OR
MAINTAINED NO BUILDING OR STRUCTURE.
THERE ARE STRIPS OF GROUND AS SHOWN ON THIS PLAT AND MARKED
“EASEMENT”, RESERVED FOR THE USE OF PUBLIC UTILITIES FOR THE
INSTALLATION OF WATER AND SEWER MAINS, POLES, DUCTS, LINES
AND WIRES, SUBJECT AT ALL TIMES TO THE PROPER AUTHORITIES AND
TO THE EASEMENT HEREIN RESERVED. NO PERMANENT OR OTHER
STRUCTURES ARE TO BE ERECTED OR MAINTAINED UPON SAID STRIPS
OF LAND, BUT OWNERS OF LOTS IN THIS SUBDIVISION SHALL TAKE
THEIR TITLES SUBJECT TO THE RIGHTS OF THE PUBLIC UTILITIES.
THE FOREGOING COVENANTS, OR RESTRICTIONS, ARE TO RUN WITH
THE LAND AND SHALL BE BINDING ON ALL PARTIES AND ALL PERSONS
CLAIMING UNDER THEM UNTIL JANUARY 1, 2042, AT WHICH TIME SAID
COVENANTS, OR RESTRICTIONS, SHALL BE AUTOMATICALLY EXTENDED
FOR SUCCESSIVE PERIODS OF 10 YEARS UNLESS CHANGED BY VOTE
OF A MAJORITY OF THE THEN OWNERS OF THE BUILDINGS COVERED BY
THESE COVENANTS, OR RESTRICTIONS, IN WHOLE OR IN PART.
INVALIDATION OF ANY ONE OF THE FOREGOING COVENANTS OR
RESTRICTIONS, BY JUDGEMENT OR COURT ORDER, SHALL IN NO WAY
AFFECT ANY OF THE OTHER COVENANTS OR RESTRICTIONS, WHICH
SHALL REMAIN IN FULL FORCE AND EFFECT.
THE RIGHT TO ENFORCE THESE PROVISIONS BY INJUNCTION,
TOGETHER WITH THE RIGHT TO CAUSE THE REMOVAL, BY DUE
PROCESS OF LAW, OF ANY STRUCTURE OR PART THEREOF ERECTED
OR MAINTAINED IN VIOLATION HEREOF, IS HEREBY DEDICATED TO THE
PUBLIC, AND RESERVED TO THE SEVERAL OWNERS OF THE SEVERAL
LOTS IN THIS SUBDIVISION AND TO THEIR HEIRS AND ASSIGNS.
TITLE TO THE FOREGOING REAL ESTATE IS SUBJECT TO A CERTAIN
MASTER DECLARATION OF COVENANTS AND RESTRICTIONS OF THE
SANCTUARY AT 116TH STREET, RECORDED AS INSTRUMENT NUMBER
2009-016948, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY,
INDIANA. SUCH DECLARATION OF COVENANTS AND RESTRICTIONS SET
FORTH THEREIN RUN WITH THE LAND DESCRIBED HEREON AND ARE
INCORPORATED HEREIN BY REFERENCE. EACH OWNER OF A LOT
DEPICTED ON THIS PLAT SHALL TAKE TITLE TO SUCH LOT SUBJECT TO
THE TERMS AND CONDITIONS OF SUCH DECLARATION.
WITNESS OUR HANDS AND SEALS THIS _____ DAY OF ________________
________________________, 20___.
PAUL SHOOPMAN SHELLEY SHOOPMAN
STATE OF INDIANA )
) SS:
COUNTY OF HAMILTON )
BEFORE ME THE UNDERSIGNED NOTARY PUBLIC, IN AND FOR THE
COUNTY AND STATE, PERSONALLY APPEARED PAUL SHOOPMAN AND
SHELLEY SHOOPMAN, FOR EACH SEPARATELY AND SEVERALLY
ACKNOWLEDGED THE EXECUTION OF THE FOREGOING INSTRUMENT AS
HIS OR HER VOLUNTARY ACT AND DEED, FOR THE PURPOSES THEREIN
EXPRESSED.
WITNESS MY HAND AN NOTARIAL SEAL THIS _____ DAY OF
______________
_____________________, 20___.
__________________________________________
PRINTED NAME:
MY COMMISSION EXPIRES: ______________________________
I AM A RESIDENT OF ____________________ COUNTY.
This instrument prepared by: Brady Kuhn
SHEET 4 OF 4
WATERFRONT HOMES
SHEET 1
WATERFRONT OF WEST CLAY,
SECTION FIVE "B"
SECONDARY PLAT
KEY MAP
NOT TO SCALE
SHEET 2
PRIMARY PLAT DOCKET NUMBER: 78-03 PP AMEND (03050038)
SECONDARY PLAT DOCKET NUMBER: _________ SP
LAND OWNER: PAUL E. AND SHELLEY L. SHOOPMAN
SOURCE OF TITLE: INSTRUMENT NUMBER 2012022221
STORM WATER OVERFLOW PATHS ARE SHOWN ON THE CONSTRUCTION
PLANS FOR WATERFRONT OF WEST CLAY, SECTION FIVE "B", ON FILE WITH
THE CITY OF CARMEL, INDIANA, DEPARTMENT OF PLANNING.
SHEET 3