HomeMy WebLinkAboutBurlingame Primary Plat pg. 2AVERAGE 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
ALLOW. DENSITY
6.422 U/A
AVERAGE LOT SIZE
9,128 Sq.Ft.
SMALLEST LOT
5,319 Sq.Ft.
LARGEST LOT
14,318 Sq.Ft.
TOTAL LOTS
210
TOTAL ACRES
64.28 Ac.
GROSS DENSITY
3.26 U/A
TOTAL COMMON AREA
20.273 Ac.
PRESENT ZONING
R -2
SUBMITTAL DATE
1/16/04
ALLOW. DENSITY
3.26 U/A >1(
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
SF(T I
MEW
S ECTIO 3
345.17'
27.45'
18.9
r 80.47'
45.00'
45.00'
4 5.00'
S89'53'21 "W
393.02'
o
;ri (rib z tr0
22.5' B. 9
20 D. &U.E.
45.00' 50.00' 50.00'
745.001' 50 00' 50.00' -�1
qin I5'._D.E ,w
3 3 i a-% 3
O 6 QN O6 m M
N,- N'- O a lc
.65.0
'193.UU'
80.31'
1 80.24'
30' R
80.24'
345.22
80.47'
80.47'
1 22.78''
31
5,896 sq.ft.
N89'36'46 W
101 i
r' 5,713`sq.ft. I
S89'S6 E
1 120.007
120.00'
120.00
A M
fl 122. 3 3 g'
PROPOSPROPOSED PROPOSED ;FIELDS
206:21
125
5,400 sqq. ft. --J
N89•54'07 Wm
120.00' o
120,40'
120.0
N89'54'07 W
120:00'
-120 :0s 3
113
5.400 sq.ft.
N89•54'07°W
0
120.00'„
I.
126.82
140:80'
199
6,339 sq.ft.
S89'54'07 "E
141.17'
0
T7,072 ft:
►1S89'54'07 E
6,373 sq. ft. 1
S89'54'07 "E
'209
6,38;2_ sq.ft.
S89 E
141:76'
210
1 $9'58'45 "E
66.86'
S90 "E
415.38'
NOW OR FORMERLY
KIMBERLY A.WILLIAMS
WARREN B.
WILLIAMS ISR. No.
89 -18452
142.82'
10.19'
NOW OR FORMERLY
BRIAN 0. MILLER
LISA A. LENTS INSTR.
No. 2002 56 37
/C.A. #10
191,714. sq.ft. .M
R. DWI Rr 1
`}Zr"
't' 20
821.07'
66.86
NOW OR FORMERLY
'CLA'YBORNE' FARMS
O
w
z
0
J
w
1_
V.J.
k W. COR., N.W. 1/4,
SEC. 29, T.18N., R.3E.
NOW OR FORMERLY
CHRISTOPHER P. PAGE
INSTR. No. 97 -50297
NOW OR FORMERLY
CHRISTOPHER P. PAGE
INSTR. No. 99 -50444
J Jv VV
K)
0
O
oN81 Sq .ft,c
3 3:4 3 c
o n o 1 31 '0 7
1 4 3
6.1
NOW OR FORMERLY
CITY OF CARMEt
INSTR:' 2002-71712
S. LINE, S.W. 1/4, SEC. 29, T.18N., R.3E.
BURLI NG AM E
PRIMARY PLAT
86,588. sq.ft.
VAR. D.U.&
156.55'
192
6,677 sq.ft.
S89'54'07 E
rn
N
oo
F S KTION 3
NON -OR F JRVIE4
SHELB P R'
INSTR' No
2002,-i-659
SHELBORNE`PARK
SECTION ONE
P.C. 3. SLID 50
S.E. COR., W. 1/2, N.W. 1/4,
A SEC. 29, T.18N., R.3E.
4•11111.101111 /MP
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
PERMITTED DENSITY BASE DENSITY [1 +1.5(OSP- SOSR)]
PERMITTED DENSITY 1 [1 +1.5(42 -15
PERMITTED DENSITY 3.26
915
PROPOSED SANITARY SEWER
1 0 PROPOSED STORM SEWER
W
0 0 0
7'
10'
LEGEND
EXISTING SANITARY SEWER
1" H.A. SURFACE
3 H.A. BINDER
9" COMPACTED #53
STONE BASE
R -2 ZONING SITE DATA
EXISTING CONTOUR
PROPOSED WATER LINE
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
SPEED LIMIT: 25 MPH
4' CONC. WALK
SLOPE 1/4 FT.
17'
1 H.A. SURFACE
3 H.A. BINDER
9 COMPACTED #53
STONE BASE
5' CONC. WALK
SLOPE 1/4 FT.
2' -O"
CURB
50'
30'
BITUMINOUS
SLOPE /4 FT.
70'
36'
BITUMINOUS
SLOPE: 1 /4" FT.
*PERMITTED DENSITY BASE DENSITY [1 +1.5(OSP- SOSR)]
PERMITTED DENSITY 1 [1 +1.5(42 -15
PERMITTED DENSITY 6.422
100
R/W
PAVEMENT
SURFACE
R/W
PAVEMENT
SURFACE
R -4 ZONING SITE DATA
SLOPE: 1/4" FT.
PREPARE SUBGRADE COMPACTED
TO 98% STANDARD PROCTER
50
2' -O"
CONC.
CURB
TYPICAL STREET CROSS SECTION
NOT T SCALE
SLOPE: 1/4" FT.
PREPARE SUBGRADE COMPACTED
TO 98% STANDARD PROCTER
GRAPHIC SCALE
100
200
IN FEET
1 inch 100 ft.
ALL PAVING TO COMPLY WITH
SECTION 401.5 OF THE I.N.D.O.T.
SPECIFICATIONS BOOK
0
,11 =1,D- 11=.11. :1! 11:= 117= 1L= 11= 11:" 11 .=..11=1l.Ji:1171L 11 .1L 11: 17.10 1 11. 4 :t1:= .11.4:IC= ':1C
4
Is .13!41, J .I
10'
4' CON W ALK
SLOPE 1/4" FT.
S.S.D. TO BE INSTALLED
Cr-
UNDER CURB BOTH SIDES
OF STREET
NOTE: ASPHALT B OF TYPE AE -T
APPLIED
D
BETWEEN EACH LAYER OF BITUMINOUS
MATERIAL STONE, AND FACE OF CURBS.
TACK COAT (PER ISHA SPEC'S.)
2' -O"
CONC.
CURB
COLLECTOR STREET CROSS SECTION
ALL PAVING TO COMPLY WITH
SECTION 401.5 OF THE I.N.D.O.T.
SPECIFICATIONS BOOK
.11. -i1, -11. u =u1'
�!ll3ijl_ =_h
SLOPE 1/4" FT.
5' CONC. WALK
17'
NOTE: ASPHALT BE APPLIEDE AE -T
BETWEEN EACH LAYER OF BITUMINOUS
MATERIAL STONE, AND FACE OF CURBS.
TACK COAT (PER ISHA SPEC'S.)
�GTE
o No. w a
:4
900012 STATE OF ir
7
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
400
Val
CD O
O Y
r O
m
0
0 0
U
0
Z
0
(n
0'
w
(n
Li
O
o
v► II
JOB N0. 46600
0o
w
1-
Q
0
•Q
z
W
0
SHEET NO.
OF 2 SHEETS
II
cio
1
11
a r
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
SF(T I
MEW
S ECTIO 3
345.17'
27.45'
18.9
r 80.47'
45.00'
45.00'
4 5.00'
S89'53'21 "W
393.02'
o
;ri (rib z tr0
22.5' B. 9
20 D. &U.E.
45.00' 50.00' 50.00'
745.001' 50 00' 50.00' -�1
qin I5'._D.E ,w
3 3 i a-% 3
O 6 QN O6 m M
N,- N'- O a lc
.65.0
'193.UU'
80.31'
1 80.24'
30' R
80.24'
345.22
80.47'
80.47'
1 22.78''
31
5,896 sq.ft.
N89'36'46 W
101 i
r' 5,713`sq.ft. I
S89'S6 E
1 120.007
120.00'
120.00
A M
fl 122. 3 3 g'
PROPOSPROPOSED PROPOSED ;FIELDS
206:21
125
5,400 sqq. ft. --J
N89•54'07 Wm
120.00' o
120,40'
120.0
N89'54'07 W
120:00'
-120 :0s 3
113
5.400 sq.ft.
N89•54'07°W
0
120.00'„
I.
126.82
140:80'
199
6,339 sq.ft.
S89'54'07 "E
141.17'
0
T7,072 ft:
►1S89'54'07 E
6,373 sq. ft. 1
S89'54'07 "E
'209
6,38;2_ sq.ft.
S89 E
141:76'
210
1 $9'58'45 "E
66.86'
S90 "E
415.38'
NOW OR FORMERLY
KIMBERLY A.WILLIAMS
WARREN B.
WILLIAMS ISR. No.
89 -18452
142.82'
10.19'
NOW OR FORMERLY
BRIAN 0. MILLER
LISA A. LENTS INSTR.
No. 2002 56 37
/C.A. #10
191,714. sq.ft. .M
R. DWI Rr 1
`}Zr"
't' 20
821.07'
66.86
NOW OR FORMERLY
'CLA'YBORNE' FARMS
O
w
z
0
J
w
1_
V.J.
k W. COR., N.W. 1/4,
SEC. 29, T.18N., R.3E.
NOW OR FORMERLY
CHRISTOPHER P. PAGE
INSTR. No. 97 -50297
NOW OR FORMERLY
CHRISTOPHER P. PAGE
INSTR. No. 99 -50444
J Jv VV
K)
0
O
oN81 Sq .ft,c
3 3:4 3 c
o n o 1 31 '0 7
1 4 3
6.1
NOW OR FORMERLY
CITY OF CARMEt
INSTR:' 2002-71712
S. LINE, S.W. 1/4, SEC. 29, T.18N., R.3E.
BURLI NG AM E
PRIMARY PLAT
86,588. sq.ft.
VAR. D.U.&
156.55'
192
6,677 sq.ft.
S89'54'07 E
rn
N
oo
F S KTION 3
NON -OR F JRVIE4
SHELB P R'
INSTR' No
2002,-i-659
SHELBORNE`PARK
SECTION ONE
P.C. 3. SLID 50
S.E. COR., W. 1/2, N.W. 1/4,
A SEC. 29, T.18N., R.3E.
4•11111.101111 /MP
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
PERMITTED DENSITY BASE DENSITY [1 +1.5(OSP- SOSR)]
PERMITTED DENSITY 1 [1 +1.5(42 -15
PERMITTED DENSITY 3.26
915
PROPOSED SANITARY SEWER
1 0 PROPOSED STORM SEWER
W
0 0 0
7'
10'
LEGEND
EXISTING SANITARY SEWER
1" H.A. SURFACE
3 H.A. BINDER
9" COMPACTED #53
STONE BASE
R -2 ZONING SITE DATA
EXISTING CONTOUR
PROPOSED WATER LINE
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
SPEED LIMIT: 25 MPH
4' CONC. WALK
SLOPE 1/4 FT.
17'
1 H.A. SURFACE
3 H.A. BINDER
9 COMPACTED #53
STONE BASE
5' CONC. WALK
SLOPE 1/4 FT.
2' -O"
CURB
50'
30'
BITUMINOUS
SLOPE /4 FT.
70'
36'
BITUMINOUS
SLOPE: 1 /4" FT.
*PERMITTED DENSITY BASE DENSITY [1 +1.5(OSP- SOSR)]
PERMITTED DENSITY 1 [1 +1.5(42 -15
PERMITTED DENSITY 6.422
100
R/W
PAVEMENT
SURFACE
R/W
PAVEMENT
SURFACE
R -4 ZONING SITE DATA
SLOPE: 1/4" FT.
PREPARE SUBGRADE COMPACTED
TO 98% STANDARD PROCTER
50
2' -O"
CONC.
CURB
TYPICAL STREET CROSS SECTION
NOT T SCALE
SLOPE: 1/4" FT.
PREPARE SUBGRADE COMPACTED
TO 98% STANDARD PROCTER
GRAPHIC SCALE
100
200
IN FEET
1 inch 100 ft.
ALL PAVING TO COMPLY WITH
SECTION 401.5 OF THE I.N.D.O.T.
SPECIFICATIONS BOOK
0
,11 =1,D- 11=.11. :1! 11:= 117= 1L= 11= 11:" 11 .=..11=1l.Ji:1171L 11 .1L 11: 17.10 1 11. 4 :t1:= .11.4:IC= ':1C
4
Is .13!41, J .I
10'
4' CON W ALK
SLOPE 1/4" FT.
S.S.D. TO BE INSTALLED
Cr-
UNDER CURB BOTH SIDES
OF STREET
NOTE: ASPHALT B OF TYPE AE -T
APPLIED
D
BETWEEN EACH LAYER OF BITUMINOUS
MATERIAL STONE, AND FACE OF CURBS.
TACK COAT (PER ISHA SPEC'S.)
2' -O"
CONC.
CURB
COLLECTOR STREET CROSS SECTION
ALL PAVING TO COMPLY WITH
SECTION 401.5 OF THE I.N.D.O.T.
SPECIFICATIONS BOOK
.11. -i1, -11. u =u1'
�!ll3ijl_ =_h
SLOPE 1/4" FT.
5' CONC. WALK
17'
NOTE: ASPHALT BE APPLIEDE AE -T
BETWEEN EACH LAYER OF BITUMINOUS
MATERIAL STONE, AND FACE OF CURBS.
TACK COAT (PER ISHA SPEC'S.)
�GTE
o No. w a
:4
900012 STATE OF ir
7
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
400
Val
CD O
O Y
r O
m
0
0 0
U
0
Z
0
(n
0'
w
(n
Li
O
o
v► II
JOB N0. 46600
0o
w
1-
Q
0
•Q
z
W
0
SHEET NO.
OF 2 SHEETS