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THIS INSTRUMENT PREPARED BY
SLIDE:
DENNIS D. OLMSTEAD
STOEPPELWERTH & ASSOCIATES, INC. CABINET:
P.O. BOX 509007 INSTRUMENT #
9940 ALLISONVILLE ROAD CO NTRY EADOWS
INDIANAPOLIS, INDIANA 46250 U M
PHONE (317) 849 -5935 SUBMISSION DATE
SOURCE OF TITLE: 9.1 r Authority Commission's Certificate.
DEVELOPED BY: WARRANTY DEED INSTRUMENT Under Authority provided by Chapter 174. Acts of 1947, enacted by the General Assembly of the
State of Indiana, and all acts amendatory thereto, and an ordinance adopted by the Common
I t iven ovd by the City of Carmel, as
CENTEX HOMES
5555 NORTH RIVER ROAD, SUITE 100
INDIANAPOLIS, INDIANA 46240
PHONE: (317) 574 -6950
I
GRAPHIC SCALE
(IN S)
i inch - 60 tL
LEGEND
25 LOT NUMBER
fflo LOT ADDRESS
S.S.E. DRAINAGE, UTILITY do SANITARY SEWER EASEMENT
D.U.�cS.E. DRAINAGE UTILITY 0.r SEWER EASEMENT
D.&U.E. DRAINAGE & UTILITY EASEMENT
L.M.A.E. LANDSCAPE, MAINTENANCE ACCESS EASEMENT
S.L.E. SIGN LANDSCAPE EASEMENT
B.L. BUILDING LINE
N.R. NON RADIAL
MONUMENTS
0 DENOTES A "COPPERWELD" 5/8" DIA.STEEL ROD
12" LONG MATH 1 -112" DIA. TAPERED BRASS CAP
HAVING A CUT "X" IN TOP SET FLUSH WITH THE
FINISH STREET SURFACE.
DENOTES A 4 "X4 "X36" LONG PRECAST CONCRETE
MONUMENT MATH A CROSS CAST IN THE TOP TO BE. SET
WITH THE FINISH GRADE.
O DENOTED A 5/8" REBAR MATH CAP SET.
S.W. COR. N.E. 1/4
SEC. 27 -T18N -R4E
QUAIL RUN AT
on
w HAVERSTICK
w SECTION 1B
f INST. #9624670
V) P.C.#1, SLD./880
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S. LINE N.E. 1/4
SEC. 27 -T18N -R4E
N00'36'31 "W
111.87'
P.O.B.
453.55'
Council of the City of Carmel, Indiana. This p a woe 9 appr
follows:
Adopted by the Carmel City Plan Commission at a meeting held 1997•
'*M kw� 1 N 11C /A
Uic Kj ki
SECONDARY PLAT
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
0
1e/
COMMON AREA
BLOCK "B"
157,248. sq.ft.
D.U.&I- M.A.E.
I-
�'
A
919
STONE HAVEN
AT HAVERSTICK
SECTION ONE
�• INST. #9654252
sr VV. '' , P.C. /1, SLD.#753
s' 38'58' 37"
r ,1 R = 480.00'
T — 169.87'.
p,
DEPARTMENT OF COMMUNITY SERVICES
X100 12
grATE OF
A - 83'33'54"
R = 20.00'
T = 17.87'
L - 29.17'
N04'29'09 "E �\
00 N11•o1, Doti ^ -24' N�' 7g>> �F
1
.� tis 6 5 ' �J�F
/ N00'40'31 "W 1� rn
q� � �i: -P $ 8,627. sq.tL 7.214. sq.fL m 4 \ 60.00' 80.00'
o �e• �F — — �
0.o
0 7 u+ _ _ z to Go
904E1;E3. p.ft. 60 �8• � � �
C v o0
rn 3 N 2 1
\S' D•AU•f ^`1' m 8,229. s%ft. ri rn
S' • 7,072 aq.ft. 9.353• sq. (�
W
25$ B.L ® In
.T 8 w j• 60.47' 45 D.�dJ.E.
N1 33. 0• i
'2.315. sq. I N 82 78, GROSBEAK
.-
,37•rl C -1 S00.40'31 "E � 138.45' ff COURT
O
9• �'' 3g,8i6' 25.74- .45 ¢0.00'
9 �J. �• ----_ 60.39' 26.56' , D� I F• —
Q�fi - .._
16,664. sq.ft- '�' ?' 62.1 ®25 B.C. -a--
�= w 1 12 13 14 15
14 1 ® 8,190. @%fG 7.909. sq.ft. 1"70. sq.fL
�ry 1 201. ft. uj ' 11 W 8.831. aq.ft. I
2. 0.q- � ,o m --
9.183. aq.ft. $ pup ( N a w
ip, tN0 A �D A 40 I
15 D.dcU.E.
143.44' 15' D.&U.E. 82.92' 60.00' 60.00' �'�� LL
989.91'
N01',6'37 'E
5a 04'
3�1 �3a� f
S00'36' 31 "E
rt IRVF TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
122.18
BEARING
N06'20 34 E
DELTA
14'0210
C -1
C -2
500.00
20.00
122.49
31.42
61.55
20.0
28.28
N48'40 31 W
90-00-88-
_
0•
1.4
0
N44-1 9'29"E
0
i�
cr)
M
M
oil
21
-'
�
p =
90'00'00"
Z
,m
R -
20.00'
r
T =
20.00'
L
31.42'
0
z
m
eN0
W
N O
O� O
45.00'
rn to
00
Z
I y
�I N
W
N
On
i0' R T
On
00
Z
A = 90'00'00"
R - 20.00'
T = 20.00'
L = 31.42'
PRINTED
MAR 2 8 1997
SHEET 1 OF 2 I I