HomeMy WebLinkAbout03080031 Heather Knoll Primary Plat pg. 2AVERAGE LOT SIZE
11,312 Sq.Ft
SMALLEST LOT
10,000 Sq.Ft
LARGEST LOT
15,108 Sq.Ft
TOTAL LOTS
57
TOTAL ACRES
32.588 Ac.
GROSS DENSITY
1.75 U/A
TOTAL COMMON AREA
12.448 Ac.±
PRESENT ZONING
S-1
SUBMITTAL DATE
08/22/03
ALLOW. DENSITY
1.75 U/A
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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
S.E. COR., N.E. 1/4,
SEC. 20, T.18N., R.3E.
VA'
125.00 -ott
4 22'08"W
88-
76.23'
D.E.
L.M.A.E.
109.61'
2.-0-1' 20.34 ',55.97
80.00
B.L
80.00
80.00'
80.00'
80.
m N00'05'16"W
20' D.U.&S.S.E,
80.00' 80.00
80.00'
15'
20' D.&U.E.
80.00' 80.00'
627.22'
736.83'
01'26"W 80.00'
80.00' 82.00'
80.00' 80.00'
80.00'
D.U.&S.E.
80.00'
82.00'
.00 00Z
325.97
654.87
S002911"E
POND #2
68,911. s ft.
sor 5 6 22 v4
NOW OR :i:.ORMERLY
MATT BBARD
INSTR. No.;495-22232
s k 2-54'
80.00
15' D.E.
95.00
10,427 sq. ft.
N0023'21 "W
125.00'
N00
125.00"
11,933 sq. ft.
25' L.M.A.E.
80.00 :111MInerin1111111111111 WIRIMEN1111
20 D.U.&S.S.E.
25' B.L.
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80.00' 25 L
NO0'0226"E
91.08' 80.00'
20 D.U.&S.S.E.
734.95'
408.98'
80.00'
NO OR FORMER Y
U RGE RICHAR
OELLA STAM ER
STR. No. 89 8950
NO0'05 "-W •348.50!-
18.81'
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GENERAL NOTES:
SPEED LIMIT: 25 MPH
NOW OR FORMERLY
OWEN L.
RUTH ANN HUTSON
INSTR. No. 97-52455
S00'02'26 294.08'
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
N. W. COR., N.E. 1/4,
SEC. 20, T.18N., R.3E.
SITE DATA
Tat
1) ALL WELLHEADS WILL BE ABANDONED
BY STATE HEALTH PROCEDURES DURING
CONSTRUCTION.
PERMITTED DENSITY BASE DENSITY [1+1.5(0SP-SOSR)]
PERMITTED DENSITY 1.3 [1+1.5(38%-15%)]
PERMITTED DENSITY 1.75
000
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.
LEGEND
EXISTING TREE LINE
EXISTING STORM SEWER
EXISTING SANITARY SEWER
----915 EXISTING CONTOUR
PROPOSED SANITARY SEWER
IF-- --44 PROPOSED STORM SEWER
w PROPOSED WATER LINE
PROPOSED SWALE
OMR MI Mil 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
HEATHE
PRI
3,544. sq.ft.
VAR. D.U.S.S.&L.M.A.E.
5' CONC. WALK
10'
1" H.A. SURFACE
3" H.A. BINDER
9" COMPACTED #53
STONE BASE
LINE, N.E. 1/4, SEC. 20, T.18N., R.3E.
NOW OR FORMERLY
ARLET
CLAUDIA V. PRYOR
INSTR. No. 88-20835
NO0'05'16"W 1988.61'
2'-0"
OF5.1 kr FT.
WEIMningel=11#11.=i17411=-
"rn
SOCT02'26"W
50'
30'
BITUMINOUS
st_p_EL__1/4" FT.
R/W
PAVEMENT
SURFACE
LEGAL DESCRIPTION
SLOPE: 1/4" FT.
I II
PREPARE SUBGRADE COMPACTED
TO 98% STANDARD PROCTER
2'-0"
CONC.
CURB
TYPICAL STREET CROSS SECTION
NOT T SCALE
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25' LM.A.E.
15' D.E.
80.00' 80.00'
A part of the ortheast Quarter of Section 20, Township 18 North, Range 3 East, Clay Township, Hamilton
County, Indiana, more particularly described as follows:
Beginning a‘the Southwest corner of said Quarter Section; thence North 89 degrees 32 minutes 44 seconds
East along tlie South line of said Quarter Section 503.70 feet; thence North 00 degrees 05 minutes 16
seconds Wet 348.50 feet; thence North 89 degrees 32 minutes 44 seconds East parallel to the South line of
said Quarterection 125.00 feet; thence North 00 degrees 05 minutes 16 seconds West 1,988.61 feet to a
point 294.0a feet South 00 degrees 02 minutes 26 seconds West measured parallel with the West line of
said Quarterection from the North line of said Quarter Section; thence South 89 degrees 30 minutes 49
seconds Wei parallel to the North line of said Quarter Section 623.47 feet to the West line of said Quarter
Section; the*e South 00 degrees 02 minutes 26 seconds West along said West line 2,336.81 feet to the
place of begOning, containing 32.588 acres, more or less.
S 147175UegaltitfPREL-
July 29,2003
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.)
10'
ALL PAVING TO COMPLY WITH
SECTION 401.5 OF THE I.N.D.O.T.
SPECIFICATIONS BOOK
5' CONC. WALK
SLOPF 1/4. FT.
15' D.E.
80 007
V
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
AL\■\\■■•■110.
411111b.
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ma ntra....11. 4=B:=- m=i1,=.11:=.11#1114 1
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
438.88'
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to
V
80.00'
25'
L.M.A.E.
1 D.E.
80.00'
•1111,
C.A.
143,844. sq.ft.
VAR. D.U.S.SAL.M.A.E.
?A, tov
NOW OR FORMERLY
THOMAS M. LAURA M. KING, TRUSTEES
THOMAS M. LAURA M. KING LIVING TRUST
INSTR. No. 97-13300
GRAPHIC SCALE
IN FEET
1 inch 100 ft.
C.A.
100,260. sq.ft.
VAR. D.U.&L.M.A.E-
78.
&L.M.A.E
S.E. COR., N.E. 1/4,
SEC. 20, T.18N., R.3E.
co
01
0
P.O.B.
S.W. COR., N.E. 1/4,
SEC. 20, T.18N., R.3E.
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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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