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Babbitt, Pamela A
From: Butler, Angelina V
Sent: Tuesday, July 06, 2004 1:01 PM
To: Babbitt, Pamela A
Cc: 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
Subject: Docket No. Assignment: (SP) Village of WestClay, Sec 9007 #04070007 SP)
Pam:
Please print d, fax,this e,- maito- the iden
itio ji below and update the file. I have issued the necessary Docket
Number for- {SP,)°Village�o'fAWestClay Sec It will be the following:
Docket No. 04070007 SP $750.00 100* 23 lots $3050
,-Total`Fee ',$3
Docket No. 04070007 SP Village of WestClay, Sec 9007 (Secondary Plat)
The applicant seeks to plat 23 residential lots on approximately 13.69 acres.
The site is located northeast of 131st St Towne Rd.
The site is zoned PUD/Planned Unit Development.
Filed by Brandon Burke of The Schneider Corp. for Brenwick TND Communities, LLC.
Petitioner, please note the following for the Secondary Plat Application:
1. This Item has been placed on the July 21 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.
Please contact Mr. Burke at 826 -7100 (Fax: 826 -7200) with this information. Once the file is updated please return it to
Jon's office.
1\ fa i
Thank you, 7'
Angie
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RECFI t /ED c
2CO
APPLICATION FOR SECONDARY PLAT OR REPLATS DOCS
Fee: $750.00 $100 per Lot
Date: 07 -02 -04 Docket d L, w
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 9007
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres) 13.69 Number of Lots: 23
Length of miles of new streets to be dedicated to public use: 0.33
Surveyor certifying plat: James M. Mulryan
Surveyor's address and phone The Schneider Corp., Historic Fort Harrison, 8901 Otis
Avenue, Indi <1..;•,_6216 826 -7100
Signature of Applicant: (Printed) Kevin Krulik
TITLE: Project Manager– Brenwick Development Co., agent of Brenwick TND Communities, LLC
STATE OF INDIANA
L` SS
County of 4ctrvs, \'fir
Before me, the undersigned, a Notary Public for (am; 1 County, State of Indiana personally appeared k lf i r1 KrU 1 r k
and acknowledge the execution of the foregoing instrument this 2 Day of t I
y .o4�.: BARB BOX
T. �NY Hamilton County
NoT
My Commission Expires
Notary Public t October6,2007
My Commission Expires:
A bez Le 2.00
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:
N: \1238 \9007 \docs \SECONDARY PLAT.doc
Land Description
Section 9007
Part of the Northeast Quarter of Section 28, Township 18 North, Range 3 East in
Hamilton County, Indiana, being described as follows:
Commencing at the Northwest corner of said Northeast Quarter; thence North 89
degrees 14 minutes 34 seconds East along the north line of said Northeast Quarter a
distance of 281.48 feet; thence South 00 degrees 03 minutes 50 seconds East a
distance of 330.00 feet; thence North 89 degrees 14 minutes 34 seconds East a
distance of 76.87 feet to the Point of Beginning; thence North 89 degrees 14 minutes
34 seconds East parallel with said north line a distance of 979.13 feet; thence South 00
degrees 03 minutes 50 seconds East a distance of 635.54 feet; thence North 86 degrees
49 minutes 34 seconds West a distance of 194.89 feet; thence North 86 degrees 14
minutes 08 seconds West a distance of 50.00 feet; thence North 86 degrees 04 minutes
42 seconds West a distance of 177.83 feet; thence North 82 degrees 41 minutes 06
seconds West a distance of 269.21 feet to a non tangent curve to the left having a radius
of 1225.00 feet the radius point of which bears North 87 degrees 57 minutes 53 seconds
West; thence northerly along said curve an arc distance of 22.68 feet to a point which
bears South 89 degrees 01 minutes 32 seconds East from said radius point; thence
North 87 degrees 40 minutes 48 seconds West a distance of 363.09 feet; thence North
03 degrees 33 minutes 11 seconds East a distance of 312.18 feet to a non tangent
curve to the left having a radius of 1025.00 feet the radius point of which bears North 10
degrees 16 minutes 34 seconds East; thence easterly along said curve an arc distance
of 16.73 feet to a point which bears South 09 degrees 20 minutes 27 seconds West from
said radius point; thence North 09 degrees 20 minutes 27 seconds East a distance of
218.89 feet to the Point of Beginning, containing 13.69 acres, more or less.
N: \1238 \9007 \docs \LandDesc Section 9007.doc
SUBDIVIDER AGREEMENT FORM c�G� eef II �CD
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Project: Village of WestClay Section 9007 o 4u174 DCS M4
9.6 THE SUBDIVIDER
The following agreement shall be included as a submittal with the final" app] i cation
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 shall not, however, include problems which are
created, subsequent to the completion of the subdivision improvements by the improper
grading by individual builders, or structures and improper grading installed or
accomplished by individual homeowners.
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
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 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.
n rulik
Project Manager- Operations
Brenwick Development Co.
agent of Brenwick TND Communities, LLC
WITNESS Brandon Burke, P.E.
Project Manager
The Schneider Corporation
July 2, 2004
DATE
N: \1238 \9007 \docs \subdivider.doc
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VILLAGE OF WEST CLAY -9007 RECEIVED
JUL 2 2004 o
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.mav -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 sections 9004 and 9006 B of the Village of West Clay as well as the existing main built as
offsite in 9006 B through Section 9007 to a point along the north side of 136" street. The new 8" main will
be stubbed to one dead end street within the project for future expansion. The majority of the site will
utilize the existing 8" main built with Section 9006 B.
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 Utilities 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 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 126 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 9004 will connect to an existing 8" main located northeast of the intersection of Dumbarton and
Fairmount Street in the existing section 9006 B.
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 WestClay. 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' 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 WestClay. 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.
N 1238 \9007\docs\sewreprt doc
III
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 126 Street West of
Towne Road.
The connection point for the proposed section 9006 B is to an existing 21" storm sewer located west of Dumbarton
Street.
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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