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Griffin, Matt L
Subject:
Griffin, Matt L
Thursday, February 03, 2005 1 :41 PM
Babbitt, Pamela A
pattyn, Dawn E; Tingley, Connie S; Hollibaugh, Mike P; Keeling, Adrienne M; Kendall, Jeff A;
Brewer, Scott I; Hancock, Ramona B; Dobosiewicz, Jon C; Brennan, Kevin S; Mindham,
Daren; Conn, Angelina V; Morrissey, Phyllis G
Docket No. Assignment:(SP) Village of West Clay Section 10004-B (#05020007 SP)
From:
Sent:
To:
Cc:
Pam,
I have forwarded this to the petitioner identified below and updated the file.
The Docket Number for (SP) Village of West Clay Section 10004-8 Secondary Plat is as follows:
Total Fee:
$772.50
$2,060.00
$2,832.50
Docket No. 05020007 SP
Application Fee:
$103 x 20 lots:
Docket No. 05020007 SP: Village of West Clay Section 10004-8 Secondary Plat
The petitioner seeks to construct 20 lots on 8.917 acres.
The site is located on Towne Road north of Shaftesbury Road and is zoned PUD.
Filed by Kevin Krulik forBrenwick Development Co.
Petitioner, please note the following:
1. This item will be on the February 16, 2005, agenda of the Technical Advisory Committee (TAC).
Packets to all TAC members should be delivered by February 1,2005.
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 on or before February 16,2005. Failure to do so will result in this
application being tabled to the March 16, 2005, Technical Advisory Committee Meeting.
5. This item will be reviewed administratively.
PETITIONER: refer to your instruction sheet for more detail.
Mr. Krulik can be contacted at 317.574.3400 (Fax: 317.574.3919).
Thank you,
Matthew Griffin, AICP
Planning Administrator
Department of Community Services
City of Carmel
One Civic Square
Carmel, IN 46032
P 317.571.2417
f 317 .571.2426
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CITY OF CARMEL
Department of Community Services
One Civic Square
Carmel, IN 4Ei032
(317) 571-2417
Fax: (317) 571-2426
Faxc
Phone:
From: M, 6 {21 P P (~
Pages: 2-
Date: 2/g /::2000
To: ~, ~V-L/li ~
Fax: f574-' ~1C)
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February 8, 2005
Jon Dobosiewicz
Department of Community Services
One Civic Square
Carmel, IN 46032
RE: VILLAGE OF WESTCLAY - SECTION 10004-8
Docket #05020007-SP
Dear Jon,
Please find enclosed a check in the amount of $2,832.50 for the Secondary plat filing fee for the Village of
West Clay Section 10004-B.
If you should have any questions, or are in need of additional information, please feel free to contact me at
your convenience.
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Sincerely,
THE SCHNEIDER CORPORATION
Brandon Burke, P.E.
Project Manager
Enclosure
N :\1238\1 004\docs\Sec B\Dobosiewicz02-08-05,doc
THE SCHNEIDER CORPORATION
Historic Fort Harrison 8901 Otis Avenue Indianapolis. Indiana 46216-1037 317-826-7100 Toll free 800-898-0332 Fax 317-826-7200
www.schneidercorp.com
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CITY OF CARMEL 0 February 2, 2005 Ok No 15560
Document Document
No. Date Amount Discount Net Amount
WC10004-B 02/02/05 2,832.50 0.00 2,832.50
Total
2,832.50
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RECE~LICkTlON FOR SECONDARY PLAT OR REPLAT
~~l) \-:::;) Fee: $772.50 + $103 per Lot
Date: 2-01-05 ~ ,mll~~ \/,'- Docket#: C>502..0001 <5P
The undersigned a~ . that any coost lion, reconstruction, enlargement, relocation of alteration of structure, or any
change in the use of w~~t, ~sv' quested by this application ~i11 comply with, and conform to, all applicable laws
of the State of Indiana, an . - g 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 10004-B
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres) 8.917
Number of Lots: 20
Length of miles of new streets to be dedicated to public use: 0.27
Surveyor certifying plat:
Edward D. Giacoletti
Surveyor's address and phone#: The Schneider Corp., Historic Fort Harrison, 8901 Otis
Ave .. 6 826-7100
inted) Kevin Krulik
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Signature of Applicant:
TITLE: Project Manager - Brenwick Development Co., agent of Brenwick TND Communities, LLC
******************************************************************************************************************************************
STATE OF INDIANA
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County of _t!0-Yl111-\nv\
Before me, the undersigned, a Notary Public for ~ Countr, State of India~, personally appeared
and acknowledge the execution ofthe foregoing instrument this l ~_ Day of /-( brlA.Clflj_ 2005.
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Notary Public ......);.~..
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BARB BOX
Hamilton County
My Commission Expires
5.1.10 Aoolication for Secondarv Plat Two (2) copies, or more if necessary, of the second a
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
Village of West Clay, Section 10004-B
Part of the northwest quarter of Section 33, Township 18 North, Range 3 East ofthe
Second Principal Meridian in Clay Township, Hamilton County, Indiana, more
particularly described as follows:
Commencing at the southwest comer of said northwest quarter section; thence North 00
degrees 27 minutes 12 seconds West (assumed bearing) along the west line thereof
797.29 feet to the Point of Beginning; thence continuing North 00 degrees 27 minutes 13
seconds West along said west line 484.26 feet to the south line of a 24.00 acre parcel of
land described in Instrument number 9609653474 in the Office ofthe Recorder of
Hamilton County, Indiana; thence North 89 aegrees 21 minutes 25 seconds East along
said south line 680.32 feet; thence South 00 degrees 27 minutes 12 seconds East 236.85
feet to a curve to the right having a radius of 175.00 feet, the radius point of which bears
North 39 degrees 51 minutes 23 seconds East: thence southeasterly along said curve an
arc distance of 112.35 feet to a point which bears South 03 degrees 04 minutes 26
seconds West from said radius point; thence South 86 degrees 55 minutes 34 seconds
East 115.18 feet to a curve to the right having a radius of 225.00 feet, the radius point of
which bears South 03 degrees 04 minutes 26 seconds West; thence southeasterly along
said curve an arc distance of75.22 feet to a point which bears North 22 degrees 13
minutes 40 seconds East from said radius point; thence South 22 degrees 13 minutes 40
seconds West 50.00 feet to a curve to the right having a radius of25.00 feet, the radius
point of which bears South 22 degrees 13 minutes 40 seconds West; thence southeasterly
along said curve an arc distance of36.62 feet to a point which bears South 73 degrees 51
minutes 22 seconds East from said radius point; thence South 16 degrees 08 minutes 38
seconds West 130.87 feet; thence North 73 degrees 51 minutes 22 seconds West 60.83
feet; thence South 89 degrees 32 minutes 48 seconds West 870.00 feet to the Point of
Beginning, containing 8.917 acres, more or less.
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1.
VILLAGE OF WEST CLAY -l0004-B
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The p """0 Ie wat~~ the sIte Will be_p'roVlded by the Veoha Water IndIanpohs, LLC. Connection onto the existing
main 'IPbe made a~llo~l"cation:
. ? ~'! water main wilti,~xtended from an existing 8" water main located on the Blisland Street and
SL_. ~;o~'.\ V. 10004 A
lli1.'WY~~'m~ectlon - .
Sewer and Storm Sewer Stem
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 Indianapolis Water 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 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.
The second station is also temporary, and is located along the project's Westernmost boundary near 126111 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 10004-B will connect to an existing 8" main located within the section that was constructed by
Section 10004-A, at Blisland Street and Shaftesbury Road.
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 ofWestClay. 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.
. Brendle Legal Drain; which flows along the site's Western boundary, then crossed 126111 Street West of
N :\1238\1 004\docs\Sec B\sewreprt.doc
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Towne Road.
The connection point for the proposed section l0004-B is to an existing pond built with existing Section l0004-A as
well as existing storm sewer in Sections l0004-A.
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
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Project:
Village of WestClay Section 10004-B
9.6 THE SUBDIVIDER
The following agreement shall be included as a submittal with the
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 devel.oper 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
comp1etion of annexation.
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WITNESS
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Project Manager- Operations
Brenwick Development Co.
agent of Brenwick THO Communities, LLC
Brandon Burke, P.E.
Project Manager
The Schneider Corporation
February 1, 2005
DATE
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