HomeMy WebLinkAboutApplication APPLICATION FOR SECONDARY PLAT OR ILEPLAT
Fee: 5500.00
DATE: OOGKET #
The undersigned agrees that any consC~cdon, reconstrecdon, enlargement~ relocation or altaradon of strec~ure, or any change
in the use of land or structoree requested by mis application will comply with, and conform to, all applicable laws of the State of Indiana. and
the Zoning Ordinance of Carmel, Indiana - 1980, adopted under the authority of Acts of 1979. Public Law 178. Sec. 1, et. seq. General
Assembly of the State of Indiana. and ell Acte amendatory thereto,
N~meofApplicant: Rr~nw-[r~- 1'~n ~mmu~ties.,_~_¢~,C.' Phone# 574-3400 '
12722 Hamilton Cross±rig Blvd. ~ Ca~mel~ IN 46032
Address of Applicanc
Name of Owner:
Name of Subdivision:
Dr. Donald Pe~ez
Village of WestClay~ Section 10005
Legal Description (To be ~pewritten on separate shee~; and attached].
Area (in acres): g. 1 02 Numbero~Lots: 14
Length in miles of new streets to be dedicated to public use: 0.24 +/-
Surveyorcerdfying pfa~= Not. tan Hisetman
Surveyor's address and phone/~l'~ The Schneider Corporation, 12726 Hamilton Crossing Blvd.
~//~.ga~,~., I~ 46032 Ph: 574-3797
Signa~ofApplican~ ~~~ ' (Pdnti__~eorge P. Sweet
~: Co-Manager Brenw~ TND Communities, L.L.C.
~A~ 0F IND~NA
coo.W o~ ~'l~n
and acknowledge
~ Commission ~pi~s:
5,1.10 Appticabon for Seconda~ Plat. Two (2] copies, cc more if necessary, of the secondary plat and the construction plans,
together wid~ supporting documents, shall be submi~d to the Buildin~ Commissioner with this applicadoc and the application fee as
indicated in Section 29.6 of the Zoning Ordinance.
Addidonat plans to be distributed to necessary authorities by applicant
FEE: Received By:,
s:\forms\secplat.app
revised 01/07/97
Land Description
Village of Westclay - Section 10005
A part of the Southwest Quarter of Section 28, Township 18 north, Range 3 East, Clay Township,
Hamilton County, Indiana, described as follows:
Commencing at the Northeast corner of the Southwest Quarter of said Section 28; thence South 89
degrees 14 minutes 59 seconds West along the North line of the said Southwest Quarter a distance of
940.18 feet to the Point of Beginning; thence South 00 degrees 08 minutes 09 seconds East a distance
of 866.75 feet; thence South 89 degrees 51 minutes 51 seconds West a distance of 160.00 feet; thence
South 00 degrees 08 minutes 09 seconds East a distance of 5.50 feet; thence South 89 degrees 51
minutes 51 seconds West a distance of 90.00 feet; thence North 00 degrees 08 minutes 09 seconds West
a distance of 5.50 feet; thence South 89 degrees 51 minutes 51 seconds West a distance of 176,00 feet;
thence North 00 degrees 08 minutes 09 seconds West a distance of 50.00 feet; thence North 89 degrees
51 minutes 51 seconds East a distance of 16.00 feet; thence North 00 degrees 08 minutes 09 seconds
West a distance of 400.00 feet; thence South 89 degrees 51 minutes 51 seconds West a distance of
16.00 feet; thence North 00 degrees 08 minutes 09 seconds West a distance of 50.00 feet; thence North
89 degrees 51 minutes 51 seconds East a distance of 26.00 feet; thence North 00 degrees 08 minutes 09
seconds West a distance of 362.46 feet to a point on the North line of said Southwest Quarter; thence
North 89 degrees 14 minutes 59 seconds East along the said North line a distance of 400.02 feet to the
Point of Beginning. Containing 8.102 acres, m~re or less.
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Village of WestClay, Section i0005
AGREEMENT
The developer sha~l 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 of 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 ~he completion of the
subdivision ~mprovements by the improper grading by individual
builders, or structures and improper grading installed or accom-
plished bT'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 drainaqe problem
or sub-surface wate{ ~roblem 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
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 storm sewers and
curbs. This will be the black top grade during construction of
subdivision. Then the county will cope in and gut ou~ ~ inches
and put in 3.inoh 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 i~clude 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.
WITNESS Dave Sexton, P.E.
The Schne. ider 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 site 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 Ditch Road
and 131st Street. The new 16" main will nm along our site's frontage on 131~ 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 a plan 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 roles 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 consultant, 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 muted to an existing 18" intemeptor 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
project, 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 126t~ 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 d6sign 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 13 l~t Street
and leaves the site just East of the existing 8.5 acre lake on the Perez parcel.
Claridge 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
outlet point to home sump pumps, and in order to intercept groundwater seepage before reaching
and compromising the pavement stability.
4. Erosion Control
During ail phases of the construction the Site General Contractor and all Subcontractors shall
exercise measures to prevent the erosion of soils due to the action of water and wind. All erosion
and sediment control measures shail be implemented prior to earth moving activities.
The proposed detention area aiong with any swaies shail be constructed first. The detention area
and outfail structure must be complete and operational prior to the placement of any impervious
surface.
Sediment in run-offwater shail be trapped by the use of such methods as debris basins, siltation
sumps and silt fences until the disturbed area is stabilized. These shall be in place before any
land alterations/grading.
Trapping devices shall be periodicaily inspected during der periods and after each rainfail 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 mn-off is created.
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