HomeMy WebLinkAboutSection 1 Secondary Plat RECORDED 09-30-01LEGEND
LOT NUMBER HAYDEN RUN
DRAINAGE, UTILITY & SANITARY SEWER EASEMENT
DRAINAGE UTILITY & SEWER EASEMENT
DRAINAGE & UTILITY EASEMENT
LANDSCAPE, MAINTENANCE ACCESS EASEMENT
SIGN LANDSCAPE EASEMENT
DRAINAGE EASEMENT SECTION ONE
BUILDING LINE
COMMON AREA SECONDARY PLAT
PRIMARY PLAT #69 -01 PP NOTE:
DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES,
LANDSCAPING MOUNDS, LIGHT POLES OR OTHER
SUCH AMENITIES ARE NOT PERMITTED IN THE
NW COR SW 1/4 RIGHT —OF —WAY.
JN89 C 29 -T18N -R3E N LINE SW 1/4
'3 5'32 "E 1554.58' SEC 29 -T18N -R3E
°B 131ST STREET 131ST STREET
180.90'
(ASSUMED BEARING) I o
O
O
LO
2' N.A.E.
25_D. &U. E. &L_M. A. E.
40' B.L. Uq
C.A. #1 z
15,014. sq.ft.
l
VAR. D.U. &S.E.
& L.M.A. E.
589'36'20 "W
144.41'
O
N
M
wI
M
N •
O
0
1n
80' R/W
ri
M
14,180. sq.ft. a,
10)lo \ v:
L�
1
5_D.U. &S.E. O
S89'36'20 "W 'r-\
G
177.71'
00 — 15' D.U. &S.E. `9
O
r 'a 18, 21 TL. sq.ft.
N /
3 --_�
lu D U &S.5•E o� ��O
6
91.44'
'(P c /2,�
N89'59'34 "W
91.43'
9"P&SeA by
3�:
SURVEYOR:
6
DENNIS D. OLMSTEAD
M
STOEPPELWERTH & ASSOCIATES, INC.
O
9940 ALLISONVILLE ROAD
O
FISHERS, INDIANA 46038
00
PHONE (317) 849 -5935 25
0
D.U. &S. S. E.
z�
OWNER /SUBDIVIDER: D.U. &S.E.
N.P.= 903.00
CENTEX HOMES, A Nevada General Partnership D. &U.E.
N N
6602 EAST 75th STREET, SUITE 100 L.M.A.E.
2 YEAR ELEV.= 905.69
INDIANAPOLIS, IN 46250 S.L.E.
(317) 915 -2200 D.E.
10 YEAR ELEV.= 906.13
B.L.
SUBMISSION DATE: 11/6/01 C.A.
100 YEAR ELEV.= 906.48
SOURCE OF TITLE:
WARRANTY DEED INSTRUMENT 200200015728
BOTTOM ELEV.= 895.00
DOCKET 4137 -01 SP
LEGEND
LOT NUMBER HAYDEN RUN
DRAINAGE, UTILITY & SANITARY SEWER EASEMENT
DRAINAGE UTILITY & SEWER EASEMENT
DRAINAGE & UTILITY EASEMENT
LANDSCAPE, MAINTENANCE ACCESS EASEMENT
SIGN LANDSCAPE EASEMENT
DRAINAGE EASEMENT SECTION ONE
BUILDING LINE
COMMON AREA SECONDARY PLAT
PRIMARY PLAT #69 -01 PP NOTE:
DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES,
LANDSCAPING MOUNDS, LIGHT POLES OR OTHER
SUCH AMENITIES ARE NOT PERMITTED IN THE
NW COR SW 1/4 RIGHT —OF —WAY.
JN89 C 29 -T18N -R3E N LINE SW 1/4
'3 5'32 "E 1554.58' SEC 29 -T18N -R3E
°B 131ST STREET 131ST STREET
180.90'
(ASSUMED BEARING) I o
O
O
LO
2' N.A.E.
25_D. &U. E. &L_M. A. E.
40' B.L. Uq
C.A. #1 z
15,014. sq.ft.
l
VAR. D.U. &S.E.
& L.M.A. E.
589'36'20 "W
144.41'
O
N
M
wI
M
N •
O
0
1n
80' R/W
ri
M
14,180. sq.ft. a,
10)lo \ v:
L�
1
5_D.U. &S.E. O
S89'36'20 "W 'r-\
G
177.71'
00 — 15' D.U. &S.E. `9
O
r 'a 18, 21 TL. sq.ft.
N /
3 --_�
lu D U &S.5•E o� ��O
6
91.44'
'(P c /2,�
N89'59'34 "W
91.43'
2' N.A.E.
`25_D. &U.E. &L.M.A.E_
40' B.L.
suev CW;1RiV
N 89'35' 32 "E
CrI
C
N
v
1100.02'
828.79'
— 25' D. &U.E. &L.M.A.E. —
40' B.L.
FA
' � �kIllrrbllNra�w�p, �
13'-0
GRAPHIC SCALE --- ._.._..�.�..
60 0 30 60 120 240
131ST STREET -
2' N.A.E.
91.42' 9.
3�:
25' D.U. &S.S.E
6
C. A. #2
M
35' B. L.
O
495,639. sq.ft.
O
o
O
00
3
0
`2 13,099, sq.ft.
z�
2' N.A.E.
`25_D. &U.E. &L.M.A.E_
40' B.L.
suev CW;1RiV
N 89'35' 32 "E
CrI
C
N
v
1100.02'
828.79'
— 25' D. &U.E. &L.M.A.E. —
40' B.L.
FA
' � �kIllrrbllNra�w�p, �
13'-0
GRAPHIC SCALE --- ._.._..�.�..
60 0 30 60 120 240
131ST STREET -
2' N.A.E.
0lb S? 816 "E
111. O U 30, 5; 261.12'
'1�b
91.24'
0
96 'v
.. --
... _ ................ .,
\
6
C. A. #2
/
N
'Q
495,639. sq.ft.
5 g
N
& L M A.E.
LAKE #1
\
�\ 92
N.P.= 903.00
N N
2 YEAR ELEV.= 905.69
4 °°
10 YEAR ELEV.= 906.13
N 12,201. sq.ft. 0
•.
100 YEAR ELEV.= 906.48
O
\\
BOTTOM ELEV.= 895.00
M
0
N to
00 VK
708 9)
256^
...
...
C -6
, 27.52 2
-� _ S79•, >
0lb S? 816 "E
111. O U 30, 5; 261.12'
'1�b
91.24'
0
_ 90 46 ' 10' C
S89'59'34 "E 10 D.E. 90.64 181,28'
100.74' N83'11' S8 "E
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.
PC St:dQ 5`
200200071 391
OLYE� Filed for Reror'�i in
HAM J I_T[1N CQt.1t+ITY, J t+4A J RN(t
T MARY L CLARt,
� S .�{�.� f19- 317- c'pt7'e� 11:06 ant.
/ 9M� PLAT
34.00
z
•
MONUMENTS C. A. #3
® 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.
[I
--._ 90.00' \
� -•-� 34.28,
7° 11 5616 s .ft. 3 S86`03'07 "E
� q o M 7
x_ `S�-•- � , E"E . ' 11,700. s`q.'ft' . $
11,197. sq � a.� ' f� � t �. - - � �"•� ,• / o �^�� � � 43� \ \ ' ' " W \ "i5`6 . O • � � \ � j \ �` 6 '` . I o o A `. '
\ `
W 15
U , % \
� O`� I 1I 1, 351. sq.
ft.
86
U
.6 67g 4$ 90.Op 9 N86'04'55 "E
238,31, 6.68 16,191. sq.ft. �
130.13' fn o
-I
S83'5756 .-j 11soz7 ^4- 6
12,542. sq
J
+auununrr
SEE SHEET NO. 2 1)
1S, oq��;y
900012
STATE OF
ennis D. Olmstead '
Registered Land Surveyor �HplpalP � 0
�.'��
No. 900012 ' �O• .............y `
�'�•. SU R� ��.`.
rpnuu+ ► + + +���
( IN FEET )
1 inch = 60 ft.
NE COR SW 1/4
SEC 29 -T18N -R3E
25' D. &U.E. &L.M.A.E. Ln
CL
\ .
40' B.L.
I
z
w
W
w
0
a
W
U
Fw-
Z
3
w
}
Q
z
• N
o
w
0
• I a_
0
C. A. #2
495,639. sq.ft. � 25'
VAR. D.U. &S.E.
& L.M.A.E.
M
10 N M O
o rn �-
. N p. 0'o w II
of j w-j>
W a0 Jwww
Y II w W
96 'v
6
/
N
'Q
5 g
N
N
o 15,811. sq.ft. °o
N N
Zo
4 °°
Zo
o
N 12,201. sq.ft. 0
O
O
M
0
_ 90 46 ' 10' C
S89'59'34 "E 10 D.E. 90.64 181,28'
100.74' N83'11' S8 "E
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.
PC St:dQ 5`
200200071 391
OLYE� Filed for Reror'�i in
HAM J I_T[1N CQt.1t+ITY, J t+4A J RN(t
T MARY L CLARt,
� S .�{�.� f19- 317- c'pt7'e� 11:06 ant.
/ 9M� PLAT
34.00
z
•
MONUMENTS C. A. #3
® 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.
[I
--._ 90.00' \
� -•-� 34.28,
7° 11 5616 s .ft. 3 S86`03'07 "E
� q o M 7
x_ `S�-•- � , E"E . ' 11,700. s`q.'ft' . $
11,197. sq � a.� ' f� � t �. - - � �"•� ,• / o �^�� � � 43� \ \ ' ' " W \ "i5`6 . O • � � \ � j \ �` 6 '` . I o o A `. '
\ `
W 15
U , % \
� O`� I 1I 1, 351. sq.
ft.
86
U
.6 67g 4$ 90.Op 9 N86'04'55 "E
238,31, 6.68 16,191. sq.ft. �
130.13' fn o
-I
S83'5756 .-j 11soz7 ^4- 6
12,542. sq
J
+auununrr
SEE SHEET NO. 2 1)
1S, oq��;y
900012
STATE OF
ennis D. Olmstead '
Registered Land Surveyor �HplpalP � 0
�.'��
No. 900012 ' �O• .............y `
�'�•. SU R� ��.`.
rpnuu+ ► + + +���
( IN FEET )
1 inch = 60 ft.
NE COR SW 1/4
SEC 29 -T18N -R3E
25' D. &U.E. &L.M.A.E. Ln
CL
\ .
40' B.L.
I
z
w
W
w
0
a
W
U
Fw-
Z
3
w
}
Q
z
• N
o
w
0
• I a_
0
C. A. #2
495,639. sq.ft. � 25'
VAR. D.U. &S.E.
& L.M.A.E.
M
10 N M O
o rn �-
. N p. 0'o w II
of j w-j>
W a0 Jwww
Y II w W
w
M
\z
w rn
Z N
J W
W N
Ij
SHEET 1 OF 4
w
Z
.J }boo
I NOOm
i
I
w
M
\z
w rn
Z N
J W
W N
Ij
SHEET 1 OF 4
SURVEYOR:
DENNIS D. OLMSTEAD
STOEPPELWERTH & ASSOCIATES, INC.
'
LEGEND
9940 ALLISONVILLE ROAD
LENGTH
TANGENT
FISHERS, INDIANA 46038
25
LOT NUMBER
PHONE (317) 849 -5935
D.U. &S.S.E.
DRAINAGE, UTILITY & SANITARY SEWER EASEMENT
166.07'
D.U. &S.E.
DRAINAGE UTILITY & SEWER EASEMENT
OWNER /SUBDIVIDER:
D. &U.E.
DRAINAGE & UTILITY EASEMENT
CENTEX HOMES, A Nevada General Partnership
L.M.A.E.
LANDSCAPE, MAINTENANCE ACCESS EASEMENT
6602 EAST 75th STREET, SUITE 100
S.L.E.
SIGN LANDSCAPE EASEMENT
INDIANAPOLIS, IN 46250
D.E.
DRAINAGE EASEMENT
(317) 915 -2200
B.L.
BUILDING LINE
C -4
C. A.
COMMON AREA
SUBMISSION DATE: 11/6/01
123.44'
N65'42'39 "E
SOURCE OF TITLE:
C -5
20.00'
WARRANTY DEED INSTRUMENT 200200015728
17.03'
25.93'
N01'00'02 "E
NOTE:
C -6
DOCKET #137 -01 SP
DECORATIVE
SIGNS, SPRINKLER SYSTEMS, TREES,
PRIMARY PLAT #69 -01 PP
S80'50'05 "W
78'50'28"
LANDSCAPING MOUNDS, LIGHT POLES OR OTHER
SUCH AMENITIES
ARE NOT PERMITTED IN THE
RIGHT -OF -WAY.
S89'S9'34 "E 10 D.E. 90. 46 }81.28'
W83-11'513 "E
100.74'
N A� "\W
hh
N7g�'1220
94.48
C. A. #3
123,868. sq.ft.
VAR. D.U. &S.E.
& L.M.A.E.
CURVE TABLE
'
CURVE
RADIUS
LENGTH
TANGENT
CHORD
CHORD BEARING
DELTA
C -1
200.00'
277.19'
166.07'
255.53'
S40 °05'58 "E
79'24'36"
C -2
200.00'
306.04'
192.04'
277.04'
N35'58'02 "W
87'40'27"
C -3
300.00'
116.58'
59.03'
115.84'
N19'00'07 "E
22'15'52"
C -4
150.00'
127.22'
67.72'
123.44'
N65'42'39 "E
48'35'35"
C -5
20.00'
28.21'
17.03'
25.93'
N01'00'02 "E
80'49'38"
C -6
20.00'
27.52'
16.44'
25.40'
S80'50'05 "W
78'50'28"
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
�:.. °tM
900012
STATE OF
„SU Rv,�
Z
HAYDEN RUN
SECTION ONE
SECONDARY PLAT
SEE SHEET N0. 1
5 79-48'16 "E yU. 00'
239.31' 62.69'
J
O�
N 8 1 °38- -` --
192.77,
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.
0 DENOTES A IRON PIPE OR STEEL BAR, 5/8" IN DIA.
MIN., 36" LONG MIN. AT LOT CORNERS.
p 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.
� o
N �\
0
N
al
0
0
au
Oil
�o
N
;n
� o
a0
0
rn
I
16,191. sq.ft. \
S83-57'56 W
160.27' a'
0
0
10
12,978. sq.ft.
..��N82'07'49" W
130.On'
-j' 1
cri w
11 �V;
11,700. sq.ft.
o
ri
N
I
N82 °07'49" w
130.00' ,
12 11 o
11,700. sq.ft. o
� � o
rn
N82.07'49 "W I
130.00'
D =15 °35'53" C C
R= 265.00' CO
T= 36.30'
L=72.14'
I
70' R/W
4 0
i0
�I
�e1
z 31.:
Q
;n
0
60
r 55 "E
13'
6
. sq.ft
N
K,.3 ,5100 MO
200200071.381.
Filed for' Re(or -d in
HAMILTON COt.1NTY, INDIANA
MARY L CLARK
09- 30- 200p 11:06 am.
PLAT ?co-. oo
GRAPHIC SCALE
30 60 120
( IN FEET )
1 inch = 60 ft.
0
o
� N
cr -!
W
I�
582'07'49',E w
130.00'
tai I m j
00 - `n
o "' 17
ri�
N 11,700. sq.ft. to
0) --15. D1 &S.E.
582'0 7'49 „E
130.00 "
I 5 D. U &S.
o
o
1$
rn 11,700. sq.ft. I N1.
O N
2.5' D. U.
&SSE.J
S82'07'49 "E
130.00'
I5 Dom,& SE.�
0
rn I 19 0
11,700. sq.ft. Io
I o
I0 w
582'07'49 "E w iv
130.00' 0 +�
Ito
I 20
N Io
N 1,1. ,00. sq.ft. o
I I0
130.00'
� I
/ 21 L
12,355. sq.ft.
b4 U. E I o
S;',3-14,04.,
3 E ``
5 04;
o� J / ls• ��
h `) O.
& M
`S9. 7 12,894. sq.ft.
s oo.
N30 °45'25 "E
38.75'
240
O 11 I
'
'w
0 bl
W a
07 0
of
�
13
to
11,700. sq.ft.
4 o
w w
�
10 rn
W C7
N82'07'49" W
I N
of a
130.00'
° w
I
w 0O I
� of
14
a
O
z I
11,249. sq.ft.
I
N a
N,-7,5.27, 29.08,
o
5
W 729 08 M
D =15 °35'53" C C
R= 265.00' CO
T= 36.30'
L=72.14'
I
70' R/W
4 0
i0
�I
�e1
z 31.:
Q
;n
0
60
r 55 "E
13'
6
. sq.ft
N
K,.3 ,5100 MO
200200071.381.
Filed for' Re(or -d in
HAMILTON COt.1NTY, INDIANA
MARY L CLARK
09- 30- 200p 11:06 am.
PLAT ?co-. oo
GRAPHIC SCALE
30 60 120
( IN FEET )
1 inch = 60 ft.
0
o
� N
cr -!
W
I�
582'07'49',E w
130.00'
tai I m j
00 - `n
o "' 17
ri�
N 11,700. sq.ft. to
0) --15. D1 &S.E.
582'0 7'49 „E
130.00 "
I 5 D. U &S.
o
o
1$
rn 11,700. sq.ft. I N1.
O N
2.5' D. U.
&SSE.J
S82'07'49 "E
130.00'
I5 Dom,& SE.�
0
rn I 19 0
11,700. sq.ft. Io
I o
I0 w
582'07'49 "E w iv
130.00' 0 +�
Ito
I 20
N Io
N 1,1. ,00. sq.ft. o
I I0
130.00'
� I
/ 21 L
12,355. sq.ft.
b4 U. E I o
S;',3-14,04.,
3 E ``
5 04;
o� J / ls• ��
h `) O.
& M
`S9. 7 12,894. sq.ft.
s oo.
N30 °45'25 "E
38.75'
240
O 11 I
". W II
I
W a
a0 -1 w
w -
Y I
w w
-i
Q w
of a
° w
Z Q
w 0O I
N a
a]
° I
I O
O
LAKE #3 '
N.P.= 895.50
2 YEAR ELEV.= 898.12
10 YEAR ELEV.= 898.60
100 YEAR ELEV.= 899.62
BOTTOM ELEV.= 887.50
SEE SHEET N0. 3
Co
rn
0
to
IO
O
O
O
w
M
o:
�z
00
(n
w °)
Z_ N
w
i- w v>
z
w
I �
w
a
w
I w
0
F--
o_
w
U
w
LLI
z
o-
V)
I Q
SHEET 2 OF 4
SURVEYOR:
DENNIS D. OLMSTEAD
STOEPPELWERTH & ASSOCIATES, INC.
9940 ALLISONVILLE ROAD
FISHERS, INDIANA 46038
PHONE (317) 849 -5935
OWNER /SUBDIVIDER:
CENTEX HOMES, A Nevada General Partnership
6602 EAST 75th STREET, SUITE 100
INDIANAPOLIS, IN 46250
(317) 915 -2200
SUBMISSION DATE: 11/6/01
SOURCE OF TITLE:
WARRANTY DEED INSTRUMENT 200200015728
DOCKET #137 -01 SP
PRIMARY PLAT #69 -01 PP
GRAPHIC SCALE
60 0 3o s0 1 120 240
( IN FEET )
1 inch = 60 ft.
NOTE:
DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES,
LANDSCAPING MOUNDS, LIGHT POLES OR OTHER
SUCH AMENITIES ARE NOT PERMITTED IN THE
RIGHT —OF —WAY.
Dennis �DOlmstel3d ..���......JJJ
Registered Land Surveyor
No. 900012
1) 0't
No
900012 ° =
STATE OF
iNDWP :OQ
�� SU Rv ° °,•
''lln1+nuill0o.
HAYDEN RUN
j SECTION ONE
SECONDARY PLAT
w
0
N
o�
n
O ^I
z
O I ' tai
°I 13
11,700. sq.ft. m
C
I M I O C
C; O'
l�
--, N82.07' N
130.00'
11,249. sq.ft
52 ' 12g.c
�SO„w
D =15 °35'53'
R= 265.00'
T= 36.30'
L= 72.14'
I
M
129 8
N
SEE SHEET N0. 2
I
11,700. sq.ft. , k•'
1
I
W
S82.07'49 ••E
130.00,
LLi 1 J
ca
C) ;n
°�� � 20
rn�
N 11,700. sq.ft.
582'07'49 "C_ I
LO ---I
M 130.00'
t6 I
I12,355. 21 sq.ft. ho
15,
Ia
S'3 44 04'�• `
5.04,
J 1S'
/1/,Cl
N
22 12,894. sq.ft.
2 •00. / 2
0
soo�
N30 °45'25 "E
38.75'
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.
0 DENOTES A IRON PIPE OR STEEL BAR, 5/8" IN DIA.
MIN., 36" LONG MIN. AT LOT CORNERS.
O 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.
W N
O O
IZ
N
0
I�
ft.* 3 .A* 5V
290200071. f
Filed for' Recor -d in
HAMILTON COUNTY, INDIAN,
MARY L CLARK
1 i CIF
Pi..nT
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
S.L.E.
SIGN LANDSCAPE EASEMENT
D.E.
DRAINAGE EASEMENT
B.L.
BUILDING LINE
C.A.
COMMON AREA
NOTE:
DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES,
LANDSCAPING MOUNDS, LIGHT POLES OR OTHER
SUCH AMENITIES ARE NOT PERMITTED IN THE
RIGHT —OF —WAY.
Dennis �DOlmstel3d ..���......JJJ
Registered Land Surveyor
No. 900012
1) 0't
No
900012 ° =
STATE OF
iNDWP :OQ
�� SU Rv ° °,•
''lln1+nuill0o.
HAYDEN RUN
j SECTION ONE
SECONDARY PLAT
w
0
N
o�
n
O ^I
z
O I ' tai
°I 13
11,700. sq.ft. m
C
I M I O C
C; O'
l�
--, N82.07' N
130.00'
11,249. sq.ft
52 ' 12g.c
�SO„w
D =15 °35'53'
R= 265.00'
T= 36.30'
L= 72.14'
I
M
129 8
N
SEE SHEET N0. 2
I
11,700. sq.ft. , k•'
1
I
W
S82.07'49 ••E
130.00,
LLi 1 J
ca
C) ;n
°�� � 20
rn�
N 11,700. sq.ft.
582'07'49 "C_ I
LO ---I
M 130.00'
t6 I
I12,355. 21 sq.ft. ho
15,
Ia
S'3 44 04'�• `
5.04,
J 1S'
/1/,Cl
N
22 12,894. sq.ft.
2 •00. / 2
0
soo�
N30 °45'25 "E
38.75'
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.
0 DENOTES A IRON PIPE OR STEEL BAR, 5/8" IN DIA.
MIN., 36" LONG MIN. AT LOT CORNERS.
O 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.
W N
O O
IZ
N
0
I�
ft.* 3 .A* 5V
290200071. f
Filed for' Recor -d in
HAMILTON COUNTY, INDIAN,
MARY L CLARK
1 i CIF
Pi..nT
'mss
z
Li
w
a
w
0
w
U
rr
z
Cr
w
V)
r
z
Q
LO
N
0
Li
rn
0
a
0
w
CL
25'
N89 °59'34 "W 100.00'
0-
d'
O
0
O
O
U7
w
M
tY
�Z
w O)
z C1l
J W
w rn
SHEET 3 OF 4
LAKE #3
N.P.= 895.50
2 YEAR ELEV.= 898.12
10
YEAR ELEV.= 898.60
100
YEAR ELEV.= 899.62 e
° BOTTOM ELEV.= 887.50
C. A. #2
495,639. sq.ft.
°
VAR. D.U. &S.E.
& L.M.A.E.
°
'mss
z
Li
w
a
w
0
w
U
rr
z
Cr
w
V)
r
z
Q
LO
N
0
Li
rn
0
a
0
w
CL
25'
N89 °59'34 "W 100.00'
0-
d'
O
0
O
O
U7
w
M
tY
�Z
w O)
z C1l
J W
w rn
SHEET 3 OF 4
SURVEYOR:
DENNIS D. OLMSTEAD
STOEPPELWERTH & ASSOCIATES, INC.
9940 ALLISONVILLE ROAD
FISHERS, INDIANA 46038
PHONE (317) 849 -5935
OWNER /SUBDIVIDER:
CENTEX HOMES , A Nevada General Partnership
6602 EAST 75th STREET, SUITE 100
INDIANAPOLIS, IN 46250
(317) 915 -2200
SUBMISSION DATE: 11/6/01
SOURCE OF TITLE:
WARRANTY DEED INST. 200200015728
DOCKET #137 -01 SP
PRIMARY PLAT #69 -01 PP
HAYDEN RUN
SECTION 1
I, the undersigned Registered Land Surveyor hereby certify that the included plat correctly represents a
subdivision of part of the Southwest Quarter of Section 29, Township 18 North, Range 3 East, Hamilton
County, Indiana, more particularly described as follows:
Commencing at the Northwest corner of the Southwest Quarter; thence North 89 degrees 35 minutes
32 seconds East (assumed bearing) along the North line of said Quarter Section 1,554.58 feet to the
POINT OF BEGINNING of this description; thence North 89 degrees 35 minutes 32 seconds East along
the said North line 1,100.02 feet to the Northeast corner of said Quarter Section; thence South 00
degrees 00 minutes 34 seconds West along the East line of said Quarter Section 1,510.98 feet; thence
North 89 degrees 59 minutes 34 seconds West 100.00 feet; thence North 35 degrees 16 minutes 14
seconds West 345.37 feet; thence North 30 degrees 45 minutes 25 seconds East 38.75 feet; thence
North 59 degrees 51 minutes 57 seconds West 205.00 feet to a point on a curve concave westerly,
the radius point of said curve being North 59 degrees 51 minutes 57 seconds West 265.00 feet from
said point; thence northerly along said curve 72.14 feet to a point on said curve, said point being
South 75 degrees 27 minutes 50 seconds East 265.00 feet from the radius pat of said curve;
thence North 75 degrees 27 minutes 50 seconds West 129.08 feet; thence North 07 degrees 52
minutes 11 seconds East 169.08 feet; thence North 81 degrees 38 minutes 57 seconds West 192.77
feet; thence North 24 degrees 55 minutes 09 seconds West 92.07 feet; thence North 49 degrees 33
minutes 28 seconds West 87.64 feet; thence North 78 degrees 12 minutes 20 seconds West 94.48
feet; thence South 73 degrees 08 minutes 47 seconds West 94.48 feet; thence South 44 degrees 29
minutes 55 seconds West 127.87 feet; thence North 00 degrees 00 minutes 34 seconds East parallel
with the aforesaid East line 749.48 feet to the place of beginning. Containing 24.967 acres, more or
less, subject to all legal highways, rights —of —ways, easements, and restrictions of record.
This subdivision consists of 22 lots numbered 1 -22 (both inclusive) and 3 Common Areas labeled C.A
#1 -3 (both 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 Administrative Code recorded as
Instrument Number 200200015728 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 KA— day of "a" , 2002.
S:40605S1 /LEGAL /PLAT
October 30, 2001
CRM(R) EEF(F)
March 7, 2002 (Rev.) ----�
126TH STREET
KEY MAP
Z
Dennis D. Olmstead
No.' 900012Land Surveyor ```� + +� + +D wOI,,'''��i
0
4
0
W
0
U
900012
y STATE OF
',��q •. yNDIANp
0 Q,•,��3
suRV�
1''148111111111+
200200071381
Filed for Record in
HAMILTON COUNTY, INDIANA
MARY L CLARK,
09- 30 -2002 11:06 am.
PLAT 34.00
tc 3 aye sa
This subdivision shall be known and designated as Hayden Run, Section One a subdivision
in Hamilton County, Indiana. All streets shown and not heretofore
dedicated, are hereby dedicated to the public.
In TestiWony whereof, witness the signature of Owner and Declarant this 13*" day of
MA- - , 2002. This plat is subject_ to Covenants, Conditions and Restrictions for
Hayden Run as Recorded in Inst. AMP24 07I7d0 in the Office of the Recorder, Hamilton County, Indiana.
Owner /Developer: CENTEX HOMES, A Nevada General Partnership
/ 41- �1,4 Z. /�). - � �
Timothy K. McMahon, Division President
Before me, the undersigned, a Notary Public in and for said County and State, personally
appeared Timothy K. McMahon, Division President, Centex Homes, A Nevada General Partnership, and
acknowledged the execution of this instrument as his voluntary act and deed and affixed his signature thereto.
Witness my signature and seal this 1341h day of, 2002.
Notary Public
�%,,ewl�LA/n �
Print Name
County of Residence GZ,VI�� �.0..• ....e
My commission expires: .`S1V11&a✓N •3v %ash']
SEAL
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 appAService the Department of Community Services yy��rs a t
to Article XI of the Car en Commission's Rules of Procedure on �rl��
•
Michael P. Ilibough, Direc
Department If Community
Carmel, Indiana
9.2 Registered Land Surveyor's Certificate:
I, Dennis D. Olmstead, hereby certify that I am a Registered Land Surveyor, licensed in compliance
with the laws of the State of Indiana.
That all the monuments shown thereon actually exist 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.
Dennis D. Olmstead
��� ...........
Registered Land Surveyor : p; NO. p =_
No. 900012 900012 =
' STATE OF
''�•� SURV ,..
9.4 Board of County Commissioners Certificate:
Under authority provided by Chapter 47. Acts of 1951, enacted by the General Assembly of the
State of Indiana, and all acts amendatory thereto, this plat was given approval b the Board of
County Commissioners of Hamilton County, Indiana at a meeting held this day of
2002.
Steven C. Dillinger
Wr N-ome,
Steven A. Holt
BOARD OF COMMISSIONERS OF HAMILTON COUNTY, INDIANA
Robin Mills, Auditor
haron R. Clark
SHEET 4 OF 4