HomeMy WebLinkAbout05080016-18 Primary Plat Rcv. 11/14/2005 DOCSTHIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
9940 ALUSONVILLE 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
01-
SSG g1 S\\ 6e
Q G•
P.O.S.
N.W. COR., N.E. 1/4
SEC. 8, T.17N., 4 3E
Annally Drive C50' R /Wj
"Unimproved'°,
I
I
I
N.W. COR., N.E. 1/4,
SEC. 8, T.17N., R.3E.
n 7�)
S. LINE, N.E. 1/4, SEC. 8, T.17N., R.3E.
F'�1 R PL T
a I
14.E. COR., W. 1/2., N.E. 1/49
SEC. 8, T.17N., R.3E.
�
C. A. #1
r�
Lot 3
I
Lot 4
� I
,I
Lot 5
G
Lot 6
de
sit
S\1
w
V 2,
�.
p' z
0
V Iw
z
° C. A. #4
Cq
�IL!
I
Li
on Horse Lane
=A
I
I
Lot 7
i
i
54
S.E. COR., W. 1/2., N.E. 1/4,
SEC. 8, T.17N., R.3E.
LEGAL DESCRIPTION
A part of the West Half of the Northeast Quarter of Section 8, Township 17 North,
Range 3 East, Hamilton County, Indiana, being more particularly described as
follows:
Beginning at the Northwest corner of said Half Quarter Section; thence North 89
degrees O1 minutes 38 seconds East along the North line of said Half Quarter
Section 978.29 feet to the Northwest corner of Windsor Grove recorded as
Instrument No. 200200015758 in the Office of the Recorder of Hamilton County,
Indiana; thence South 04 degrees 18 minutes 29 seconds West along the West line
of said Windsor Grove 1,336.20 feet; thence South 89 degrees 00 minutes 10
seconds West 978.30 feet to the West line of said Half Quarter Section; thence
North 00 degrees 18 minutes 29 seconds East along said West line 1,336.62 feet to
the place of beginning, containing 30.006 acres, more or less.
S: \526451Izga1\PREIrPLAT.rtf
July 11, 2005
(R)GDK (F)KRG
This is to certify that the subject property is not located within. Special Flood Hazard Zone A
as said tract plots by scale on Community Panel # 1 8057C205 of the Flood Insurance Rate
Maps dated February 19, 20030
LEGEND
M
DENOTES PAVEMENT RESURFACING
�
00
Ln
EXISTING SANITARY SEWER
I
--
-- EXISTING CONTOUR
0i
PROPOSED SANITARY SEWER
- --�- --
-® PROPOSED STORM SEWER
LU M C3 C3 MI ED PROPOSED PATH
F]
00
I
Z
O
EXISTING TREE LINE
0
�.
•�tl- ••Y9y
EXISTING FLOW LINE
-- -----r- -�- -- --=a-� EXISTING BURIED ELECTRIC LINE
E E E
EXISTING OVERHEAD ELECTRIC LINES
• ---- - - L7 V, 0C
EXISTING BURIED TELEPHONE LINE
---°- ---- - -�-° -
---- -- EXISTING TELEPHONE LINE
--°- }--- ai
-r--�- EXISTING BURIED CABLE T.V. LINE
------- ---- -- -----
EXISTING CABLE T.V. LINE
--�- w �----- - -
-•• EXISTING GAS LINE
P.W.P.
0
>1
V)
EXISTING WATER VALVE
a
EXISTING FIRE HYDRANT
0
O
WW
LEGEND
10
LOT NUMBER
CL
d
6
DRAINAGE UTILITY & SEWER EASEMENT
D.U. &S.S.E.
D. &U.E.
DRAINAGE UTILITY & SANITARY SEWER EASEMENT
O
S
D.U. &L.M.A.E.
CLI
Q
MAINTENANCE ACCESS EASEMENT
C.E.
CONSERVATION EASEMENT
B.L.
BUILDING LINE
C.A.
COMMON AREA
n
01-
SSG g1 S\\ 6e
Q G•
P.O.S.
N.W. COR., N.E. 1/4
SEC. 8, T.17N., 4 3E
Annally Drive C50' R /Wj
"Unimproved'°,
I
I
I
N.W. COR., N.E. 1/4,
SEC. 8, T.17N., R.3E.
n 7�)
S. LINE, N.E. 1/4, SEC. 8, T.17N., R.3E.
F'�1 R PL T
a I
14.E. COR., W. 1/2., N.E. 1/49
SEC. 8, T.17N., R.3E.
�
C. A. #1
r�
Lot 3
I
Lot 4
� I
,I
Lot 5
G
Lot 6
de
sit
S\1
w
V 2,
�.
p' z
0
V Iw
z
° C. A. #4
Cq
�IL!
I
Li
on Horse Lane
=A
I
I
Lot 7
i
i
54
S.E. COR., W. 1/2., N.E. 1/4,
SEC. 8, T.17N., R.3E.
LEGAL DESCRIPTION
A part of the West Half of the Northeast Quarter of Section 8, Township 17 North,
Range 3 East, Hamilton County, Indiana, being more particularly described as
follows:
Beginning at the Northwest corner of said Half Quarter Section; thence North 89
degrees O1 minutes 38 seconds East along the North line of said Half Quarter
Section 978.29 feet to the Northwest corner of Windsor Grove recorded as
Instrument No. 200200015758 in the Office of the Recorder of Hamilton County,
Indiana; thence South 04 degrees 18 minutes 29 seconds West along the West line
of said Windsor Grove 1,336.20 feet; thence South 89 degrees 00 minutes 10
seconds West 978.30 feet to the West line of said Half Quarter Section; thence
North 00 degrees 18 minutes 29 seconds East along said West line 1,336.62 feet to
the place of beginning, containing 30.006 acres, more or less.
S: \526451Izga1\PREIrPLAT.rtf
July 11, 2005
(R)GDK (F)KRG
This is to certify that the subject property is not located within. Special Flood Hazard Zone A
as said tract plots by scale on Community Panel # 1 8057C205 of the Flood Insurance Rate
Maps dated February 19, 20030
R U I I t) i N (.2 -q F TR A C`. k** q
FRONT BUILDING LINE
LEGEND
SIDE YARD AGGREGATE
DENOTES PAVEMENT RESURFACING
�
DENOTES PAVEMENT WIDENING
TOTAL LOTS
EXISTING SANITARY SEWER
TOTAL ACRES
--
-- EXISTING CONTOUR
1. oo u A
PROPOSED SANITARY SEWER
- --�- --
-® PROPOSED STORM SEWER
LU M C3 C3 MI ED PROPOSED PATH
F]
PROPOSED 4 "X4" CONC. MONUMENTS
I
Z
O
EXISTING TREE LINE
PROPOSED WATER LINE
•�tl- ••Y9y
EXISTING FLOW LINE
-- -----r- -�- -- --=a-� EXISTING BURIED ELECTRIC LINE
E E E
EXISTING OVERHEAD ELECTRIC LINES
• ---- - - L7 V, 0C
EXISTING BURIED TELEPHONE LINE
---°- ---- - -�-° -
---- -- EXISTING TELEPHONE LINE
--°- }--- ai
-r--�- EXISTING BURIED CABLE T.V. LINE
------- ---- -- -----
EXISTING CABLE T.V. LINE
--�- w �----- - -
-•• EXISTING GAS LINE
P.W.P.
0
EXISTING POWER POLE
V)
EXISTING WATER VALVE
a
EXISTING FIRE HYDRANT
0
O
WW
LEGEND
10
LOT NUMBER
D.E.
DRAINAGE EASEMENT
D.U. &S.E.
DRAINAGE UTILITY & SEWER EASEMENT
D.U. &S.S.E.
D. &U.E.
DRAINAGE UTILITY & SANITARY SEWER EASEMENT
O
DRAINAGE & UTILITY EASEMENT
D.U. &L.M.A.E.
DRAINAGE UTILITY & LANDSCAPE
0
MAINTENANCE ACCESS EASEMENT
C.E.
CONSERVATION EASEMENT
B.L.
BUILDING LINE
C.A.
COMMON AREA
N. A. E.
NON-ACCESS EASEMENT
R.D. &U.E.
REGULATED DRAIN & UTILITY EASEMENT
cfl
100
1
R U I I t) i N (.2 -q F TR A C`. k** q
FRONT BUILDING LINE
40'
SIDE YARD AGGREGATE
10' S, Y. 30' AGG.
REAR YARD
20'
SITE DATA
LARGEST LOT
41,154 s . ft.
SMALLEST LOT
20,667 s . ft.
AVERAGE LOT SIZE
27,8_00 s . ft.
TOTAL LOTS
30
TOTAL ACRES
30.056 Ac.
GROSS DENSITY
1. oo u A
TOTAL COMMON AREA
6.50 Ac. ±
PRESENT ZONING
S -1
SUBMITTAL DATE
7/22/05
W
2
5' -o"
-.110— 4' - 0" —
SIDEWALK 4" THICK
SCOPE U4* FT
4" MIN. GRANULAR
MATERIAL
TEMPORARY SEEDING SHALL BE DONE
IN ACCORDANCE WITH SECTION 621
OF I.D.O.H. SPECIFICATIONS WITHIN
THE STREET RIGHT -OF -WAY.
VICINITY MAP
SCALE 1 of = 1000'
SPEED LIMIT: 25 MPH JULY 11, 2005
GENERAL NOTES:
1) ALL WELLHEADS WILL BE ABANDONED
BY STATE HEALTH PROCEDURES DURING
CONSTRUCTION.
0 0 0 >--
Y Y Y M
% D 0�
`. �j•.•••...........,� ,.
cs'
ISTA • . �`
�. �•
oft 0
GNU
.�
•
•'��
400 L0
ftw Q•� :� _ O
••
O
900012
elft N
00 ;. STATE OF N
= \
Or ti
.S ... .....R ...v
..� �` .`
1,,11111111110
.-
o
W
LLJ
U
GRAPHIC SCALE
0 50 100 200
( IN FEET )
1 inch = 100 ft.
6' -0' & 10' -0"
tiK, C;KA,
SOILS MAP
(N.T.S.)
1" H.A. SURFACE
3" H.A. BINDER
9" COMPACTED STONE BASE
COMPACTED SUBGRADE
TYPICAL PAVEMENT COMPOSITION
NOT -TO -SCALE
•t00
SLOPE ASPHALT PATH TO ROAD
1 /4 " /FT. MIN. OR TOWARD TOP OF BANK OF DITCH
f • •1: • `; � �..• • � ..: 4..:v �•• Y .•,}.Y.,L• .`.3.: r: •:' �. � �.:.• ..l•. f •:•:� • :i . 1 : r ••5,,:. r' � :•ham: y •t.;. . { .
,,. ,
ASPHALT PATH
TYPICAL ASPHALT 110# sYD. BITUM SURFACE NO. 11. LV ON
PEDESTRIAN PATH X— SECTION 220# SYD. BITUM BINDER NO. 8, LV ON
5 COMPACTED AGGREGATE BASE, SIZE N0. 53
50' R/W
30' -0"
TYPICAL STREET CROSS- SECTKA
NOT -TO -SCALE
NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON
�.
TYPE I
4' -0„ 5,_0�,
SIDEWALK 4" ICK--\
SLOPE 1Z4- FT.
- -1' -0"
W
Z
Cr
V)
�
>-
N
�
z
Q
Z
LLJ
3
a'
V
or
0
z
0
Z
Z
Q
L�
I
Z
O
0
J
I
C '
WS
U)
00
J
�
Lv
I
LU
�
W
0
Z
.._
o
o
V)
LJ
Z
r-
0
O
WW
(D
n
�
Z
Lt)
=E
L
I
O
J
�
ZM
W
0
0
V)
Z
o
00
�
�
W
W
0
0
cfl
w
0
0
CL
CL
00
0
0
0
w
o
En
W
W
W
SHEET N0.
OF
�Q�:cc
JOB No.52645WIL
Q
p
W
O
N
o
M
0
Q
0
M
m
J Q
W\
0
v u
(n 11
o N
% D 0�
`. �j•.•••...........,� ,.
cs'
ISTA • . �`
�. �•
oft 0
GNU
.�
•
•'��
400 L0
ftw Q•� :� _ O
••
O
900012
elft N
00 ;. STATE OF N
= \
Or ti
.S ... .....R ...v
..� �` .`
1,,11111111110
.-
o
W
LLJ
U
GRAPHIC SCALE
0 50 100 200
( IN FEET )
1 inch = 100 ft.
6' -0' & 10' -0"
tiK, C;KA,
SOILS MAP
(N.T.S.)
1" H.A. SURFACE
3" H.A. BINDER
9" COMPACTED STONE BASE
COMPACTED SUBGRADE
TYPICAL PAVEMENT COMPOSITION
NOT -TO -SCALE
•t00
SLOPE ASPHALT PATH TO ROAD
1 /4 " /FT. MIN. OR TOWARD TOP OF BANK OF DITCH
f • •1: • `; � �..• • � ..: 4..:v �•• Y .•,}.Y.,L• .`.3.: r: •:' �. � �.:.• ..l•. f •:•:� • :i . 1 : r ••5,,:. r' � :•ham: y •t.;. . { .
,,. ,
ASPHALT PATH
TYPICAL ASPHALT 110# sYD. BITUM SURFACE NO. 11. LV ON
PEDESTRIAN PATH X— SECTION 220# SYD. BITUM BINDER NO. 8, LV ON
5 COMPACTED AGGREGATE BASE, SIZE N0. 53
50' R/W
30' -0"
TYPICAL STREET CROSS- SECTKA
NOT -TO -SCALE
NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON
�.
TYPE I
4' -0„ 5,_0�,
SIDEWALK 4" ICK--\
SLOPE 1Z4- FT.
- -1' -0"
W
Z
Cr
V)
�
>-
N
�
z
Q
Z
LLJ
3
a'
V
or
0
z
0
Z
x
Q
Q
L�
I
Z
O
J
I
C '
WS
00
J
�
Lv
I
LU
�
W
0
Z
.._
o
o
00
Z
r-
0
O
(D
n
�
Z
01)
_
f--
L
I
O
J
�
V)
Z
o
00
�
�
W
Q
z
Q
0
z
0
U
Z
O
J
V)
WS
00
J
>
0
0
O
00
�
�
(D
O
�
O
cfl
0
0
00
_J
o
L0
w
o
Q
U
SHEET N0.
OF
SHEETS
JOB No.52645WIL