HomeMy WebLinkAbout07100024-25 Primary Plat Sht. 2 of 3 Rcv. 10/19/2007 DOCSy /
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PRIVATE STREET STATEMENT
865
BURROW 0_0D /cif /L Y FARM, IMC. f- '± r ..._ ,. _ f • r ,
INST.# 9909909362
r'f
ZONING S -1 . -
N 00 0 25'56" W 667862
JB COHEN REALTY CORP. AND ANY AND ALL SUCCESSORS AND
ASSIGNS HEREBY WAIVE ALL RIGHTS TO PETITION THE HAMILTON
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 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 INDIANAAGAINST 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.
SITE CONSTRUCTION SEQUENCE
A. INSTALL CONSTRUCTION ENTRANCE ALONG THE PROPOSED ENTRANCE.
B. START MASS EARTHWORK, LAKE CONSTRUCTION FOLLOWED BY
EROSION CONTROL.
.C. INSTALL AND CONNECT ALL INFRASTRUCTURE.
D. MAINTAIN EROSION CONTROL.
GENERAL NOTES
FLOODPLAIM MOTE
THIS PROJECT DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE
AS PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT
AGENCY, NATIONAL FLOOD INSURANCE PROGRAM (FIRM) FLOOD
INSURANCE RATE MAP NUMBER 18057CO215F, DATED JANUARY 5, 2001.
WATERSHED MOTE
FITCH & JESSOP SHED
SHED #33
435.64 ACRES
EXISTING ZONING SY
CURVE DATA
CURVE NO.
RADIUS
LENGTH
CHORD
DELTA
C1
-001 25 D, & U E
125.00
125.00'
30.49125 ' - 70
.,
C2
--
' -- - - - - --
----------------
-------------------- - - - - ------
_
--
------------------------
- - - - -- (125.001) 30' B.L. —
-- ° 125.00 ='A
(125.00') 30' B.L.
49 043'30"
C4
100.00'
42.09'
41.78'
24 006'54"
C5
6
7 -
-
1 26 039'58"
PIPE
171249sf
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17,245sfti ti
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17 242sf
20,454s
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EMENT
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125.00
125.00
125.00
FLOODPLAIM MOTE
THIS PROJECT DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE
AS PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT
AGENCY, NATIONAL FLOOD INSURANCE PROGRAM (FIRM) FLOOD
INSURANCE RATE MAP NUMBER 18057CO215F, DATED JANUARY 5, 2001.
WATERSHED MOTE
FITCH & JESSOP SHED
SHED #33
435.64 ACRES
EXISTING ZONING SY
CURVE DATA
CURVE NO.
RADIUS
LENGTH
CHORD
DELTA
C1
100.00'
21.45'
21.45'
12 018'44"
C2
150.00'
130.18'
126.13'
49 043'30"
C3
150.00,
130.18'
126.13'
49 043'30"
C4
100.00'
42.09'
41.78'
24 006'54"
C5
300600'
1 139.62'
1 138.37'
1 26 039'58"
- - • •
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E. NICHOLAS KESTNER
INST. #200400067782
ZONING S -1 Yy
LAND DESCRIPTION
Part of the East Half of the Northeast Quarter of the Northwest Quarter of Section 9, Township 17 North, Range 3
East Clay Township, Hamilton County, Indiana, more particularly described as follows:
Commencing at the Northwest corner of the Northwest Quarter of Section 9, Township 17 North, Range 3 East,.
Clay Township, Hamilton County, Indiana; thence North 88 degrees 52 minutes 28 seconds East (assumed
bearing) 13301.05 feet on and along the North line of said Northwest Quarter to the POINT OF BEGINNING
of this description, said point being the Northeast corner of the Northwest Quarter of said Northwest Quarter;
thence South 00 degrees 26 minutes 45 seconds East 1335.17 feet on and along the East line of the
Northwest Quarter of said Northwest Quarter to the Southeast comer of the Northwest Quarter of. said
Northwest Quarter; thence South 88 degrees 51 minutes 52 seconds West 423.08 feet on and along the South
line of the Northwest Quarter of said Northwest Quarter; thence North 00 degrees 25 minutes 56 seconds West
a distance of 667.62 feet to a point on the North line of the South Half of the Northwest Quarter of the said
Northwest Quarter; thence North 88 degrees 52 minutes 10 seconds East on and along the North line of the
South Half of the Northwest Quarter of the said Northwest Quarter a distance of 90.01 feet to the Southwest
corner of the East Half of the Northeast Quarter of the Northwest Quarter of said Northwest Quarter; thence
North 00 degrees 25 minutes 56 seconds west 667.61 on and along the West line of the East half of the
Northeast Quarter of the Northwest Quarter of said Northwest Quarter; thence North 88 degrees 52 minutes
28 seconds East a distance of 332.77 feet on and along the North line of said Northwest Quarter to the
POINT OF BEGINNING, containing 11.58 acres more or less and subject to all rights of ways and
easements of record.
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50' INGREES / EGRESS EASEMENT
25' q& PROFILE GRADE
2' 13' 13'
Z ROLL CURB Z ROLL CURB
SLOPE Y/" PER FOOT MIN. SLOPE 1/4" PER FOOT MIN.
SUB - SURFACE DRAIN
PER CITY OF CARMEL
SPECIFICATIONS
BOTH SIDES OF ROAD.
TYPICAL STREET SECTION
NO SCALE
25'
2' 10'
4' 5'
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EXISTING SANITARY STRUCTURE
LOCATION WITHIN THE
WINDEMERE SUBDIVISION
HOLEYMOLEYSAYS
"DIG SAFELY"
"IT'S THE LAW"
GALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 - 382 -5544
CALL TOLL FREE
PER /ND /ANA STATE LAW /C8 126.
ITISAG41NST THE LAW TO EXCAVATE
WITHOUT NOTIFYING INE UNDERGROUND
LOCATION SERVICE TWO (2) WORK /NG DAYS
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(mfpg - 867.8)
MIN. FLOOD PROTECTION GRADE
EXISTING SANITARY STRUCTURE
LOCATION WITHIN THE
WINDEMERE SUBDIVISION
HOLEYMOLEYSAYS
"DIG SAFELY"
"IT'S THE LAW"
GALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 - 382 -5544
CALL TOLL FREE
PER /ND /ANA STATE LAW /C8 126.
ITISAG41NST THE LAW TO EXCAVATE
WITHOUT NOTIFYING INE UNDERGROUND
LOCATION SERVICE TWO (2) WORK /NG DAYS
BEFORE COMMENCING WORIC
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Sheet No:
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