HomeMy WebLinkAboutPreliminary Plat Dec 7 2001 Sheet 1THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
9940 ALLISONNILLE ROAD
P.O. BOX 509007
INDIANAPOLIS, INDIANA 46250
PHONE: (317) 849 -5935
THIS INSTRUMENT PREPARED FOR:
CENTEX HOMES/TRINITY HOMES L.L.C.
6602 E. 75TH STREET, SUITE 100
INDIANAPOLIS, INDIANA 46250
PHONE: (317) 915 -2200
CONTACT. TOM KUTZ
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THE LAKES AT HAYDEN RUN
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PRELIMINARY PLAT
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ROBERT R.
S.W. COR. N.E. 1/4
SEC. 29- T18N -R3E'
W.R. ENTERPRISES, L.P.
INST.09537459
�I
PON
73,
RtAIL 3' STONE LDER
0
F#2 % V D.. & LM.A.E.
sq.ft.
855.96'
2' 25' D.W.E.
JOHN A�'� y \3' PAVEMET EXTENSION -7
BRUCE H. YOUNG I X MARK G. HERBISON W4 sox
�'tOSSING v eex R
-ri
^+�,�� •�•' l' t Yom_ � �
ROOM W. ORAHM
RAY C. THOMAN
1 00, sq.
o W
C.A. #1
� �cP 91 .ft.
VAR. U. & LM. R J. ; '
t. I�+l' IERRERO
11
J� J••
DOSTM APPROXIMA'FE � , !!
:
P
•' 1, 1.
25' D.&U.E. !!
am N 4.
S E COR. W.
SEC. 29 -T1
P.Btt.
P.O.B.
,,. CARTER M. FORTUNE
SOILS MAP
NOT TO SCALE
SITE DATA
LEGAL DESCRIPTION
An undivided one -half (1/2) interest in and to the West Half of the Northeast
Quarter of Section 29, Township 18 North, Range 3 East in Clay Township,
Hamilton County, Indiana, more particularly described as follows:
Beginning at the Southeast corner of the West Half of the Northeast Quarter of
Section 29, Township 18 North, Range 3 East; thence North 90 degrees 00
minutes 00 seconds West over and along the South line of said Half Quarter a
distance of 1329.53 feet to the Southwest corner of said Half Quarter, thence
North 00 degrees 16 minutes 14 seconds East on and along the West line of said
Half Quarter a distance of 2633.80 feet to the Northwest comer of said Half
Quarter, thence South 89 degrees 59 minutes 31 seconds East over and along
the North line of said Half Quarter a distance of 1341.33 feet to the Northeast
comer of said Half Quarter, thence South 00 degrees 31 minutes 39 seconds
West on and along the East line of said Half Quarter a distance of 2633.71 feet
to the Southeast comer of said Half Quarter, said point being the place of
beginning and containing 80.742 acres, subject to all legal easements and
rights -of -way of record.
S /41848/L"d/bes"tton
October 18, 2001
AVERAGE LOT SIZE
14,122
S .Ft.
SMALLEST LOT
12,287
S .Ft.
LARGEST LOT
18,821
S .Ft.
TOTAL LOTS
111
17.321 AC.f
TOTAL ACRES
80.742
Ac.
GROSS DENSITY
1.37 U
A
TOTAL COMMON AREA
32.334
Ac.
PRESENT ZONING
S -1
D.E.
SUBMITTAL DATE
12 -7 -01
ALLOW. DENSITY
1.38 U
A
*PERMITTED DENSITY = BASE DENSITY [1 +1.5(OSP- SOSR)]
PERMITTED DENSITY = 1 [1 +1.5(4096-159.)]
PERMITTED DENSITY = 1.38
SPEED LIMIT: 25 MPH
10'
4' CONC. WALK
t _ ` S ME 1/4!' FT.
1" H.A. SURFACE
3' H.A. BINDER
9' COMPACTED /63
VICINITY MAP
NOT 10 SCALE
P ...........,�d0 %,,,
-4 }�7 .
d c?
LOTS
TOTAL ACRES
TOTAL C.A.
SECTION 1
66
44.494 AC.f
15.013 AC.f
SECTION 2
45
36.248 Ac.f
17.321 AC.f
TOTAL
111
80.742 AC.f
32.334 AC.f
*PERMITTED DENSITY = BASE DENSITY [1 +1.5(OSP- SOSR)]
PERMITTED DENSITY = 1 [1 +1.5(4096-159.)]
PERMITTED DENSITY = 1.38
SPEED LIMIT: 25 MPH
10'
4' CONC. WALK
t _ ` S ME 1/4!' FT.
1" H.A. SURFACE
3' H.A. BINDER
9' COMPACTED /63
VICINITY MAP
NOT 10 SCALE
P ...........,�d0 %,,,
-4 }�7 .
d c?
GENERAL NOTES:
1) ALL WELLHEADS WILL BE ABANDONED
BY STATE HEALTH PROCEDURES DURING
CONSTRUCTION.
2) A KNOCK BOX WILL BE INSTALLED IN
THE AMENITY AREA.
ALL PAVING TO COMPLY VVITH
W SECTION 401.5 OF THE I.N.D.O.T.
cocrmne•nwc 0n
w�co I
4' CON WALK
SLOPE 1/4' / FT. SLOPE'_1/4" / FT.
�' PREPARE SUBGRADE COMPACTED a S.S.D. TO BE INSTALLED
d3 TO 98X STANDARD PROCTER ' UNDER CURB BOTH SIDES
p p p.����G �/�p� yp pp��O��FyyppSTREET
NOTE, gAgE HALT EMULSION TO BC�E ggAPPLIEDE AE-T
M/►IERiAL STONE, AND FACET OF CURBS.
TACK COAT (PER ISHA SPEC'S.)
TYPICAL STREET CROSS SECTION
NOT TO SCALE
8 m
LEGEND
EXISTING TREE LINE
EXISTING STORM SEWER
'�:--
EXISTING SANITARY SEWER
---830
EXISTING CONTOUR
PROPOSED SANITARY SEWER
�-- • -4 PROPOSED STORM SEWER
W
PROPOSED WATER LINE
-000
PROPOSED SWALE
SCALE: 1"=100'
W
LEGEND
25
LOT NUMBER
D.E.
DRAINAGE EASEMENT
D.U. &S.E.
DRAINAGE UTILITY & SEWER EASEMENT
D.U. &S.S.E.
DRAINAGE UTILITY & SANITARY SEWER EASEMENT
D. &U.E.
DRAINAGE & UTILITY EASEMENT
N.A.E.
NON- ACCESS EASEMENT
B.L.
BUILDING LINE
L.M.A.E.
LANDSCAPE MAINTENANCE ACCESS EASEMENT
L•D•
LEGAL DRAIN
C.A.
COMMON AREA
OSP
OPEN SPACE IN THE SUBMITTED PLAT
SOSR
STANDARD OPEN SPACE REQUIREMENT PERCENTAGE
D.U. &L.M.A.E.
DRAINAGE UTILITY & LANDSCAPE
MAINTENANCE ACCESS EASEMENT
GENERAL NOTES:
1) ALL WELLHEADS WILL BE ABANDONED
BY STATE HEALTH PROCEDURES DURING
CONSTRUCTION.
2) A KNOCK BOX WILL BE INSTALLED IN
THE AMENITY AREA.
ALL PAVING TO COMPLY VVITH
W SECTION 401.5 OF THE I.N.D.O.T.
cocrmne•nwc 0n
w�co I
4' CON WALK
SLOPE 1/4' / FT. SLOPE'_1/4" / FT.
�' PREPARE SUBGRADE COMPACTED a S.S.D. TO BE INSTALLED
d3 TO 98X STANDARD PROCTER ' UNDER CURB BOTH SIDES
p p p.����G �/�p� yp pp��O��FyyppSTREET
NOTE, gAgE HALT EMULSION TO BC�E ggAPPLIEDE AE-T
M/►IERiAL STONE, AND FACET OF CURBS.
TACK COAT (PER ISHA SPEC'S.)
TYPICAL STREET CROSS SECTION
NOT TO SCALE
8 m
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