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14,152 sq.ft.
AVERAGE LOT SIZE
16,185 sq.ft.
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180
'I
LARGEST LOT
30,542 sq.ft.
SMALLEST LOT
14,152 sq.ft.
AVERAGE LOT SIZE
16,185 sq.ft.
TOTAL LOTS
180
TOTAL ACRES
127.568 Ac.
GROSS DENSITY
1.41 U/A
TOTAL COMMON AREA
40.359 Ac.±
PRESENT ZONING
S -1
SUBMITTAL DATE
6/18/04
874.9
3' STONE SHOULDER
A
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O 9�� 16.95 20 i D 8ctl.E'
73.07 25' p.
N r I'
1; o r 129 i o
1 5 9 40 sq ./ft.
N 8
i.. 15,538 sq. f{ w 8.5
v rA83'6/
104.74'
S89 32 "W
279 '21'
MAIM
878
N8945
140.00'
0 D.U.& .Ss
25' B.L
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15 hh 6,502 /sq. ft.1 r;_gi
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15' D.E. 1
1 1 io.00'
164
17;215 sq. ft.
'32 "W
N
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162
0
16,911 sq. ft
n 15' R.D.E./
S82 23'49'�14X..
167.83`
/'R.D.E
7.1 888.4
i 161
23,348 sq ft.
s j I j. d 's
840 q. ft.
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/V 14,250 s ft. 9 1
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94�� 108 \s
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88.03'
'32 "E '104.56'
'436.- TONE OULDE
111 'Nc
15,096 sq. ft. N
;S89'45'32 "W
140.00'
74.53'
S89 45'32 "W
119.53>
20.1
15 .15'
144
14,511 sq. ft.
N89'45'32 "E
89 '109 "E
249.52'
S•
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X 93 8
34'1
11LIWa
Y
OW OR FORMER
AIG R. DVIiP" E.
McELHENY(
T. #199909965510
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OR FORMERLf
R. /DIAN,E E.
McEL14ENY I
#19990996 10/
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25' B.L
887.7
o cn
18,982 sq. ft...
S89 "45'32 "W
104.74'
10' PEDESTRIAU PAIL-
171.14'
SECTION
903.3
2 N.A.E`• 412 :94
25'
4 0 5
10' EDES�RIAN PATH
15,6 3sq. 1
15' R.D.E.
9'45'32 "E
153.36'
15' R.D.E.
N8 °'45'32 "E
2� B.L.
20' D.U.&S.S.E.
100;00'
N89 "F
100.00'
S89
129.9
_20' E.
15' R.D.E.
S89'58'59 "W
150.00'
100.00
15,000 ft
100.00'
109.10'
199.66'
N89'56'31 "E
14;20 sq. ft.
'100.00'
25' B.L.
S.
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:
PITTMAN PARTNERS
370 SANNER COURT
INDIANAPOLIS, INDIANA 42960
CONTACT: STEVE PITTMAN
PHONE: (317) 580-4693
DON
NOW OR FORMERLY
INST. #9442011
N OR-- FORMERL 2.2
MAC s•4NVESTMENTS)&LC
INST. 007433
877.5
176.3
IN
C
NOW OR FORMERLY
MAC INVESTMENTS LLC
INST. #200100074383
X 871
NO W
CRA I
NOW OR FORMERLY.
F. PATRICIA R. GONGAWAR
\I ST. #9809810992
V
x 872.4
871.6 X
878.4
X
x 878.7
2
X 876.1
x 872.1.
X 879.3
878.5
X
U)
NJ.
NOW OR FORMERLY
CRAIG R. DIANE E. McEL i ENY
INST. #98O987337g77,1 '11
NOW OR FORMERLY
DAVID P. MARGARET A. SCHMITT
INST. #9809820183
883.5
z
U 7ti
3 PAVEMENT'EXTENSION
NOW OR FORMERLY
DAVID P. MARGARET A. SCHMITT
INST. #9809820182
41st S
'45'32
S89'54 48"W 1314.
I
j NOW OR
HENRY C,AM JR. CHRISTINE L. CAMFERDAM
INSTR. 200000045205
NOW OR FORMERLY
DAVID P. MARGARET A. SCHMITT
INST. 0809820184
EET
131
LongRidge Estates
PRIMARY PLAT
.0
NOW OR FORMERLY
GENEVA M. SHELBURN
INST. #8913572
904.6
X
NORTH LINE S.W. 1/4 SEC. 19- T1�F
i 1_ f'/ PAVEMENT EXTEN
x 905.8
906.8
X
nn7
N.E. COR. S.W. 1/4
SEC. 19- T18N -R3E
ti
S.E. 1/4,
EC9, T.18N., R.3E.
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co
F;
a NOW OR FORMERLY
NANCY L TRUSTEE CLAMPITT
INST. #9539554
cc
t
90
904.9
NOW OR FORMERLY
GENEVA M. SHELBURN
INST. #8913572
NOW OR FORMERLY
MARTIN J. FAMILY LP CLAMPITT
INST. #9539554
N.W. dbR., S. 1 /,40$5. V 1 /4,
SEC. 19, T.18N., R.3E.
907.4
89'58'59 "W
150.00
'4..
mi l
01 �m' o 96
0 I N r� ,000 sq. ft.
or-
97
15,000
S89'58'59 "W
A part of the Southeast and the Southwest Quarter of Section 19, Township 18 North, Range 3 East,
Clay Township, Hamilton County, Indiana, being more particularly described as follows:
Beginning at the Southeast corner of said Southeast Quarter; thence South 89 degrees 56 minutes 31
seconds West along the South line of said Southeast Quarter 2,625.30 feet to the Southwest corner of
said Southeast Quarter; thence North 00 degrees 01 minutes 01 seconds West along the West line of
said Southeast Quarter 806.18 feet; thence South 89 degrees 54 minutes 48 seconds West 1,314.17
feet to the West line of the East half of said Southwest Quarter, thence North 00 degrees 01 minutes
05 seconds West along said West line 1,819.19 feet to the Northwest corner of the East half of said
Southwest Quarter; thence North 89 degrees 45 minutes 32 seconds East along the North line of said
half Quarter Section 1,314.92 feet to the Northeast corner of said Southwest Quarter; thence South 00
degrees 00 minutes 13 seconds West along the East line of said Southwest Quarter 1,319.26 feet to
the Northwest corner of the South half of said Southeast Quarter, thence North 89 degrees 51 minutes
09 seconds East along the North line of said Half Quarter Section 1,529.58 feet; thence South 00
degrees 48 minutes 47 seconds West 256.68 feet; thence North 89 degrees 47 minutes 36 seconds
East 1,100.34 feet to the East line of said Southeast Quarter; thence South 00 degrees 02 minutes 40
seconds West along said East line 1,058.24 feet to the place of beginning, containing 127.569 acres,
more or less, subject to all legal highways, rights -of -ways, easements, and restrictions of record.
SA474251LEGAL\PREL- PLAT.rtf
June 16, 2004
7.04'
25' B.L
4i 3
79
17,888'\sq. ft.
80
J X 906.4
U'
m
LEGAL DESCRIPTION
SITE DATA
z
15 X 907
S8f
14,2
I 0". 90
1 14,250 sq. ft. I 0 14,2
O
Im SECCT ON
S8f
x
90
D.E.
D.U. &S.E.
D.U. &S.S.E.
D. &U.E.
D.U. &L.M.A.E.
C.E.
B.L.
C.A.
N.A.E.
R.D.E.
LEGEND
LOT NUMBER
DRAINAGE EASEMENT
DRAINAGE UTILITY SEWER EASEMENT
DRAINAGE UTILITY SANITARY SEWER EASEMENT
DRAINAGE UTILITY EASEMENT
DRAINAGE UTILITY LANDSCAPE
MAINTENANCE ACCESS EASEMENT
CONSERVATION EASEMENT
BUILDING LINE
COMMON AREA
NON- ACCESS EASEMENT
REGULATED DRAIN EASMENT
GENERAL NOTES:
LEGEND
EXISTING WOODS
EXISTING STORM SEWER
0 EXISTING SANITARY SEWER
W EXISTING WATER LINE
PROPOSED SANITARY SEWER
-4 PROPOSED STORM SEWER
1) ALL WELLHEADS WILL BE ABANDONED
BY STATE HEALTH PROCEDURES DURING
CONSTRUCTION.
2) A KNOCK BOX WILL BE INSTALLED IN
THE AMENITY AREA.
10'
5' CONC. WALK
OPE1 4" FT.
I:
1" H.A. SURFACE
5" 5D BASE
7" COMPACTED 53
STONE BASE
6=1
2' -O"
CURB
:t
W PROPOSED WATER LINE
PROPOSED 10' PEDESTRIAN PATH
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0
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to
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0,
w
cr
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w
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Q
0
EXISTING CONTOUR
100
SPEED LIMIT: 25 MPH
50'
BITUMINOUS
SLOPE: 1 /4" FT.
30'
R/W
PAVEMENT
SURFACE
SLOPE: 1/4. FT.
PREPARE SUBGRADE COMPACTED
TO 98% STANDARD PROCTER
VICINITY MAP
(N.T.S.)
SOILS MAP
(N.T.S.)
GRAPHIC SCALE
0 50 100 200
IN FEET
1 inch 100 ft.
2' -0"
CONC.
CURB
TYPICAL STREET CROSS SECTION
900012
STATE OF
SUM!
ALL PAVING TO COMPLY WITH
SECTION 401.5 OF THE I.N.D.O.T.
SPECIFICATIONS BOOK
10'
5' CONC. WALK
SLOPE 1/4" FT.
u a ,i� u I1 u.tt n-
11= 1FIR11= 11= 11. =11 =u 1t=�1- 11=11- 114T-1 iria n: -l1
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
NOTE: 0.10 0.15 GAL./SQ. YD. OF TYPE AE -T
ASPHALT EMULSION TO BE APPLIED
BETWEEN EACH LAYER OF BITUMINOUS
MATERIAL STONIE, AND FACE OF CURBS.
TACK COAT (PER ISHA SPEC'S.)
ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON
400
N
to
U)
a
4-0
U)
hi
SHEET NO.
1
OF
JOB NO. 47425
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2 SHEETS
CONSULTING
1
849-5935
CERTIFIED: