HomeMy WebLinkAbout69-01 Hadeyn Run Amended Priamary PlatTHIS 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:
CENTEX HOMES
6602 E. 75TH STREET, SUITE 100
INDIANAPOLIS, INDIANA 46250
PHONE: (317) 915 -2200
CONTACT: TOM KUTZ
NOW OR FORMERLY NOW OR FORMERLY
ROBERT D. DEITCH JR. & J. PETER MILLER & NOW OR FORMERLY
SHAWN F. DEITCH COOK ISLANDS ROBERT R. GOOLD
1 /4 INST. F. DEI5 TRUST LIMITED INST. #944670 EwsnNc
23E # INST. #290090029774 PROPOSED
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TEMPORARY 25' D.U- &S.S.E.
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JOYCE A. RHODEHAMEL JOYCE A. RHODEHAMEL
INST. #2001 -3733 INST. #2001 -3597
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Part of the North Half of the Southwest Quarter and part of the North Half of the
South Half of the Southwest Quarter of Section 29, Township 18 North, Range 3 East
in Hamilton County, Indiana, more particularly described as follows:
Commencing at the Northwest corner of the Southwest Quarter of Section 29,
Township 18 North, Range 3 East thence North 89 degrees 44 minutes 23 seconds
East (assumed bearing) on and ALONG THE north line of said Southwest Quarter
1555.47 feet to the point of beginning; thence continuing North 89 degrees 44 minutes
23 seconds East on and ALONG said north line 1,099.90 feet to the East line thereof;
thence South 00 degrees 08 minutes 28 seconds West on and along said east
line1,981.29 feet to the South line of the North Half of the South half of said
Southwest Quarter Section; thence South 89 degrees 55 minutes 45 seconds West on
and along the said South Iine1,099.88 feet; thence North 00 degrees 08 minutes 28
seconds East parallel with the afore said East line 1,977.65 feet to the place of
beginning. Containing 49.981 acres, more or less, subject to all legal highways,
rights -of -ways, easements, and restrictions of record.
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SOILS MAP
NOT TO SCALE
SITE DATA
AVERAGE LOT SIZE 13,427 S .Ft.
SMALLEST LOT 11,198 S .Ft.
LARGEST LOT 17,198 S .Ft.
TOTAL LOTS 68
TOTAL ACRES 49.981 Ac.
GROSS DENSITY 1.36 U A
TOTAL COMMON AREA 20.43 Ac.
PRESENT ZONING S -1
SUBMITTAL DATE 8/31/01
ALLOW. DENSITY 1.39 U A
LOTS TOTAL ACRES TOTAL C.A.
SECTION 1 22 18.93 Ac.f 7.24 AC.t
SECTION 2 18 14.42 AC.t 7.45 AC.t
SECTION 3 28 16.63 AC. f 5.74 AC. f
TOTAL 68 149.98 AC.f 120.43 AC.f
*PERMITTED DENSITY = BASE DENSITY [1 +1.5(OSP- SOSR)]
PERMITTED DENSITY = 1 [1 +1.5(41 % -15%)]
PERMITTED DENSITY = 1.39
SPEED LIMIT: 25 MPH
4' CONC. WALK
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LEGEND
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--n = EXISTING SANITARY SEWER
-830 EXISTING CONTOUR
PROPOSED SANITARY SEWER
-- O PROPOSED STORM SEWER
- W PROPOSED WATER LINE
-° ° ° f PROPOSED SWALE
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25 LOT NUMBER
D.E. DRAINAGE EASEMENT
SCALE: _ OO' D.U. &S.E. DRAINAGE UTILITY & SEWER EASEMENT •
D.U. &S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT
D. &U.E. DRAINAGE & UTILITY EASEMENT
N.A.E. NON- ACCESS EASEMENT
B.L. BUILDING LINE z
L.M.A.E:. LANDSCAPE MAINTENANCE ACCESS EASEMENT
L.D. LEGAL DRAIN Q
C.A. COMMON AREA
OSP OPEN SPACE IN THE SUBMITTED PLAT
SOSR STANDARD OPEN SPACE REQUIREMENT PERCENTAGE °
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ALL PAVING TO COMPLY WITH C) W /r C)
50' RAW SEC ON 401.5 <
BOOKE I.N.D.O.T.
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SO' PAVEMENT 10' Of
2' -0' BITUMINOIIS SURFACE C2' -N0C' a.�i���
CURB CURB
4' CON WALK
FT. SLOPE-1,W FT.
nLnwrr._ - � SLOPE: 1/4' / FT. I SLOPE: 1/4- / FT.
'q'A'RIA S.S.D. TO BE INSTALLED �� =`� ` "Tt`}�
)cam UNDER CURB BOTH SIDES
OF STREET
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NOTE: 0.10 - 0.15 GAL /SQ YD. OF TYPE AE -T � � ��� 1 �
ASPHALT EMULSION TO BE APPLIED 1
MATERIAL EACH AND FA E OF (CURBS. 11w % %' Q
TACK COAT (PER ISHA SPEC'SJ _� . D0 U
TYPICAL_ STREET CROSS SECTION
NOT TO SCALE
SHEET NO.
OF 1 SHEETS
JO11 "0'40605
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Part of the North Half of the Southwest Quarter and part of the North Half of the
South Half of the Southwest Quarter of Section 29, Township 18 North, Range 3 East
in Hamilton County, Indiana, more particularly described as follows:
Commencing at the Northwest corner of the Southwest Quarter of Section 29,
Township 18 North, Range 3 East thence North 89 degrees 44 minutes 23 seconds
East (assumed bearing) on and ALONG THE north line of said Southwest Quarter
1555.47 feet to the point of beginning; thence continuing North 89 degrees 44 minutes
23 seconds East on and ALONG said north line 1,099.90 feet to the East line thereof;
thence South 00 degrees 08 minutes 28 seconds West on and along said east
line1,981.29 feet to the South line of the North Half of the South half of said
Southwest Quarter Section; thence South 89 degrees 55 minutes 45 seconds West on
and along the said South Iine1,099.88 feet; thence North 00 degrees 08 minutes 28
seconds East parallel with the afore said East line 1,977.65 feet to the place of
beginning. Containing 49.981 acres, more or less, subject to all legal highways,
rights -of -ways, easements, and restrictions of record.
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SOILS MAP
NOT TO SCALE
SITE DATA
AVERAGE LOT SIZE 13,427 S .Ft.
SMALLEST LOT 11,198 S .Ft.
LARGEST LOT 17,198 S .Ft.
TOTAL LOTS 68
TOTAL ACRES 49.981 Ac.
GROSS DENSITY 1.36 U A
TOTAL COMMON AREA 20.43 Ac.
PRESENT ZONING S -1
SUBMITTAL DATE 8/31/01
ALLOW. DENSITY 1.39 U A
LOTS TOTAL ACRES TOTAL C.A.
SECTION 1 22 18.93 Ac.f 7.24 AC.t
SECTION 2 18 14.42 AC.t 7.45 AC.t
SECTION 3 28 16.63 AC. f 5.74 AC. f
TOTAL 68 149.98 AC.f 120.43 AC.f
*PERMITTED DENSITY = BASE DENSITY [1 +1.5(OSP- SOSR)]
PERMITTED DENSITY = 1 [1 +1.5(41 % -15%)]
PERMITTED DENSITY = 1.39
SPEED LIMIT: 25 MPH
4' CONC. WALK
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3' H.A. BINDER _
9' COMPACTED f53_
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LEGEND
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-830 EXISTING CONTOUR
PROPOSED SANITARY SEWER
-- O PROPOSED STORM SEWER
- W PROPOSED WATER LINE
-° ° ° f PROPOSED SWALE
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LEGEND w
25 LOT NUMBER
D.E. DRAINAGE EASEMENT
SCALE: _ OO' D.U. &S.E. DRAINAGE UTILITY & SEWER EASEMENT •
D.U. &S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT
D. &U.E. DRAINAGE & UTILITY EASEMENT
N.A.E. NON- ACCESS EASEMENT
B.L. BUILDING LINE z
L.M.A.E:. LANDSCAPE MAINTENANCE ACCESS EASEMENT
L.D. LEGAL DRAIN Q
C.A. COMMON AREA
OSP OPEN SPACE IN THE SUBMITTED PLAT
SOSR STANDARD OPEN SPACE REQUIREMENT PERCENTAGE °
z
Q
W CL
W
Z �
ALL PAVING TO COMPLY WITH C) W /r C)
50' RAW SEC ON 401.5 <
BOOKE I.N.D.O.T.
L
SO' PAVEMENT 10' Of
2' -0' BITUMINOIIS SURFACE C2' -N0C' a.�i���
CURB CURB
4' CON WALK
FT. SLOPE-1,W FT.
nLnwrr._ - � SLOPE: 1/4' / FT. I SLOPE: 1/4- / FT.
'q'A'RIA S.S.D. TO BE INSTALLED �� =`� ` "Tt`}�
)cam UNDER CURB BOTH SIDES
OF STREET
LIJ
NOTE: 0.10 - 0.15 GAL /SQ YD. OF TYPE AE -T � � ��� 1 �
ASPHALT EMULSION TO BE APPLIED 1
MATERIAL EACH AND FA E OF (CURBS. 11w % %' Q
TACK COAT (PER ISHA SPEC'SJ _� . D0 U
TYPICAL_ STREET CROSS SECTION
NOT TO SCALE
SHEET NO.
OF 1 SHEETS
JO11 "0'40605
SOILS MAP
NOT TO SCALE
SITE DATA
AVERAGE LOT SIZE 13,427 S .Ft.
SMALLEST LOT 11,198 S .Ft.
LARGEST LOT 17,198 S .Ft.
TOTAL LOTS 68
TOTAL ACRES 49.981 Ac.
GROSS DENSITY 1.36 U A
TOTAL COMMON AREA 20.43 Ac.
PRESENT ZONING S -1
SUBMITTAL DATE 8/31/01
ALLOW. DENSITY 1.39 U A
LOTS TOTAL ACRES TOTAL C.A.
SECTION 1 22 18.93 Ac.f 7.24 AC.t
SECTION 2 18 14.42 AC.t 7.45 AC.t
SECTION 3 28 16.63 AC. f 5.74 AC. f
TOTAL 68 149.98 AC.f 120.43 AC.f
*PERMITTED DENSITY = BASE DENSITY [1 +1.5(OSP- SOSR)]
PERMITTED DENSITY = 1 [1 +1.5(41 % -15%)]
PERMITTED DENSITY = 1.39
SPEED LIMIT: 25 MPH
4' CONC. WALK
1' H.A. SURFACE
3' H.A. BINDER _
9' COMPACTED f53_
STONE BASE
zb
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LEGEND
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♦ �• •�O N LL.
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-830 EXISTING CONTOUR
PROPOSED SANITARY SEWER
-- O PROPOSED STORM SEWER
- W PROPOSED WATER LINE
-° ° ° f PROPOSED SWALE
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LEGEND w
25 LOT NUMBER
D.E. DRAINAGE EASEMENT
SCALE: _ OO' D.U. &S.E. DRAINAGE UTILITY & SEWER EASEMENT •
D.U. &S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT
D. &U.E. DRAINAGE & UTILITY EASEMENT
N.A.E. NON- ACCESS EASEMENT
B.L. BUILDING LINE z
L.M.A.E:. LANDSCAPE MAINTENANCE ACCESS EASEMENT
L.D. LEGAL DRAIN Q
C.A. COMMON AREA
OSP OPEN SPACE IN THE SUBMITTED PLAT
SOSR STANDARD OPEN SPACE REQUIREMENT PERCENTAGE °
z
Q
W CL
W
Z �
ALL PAVING TO COMPLY WITH C) W /r C)
50' RAW SEC ON 401.5 <
BOOKE I.N.D.O.T.
L
SO' PAVEMENT 10' Of
2' -0' BITUMINOIIS SURFACE C2' -N0C' a.�i���
CURB CURB
4' CON WALK
FT. SLOPE-1,W FT.
nLnwrr._ - � SLOPE: 1/4' / FT. I SLOPE: 1/4- / FT.
'q'A'RIA S.S.D. TO BE INSTALLED �� =`� ` "Tt`}�
)cam UNDER CURB BOTH SIDES
OF STREET
LIJ
NOTE: 0.10 - 0.15 GAL /SQ YD. OF TYPE AE -T � � ��� 1 �
ASPHALT EMULSION TO BE APPLIED 1
MATERIAL EACH AND FA E OF (CURBS. 11w % %' Q
TACK COAT (PER ISHA SPEC'SJ _� . D0 U
TYPICAL_ STREET CROSS SECTION
NOT TO SCALE
SHEET NO.
OF 1 SHEETS
JO11 "0'40605
LOTS TOTAL ACRES TOTAL C.A.
SECTION 1 22 18.93 Ac.f 7.24 AC.t
SECTION 2 18 14.42 AC.t 7.45 AC.t
SECTION 3 28 16.63 AC. f 5.74 AC. f
TOTAL 68 149.98 AC.f 120.43 AC.f
*PERMITTED DENSITY = BASE DENSITY [1 +1.5(OSP- SOSR)]
PERMITTED DENSITY = 1 [1 +1.5(41 % -15%)]
PERMITTED DENSITY = 1.39
SPEED LIMIT: 25 MPH
4' CONC. WALK
1' H.A. SURFACE
3' H.A. BINDER _
9' COMPACTED f53_
STONE BASE
zb
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ft �
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7STCLAY
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NOT TO `,SCALE
LEGEND
� I
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Gj • •
v '
♦ �• •�O N LL.
- o -
.Q
_� OO W tt;CC
-0•N ZO H ZrC/i=
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unnuu
--n = EXISTING SANITARY SEWER
-830 EXISTING CONTOUR
PROPOSED SANITARY SEWER
-- O PROPOSED STORM SEWER
- W PROPOSED WATER LINE
-° ° ° f PROPOSED SWALE
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M
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LEGEND w
25 LOT NUMBER
D.E. DRAINAGE EASEMENT
SCALE: _ OO' D.U. &S.E. DRAINAGE UTILITY & SEWER EASEMENT •
D.U. &S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT
D. &U.E. DRAINAGE & UTILITY EASEMENT
N.A.E. NON- ACCESS EASEMENT
B.L. BUILDING LINE z
L.M.A.E:. LANDSCAPE MAINTENANCE ACCESS EASEMENT
L.D. LEGAL DRAIN Q
C.A. COMMON AREA
OSP OPEN SPACE IN THE SUBMITTED PLAT
SOSR STANDARD OPEN SPACE REQUIREMENT PERCENTAGE °
z
Q
W CL
W
Z �
ALL PAVING TO COMPLY WITH C) W /r C)
50' RAW SEC ON 401.5 <
BOOKE I.N.D.O.T.
L
SO' PAVEMENT 10' Of
2' -0' BITUMINOIIS SURFACE C2' -N0C' a.�i���
CURB CURB
4' CON WALK
FT. SLOPE-1,W FT.
nLnwrr._ - � SLOPE: 1/4' / FT. I SLOPE: 1/4- / FT.
'q'A'RIA S.S.D. TO BE INSTALLED �� =`� ` "Tt`}�
)cam UNDER CURB BOTH SIDES
OF STREET
LIJ
NOTE: 0.10 - 0.15 GAL /SQ YD. OF TYPE AE -T � � ��� 1 �
ASPHALT EMULSION TO BE APPLIED 1
MATERIAL EACH AND FA E OF (CURBS. 11w % %' Q
TACK COAT (PER ISHA SPEC'SJ _� . D0 U
TYPICAL_ STREET CROSS SECTION
NOT TO SCALE
SHEET NO.
OF 1 SHEETS
JO11 "0'40605
*PERMITTED DENSITY = BASE DENSITY [1 +1.5(OSP- SOSR)]
PERMITTED DENSITY = 1 [1 +1.5(41 % -15%)]
PERMITTED DENSITY = 1.39
SPEED LIMIT: 25 MPH
4' CONC. WALK
1' H.A. SURFACE
3' H.A. BINDER _
9' COMPACTED f53_
STONE BASE
zb
rte•
ft �
F •
t
ti -
fJ k
9 4 3 E
138 S
1rr`r s _
TRE'ET?, fu ,
�a.
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+I
t k
A5
k
_ aI
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4;
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131ST EL
^
1
Q• � I
a,. < <'
THK VILLAGES OF'; 4�
7STCLAY
• f:JX
S
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K
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rf
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VICINITY MAP
NOT TO `,SCALE
LEGEND
� I
� 6 ,
Gj • •
v '
♦ �• •�O N LL.
- o -
.Q
_� OO W tt;CC
-0•N ZO H ZrC/i=
♦
I
,
♦
, P
,
,
unnuu
--n = EXISTING SANITARY SEWER
-830 EXISTING CONTOUR
PROPOSED SANITARY SEWER
-- O PROPOSED STORM SEWER
- W PROPOSED WATER LINE
-° ° ° f PROPOSED SWALE
r '
M
(n
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S
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LEGEND w
25 LOT NUMBER
D.E. DRAINAGE EASEMENT
SCALE: _ OO' D.U. &S.E. DRAINAGE UTILITY & SEWER EASEMENT •
D.U. &S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT
D. &U.E. DRAINAGE & UTILITY EASEMENT
N.A.E. NON- ACCESS EASEMENT
B.L. BUILDING LINE z
L.M.A.E:. LANDSCAPE MAINTENANCE ACCESS EASEMENT
L.D. LEGAL DRAIN Q
C.A. COMMON AREA
OSP OPEN SPACE IN THE SUBMITTED PLAT
SOSR STANDARD OPEN SPACE REQUIREMENT PERCENTAGE °
z
Q
W CL
W
Z �
ALL PAVING TO COMPLY WITH C) W /r C)
50' RAW SEC ON 401.5 <
BOOKE I.N.D.O.T.
L
SO' PAVEMENT 10' Of
2' -0' BITUMINOIIS SURFACE C2' -N0C' a.�i���
CURB CURB
4' CON WALK
FT. SLOPE-1,W FT.
nLnwrr._ - � SLOPE: 1/4' / FT. I SLOPE: 1/4- / FT.
'q'A'RIA S.S.D. TO BE INSTALLED �� =`� ` "Tt`}�
)cam UNDER CURB BOTH SIDES
OF STREET
LIJ
NOTE: 0.10 - 0.15 GAL /SQ YD. OF TYPE AE -T � � ��� 1 �
ASPHALT EMULSION TO BE APPLIED 1
MATERIAL EACH AND FA E OF (CURBS. 11w % %' Q
TACK COAT (PER ISHA SPEC'SJ _� . D0 U
TYPICAL_ STREET CROSS SECTION
NOT TO SCALE
SHEET NO.
OF 1 SHEETS
JO11 "0'40605
6
Ld
LL_
H
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w
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A
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Q
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Z O
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00
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V u7
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O Z
LEGEND w
25 LOT NUMBER
D.E. DRAINAGE EASEMENT
SCALE: _ OO' D.U. &S.E. DRAINAGE UTILITY & SEWER EASEMENT •
D.U. &S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT
D. &U.E. DRAINAGE & UTILITY EASEMENT
N.A.E. NON- ACCESS EASEMENT
B.L. BUILDING LINE z
L.M.A.E:. LANDSCAPE MAINTENANCE ACCESS EASEMENT
L.D. LEGAL DRAIN Q
C.A. COMMON AREA
OSP OPEN SPACE IN THE SUBMITTED PLAT
SOSR STANDARD OPEN SPACE REQUIREMENT PERCENTAGE °
z
Q
W CL
W
Z �
ALL PAVING TO COMPLY WITH C) W /r C)
50' RAW SEC ON 401.5 <
BOOKE I.N.D.O.T.
L
SO' PAVEMENT 10' Of
2' -0' BITUMINOIIS SURFACE C2' -N0C' a.�i���
CURB CURB
4' CON WALK
FT. SLOPE-1,W FT.
nLnwrr._ - � SLOPE: 1/4' / FT. I SLOPE: 1/4- / FT.
'q'A'RIA S.S.D. TO BE INSTALLED �� =`� ` "Tt`}�
)cam UNDER CURB BOTH SIDES
OF STREET
LIJ
NOTE: 0.10 - 0.15 GAL /SQ YD. OF TYPE AE -T � � ��� 1 �
ASPHALT EMULSION TO BE APPLIED 1
MATERIAL EACH AND FA E OF (CURBS. 11w % %' Q
TACK COAT (PER ISHA SPEC'SJ _� . D0 U
TYPICAL_ STREET CROSS SECTION
NOT TO SCALE
SHEET NO.
OF 1 SHEETS
JO11 "0'40605
LEGEND w
25 LOT NUMBER
D.E. DRAINAGE EASEMENT
SCALE: _ OO' D.U. &S.E. DRAINAGE UTILITY & SEWER EASEMENT •
D.U. &S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT
D. &U.E. DRAINAGE & UTILITY EASEMENT
N.A.E. NON- ACCESS EASEMENT
B.L. BUILDING LINE z
L.M.A.E:. LANDSCAPE MAINTENANCE ACCESS EASEMENT
L.D. LEGAL DRAIN Q
C.A. COMMON AREA
OSP OPEN SPACE IN THE SUBMITTED PLAT
SOSR STANDARD OPEN SPACE REQUIREMENT PERCENTAGE °
z
Q
W CL
W
Z �
ALL PAVING TO COMPLY WITH C) W /r C)
50' RAW SEC ON 401.5 <
BOOKE I.N.D.O.T.
L
SO' PAVEMENT 10' Of
2' -0' BITUMINOIIS SURFACE C2' -N0C' a.�i���
CURB CURB
4' CON WALK
FT. SLOPE-1,W FT.
nLnwrr._ - � SLOPE: 1/4' / FT. I SLOPE: 1/4- / FT.
'q'A'RIA S.S.D. TO BE INSTALLED �� =`� ` "Tt`}�
)cam UNDER CURB BOTH SIDES
OF STREET
LIJ
NOTE: 0.10 - 0.15 GAL /SQ YD. OF TYPE AE -T � � ��� 1 �
ASPHALT EMULSION TO BE APPLIED 1
MATERIAL EACH AND FA E OF (CURBS. 11w % %' Q
TACK COAT (PER ISHA SPEC'SJ _� . D0 U
TYPICAL_ STREET CROSS SECTION
NOT TO SCALE
SHEET NO.
OF 1 SHEETS
JO11 "0'40605
z
Q
W CL
W
Z �
ALL PAVING TO COMPLY WITH C) W /r C)
50' RAW SEC ON 401.5 <
BOOKE I.N.D.O.T.
L
SO' PAVEMENT 10' Of
2' -0' BITUMINOIIS SURFACE C2' -N0C' a.�i���
CURB CURB
4' CON WALK
FT. SLOPE-1,W FT.
nLnwrr._ - � SLOPE: 1/4' / FT. I SLOPE: 1/4- / FT.
'q'A'RIA S.S.D. TO BE INSTALLED �� =`� ` "Tt`}�
)cam UNDER CURB BOTH SIDES
OF STREET
LIJ
NOTE: 0.10 - 0.15 GAL /SQ YD. OF TYPE AE -T � � ��� 1 �
ASPHALT EMULSION TO BE APPLIED 1
MATERIAL EACH AND FA E OF (CURBS. 11w % %' Q
TACK COAT (PER ISHA SPEC'SJ _� . D0 U
TYPICAL_ STREET CROSS SECTION
NOT TO SCALE
SHEET NO.
OF 1 SHEETS
JO11 "0'40605
'q'A'RIA S.S.D. TO BE INSTALLED �� =`� ` "Tt`}�
)cam UNDER CURB BOTH SIDES
OF STREET
LIJ
NOTE: 0.10 - 0.15 GAL /SQ YD. OF TYPE AE -T � � ��� 1 �
ASPHALT EMULSION TO BE APPLIED 1
MATERIAL EACH AND FA E OF (CURBS. 11w % %' Q
TACK COAT (PER ISHA SPEC'SJ _� . D0 U
TYPICAL_ STREET CROSS SECTION
NOT TO SCALE
SHEET NO.
OF 1 SHEETS
JO11 "0'40605
TYPICAL_ STREET CROSS SECTION
NOT TO SCALE
SHEET NO.
OF 1 SHEETS
JO11 "0'40605