HomeMy WebLinkAbout2-96.14THIS INSTRUMENT PREPARED BY:
CURTIS C. HUFF
STOEPPELWERTH AND ASSOCIATES INC. 9940 AWSONVILLE ROAD WESTON PLACE
P.O. BOX 509007
INDIANAPOLIS, INDIANA 46250
PHONE: (317) 849 -5935' N 89'49'00" W 355.04'
65.34 6115 75.54 77.12 50.
SOURCE OF TITLE
N �- 8.51
WARRANTY DEED INST. 9445525 00 3p D.s 8.N AE -
} 30 RB.L
SECONDARY PLAT 30 R &L O
00 .4 9 fL
Z = C .A.
z / N
DEVELOPED BY: N '49'00" W 853.19' cnI Z ? � �, gv o
ESTRIDGE DEVELOPMENT COMPANY, INC. 52.29' 94. 131.x9 74.59 65.00 65.00 80.00 LLJ 80. 65.00 65. 30.33 o $ 46 45`6, $ n
20' L0.3SE 20 -&-&L 8 Z 20' LD.A&L 4d &� 11.434. p.fL ,x,94 pfL 8 w
1041 WEST MAIN STREET �' LD•�•E ---_ z!
CARMEL, IN 46032 p 1p 2i� R9.L Zp 20• RBL II Q 20• RB.L 20' R.B.L o $ �. 118144. �4ft
V�• ti 01 W W W 14 � J � II� � W W W � � O
w "b all g g t` 12.175. sq.& 25' ELL O
SUBMISSION DATE: : ' �. 57 °= 56 8 55 _g w 54 S 8 53 8 R 9 � 52 8 8 51 8 8 50 S 8 49 O
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a S 42 21' 60.00' •. c 80.00' 65.00' 85.00' 35.27' 4899' W A 1 3.27'
G� \�! S 7g'37.�_ y 77.06'
N 737 • a ��'i �� C`�27f, CONSTITUTION DRIVE 7g m 49.82 1 .75' 59.22
W /�rh ryh° •� 147.21' rc 270.27' C-8 1W i� ct ��`1 3�'�4 -
? o 9g 4 k2 N 89'49'00' W 417.48' 55 31' C� ^? G j`� 0
G y�0 ��0 15 53. �3 �+ 1 �^' B L
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O CT
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VAR. DA&L
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n N O
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LEGEND _ ; Np' N 1< �, 10.149..4fL N �E ,4 mZ
°�' r \ `fir } N 108 ��£ 43.27' 80.00 i °vj I ts' D.U.l1S E
x,,65 ov. t 6 w. 10,660. .QfL o• o c �Ci
25 LOT NUMBER o �t� $ N m
LOT ADDRESS a �, N X18 y �` / 283`' 9 m 7.469..q.n m
0 7,721..4ft `� '� '$ 107 c- ( 2
D.U.&S.S.E. DRAINAGE, UTILTY & SANITARY SEWER EASEMENT J \ , r; 1amz .4fL / gp0p Ptv� 9271 N 90'0000 E 1;&2-7 n
D.U.d�S.E. DRAINAGE UT1UTY & SEWER EASEMENT �, 7�. }7•oA a 106 ° a pp L o N 8529'25• E a
D.&U.E. DRAINAGE & UTILITY EASEMENT O ° 5 11001 r u, 11,475, .48 �,`�,� / �y 110.91 °
LM.A.E. LANDSCAPE, MAINTENANCE ACCESS EASEMENT ° �'� ��g a` gpaD 2538 59.60 2806' 7� .U.ASSE e �
S.L.E. SIGN LANDSCAPE EASEMENT 64 \ \\ �.�5 gpop9 �sp1 o �' 39 c
B.L BUILDING UNE 7.938. w.+t gpoo RNWP / /- g zs' Ba 1 7A@�g ft
R.B.L REAR BUILDING LINE -� v\ eo��, 74 g3• ea- 9?
N.R. NON RADIAL o �0 s�� 11 N 72 6 8.D 75 1E w 119 169' g
MONUMENTS
• DENOTES A "COPPERWELD" 5/8' DIA.STEEL ROD
12" LONG NTH 1 -1/2" DIA. TAPERED BRASS CAP
HAVING A CUT "X" IN TOP SET FLUSH WITH THE
FINISH STREET SURFACE.
M DENOTES A 4 "X4 "X36" LONG PRECAST
CONCRETE MONUMENT WITH A CROSS CUT IN TOP
TO BE SET FLUSH WITH THE FINISH GRADE.
9.1 Commission's Certificate.
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 COUNCIL OF THE
CITY OF CARMEL, INDIANA, THIS PLAT WAS GIVEN APPROVAL BY THE CITY OF
CARMEL, AS FOLLOWS:
Adopted by the Carmel City Plan commission at a meeting held
Department of Community Development
SETBACK REQUIREMENTS
SIDEYARD= 5' MINIMUM
(10' MINIMUM BETWEEN HOUSES)
REAR YARD= 20' MINIMUM
X0"% . p'�
/ 1 74 i.
73 $• a446..4ftti•F
65 ' 0 / v4 9.3- �, • + 72, 4aea .q R ,� 5.261 g G
10.595 .4}L 30' 0 52-11. 5211 15 �! N. 460b .q fL h N
� N
/ Y'r N asos :Q lt$ '� �/ / N 05'50' 47" E
70 $ / t 20.22'
66 •3 3 N 8504..q.1L / 51
`�•\ 13.647.4q.1L h Nm :t a r 69
o vT 67 a 68 N ° „122' p n'
t^ y
10.289..q.ft .M 9.571..48.
N
20• RB.L -_ 20P RBl.
- - --- a�•1p2E
, 1996.
83.9910' 0.E 1
S 89.49 00 E
C.A. #10
Be 1-01 ML
S.W. COR. S.W. 1/4
SECTION 6 -T17N -R3E
(CAPPED REBAR)
N 1� 9255'
N 35'08'28" E
61.01'
37 �
1ON I p�p,CE
45
NE
-CNE ��- S N 01A Oe NO X559
E A a
�N NO•
p C•
{ 2
l�
P.O.B.
O J?�
0
• O Wi
N 89'49'00" W 2
IV 172.19
cp S.W. CORNER OF
O O THE VILLAGE 0. WESTON
'
CURVE TABLE
CURVE
0
LENGTH
TANGENT
CHORD
BEARING
DELTA
C-5
1
inch =
80
ft~
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C-5
300.00
54.35
27.25
54.2
N 84' 37 E
107Y48'
C -6
300. W
5.31 r
27.73
55.23
S 84'54 d W
i 48
C -7
150.00
280.18
02 79
241.19
S 38'40 22 W
107'01 1 S
C -8
150.
237.11
152 29
213.73
N 62-1619- W
2 0
C -9
300.
92.71
46.73
92.34
S Bt 49 W
17'4 23
C -10
.00
41.
W
14 41
-10-2246
C -11
.00
a.1
7
36.33
72.36
N 05'11'23W
C -12
20.00
30.71
19.31
-Y7--7-8'--
N -3-51-f5-9-"- E
8758 29
C -13
20.00
32.30
20.91
28.90
S 54 36 E
92'3220
C -14
20.00
1.42
20.00
28.28
S 4900 E
90-00 00
C -15
20.00
31.42
20.00
28.28
N 45-11 -0O E
90-00 00
C -16
20.00
23.48
13.30
22.15
-s -7-a! 56 E
7155 15
C -17
20.
23.48
13.30
22.15
S 4516 E
67'1515
4-18
20.00
29.53
18.20
26.92
S 414 09 E
84"W42-
C -19
1 20.00
31.42
20.00
28.28
N 45 00 E
90100 00
00. LA PLACE SECTION ONE
N 19'54'03" W w
53.24' 04 w°o
N 89'49'00" W 0
499.47 00 EAST LINE S.W. 1/4 &
Z WEST LINE S.E. 1/4
SECTION 6 -T17N -R3E
SOUTH LINE S.W. 1/4 S.E. COR. S.W. 1/4
SECTION 6 -T17 -R3E SECTION 6 -T17N -R3E
RAILROAD SPIKE IF
Curtis C. Huff
Registered Land Surveyor
No. S0348
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SHEET 1 OF 3