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10,400 sq.ft.
AVERAGE LOT SIZE
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LARGEST LOT
16,024 sq.ft.
SMALLEST LOT
10,400 sq.ft.
AVERAGE LOT SIZE
11,912 sq.ft.
TOTAL LOTS
64
TOTAL ACRES
40.000 Ac.
GROSS DENSITY
1.6 U/A
TOTAL COMMON AREA
14.200 Ac.±
PRESENT ZONING
S-1
SUBMITTAL DATE
9/1/04
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) 580-9693
NOW OR FORMERLY
JUDITH A. CARTER
INSTR. No. 98-30897
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JUDITH A. CARTER..:\;9
INSTR No 98 oi
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58 '35'20"W
106.18'
63
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80.14'
15' D.E.
58' 73.43'
14.55
C.A. #4
216,402 sq. ft.
VAR. D.U.S.&L.M.A.E.
AKE
30,399 sq. ft:\
106.18'
80.00'
80.00'
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130.00'
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10,400 sci. ft.
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40' B.L.
NOW OR FORMERLY
DAVID BETH BIDGOOD
INSTR. No. 95-5398
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S.W. COR., N.W. 1/4,
SEC. 20, T.18N., R.3E.
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MARCELLO DINA GRAFFITTI
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NOW OR FORMERLY
JON R. CYNTHIA A. HASKELL
INSTR. No. 94-27730
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NOW OR FORMERLY
BERTO ELIDE BERNARDON
D.R. 217, PAGE 192
NOW OR FORMERLY
DAVID GERSTEIN
INSTR. No. 2002-98853
VE
1° e7'
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BrightLeaf
PRIMA Y PLAT
S.E. COR., S.W. 1/4, N.W. 1/4,\
SEC. 20, T.18N., R.3E.
S. LINE, N.W. 1/4, SEC. 20, T.18N., R.3E.
FORCEMAIN TO MANHOLE
APPDXIMATELY 1.300± EAST
HEATHER KNOLL SECTION 2
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N.W. 1/4, N.W. 1/4,
EC. 20, T.18N., R.3E.
36
10,872 s ft.
NOW OR FORMERLY
KAUFMAN STABLES, INC.
INSTR. No. 98-3362
SE. COR., N.W. 1/4, N.W. 1/4,
SC. 20, T.18N., R.3E.
NOW OR FORMERLY
THOMAS M. LAURA M. KING, TRUSTEES
THOMAS M. LAURA M. KING LIVING TRUST
INSTR. No. 97-13300
N.E. COR., N.W. 1/4,
SEC. 20, T.18N., R.3E
N.E. COR., S.E. 1/4, N.W. 1/4,
SEC. 20, T.18N., R.3E.
S.E. COR., N.W. 1/4,
SEC. 20, T.18N., R.3E.
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EXISTING TREE LINE
0 EXISTING SANITARY SEWER
EXISTING CONTOUR
EXISTING FLOW LINE
EXISTING BURIED ELECTRIC LINE
BON
30
D.E.
D.U.&S.E.
D.U.&S.S.E.
D.&U.E.
D.U.&L.M.A.E.
B.L.
C.A.
N.A.E.
R.D.E.
TYP
The Northwest Quarter of the Northwest Quarter of Section 20, Township 18
North, Range 3 East, Clay Township, Hamilton County, India la, being more
particularly described as follows:
Beginning at the Northwest comer of said Quarter-Quarter Section; thence
North 89 degrees 35 minutes 20 seconds East along the North line of said
Quarter-Quarter Section a distance of 1,325.12 feet to the Northeast comer of
said Quarter-Quarter Section; thence South 00 degrees 03 minutes 54 seconds
West along the East line of said Quarter-Quarter Section a distance of
1,314.94 feet to the Southeast comer of said Quarter-Quarter F ection; thence
South 89 degrees 36 minutes 39 seconds West along the South line of said
Quarter-Quarter Section a distance of 1,325.67 feet to the SoLthwest corner
of said Quarter-Quarter Section; thence North 00 degrees 05 minutes 21
seconds East along the West line of said Quarter-Quarter Section a distance
of 1,314.43 feet to the place of beginning, containing 40.000 acres, more or
less.
S:\48650\Iegal\PREL-PLATstf
June 3, 2004
LEGEND
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
E o
PROPOSED WATER LINE
PROPOSED LIFT STATION
maw PROPOSED WALKING PATH
0'
EXISTING OVERHEAD ELECTRIC LINES
EXISTING BURIED TELEPHONE LINE
EXISTING TELEPHONE LINE
EXISTING BURIED CABLE T.V. LINE
EXISTING CABLE T.V. LINE
EXISTING GAS LINE
EXISTING POWER POLE
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
LEGEND
LOT NUMBER
DRAINAGE EASEMENT
DRAINAGE UTILITY SEWER EASEMENT
DRAINAGE UTILITY SANITARY SEWER EASE K ENT
DRAINAGE UTILITY EASEMENT
DRAINAGE UTILITY LANDSCAPE
MAINTENANCE ACCESS EASEMENT
BUILDING LINE
COMMON AREA
NON-ACCESS EASEMENT
REGULATED DRAIN EASEMENT
SITE DATA
5' CONC. WALK
laPE FT.
1" H.A. SURFACE
3" H.A. BINDER
9" COMPACTED #53
STONE BASE
LEGAL DESCRIPTION
50'
30'
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.
R/W
PAVEMENT
100 0 50 100
PREPARE SUBGRADE COMPACTED
TO 98% STANDARD PROCTER
TYPICAL STREET CROSS SECTION
NOT T SCALE
VICINITY MAP
(N. T.S.)
SOILS MAP
(N. T. S.)
GRAPHIC SCALE
IN FEET
1 inch 100 ft.
ALL PAVING TO COMPLY WITH
SECTION 401.5 OF THE I.N.D.O.T.
SPECIFICATIONS BOOK
1=111:•.,10rnan,
BITUMINOUS
FT.
SURFACE
SLOPE: 1/4" FT.
5' CONC. WALK
SLOPE 1 /4" FT.
10'
S.S.D TO BE IN STALLED
UNDER CURB BOTH SIDES
OF STREET
IF
NOTE: 0.10 0.15 GAL./SQ. BE OF TYPE AE-T
ASPHALT EMULSION TO BE APPLIED
BETWEEN EACH LAYER OF BITUMINOUS
MATERIAL STONE, AND FACE OF CURBS.
TACK COAT (PER ISHA SPEC'S.)
200
se.
STATE OF
o
SPEED LIMIT: 25 MPH
400