HomeMy WebLinkAboutApplicationAPPLICATION FOR SECONDARY PLAT OR REPLAT
Fee: $500.00
DATE: COCKEr #
in the use qf land or structures ~quested by this application will comply with. and conform to, all applicable laws of the State of Indiana, a nd
the Zoning 0rdina nce of Carmel, Indiana - 1980, adopted under the euthodb/cf Acts of 1979, Public Law 178, Sec. 1, et. seq, General
Assembly of the State of Indiana, and all Acts amendatery thereto.
N~meofApplicant: B~m.*Jck a-l, ln c,~,~m,,,,~,~.s~;.L. L~'.C~ Phone# 574--3400
Address ofApplJcant~ 12722 Hamilton Crossing Blvd. ~ Carmel~ IN 46032
Dr. Donald Pe~ez
NameofSubdivislon: Village of WeatClay~ Section 10006
Legal Description UFo bo typewritten on separate sheet and attached}.
Area (in acres): !7. 954 Number of Lots: 27
Length in miles o~ new streets I~ be dedicated to public use: 0.21
Surveyor certifying plat: Norman Hiselman
Surveyors address andphond~ The Schneider Corporation, 12726 Hamilton Crossing Blvd.
0t~. Carmel, IN 66032 Ph: 574-3797
Signature of Applicant: 7~/~l~lall~l/ _ __ (Print]___G. eorg_e P. Sweet
STATE OF INDIANA
Before me, the undersigned, a Note ry Public for
a nd a cknov;ledge the execution oi~ the foregoing instrument this ~:~J__'~rda'¢ of
My Commission Expires:
5.1.10 _Application for Secondary P at. Two (2] copies, or more if necessary, of the secondaw plat and the construction pla ns,
together with supporting documents, shall be submitr, ed to the Building Commissroner with this application and the application fee as
indicated in Section 29.6 of the Zoning Ordinance.
Additional plans to be distributed to necessary authorities by apphca nL
FEE: Received By:.
sNormsLsecplat.app revised 01/07/97
Land Description
Village of Westclay - Section 10006
A part of the Southwest Quarter and Southeast Quarter of Section 28, Township 18 north, Range 3 East,
Clay Township, Hamilton County, Indiana, described as follows:
Beginning at the Northeast corner of the Southwest Quarter of said Section 28; thence South 00 degrees
01 minutes 11 seconds West along the east line of said Southwest Quarter a distance of 503.75 feet;
thence North 89 degrees 29 minutes 11 seconds East a distance of 153.61 feet; thence South 00 degrees
31 minutes 29 seconds East a distance of 169.39 feet to a point on a curve having a radius of 50.00 feet,
the radius point which beam South 06 degrees 56 minutes 24 seconds West; thence southwesterly along
said curve an am distance of 51.40 feet to a point which beam North 51 degrees 57 minutes 55 seconds
West from said radius point; thence South 38 degrees 02 minutes 05 seconds West a distance of 67.37
feet; thence North 51 degrees 58 minutes 07 seconds West a distance of 19.00 feet; thence South 38
degrees 01 minutes 53 seconds West a distance of 50.00 feet; thence North 51 degrees 58 minutes 07
seconds West a distance of 24.75 feet; thence South 49 degrees 25 minutes 40 seconds West a distance
of 189.76 feet; thence North 44 degrees 43 minutes 16 seconds West a distance of 200.52 feet; thence
South 19 degrees 32 minutes 36 seconds West a distance of 37.15 feet; thence South 66 degrees 57
minutes 46 seconds West a distance of 174.90 feet; thence South 32 degrees 16 minutes 02 seconds
West a distance of 114.16 feet; thence North 86 degrees 03 minutes 47 seconds West a distance of 60.02
feet; thence North 28 degrees 54 minutes 18 seconds West a distance of 91.36 feet; thence North 42
degrees 17 minutes 19 seconds West a distance of 91.36 feet; thence North 55 degrees 40 minutes 21
seconds West a distance of 91.36 feet; thence North 69 degrees 03 minutes 22 seconds West a distance
of 91.36 feet; thence North 82 degrees 47 minutes 45 seconds West a distance of 96.19 feet; thence
North 00 degrees 08 minutes 09 seconds West a distance of 676.76 feet to a point on the North line of the
said Southwest Quarter;, thence North 89 degrees 14 minutes 59 seconds East along the said North line a
distance of 940.18 feet to the Point of Beginning. Containing 17.954 acres, more or less.
J :\1238\1006\DOCS\1006DESC.WPD
Village of WestClay, Section 10006
AGREEM£NT
The developer shall be responsible for any drainage problems includ-
ing 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 og drain-
age improvements. This shall include all pipes, structures, swales,
ditches and ponds which are pertinent features to the proper drain-
age of the subdivision.
This responsibility of the developer shall not, however, include
problems which are created, subsequent to ~ha completion of the
subdivision £mprovements by the improper grading by individual
builders, or structures and improper grading installed or accom-
plished b~-individual homeowners.
It is the intent of ~his re~uirements, 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 wate~ ~roblem which was not contemplated in the
original approved subdivision design, including, hut not restricted'
to, disposa~ of sub-surface water from footing drains of individual
ROAD IMPROVEMENTS= The typical aqreoment for. existing contiguous
Hamilton County Roads which are substandard, with Hamilton County
The developer will put i~ 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 storm sewers and
curbs. This will be the black top grade during construction of
subdivision. Then the county will co~ in and ~ut out ~ inches
and put in 3.1nob binder asphalt after which ~he de,eloper will be
responsible for I inch of asphalt topping. This is being done as
joint projects between county and developer. An agre~nt shall be
executed, in writing, Between the developer a~d Hamilton County
specifically detailing the exact work to be accomplished by the
developer and that to be accomplished by ~he 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 ~he agreement shall include the Cityof Carmel Board
of Public works as a signato~, 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.
W~TNESS
Dave Sexton~ P.E.
The Schneider Corp.
Director - Residential Dev.
Brenwick TND Communities L.L.C.
DATE
August 21, 1998
VILLAGE OF WEST CLAY
Report on Water Distribution, Sanitary Sewer and Strom Sewer System
1. Water Distribution
The potable water to the ~ite will be provided by the Indianapolis Water Company (IWC).
Connections onto the existing mains will be made at the following location:
A 16" main will be extended from it's current location at the intersection of Di[ch Road
and 131st Street. The new 16" main will run along our site's ~ontage On 13 l~t Street, and
will be stubbed at our Westernmost boundary for future extension by others~
A second 16" main will be tapped and extended from the West, from it's terminus within
the Laurel Lakes Subdivision on 126th Street.
A 12" main will be tapped and extended the Irsay Horse Arena on 136th Street.
Another 12" main will be tapped within the existing Claridge Farm Subdivision, and a
12" main will be extended through our site.
An 8" main will be tapped at the Laurel Lakes Subdivision entrance on Towne Road.
Preliminary hydraulic computations have been completed by IWC, and working in conjunction
with our estimated development of each section within the Village of WestClay, we have
developed aplan that ensures adequate pressure for fire fighting capabilities at all times during
the build out and beyond.
Approval for the extension of every water main will be required from the Indiana Department of
Environmental Management, and all mains will be designed and installed in accordance with
IWC rules and regulation.
2. Sanitary Sewer
Sanitary sewer effluent for the site will be accepted by the Clay Township Regional Waste
District (CTRWD). A lift sation is proposed along the Eastern boundary of the site which,
initially, will pump effluent via a force main into the existing lift station located in the
Claybridge Subdivision, East of Clay Center Road. Pursuant to discussions and as part of the
joint design with the CTRWD's consultmat, Sam Moore and Associates, it is intended that as the
Village of WestClay builds out, the force main will be disconnected from the Claybridge lift
station and routed to an existing 18" interceptor located in Springmill Road.
Two additional lift stations are proposed within the Village of WestClay to serve areas which
cannot be served by gravity sewers. One will be placed within the common area located along
Hoover Road, South of the Claridge Farm entrance. It will serve the Southern third of the
proj6ct, and will pump North into the gravity system described above. The station.is temporary
in nature, and will be~taken off line upon extension of the interceptor proposed to the South and
East shown in the CTRWD's master plan.
The second station is also temporary, and is located along the project's Westernmost boundary
near 126th Street. The station will also pump to the gravity sewers.to the East, and it serves the
portion of the project located West of Towne Road.
Approvals for the d~sign and construction of the sanitary sewers must also be obtained, in
addition to the CTRWD and it's consultant, from the Indiana Department of Environmental
Management;
3. Storm Sewer
The surface runoff on the site will be conveyed by a system of swales and pipes to a network of
retention lakes within the Village of WestClay, In accordance with the requirements of the
Hamilton County Surveyor's requirements, the retention lakes will provide storm water
management control in order to restrict the discharge rates onto the site's various outfall points.
The discharge points for the site are as follows:
Elliot Creek; which traverses the site along the Northern third, then crosses 131st Street
and leaves the site just East of the existing 8.5 acre lake on the Perez parcel.
Claddge Farms Legal Drain; which was sized per the County Surveyor's calculations, to
accept a 146 acre drainage area that lies within the boundary of the Village of WestClay.
Connection onto the Claridge Farm drain will be made at an existing 36" concrete pipe
just South of the existing mound bordering the Perez property, and will address drainage
problems evident at that location.
Clay Creek; Which traverses the site along the Southern third, then crosses Hoover Road
near the proposed common area South of Claridge Farm entrance.
Brendle Legal Drain; which flows along the site's Western boundary, then crossed 126th
Street West of Towne Road.
It is the intent that all main storm sewer lines and all lines interconnecting lakes and serving as
outlet points be petitioned to be accepted by the County Surveyor as regulated drains. A limited
portion of the storm sewers that serve to drain rear and side yards may remain within the
maintenance jurisdiction of the project's homeowner's association; however, most storm sewers
and all retention lakes will be maintained by the County SUrVeyor. Subsurface drains, or
pavement base drains,.are proposed to be installed under the street curbs, in order to provide an
outle~ point to,home sump pumps, and in order to intercept gr~)und~vater Seepage.before reaching
and co~mpr6mising the pavement stability.
4. Erosion Control
iDuring all phases of the construction the Site General Contractor and all Subcgntractors shall
.exercise measures to prevent the erosion of soils due to the action of water and wind. All erosion
and sediment control measures shall be implemented prior to earth moving activities.
The proposed detention area along with any swales shall be constructed first. The detention area
and outfaI1 structure must be complete and operational prior t9 the placement of any impervious
surface.
Sediment in run-off water shall be trapped by the use of such methods as debris basins, Siltation
sumps and silt fen~ces until the disturbed area is stabilized. These shall be:in place before any
land alterations/grading.
Trapping devices shall be periodically inspected during dry periods and after each rainfall event
by the Site Contractor. Trapping devices shall be replaced if determined to be incapable of
performing intended function of sediment trapping.
The Contractor shall have available on the construction site a water source capable of applying
water to dry exposed soil in order to prevent wind erosion. The application rate and manner shall
be such that soil moisture is attained and no surface nm-off is created.
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