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Babbitt, Pamela A
Subject:
Butler, Angelina V
Friday, March 05, 2004 10:30 AM
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; Stahl,
Gayle H; Pohlman, Jesse M
Docket No. Assignment:(SP) Village of WestClay, Sec V02-A (#04030007 SP)
From:
Sent:
To:
Cc:
Pam,
Please print and fax this e-mail to the petitioner identified below and update the file. I have issued the necessary
Docket Number for (SP) Village of West Clay, Sec V02-A. It will be the following:
Docket No. 04030007 SP $750.00 + 100* 8 lots = 1,550.00
Total Fee:
$1,550.00
Docket No. 04030007 SP: Village of West Clay, Sec V02-A - Secondary Plat
The applicant seeks to plat 8 residential lots.
The site is located at the southeast of West 131st Street & Towne Road
The site is zoned PUD-Planned Unit Development.
Filed by Brandon Burke of The Schneider Corp.
Petitioner, please note the following:
1. This Item has been placed on the March 17 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 ofthe plat by the Director.
5. This Item will be reviewed administratively.
PETITIONER: refer to your instruction sheet for more detail.
Please contact Mr. Burke at 569-8112 (Fax: 826-6410) with this information. Once the file is updated please
return it to Jon's office.
Thank you,
Angie
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APPLICATION FOR SECONDARY PLAT OR REPLAT
Fee: $750.00 + $100.00 per Lot ~
Date: 03-01-04 Docket #: '.t.
The undersigned agrees that any construction, reconstruction, enlargement, relocation of altera I Or ucture, 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 V02-A
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres) 5.54
Number of Lots: 8
Length of miles of new streets to be dedicated to public use: 0.25
Surveyor certifying plat:
James M. Mulryan
Surveyor's address and phone#: The Schneider Corp., Historic Fort Harrison, 8901 Otis
Ave , Indianapolis, IN 46216 317-826-7100
(Printed) Keith Lash
Signature of Applicant:
TITLE: renwick Development Co., agent of Brenwick TND Communities, LLC
*************************** *************************************************************************************************************
STATE OF INDIANA
SS
County of J4am'l \-+0 ""
Before me, the undersigned, a Notary Public for ~ CounJY, State of Indianr'Jpersonally appeared
and acknowledge the execution of the foregoing instrument this \ 1"_ Day of /"1arc.'" 2004.
My Commission Expires: ~ e r L, I :1 00/
...-. .....,
BARB BOX
Hamilton County
My Commission Expires
October 6, 2007
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5.1.10 Application for Secondary 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: $
Received by:
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DOCS
SUBDIVIDER AGREEMENT FORM
Project:
Village of WestC1ay Section V02-A
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 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
aspha1 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 comp1et' n of said improvements and
completion of annexation.
~
Keith Lash
Vice president- Operations
Brenwick Development Co.
agent of Brenwick TND Communities, LLC
WITNESS Brandon Burke, P. E .
Project Manager
The Schneider Corporation
March 1, 2004
DATE
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VILLAGE OF WEST CLAY -V02-A
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Report on Water Distribution, Sanitary Sewer and Storm Sewer System
1. Water Distribution
The potable water to the site will be provided by the Indianapolis Water Company.
main will be made at the following location:
. An 8" water main will be extended from it's current location at two points along the perimeter of the site
within existing section 3004 of the Village of West Clay. The new 8" main will be stubbed at one dead end
street within the project for future expansion.
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 Company 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 Hoov~r 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 V002 will connect to an existing 8" main located at the intersection of Hourglass Drive and
Bonaventure A venue in the existing section 3004.
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.
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. 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.
The connection point for the proposed section V002 is to an existing pond in Section 1201.
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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LAND DESCRIPTION:
WESTCLA Y SECTION V02-A
A part of the Southwest and Southeast Quarters of Section 28, Township 18 North, Range 3 Eas~ f 01
Second Principal Meridian, Clay Township, Hamilton County, Indiana, more particularly described as
follows:
Commencing at the Southeast comer of said Southwest Quarter; thence North 00 degrees 01 minutes 09
second East (assumed bearing) along the east line thereof a distance of 809.51 feet to the Point of
Beginning; thence South 85 degrees 28 minutes 58 seconds West a distance of 48.55 feet; thence South 16
degrees 56 minutes 56 seconds East a distance of 4.98 feet; thence South 73 degrees 03 minutes 04 seconds
West a distance of 50.00 feet to a point of the extension of the easterly boundary of the Village of
WestC1ay Section 3004, Village Center, Part 1, the Secondary Plat of which is recorded as Instrument
Number 19990996589, Plat Cabinet 2 Slide 345, in the Office of the Recorder of Hamilton County,
Indiana; (the following seven courses are along the boundary of said Section 3004) (1) thence North 16
degrees 56 minutes 56 seconds West a distance of 193.06 feet; (2) thence North 73 degrees 03 minutes 04
seconds East a distance of 50.00 feet; (3) thence South 16 degrees 56 minutes 56 seconds East a distance of
136.88 feet; (4) thence North 85 degrees 28 minutes 58 seconds East a distance of 177.72 feet to a curve to
the left having a radius of 675.00 feet, the radius point of which bears North 04 degrees 31 minutes 02
seconds West; (5) thence northeasterly along said curve an arc distance of 532.50 feet to a point which
bears South 49 degrees 43 minutes 02 seconds East from said radius point; (6) thence North 40 degrees 16
minutes 58 seconds East a distance of223.56 feet to a curve to the right having a radius of225.00 feet, the
radius point of which bears South 49 <iegrees 43 minutes 02 seconds East; (7) thence northeasterly along
said curve an arc distance of 162.92 feet to a point on the westerly boundary of the Village of West Clay
Section 12001, the Secondary Plat of which is recorded as Instrument Number 199909971385, Plat Cabinet
2 Slide 369, in the Office of the Recorder of Hamilton County, Indiana, said point bears North 08 degrees
13 minutes 46 seconds West from said radius point; (the following ten courses are along the boundary of
said Section 12001) (1) thence South 08 degrees 13 minutes 46 seconds East a distance of50.00 feet; (2)
thence North 81 degrees 46 minutes 14 seconds East a distance of 16.46 feet to a curve to the right having a
radius of25.00 feet, the radius point of which bears South 08 degrees 13 minutes 46 seconds East; (3)
thence souteasterly along said curve an arc distance of 39.27 feet to a point which bears North 81 degrees
46 minutes 14 seconds East from said radius point; (4) thence South 08 degrees 13 minutes 46 seconds
East a distance of63.29 feet to a curve to the left having a radius of625.00 feet, the radius point of which
bears North 81 degrees 46 minutes 14 seconds East; (5) thence southeasterly along said curve an arc
distance of97.62 feet to a point which bears South 72 degrees 49 minutes 15 seconds West from said
radius point;(6)thence South 72 degrees 49 minutes 15 seconds West a distance of 130.39 feet; (7) thence
South 19 degrees 00 minutes 27 seconds West a distance of 123.42 feet; (8) thence South 44 degrees 23
minutes 21 seconds West a distance 0009.94 feet; (9) thence South 71 degrees 15 minutes 40 seconds
West a distance of 110.87 feet; (10) thence South 74 degrees 05 minutes 55 seconds West a distance of
304.17 feet; thence North 14 degrees 07 minutes 56 seconds West a distance of 193.31 feet; thence South
85 degrees 28 minutes 58 seconds West a distance of 115.93 feet to the Point of Beginning. Containing
5.541 acres, more or less.
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