HomeMy WebLinkAboutPrimary Plat pg 1THIS 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:
PITTMAN PARTNERS
P.O. BOX 554
CARMEL, INDIANA 46082
PHONE: (317) 580 -9693
CONTACT: STEVE PITTMAN
AVERAGE LIOT SIZE 11,618 Sq.Ft
SMALLEST LOT 10,000 Sq.Ft
LARGEST LOT 26,436 Sq.Ft
TOTAL LOTS 79
TOTAL ACRES 39.587 Ac.
GROSS DENSITY 2.00 U/A
TOTAL COMMON AREA 10.88 Ac.±
PRESENT ZONING S- 1 /RESIDENCE-
VERY LOW DENSITY
SUBMITTAL DATE 12/02/03
LOTS TOTAL ACRES TOTAL C.A.
SECTION 1 47 22.392 Ac.± 5.587 Ac.±
SECTION 2 49 28.286 Ac.± 9.821 Ac.±
SECTION 2 57 26.316 Ac.± 4.951 Ac.±
TOTAL 153 76.994 Ac.± 20.359 Ac.±
PERMITTED DENSITY BASE DENSITY [1 +1.5(OSP- SOSR)]
PERMITTED DENSITY 1.3 [1 +1.5(38 -15
PERMITTED DENSITY 1.63
GENERAL NOTES:
NOW; OR FORMERLY
MATTHEW. E. HUBBARD
INSTR. No. 99 65506'
ZONING -S1
SINGLE FAMILY RESIDENCE
o N.E. COR., N.W. 1/4, C.A. ;#14
SEC. 20, T.18N.,: R.3E. 6,910 sq. ft.
VAR. D.U.S &L.M.A.
N00'02'26" 294.08'
178.43'
80.00'
80.00'
S00'24' 0 "E
85.00'
S00'05'16 "E
20'
85.00'
80.00'
,00'08
,00'08
201D.U.RSS.E.
105.d
S00'05'16 "E
125.00'
194.07'
80.00'
80.00'
80.00'
51.45
S 58.65'
22.49' 92.94'
80.00'
S00'2<'40 "E
94046'
54.54'
85.00'
15' R.D.E.
o" 6
o 0) N
Of o
w
0)
M „L 1,65. LOS
r
S00'05' 16 "E.
520.14'
85.00'
85.00'
80.00'
80.00'
80.00'
o Of
25' B.L.
67.72'
78.45' 21.28
0)
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135.00'
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M
114.90'
00 m
0
N
N00'23'21 "W
135.00'
15' R.D.E.
6
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N00'23'21 W
135.00'
25' D.E.
15 L.M.A.E.
00.'991.
80.00'
25' B.L.
80.00'
80.00'
80.00'
471.66'
S00'05'16 "E
80.00'
15' D.E. A
80.00'
80.00 80.00 80.00 85.00 85.00'
80.00'
85.00'
80.00'
15' D.E.
7.7r 20'
80.00'
80.00
CALLA.)
20' D.U. &S.E.
25' B.L.
4-
a
Nt• N
N M N
N
O
15' R.D.E.
80.00'
15' R.D.E.
80.00'
,00'08
80.00'
,00'09
19'26
,10
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85.00' 1 80.00'
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20'
,00'09
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,00'09
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8.50'
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82.74'
376.68'
85.00' 85.00'
85.00'
80.00'
D. &U.E.
80.00' 80.00'
80.00'
,00'08 15'
80.00'
MEM
,00
DOUBLE ACRE ESTATE
INSTR. No. 96 -10053
P.C. 1, SLIDE 666
NOW OR FORMERLY
ROBERT ALLEN KOWICH
INSTR. No. 98 -51926
ZONING-S1
SINGLE. FAMILY RESIDENCE
S00'07'54 "E
336.09'
25' B.L.
15' L.M.A.E.
.00'99
WI G
POOL
[:=4,
NOW OR FORMERLY
OWEN L.
RUTH ANN HUTSON
INSTR. No. 97 -52455
ZONING -S1
o- SINGLE FAMILY RESIDENCE
S00'02'26 "W 294.08'
SITE DATA
2) ALL HANDICAP RAMPS COMPLY WITH
CURRENT ADA STANDARDS.
SPEED LIMIT: 25 MPH
1) ALL WELLHEADS WILL BE ABANDONED BY STATE HEALTH PROCEDURES
DURING CONSTRUCTION.
I I to)
o O N
co
15 R.D.E.
I NO0'05'16 "W
3) THE SUBJECT PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD
ZONE A AS SAID TRACT PLOTS BY SCALE ON COMMUNITY PANEL NO.
1805700205E OF THE FLOOD INSURANCE RATE MAPS DATED FEBRUARY 19,
2003.
S00'02' 26'" W 1315.35'
NOW OR FORMERLY
STEVE S. CHANG
HAK SUNG CHANG'.
INST. No. 93- 46104'
ZONING -S1
AGRICULTURE
21.5 EXISTING CONTOUR
PROPOSED SANITARY SEWER
1-- -4 PROPOSED STORM SEWER
W- PROPOSED WATER LINE HYDRANT
K 4 Qw PROPOSED PATH
75
D.E.
D.U. &S.E.
D.U. &S. S. E.
D. &U.E.
N.A.E.
B.L.
C.A.
OSP
SOSR
D.U. &L.M.A.E.
z l 25' B.L.
PROPOSED SWALE
LEGEND
LOT NUMBER
DRAINAGE EASEMENT
DRAINAGE UTILITY SEWER EASEMENT
DRAINAGE UTILITY SANITARY SEWER EASEMENT
DRAINAGE UTILITY EASEMENT
NON- ACCESS EASEMENT
BUILDING LINE
COMMON AREA
OPEN SPACE IN THE SUBMITTED PLAT
STANDARD OPEN SPACE REQUIREMENT PERCENTAGE
DRAINAGE UTILITY LANDSCAPE
MAINTENANCE ACCESS EASEMENT
REGULATED DRAINAGE EASEMENT
HEATHER KNOLL
PRIMARY PLAT
1" H.A. SURFACE
3" H.A. BINDER
5' CONC. WALK
SLOPE 1/4" FT
Ira
w
0 o
p (4 4 O
ao ;O N
80.72'
A part of the Northeast Quarter and the Northwest Quarter of Section 20, Township 18 North,
Range 3 East, Clay Township, Hamilton County, Indiana, more particularly described as
follows:
Beginning at the Southwest corner of said Northeast Quarter Section; thence North 89 degrees
32 minutes 44 seconds East along the South line of said Quarter Section 503.70 feet; thence
North 00 degrees 05 minutes 16 seconds West 348.50 feet; thence North 89 degrees 32
minutes 44 seconds East parallel to the South line of said Quarter Section 125.00 feet; thence
South 00 degrees 05 minutes 16 seconds East 348.50 feet to the South line of said Northeast
Quarter; thence North 89 degrees 32 minutes 44 seconds East along said South line 702.41
feet; thence North 00 degrees 07 minutes 54 seconds West 2,319.27 feet; thence South 89
degrees 30 minutes 49 seconds West parallel to the North line of said Northeast Quarter
557.90 feet; thence North 00 degrees 07 minutes 54 seconds West 18.23 feet; thence South 89
degrees 30 minutes 49 seconds West parallel to the North line of said Northeast Quarter
766.19 feet to the East line of said Northwest Quarter Section; thence North 00 degrees 02
minutes 26 seconds East along said East line 294.08 feet to the Northeast corner of said
Quarter Section; thence South 89 degrees 35 minutes 20 seconds West along the North line of
said Quarter Section 231.81 feet; thence South 00 degrees 02 minutes 26 seconds West
parallel to the East line of said Quarter Section 1,315.35 feet; thence North 89 degrees 36
minutes 39 seconds East 231.81 feet to the East line of said Quarter Section; thence South 00
degrees 02 minutes 26 seconds West along said South line 1,315.44 feet to the place of
beginning, containing 76.994 acres, more or less.
S:\47175\1ga1\.rtfPREL -PLAT
August 5, 2)04
BITUMINOUS
FT.
HOUSE
LEGAL DESCRIPTION
PAVEMENT
SURFACE
20' D.U. &S.S.E.
SLOPE: 1 /4" FT.
PREPARE SUBGRADE COMPACTED
TO 98% STANDARD PROCTER
2'- 0"
CONC.
CURB
TYPICAL STREET O CROSS SECTION
NOT T SCALE
APPROXIMATE LOCATION OF THE
STULTZ ALMOND LEGAL DRAIN EASEMENT
(75' ON BOTH SIDES OF THE FIELD TILE)
AS SCALED FROM COUNTY
SURVEYOR'S LEGAL DRAIN MAPS
(WILL BE RECONSTRUCTED/ ABANDONED
AS PART OF THE TRAILS AT HAYDEN RUN
DEVELOPMENT)
ALL PAVING TO COMPLY WITH
SECTION 401.5 OF THE I.N.D.O.T.
SPECIFICATIONS BOOK
5' CONC. WALK
SLOPE 1/4" FT.
NOTE: 0.10 0.15 GAL./SQ. YD. 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.)
1'
TYP
1=11- #11 IAli: ='.11. 1 AJ1.=` :11.=`.11:=11.= :11:= 1 1MATAI -2 1I :=`.II:4ll1ll:All.= `.II.se11.o =11
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
W N
o
25' B.L.
0' D.U. &S. S. E.
S00'02'26"W 1315.44'
R.D.E.
L.M.A.E.
,c'S'Ob l
NOW OR FORMERLY
THOMAS M. LAURA M. KING, TRUSTEES
THOMAS M. LAURA M. KING LIVING TRUST
INSTR. No. 97 -13300
ZONING -S1
AGRICULTURE
PARCEL ID TAX #'S
PARCEL 1 17.09.20.00.00.005.002
PARCEL 2 17.09.20.00.00.006.000
PARCEL 3 17.09.20.00.00.009.201
PARCEL 4 17.09.20.00.00.009.301
NOTE:
1.141 ST STREET SHALL BE RESURFACED
WITH 900 TON 1 MILE WEDGE AND LEVEL,
2" HAC BINDER AND 1" HAC SURFACE, 3'
STONE SHOULDER ON BOTH SIDES OF PAVEMENT
AND ALL PAVEMENT MARKINGS TO BE REPLACED
WITHIN THE BOUNDARIES OF THE PROJECT AND/
OR THE LIMITS OF PROPOSED IMPROVEMENTS.
2. THE STULTZ AND ALMOND LEGAL DRAIN SHALL BE
VACATED AND DESTROYED WITHIN THE BOUNDARIES OF
THIS DEVELOPMENT.
GRAPHIC SCALE
100 200
5.1 E /348.0
S.W. COR., N.E. 1/4, J
SEC. 20, T.18N., R.3E.
AWA sNosV3c ana3
SOILS MAP
NOT TO SCALE
NOW OR FORMERLY
1'NER FAMILY PARTNERSHIP, L.P.
INSTR. No. 95- 566104....
ZONING -S1
AGRICULTURE
VICINITY MAP
NOT TO SCALE
STATE OF
t DIAN
SU F
ONNECT RECONSTRUCTED
STULTZ ALMOND LEGAL DRAIN EASEMENT
LOCATED 3,244'± EAST
WESTWOOD ESTATES.
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