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APPLICATION FOR SECONDARY PLAT OR REPLAT
Fee: $500.00
RECETHED
NOV iT .2000
Date: November 17,2U0D0 Docket#:
The undersigned agrees thatc.any construction, reconstruction, enlargement, relocation of alteration of structure, or any
change in the use=of-land,or'str'uctures requested by this application will comply with, and conform to, all applicable laws
of the State of Indiaria,1a'nd"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 all Acts amendatory thereto.
Name of Applicant: Brenwick TND Communities, L.L.C. Phone# (317) 574-3400
Address of Applicant: 12821 E. New Market Street, Suite 200
Name of Subdivision: Village of WestClay, Section 8501
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres) 5.751 Number of Lots: 14
Length of miles of new streets to be dedicated to public use: 0.20
Surveyor certifying plat: Richard H. Miller, L.S.
Surveyor's address and phone#: The Schneider Corp. 12821 E. New Market St., Suite 100, (317) 569-8112
71, I 46032
Signature of Applicant: (Printed) Keith Lash, P.E.
TITLE: Project Manager-Thineider Corp. (agent)
STATE OF INDIANA
SS
County of Hamilton
Before me,the undersigned,a Notary Public for Hamilton County, State of Indiana, personally appeared Keith Lash
and acknowledge the execution of the foregoing instrument this 17th Day of Nov. 2000.
CAka... kt, 1A), Ocetith,(A.
Notary Public tpxarine tO• Harr
My Commission Expires: April 22, 2008 f�
5.1.10 Application for Secondary Plat Two (2) copies, or more if necessary, of the secondary plat and the construction-
plans, together with supporting documents, shall be submitted to the Building commissioner 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 applicant.
Fee: $500.00 Received by:
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Land Description: RECE l n
Village of WestClay NOV 17 200 0
Section 8501 DOGS
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 Southwest corner of said Quarter; thence North 00 degrees 11
minutes 59 seconds West along the West line of said Quarter a distance of 840.91 feet to
the intersection of the extension of the North line of the Village of WestClay Section
7501-B, the Secondary Plat of which is recorded as Instrument Number 200000007118
Plat Cabinet 2, Slide 402, in the Office of the Recorder of Hamilton County, Indiana and
said West line; thence North 89 degrees 51 minutes 51 seconds East along said extension
a distance of 88.56 feet to the Point of Beginning; thence North 00 degrees 08 minutes 09
seconds West parallel with the West line of the Village of WestClay Section 3004, the
Secondary Plat of which is recorded as Instrument Number 199909965089, Plat Cabinet
2, Slide 345 a distance of 390.00 feet; thence North 89 degrees 51 minutes 51 seconds
East parallel with said North line a distance of 642.29 feet to said West line; thence South
00 degrees 08 minutes 09 seconds East along said West line, the extension thereof, and
the West line of the Village of WestClay Section 3001-A, the Secondary Plat of which is
recorded as Instrument Number 199909969687 Plat Cabinet 2, Slide 363 a distance of
390.00 feet to said North line; thence South 89 degrees 51 minutes 51 seconds West
along said North line and the extension thereof 642.29 feet to the Point of Beginning,
containing 5.751 acres, more or less.
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VILLAGE OF WEST CLAY
t
Report on Water Distribution, Sanitary Sewer and Storm; Sewer7�Systern�
Opts `t v
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 run along our site's frontage on 131st 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 136`h 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 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 will
pump effluent via a force main into the 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
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.
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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 design 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 131" 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 126`h
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 all 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 shall be implemented prior to earth moving activities.
The proposed detention area along with any swales shall be constructed first. The detention area
and outfall structure must be complete and operational prior to 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 fences 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 run-off is created.
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SUBDIVIDER AGREEMENT FORM
RECEIVED
a LS 2001 00
Project: Village of WestClay Section 8501
9.6 THE SUBDIVIDER % ®®W 1
The following agreement shall be included as a submittal with the final pl. "As.R. 'm..-
d.,
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 requirement, 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 of existing contiguous Hamilton County Roads
which are substandard, with Hamilton County is: None
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 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 up completion of said improvements and
completion of annexation. I I
DEV: OIEI' George • Sweet
Co-Manager
Brenwick TND •mmunties, LLC
WITNESS Keith Lash, P.E.
Project Manager
The Schneider Corporation
July 19, 2001
DATE
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