HomeMy WebLinkAboutPrimary Plat 196-03 pktAVERAGE LOT SIZE
11,312 Sq.Ft
SMALLEST LOT
10,000 Sq.Ft
LARGEST LOT
29,199 Sq.Ft
TOTAL LOTS
79
TOTAL ACRES
39.587 Ac.
GROSS DENSITY
2.00 U/A
TOTAL COMMON
AREA
12.58 Ac.±
PRESENT ZONING
S -1 /RESIDENCE-
VERY LOW DENSITY
SUBMITTAL DATE
12/02/03
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:
PITTMAN PARTNERS
P.O. BOX 554
CARMEL, INDIANA 46082
PHONE: (317) 580 -9693
CONTACT: STEVE PITTMAN
t C.A. 248.14
7.628. sq.ft.
VAR. D.U.S.S. &L.M.A.E.
214.07'
80.00'
•.15' D.E.
Sri 25' B.L.
80.00'
80.00'
POND #2
81,467. sq.ft.
80.00'
,00
139.34
15' L.M. A. E.
3 „00,00.00#
15 L.M.A.E
80.00'
85.00'
85.00'
85.00'
85.00'
85.00
85.00'
80.00'
15' D.E.
80.00'
80.00
85.00
577.62'
80.00
D. &U.E.
80.00'
80.00'
80.00'
85.00
80.00'
80.00'
85.00
85.00
D.U. &S.S.E.
25' B.L.
o
O-
m
0,
CO
0
25' D.E. r
15 LL M.A.E.
80.00'
80.00
15' L.M.A.E.
80.0
56.88'
15' D.E.
94.42
75 :50
15' R.D.E.
96.10'
80.00
80.00
80.00'
80.00'
20'
80.00'
80.00'
L.M.A.E.
R.D.
o N N
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25' B.L.
.U. &S.S. E.
80.00
D. &U. E.
25' B.L.
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15' D.U. &S.E.
80.00'
N00'05'16 "W
627,22'
1204.84'
85,00'
20' D. &UE.
25' B.L.
1'26 "W 85.00'
80.00'
80.00'
D. &U.E.
80.00'
325:97
15
80.00'
85.00
85.00'
80.00'
D.U. &S.E.
NI co
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N N
0
80.00'
93.61'
85:'00
85.00'
80.00
80..00"
734.95'
408.98'
91.08'
20'
80.00'
80.00
80.00'
80.00'
D.U. &S.E.
80.00'
80.00'
o Q' .r
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80.00'
80.00'
80.00'
C.A. #4
34,034.; sq.ft.
VAR. D.U.S. &L.M.A.E.
,LZ'SOL
438.88'
POND #1
54,277. sq.f�
80.00'
80.00'
85.00'
25' D.E.
15' L.M.A.E.
OR FORMER Y
RGE RICHAR
JOELLA STAM ER
STR. No. 89 8950
N00'05'1 'W 348.50'
0'27'16 "W
124.95
DOUBLE ACRE ESTATE
INSTR. No. 96 -10053
P.C. 1, SLIDE 666
NOW OR FORMERLY
ROBERT ALLEN KOWICH
INSTR. No. 98 -51926
NOW OR FORMERLY
MATTHEW E. HUBBARD
INSTR. No. 99 -65506
Lf) of N
O N
0
25' D.E.
S00'24'40 "E
940.46'
MAW
80.00
93.91'
132.42'
25' D.E.
15' L.M.A.E.
184.91'
19'211 M„9Z,Z
424.35'
z
GENERAL NOTES:
n.
S.E. COR., N.E. 1/4,
SEC. 20, T.18N., R.3E.
SOO'02'26 "W 294.08'
C.A. /10
4,283. sq.ft.
VAR. D.U.S.S.4CL.M.A.E.
SITE DATA
NOW OR FORMERLY
OWEN L.
RUTH ANN HUTSON
INSTR. No. 97 -52455
PERMITTED DENSITY BASE DENSITY [1 +1.5(0SP- SOSR)]
PERMITTED DENSITY 1.3 [1 +1.5(38 -15
PERMITTED DENSITY 1.63
1) ALL WELLHEADS WILL BE ABANDONED BY STATE HEALTH PROCEDURES
DURING CONSTRUCTION.
2) ALL HANDICAP RAMPS COMPLY WITH
CURRENT ADA STANDARDS.
3) THE SUBJECT PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD
ZONE A AS SAID TRACT PLOTS BY SCALE ON COMMUNITY PANEL NO.
18057CO205F OF THE FLOOD INSURANCE RATE MAPS DATED FEBRUARY 19,
2003.
SPEED LIMIT: 25 MPH
S00'02'26 "W 1315.35'
NOW OR FORMERLY
STEVE S. CHANG (Sc
HAK SUNG CHANG
INST. No. 93 -46104
LEGEND
EXISTING TREE LINE
R.D.E.
EXISTING STORM SEWER
EXISTING CONTOUR
PROPOSED SANITARY SEWER
II--- --4 PROPOSED STORM SEWER
w PROPOSED WATER LINE HYDRANT
0 0 0
25
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.
EXISTING SANITARY SEWER
PROPOSED SWALE
PROPOSED PATH
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
S 1/F� 8DB�CE -VERY LOW DBdSfTY
C.A. #5
3,556. sq.ft.'.
VAR. D.U.S.S. &L.MA.E.
5' CONC. WALK
2' -0
CUURB
LOPE 1 4" FT.
i �Ii l 11.= 11plIRIIRI a te a
BITUMINOUS
SLOPE: 1/4" FT.
SURFACE
2' -0"
CONC.
CURB
5' CONC. WALK
SLOPE 1/4"
���u�u�u u �lii�
1i=111111o1
A p r
SLOPE: 1 /4" FT.
10'
1" H.A. SURFACE
3" H.A. BINDER
9" COMPACTED ##53
STONE BASE
-E. LINE, N.E. 1/4, SEC. 20, T.18N., R.3E.
NOW OR FORMERLY
ARLET
CLAUDIA V. PRYOR
INSTR. No. 88 -20835
N00'05'16 "W 1988.61'
0)
co
I'7
a)
z
S: \47175 \ltgal rtfPRE L -PLAT
July 29, 20)3
E. LINE, N.W. 1/4, SEC. 20, T.18N., R.3E.
50'
30'
R/W
PAVEMENT
LEGAL DESCRIPTION
�iYr�rl�.I� i aNiNrATA -1I "ir= ':hall liMPIl
PREPARE SUBGRADE COMPACTED
TO 98% STANDARD PROCTER
it
TYPICAL STREET O CROSS SECTION
NOT T SCALE
NOTE: 0.10 0.15 GAL. /SO. 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.)
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)
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 North 00 degrees 05 minutes 16 seconds West
1,988.61 feet to a point 294.08 feet South 00 degrees 02 minutes 26 seconds West measured parallel with
the West line of said Quarter Section from the North line of said Quarter Section; thence South 89 degrees
30 minutes 49 seconds West parallel to the North line of said Quarter Section 623.47 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
minute; 26 seconds West along said South line 1,315.44 feet to the place of beginning, containing 39.587
acres, more or less.
ALL PAVING TO COMPLY WITH
SECTION 401.5 OF THE I.N.D.O.T.
SPECIFICATIONS BOOK
1
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
S00'02'26"W 1315.44'
NOW OR FORMERLY
THOMAS M. LAURA M. KING, TRUSTEES
THOMAS M. LAURA M. KING LIVING TRUST
INSTR. No. 97 -13300
PARCEL ID TAX #'S
PARCEL 1 17.09.20.00.00.006.002
PARCEL 2 17.09.20.00.00.006.000
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 CF 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
IN FEET
1 inch 100 ft.
S.E. COR., N.E. 1/4,
SEC. 20, T.18N., R.3E.
S.W. COR., N.E. 1/4,
SEC. 20, T.18N., R33E.
3
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No. r
.a=
900012
STATE OF
�-9 �NDIANP 0
S i RV ,It
CONNECT TO RECONSTRUCTED
STULTZ ALMOND LEGAL DRAIN EASEMENT
LOCATED 3,244'± EAST
WESTWOOD ESTATES.
NOW OR FORMERLY
TYNER FAMILY PARTNERSHIP, L.P.
INSTR. No. 95- 566104
NOW OR FORMERLY
BOB D. BOONE
P.B. 238, PG. 101
VICINITY MAP
NOT TO SCALE
SOILS MAP
NOT TO SCALE
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JOB NO. 47175
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