HomeMy WebLinkAboutPrimary PlatCURVE NO.
RADIUS
TANGENT
LENGTH
CHORD
DELTA
C1
150.00'
7.06'
14.03'
13.98'
16° 04'41"
C2
125.00'
37.43'
72.74'
71.72'
33° 20'37"
C3
150.00'
80.69'
148.06'
142.12'
56° 3312"
C4
150.00'
1050'11'
428.67'
296.
0
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0
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W
0
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\03146 \preliminary \03146pre.dgn 12/19/2003 02: 51: 48 PM
k
PERIMETER 778'
360.00'
19.74'
15' D.E. 18" RCP
NO PAD
4
1.60AC
10' D.E.
4' CONCRETE SIDEWALK
'STING WOODS
10' ASPHALT PATH
LAND SCAPE
MOUNDING
0.23AC
PRIVATE STREET STATEMENT
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 INDIANA 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.
CAMPBELL DEVELOPMENT 2, LLC AND ANY AND ALL SUCCESSORS AND
ASSIGNS HEREBY WAIVE ALL RIGHTS TO PETITION THE HAMILTON
COUNTY HIGHWAY DEPARTMENT, THE HAMILTON COUNTY BOARD OF i
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
APPARENT EXISTING R/W
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5
1.76AC
360.00'
10
BENCHMARK
STANDARD DISK, STAMPED "Y 42 1934"
DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 2 MI S FROM CARMEL.
2.0 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE
RAILWAY FFOM 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)
PROPOSED OFF -SITE 8" PVC SANITARY SEWER
APPARENT EXISTING R/W
15' D.E.
1
1
3\
1 G)\
■EXISTING W�
N
SITE CONSTRUCTION SEQUENCE
A. INSTALL CONSTRUCTION ENTRANCE ALONG THE PROPOSE NTRANCE.
B. START MASS EARTHWORK, LAKE CONSTRUCTION FOLLOW D BY
EROSION CONTROL.
C. INSTALL AND CONNECT ALL INFRASTRUCTURE.
D. MAINTAIN EROSION CONTROL.
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
ZONED S —I
S 00 °52' 40" W 1046.44'
N 00° 52` 40" W 1046.44'
ZONED S-2
0�
'EXISTING'
SANITARY
MANHOLE
TC 85246
IM' S 83625
ISTING'
ANITARY
MANHOLE
TC 852.0
IM/ S 834,81
0
50'
S
100'
CURVE DATA TABLE
x
s
w
G
OHE
EXISTING
STORM SEWER
SANITARY SEWER
WATER LINE
FENCE LINE
GAS LINE
OVERHEAD UTILITIES
0 MANHOLE
STORM INLET
FIRE HYDRANT
EXISTING 12' WATER MAIN
LEGEND
WATER VALVE
ELECTRIC TRANSFORMER
—0
0 CATV OR TELEPHONE PEDESTAL
2' NON ACCESS
EASEMENT
2' NON ACCESS
EASEMENT
LAND DESCRIPTION
SD
PROPOSED
STORM SEWER
SANITARY SEWER
11
1
i
i t
II
FENCE WITH
I GATED ENTRY
i
FLOODPLAIN NOTE
THIS PROJECT LIES IN ZONE X (AREAS DETERMINED TO BE
OUTSIDE 500 YEAR FLOOD PLAN) PER FIRM MAP 18057CO208F
DATED FEBRUARY 19,2003
l
SEE LOWER LEFT FOR CONTINUATION
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 the 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 Point of Beginning; thence continuing South 89 degrees 11
minutes 58 seconds West on said North line 416.27 feet; thence South 00 degrees 52
minute 40 seconds East (deed and 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 to the Point of Beginning, containing 10.000 acres,
more or Tess.
Subject to the right of way of 116th Street off the entire North side thereof.
Subject to all other legal easements and rights of ways.
WATER LINE
SUB SURFACE DRAIN
0— DECORATIVE FENCING
SANITARY MH
0 STORM MH
D STORM INLET
0 50'
WIDEN 116th STREET 3' AND
ADD 3' GRAVEL SHOULDER
14" STONE BASE
5" HAC BINDER
1" HAC SURFACE
100'
"DON'T DIG BLIND"
1- 800 382 -5544
CALL BEFORE YOU DIG
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Project No: 03146
Sheet No:
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