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Q
Babbitt, Pamela A
From:
Sent:
To:
Cc:
Griffin, Matt L
Wednesday, October 06,20042:06 PM
Babbitt, Pamela A
Morrissey, Phyllis G; pattyn, Dawn E; Tingley, Connie S; Hollibaugh, Mike P; Keeling,
Adrienne M; Kendall, Jeff A; Brewer, Scott I; Hancock, Ramona B; Dobosiewicz, Jon C;
Pohlman, Jesse M; Brennan, Kevin S; Mindham, Daren; Conn, Angelina V;
'bburke@schneidercorp.com'
REVISED Docket No. Assignment: (SP) Village of West Clay - Section 5002 (#04100003 SP)
Subject:
Pam,
I have e-mailed this to the petitioner identified be/ow. Please rint and update the file. I have issued the
necessary Docket Number fo I ' , 'iIi''''~' '" ,'0.:~, , , will be the following:
Docket No. 04100003 SP $750.00 + $100*32/ots =
$3,950.00
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Docket No. 04100003 SP: Village of Westclay, Section 5002 - Secondary Plat
The petitioner seeks to plat 48 residential lots on 12.1 acres+/-.
The site is located at the SE corner of 13151 and Towne Road.
The site is zoned PUD.
Filed by Brandon Burke of Schneider Corporation for Brenwick Development Co.
Petitioner, please note the following:
1. This item will be on the October 20, 2004, agenda of the Technical Advisory Committee.
2. Mailed and published public notice does not need to occur.
3. Proof of Notice is not needed.
4. The Filing Fee must be paid before signing of the plat by the Director.
5, This item will be reviewed administratively.
PETITIONER: refer to your instruction sheet for more detail.
Mr. Burke can be contacted at 317.569.8112 (Fax: 317.826.6410). Once the file is updated please return it to
Jon's office.
Thank you,
Matt
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/~;syilI3:T:'-"
/2:.:.';/ APPLICATION FOR SECONDARY PLAT OR REPLAT
/:"1 ~ ~ "'; Fee: $750.00 + $100 per Lot
Date: 10-05-04 (i'J{ ~ efo9l'V'rr . Docket#: ~
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The undersigned agree~\that any chnstruction, reconstruction, enlargement, relocation of alteration of structure, or any
change in the use of la'l1Q:O!:,structures re/quested by this application will comply with, and conform to, all applicable laws
of the State of Indiana, andJt1e'ZQning-Ofdinance of Carmel, Indiana - 1980, adopted under the authority of Acts of 1979,
. ~~"'/ l i'~'\! 1 \ .
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 5002
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres) 12.10
Number of Lots: 48
Length of miles of new streets to be dedicated to public use: 0.59
Surveyor certifying plat:
Bryan Catlin
Surveyor's address and phone#: The Schneider Corp., Historic Fort Harrison, 8901 Otis
Avenue, Indiana~216 826-7100
Signature of Applicant: ~_ ~ ~(PQnted) Kevin Krulik
TITLE: Project Manager - Brenwick Development Co., agent of Brenwick TND Communities, LLC
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STATE OF INDIANA
SS
County of ~
Before me, the undersigned, a Notary Public for ~ CounJ>i. State of IndianO' personally appeared ~
and acknowledge the execution of the foregoing instrument this 5 - Day of C. -\0 be ( 2004.
..........P~.~
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BARB BOX
HamUton County
My Commission Expires
OcIober6,2007
My Commission Expires: ~ber It I j(X)'?
5.1.10 Aoolication for Secondary Plat Two (2) copies, or more if necessary, of the second
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:
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LAND DESCRIPTION
SECTION 5002
A part of the Northwest Quarter of the Southwest Quarter of Section 28,
Township 18 North, Range 3 East, Hamilton County, Indiana described as
follows:
Beginning at the Northwest corner of said Southwest Quarter; thence North 89
degrees 14 minutes 59 seconds East along the north line of said Southwest
Quarter a distance of 698.44 feet; thence South 00 degrees 08 minutes 09
seconds East a distance of 608.79 feet; thence South 44 degrees 51 minutes 51
seconds West a distance of 229.62 feet; thence South 89 degrees 51 minutes 51
seconds West a distance of 140.48 feet to a point on the northern boundary of
Village of West Clay, Section 5003 as recorded in Instrument #200400050697,
Plat Cabinet 3, Slide 446 in the Office of the Recorder in Hamilton County,
Indiana; the next 4 courses being along the northern boundary of said Village Of
West Clay, Section 5003; (1) North 00 degrees 08 minutes 09 seconds West a
distance of 16.52 feet; (2) South 89 degrees 51 minutes 51 seconds West a
distance of 50.00 feet (3) South 00 degrees 08 minutes 09 seconds East a
distance of 31.99 feet; (4) South 89 degrees 51 minutes 51 seconds West a
distance of 344.68 feet to the west line of said Southwest Quarter; thence North
00 degrees 11 minutes 59 seconds West along said west line a distance of
779.15 feet to the Point of Beginning, containing 12.10 acres, more or less.
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VILLAGE OF WEST CLAY -5002
Report on Water Distribution, Sanitary Sewer and Storm Sewer System
1. Water Distribution
The potable water to the site will be provided by the City of Carmel Utilities. Connection onto the existing main will
be made at the following location:
. An 8" water main will be extended from it's current location at four points along the perimeter of the site
within existing sections 5001 and 5003 of the Village of West Clay.
.
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 Veolia Indianapolis Water rules
and regulations.
2. Sanitary Sewer
Sanitary sewer effluent 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 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 CTRWD's master plan.
The second station is also temporary, and is located along the project's Westemmost boundary near 126tb 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 5002 will connect to an existing 8" main located within the alley around the midpoint of Filson
street from existing Section 5003, also connecting to an 8" main located in the alley between Greencroft Street and
Trowbridge High Street.
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 131 st 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.
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. Brendle Legal Drain; which flows along the site's Western boundary, then crossed 126th Street West of
Towne Road.
The connection point for the proposed section 5002 is to an existing pond built with existing Section 5003 as well as
existing storm sewer in Sections 5003 and 5001.
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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SUBDIVIDER AGREEMENT FORM
Project:
Village of WestClay Section 5002
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 incl.uding 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 devel.oper
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, specificall.y, 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 I!{PRO~NTS: 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 devel.oper 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.
~ --------- ~
Df"VELOPER Kevin Krulik
Project Manager- Operations
Brenwick Development Co.
agent of Brenwick TND Communities, LLC
--
~ I:~ - ~------
WITNESS Brandon Burke, P. E .
Project Manager
The Schneider Corporation
October 5, 2004
DATE
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