HomeMy WebLinkAbout05080021-22 LF Open Space Conservation Map Revision Date 10/13/2005V-4
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THIS 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
OO PE SPACE C -� SER ATIOO AP
NOW OR FORMERLY
GUY E. & KAREN J. BROWN
INSTR. No. 88 -26331
N 89'43I591 "E 874.50'
N.E. COR., N.E. 1/4,
SEC. 31, T.18N., R.3E.
I
SAW CUT EXISTING PAVEMENT—" II
WHERE IT WILL BE ADJACENT TO I
NEW PAVEMENT. �I
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' " ' 90.00' T.
S89'43 59 W 150.00 N89'43 59 E 138.45 114.05 90.00 I I
1677—p. E. I I 10' T.P.E.- Q
10 T.P.E. � `� � � � 60111/2 I
w Q.A. #1
°� ° R IN
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B -B I I S89 °54'48 "E -
N89 °54 48 W _ o ° ,
150.00' I I 155.01' 6, I {, 2 �% 0, -ao C,., N89 54 48 W
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Oo `� 7 I I 17, 287 sq. ft. 5q ,8 / �`0 �� i x28.4 ' 16. +7 \
/ 14.91 75.10 36.92 , c, c� ;
/ �`S \
° I 13,707 sq. ft. � � 1 g7 O8 ti � h6 65
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15 R.D.E. o 16,187 s q ft. NOW OR FORMERLY > 7, 13 14
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EDMAY M. PRITZ O �' A P 12,534 s . ft. ° mot°- 13,110 sq. ft. m iT
N89'54 48 W \ 1 12 6, q o r 0, I I
INSTR. No. 2000 -62405
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O Ln I w /w• ,tx 12,308 sq. ft.
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OPEN SPACE TABLE
SITE ACREAGE
12.045 Ac.f
ZONE DISTRICT
S -1
MINIMUM OPEN SPACE REQUIREMENT SOSR
3.778
Acf
OPEN SPACE PROVIDED OSP *
4.033
Acf
PRIMARY CONSERVATION AREAS
N A
NATURAL OPEN SPACE PROVIDED
0.00
Ac.t
AGRICULTURAL OPEN SPACE
N/A
0
DESIGNED OPEN SPACE
4.000
Ac.f
TER
1079
In.ft.
TOTAL MEASURED ACCESSIBLE PERIMETER
1079
In.ft.
PONDS TOTAL MEASURED PERIME
I)
I
' DESIGNED OPEN -SPACE
I NATURAL OPEN -SPACE
I�
I
II
10' UTILITY EASEMENT IN FAVOR OF
I IND ANA BELL TELEPHONE COMPANY, INC.
I D.R. 234, PG. 78
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I�
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II NOW OR FORMERLY
THE CARROLL W. HASEWINKEL
I AND CRYSTAL S. HASEWINKEL
II o REVOCABLE LIVING TRUST
0 INSTR. No. 2000 -33174
O I ° J �co / ..,�0 / �, 8 96 N 9 439 E x
N89'54'48 "W `� `sS , / , / s ' Q I 1" MILLING W 1.5" HAC #11
W i 2g, I -' � � / SURFACE FOR ENTIRE EXISTING
140.08 �jQ S 7 ' !� ° } II SURFACE ACROSS ENTIRE FRONTAGE.
/ O' F '` .moo / ` Q I 1.5" HMA #11 SU ACE
1 p ,� �'� _ / = 2.0" HMA #8 BIN ER
� II MA 5D BA 3E
/ 7.0" #53 STONE
0 10 \�O' s,'1 f J `' � 4.0" #2 STONE
O
14,122 sq. ft. �G '9'1 , �'' /C .A/#2 #2 ,� �' z
e'
(If 59,2S4 sq. ft. W .,
R. D .S.S . &L. .A.E. F` ° z O Q
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, „ � ,,,� � � �,/' % �,, ,•'``F 4 LAKE �, 1 f �,� / - woo M (Q EXISTING DRIVE
N 89'54 48 W 0 q t ,°� / I z o J I W
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01 f i 0 W 0 N N e--
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71
—� --- 25; D. E. ,{ �`` 20' GAS LINE ASEMENT IN FAVOR OF
, / 2
79 97' ' 2 i ?N.A.E/ F.� � ,� �� �� INDIANA AS COMPANY, INC.
/t/b. ' INSTR o 2003 -57111
25'� D. �' &S -&tE. s U. S. E.
�• � � �� �• �� � �' - ,�0 10' ASPHA T P TH ���'
,
N 3' WIDE #73 STONE
N. 3' WIDE #73 STONE
SHOULDER ®6" DEPTH
3 WIDE STONE SHOULDER @ 6" DEPTH — LANES TO BE STRIPED W/ /
TAPER TO EXISTING 10' ASPHALT PATH THERMOPLASTIC STRIPING. SUBSURFACE DRAIN UNDER
SUBSURFACE DRAIN UNDER LANES TO BE STRIPED W/ SUBSURFACE DRAIN UNDER p
STONE SHOULDER � STONE SHOULDER * /
S.W. COR., N.E. 1/4, — — — STONE SHOULDER THERMOPLASTIC STRIPING.
— — — — — — — — — — — — —
SEC. 31, T.18N., R.3E. — — — — o un
S. LINE, N.E. 1/4, SEC. 31, P.0.8.
T.18N., R.3E.
58943 59 W 874°5T S.E. COR., N.E. l/
EXISTING DRIVE
SAW CUT EXISTING PAVEMENT 7 B SEC. 31, T.18N., R.3E.
WHERE IT WILL BE ADJACENT TO WEST 121 ST STREET
NEW PAVEMENT. 0 1 5`FfFv1A 1T SURFACE 1" MILLING W %1.5 HAC #11 1.5 =HMA ill UREACE SAW-CUT EXISTING P'AOEM
2.0" HMA #8 BINDER 1" MILLING W/ 1.5" HAC #11 2.0" HMA #8 BINDER WHERE IT WILL BE ADJACENT T
SURFACE FOR ENTIRE EXISTING SURFACE FOR ENTIRE EXISTING 3.0" HMA #5D BASE
SANITARY TO LONGBRANCH 3.0" HMA #5D BASE SURFACE ACROSS ENTIRE FRONTAGE. SURFACE ACROSS ENTIRE FRONTAGE. NEW PAVEMENT.
ESTATES 7.0" #53 STONE 7.0" #53 STONE I
4.0" #2 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 )
I inch = 50 ft.
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