HomeMy WebLinkAbout05080021-22 LF in Packet Open Space Conservation Map Revision Date 8/22/2005THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
9940 ALLISONVILLE ROAD
FISHERS, INDIANA 46038
PHONE: (317) 849 -5935
THIS INSTRUMENT PREPARED FOR:
STEVEN A. WILSON, INC.
937 KEYSTONE WAY
CARMEL, INDIANA 46082
CONTACT: STEVE WILSON
PHONE: (317) 846 -2555
S89'43'59 "W 140.00'
N89 °43'59 "E 139.75'
SOD
0 4
° 7 ' 681 s ft.
o (
12,930 sq. ft. 17, q
•
NOW OR FORMERLY
EDMAY M. PRITZ 0
INSTR. No. 2000 -62405
O
c0
W
N 0
CD
O °
O
z
•
•
•
•
12.045 Ac.±
ZONE DISTRICT
N.E. COR.,
N.E. 1/4,
MINIMUM OPEN SPACE REQUIREMENT SOSR
3.778
Ac±
SEC. 31, T.18N.,
R.3E.
Ac±
PRIMARY CONSERVATION AREAS
CD
o I U' 00
I
I
II
0.00
Ac.f
AGRICULTURAL OPEN SPACE
6 IC/i
12,660 sq. ft. m �i °
I
o
I z II
4.033
I
of m 5
O ,n 13,897 sq. ft.
`n
1 50'
R / W
I
N N
\
N
=
w o
I 30'
I
'
I
"W "
� a
w w w
0 z0
I
I
I I
I
>
„
°54 48 W
B
B
N89'54'48
°
�r
I
0
o
I
I 165'68
II I
140.00' i
0 4
° 7 ' 681 s ft.
o (
12,930 sq. ft. 17, q
•
NOW OR FORMERLY
EDMAY M. PRITZ 0
INSTR. No. 2000 -62405
O
c0
W
N 0
CD
O °
O
z
•
•
•
•
56. 0, - 104 52
_ N
25' B.L. 90' —
20' D.U. &S.S.E.
54.5 i ��5 �'S� / 28. 16 2 1-51, 14.91' 75.10' 36.92' ,
B0 °`� DESIGNED OPEN —SPACE
Cu CA ° S89 °43'59 "W gg 16 X60 O I
ul 01 \ _ m 112.02' — — / /
N89'54'48 "W \ \ O Q _ — 1 ° a
'a, � � NATURAL OPEN —SPACE
154.48 \ / 9 65 48
��.°c � � 7.42 8591 26.11 II II
20 D. &U.E. /
\
25 B. L. I N I1 I
Of
w
0
z
z
0o ww
w Z) z 0
Qo o=
r
D w
mow
F- w 0
J
0
0
OPEN SPACE TABLE
SITE ACREAGE
12.045 Ac.±
ZONE DISTRICT
N.E. COR.,
N.E. 1/4,
MINIMUM OPEN SPACE REQUIREMENT SOSR
3.778
Ac±
SEC. 31, T.18N.,
R.3E.
Ac±
PRIMARY CONSERVATION AREAS
N A
SAW CUT EXISTING PAVEMENT—"
I
II
0.00
Ac.f
AGRICULTURAL OPEN SPACE
WHERE IT WILL BE ADJACENT TO
I
DESIGNED OPEN SPACE
4.033
Ac.±
NEW PAVEMENT.
�I
I
In.ft.
TOTAL MEASURED ACCESSIBLE PERIMETER
1079
0
�I
I
8
_
w o
L0
II
14 0
I
�
� a
w w w
0 z0
I
I
I I
I
>
„
°54 48 W
/ �'\
12
co
C), N
z o
°
�r
12,854 s . ft. i�
q
0
o
z
Quj �
II I
N89
s 14,053 sq. ft.
m
Ofw �[If
Oowo
I I
w
o II
0 °
I I
Z
D
CC)
0
�I
z
�Q�
L
I I
Q
w w 0 0 I
Cw
cn z
m0
I
I
SHEET NO.
z0 w�
`n
I 11 o
Q
o <o
V3of
Ln
I
NOW OR FORMERLY
�V)
r ° Z)Z I
_ri
II
GUY E. & KAREN J. BROWN
w m0
D �
p _j (n (n
DRIVE
I I
INSTR. No. 88 -26331
O I
�(n
/EXISTING
_
II
o
-
II
I I
N89043'59"E 874.50'
LL] ui
II
122.76'
90.00'
60', 1 /
90.00'
181.
w
r/2
m o
6 0,111
.A.
R
1 ,990 sq. f
Q
30' R.D.E. &L.M.A.E.
VA D.0 S.E L.M. E.
IN
= '
c-
27'
z
z
0
z
0
I -,
° /
°
/
`D
o
/
3 0�
o
2
��
°
N
1 90
2
14,928 s ft.
q
0 12,602 sq. ft.
o
0
12,394 sq. ft. o
* A
I A
o
y
r�
0 •
—_ — -,
�
g
a� ry
0
° CD
89'54'48 "W
0
56. 0, - 104 52
_ N
25' B.L. 90' —
20' D.U. &S.S.E.
54.5 i ��5 �'S� / 28. 16 2 1-51, 14.91' 75.10' 36.92' ,
B0 °`� DESIGNED OPEN —SPACE
Cu CA ° S89 °43'59 "W gg 16 X60 O I
ul 01 \ _ m 112.02' — — / /
N89'54'48 "W \ \ O Q _ — 1 ° a
'a, � � NATURAL OPEN —SPACE
154.48 \ / 9 65 48
��.°c � � 7.42 8591 26.11 II II
20 D. &U.E. /
\
25 B. L. I N I1 I
Of
w
0
z
z
0o ww
w Z) z 0
Qo o=
r
D w
mow
F- w 0
J
0
0
OPEN SPACE TABLE
SITE ACREAGE
12.045 Ac.±
ZONE DISTRICT
S -1
MINIMUM OPEN SPACE REQUIREMENT SOSR
3.778
Ac±
OPEN SPACE PROVIDED OSP *
4.033
Ac±
PRIMARY CONSERVATION AREAS
N A
NATURAL OPEN SPACE PROVIDED
0.00
Ac.f
AGRICULTURAL OPEN SPACE
N/A
W/ 1.5" HAC #11
FOR ENTIRE EXISTING
DESIGNED OPEN SPACE
4.033
Ac.±
PONDS TOTAL MEASURED PERIMETER
1079
In.ft.
TOTAL MEASURED ACCESSIBLE PERIMETER
1079
In.ft.
8 \ o O \ �S� .
29 /
*
z
Q
Q
�
z_
S
L
II
o
cD
16,789 sq. ft. G \ S �9,
/ y��'�
I
_
�
O
o
W/ 1.5" HAC #11
FOR ENTIRE EXISTING
s- s
>
11
I
SURFACE
ACROSS ENTIRE FRONTAGE.
6d
N
`
u 0
15
8
_
w o
13
0
14 0
I
�
I o 15,883 sq. ft.
U
>
„
°54 48 W
/ �'\
12
co
C), N
0
12,682 sq. ft. o
°
�r
12,854 s . ft. i�
q
0
o
4.0" #2 STONE
w
N89
s 14,053 sq. ft.
m
c°n
I..L.
w
o II
ozo 0 �
a0
224.68 20' R
AD
16,237 sq. ft.
o`O / 12,243 sq. ft. 59.63'
.i J co • / O , „
�i `� / �'� �� 80`0 3 E
N89'54'48 "W
140.08
LI J /
-DO
ps
10
L' 14,122 s ft.
Co
Co
N89'54'48 "W
1Z.617
T
�i
•�'-
3 WIDE #73 STONE
TAPER TO EXISTING 10' ASPHALT PATH H U R @ 6" PTH
N SUBSURFACE DRAIN UNDER
S.W. COR., N.E. 1/4, — — — — STONE SHOULDER —
SEC. 31, T.18N., R.3E. --- - - - - -- -- o� -- - - - - - --
1n
SAW CUT EXISTING PAVEMENT zx
WHERE IT WILL BE ADJACENT TO
NEW PAVEMENT.
1.5" HMA #11 SURFACE 1" MILLING W/ 1.5" HAC #11
SANITARY TO LONGBRANCH 2.0" HMA #8 BINDER SURFACE FOR ENTIRE EXISTING
3.0" HMA #5D BASE SURFACE ACROSS ENTIRE FRONTAGE.
ESTATES 7.0" #53 STONE
4.0" #2 STONE
---
897'±
al
15' D. E.
87.85'
6/*0 s ft &L A.
KE �1
,07 sq. ,
90.00'
9'43' 9 "E
15' R.D.E.
90.00'
I 10' UTILITY EASEMENT IN FAVOR OF
I INDIANA BELL TELEPHONE COMPANY, INC.
I D.R. 234, PG. 78
I II 0
I I
0 0 I II
Q Ln I I
`V NOW OR FORMERLY
� N II II THE CARROLL W. HASEWINKEL
I I AND CRYSTAL S. HASEWINKEL
° it II o REVOCABLE LIVING TRUST
o INSTR. No. 2000 -33174
D. E. / R/W 20 GAS LINE EASEMENT IN FAVOR OF
N.A 2 INDIANA GAS COMPANY, INC.
37 .97 INSTR. o. 2003 -57111
D. . S. 10 ASPHA T PATH
0
N. 3' WIDE #73 STONE N 3' WIDE #73 STONE
\ SHOULDER ®6" DEPTH
SHOULDER @ 6" DEPTH
\ LANES TO BE STRIPED W/
SUBSURFACE DRAIN UNDER 0 THERMOPLASTIC STRIPING. SUBSURFACE DRAIN UNDER
LANES TO BE STRIPED W/ Q0 STONE SHOULDER
THERMOPLASTIC STRIPING. STONE SHOULDER — — — — — — — — — i
Ln
Ln
S. LINE, N.E. 1/4, SEC. 31, T.18N., R.3E.
P.O.B.
S89'43'S9�W 874.50' S.E. COR., N.E. 1/4, � EXISTING DRIVE
B SEC. 31, T.18N., R.3E.
WEST 121 ST STREET 1.5" HMA #11 SURFACE
1" MILLING W/ 1.5" HAC #11 2.0" HMA #8 BINDER SAW CUT EXISTING PAVEMENT
SURFACE FOR ENTIRE EXISTING 3.0" HMA 5D BASE WHERE V WILL BE ADJACENT TO
SURFACE ACROSS ENTIRE FRONTAGE. # NEW PAVEMENT.
7.0" #53 STONE
4.0" #2 STONE
NOW OR FORMERLY
RONALD S. & MARILYN FILO
D.R. 331, PG. 330
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
01
[if m
Y
V)
z
w>
:2 w
0 0'
U
U
Q
F-
W
a
0
w
U)
w
Ln
Y
o'
c
N Q
0
00
L0
m U m 0 J 0 ��
Q Ln
o o V) ^II 0\
''' -
0 L0
�0S E/� •• •.
No. ° ,-yam= N
900012 =
STATE OF
Ld
I
���ii� a ��►����� LL_
F-
W
U
200
N Q
Q
O Lo
`W` 6'
LL 03
X
z <
J
Q0
UJ
LJ
W �I
Z °
O
00
Z
W
CD r)
Z rn
i- j0
J 0-
o
uj 00
z Q
j o
n
LL
z
Q
Q
�
z_
S
L
II
~•
I
0
Q
n
O
1" MILLING
SURFACE
W/ 1.5" HAC #11
FOR ENTIRE EXISTING
z
O
>
11
I
SURFACE
ACROSS ENTIRE FRONTAGE.
0
Q
W
1.5" HMA #11 SURFACE
V!
_
11
2.0" HMA #8 BINDER
-j
Q
15'
3.0 " HMA #5DBAE
/L'�
U
Q
I
7 0" #53 STONE
W
z
4.0" #2 STONE
w
<
1-e
I..L.
w
o II
ozo 0 �
a0
Z
D
O
z
�Q�
- O o
�O
0
Q
w w 0 0 I
to EXISTING
DRIVE
SHEET NO.
z0 w�
U
Q
o <o
V3of
�V)
r ° Z)Z I
_ri
w m0
D �
p _j (n (n
\ m
r ,^
Y
O I
�(n
W O W
z 0(=
LL] ui
�h
60', 1 /
D. E. / R/W 20 GAS LINE EASEMENT IN FAVOR OF
N.A 2 INDIANA GAS COMPANY, INC.
37 .97 INSTR. o. 2003 -57111
D. . S. 10 ASPHA T PATH
0
N. 3' WIDE #73 STONE N 3' WIDE #73 STONE
\ SHOULDER ®6" DEPTH
SHOULDER @ 6" DEPTH
\ LANES TO BE STRIPED W/
SUBSURFACE DRAIN UNDER 0 THERMOPLASTIC STRIPING. SUBSURFACE DRAIN UNDER
LANES TO BE STRIPED W/ Q0 STONE SHOULDER
THERMOPLASTIC STRIPING. STONE SHOULDER — — — — — — — — — i
Ln
Ln
S. LINE, N.E. 1/4, SEC. 31, T.18N., R.3E.
P.O.B.
S89'43'S9�W 874.50' S.E. COR., N.E. 1/4, � EXISTING DRIVE
B SEC. 31, T.18N., R.3E.
WEST 121 ST STREET 1.5" HMA #11 SURFACE
1" MILLING W/ 1.5" HAC #11 2.0" HMA #8 BINDER SAW CUT EXISTING PAVEMENT
SURFACE FOR ENTIRE EXISTING 3.0" HMA 5D BASE WHERE V WILL BE ADJACENT TO
SURFACE ACROSS ENTIRE FRONTAGE. # NEW PAVEMENT.
7.0" #53 STONE
4.0" #2 STONE
NOW OR FORMERLY
RONALD S. & MARILYN FILO
D.R. 331, PG. 330
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
01
[if m
Y
V)
z
w>
:2 w
0 0'
U
U
Q
F-
W
a
0
w
U)
w
Ln
Y
o'
c
N Q
0
00
L0
m U m 0 J 0 ��
Q Ln
o o V) ^II 0\
''' -
0 L0
�0S E/� •• •.
No. ° ,-yam= N
900012 =
STATE OF
Ld
I
���ii� a ��►����� LL_
F-
W
U
200
N Q
Q
O Lo
`W` 6'
LL 03
X
z <
J
Q0
UJ
LJ
W �I
Z °
O
00
Z
W
CD r)
Z rn
i- j0
J 0-
o
uj 00
z Q
j o
n
LL
z
Q
Q
�
z_
S
L
Z
0
O
Q
Q
z
O
>
O:2
C�
0
W
V!
Z
-j
O
U
Q
W
z
U
w
<
1-e
I..L.
V)
Z
LL]
LLJ
0
Q
U
SHEET NO.
OF
1 SHEETS
1011 N0.48920WIL