HomeMy WebLinkAbout0311.97.1LEGEND
® INDICATES CONCRETE MONUMENT
9— INDICATES 5/8" REBAR W /CAP
O — INDICATES CENTERLINE MONUMENTATION
B.L. BUILDING LINE
S.F. SQUARE FOOTAGE
D.& U.E. — DRAINAGE AND UTILITY EASEMENT
D.U. &.S.E. — DRAINAGE UTILITY AND SEWER EASEMENT
D.E. DRAINAGE EASEMENT
L.A.E. LAKE ACCESS EASEMENT
R.D.U. &.S.E. — REGULATED DRAIN UTILITY
AND SEWER EASEMENT
00000 STREET ADDRESS
N.A.E. NON ACCESS EASEMENT
OWNER/
BRENWICK LAND COMPANY L.P.
C/O GEORGE P. SWEET
12722 HAMILTON CROSSING BLVD.
CARMEL, INDIANA 46032
(317) 574 -3400
SURVEYOR
SCHNEIDER ENGINEERING CORP.
3020 NORTH POST RD.
INDIANAPOLIS, IN. 46226
(317) 898 -8282
THIS INSTRUMENT WAS PREPARED
BY EVAN J. EVANS
REGISTERED LAND SURVEYOR- INDIANA #910024
3020 NORTH POST ROAD
INDIANAPOLIS, INDIANA 46226
TELEPHONE (317) 898 -8282
s
s
_,
Ell
Cq
UMW I I
C
m
3 I
N�I
0
G�
I
.,r, -F EV FOR TAXATK`:
Jib
SW COR LOT 189
BAYHILL SECTION 6
NO0*00'00'E
BAYHILL
SECTION 7 -B
SECONDARY PLAT
PART OF
SECTION 33- T18N- R4E
HAMILTON COUNTY, INDIANA
DATE OF SUBMISSION: OCTOBER 19,1994
W
•
8 F
z 'sue
�- 'Nte
7.93 S90�00'00'E 150.00'
S90�00'OOrE 205.98' 1so.00
155.98' 2S. �. _..r_ —
Commission Certificate:
Under authority provided by Title 36, Acts of 1981, P.L. 309 enacted by the General Assembly of
the State of Indiana, and all acts amendatory or 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 Plan Commission at a meeting held M6CEM OER % 199 -4.
Carmel /Clay Plan Commission
N.W. CORNER N.E.1 /4
t L _ .,• SECTION 33– T18N –R4E
- k—eector
Department of C munity Development
Carmel, Indiana
BAYHILL SECTION 6
(INSTR. 194-47296)
(P.C. 1, SLIDE 490) S90100'002E
A = OT45'06'
R = 375.00' I
L = 50.74'
, g
S
9
4� 218 \ \ �� z
Aotb• �� \ 20,613 S.F.
�, -b•
70.00'
243 �� �\ `�-
15,000 S.F.
\ 219 N
�s\ � w s 21,867 S.F.
t
W I
BLOCK 'N'
z
cm COMMONS N
N I
72,989 S.F.
91
I
- s 1 234 1 R
`
233 N $ C4 g I 15,000 S.F. Ig $
15 571 S.F. N I s I W Z
TJ
�3 N90"00'00E 8
S90100'00'w 18 150.00' Z
155.45'
C' I
I � 9 I .- 235
232 �
N 15,771 S.F. 6 �
16,768 S.F. N IIs�r .w
.o*o0 00
a, 77.66 — \
IT
236 \ s
a
15,796 S.F. ,W 237 �\
231 0 \ } T g 16,856 S.F.
DSO
21,546 S.F. \ \\ sr Z 506 \
•cA ° ° x.54
�sos \ lyelo� oo'E
230
20,955 S.F.
RADKJS
�.
TANGENT
CHORD
BEARING
Z N �
85.61
175.00
305.43
229 �
� -
9°s \ \
100'00'000
T�c.3
12509
M ? v
v
238.35'
7.93 S90�00'00'E 150.00'
S90�00'OOrE 205.98' 1so.00
155.98' 2S. �. _..r_ —
Commission Certificate:
Under authority provided by Title 36, Acts of 1981, P.L. 309 enacted by the General Assembly of
the State of Indiana, and all acts amendatory or 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 Plan Commission at a meeting held M6CEM OER % 199 -4.
Carmel /Clay Plan Commission
N.W. CORNER N.E.1 /4
t L _ .,• SECTION 33– T18N –R4E
- k—eector
Department of C munity Development
Carmel, Indiana
BAYHILL SECTION 6
(INSTR. 194-47296)
(P.C. 1, SLIDE 490) S90100'002E
A = OT45'06'
R = 375.00' I
L = 50.74'
, g
S
9
4� 218 \ \ �� z
Aotb• �� \ 20,613 S.F.
�, -b•
70.00'
243 �� �\ `�-
15,000 S.F.
\ 219 N
�s\ � w s 21,867 S.F.
t
W I
BLOCK 'N'
z
cm COMMONS N
N I
72,989 S.F.
91
I
- s 1 234 1 R
`
233 N $ C4 g I 15,000 S.F. Ig $
15 571 S.F. N I s I W Z
TJ
�3 N90"00'00E 8
S90100'00'w 18 150.00' Z
155.45'
C' I
I � 9 I .- 235
232 �
N 15,771 S.F. 6 �
16,768 S.F. N IIs�r .w
.o*o0 00
a, 77.66 — \
IT
236 \ s
a
15,796 S.F. ,W 237 �\
231 0 \ } T g 16,856 S.F.
DSO
21,546 S.F. \ \\ sr Z 506 \
•cA ° ° x.54
�sos \ lyelo� oo'E
230
20,955 S.F.
RADKJS
�.
TANGENT
CHORD
BEARING
DELTA
85.61
175.00
305.43
229 �
� -
9°s \ \
100'00'000
16,876 S.F. g
12509
349.07
238.35'
306.42'
228
100'00'00'
C -3
225.00
15,375 S.F.
9 — _
1�812
N79'54' W
287.90' 139. �)•
�g.
12511
227
15,780 S.F.
242
17,058 S.F.
220
150.00' 19,031 S.F.
241 - - - --
15,000 S.F. I $ ( N90'00'00'E
L — — 170.00' — Cal N9oti0'00'w k" . I I
150.00' I $ I M 221 I 's
go
8 N I N 17,000 S.F.
240 1 8 I N90'00'00'E
15,000 S.F. I 170.00 ( I 3
N90'00'oo'w
150.00' I I 222 ( s
it 17,248 S.F. I o
I�
239
14,809 S.F. °� Se O00 E
I 170.19'
' 94' o I I
, 223 I s
238 N
9,538 S.F. / 1 / 20,645 S.F.
I I
`� // �9.�•£ I I 2300' 2300'
'\��0 � '\o' X66, �4• kti9�
i
�
`, o 224 1
I
�I
I
J
i
Ln
N
214
133,679 S.F.
215
49,052 S.F.
377.86'
N90'00'00'E
382.92'
EAST 126th STREET
(ASSUMED BEARING)
N89'37'1 A
1329.06'
NORTH LINE N.E.1 /4
SECTION 33– T18N –R4E
EAST LINE W.1/2 N.E.1 /4__�,
SECTION 33– T18N –R4E
377.86'
I�
I
I
I 383.51'
I
I�
216 1
Cd
I�
N 49,128 S.F.
RI �
N90'00'00'E
384.11'
I
/I
I
nC4
217
50,112 S.F.
1 I I
I
14 384.72'
S89037'1 32W 434.72'
S00'00'002W
16,059 S.F. '� 35. °- 09*358r SOURCE 0 F TITLE
R _ 599' INSTR. NO. 92 -27760
�B �i• •
/ S80025 02 r W
35.00' SECTION 1 BROOK�IELD FOR LAND DESCRIPTION
� � � '�`�`
225 \ �j�' I (INSTF. # 95- 40552) SEE SHEET 2
\ `l 14,471 S.F. '
� \ /� � (P.C. 1, SLIDE 566)
\ , \\ CURVE DATA TABLE
226 \
17,556 S.F. \ \ A0 I
S.
rVA
77.zo' .S
�•w
.MATCH LINE SEE SHEET 2 FOR CONTINUATION
I
(ASSUMED NORTH)
W
W CL'
CD ^ z z
N \�
3 �
U �
W W
z z <n
Z5
c�
z
z
z
a
M
I
I�
W
0
CURVE
RADKJS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C -1
175.00
305.43
208.56
268.12
S5050 00 E
100'00'000
C -2
200.00'
349.07
238.35'
306.42'
S50'00'00 "E
100'00'00'
C -3
225.00
392.70'
1 268.14'
344.72'
S50'00'00 "E
100'00'00'
C -4
1 225.00
314.16'
188.80'
289.25'
N40'00'00 "E
80100'00"
C -5
250.00'
349.07
209.77
321.39'
N40'00'00 "E
80'00'00'
C -6
275.00'
383.97
230.75'
353.53'
N40'00'00'E
80'00'00"
C -7
150.00'
117.81'
62.13'
1 114.81'
S22'30'00'E
45'00'00"
C -8
175.00
137.44'
1 72.49'
1 133.94'
1 S2200 E
45'00'00"
C -9
200.00
1 157.08'
1 82_-84i___T
153.07
1 S22'30'00 E 1
45'00'00'
SCALE: 1"= 60'
60 0 30 60 120
SHEET 1 OF 2
JOB # 810.476