HomeMy WebLinkAboutApplication
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Griffin, Matt L
Subject:
Griffin, Matt L
Friday, January 07, 2005 10: 18 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 9001 Secondary Plat (#05010010
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 9001 Secondary Plat is as follows:
Docket No. 05010010 SP
Application Fee:
$103 x 27 lots:
$772.50
$2,781.00
Total Fee:
-
$3,553.50
Docket No. 05010010 SP: Village of Westclay Section 9001 Secondary Plat
The petitioner seeks to construct 27 lots on 16.03 acres.
The site is located at east of Towne Road on W. 131 st 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.
Matthew Griffin, AICP
Planning Administrator
Department of Community Services
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Mr. Burke can be contacted at 317.569.8112 (Fax: 317.826.6410).
Thank you,
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
Cannel, IN 4SJ32
(317) 571.2417
Fax: (317) 571.2426
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Schneider
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Jon Dobosiewicz
Department of Community Services
One Civic Square
Carmel, IN 46032
January 10,2005
RE: VILLAGE OF WESTCLAY - SECTION 9001
Docket #0501001 O-SP
Dear Jon,
Please find enclosed a check in the amount of $3,553.50 for the Secondary plat filing fee for the Village of
West Clay Section 9001.
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
~I~---- ~~- --
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.schneidercorp.com
_ __ L
15499
crry OF CARMEL 0 January 10, 2005 Oeck No 15499
Document Document
No. Date Amount Discount Net Amount
DOCKET 050 01/10/05 3,553.50 0.00 3,553.50
,
Total
3,553.50
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APPLICATION FOR SECONDARY PLAT OR REPLAT
Fee: $750.00 + $100 per Lot
Date: 1-04-05
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, 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 9001
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres) 16.03
Number of Lots: 27
Length of miles of new streets to be dedicated to public use: 0.42
Surveyor certifying plat:
Bryan Catlin
Surveyor's address and phone#: The Schneider Corp., Historic Fort Harrison, 8901 Otis
Avenue, Indiana . IN 46216 826-7100
Signature of Applicant: (Printed) Kevin Krulik
TITLE: Project Manager - Brenwick Development Co., agent of Brenwick TND Communities, LLC
******************************************************************************************************************************************
STATE OF INDIANA
SS
County of ~ m t l~
Before me, the undersigned, a Notary Public for
and acknowledge the execution of the foregoing instrument this
BARB BOX
Hamilton CoUnty
~~ ~f My Commission Expires
....9/,....... 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.
My Commission Expires:
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Additional plans to be distributed to necessary authorities by applicant.
Fee: $
Received by:
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Section 9002
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 Point of Beginning, being the Northwest Comer of the East Half of said Northwest Quarter; thence
continuing North 89 degrees 15 minutes 26 seconds East along said North line a distance bf 693.79
feet; thence South 00 degrees 02 minutes 24 seconds East a distance of 660.00 feet; thence North
89 degrees 15 minutes 26 seconds East parallel with said North line a distance of 534.60 feet; thence
South 00 degrees 00 minutes 00 seconds West a distance of 419.87 feet to a non-tangent curve to
the left having a radius of 475.00 feet the radius point of which bears South 34 degrees 38 minutes
07 seconds East; thence southwesterly along said curve an arc distance of 226.22 feet to a point
which bears North 61 degrees 55 minutes 21 seconds West from said radius point; thencelSouth 28
degrees 04 minutes 39 seconds West a distance of 52.23 feet to a tangent curve to the right having a
radius of 25.00 feet the radius point of which bears North 61 degrees 55 minutes 21 seconds West;
thence southwesterly, westerly, and northwesterly along said curve an arc distance of 39.27 feet to a
point which bears South 28 degrees 04 minutes 39 seconds West from said radius point; thence
North 61 degrees 55 minutes 21 seconds West a distance of 12.36 feet to a tangent curve to the right
having a radius of 975.00 feet the radius point of which bears North 28 degrees 04 minutes 39
seconds East; thence northwesterly along said curve an arc distance of 141.85 feet to a point which
bears South 36 degrees 24 minutes 47 seconds West from said radius point; thence South 34
degrees 09 minutes 18 seconds West a distance of 190.87 feet; thence South 41 degrees 24 minutes
03 seconds West a distance of 42.18 feet; thence North 44 degrees 45 minutes 16 seconds West a
distance of 162.38 feet; thence North 36 degrees 47 minutes 28 seconds West a distance of 418.35
feet to a non-tangent curve to the left having a radius of 375.00 feet the radius point of which bears
South 32 degrees 56 minutes 16 seconds East; thence southwesterly along said curve an arc
distance of 10.01 feet to a point which bears North 34 degrees 28 minutes 04 seconds West from
said radius point; thence North 36 degrees 47 minutes 28 seconds West a distance of 264.24 feet;
thence South 61 degrees 44 minutes 42 seconds West a distance of 254.17 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 859.66 feet to the Point of Beginning, containing 22.78 acres, more or
less.
N:\1238\9002\docs\land desc.doc
Created by: AJB 12/28/04
Job No: 1238.9002
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SUBDIVIDER AGREEMENT FORM
Project:
Village of WestClay Section 9001
9.6 THE SUBDIVIDER
The following agreement shall be included as a submittal with the final
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 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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R - Kevin Krulik
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WITNESS
~-~~,
Project Manager- Operations
Brenwick Development Co.
agent of Brenwick TND Communities, LLC
Brandon Burke, P.E.
Project Manager
The Schneider Corporation
January 4, 2005
DATE
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Connection onto the existing main will
VILLAGE OF WEST CLAY -9001
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.
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.
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 effiuent 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 effiuent 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 servedby
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 9001 will connect to an existing 8" main located within the section that was constructed by Section
10012, at northeast comer of Frogmore Street and 131 st Street. Lots 165-183 will be directly served by existing 8"
sanitary main built with Section 10012. The 8" main will be branched off to service future sections of WestClay.
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 900 I is to an existing pond built with existing Section 10012 as well
as existing storm sewer in Sections 1006.
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 pro~de 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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