HomeMy WebLinkAboutBurlingame Primary Plat pg. 1AVERAGE LOT SIZE
4,320 Sq.Ft.
SMALLEST LOT
11,467 Sq.Ft.
LARGEST LOT
17,710 Sq.Ft.
TOTAL LOTS
78
TOTAL ACRES
12.146 Ac.
GROSS DENSITY
6.422 U/A
TOTAL COMMON AREA
4.404 Ac.
PRESENT ZONING
R -4
SUBMITTAL DATE
1/16/04
6.422 U/A
ALLOW. DENSITY
AVERAGE LOT SIZE
9,128 S1.Ft.
SMALLEST LOT
5,319 Si.Ft.
LARGEST LOT
14,318 ;q.Ft.
TOTAL LOTS
210
TOTAL ACRES
64.28 c.
GROSS DENSITY
3.26 U''A
TOTAL COMMON AREA
20.273 Ac.
PRESENT ZONING
R -2
SUBMITTAL DATE
1/16/4
3.26 Li'A
ALLOW. DENSITY
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
11530 NORTH MICHIGAN ROAD
ZIONSVILLE, INDIANA 46077
CONTACT: STEVE PITTMAN
PHONE: (317) 580 -9693
912
w
rY
N.W. COR., S.W. 1/4,
SEC. 20, T.18N., R.3E.
NOW OR FORMERLY
WILLIAM I. CLARK DOROTHY T.
CLARK CATHY ANN CLARK
INSTR. No. 87 -30669
S.W. COR., S.W. 1/4,
SEC. 20, T.18N., R.3E.
S. LINE, S.W. 1/4 SEC. 20, T.18N., R..
N.W. COR., N.W. 1/4,
SEC. 29, T.18N., R.3E.
NOW OR FORMERLY
CHRISTOPHER P. PAGE
INSTR. No. 97 -50297
N. LINE, S.W. 1/4, SEC. 20, T.18N., R.3E.
S89'40'15 "W --356.01
wr w np rnpuFRI Y
ls• co o.
N 7'6'6 4 S 4 s 43
ao s 3)
6 3 4 46-5 11 1
:6 8 21\ 1 9 18
148 3p, v. r 1 3 3/ O t.i 8 8 ft• n 31 4 2 2 ft `s
N84'1 "W
896
1 22.78'
31
5, sq.ft.
N89'36'46 "W
120.00'.
BURLI NGAM E
PRIMARY PLAT
1"E R
1.9 :13'
9'57 20 W t 0.4
120.40'
120.40'
47
6,622 sq.ft.
N89'57'20 "W
120.40'
46
7,224 sq.ft.
10' D.U. &S.E.
1180'57'20 Q�
120.40'
10' D.U. &S.E.
45
7,225 sq.ft.
N89'57'20 "W
35.08'
45.49
it
120.00'
75
18.29
99.50'
o/ o
ti `1,3 `i4.. o
ti
73
9 6
11 ,028 sq.ft. T
S6
co .20.
74
o
7,820 sq.ft.,.
S89'57'20 "E
.n .7 co �n
Ntan N
8,722 sq.ft. O� c0 g
o'' o0
r 0 co Z
22.5' B
20` 20 D. S
15' D.E.
55:00 60.00'
60.00',
55.00' I 55.00'
.U. &S.E
55.00' '55.00' 55.00'
60.00'
tO
15' D.E.
60.00'
2,28'
57.00' 58.00'
U _S. E.
Emma! t I I k4 :I.D
60.00'
710.17'
745.25'
58.00'
60.00'
I•" .1 II
44';
S89'40'15 "W`
13..
4.82•
N89'39'07 "E
611.12'
58.00'
58.00'
61.50'
60.00'
58.00' 75.00'
b.
131
6,600 sq.ft.
N89'54'07 "W
pp12 0.00'
6, .ft.
N89'54'07 "W
82 0 "E
N89'39 07 E 140.00
'I 140.00'
140.00'
171
7,700 sq.ft.
S89'54'07 "E
140.00'
7,700 sq.ft.
S89'54'07 "E
140.00'
173
7,700 sq.ft.
S89'54'07 "E
140.00'
174
7,700 sq.ft.
4'•7"
g 39.9
_55.00'
140;00
177
7,700 sq.ft.
S89'54'O7 "E
140.00'
178
7,700 sq.ft.
S89'54'07 "E
140.00'N,
140.00'
180
7,700 sgft.
S89'54'0 "E
184
7,709 sq.ft.
S89'54'07 "E
t
188 6
7,700 sq.ft:
S89'54'07"E
140.00'
186
7,700 sq.ft.
S89'54'07 "E
cs S89 204.29'
190
r' 8,649 sq.ft. 9 6
r' i. S89'54 07 "E
65.00'
ANY. :COR., S.W. 1/4, S.W. 1/4,
SEC. 20, A I.18N., R.3E.
S89'57'20 "E
134.10'
rn
58
7,581 sq.ft.
N89'39'07 "E
ft. 127.19'
8 ,411_ $q:ft.;
N89'39'07 "E
131.92'
J S
1
136.84' I
.-a
52 01' 55.00' 0 D.0.0' 5� 0° 22.5' B.L.
0 3
d Q a
y) ,kI O N O O
O; 0 t0 o
o 15'
161.59'
2
298.42' 1 5.71
NOW OR FORMERLY
WILLIAM LOWELL SHELBURN
JUDY KA.5 SHELBURN INSTR.
Nod8 -15016
'9j
NOW OR FORMERLY
JEFFERY L. DARON
MICHELLE DARON INSTR. No.
95- 38831
N89'39'07 "E
R S88'09
8,047 sq.ft.
1N89'57V"W 131.63
60.00' 77.55
95.02'
120.83'
42
10,810 sq.ft.
4 0. sq.ft.
D.U.& L.M.A.E.
15' D.E.
134.95'
N89'39'07" E
58.00' 60.0C 60.00'
15' D.E.
13.28'17.1
NOW OR FORMERLY
MICHEAL A. CLAYTOR
DEBORAH L. WINCHESTER
INSTR. No. 88 -19214
1325.00'
N LINE, S.W. 1/4, S.W. 1 /4,
SEC. 20, T.18N, R.3E.
120 00'
X 94
5,713 sq.ft.
COA•CC.TA ^C
6
120.00'
124 N
R. Ann K
;'140.33
cv 194
.4 "6,317 sq.ft.
m9)S89'54'07 "E
140.42'.
Ar.
N.W. COR., N.W. 1/4, S.W. 1/4,
SEC. 20, T.18N., R.3E.
NOW OR FORMERLY
Tii,F 1EGE AT HAYDEN RUN
(NOT RECORDED)
S.E. CO 1 /4, S.W. 1/4,
'SEC. 20, T.
N. LINE, N.41. 1/4 SEC. 29, T.18N., R.3E.
N.E. COR., W. 1/2, N.W. 1/4,
SEC. 29, T.18N., R3E.
100
0 50
GRAPHIC SCALE
100
IN FEET
1 inch 100 ft.
LEGAL DESCRIPTION
A part of the West Half of the Northwest Quarter of Section 29, and a part of the Southwest Quarter of
the Southwest Quarter of Section 20, all in Township 18 North, Range 3 East, Clay Township,
Hamilton County, Indiana, more particularly described as follows:
Commencing at the Southwest corner of the Northwest Quarter of said Section 29; thence North 00
degrees 03 minutes 21 seconds East along the West line of said Northwest Quarter Section 985.08 feet
to the North line of the South 30 acres of the West Half of said Northwest Quarter Section and the
POINT OF BEGINNING of this description; thence continuing North 00 degrees 03 minutes 21
seconds East along said West line 1,088.86 feet to the Southwest corner of the real estate described in
Instrument Number 2002 -5637 in the Office of the Recorder, Hamilton County, Indiana; thence North
89 degrees 53 minutes 21 seconds East along the South line of said real estate 660.00 feet to the
Southeast corner of said real estate; thence North 00 degrees 03 minutes 21 seconds East parallel with
the West line of said Northwest Quarter Section and along the East line of said real estate, and the
extension thereof, 563.52 feet to the South line of the Southwest Quarter of said Section 20; thence
South 89 degrees 40 minutes 15 seconds West along said South line 356.01 feet to the Southeast corner
of the real estate described in Instrument Number 87 -30669 in said Recorder's Office; thence North 00
degrees 02 minutes 40 seconds East parallel to the West line of said Southwest Quarter Section and
along the East line of said real estate, and the extension thereof, 737.62 feet to the Northeast corner of
the real estate described in Instrument Number 88 -15016 in said Recorder's Office; thence North 89
degrees 57 minutes 20 seconds West along the North line of said real estate 304.00 feet to the West line
of said Southwest Quarter Section; thence North 00 degrees 02 minutes 40 seconds East along said
West line 574.14 feet to the Northwest corner of the Southwest Quarter of said Southwest Quarter
Section; thence North 89 degrees 39 minutes 07 seconds East along the North line of said
Quarter Quarter Section 1,325.00 feet to the Northeast corner of said Quarter Quarter Section; thence
South 00 degrees 05 minutes 53 seconds West along the East line of said Quarter Quarter Section
1,314.19 feet to the Northeast corner of the West Half of the Northwest Quarter of said Section 29;
thence South 00 degrees 01 minutes 15 seconds East along the East line of said Half Quarter Section
1,648.03 feet to the North line of the South 30 acres of said Half Quarter Section; thence South 89
degrees 35 minutes 32 seconds West along said North line 1,325.98 feet to the place of beginning,
containing 76.426 acres, more or less.
200
915
LEGEND
EXISTING SANITARY SEWER
EXISTING CONTOUR
PROPOSED SANITARY SEWER
I■■ 0 PROPOSED STORM SEWER
W PROPOSED WATER LINE
25
D.E.
D.U. &S.E.
D.U. &S.S.E.
D. &U.E.
B.L.
L.M.A.E.
C.A.
OSP
SOSR
0 0 0
SPEED LIMIT: 25 MPH
400
PROPOSED SWALE
EXISTING TREE LINE
LEGEND
LOT NUMBER
DRAINAGE EASEMENT
DRAINAGE UTILITY SEWER EASEMENT
DRAINAGE UTILITY SANITARY SEWER EASEMENT
DRAINAGE UTILITY EASEMENT
BUILDING LINE
LANDSCAPE MAINTENANCE ACCESS EASEMENT
COMMON AREA
OPEN SPACE IN THE SUBMITTED PLAT
STANDARD OPEN SPACE REQUIREMENT PERCENTAGE
PERMITTED DENSITY BASE DENSITY [1 +1.5OSP- SOSR)]
PERMITTED DENSITY 1 [1 +1.5(42 -15
PERMITTED DENSITY 3.26
10'
1" H.A. SURFACE
3" H.A. BINDER
9" COMPACTED #53
STONE BASE
17'
1" H.A. SURFACE
3" H.A. BINDER
9" COMPACTED #53
STONE BASE
R -2 ZONING SITE DATA
2' -0"
5 0'
30'
BITUMINOUS
SLOPI l /4" FT.
70'
36'
R/V
NOT TO SCALE
R/W
PAVEMENT
SLOPE: 1/4" FT.
PREPARE SUBCRADE COMPACTED
TO 98% STANDARD PROCTER
PREPARE SUBGRADE COMPACTED
TO 98% STANDARD PROCTER
CONC.
CURB
VICINITY MAP
(N.T.S.)
TYPICAL STREET CROSS SECTION
COLLECTOR STREET CROSS SECTION
SOILS MAP
(N.T.S.)
R -4 ZONING SITE DATA
PERMITTED DENSITY BASE DENSITY [1 +1.5(OSP- SOSR)]
PERMITTED DENSITY 1 [1 +1.5(42 -15
PERMITTED DENSITY 6.422
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. D. APPLIED F T E AE -T
ASPHALT EMULSION TO BE BETWEEN EACH LAYER OF BITUMINOUS
MATERIAL STONE, AND FACE OF CURBS.
TACK COAT (PER ISHA SPEC'S.)
ALL PAVING TO COMPLY WITH
SECTION 401.5 OF THE I.N.D.O.T.
SPECIFICATIONS BOOK
17'
,SLOPE 1 /4" FT.
5' CONC. WALK
NOTE: 0.10 0.15 GAL/SQ. YD. OF TYPE AE -T
ASPHALT EMULSION TO BE APPUED
BETWEEN EACH LAYER OF BITUMINOUS
MATERIAL STONE, AND FACE OF CURBS.
TACK COAT (PER ISHA SPEC'S.)
7'
PAVEMENT
10
SURFACE
2' -0"
5' CONC. WALK
OPE 1 4" FT.
i1--1L lf. rl-' r1-= 1L= 1f= 11- tL- 1i= 11..1r=rf.:IL=tI:- fF:- 11:r'.I
t
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
5' CONC. WALK
OPE 1 4" FT.
BITUMINOUS
SURFACE
2' -0"
CONC.
CURB
IL .IL .Illt ■.it
SLIEE /4" FT.
000111 III I NU%
0
d
No. 'T'
900012
STATE OF
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
r O
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JOB NO. 46600
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E II
33
0
w
w
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0
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LU
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SHEET NO.
OF 2 SHEETS