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Johnson, Sue E
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Sent:
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Subject:
Dobosiewicz, Jon C
Tuesday, September 11, 2001 1 :56 PM
Johnson, Sue E
Lillig, Laurence M; Hahn, Kelli A; Hollibaugh, Mike P
Docket Number Assignment - Secondary Plat; Village of West Clay - Section DP01-B
Sue Ellen,
Please issue the necessary Docket Number for Village of West Clay - Section DPOI-B Secondary Plat
application. It will be the following:
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.-.01 SP $700
Total Fee:
$700.00
Village of West Clay - Section DPOI-B (Secondary Plat)
The site is located southeast of West 131 st Street and Towne Road. The site is zoned PUD/Planned Unit
Development.
Filed by Keith Lash of the Schneider Corporation for Brenwick TND Communities, LLC.
The petition will be added to the September 19th T AC agenda.
Please contact Keith Lash at 826-6402 with this information. Once the docket is assigned please return the file
to my office. ~
Thanks,
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APPLICATION FOR SECONDARY PLAT OR REPLA T
Fee: $500.00
Date: September 4, 2001
Docket #:
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.C.
Phone # (317) 574-3400
Address of Applicant: 12821 E. New Market Street, Suite 200
Name of Subdivision: Village of West Clay, Section DP01-B
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres) 2.683
Number of Lots: 30
Length of miles of new streets to be dedicated to public use: 0.0
Surveyor certifying plat:
Richard H. Miller, L.S.
Surveyor's address and phone#: The Schneider Corp. 12821 E. New Market St., Suite 100,
Car N 46032
(317) 569-8112
Signature of Applicant:
(Printed) Keith Lash, P.E.
TITLE: Project Manager -
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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 4th Day of Sept. 2001.
QO'L~W.~
Notary Public~JCAnrac. W. flU',-; Sdn
My Commission Expires: April 22, 2008
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5.1.10 Application for Secondary Plat Two (2) copies, or more if necessary, of the secondary plat and the constructiQn "
plans, together with supporting documents, shall be submitted to the Building commissioner with this applic~tion and the'
application fee as indicated in Section 29.6 of the Zoning Ordinance. - . /
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Additional plans to be distributed to necessary authorities by applicant.
Fee: $500.00
Received by:
\\CARMEL_NT1 \JOBS\1238\017\docs\SECONDARY PLAT OR REPLA T APPL.doc
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Legal Description:
Village of West Clay Section 017, Village of West Clay Villas
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, being more particularly described as follows:
Commencing at the Southeast comer of the West Half of said Quarter, thence South 89 degrees 14 minutes 42
seconds West (Assumed Bearing) along the south line thereof 164.62 feet to the southwesterly comer of the Village
of West Clay Section 3001-B, the Secondary Plat of which is recorded as Instrument Number 199909965088, Plat
Cabinet 2, Slide 344, in the Office of the Recorder of said County; thence North 00 degrees 08 minutes 09 seconds
West along the boundary of said Section 300l-B 113.69 feet to the boundary of the Village of West Clay Section
3001-C, the Secondary Plat of which is recorded as Instrument Number 199909971383, Plat Cabinet 2, Slide 368, in
said Office; (the following three courses are along the boundary thereof) (l) thence North 80 degrees 51 minutes 15
seconds West 122.62 feet; (2) thence North 88 degrees 40 minutes 53 seconds West 120.65 feet; (3) thence North 00
degrees 15 minutes 05 seconds East 187.80 feet to the Point of Beginning; thence North 87 degrees 21 minutes 46
seconds West along the boundary of the Village of West Clay Section 7501-A, the Secondary Plat of which is
recorded as Instrument Number 20010050870, Plat Cabinet 2, Slide 641, in said Office 397.11 feet to the boundary
of the Village of West Clay Section 7501-B, the Secondary Plat of which is recorded as Instrument Number
200000007118, Plat Cabinet 2, Slide 402, in said Office; thence North 00 degrees 08 minutes 09 seconds West along
the boundary of said Section 7501-B 116.62 feet; thence North 05 degrees 17 minutes 20 seconds East along the
boundary of said Section 7501-B and along the boundary of the Village of West Clay Section DPOI-A, the
Secondary Plat of which is recorded as Instrument Number 200100038220, Plat Cabinet 2, Slide 613, in said Office
116.08 feet; thence North 65 degrees 51 minutes 51 seconds East along the boundary of said Section 7501- B and
along the boundary of the Village of West Clay Section 3001-A Village Center, Part 2, the Secondary Plat of which
is recorded as Instrument Number 199909969687, Plat Cabinet 2, Slide 363, in said Office 209.42 feet; (the
following five courses are along the boundary of said Section 300 I-A) (l) thence South 00 degrees 08 minutes 09
seconds East 10.27 feet; (2) thence North 89 degrees 51 minutes 51 seconds East 50.00 feet; (3) thence North 00
degrees 08 minutes 09 seconds West 4.80 feet; (4) thence South 66 degrees 08 minutes 09 seconds East 282.81 feet;
(5) thence South 00 degrees 08 minutes 09 seconds East 2.42 feet to the boundary of said Section DPO I-A; thence
North 87 degrees 21 minutes 46 seconds West along the boundary of said Section DPOI-A 114.13 feet; thence South
00 degrees 08 minutes 09 seconds East along the boundary of said Section DPOI-A and along the boundary of said
Section 3001-C 219.18 feet to the Point of Beginning. Containing 2.683 acres, more or less.
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VILLAGE OF WEST CLAY
Report on Water Distribution, Sanitary Sewer and Storm Sewer
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 BpI Street. The new 16" main will run along our site's frontage on 13151 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 1261h 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 W estClay, 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 West Clay 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 CTR WD' 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 West Clay. 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 13151 Street
and leaves the site just East ofthe 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 West Clay.
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 1261h
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
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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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