HomeMy WebLinkAboutSecondary Plat Sct. 2 Rcv. 10/29/2008 DOCSNW COR., NE Y
SEC. 20- T18N -R4E
NORTH LINE NE Y4
SEC. 20- T18N -R4E
NW COR., E Y, W Y2, NE Y
SEC. 20 -T18N -R4E
661.91' SOO °08'47"E
S89 °22'1 0 "E 49.22'
I N S89 °22'1 0 "E
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THE WITHIN DESCRIBED TRACT OF LAND LIES WITHIN FLOOD
HAZARD ZONE X (UNSHADED) AS SAID TRACT PLOTS BY
SCALE ON COMMUNITY PANEL NUMBER 18057 CO226 F
THE FLOOD INSURANCE RATE MAPS FOR HAMILTON
COUNTY, INDIANA (MAPS DATED FEBRUARY 19, 2003)
R= 20.00'
L= 31.40'
S89 0511 18 71 W
122.46'
122.46'
25' DU &SE
231.80'
W
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STAFFORD LANE
SECTION 2
SECONDARY PLAT
PART OF THEE 1/2 OF THEW 1/2
OF THE NE 1/4 SEC. 20- T18N -R4E
HAMILTON COUNTY, INDIANA
PRIMARY PLAT DOCKET #08050024 PP AMEND
SECONDARY PLAT DOCKET #08080001 SP
SALSBERRY BROTHERS LANDSCAPE, INC.
0.8.
INSTR. #200200008920 PARCEL III
•P. �
N89 ° 2210 " W 430.15
96.01' 10' IF 334.14' 10' LE
34
9 s ' 0 15.599 S.F. gc�'�
CD LLI 17,358 S. F.
QI �I \ \ COMMON AREA "Dl
O
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852763 S.F.
35 \
° co I \ 13,600 S.F.
10
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00 I I \ �� ° 35.99
° 2017 W
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\oG N 35 W 11 �sF
z J \ 33.99
_Q I 20, 806 S.F. o ,
I R= 125.00-
L= 29.11'
s8 �� �I 1ti1� ��9 oo R= 175.00'
��ts'' .
R= 2000' o , L= 126.77
12 --
26.76' ��
I �` �O" »
I J 'C �'� S894851 o > W
23, S.F. 027
I I F 7.07
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N85'06'19 "W \ � Se
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a I 158.96' Vol
I / / COMMON AREA E
�I d / � / 93,734 S.F.
13 l�
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20 S. F. I
i 177 1N l
4
FOR CONTINUA11ON SEE SHEET 2
R= 20.00'
L=31.43'
OWNER /SUBDIVIDER
THE DREES COMPANY
6650 TELECOM DR. SUITE 200
INDIANAPOLIS, IN. 46278
SURVEYOR
THE SCHNEIDER CORPORATION
8901011S AVENUE
INDIANAPOLIS, IN. 46216
(317) 826 -7100 S -
THIS INSTRUMENT WAS PREPARED
BY STEVEN W. REEVES
REGISTERED LAND SURVEYOR
INDIANA #LS20400005
HISTORIC FORT HARRISON
8901 OTIS AVENUE
INDIANAPOLIS, INDIANA 46216
TELEPHONE (317) 826 -7100
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(ASSUMED NORTH)
SCALE: 1 "= 50'
50 0 25 50
FOR LAND DESCRIPTION SEE SHEET 4
FOR CURVE DATA SEE SHEET 3
0
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SHEET 1 OF 4
JOB # 5622.002 R: \5622 \002 \DWGS \SECTION 2 \5622002- 26S.dwg�
DATE: 10 -24 -08
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OWNER /SUBDIVIDER
9C' THE DREES CO
MPANY
6650 TELECOM DR. SUITE 200
q�Q INDIANAPOLIS, IN. 46278
�s SURVEYOR
FF SECONDARY PLAT THE SCHNEIDER CORPORATION
PART OF THE 8901 OTIS AVENUE
E 1/2 OF THE W 1/2
/ OF
INDIANAPOLIS, IN. 46216
/ THE NE 1/4 SEC. 20- T18N -R4E (317) 826-7100
HAMILTON COUNTY, INDIANA THIS INSTRUMENT WAS PREPARED
' BY STEVEN W. REEVES
REGISTERED LAND SURVEYOR
I r - INDIANA
0
HISTORIC FORT HARRISON
I 8901 O_nS A1,ENUE
I INDIANAPOLIS, INDL NA 46216
COMMON AREA " " I - TELEPHONE (317) ,626 -7100
E
93,734 S.F.
I I
i 1
I LEGEND �
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0 - NDICATES STREET CENTERLINE I� .
I MONUMENTATION - SEE NOTE SHEET 1 I
50' R/W w
I - INDICATES CONCRETE MONUMENT - 00
NOT
I _ ®_ SEE E SHEET 1 I o NOTE
� - � ®- INDICATES 5/8* R ®AR W /-LOW o
° I SUBDIVISION MONUMENTS ARE REQUIRED PER -LE 865 (STATE
;r, I CAP STAMPED "SCHNEIDER ENG FIRM I z BOARD OF REGISTRATION FOR LAND SURVEYOFS) IAC 1- 12 -18.
N ( (ASSUMED NORTH) p � - DRAINAGE � 1 I STREET
AND SEWER CENTERLINE MONUMENTS SHALL BE 5/3 DIA. BRASS,
SCALE: 1 "_ 50' SElor'�� I co IRON OR STEEL PIN W/ 1 1/2" DIA. CAP STAkIPED "SCHNEIDER
DRAINAGE EASEMENT o FIRM NO. 0001 ".
50 0 25 50 EL - BUILD LINE I N
S.F. - SQUARE FOOTAGE I SUBDIVISION BOUNDARY MONUMENTS SHALL BE 4 "X4 "X36"
RI'1N RiQT - -OF -WAY CONCRETE MONUMENTS WITH IRON OR COPPER DOWEL SET FLUSH
N.F -- NON.-RADIAL I WITH TOP OF MONUMENT, SCORED ON TOP WITH A CROSS.
I FOR LAND DESCRIPTION SEE SHEET 4 t.* APE EASEMENT
IFOR CURVE DATA SEE SHEET 3 LOT CORNER MONUMENTS SHALL BE 5/8" X 33" METAL ROD
I W /CAP STAMPED 'SCHNLjER ENG FIRM #0001'.
I I UNLESS OTHERWISE REQUIRED BY LOCAL ORDINANCE THE
N89 °51'1 3"E 280,00' INSTALLA11ON OF AFOREMENTIONED MONUMENTi MAY BE DELAYED
FOR UP TO TWO YEARS FROM RECORDATION CF THE PLAT PER
140.00 STANDARDS AS SET FORTH IN TITLE 865 IAC i -12 -18
IV) SUBSECTION 89 °51' '� SUBSECTION (b)(1)(2).
0 13E
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N89 °51 1 p
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140.00' o
� � � f �,,: tf �- ----�- ...... ., f � wit 30
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° 14, 000 S.F. j r._..i'. h,, r ;'
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AREA LOCATION- MAP
FOR COONUA11ON SEE SHEET 3
SH EET 2 OF 4
JOB # 5622.002 R:Ai2_2\(1f1� \�lly(����3L�?'fS� "1,'f�.bwg
DATE: 10 -24 -08
LEGEND-
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10
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0
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NOTE SHEET 1
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N
13,514 S.'['--.
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0 - INDICATES 5/80 REBAR W /YELLOW CAP STAMPED
C3 c°
'SCHNEIDER ENG FIRM j0001 • - SEE NOTE SHEET 1
DU&SE - DRAINAGE UTILITY AND SEWER EASEMENT
CD
L
1�a" DU &SE
DE - DRAINAGE EASEMENT
S89 *48'51 "� +►
BL -BUILD LINE
S.F. - SQUARE FOOTAGE
134.14
R/W - RIGHT- OF-WAY
_
10' DU &SE
—\
N.R. - NON- RADIAL
5 0,
LE - LANDSCAPE EASEMENT
34
9 s ' 0 15.599 S.F. gc�'�
CD LLI 17,358 S. F.
QI �I \ \ COMMON AREA "Dl
O
I o I � S \ � DU &SE
852763 S.F.
35 \
° co I \ 13,600 S.F.
10
V) c0 19,966 S.F.
CD CD
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.°,
Of �� � pG s � N89048'511
C) 512 , �s \ °d, �c� ►�Qj »
C) I I 22g �6 \ j� �, . S46017'01 , E
00 I I \ �� ° 35.99
° 2017 W
o � »
\oG N 35 W 11 �sF
z J \ 33.99
_Q I 20, 806 S.F. o ,
I R= 125.00-
L= 29.11'
s8 �� �I 1ti1� ��9 oo R= 175.00'
��ts'' .
R= 2000' o , L= 126.77
12 --
26.76' ��
I �` �O" »
I J 'C �'� S894851 o > W
23, S.F. 027
I I F 7.07
I 5 �
N85'06'19 "W \ � Se
w O /
a I 158.96' Vol
I / / COMMON AREA E
�I d / � / 93,734 S.F.
13 l�
I ° I
20 S. F. I
i 177 1N l
4
FOR CONTINUA11ON SEE SHEET 2
R= 20.00'
L=31.43'
OWNER /SUBDIVIDER
THE DREES COMPANY
6650 TELECOM DR. SUITE 200
INDIANAPOLIS, IN. 46278
SURVEYOR
THE SCHNEIDER CORPORATION
8901011S AVENUE
INDIANAPOLIS, IN. 46216
(317) 826 -7100 S -
THIS INSTRUMENT WAS PREPARED
BY STEVEN W. REEVES
REGISTERED LAND SURVEYOR
INDIANA #LS20400005
HISTORIC FORT HARRISON
8901 OTIS AVENUE
INDIANAPOLIS, INDIANA 46216
TELEPHONE (317) 826 -7100
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(ASSUMED NORTH)
SCALE: 1 "= 50'
50 0 25 50
FOR LAND DESCRIPTION SEE SHEET 4
FOR CURVE DATA SEE SHEET 3
0
i
SHEET 1 OF 4
JOB # 5622.002 R: \5622 \002 \DWGS \SECTION 2 \5622002- 26S.dwg�
DATE: 10 -24 -08
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23,027 S.F.
OWNER /SUBDIVIDER
9C' THE DREES CO
MPANY
6650 TELECOM DR. SUITE 200
q�Q INDIANAPOLIS, IN. 46278
�s SURVEYOR
FF SECONDARY PLAT THE SCHNEIDER CORPORATION
PART OF THE 8901 OTIS AVENUE
E 1/2 OF THE W 1/2
/ OF
INDIANAPOLIS, IN. 46216
/ THE NE 1/4 SEC. 20- T18N -R4E (317) 826-7100
HAMILTON COUNTY, INDIANA THIS INSTRUMENT WAS PREPARED
' BY STEVEN W. REEVES
REGISTERED LAND SURVEYOR
I r - INDIANA
0
HISTORIC FORT HARRISON
I 8901 O_nS A1,ENUE
I INDIANAPOLIS, INDL NA 46216
COMMON AREA " " I - TELEPHONE (317) ,626 -7100
E
93,734 S.F.
I I
i 1
I LEGEND �
w
0 - NDICATES STREET CENTERLINE I� .
I MONUMENTATION - SEE NOTE SHEET 1 I
50' R/W w
I - INDICATES CONCRETE MONUMENT - 00
NOT
I _ ®_ SEE E SHEET 1 I o NOTE
� - � ®- INDICATES 5/8* R ®AR W /-LOW o
° I SUBDIVISION MONUMENTS ARE REQUIRED PER -LE 865 (STATE
;r, I CAP STAMPED "SCHNEIDER ENG FIRM I z BOARD OF REGISTRATION FOR LAND SURVEYOFS) IAC 1- 12 -18.
N ( (ASSUMED NORTH) p � - DRAINAGE � 1 I STREET
AND SEWER CENTERLINE MONUMENTS SHALL BE 5/3 DIA. BRASS,
SCALE: 1 "_ 50' SElor'�� I co IRON OR STEEL PIN W/ 1 1/2" DIA. CAP STAkIPED "SCHNEIDER
DRAINAGE EASEMENT o FIRM NO. 0001 ".
50 0 25 50 EL - BUILD LINE I N
S.F. - SQUARE FOOTAGE I SUBDIVISION BOUNDARY MONUMENTS SHALL BE 4 "X4 "X36"
RI'1N RiQT - -OF -WAY CONCRETE MONUMENTS WITH IRON OR COPPER DOWEL SET FLUSH
N.F -- NON.-RADIAL I WITH TOP OF MONUMENT, SCORED ON TOP WITH A CROSS.
I FOR LAND DESCRIPTION SEE SHEET 4 t.* APE EASEMENT
IFOR CURVE DATA SEE SHEET 3 LOT CORNER MONUMENTS SHALL BE 5/8" X 33" METAL ROD
I W /CAP STAMPED 'SCHNLjER ENG FIRM #0001'.
I I UNLESS OTHERWISE REQUIRED BY LOCAL ORDINANCE THE
N89 °51'1 3"E 280,00' INSTALLA11ON OF AFOREMENTIONED MONUMENTi MAY BE DELAYED
FOR UP TO TWO YEARS FROM RECORDATION CF THE PLAT PER
140.00 STANDARDS AS SET FORTH IN TITLE 865 IAC i -12 -18
IV) SUBSECTION 89 °51' '� SUBSECTION (b)(1)(2).
0 13E
co I I
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to
CD
N 15, 400 S.F.
I i�
W
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Ip
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CD
J I N89 °51'13 "E I CD
Q I
140. 00' IN ° 146th Street
co
LC7 I r r I--- .....^_ W
W..—
00
-
31
I
t
I-
°
°
14;000 S.F. —
00
N89 °51 1 p
CD r
140.00' o
� � � f �,,: tf �- ----�- ...... ., f � wit 30
M -r-
° 14, 000 S.F. j r._..i'. h,, r ;'
I I _
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f ff f f .... .........� i
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N89 °51 13 E ,� � -. S.�bdivis `nJ
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140.00' ; ,��r:
jff V
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CD
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I° 1 ? i ':, I IWedgeWo d I
14,000 S.F. a 1- -'r ivlIon .�- C[[,
AREA LOCATION- MAP
FOR COONUA11ON SEE SHEET 3
SH EET 2 OF 4
JOB # 5622.002 R:Ai2_2\(1f1� \�lly(����3L�?'fS� "1,'f�.bwg
DATE: 10 -24 -08
Uft
0 - INDICATES STREET CENTERLINE MONUMENTATION - SEE
NOTE SHEET 1
® - INDICATES CONCRETE MONUMENT - SEE NOTE SHEET 1
O - INDICATES 5/8' REBAR W/YELLOW CAP STAMPED
'SCHNEIDER ENG FIRM J0001' - SEE NOTE SHEET 1
DU&SE - DRAINAGE UTILITY AND SEWER EASEMENT
DE - DRAINAGE EASEMENT
BL - BUILD LINE
S.F. - SQUARE FOOTAGE
R/W - RIGHT -OF -WAY
N.R. - NON - RADIAL
LE - LANDSCAPE EASEMENT
FOR COONUA11ON SEE SHEET 2
I L_ 10' DU &SE I
N89 °51'13 "E
142.00' I
I � 10 DU &SE -1
I � I
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CD �I 1 19 Q I
co C5
CD 14 200 S F I " CD
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STAFFORD LANE
SECTION 2
SECONDARY PLAT
PART OF THEE 1/2 OF THEW 1/2
OF THE NE 1/4 SEC. 20- T18N -R4E
HAMILTON COUNTY, INDIANA
N89'51'131
140.00' 1
1
I
29 to
14,000 S.r. 1
N89'51'13 "E
140.00'
28
14,000 S.F.
N89'51'13 "E
0 140.00'
O J
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20
00
0
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� c1 14,449 S.F. o R= 140.00'
CO -I
of I�
\ 27
L= 104.02 S O _
15,445 S.F. �0 0 ,
I � � I 105 4 S ,
w I 3
N89 51 13 E N 89 51 13 E
153.58' ��; 4.09 o °s �'`�� �& ' ` 5 100.72
00 w
LLJ N �, NSF C.A. F v ,`
w o I 1 DU &SE ,
22 a ; � � � P �
W z 1 .��� 1�, 5 500 S.F. Q'
I 16016 SF
i
i
(ASSUMED NORTH)
SCALE: 1 °= 50'
50 0 25 50
FOR LAND DESCRIPTION SEE SHEET 4
FOR CURVE DATA SEE SHEET 3
OWNER /SUBDIVIDER
THE DREES COMPANY
6650 TELECOM DR. SUITE 200
INDIANAPOLIS, IN. 46278
SURVEYOR
THE SCHNEIDER CORPORATION
8901 OT1S AVENUE
INDIANAPOLIS, IN. 46216
(317) 826 -7100
THIS INSTRUMENT WAS PREPARED
BY STEVEN W. REEVES
REGISTERED LAND SURVEYOR
INDIANA #LS20400005
HISTORIC FORT HARRISON
8901 OTIS AVENUE
INDIANAPOLIS, INDIANA 46216
TELEPHONE (317) 826 -7100
ZONING -R1 /RESIDENCE -ROSO
SETBACKS
FRONT 35 FT
REAR 20 FT
SIDE 10 FT, MIN. AGG. 20 FT
THE REQUIRED SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR EACH
FOOT SUCH STRUCTURE EXCEEDS TWENTY -FIVE
(25) FEET IN HEIGHT.
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
CHORD DIRECTION
DELTA ANGLE
C1
275.00'
168.72'
87.11'
166.08
S1 7'45'43"E
35'09'08"
C2
300.00'
184.06'
°I
181.18
S1 7'45'43 "E
35'09'08"
C3
325.00'
199.39'
102.95'
ow
S1 7'45'43 "E
35'09'08"
C4
125.00'
119.57'
1
115.07
S271 5'28"W
5448'30"
CD CD
I
143.49'
'77.77'
138.08
S271 5'28"W
5448'30"
C6
175.00'
167.40'
90.73'
161.09
I
54'48'30"
C7
140.00'
286.77'
230.09'
239.20
S5849'39 "E
� ate..
C8
165.00'
460.58'
.
N89 51 13 E
324.95
I
159'56'06"
C9
190.00'
>z
C `�
35.80'
70.36
510'49'00 "E
21'20'27„
C10
190.00'
330.75'
225.39'
290.54
N69'47'17 "E
142.00'
C11
140.00'
I
54.55'
101.65
N4112'18 "E
42'34'21"
C12
50.00'
163.64'
CD
vo
�
1
187'30'55"
i
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20
1
I
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14, 200 S.F.
o
4
1
I
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N89 °51'13 "E
Z
142.00'
I
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21
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C5°
N
STAFFORD LANE
SECTION 2
SECONDARY PLAT
PART OF THEE 1/2 OF THEW 1/2
OF THE NE 1/4 SEC. 20- T18N -R4E
HAMILTON COUNTY, INDIANA
N89'51'131
140.00' 1
1
I
29 to
14,000 S.r. 1
N89'51'13 "E
140.00'
28
14,000 S.F.
N89'51'13 "E
0 140.00'
O J
N m
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Igo
20
00
0
V) �
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° Z
O
� c1 14,449 S.F. o R= 140.00'
CO -I
of I�
\ 27
L= 104.02 S O _
15,445 S.F. �0 0 ,
I � � I 105 4 S ,
w I 3
N89 51 13 E N 89 51 13 E
153.58' ��; 4.09 o °s �'`�� �& ' ` 5 100.72
00 w
LLJ N �, NSF C.A. F v ,`
w o I 1 DU &SE ,
22 a ; � � � P �
W z 1 .��� 1�, 5 500 S.F. Q'
I 16016 SF
i
i
(ASSUMED NORTH)
SCALE: 1 °= 50'
50 0 25 50
FOR LAND DESCRIPTION SEE SHEET 4
FOR CURVE DATA SEE SHEET 3
OWNER /SUBDIVIDER
THE DREES COMPANY
6650 TELECOM DR. SUITE 200
INDIANAPOLIS, IN. 46278
SURVEYOR
THE SCHNEIDER CORPORATION
8901 OT1S AVENUE
INDIANAPOLIS, IN. 46216
(317) 826 -7100
THIS INSTRUMENT WAS PREPARED
BY STEVEN W. REEVES
REGISTERED LAND SURVEYOR
INDIANA #LS20400005
HISTORIC FORT HARRISON
8901 OTIS AVENUE
INDIANAPOLIS, INDIANA 46216
TELEPHONE (317) 826 -7100
ZONING -R1 /RESIDENCE -ROSO
SETBACKS
FRONT 35 FT
REAR 20 FT
SIDE 10 FT, MIN. AGG. 20 FT
THE REQUIRED SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR EACH
FOOT SUCH STRUCTURE EXCEEDS TWENTY -FIVE
(25) FEET IN HEIGHT.
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
CHORD DIRECTION
DELTA ANGLE
C1
275.00'
168.72'
87.11'
166.08
S1 7'45'43"E
35'09'08"
C2
300.00'
184.06'
95.03'
181.18
S1 7'45'43 "E
35'09'08"
C3
325.00'
199.39'
102.95'
196.28
S1 7'45'43 "E
35'09'08"
C4
125.00'
119.57'
64.81'
115.07
S271 5'28"W
5448'30"
C5
150.00'
143.49'
'77.77'
138.08
S271 5'28"W
5448'30"
C6
175.00'
167.40'
90.73'
161.09
S27'1 5'28 "W
54'48'30"
C7
140.00'
286.77'
230.09'
239.20
S5849'39 "E
117'21'45"
C8
165.00'
460.58'
932.67'
324.95
S80'06'50 "E
159'56'06"
C9
190.00'
70.77'
35.80'
70.36
510'49'00 "E
21'20'27„
C10
190.00'
330.75'
225.39'
290.54
N69'47'17 "E
99'44'20"
C11
140.00'
104.02'
54.55'
101.65
N4112'18 "E
42'34'21"
C12
50.00'
163.64'
x61.30'
99.79
S40'54'53 "E
187'30'55"
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SW COR., E Y, W Y, NE Y
SEC. 20- T18N -R4E
- - - 107.94' 10' LE 100.03'
N89 °19'59 "W
SOUTH LINE, E Y, W Y, NE Y
SEC. 20 -T18N -R4E
114.91 10 LE 179.14'
663.75' 4
SW COR., E Y, W
SEC. 20- T18N -R4E
SHEET 3 OF 4
JOB # 5622.002 R:: \5622 \002 \DWGS \SECTION 2 \5622002- 2BS.dwg�
DATE: 10 -24 -08
OWNER/SUBDIVIDER
THE DREES COMPANY
6650 TELECOM DR. SUITE 200
INDIANAPOLIS, IN. 46278
SURVEYOR
THE scHNeiDEa coRPoRanoN
89010T1S AVENUE
INDIANAPOLIS, IN. 46216
(317 ) 826 -7100
S'URVEYOR'S CERTIFICATE
STAFFORD LANE
SECTION 2
SECONDARY PLAT
PART OF THEE 1/2 OF THEW 1/2
OF THE NE 1/4 SEC. 20- T18N -R4E
unAwn Tnnl rnHnrtv uminnin
LAND DESCRIPTION
Part of the East Half of the West Half of the Northeast Quarter of Section 20, Township 18 North, Range 4 East of the
Second Principal Meridian in Clay Township, Hamilton County, Indiana, more particularly described as follow:
Commencing at a Harrison Monument found per Hamilton County Surveyors ties marking the Northwest corner of said
Northeast Quarter; thence South 89 degrees 22 minutes 10 seconds East (bearings are based on NAD83 Indiana State
Plane Coordinate System, East Zone) along the North line of said Quarter Section a distance of 661.91 feet to the
Northwest corner of the East Half of the West Half of said Northeast Quarter Section; thence South 00 degrees 08
minutes 47 seconds East along the West line of said Half -Hoff Quarter Section a distance of 49.22 feet; thence South
89 degrees 22 minutes 10 seconds East parallel with said North line a distance of 231.80 feet; thence South 00
degrees 11 minutes 09 seconds East parallel with the East line of said Half Half Quarter Section a distance of 963.28
feet to the POINT OF BEGINNING; thence South 89 degrees 48 minutes 16 seconds West a distance of 40.00 feet;
thence South 00 degrees 11 minutes 09 seconds East parallel with said East line a distance of 18.17 feet; thence South
89 degrees 48 minutes 51 seconds West a distance of 50.00 feet to a point on a non - tangent curve having a radius
of 20.00 feet, the radius point of which bears South 89 degrees 48 minutes 51 seconds West; thence northerly,
northwesterly and westerly along said curve on arc distance of 31.40 feet to a point which bears North 00 degrees 08
minutes 42 seconds West from said radius point; thence South 89 degrees 51 minutes 18 seconds West a distance of
122.46 feet to the West line of said Half Half Quarter Section; thence South 00 degrees 08 minutes 47 seconds East
along said West line a distance of 1634.80 feet to the southwest corner of said Half Half Quarter Section; thence South
89 degrees 19 minutes 59 seconds East along the South line of said West Half a distance of 663.75 feet to the
southeast corner of said Half Half Quarter Section; thence North 00 degrees 11 minutes 09 seconds West along the
East line of said West Half a distance of 232.08 feet; thence South 89 degrees 51 minutes 13 seconds West a distance
of 100.72 feet; thence North 70 degrees 04 minutes 53 seconds West a distance of 105.72 feet to a point on a
non - tangent curve having a radius of 140.00 feet, the radius point of which bears North 70 degrees 04 minutes 53
seconds West; thence southerly and southwesterly along said curve an arc distance of 104.02 feet to a point which
bears South 27 degree-) 30 minutes 31 seconds East from said radius point; thence North 45 degrees 08 minutes 47
seconds West a distance of 91.00 feet; thence North 00 degrees 08 minutes 47 seconds West parallel with the West
line of said Half Half Quarter a distance of 590.00 feet; thence North 89 degrees 51 minutes 13 seconds East a
distance of 140.00 feet; thence North 00 degrees 08 minutes 47 seconds West parallel with said West line a distance
of 305.13 feet to a point on a tangent curve having a radius of 20.00 feet, the radius point of which bears South 89
degrees 51 minutes 13 seconds West; thence northerly, northwesterly and westerly along said curve an arc distance of
31.43 feet to a point which bears North 00 degrees 11 minutes 09 seconds West from said radius point; thence South
89 degrees 48 minutes 51 seconds West a distance of 7.07 feet to a point on a tangent curve having a radius of
175.00 feet, the radius point of which bears North 00 degrees 11 minutes 09 seconds West; thence westerly and
northwesterly along said curve on arc distance of 126.77 feet to a point which bears South 41 degrees 19 minutes 10
seconds West from said radius point; thence North 41 degrees 19 minutes 10 seconds East a distance of 50.00 feet to
a point on a non- tangent curve having a radius of 125.00 feet, the radius point of which bears North 41 degrees 19
minutes 10 seconds East; thence northwesterly along said curve on arc distance of 29.11 feet to a point which bears
South 54 degrees 39 minutes 43 seconds West from said radius point; thence North 35 degrees 20 minutes 17 seconds
West a distance of 33.99 feet; thence North 54 degrees 39 minutes 43 seconds East a distance of 139.18 feet; thence
South 46 degrees 17 minutes Ol seconds East a distance of 35.99 feet; thence North 89 degrees 48 minutes 51
seconds East a distance of 200.00 feet to the East line of said Half Half Quarter; thence North 00 degrees 11 minutes
09 seconds West along said East line a distance of 278.98 feet; thence North 89 degrees 22 minutes 10 seconds West
a distance of 430.15 feet to the point of beginning. Containing 17.46 acres, more or less.
THIS SUBDIVISION CONSISTS OF 28 LOTS NUMBERED 8 THROUGH 35 AND COMMON AREAS TOGETHER WITH EASEMENTS AS
SHOWN HEREON.
THE SIZE OF LOTS AND COMMON AREAS AND WIDTHS OF EASEMENTS ARE SHOWN IN FIGURES DENOTING FEET AND
DECIMAL PARTS THEREOF.
CROSS- REFERENCE IS HEREBY MADE TO SURVEY PLAT RECORDED AS INSTRUMENT NO. _ 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 IN 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 SURVEY REVEALED BY THE CROSS- REFERENCED SURVEY ON ANY LINES THAT ARE
COMMON WITH THE NEW SUBDIVISION. I FURTHER CERTIFY THAT THE SAID SUBDIVISION WAS PLATTED UNDER MY DIRECT
SUPERVISION AND CONTROL AND IS TRUE AIND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
WITNESS MY SIGNATURE THIS DAY OF
��
�i
�NW.�F / / / ///
STEVEN W. REEVES`'���•���STERFFF
REGISTERED LAND SURVEYOR No. •�
INDIANA - #LS20400005 =
LS204DO005
STATE OF
C�•••••�tiDIANP
STATE OF INDIANA •S.0
rruannnlllllll\\\\
SS:
COUNTY OF
BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC, PERSONALLY APPEARED STEVEN W. REEVES AND ACKNOWLEDGED
THE EXECUTION OF THE FOREGOING INSTRUMENT AS HIS VOLUNTARY ACT AND DEED FOR THE PURPOSE EXPRESSED
HEREIN.
WITNESS MY HAND AND SEAL THIS DAY OF
NOTARY PUBLIC
MY COMMISSION EXPIRES
(PRINTED NAME - NOTARY PUBLIC)
COUNTY OF RESIDENCE
THIS INSTRUMENT WAS PREPARED
BY STEVEN W. REEVES
REGISTERED LAND SURVEYOR
INDIANA #LS20400005
HISTORIC FORT HARRISON
8901 OTTS AVENUE
INDIANAPOLIS, INDIANA 46216
TELEPHONE (317) 826 -7100
SOURCE OF TITLE
INSTR No
DEDICATION CERTIFICATE
THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN AND RECORDED IN THE OFFICE OF THE RECORDER
OF HAMILTON COUNTY, INDIANA, 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.
THIS SUBDIVISION SHALL BE KNOWN AND DESIGNATED AS STAFFORD LANE, SECTION 2 AN ADDITION IN HAMILTON COUNTY, INDIANA.
ALL STREETS SHOWN ON THIS PLAT AND NOT HERETOFORE DEDICATED ARE HEREBY DEDICATED TO THE PUBLIC.
TITLE TC° THE FOREGOING REAL ESTATE IS SUBJECT TO A CERTAIN DECLARATION OF COVENANTS AND RESTRICTIONS RECORDED AS
INSTRUMENT NUMBER , IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, AS THE SAME MAY
BE AMENDED 01 SUPPLEMENTED. SUCH DECLARATION AND THE COVENANTS AND RESTRICTIONS SET FORTH THEREIN RUN WITH THE
LAND DESCRIBED HEREON AND ARE INCORPORATED HEREIN BY REFERENCE.
STATE OF INDIANA DATED THIS DAY OF
SS:
COUNTY OF HAMILTON
THE DREES COMPANY
6650 TELECOM DR. SUITE 200
INDIANAPOLIS, INFI!:ANA 46278
BY: _
Pete Hills, Division President
BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE, PERSONALLY APPEARED FHE ABOVE AND
ACKNOWLEDGED EXECUTING THE FORGOING RECORD PLAT.
WITNESS MY HAND AND NOTARIAL SEAL THIS _DAY OF
NOTARY PUBLIC (PRINTED NAME - NOTARY PUBLIC)
MY COMMISSION EXPIRES:
COUNTY OF RESIDENCE:
CERTIFICATE OF PLAN COMMISSION
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
BOARD OF PUBLIC WORKS AND SAFETY
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
JAMES BRAINARD, MAYOR
MARY ANN BURKE, MEMBER
LORI WATSON, MEMBER
DIANA CORDRAY, CLERK /TREASURER
I, Steven W. Reeves, affirm, under penalties for perjury,
that I have taken reasonable care to redact each Social
Security Number in this document, unless required by law.
SHEET 4 OF__4
JOB # 5622.002 R: \5622 \002 \DWGS \SECTION 2 \5622002- 2BS.dwg�
DATE: 10 -24 -08