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DATE: Mav 7, 2002-
APPLICATION FOil SECO:NDARY PLAT OR (REPLAj)
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The undersigned agrees that any consIrudian, reconstrudfon, enlargement, reJocation or a~n'of sI:ruc:turer or
any change in the lEe of land or structures requested by this application wil comuly With, and amfonn to, at ~bfe laws
at me state of Indiana, and the Zoning OKllnance of Carmel, Indiana . 1980, adoptEd under the authority of Acts of 1979,
Public law 118, See.. 1, et. seq. General AssemblV of the State of Indiana, and all Acts amendatmy tIl~
Name of AppIamt: Centex Homes
Phone#' n17l )915-2200 _
AdcIft!s5ofAppbnt: 6602 Fast 75th street, Suite 100, I~dianapolis, Indiana 46250
Name of ovmer:' Centex Homes
Name of Subdivision: Hayden Run, Section 2
1.egaI Cesalptk:m (To he ttP6h'B.n on sepaI* sheetancl ~).
Area rm aaes):
9.094 Ac.+
Number of Loa: 19
tength In mites of new streets to be clecfated to public use:
0.22
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Surveyor certifying plat:
Dennis D. Olmstead
==;;1' 9/ksonville Raid,:::: ~~~8~~17l 8~~~"91"
1ITLE:
Land Development Manaaer
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-rtl t t t III II 11111 lilt I till 11.*_:( 1114 Illllrt t t I J I II11I t<<t=I*IIlI,q 111 J J 1 I I U 11II III J 1'1 I Jill J t STATE OF tNDrA.
55
County of Ham; 1 ton
Befcre me, the undersigned, a Notary Public for
Thanas L. Kutz and
Mav . tt 2002 .
County, State of Indiana, personatIy appeared
. of U1e foregoing instrument this 7tJ)" day of
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My ConIlTlissfun &pres: 09 09
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5.1.10 ~ for Secandarv Plat. Two (2) ~ or men if ~ry, af the seamdary. and 1M aII$trUdkln
plans, tcgether with supporting dcc.Uments, shafI be submittEd to the Bt.dIdino Commissioner with tt1fs appUcatioh and the
applicattDn fee as indlc:at2d in SectIon 29.6 of the Zonmg 0IUinence.
Additional plans to be cflStribuled to ~JY auttlorl:les by applicant.
FEE:
ReteiYed ~
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HA YDEN RUN
SECTION 2
A part of the Southwest Quarter of Section 29, Township 18 North, Range 3 East,
Hamilton County, Indiana, more particularly described as follows:
Commencing at the Northwest comer of the Southwest Quarter; thence North 89
degrees 35 minutes 32 seconds East along the North line of said Quarter Section
1,554.58 feet; thence South 00 degrees 00 minutes 34 seconds East parallel to the East
line of the said Quarter Section 749.48 feet to the POINT OF BEGINNING; thence
North 44 degrees 29 minutes 55 seconds East 127.87 feet; thence North 73 degrees 08
minutes 47 seconds East 94.48 feet; thence South 78 degrees 12 minutes 20 seconds
East 94.48 feet; thence South 49 degrees 33 minutes 28 seconds East 87.64 feet; thence
South 24 degrees 55 minutes 09 seconds East 92.07 feet; thence South 81 degrees 38
minutes 57 seconds East 192.77 feet; thence South 07 degrees 52 minutes 11 seconds
West 169.08 feet; thence South 75 degrees 27 minutes 50 seconds East 129.08 feet to a
point on a curve concave westerly, the radius point of said curve being North 75
degrees 27 minutes 50 seconds West 265.00 feet from said point; thence southerly
along said curve 72.14 feet to the point of tangency of said curve, said point being
South 59 degrees 51 minutes 57 seconds East 265.00 feet from the radius point of said
curve; thence South 59 degrees 51 minutes 57 seconds East 70.00 feet to a point on a
curve concave northwesterly, the radius point of said curve being North 59 degrees 51
minutes 57 seconds West 335.00 feet from said point; thence southwesterly along said
curve 101.22 feet to the point of tangency of said curve, said point being South 42
degrees 33 minutes 11 seconds East 335.00 feet from the radius point of said curve, said
point also being the point of curvature of a curve concave easterly, the radius point of
said curve being South 42 degrees 33 minutes 11 seconds East 20.00 feet from said
point; thence southerly along said curve 28.87 feet to the point oftangency of said
curve, said point being South 54 degrees 43 minutes 46 seconds West 20.00 feet from
the radius point of said curve; thence South 54 degrees 39 minutes 20 seconds West
50.00 feet to a point on a curve concave southerly, the radius point of said curve being
South 54 degrees 43 minutes 46 seconds West 20.00 feet from said point; thence
westerly along said curve 29.25 feet to the point oftangency of said curve, said point
being North 29 degrees 04 minutes 37 seconds West 20.00 feet from the radius point of
said curve; thence South 60 degrees 55 minutes 24 seconds West 129.12 feet; thence
South 21 degrees 28 minutes 55 seconds East 136.19 feet; thence South 60 degrees 55
minutes 24 seconds West 152.83 feet; thence North 37 degrees 47 minutes 39 seconds
West 136.49 feet to a point on a curve concave southeasterly, the radius point of said
curve being South 30 degrees 56 minutes 09 seconds East 165.00 feet from said point;
thence southwesterly along said curve 20.82 feet to the point of tangency of said curve,
said point being North 38 degrees 09 minutes 59 seconds West 165.00 feet from the
radius point of said curve; thence North 38 degrees 09 minutes 59 seconds West 70.00
feet to a point on a curve concave westerly, the radius point of said curve being North
38 degrees 09 minutes 59 seconds West 20.00 feet from said point; thence northerly
along said curve 25.66 feet to the point of tangency of said curve, said point being
North 68 degrees 19 minutes 09 seconds East 20.00 feet from the radius point of said
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curve; thence North 89 degrees 59 minutes 34 seconds West 236.48 feet; thence North
00 degrees 00 minutes 34 seconds West parallel to the East line of the said Quarter
Section 588.01 feet to the place of beginning. Containing 9.094 acres, more or less,
subject to all legal highways, rights-of-ways, easements, and restrictions of record.
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UTILITY SUMMARY FOR HAYDEN RUN
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Electric
Electric service will be provided by Cinergy. The development will be served by existing /
power service within the area of the subject site along 1315t Street.
Telephone
Telephone service will be provided by Ameritech. The development will be serviced by
existing telephone facilities along 1315t Street.
Water
Water service will be provided by Indianapolis Water Company (IWC). A watermain
must be brought to the site from approximately 131 th Street and Town Road. The exact
route and size will be determined by IWC.
Sanitary Sewer
Sanitary sewer service will be provided by the Clay Township Regional Waste District
(CTRWD). CTRWD has proposed to construct a new lift station on school owned
property on the South side of 126th Street and extend a gravity line northerly from the lift
station along Long Branch Drain. The sanitary route would fall within this project near
the East property line. This project can connect directly into that interceptor sewer.
Drainage
The pre-developed drainage follows basically a southeastwardly pattern across this site to
the Long Branch Drain and continues southerly through the Long Branch Drain. Post-
developed conditions will follow that same path through a series of swales and pipes
directing storm water to retention ponds located along the East side of the project. The
ponds will discharge into Long Branch Drain at a controlled release rate, which will meet
or exceed all current requirements.
Gas
Natural gas service will be provided by Indiana Gas. A gas main must be extended to the
site from approximately 1315t and Towne Road. The exact route and size will be
determined by Indiana Gas.
S :\40605\Legal\ UtilitySummary
May 16,2001
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9.6 THE SUBDIVIDER
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The following agreement shall be included as a submittal with the final plat application. DOCS
AGREEMENT
The developer shall be responsible for any drainage problems including standing water,
flooding and erosion control, which arise or become evident at any time during the 3 year
maintenance period after release of subdivision bonds, and which is attributable to a
deficiency in subdivision drainage design or construction of drainage improvements.
This shall include all pipes, structures, swales, ditches and ponds which are pertinent
features to the proper drainage of the subdivision.
This responsibility of the developer shall not, however, include problems which are
created, subsequent to the completion of the subdivision improvements by the improper
grading by individual builders, or structures and improper grading installed or
accomplished by individual homeowners.
It is the intent of this requirements, that the developer shall, specifically, provide such
sub-surface drains, or storm sewers or ditches as are required to properly rectify any
drainage problem or sub-surface water problem which was not contemplated in the
original approved subdivision design, including; but not restricted to, disposal of sub-
surface water from footing drains of individual lots.
ROAD IMPROVEMENTS: The typical agreement for existing contiguous Hamilton
County Roads which are substandard, with Hamilton County is:
The developer will put in 12 inch stone base to the required width of the road, and grade
the shoulders to a minimum of 6 feet width and construct proper side-ditches, or, provide
sto~ sewers and curbs. This will be the black top grade during construction of
subdivision. Then the county will come in and cut out 3 inches and put in 3 inch binder
asphalt after which the developer will be responsible for 1 inch of asphalt topping. This
is being done as joint projects between county and developer. An agreement shall be
executed, in writing, between the developer and Hamilton County specifically detailing
the exact work to be accomplished by the developer and that to be accomplished by the
County, and shall also state the road or roads or portions thereof which are included. If
, the subdivision is contemplated to be annexed to the City of Carmel, then the agreement
shall include the City of Carmel Board of Public Works as a signatory, which shall be for
the purpose of the City of Carmel agreeing to accept for maintenance and operation, the
improved road facility upon completion of said improvements and completion of
annexation.
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May 7, 2002
DATE
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