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Griffin, Matt L
From:
Sent:
To:
Cc:
Griffin, Matt L
Tuesday, July 12, 20056:53 PM
Tingley, Connie S
Hollibaugh, Mike P; Keeling, Adrienne M; Kendall, Jeff A; Brewer, Scott I; Hancock, Ramona
B; Brennan, Kevin S; Conn, Angelina V; Morrissey, Phyllis G; Wold, Alexia K; Littlejohn, David
W; Anderson, Nathan K; 'Brandon Burke'
Docket Number Assignment: Goldwater Park - Village of West Clay (05070012 SP)
Subject:
I have issued the necessary Docket Number for (TAC) Khara Spa_ It is the following:
Docket No. 05070012 SP: Goldwater Park - Village of West Clay
SP Application Fee: $772.50
$103perlotx1, $103.00
Total Fee: $875.50
Docket No. 05070012 SP: Goldwater Park - Village of West Clay
The applicant seeks to plat 1 lot on 7.13 acres for the purpose of creating a multi amenity park
The site is located near the SW corner of W_ 131s1 Street and Towne Rd and is zoned PUD_
Filed by Brandon Burke of Schneider Engineering for DBA Beyond the Image, LLC.
Petitioner, please note the following:
1. This item will be on the July 20, 2005, agenda of the Technical Advisory Committee (TAC) agenda.
2. Mailed and published public notice does not need to OCCUL
3. Proof of Notice is not needed.
4. The Filing Fee must be paid on or before July 20, 2005. Failure to do such will result in this application being
tabled to the August 17,2005, TAC agenda.
5. This item will be reviewed administratively.
PETITIONER: refer to your instruction sheet for more detail.
Mr. Burke can be contacted at 317.826.7100 (fax: 317.826.7200).
Thanks_
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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APPLICA nON FOR SECONDARY PLAT OR REPLAT
Fee: $772.50 + $103 per Lot
Date: 7 -05-05
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 5-200, Carmel, IN 46032
Name of Subdivision: Village of West Clay Goldwater Park
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres) 7.13
Numbefof Lots: 0 Lots - 1 Park
Length of miles of new streets to be dedicated to public use: 0
Surveyor certifying plat:
Edward D. Giacoletti
Surveyor's address and phone#:
6
826-7100
Signature of Applicant:
inted) Kevin Krulik
TITLE:. Project Manager - Brenwick DevelopmentCo., agent of Brenwick TND Communities, LLC
*r***********.**********************************;*******************************************,**,*****'*****************************************
5TATEOF INDIANA
55
County of --=/1P rYL\ l-tan
Before me, the undersigned, a Notary Public for ~ County, State of Indiana, personally appeared Keu ~ Kru \ ~ k.
and acknowledge the execution of the foregoing instrument this ?!J< Day of :fu ! I./. 2005.
BARB BOX
t:~r~!.~~~. ;\ Hamilton County
'1"'~ .i/ My Commission Expires
~~...."., October 6,2007
5.1.10 Application for Secondary Plat Two (2) copies, or more if necessary, of the secondary p at an t e 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:
Nck-tr.J. & ( 2C07
Notary Public
Additional plans to be distributed to necessary authorities by applicant.
Fee: $
ReceiVed by:
N:\1238\042\docs\SECONDARY PLAT.doc
land Description
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A part of the SoLitheast Quarter of Section 29, Township 18, Range 3 East, in Clay Township,
Hamilton County, Indiana described as follows:
Commencing at the Northwest Corner of said Southeast Quarter; thence North 89 degrees 13
minutes 03 seconds East along the north line of said Southeast Quarter a distance of 1212.53
feet; thence South 00 degrees 00 minutes 53 seconds East a distance of 299.17 feet to the
Point of Beginning; thence North 89 degrees 59 minutes 07 seconds East a distance of 111.81
feet; thence South 45 degrees 00 minutes 00 seconds East a distance of 150.11 feet; thence
South 45 degrees 00 minutes 00 seconds West a distance of 59.00 feet; to a point on a tangent
curve having a radius of 75.00 feet, the radius point of which bears South 45 degrees 00
minutes 00 seconds East; thence southerly along said curve an arc distance of 117.81 feet to a
point which bears South 45 degrees 00 minutes 00 seconds Westfrom said radius point; thence
South 45 degrees 00 minutes 00 seconds East a distance of 389.53 feet; thence North 89
degrees 48 minutes. 01 seconds East a distance of 98.71 feet; thence South 00 degrees 00
minutes 00 seconds East a distance of 156.93 feet; thence North 90 degrees 00 minutes 00
seconds East a distance of 156.03 feet; thence South 00 degrees 11 minutes 59 seconds East
a distance of 103.43 feet; toa point on a tangentcurve having a radius of 25.00 feet, the radius
point of which bears South 89 degrees 48 minutes 01 seconds West; thence southwesterly
along said curve an arc distance of 39.27 feet to a point which bears South 00 degrees 11
minutes 59 seconds East from said radius point; thence South 89 degrees 48 minutes 01
seconds West a distance of 483.31 feet; to a point on a tangent curve having a radius of 75.00
feet, the radius point of which bears South 00 degrees 11 minutes 59 seconds East; thence
southwesterly along said curve 'an arc distance of 57.48 feet to a point which bears North 44
. degrees 06 minutes 47 seconds West from said radius point; thence South 89 degrees 13
minutes 03 seconds West a distance of 146.41 feet; thence North 00 degrees 00 minutes 53
seconds West a distance of 839.27 feet to the Point of Beginning, containing 7.13 acres, more
or less.
N:\ 1238\042\docs\landdesc1238042.doc
Jim Fisher 6/30/2005
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SUBDIVIDER AGREEMENT FORM
Project:
Village of WestClay Goldwater Park
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 l2-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 sh.all 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 a reein to accept for maintenance
and operation the improved road facili t completion of sa 0 mprovemen ts and
completion of annexation.
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WITNESS Brandon Burke, P. E.
Project Manager
The Schneider Corporation
Kevin Krulik
Project Manager- Operations
Brenwick Development Co.
agent of Brenwick TND Communities, LLC
July 51 2005
DATE
N:\1238\042\docs\subdivider.doc
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VILLAGE OF WEST CLAY -GOLDWATER PARK
Report on Water Distribution, Sanitary Sewer and Stonn Sewer System
1. Water Distribution
The potable water to the site will be provided by the City of Carmel Utilities. Connection onto the existing main will
be made at the following location:
. A 2" water service lateral will be extended to the clubhouse from an 8" watcnnain on the southside of
Manigault Street.
Approval for the extension of water mains will be required from the Indiana Departm~nt of Environmental
Management, and all mains will be designed and installed in accordance with the Indianapolis Water 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 servc 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 Goldwater Park will be serviced by a proposed 6" sanitary lateral connecting to sanitary manhole #114 at
the northwest comer of Manigualt Street and Pettigru Drive.
Approvals for the design and construction of the sanitary sewers must also bc 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 We siC lay. In accordance with the requirements of the Hamilton COWlty 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"t Street and leaves the site
just East of the existing 8.5 acre lake on the Perez parcel.
. Claridge Fanus 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 addtess.drainage problems evident at that location.
II 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
N: I 123 8\042 Idocs\sewreprt.doc
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Towne Road.
Goldwater Park drainage will consist of one detention pond and private stonn sewer located within the proposed
parking lot. Approval of the pond system is consistent with the overall master drainage report submitted to all
agencies during review and approval of Section 600 I. Storm sewers shall be reviewed by the City of Carmel
engineering and the Hamilton County Surveyor's Office.
It is the intent that all main storm sewer linesaIld all lines intercorrnecting 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 in."talled under the street curbs, in order to provide an
outlet point tohorne 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 shaH 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 rainfaH event by the Site
Contractor. Trapping devices shaH be replaced if detcrmined 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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