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Griffin, Matt L
Subject:
Griffin, Matt L
Friday, January 07,200510:40 AM
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 Westclay Section 9002 Secondary Plat (#05010011
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 Westclay Section 9002 Secondary Plat is as follows:
Docket No. 05010011 SP
Total Fee:
$772.50
$2,884.00
$3,656.50
Application Fee:
$103 x 28 lots:
Docket No. 05010011 SP: Village of Westclay Section 9002 Secondary Plat
The petitioner seeks to construct 28 lots on 22.78 acres.
The site is located at east of Towne Road on W. 136th Street.
The site is zoned PUD.
Filed by Brandon Burke of Schneider for Brenwick TND Communities LLC.
Petitioner, please note the following:
1. This item will be on the January 19, 2005, 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 on or before January 19, 2005. Failure to do so will result in this
application being tabled to the February 16, 2005, Technical Advisory Committee Meeting.
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).
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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Date: 1-04-05 Docket #: ~71tr \\J\)
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
9f 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.
APPLICATION FOR SECONDARY PLAT OR REPLAT
Fee: $750.00 + $100 per Lot
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 9002
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres) 22.78
Number of Lots: 28
Length of miles of new streets to be dedicated to public use: 0.36
Surveyor certifying plat:
Bryan Catlin
Surveyor's address and phone#: The Schneider Corp., Historic Fort Harrison, 8901 Otis
Av . . IN, 46216 826-7100
- Brenwick Development Co., agent of Brenwick TND Communities, LLC
Signature of Applicant. (Printed) Kevin Krulik
TITLE:
******************************************************************************************************************************************
STATE OF INDIANA
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County of \.-\Ca.Mi l-\tJY\
Before me, the undersigned. a Notary Public for ~ County, State of Indiana, personally appeared _k~ \ 1 i", I< rot: k.
and acknowledge the execution of the foregoing instrument this ~ Day of So. Y' u.n...( ':)- 2005.
BARB BOX
Hamilton Courity
My Commission Expires
October 6, 2007
5.1.10 Aoplication 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.
My Commission Expires:
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Additional plans to be distributed to necessary authorities by applicant.
Fee: $
Received by:
N:\1238\9002\docs\SECONDARY PLA T.doc
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Section 9001
A part of the Northwest Quarter of Section 28 and the Northeast Quarter of Section 28, Township 18
North, Range 3 East of the Second Principal Meridian, Clay Township, Hamilton County, Indiana
described as follows:
Beginning at the Southeast Corner of said Northwest Quarter; thence South 89 degrees 14 minutes
59 seconds West along the South line of said Northwest Quarter a distance of 932.22 feet; thence
North 00 degrees 08 minutes 09 seconds West a distance of 158.65 feet; thence North 21 degrees
28 minutes 58 seconds East a distance of 182.25 feet; thence North 36 degrees 40 minutes 21
seconds East a distance of 186.86 feet; thence North 48 degrees 59 minutes 58 seconds East a
distance of 493.30 feet; thence North 44 degrees 52 minutes 51 seconds West a distance of 42.86
feet; thence North 45 degrees 07 minutes 09 seconds East a distance of 150.00 feet; thence South
44 degrees 52 minutes 51 seconds East a distance of 308.66 feet; thence North 89 degrees 10
minutes 03 seconds East a distance of 115.63 feet; thence South 00 degrees 49 minutes 57 seconds
East a distance of 310.80 feet; thence South 73 degrees 29 minutes 19 seconds East a distance of
139.54 feet; thence North 89 degrees 15 minutes 15 seconds East a distance of 50.00 feet; thence
South 01 degrees 00 minutes 58 seconds East a distance of 356.10 feet to the South line of said
Northeast Quarter; thence South 89 degrees 15 minutes 12 seconds West along said South line a
distance of 222.21 feet to the Point of Beginning, containing 16.03 acres, more or less.
N:\1238\9001 \docs\1and desc.doc
Created by: AJB on 12/28/04
Job No: 1238.9001
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Project:
Village of WestClay Section 9002
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SUBDIVIDER AGREEMENT FORM
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 l}[PRO~TS: 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
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
~~~2
EVE PER Kevin Krulik
Project Manager- Operations
Brenwick Development Co.
agent of Brenwick TND Communities, LLC
January 4, 2005
DATE
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VILLAGE OF WEST CLAY -9002
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R ort on Water Distribution, Sani
1. Water Distribution
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 the Mercer Street in Section
10012 and an existing 20" water main along 136th Street.
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 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 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 9002 will connect to an existing 8" main located within the section that was constructed by Section
10012, along Abercorn Street and Fairmount 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.
. Brendle Legal Drain; which flows along the site's Western boundary, then crossed 126th Street West of
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Towne Road.
The connection point for the proposed section 9002 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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RE: VILLAGE OF WESTCLAY - SECTION 9002
Docket #05010011-SP
January 10,2005
Jon Dobosiewicz
Department of Community Services
One Civic Square
Carmel, IN 46032
Dear Jon,
Please find enclosed a check in the amount of $3,656.50 for the Secondary plat filing fee for the Village of
West Clay Section 9002.
If you should have any questions, or are in need of additional information, please feel free to contact me at
your convenience.
Sincerely,
THE SCHNEIDER CORPORATION
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Brandon Burke, P.E.
Project Manager
Enclosure
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THE SCHNEIDER CORPORATION
12821 E. New Market Street Suite 100 Carmel. Indiana 46032 317-569-8112 Fax 317-826-6410
www.schneidereorp.eom
't 15500
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CiTY OF CARMEL 0 January 10, 2005 OeCk No 15500
Document Document
No. Date Amount Discount Net Amount
DOCKET 050 01/10/05 3,656.50 0.00 3,656.50
Total
3,656.50