HomeMy WebLinkAbout04020012 pg. 2CURVE NO.
RADIUS
TANGENT
LENGTH
CHORD I
DELTA
C1
150.00'
7.06'
14.03'
13.98'
16° 04'41"
C2
125.00'
37.43'
72.74'
71.72'
33 20
wAs
4. ;.I.
296.99'
163* 44'29"
C4
150.00'
1050'11'
428.67'
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,OJ14U \Urt 1 iiuiiiii \UJ14U4re Agit t,,'l�Uv'1 I: 2 :i. 41 PM
COUNTY HIGHWAY DEPARTMENT, THE HAMILTON COUNTY BOARD OF
COMMISSIONERS, OR HAMILTON COUNTY, OR THE SUCCESSOR UNIT OF
GOVERNMENT TO BE RESPONSIBLE FOR THE MAINTENANCE OF THE
INGRESS /EGRESS EASEMENT, OR TO HAVE THE EASEMENT CONSIDERED
A PUBLIC ROAD NECESSITATING MAINTENANCE BY ANY UNIT OF GOVERNMENT
WHERE INGRESS /EGRESS EASEMENTS ARE SHOWN ON THIS PLAT, THOSE
LOT OWNERS ABUTTING SUCH EASEMENTS SHALL OWN EQUAL AND
UNDIVIDED INTEREST IN SUCH EASEMENTS AS TENANTS IN COMMON, AND
IT SHALL BE THE OBLIGATION OF EACH OWNER IN COMMON WITH THE
OTHER LOT OWNERS ABUTTING SUCH A STREET TO CONTRIBUTE AN
EQUAL SHARE OF THE COST OF THE MAINTENANCE OF SUCH STREETS.
WHERE A MAJORITY OF LOT OWNERS SERVED BY A PRIVATE STREET
ELECT TO REPAIR THE PRIVATE STREET LOCATED IN THE EASEMENT
AND ONE OR MORE LOT OWNERS FAIL TO PAY THEIR ALLOCABLE SHARE
OF SUCH REPAIR, THEN THE OWNERS PAYING SUCH COST MAY FILE A
LIEN FOR THE REASONABLE VALUE OF THE LABOR PERFORMED AND
MATERIALS FURNISHED AS PRESCRIBED BY THE LIEN LAWS OF THE STATE
OF (DIANA AGAINST ANY SUCH LOT AND THE OWNER THEREOF AND
RECOVER THE FULL ASSESSMENT OWED TOGETHER WITH INTEREST
FROM DUE DATE AND REASONABLE ATTORNEY'S FEES. THE PRIVATE
EASEMENT MAY CONTAIN UTILITIES TO SERVE SAID LOTS. ALL PRIVATE
STREET EASEMENTS SHALL BE A UTILITY EASEMENT.
1
s
I
1..
\`ri t
N.
T STATEMENT
PRIVATE STREE
BELL DEVELOPMENT 2, LLC AND ANY AND ALL SUCCESSORS AND
ASSIGNS HEREBY WAIVE ALL RIGHTS TO PETITION THE HAMILTON
Z
360.00'
15' D.E.
18" RCP
4' CONCRETE SIDEWALK
NO PAD
2
1.26AC
LAND SCAPE
MOUNDING
10' ASPHALT PATH
4' CONCRETE SIDEWALK
1.31AC
NO PAD
CONCRETE WEIR;
STORM OUTLET!
W/ DISSIPATER
5
.7 6AC
EXISTIN WOODS
360.00'
(15' D.E.
t'
15' D .E.
_327 8
J
12" RCP
v
NO PAD
(STING WOODS
COMMON AREA
0.23AC
BENCHMARK
STANDARD DISK, STAMPED "Y 42 1934"
DESCRIBED BY a1ATIONAL GEODETIC SURVEY 1947 2 MI S FROM CARMEL.
2.0 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
RAILWAY FROM THE STATION AT CARMEL, HAMILTON COUNTY, 111/2
RAILS NORTH OF MILEPOST B 170, 10 RAILS NORTH OF THE CROSSING
OF THE INDIANA RAILROAD, 7 RAILS SOUTH OF THE CROSSING OF 111TH
STREET, 2 YARDS EAST OF THE EAST RAIL, IN THE TOP OF THE NORTHEAST
CORNER OF A CONCRETE SWITCH BASE, AND ABOUT 8 INCHES LOWER
THAN THE TRACK. ELEVATION 838.62 (NAVD 88)
I
I
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--"ww1111 ma
Y'..
APPARENT EXISTING RAY
M__
i.,.,..
y
APPARENT EXISTING RAY ;zr?
PROPOSED OFF -SITE 8" PVC SANITARY SEWER
PROPOSED 20' S.S.E.
SITE CONSTRUCTION SEQUENCE
A. INSTALL CONSTRUCTION ENTRANCE ALONG THE PROPOSE NTRANCE.
B. START MASS EARTHWORK, LAKE CONSTRUCTION FOLLO D BY
EROSION CONTROL.
C. INSTALL AND CONNECT ALL INFRASTRUCTURE.
D. MAINTAIN EROSION CONTROL. I
GENERAL NOTES
1. ALL SANITARY SEWER SHALL BE 8" PVC UNLESS NOTED OTHERWISE.
2. WATER MAIN ALONG 116th TO 12" PVC AND WATER MAIN THRU THE
SUBDIVISION TO BE 8" PVC.
3. PRIVATE STREET TO BE 28' IN WIDTH AND HAVE A 50' INGREES
EGRESS EASEMENT.
4. ALL LOTS TO 10' SIDEYARD SETBACK AND 20' REARYARD SETBACK.
5. S.O.S. TYPE ACCESS DEVICES SHALL BE INSTALLED AT THE GATE
W/ A BATTERY BACKUP.
PROPOSED FUTURE
ROUND A BOUT
,I
ZONED S-I
S 00°V$2' 40" W 1046.44'
N 00° 52' 40" W
ZONED
1046.4
S-2
1ST /NO'
ANITARY
MANHOLE
TC 852.0
l W S 834.81
0
'EXISTING
SANITARY
MANHOLE
TC 852.46
IM/ S 836.25
50'
S
100'
CURVE DATA TABLE
x
S
w
G
OHE
x—
EXISTING
EXISTING 12' WATER \MAIN
2' NON ACCESS
EASEMENT \fit
LEGEND
STORM SEWER
SANITARY SEWER
WATER LINE
FENCE LINE
GAS LINE
OVERHEAD UTILITIES
0 MANHOLE
STORM INLET
tf FIRE HYDRANT
WATER VALVE
ELECTRIC TRANSFORMER
CATV OR TELEPHONE PEDESTAL
2' NON ACCEIS
EASEMENT
LAND DESCRIPTION
0
t,m
0
U)
m
SANITARY MH
0( Dt iii STORM MH
STORM INLET
C►
C1
1
l
I co
I ci
h
I W
N
I FENCE WITH
I I GATEp ENTRY
J J
C
0 50'
WIDEN 116th STREET 3' AND
ADD 3' GRAVEL SHOULDER
14" STONE BASE
5" HAC BINDER
1" HAC SURFACE
i
SEE LOWER LEFT FOR CONTINUATION
FLOODPLAIN NOTE
THIS PROJECT LIES N ZONE X (AREAS DETERMINED TO BE
OUTSIDE 500 YEAR FLOOD PLAN) PER FIRM MAP 18057CO208F
DATED FEBRUARY 19,2003
Part of the East Half of the Northeast Quarter of Section 3, Township 17 North, Range
3 East, also being a part of the an overall perimeter description recorded in Deed Book
293, page 853 in the Office of he Recorder of Hamilton County, Indiana More
particularly descriped as follows:
Commencing at the Northeast corner of the Northeast Quarter of said Section 3; thence
South 89 degrees 11 minutes 58 seconds West on the North line of said half quarter
section 870.69 feet to the Poin?: of Beginning; thence continuing South 89 degrees 11
minutes 58 seconds West on slid North line 416.27 feet; thence South 00 degrees 52
minute 40 seconds East (deed (nd measured), 1023 feet (deed), 1046.44 feet
(measured); thence North 89 degrees 11 minutes 58 seconds East parallel with the
North line of said half quarter section 416.27 feet; thence North 00 degrees 52 minutes
40 seconds West 1046.44 feet :o the Point of Beginning, containing 10.000 acres,
more or less.
Subject to the right of way of 16th Street off the entire North side thereof.
Subject legal rights wo ect to all other le al easements and ri hts of ways.
Y
PROPOSED
STORM SEWER
SANITARY SEWER
WATER LINE
SD- SUB- SURFACE DRAIN
DECORATIVE FENCING
1
100'
"DON'T DIG BLIND"
1- 800 382 -5544
CALL BEFORE YOU DIG
ZONED S-2
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SUOISIAOLI
PER HCHD COMMENT LETTER J
PER TAC MEETING ON 12-17-M
REVISED PER PC MEETING
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No. i
880013
STATE OF
<$'4,\"4-",p1Atk
t,_
t ENGINEETRING
698 TOWER ROAD, SUITE #100
PLAINFIELD, IN 46768
BUS. (317) 839 -2587, FAX (317) 838 -9777
E —MAIL ,banning @,banning —eng. corm
Project No: 03146
Sheet No:
2 of 3
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LAJ
,OJ14U \Urt 1 iiuiiiii \UJ14U4re Agit t,,'l�Uv'1 I: 2 :i. 41 PM
COUNTY HIGHWAY DEPARTMENT, THE HAMILTON COUNTY BOARD OF
COMMISSIONERS, OR HAMILTON COUNTY, OR THE SUCCESSOR UNIT OF
GOVERNMENT TO BE RESPONSIBLE FOR THE MAINTENANCE OF THE
INGRESS /EGRESS EASEMENT, OR TO HAVE THE EASEMENT CONSIDERED
A PUBLIC ROAD NECESSITATING MAINTENANCE BY ANY UNIT OF GOVERNMENT
WHERE INGRESS /EGRESS EASEMENTS ARE SHOWN ON THIS PLAT, THOSE
LOT OWNERS ABUTTING SUCH EASEMENTS SHALL OWN EQUAL AND
UNDIVIDED INTEREST IN SUCH EASEMENTS AS TENANTS IN COMMON, AND
IT SHALL BE THE OBLIGATION OF EACH OWNER IN COMMON WITH THE
OTHER LOT OWNERS ABUTTING SUCH A STREET TO CONTRIBUTE AN
EQUAL SHARE OF THE COST OF THE MAINTENANCE OF SUCH STREETS.
WHERE A MAJORITY OF LOT OWNERS SERVED BY A PRIVATE STREET
ELECT TO REPAIR THE PRIVATE STREET LOCATED IN THE EASEMENT
AND ONE OR MORE LOT OWNERS FAIL TO PAY THEIR ALLOCABLE SHARE
OF SUCH REPAIR, THEN THE OWNERS PAYING SUCH COST MAY FILE A
LIEN FOR THE REASONABLE VALUE OF THE LABOR PERFORMED AND
MATERIALS FURNISHED AS PRESCRIBED BY THE LIEN LAWS OF THE STATE
OF (DIANA AGAINST ANY SUCH LOT AND THE OWNER THEREOF AND
RECOVER THE FULL ASSESSMENT OWED TOGETHER WITH INTEREST
FROM DUE DATE AND REASONABLE ATTORNEY'S FEES. THE PRIVATE
EASEMENT MAY CONTAIN UTILITIES TO SERVE SAID LOTS. ALL PRIVATE
STREET EASEMENTS SHALL BE A UTILITY EASEMENT.
1
s
I
1..
\`ri t
N.
T STATEMENT
PRIVATE STREE
BELL DEVELOPMENT 2, LLC AND ANY AND ALL SUCCESSORS AND
ASSIGNS HEREBY WAIVE ALL RIGHTS TO PETITION THE HAMILTON
Z
360.00'
15' D.E.
18" RCP
4' CONCRETE SIDEWALK
NO PAD
2
1.26AC
LAND SCAPE
MOUNDING
10' ASPHALT PATH
4' CONCRETE SIDEWALK
1.31AC
NO PAD
CONCRETE WEIR;
STORM OUTLET!
W/ DISSIPATER
5
.7 6AC
EXISTIN WOODS
360.00'
(15' D.E.
t'
15' D .E.
_327 8
J
12" RCP
v
NO PAD
(STING WOODS
COMMON AREA
0.23AC
BENCHMARK
STANDARD DISK, STAMPED "Y 42 1934"
DESCRIBED BY a1ATIONAL GEODETIC SURVEY 1947 2 MI S FROM CARMEL.
2.0 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
RAILWAY FROM THE STATION AT CARMEL, HAMILTON COUNTY, 111/2
RAILS NORTH OF MILEPOST B 170, 10 RAILS NORTH OF THE CROSSING
OF THE INDIANA RAILROAD, 7 RAILS SOUTH OF THE CROSSING OF 111TH
STREET, 2 YARDS EAST OF THE EAST RAIL, IN THE TOP OF THE NORTHEAST
CORNER OF A CONCRETE SWITCH BASE, AND ABOUT 8 INCHES LOWER
THAN THE TRACK. ELEVATION 838.62 (NAVD 88)
I
I
!r;
--"ww1111 ma
Y'..
APPARENT EXISTING RAY
M__
i.,.,..
y
APPARENT EXISTING RAY ;zr?
PROPOSED OFF -SITE 8" PVC SANITARY SEWER
PROPOSED 20' S.S.E.
SITE CONSTRUCTION SEQUENCE
A. INSTALL CONSTRUCTION ENTRANCE ALONG THE PROPOSE NTRANCE.
B. START MASS EARTHWORK, LAKE CONSTRUCTION FOLLO D BY
EROSION CONTROL.
C. INSTALL AND CONNECT ALL INFRASTRUCTURE.
D. MAINTAIN EROSION CONTROL. I
GENERAL NOTES
1. ALL SANITARY SEWER SHALL BE 8" PVC UNLESS NOTED OTHERWISE.
2. WATER MAIN ALONG 116th TO 12" PVC AND WATER MAIN THRU THE
SUBDIVISION TO BE 8" PVC.
3. PRIVATE STREET TO BE 28' IN WIDTH AND HAVE A 50' INGREES
EGRESS EASEMENT.
4. ALL LOTS TO 10' SIDEYARD SETBACK AND 20' REARYARD SETBACK.
5. S.O.S. TYPE ACCESS DEVICES SHALL BE INSTALLED AT THE GATE
W/ A BATTERY BACKUP.
PROPOSED FUTURE
ROUND A BOUT
,I
ZONED S-I
S 00°V$2' 40" W 1046.44'
N 00° 52' 40" W
ZONED
1046.4
S-2
1ST /NO'
ANITARY
MANHOLE
TC 852.0
l W S 834.81
0
'EXISTING
SANITARY
MANHOLE
TC 852.46
IM/ S 836.25
50'
S
100'
CURVE DATA TABLE
x
S
w
G
OHE
x—
EXISTING
EXISTING 12' WATER \MAIN
2' NON ACCESS
EASEMENT \fit
LEGEND
STORM SEWER
SANITARY SEWER
WATER LINE
FENCE LINE
GAS LINE
OVERHEAD UTILITIES
0 MANHOLE
STORM INLET
tf FIRE HYDRANT
WATER VALVE
ELECTRIC TRANSFORMER
CATV OR TELEPHONE PEDESTAL
2' NON ACCEIS
EASEMENT
LAND DESCRIPTION
0
t,m
0
U)
m
SANITARY MH
0( Dt iii STORM MH
STORM INLET
C►
C1
1
l
I co
I ci
h
I W
N
I FENCE WITH
I I GATEp ENTRY
J J
C
0 50'
WIDEN 116th STREET 3' AND
ADD 3' GRAVEL SHOULDER
14" STONE BASE
5" HAC BINDER
1" HAC SURFACE
i
SEE LOWER LEFT FOR CONTINUATION
FLOODPLAIN NOTE
THIS PROJECT LIES N ZONE X (AREAS DETERMINED TO BE
OUTSIDE 500 YEAR FLOOD PLAN) PER FIRM MAP 18057CO208F
DATED FEBRUARY 19,2003
Part of the East Half of the Northeast Quarter of Section 3, Township 17 North, Range
3 East, also being a part of the an overall perimeter description recorded in Deed Book
293, page 853 in the Office of he Recorder of Hamilton County, Indiana More
particularly descriped as follows:
Commencing at the Northeast corner of the Northeast Quarter of said Section 3; thence
South 89 degrees 11 minutes 58 seconds West on the North line of said half quarter
section 870.69 feet to the Poin?: of Beginning; thence continuing South 89 degrees 11
minutes 58 seconds West on slid North line 416.27 feet; thence South 00 degrees 52
minute 40 seconds East (deed (nd measured), 1023 feet (deed), 1046.44 feet
(measured); thence North 89 degrees 11 minutes 58 seconds East parallel with the
North line of said half quarter section 416.27 feet; thence North 00 degrees 52 minutes
40 seconds West 1046.44 feet :o the Point of Beginning, containing 10.000 acres,
more or less.
Subject to the right of way of 16th Street off the entire North side thereof.
Subject legal rights wo ect to all other le al easements and ri hts of ways.
Y
PROPOSED
STORM SEWER
SANITARY SEWER
WATER LINE
SD- SUB- SURFACE DRAIN
DECORATIVE FENCING
1
100'
"DON'T DIG BLIND"
1- 800 382 -5544
CALL BEFORE YOU DIG
ZONED S-2