HomeMy WebLinkAboutApplication APPLICATION FOR SECONDARY PLAT OR REPLAT
Fee: $500.00
DATE: DocKET #
The undersigned agrees that any construction, recsnsU'ucdon, enlargement, r'elocadon or alterat/on of sU'uctore, or soy change
in t~o use Of land or structures requesmd by th~s application will comply with. and conform to. ali applicable laws o¢ the State of Indiana, and
the Zoning Ordinance of Carmel. Indiana - 1980, adopted under the a uthor/[7 of Acts of 1979. Public Law 178. Sec. 1, et, seq, General
Assemblyof the State of Indiana. and all Acrs amendatery thereto.
N~meofApplicant: g'r~,n~.,~' 'rwr~ r ...... -i~-.~,~.:.l,~.L_.i2' Phone# 574--3400
12722 Hamilton Crossing Blvd., Carmel~ IN 46032
Address of Applicant:
Name of Ownem
Name of Subdivision:
Dr. Donald Perez
Village of WestClay, Section 10009
Legal Oescrlpdon (To be typewritten on separate sheet and attached).
Area(inacresl:~Z.3~5~O_ NumberofLors: 8
Length in miles of new sU'eets to be dedicated to public use: 0.6 l+/-
Surveyor certifying plat~ Norman Hiselman
Su~eyodsaddressandpi'~rle# The Schneider Corporation, 12726 Hamilton Crossing Blvd.
f ~ Carmel, IN 46032 Ph: 574-3797
~A~ OF IND~NA
Befo~ me, ~e und.~i,ned..a No~ Public for~l ~n ~un~, S~ of.lnOiana,oe~onally appea~d ~6 P
anO acknowIeOge ~e execu~on of ~e fo~goino ink. merit ~is ~l~Oay o~ ~ , ~ ~ ~ . ~
~ ~mmission ~pims: ~' ~'~
5.1.10 Application lot Secondar~ Plat. Two (2] copies, or more il necessary, of the secondary plat and the constm~cbon plane,
together with suppor~ncj documents, shall be submitted to the 8uildincj Commissioner with this application and the application fee aa
indicated in Section 29.6 si the Zoning Ordinance.
Additional p~ans to be disLribuCed ~o necessary aud~ondes by applicanL
FEE: Received
s:\forms~secplat.app revised 01/07/97
Land Description
Village of Westclay - Section 9
A part of the Southeast Quarter of Section 28, Township 18 north, Range 3 East, Clay Township,
Hamilton County, Indiana, described as follows:
Commencing at the Northeast corner of the said Quarter Section; thence South 89 degrees 15 minutes
12 seconds West along the north line of said southeast quarter section a distance of 1425.48 feet to the
Point of Beginning; thence South 00 degrees 44 minutes 48 seconds East a distance 45.00 feet; thence
South 89 degrees 15 minutes 12 seconds West a distance of 200.00 feet; thence South 44 degrees 33
minutes 47 seconds West a distance of 59.85 feet; thence South 00 degrees 15 minutes 05 seconds West
a distance of 331.87 feet to a curve having a radius of 25.00 feet, the radius point which bears North 89
degrees 44 minutes 55 seconds East; thence southerly along said curve an am distance of 35.92 feet to a
point which beara South 07 degrees 55 minutes 52 seconds West from said radius point; thence South 82
degrees 04 minutes 08 seconds East a distance of 13.48 feet; thence South 07 degrees 55 minutes 52
seconds West a distance of 50.00 feet to a curve having a radius of 25.00 feet, the radius point which
beara South 07 degrees 55 minutes 52 seconds West; thence southerly along said curve an arc distance
of 42.62 feet to a point which beam North 89 degrees 44 minutes 55 seconds West from said radius point;
thence South 00 degrees 15 minutes 05 seconds West a distance of 81.01 feet to a curve having a radius
of 425.00 feet, the radius point which bears North 89 degrees 44 minutes 55 second West; thence
southerly along said curve an ara distance of 86.81 feet to a point which bears South 78 degrees 02
minutes 45 seconds East from said radius point; thence South 78 degrees 02 minutes 45 seconds East a
distance of 234.16 feet; thence South 72 degrees 28 minutes 36 seconds East a distance of 121.35 feet;
thence South 63 degrees 14 minutes 18 seconds East a distance of 47.38 feet; thence South 51 degrees
46 minutes 52 seconds East a distance of 45.36 feet; thence South 37 degrees 27 minutes 31 seconds
East a distance of 44.91 feet; thence South 73 degrees 35 minutes 39 seconds West a distance of 20.36
feet; thence South 33 degrees 48 minutes 13 seconds East a distance of 225.58 feet; thence South 51
degrees 37 minutes 51 seconds East a distance of 98.25 feet; thence North 87 degrees 55 minutes 57
seconds East a distance of 90.83 feet; thence South 83 degrees 39 minutes 56 seconds East a distance
85.37 feet; thence South 45 degrees 51 minutes 53 seconds East a distance of 168.42 feet; thence North
45 degrees 26 minutes 56 seconds East a distance of 418.10 feet; thence North 75 degrees 57 minutes
37 seconds East a distance of 145.03 feet; thence South 36 degrees 05 minutes 21 seconds East a
distance of 92.04 feet; thence South 16 degrees 38 minutes 28 seconds East a distance of 155.58 feet;
thence South 06 degrees 35 minutes 17 seconds West a distance of 80.44 feet; thence South 46 degrees
37 minutes 10 seconds West a distance of 52.61 feet; thence North 89 degrees 23 minutes 24 seconds
East a distance of 22.22 feet; thence South 57 degrees 32 minutes 42 seconds West a distance of 117.40
feet; thence South 87 degrees 59 minutes 00 seconds West a distance of 113.97 feet; thence South 76
degrees 37 minutes 49 seconds West a distance of 65.20 feet; thence South 57 degrees 12 minutes 48
seconds West a distance of 63.49 feet; thence South 18 degrees 36 minutes 11 seconds East a distance
of 150.00 feet; thence South 66 degrees 04 minutes 45 seconds West a distance of 92.64 feet to a curve
having a radius of 425.00 feet, the radius point which bears North 23 degrees 55 minutes 15 seconds
West; thence westerly along said curve an am distance of 422.30 feet to a point which bears South 33
degrees 00 minutes 41 seconds West Eom said radius point; thence North 56 degrees 59 minutes 19
seconds West a distance of 278.42 feet to a curve having a radius of 625.00 feet, the radius point which
bears South 33 degrees 00 minutes 41 seconds West; thence westerly along said curve an arc distance
of 449.87 feet to a point which beara North 08 degrees 13 minutes 46 seconds West from said radius
point; thence South 81 degrees 46 minutes 14 seconds West a distance of 32.58 feet to a curve having a
radius of 25.00 feet, the radius point which bears North 08 degrees 13 minutes 46 seconds East; thence
northwesterly along said curve an ara distance of 39.27 feet to a point which beam South 81 degrees 46
minutes 14 seconds West from said radius point; thence South 81 degrees 46 minutes 14 seconds West
a distance of 50.00 feet; thence North 08 degrees 13 minutes 46 seconds West a distance of 133.60 feet
to a curve having a radius of 275.00 feet, the radius point which bears South 81 degrees 46 minutes 14
seconds West; thence southerly along said curve an arc distance of 93.14 feet to a point on a curve
having a radius of 25.00 feet, the radius point which bears South 62 degrees 21 minutes 56 seconds
West; thence northwesterly along said curve an arc distance of 29.12 feet to a point on a reverse curve
having a radius of 90.00 feet, the radius point which bears North 04 degrees 22 minutes 12 seconds
West; thence westerly along said curve an arc distance of 38.84 feet to a point on a reverse curve having
a radius of 20.00 feet, the radius point which bears South 20 degrees 21 minutes 18 seconds West;
thence westerly along said curve an arc distance of 23.05 feet to a point on a reverse curve having a
radius of 2025.00 feet, the radius point which bears North 45 degrees 40 minutes 34 seconds West;
thence southerly along said curve an arc distance of 120.85 feet to a point which bears South 42 degrees
15 minutes 45 seconds East frsom said radius point; thence North 42 degrees 15 minutes 45 seconds
West a distance of 50.00 feet to a curve having a rsadius of 1975.00 feet, the radius point which bears
North 42 degrees 15 minutes 45 seconds West; thence northerly along said curve an arc distance of 5.02
feet to a point on a curve having a radius of 215,00 feet, the radius point which bears North 51 degrees 56
minutes 53 seconds East; thence northerly along said curve an arc distance of 284.69 feet to a point to a
curve having a radius of 300.00 feet, the radius point which bears South 45 degrees 01 minutes 56
seconds West; thence westerly along said curve an arc distance of 507,88 feet to a point which bears
North 51 degrees 57 minutes 55 seconds West from said radius point; thence South 38 degrees 02
minutes 05 seconds West a distance of 26.52 feet; thence South 51 degrees 58 minutes 07 seconds East
a distance of 4.70 feet; thence South 38 degrees 01 minutes 53 seconds West a distance of 50.00 feet;
thence North 51 degrees 58 minutes 07 seconds West a distance of 5.35 feet; thence South 40 degrees
34 minutes 06 seconds West a distance of 17.47 feet; thence North 48 degrees 56 minutes 35 seconds
West a distance of 50.00 feet; thence North 40 degrees 37 minutes 16 seconds East a distance of 14.83
feet; thence North 51 degrees 58 minutes 07 seconds West a distance of 114.44 feet; thence North 38
degrees 01 minutes 53 seconds East a distance of 50.00 feet; thence South 51 degrees 58 minutes 07
seconds East a distance of 19.00 feet; thence North 38 degrees 02 minutes 05 seconds East a distance
of 67.37 feet to a curve having a radius of 50.00 feet, the radius point which bears South 51 degrees 57
minutes 55 seconds East; thence northerly along said curve an arc distance of 51.40 feet to a point which
bears North 06 degrees 56 minutes 24 seconds East from said radius point; thence North 00 degrees 31
minutes 29 seconds West a distance of 169.39 feet; thence North 89 degrees 29 minutes 11 seconds
East a distance of 452.33 feet; thence South 82 degrees 28 minutes 52 seconds East a distance of 69.91
feet; thence South 45 degrees 30 minutes 09 seconds East a distance of 75.87 feet; thence South 83
degrees 00 minutes 49 seconds East a distance of 230,44 feet to a point on a curve having a radius of
375.00 feet, the radius point which bears North 89 degrees 34 minutes 05 seconds West; thence northerly
along said curve an arc distance of 1.18 feet to a point which bears South 89 degrees 44 minutes 55
seconds East from said radius point; thence North 00 degrees 15 minutes 05 seconds East a distance of
512.91 feet; thence North 45 degrees 26 minutes 13 seconds West a distance of 59.21 feet; thence South
89 degrees 15 minutes 12 seconds West a distance of 310.14 feet; thence North 00 degrees 15 minutes
45 seconds East a distance of 45.01 feet to the North line of the Southeast Quarter of said Section 28;
thence North 89 degrees 15 minutes 12 seconds East along said north line a distance of 643.55 feet to
the Point of Beginning. Containing 23.629 acres, more or less.
Village of WestClay, Section 10009
The developer shall be responsible for any drainage problems in¢lud-
i~g 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 attribdtable to a
deficiency in subdivision drainage design or construction of drain-
age improvements. This shall include ali pipes, structures, swales,
ditches and ponds which are pertinent features to the proper drain-
ags of the subdivision.
This responsibility of the developer shall not, however, include
problems which are crea~ed, subsequent to the completion of the
subdivision improvements by the improper grading by individual
builders, or structures and improper grading installed or accom-
plished b~'individual homeowners.
It is the intent of this requirements, 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 wats{ 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 for existing contiguous
Hamilton County Roads which are substandard, with Hamilton County
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 gut out ~ inches
and put in 3.inch binder asphalt after which the developer will be
responsible for I 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 ars 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.
Brenwick TND Communities L.L.C.
WITNESS
Dave Sexton, p.E.
The Schneider~Corp.
Director - Residential Dev.
DATE August 21, 1998
' VILLAGE OF WEST'CLAY
Report on Water Distribution, Sanitary SeWer and Strom Sewer System
1. Water Distribution
The potable water to the site will be provided by the Indianapolis Water Company (IWC).
Connections onto the existing mains will be made at the following location:
A i6" main will be extended from it's current location at the intersection of Ditch Road
and 1315t Street. The new 16" main will run along our site's frontage on 131st Street, and
will be stubbed at our Westernmost boundary for future extension by others.
A second 16" main will be tapped and extended from the West, from it's terminus within
the Laurel Lakes Subdivision on 126t~ Street.
A 12" main will be tapped and extended the Irsay Horse Arena on 136t~ Street.
Another 12" main will be tapped within the existing Claridge Farm Subdivision, and a
12" main will be extended through our site.
An 8" main will be tapped at the Laurel Lakes Subdivision entrance on Towne Road.
Preliminary hydraulic computations have been completed by IWC, and working in conjunction
with our estimated development of each section within the Village of WestClay, we have
developed a plan that ensures adequate pressure for fire fighting capabilities at all times during
the build out and beyond.
Approval for the extension of every water main will be required from the Indiana Department of
Environmental Management, and all mains will be designed and installed in accordance with
IWC roles and regulation.
2. Sanitary Sewer
Sanitary sewer effluent for the site will be accepted by the Clay Township Regional Waste
District (CTRWD). A lift sation is proposed along the Eastern boundary of the site which,
initially, will pump effluent via a force main into the existing lift station located in the
Claybridge Subdivision, East of Clay Center Road. Pursuant to discussions and as part of the
joint design with the CTRWD's consultant, Sam Moore and Associates, it is intended that as the
Village of WestClay builds out, the force main will be disconnected from the Claybrjdge lift
station and routed to an existing 18" interceptor located in Springmill Road.
Two additional lift stations are proposed with!n 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 Southem third of the
project, and will pump North into the gravity system described above. The station is temporary
in nature, and will be taken offline 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..
Approvals for the d~sign and construction of the sanitary sewers must also be obtained, in
addition to the CTRWD and it's consultant, 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 131st 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.
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.
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 p~mps, and in order to intercept groundwater seepage befbre .reaching
and compromising the. p.avement 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. Ail erosion
and sediment control measures shall be implemented prior to earth moving activities.
The proposed detention area along with any swales shall be constructed first. The detention area
and outfall structure m?st be complete and operational prior to the placement of any impervious
surface.
Sediment in mn-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 pl.ace 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 mn-off is created.
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