HomeMy WebLinkAboutPrimary PlatLARGEST LOT
18,931 sq.ft.
SMALLEST LOT
12,350 sq.ft.
AVERAGE LOT SIZE
13,703 sq.ft.
TOTAL LOTS
54
TOTAL ACRES
40.394 Ac.
GROSS DENSITY
1.34 U/A
TOTAL COMMON AREA
15.81 Ac.±
TOTAL OPEN SPACE (OSP)
15.81 Ac.±
PRESENT ZONING
S -1
SUBMITTAL DATE
6/18/04
THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
9940 ALLISONVILLE ROAD
P.O. BOX 509007
INDIANAPOLIS, INDIANA 46250
PHONE: (317) 849 -5935
THIS INSTRUMENT PREPARED FOR:
TOWNE ROAD PROPERTIES L.L.C.
1202 EAST 38TH STREET
INDIANAPOLIS, INDIANA 46205
CONTACT: RYAN THOMAS
PHONE: (317) 920 -1616
N89'36'39" E 1340.30'
NORTH LINE N.E. 1 4 SEC. 29 -T18N -R3E
107.71'
C.A. #3 3 3
n 16,308 sq. ft. o 8 N 7
t o VAR. L D.U&� .E.& o ,n 1 4 420 sq ft. P in 14,481 sq.
o O
z 35' B.L
95.00'
15' D.E.
25' D. &U.E.
95.00'
95.00'
95.00'
N89'49'57 "W
135.00'
12,82
M 39
sq. ft.
N89'49'57 "W
135.00'
N89•49'57 "W
25' D.U. &S.S.E.
35' B.L. bi
0 O
155.24' m
N89•49'57 "W
141.91'
N89'49'57 "W
183.71'
95.00'
15' D.E.
15' TREE I CORVATIO
95.00'
25' 0.&U.E.
95.00'
N9000'00 "E
864.77'
15' R.D.E.
95.00'
95.00'
N90'OO'00 "E
447.10'
S89'49'57 "E
130.00'
36
13,998 sq. ft.
/1 11 1 1 1 1 1 1 1/
95.00'
15' R.D.E.
95.00'
95.00
_20' D.BcU.E.
95.00'
95.00
15' D.E.
95.00'
ESMT.
95.00'
25' D.U. &S.S.E.
35' B.L. I W
w p 1.4
000
13 14
13,300 sq. ft. I 1 13.300 sq.
15' R.D.E.
95.00' 95.00'
95.00'
15' R.D.E.
95.00'
N90 00'00 "E
SECTION
I
33.79
95.00
95.00'
N89'36'38 E
c.a #10 SECTION
53,678 sq. ft.
VAR. D.U. &S.E.&
M,s 4 23 "w
LM.A.E.
N89'36'38 "E
337.17'
83.62'
15' D.E.
95.00'
15' D.E.
&U.E.
95.00'
95.00'
95.00'
95.00'
2
14,788 sq.
35' S.L.
25' D. &U.E.
95.00'
15' R.D.E.
95.00'
95.00
20' D.&U.E.
15' D.E.
95.00'
95.00'
25' D.U. &S.S.E.
95.00'
C.A. le
33.860 sq. ft.
VAR. D.U. &S.E.&
LM.A.E.
CO. II.
ry
95.00'
15' D.E.
91.52' 3.4
N89'34'03 "W
130.00'
28
12,350 sq. ft.
N89'34'03 "W
130.00'
18,93 ft.
238.45'
S89 34'03 "E
53
12,3699 sq. ft.
S8934'03 "E
130.00'
52
12,350 sq. ft.
S89'34'03 "E
D.U. &S.S.E
12,825 sq. ft. o
O
95.00'
95.00'
0
0
47
17,370 sq. ft.
130.00'
349.86'
O z
ZJ
S.W. COR E. 1/2 N.E. 1/4
SEC. 29 -T18N -R3E
THE LAKES AT TOWNS ROAD
PRIMARY PLAT
S8916'38"W 1334.21'
e
S.E. COR N.E. 1/4
SEC. 29 -T18N -R3E 1=
.O.B.
N.E. COR N.E. 1/4
SEC. 29 -T18N -R3E
SECTION 1
SECTION 2
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50
GRAPHIC SCALE
100
200
IN FEET
1 inch 100 ft.
LEGAL DESCRIPTION
A part of the Northeast Quarter of Section 29, Township 18 North, Range 3 East,
Hamilton County, Indiana, being more particularly described as follows:
Beginning at the Northeast corner of said northeast Quarter Section; thence South 00
degrees 25 minutes 57 seconds West along the East line of said Northeast Quarter
1,315.94 feet; thence South 89 degrees 36 minutes 38 seconds West 1,334.21 feet to
the West line of the East half of said Northeast Quarter; thence North 00 degrees 10
minutes 03 seconds East along said West line 1,315.88 feet to the Northwest corner
of said half Quarter Section; thence North 89 degrees 36 minutes 39 seconds East
along said North line 1,340.30 feet to the place of beginning, containing 40.394
acres, more or less, subject to all legal highways, rights -of -ways, easements, and
restrictions of record.
S:\487001LEGAL\PREL- PLAT.rtf
June 14, 2004
SITE DATA
LEGEND
EXISTING WOODS
EXISTING STORM SEWER
EXISTING SANITARY SEWER
830 EXISTING CONTOUR
PROPOSED SANITARY SEWER
II- -4 PROPOSED STORM SEWER
W PROPOSED WATER LINE
PROPOSED 10' PEDESTRIAN PATH
M
400
10'
5' CONC. WALK
SLOPE 1/4" FT.
1" H.A. SURFACE
3" H.A. BINDER
9" COMPACTED #53
STONE BASE
GENERAL NOTES:
1) ALL WELLHEADS WILL BE A3ANDONED
BY STATE HEALTH PROCEDURES DURING
CONSTRUCTION.
2) A KNOCK BOX WILL BE INSTALLED IN
THE AMENITY AREA.
6=1
2' -0"
kr.V.4%/1125 MIA
SLOPE: 1/4"
50'
25
D.E.
D.U. &S.E.
D.U. &S.S.E.
D. &U.E.
D.U. &L.M.A.E.
B.L.
C.A.
I.E. &U. A. E.
I.E.E.
N.A.E.
OSP
SOSR
30'
BITUMINOUS
R/W
PAVEMENT
SURFACE
LEGEND
LOT NUMBER
DRAINAGE EASEMENT
DRAINAGE UTILITY SEWER EASEMENT
DRAINAGE UTILITY SANITARY SEWER EASEMENT
DRAINAGE UTILITY EASEMENT
DRAINAGE UTILITY LANDSCAPE
MAINTENANCE ACCESS EASEMENT
BUILDING LINE
COMMON AREA
INGRESS /EGRESS UTILITY ACCESS EASEMENT
INGRESS /EGRESS EASEMENT
NON- ACCESS EASEMENT
OPEN SPACE IN THE SUBMITTED PLAT
STANDARD OPEN SPACE REQUIREMENT PERCENTAGE
SPEED LIMIT: 25 MPH
SLOPE: 1/4" FT.
PREPARE SUBGRADE COMPACTED
TO 98% STANDARD PROCTER
2' -0"
CONC.
CURB
TYPICAL STREET CROSS SECTION
VICINITY MAP
(N.T.S.)
SOILS MAP
(N.T.S.)
10'
ALL PAVING TO COMPLY WITH
SECTION 401.5 OF THE I.N.D.O.T.
SPECIFICATIONS BOOK
5' CONC. WALK
Sj OPF 1/4" FT.
I
NOTE: 0.10 0.15 GAL SQ. YD. OF TYPE AE -T
ASPHALT EMULSION TO BE APPLIED
BETWEEN STONE RAND OF AND CURBS.
OF
COAT (PER ISHA SPEC'S.)
ANNUM
-.tau•- i
I.
1 =.t
I
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
000 WI 1111
1STEq�
Q .O
900012
STATE OF
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SHEET NO.
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OF 1 SHEETS
JOB NO. 48700
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