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APPLICATION FOR SECONDARY PLAT OR REPLAT ®�
Fee: $500.00
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Date June 28,2001 Docket#. Q'$ s
The undersigned agrees that any construction, reconstruction, enlargement, relocation of alteration of structure, or any
change in the use of land or structures requested by this 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 all Acts amendatory thereto
Name of Applicant: Brenwick TND Communities, L.L.0 Phone# (317) 574-3400
Address of Applicant: 12821 E New Market Street, Suite 200
Name of Subdivision Village of WestClay, Section 8002
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres) 3.290 Number of Lots. 11
Length of miles of new streets to be dedicated to public use' 0 03
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
Car el, IN 46032 _
Signature of Applicant: (Printed) Keith Lash, P E
TITLE. Project Manager-The Schneider Corp (agent)
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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 28th Day of June 2001
CRAcc./tatz. W. k�
Notary Public ekary 14.4ourri
My Commission Expires April 22, 2008
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 $ Received by
\\CARMEL_NT1\JOBS\1238\8002\docs\SECONDARY PLAT OR REPLAT APPL.doc
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Legal Description:
Village of WestClay Section 8002
A part of the Southwest Quarter of Section 28,Township 18 North,Range 3 East of the Second Principal Meridian,Clay
Township,Hamilton County,Indiana,more particularly described as follows.
Beginning at the Southwest corner of said Quarter;thence North 89 degrees 14 minutes 42 seconds East along the south
line thereof 54.63 feet to the Point of Beginning;thence North 00 degrees 08 minutes 09 seconds West 940.31 feet;thence
North 44 degrees 51 minutes 51 seconds East 46 67 feet;thence South 00 degrees 08 minutes 09 seconds East 133.00 feet;
thence North 89 degrees 51 minutes 51 seconds East 135.00 feet to the northwest corner of the Village of WestClay
Section 7501-C,the Secondary Plat of which is recorded as Instrument Number 200100016123,Plat Cabinet 2, Slide 576
in the Office of the Recorder of said County;thence South 00 degrees 08 minutes 09 seconds East along the westerly
boundary of said Section 7501-C and along the westerly boundary 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 said
Recorder and along the westerly boundary of the Village of WestClay Section 7501-A,the Replat of which is recorded as
Instrument Number ,Plat Cabinet_, Slide in said Office 748.53 feet; (the following two courses are
along the boundary of said Section 7501-A)(1)thence South 89 degrees 51 minutes 51 seconds West 17 42 feet; (2)thence
South 00 degrees 08 minutes 09 seconds East 90.15 feet to the south line of said quarter;thence South 89 degrees 14
minutes 42 seconds West along said south line 150.59 feet to the Point of Beginning. Containing 3.290 acres,more or
less.
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VILLAGE OF WEST CLAY
Report on Water Distribution, Sanitary Sewer and Storm Sew: .yste n?GQF —;�
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1. Water Distribution
The potable water to the site will be provided by the Indianapolis Water Company (IW '. /81 `,L 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 1315` 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 126`h 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 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.
• I
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 131St 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 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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