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APPLICATION FOR SECONDARY PLAT OR REPLAT ,,::',>', RECEIVED \:',\
Fee: $772.50 + $103 per Lot 1'_ _ .JUN 282005 J', I
Date: 6-27-05 Docket#: 0 SOlo oo5l-\ < DOCS /~=/
The un~ersigned agrees that any construction, recons~ructio~, e~larg~ment, relo~ation of alter~ti~~;st~uct~e'~
change In the use of land or structures requested by thiS application will comply with, and conform to';'-a!/lappll . 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 Communites, llC
Phone # (317) 574-3400
Address of Applicant: 12821 E. New Market Street S-200, Carmel, IN 46032
Name of Subdivision: Village of West Clay Section 9003
legal Description (To. be typewritten on separate sheet and attached).
Area (in acres) 13.09
Number of lots: 23
length of miles of new streets to be dedicated to public use: 0.42
Surveyor certifying plat:
Edward D. Giacoletti
Surveyor's address and phone#: The Schneider Corp., Historic Fort Harrison, 8901 Otis
Avenue, Indiana~lis, IN, 46216 826-7100
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Signature of Applicant: ~__ c . -;..,.--.. (Printed) Kevin Krulik
TITLE: Project Manager - Brenwick Development Co., agent of Brenwick TND Communities, llC
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STATE OF INDIANA
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County of ~
Before me, the undersigned, a Notary Public for Ha.mi l-hn coufltyL, State of India~ersonally appeared K~III't\ krIll ;-t;::
and acknowledge the execution of the foregoing instrument this 2 'C' Day of ,~_1J Y\ e 2005.
~ BARB BOX
Hamilton County
My Commission Expires: 6.u te I 200"( My Commission Expires
. October 6, 2007
5.1.10 Aoolication for Secondarv 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: $ ~Y..\1. ~O
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Received by:
N:\ 1238\9003\docs\SECONDARY PLA T.doc
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Village of WestClay
Section 9003
1238.9003
A part of the Northwest Quarter of Section 28, Township 18 North, Range 3 East of the Second
Principal Meridian, Clay Township, Hamilton County, Indiana described as follows:
Commencing at the Northwest Comer of said Northwest Quarter; thence North 89 degrees 15
minutes 26 seconds East along the North line of said Northwest Quarter a distance of 1337.61 feet to
the West line of the East half of said Northwest Quarter; thence South 00 degrees 00 minutes 08
seconds East along said West line a distance of 859.66 feet to the Point of Beginning; thence North
61 degrees 44 minutes 42 seconds East a distance of 268.28 feet; thence South 35 degrees 14
minutes 51 seconds East a distance of 262.58 feet to a non-tangent curve to the right having a radius
of 375.00 feet the radius point of which bears South 33 degrees 24 minutes 50 seconds East; thence
northeasterly along said curve an arc distance of 3.12 feet to a point which bears North 32 degrees
56 minutes 16 seconds West from said radius point; thence South 36 degrees 47 minutes 28 seconds
East a distance of 418.35 feet; thence South 44 degrees 45 minutes 16 seconds East a distance of
174.70 feet; thence South 41 degrees 24 minutes 03 seconds Westa distance of 212.53 feet; thence
South 48 degrees 35 minutes 57 seconds East a distance of 3.55 feet; thence South 50 degrees 35
minutes 10 seconds West a distance of 210.13 feet; thence South 48 degrees 04 minutes 17 seconds
West a distance of 241.78 feet to a non-tangent curve to the left having a radius of 525.00 feet the
radius point of which bears North 51 degrees 25 minutes 37 seconds East; thence southeasterly
along said curve an arc distance of 16.07 feet to a point which bears South 49 degrees 40 minutes 21
seconds West from said radius point; thence South 49 degrees 39 minutes 36 seconds West a
distance of 139.58 feet; thence South 47 degrees 02 minutes 08 seconds West a distance of 29.39
feet; thence North 34 degrees 58 minutes 08 seconds West a distance of 150.61 feet; thence South
89 degrees 59 minutes 52 seconds West a distance of 79.87 feet to the West line of the East Half of
said Northwest Quarter; thence North 00 degrees 00 minutes 08 seconds West along said West line
a distance of 1000.93 feet to the Point of Beginning, containing 13.087 acres, more or less.
N:\ 1238\9003\docs\land desc.doc
Created by: AJB 12/28/04
Job No: 1238.9003
Revised DCC: 6/3/05
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SUBDIVIDER AGREEMENT FORM
Project:
Village of WestClay Section 9003
9.6 THE SUBDIVIDER
The following agreement shall be included as a submittal with the final plot application
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
created, subsequent to the completion
grading by individual builders, or
accomplished by individual homeowners.
shall not, however, include problems which are
of the subdivision improvements by the improper
structures and improper grading installed or
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 Hamil ton 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
asphal t 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 upon completion of said improvements and
completion of annexation.
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WITNESS Brandon Burke, P. E .
Project Manager
The Schneider Corporation
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D . LOPER Kevin Krulik
Project Manager- Operations
Brenwick Development Co.
agent of Brenwick THO Communities, LLC
June 27, 2005
DATE
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1. Water Distribution
VILLAGE OF WEST CLAY -9003
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R ort on Water Distribution, Sani
Sewer and Storm Sewer S
The potable water to the site will be provided by the City of Carmel Utilities.
be made at the following location:
. An 8" water main will be extended from an existing 8" water main located on Birkenhead Street and Mercer
Street in Section 10012 and an existing 8" water main located on Birkenhead Street in Section 9002.
Approval for the extension of water mains will be required from the Indiana Department of Environmental
Management, and all mains will be designed and installed in accordance with the City of Carmel Utility's rules and
regulations.
2. Sanitary Sewer
Sanitary sewer efiluent for the site will be accepted by the Clay Township Regional Waste District (CTRWD). A lift
station is proposed along the Eastern boundary of the site which will pump efiluent 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 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.
Proposed Section 9003 will connect to an existing 8" main located within it's section as well as Section 10012.
Approvals for the design and construction of the sanitary sewers must also be obtained, from CTRWD, it's
consultant and 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 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 126th Street West of
Towne Road.
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The connection point for the proposed section 9003 is to an existing pond built with existing Section 10012.
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.
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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