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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; Dobosiewiez, Jon C; Stahl,
Gayle H; Pohlman, Jesse M
Docket No. Assignment:(SP) Village of WestClay, See 5001 (#04030004 SP)
From:
Sent:
To:
Cc:
Pam,
Please print and fax this e-mail to the p-etitioner identified below and update the file. I have issued the necessary
Docket Number for (SP) Village of WestClay, See 5001. It will be the following:
Docket No. 04030004 SP
$750.00 + 100* 48 lots = 5,550.00
Total Fee:
$5,550.00
Docket No. 04030004 SP: Village of WestClay, See 5001 - Secondary Plat
The applicant seeks to plat 48 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 of the plat by the Director.
5. This Item will be reviewed adininistratively.
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 REPLA T
.Fec: $750.00 + $100 per Lot
Date: 03-01-04
Docket #:
The undersigned agrees that any cOl1struction, 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 5001
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres) 12.78
Number of Lots: 48
Length of miles of new streets to be dedicated to public use: OA9
Surveyor certifying plat:
James M. Mulryan
Surveyor's address and phone#: The Schneider Corp., Historic Fort Harrison, 8901 Otis
Ave . Indianapolis, IN, 46216 826-7100
(Printed) Keith Lash
Signature of Applicant:
TITLE: Brenwick Development Co., agent of Brenwick TND Communities, LLC
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STATE OF INDIANA
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County of \-\QIi'\', \-+0 n
Before me, the undersigned, a Notary Public for ~ County. State of Indiana, personally appeared
and acknowledge the execution of the foregoing instrument this J t.!:: Day of H o.rc...k 2004.
My Commission Expires:
Cu.o ber [p , )..00'1
BARB BOX
Hamilton COlJnty
My Commission Expires
OctDber 6, 2007
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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SUBDIVIDER AGREEMENT FORM
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Project:
Village of WestClay Section 5001
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The following agreement shall be included as a submittal with the final plot app~~cation
9.6
THE SUBDIVIDER
AGREEMENT
The developer shall be responsible for any drainage problems including standing water,
flooding and erosion cont:r;ol, 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
fe.a tures to the proper drainage of the subdi vi sion .
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. Theh 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 subdivisi.on 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 signa tory,
which shall be for the pUr'!Jose or the City of Carmel agree~ to accept for maintenance
and operation the improved road facility upon comp ~n of said improvements and
completion of annexation. ."
Keith Lash
Vice President- Operations
Brenwick Development Co.
agent of BrenwickTND Communities, LLC
WITNESS Brandon Burke, F.E.
Project Manager
The Schneider Corporation
March I, 2004
DATE
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RECFIVED _
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A part of the Southwest Quarter of Section 28, Township 18 North, RanQ _ /.<:)0/
East, Hamilton County, Indiana described as follows: ~y
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LAND DESCRIPTION
SECTION 5001
Commencing at the Northwest corner of said Southwest Quarter; thence North
89 degrees 14 minutes 59 seconds East along the north line of said Southwest
Quarter a distance of 698.44 feet to the Point of Beginning; thence continuing
North 89 degrees 14 minutes 59 seconds East along said north line a distance of
640.04 feet to the northwest corner of The Village of West Clay, Section 10005
as recorded in Instrument #9946966, Plat Cabinet 2, Slide 297 in the Office of
the Recorder in Hamilton County, Indiana the next 5 courses being along the
west line of said Section 10005; (1) thence South 00 degrees 08 minutes 09
seconds East a distance of 362.46 feet; (2) thence South 89 degrees 51 minutes
51 seconds West a distance of26.00 feet; (3) thence South 00 degrees 08
minutes 09 seconds East a distance of 50.00 feet; (4) thence North 89 degrees
51 minutes 51 seconds East a distance of 16.00 feet; (5) thence South 00
degrees 08 minutes 09 seconds East a distance of 334.00 feet; thence South 89
degrees 51 minutes 51 s.econds West a distance of 130.00 feet; thence North 00
degrees 08 minutes 09 seconds West a distance of 7.40 feet; thence South 89
degrees 51 minutes 51 seconds West a distance of 185.00 feet; thence South 44
degrees 51 minutes 51 seconds West a distance of 318.22 feet; thence North 45
degrees 08 minutes 09 seconds West a distance of 180.00 feet; thence South 44
degrees 51 minutes 51 seconds West a distance of 69.66 feetto a tangent curve
to the right having a radius of 75.00 feet the radius point of which bears North 45
degrees 08 minutes 09 seconds West; thence southwesterly and westerly along
said curve an arc distance of 58.90 feet to a point which bears South 00 degrees
08 minutes 09 seconds East from said radius point; the[lce South 89 degrees 51
minutes 51 seconds West a distance of 138.26 feet to a tangent curve to the right
having a radius of 25.00 feet the radius point of which bears North 00 degrees 08
minutes 09 seconds West; thence northwesterly and northerly along said curve
an arc distance of 39.27 feet to a point which bears South 89 degrees 51 minutes
51 seconds West from said radius point; thence North 00 degrees 08 minutes 09
seconds West a distance of 105.00 feet; thence North 89 degrees 51 minutes 51
seconds East a distance of 140.48 feet; thence North 44 degrees 51 minutes 51
seconds East a distance of 229.62 feet; thence North 00 degrees 08 minutes 09
seconds West a distance of 608.79 feet to the Point of Beginning, containing
12.78 acres, more or less.
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VILLAGE OF WEST CLA Y -5001
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. Connection onto the existing
main will be made at the following location:
. An 8" water main will be extended from it's current location at three points along the perimeter of the site
within existing sections 3004 and ro05 of the Village of West Clay as well as the existing main along the
south side of 13 I st street. The new 8" main will be stubbed at three dead end streets 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 (CTR WD), A
lift station is proposed along the Eastern boundary of the site which will pump eft1uent 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 Southem third of the project, and will pump North into the gravity system described
above. The station is temporaryirulature, and will be taken off line upon extension of the interceptor proposed to
the South and East shown in the CTR WD's master plan.
The second station is also temporary, and is located along the project's Westemmost boundary near] 26th 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 500 I will connect to an existing 8" main located 160' east of the intersection of Tradd Street and
Trowbridge High Street in the existing section ] 005.
Approvals lor the design and construction of the sanitary sewers must also be obtained, from CTR WD, it's
consultant and from the lndiana Department of Environmental Management.
3. Storm Sewer
The surface mnoff 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. lnaccordance with the requirements of the Hamilton County Surveyor's
requirements, the retention lakes wiJ] provide storm water management control in order to restrict the discharge
fates onto the site's various outfall points. The discharge points for the site are as follows:
. Elliot Creek; wh ich traverses the site along the N orthem third, then crosses 13] sl Street and leaves the site
just East of the existing 8.5 acre lake on the Perez parcel.
Iii 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
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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
Towne Road.
The connection point for the proposed section 500 I is to an existing 33" stonn sewer located along the South side of
13 1'1 Street East of Towne Road and along the western boundary of existing Section I DOS.
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 stoml 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-offwater shall be t:rapped by the use of such methods as debris basins, siltation sumps and silt
fences until the disturbed area is stabil ized. 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 perform ing 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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