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Johnson, Sue E
From:
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Subject:
Dobosiewicz, Jon C
Wednesday, February 06, 2002 5:11 PM
Johnson, Sue E
Lillig, Laurence M; Hahn, Kelli A; Hollibaugh, Mike P
Docket Number Assignment - Secondary Plat; Village of West Clay - Section 5001
Sue Ellen,
Please issue the necessary Docket Number for Village of West Clay - Section 5001 Secondary Plat application.
It will be the fonowing:
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Total Fee: /00.00
Village of West Clay - Section 5001 (Secondary Plat)
The site is generally located southeast of West 13 1St Street and Towne Road. The site is zoned POO/Planned
Unit Development.
Filed by Keith Lash of the Schneider Corporation for Brenwick IND Communities, LLC.
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The petition will be placed on the February 20th TAC 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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Jon
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Carmel, IN 46:G2
(317) 57t-2417
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APPLICATION FOR SECONDARY PLAT OR REPLAT
Fee: $500.00
Date:
February 4, 2002
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, etseq, 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
Add ress of Applicant: 12821 E. New Market Street, Suite 200
Name of Subdivision: Village of WestClay, Section 9006
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres) 9.951
Number of Lots: 41
Length of miles of new streets to be dedicated to public use: 0.48
Surveyor certifying plat:
Edward D. Giacoletti, L.S.
Surveyor's address and phone#: The Schneider Corp, 12821 E. New Market St., Suite 100,
Carmel N A6032
(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
and acknowledge the execution of the foregoing instrument this
My Commission Expires:
April 22,2008
County, State of Indiana, personally appeared Keith Lash
4th Day of Feb. 2002.
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Notary Public Roxa:f'\rle.. t.(). I-Wrl ~
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5. ) .10 Application for Secondar:v Plat Two (2) copies, or more if necessary, of the secondary plat anQ:the,~pnstr;l1cti08 ~ _ c
plans, together with supporting documents, shall be submitted to the Building commissioner with this applicatiorJf~nd)tie--;- ..,.
application fee as indicated in Section 29.6 of the Zoning Ordinance. ~_ <, r-:..,."
Additional plans to be distributed to necessary authorities by applicant.
Fee: $
Received by:
\\CARMEL~NT1\JOBS\1238\9006\docs\SECONDARY PLAT OR REPLAT APPL.doc
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Legal Description :.:;;'/ R f
Village of WestClay Section 5001 . FEBEC$/VED t. ,
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A part of the Southwest Quarter of Section 2&, Township 18 North, Range 3 East".o\ the SeJJ8€8rincipal Meuidian,
Clay Township, Hamilton County, Indiana, being more particularly described as f0~WS: ~
Commencing at the Northwest corner of said Southwest Quarter Section; thence Nort~aegreeS-;14~utes 59
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seconds East along the north line of said Southwest Quarter Section a distance of 1338.4& fee't-to..t1wNorthwest
comer of Village of West Clay Section 10005, a subdivision in Hamilton County, Indiana, the Secondary Plat of
which is recorded as Instrument Number 199909946966, Plat Cabinet 2, Slide 297, in the office of the Recorder of
said County; (the following six courses being along the westerly boundary of said Village of WestClay Section
10005) (1) thence South 00 degrees 0& minutes 09 seconds East a distance of297.46 feet to the Point of Beginning;
(2) thence continuing South 00 degrees 08 minutes 09 seconds East a distance of 65.00 feet; (3) thence South 89
degrees 51 minutes 51 seconds West a distance of26.00 feet; (4) thence South 00 degrees 08 minutes 09 seconds
East a distance of 50.00 feet; (5) thence North 89 degrees 51 minutes 51 seconds East a distance of 16.00 feet; (6)
thence South 00 degrees 08 minutes 09 seconds East a distance of 399.00 feet; thence South 89 degrees 51 minutes
51 seconds West along the boundary of said Village of West Clay Section 10005 and along the boundary of Village
of WestClay Section 3004 Village Center, Part 1, a subdivision in Hamilton County, Indiana, the Secondary Plat of
which is recorded as Instrument Number 199909965089, Plat Cabinet 2, Slide 345, a distance of 128.94 feet to a
curve having a radius of 126.00 feet, the radius point of which bears North 67 degrees 13 minutes 13 seconds West;
(the following eight courses being along the northwesterly boundary of said Village of WestClay Section 3004) (l)
thence northeasterly along said curve an arc distance of 6.49 feet to a point which bears South 70 degrees 10 minutes
I J seconds East from said radius point; (2) thence North 70 degrees 10 minutes 11 seconds West a distance of 52.00
feet to a curve having a radius of 74.00 feet, the radius point of which bears North 70 degrees 10 minutes] I seconds
West; (3) thence southwesterly along said curve an arc distance of32.33 feet toa point which bears South 45
degrees 08 minutes 09 seconds East from said radius point; (4) thence South 44 degrees 51 minutes 51 seconds West
a distance of 250.21 feet; (5) thence North 45 degrees 08 minutes 09 seconds West a distance of 4.50 feet; (6) thence
South 44 degrees 51 minutes 51 seconds West a distance of 52.00 feet; (7) thence South 45 degrees 08 minutes 09
seconds East a distance of 4.50 feet; (8) thence South 44 degrees 51 minutes 51 seconds West a distance of 50.00
feet; thence North 45 degrees 08 minutes 09 seconds West a distance of 135.00 feet; thence South 44 degrees 51
minutes 51 seconds West a distance of 10.00 feet; thence North 45 degrees 08 minutes 09 seconds West a distance
of 135.00 feet; thence South 44 degrees 51 minutes 51 seconds West a distance of 5.00 feet; thence North 45
degrees 08 minutes 09 seconds West a distance of 190.00 feet; thence North 44 degrees 51 minutes 51 seconds East
a distance of 166.31 feet; thence North 00 degrees 08 minutes 09 seconds West a distance of232.11 feet; thence
South 89 degrees 51 minutes 51 seconds West a distance of9.32 feet; thence North 00 degrees 0& minutes 09
seconds West a distance of 50.00 feet; thence North 89 degrees 51 minutes 51 seconds East a distance of2.32 feet;
thence North 00 degrees 08 minutes 09 seconds West a distance of 140.00 feet; thence North 89 degrees 51 minutes
51 seconds East a distance of 55. 00 feet; thence North 00 degrees 08 minutes 09 seconds West a distance of21.00
feet; thence North &9 degrees 51 minutes 51 seconds East a distance of 52.00 feet; thence South 00 degrees 08
minutes 09 seconds East a distance of 96.00 feet; thence North 89 degrees 51 minutes 51 seconds East a distance of
415.00 feet; thence South 00 degrees 08 minutes 09 seconds East a distance of 13.05 feet; thence North 89 degrees
51 minutes 51 seconds East a distance of 155.00 feet to the Point of Beginning. Containing 9.951 acres, more or
less.
N:\1238\500 1\docs\5001 des.doc
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VILLAGE OF WEST CLAY I?fj .~
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Report on Water Distribution, Sanitary Sewer and Storm ~e~er siemf L~i
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1. Water Distribution \:':)\ ,/\?-
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The potable water to the site will be provided by the Indianapolis Water Company (lwe)~
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 131'1 Street. The new 16" main will run along our site's frontage on 131'1 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 l26th 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 Faml 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 TOVvllShip 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 offline 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.
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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 Enviromnental
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 W estClay. 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 1 Sl 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 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 126111
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, si Itation
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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 nm-off is created.
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