HomeMy WebLinkAboutApplication APPLICATION FOR SECONDARY PLAT OR REPLAT
Fee: $500.00
DATE: DOCKET #
The undersigned agrees that any censtrscdon, beconstrecdon, enrargemenr~ relocation or altoradon of sr~ucture, or any chang e
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 author/b/of Acts of 1979, Public Law 178, Sec. 1. et. seq. General
Assembly of the State of Indiana, a nd all Acts amendatory thereto.
NJmeofA~plicant: Rr~n,,,~r~- "rMn ~...~u~ities.,_~.~I~' Phone# 574-3400
12722 Hamilton Crossing Blvd.~ Carmel~ IN 46032
Address of Applicant
Name cf Owner:
Nome of Subdlvision:
Dr. Donald Pe~ez
Village of WestClay~ Section J~OOl
Legal Description (To be typewritten on separate sheet and attached].
Area(inacrss]: ?f 553 NumberofLots: 31
Length in mi[es oi* new sU'eeta to be dedicated te public use:
Surveyorcertif~ing plat~ Norman Hisetman
0'.49 +/-
Sur~eyor'saddressandphoj~t~ The Schneider Corporation, 12726 Hamilton Crossing Blvd.
~'7 i' Ca~el, I~ 46032 Ph: 574'-3797
SignatoreofApplicanC ~lllll~lil~h,~ . {Printl George P. Sweet
z-r---II .....
~: Co-Manager Bren~k T~ Co~unities, L.L.C.
~A~ OF INO~NA
andackaowledgemeexecubonofmefomgoingins~mentmi~J~tdayof~ ,~g q~ · ~
m ~mmission ~pi~s: ~' ~ ' ~g
5,1.10 App[icabon for Secondary Plat. Two {2) copies, or mars if necessa ry, of d~e secondary plat: and the construction plane,
togethor wM~ aupportmg documents, shall be submiU, ed to the Buildlng Commissioner with this application and the appllcatJon fee as
indicated in Section 296 ef the Zonin9 Ordinance.
Additional pian:~ to be disteibuted to necessary authorities by applicanc
FEE:
Received By: ..
s:\formsLsecplat.app revised 01/07/97
Village of WestClay, Section 12001
AGREEMENT
The developer shall be responsible for any drainage problems includ-
ing 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 drain-
age improvements. This shall include all pipes, structures, swales,
d~tches and ponds which are pertinent features to the proper drain-
age 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 accom-
plished b~-individuai 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 su~-surface water ~roblem 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 e~isting con=iguous
Hamilton County Roads which are substandard, with Hamilton County
i~: ~ '
The developer will put i~ 12 inch stone base to the required width
of the road, and grade the shoulders to a ~inimum 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 de~eloper will be
responsible for i inch of asphalt topping. This is being done as
joint projects between county and developer. An agree/nent shall be
executed, in writing, between the developer and Hamilton County
specifically detailing the exact work to be accomplished by the
de=eloper 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 o4
the City of Carmel agreeing to accept for maintenance and operation,
the improved road facility upon completion of said improvements
and completion of annexation.
WITNESS
~Dave Sexton, P.E.
The Schneider Corp..
Director - Residential Dev.
DATE
August~21, 1998
~eet
Brenwick TND Co--unities L.L.C.
Land Description
Village of Westclay - Section 12001
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; 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 beam North 89 degrees 44
minutes 55 seconds East; thence southerly along said curve an am distance of 35.92 feet to a point which
bears 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 beam 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 arc distance of 86.81 feet to a point which beam 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 20.35 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 beam South 33 degrees 00
minutes 41 seconds West from 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 307.93 feet to
the Point of Beginning: thence South 04 degrees 46 minutes 58 seconds West a distance of 193.70 feet;
thence South 33 degrees 44 minutes 29 seconds East a distance of 118.56 feet; thence South 52 degrees
33 minutes 32 seconds East a distance of 90.00 feet; thence South 60 degrees 01 minutes 40 seconds
East a distance of 200,00 feet; thence South 14 degrees 22 minutes 27 seconds West a distance 192.70
feet; thence South 75 degrees 37 minutes 33 seconds East a distance of 5.56 feet; thence South 14
degrees 22 minutes 27 seconds West a distance of 50.00 feet to a point on a curve having a radius of
1825.00 feet, the radius point which beam North 14 degrees 22 minutes 27 seconds East; thence
southeasterly along said curve an arc distance of 18.09 feet to a point which beam South 13 degrees 48
minutes 23 seconds West from said radius point; thence South 00 degrees 00 minutes 00 seconds West
a distance of 297.85 feet; thence South 17 degrees 38 minutes 43 seconds West a distance of 163.74
feet; thence South 42 degrees 22 minutes 39 seconds West a distance of 164.57 feet; thence South 62
degrees 59 minutes 14 seconds West a distance of 164.57 feet; thence South 83 degrees 35 minutes 48
seconds West a distance of 164.57 feet; thence NoAh 75 degrees 47 minutes 37 seconds West a
distance of 164.57 feet; thence NoAh 55 degrees 11 minutes 02 seconds West a distance of 164.57 feet;
thence NoAh 28 degrees 52 minutes 18 seconds West a distance of 175.16 feet; thence North 86 degrees
38 minutes 18 seconds West a distance of 228.52 feet; thence North 11 degrees 24 minutes 33 seconds
West a distance of 341.74 feet; thence North 74 degrees 05 minutes 55 seconds East a distance of
202.99 feet; thence NoAh 71 degrees 15 minutes 40 seconds East a distance of 110.87 feet; thence NoAh
44 degrees 23 minutes 21 seconds East a distance of 309.94 feet; thence North 19 degrees 00 minutes
27 seconds East a distance of 123.42 feet; thence NoAh 72 degrees 49 minutes 15 seconds East a
distance 130.39 feet to a point on a curve having a radius of 825.00 feet, the radius point which bears
NoAh 72 degrees 49 minutes 15 seconds East; thence noAhedy along said curve an arc distance of 97.62
feet to a point which beam South 81 degrees 46 minutes 14 seconds West from said radius point; thence
NoAh 08 degrees 13 minutes 46 seconds West a distance of 63.29 feet to a point on a curve having a
radius of 25.00 feet, the radius point which bears South 81 degrees 46 minutes 14 seconds West; thence
northwesterly along said curve an arc distance of 39.27 feet to a point which bears NoAh 08 degrees 13
minutes 46 seconds West from said radius point; thence South 81 degrees 46 minutes 14 seconds West
a distance of 16.46 feet; thence NoAh 08 degrees 13 minutes 46 seconds West a distance of 50.00 feet;
thence NoAh 81 degrees 46 minutes 14 seconds East a distance of 16.46 feet to a point on a curve
having a radius of 25.00 feet, the radius point which beam NoAh 08 degrees 13 minutes 46 seconds
West; thence northeasterly along said curve an arc distance of 39.27 feet to a point which beam NoAh 81
degrees 46 minutes 14 seconds East from said radius point; thence North 81 degrees 46 minutes 14
seconds East a distance of 50.00 feet to a point on a curve having a radius of 25.00 feet, the radius point
which bears NoAh 81 degrees 46 minutes 14 seconds East; thence southeasterly along said curve an arc
distance of 39.27 feet to a point which beam South 08 degrees 13 minutes 46 seconds East from said
radius point; thence NoAh 81 degrees 46 minutes 14 seconds East a distance of 32.58 feet to a point on a
curve having a radius of 625~00 feet, the radius point which beam South 08 degrees 13 minutes 46
seconds East; thence southeasterly along said curve an arc distance of 141.94 feet to a point which beam
NoAh 04 degrees 46 minutes 58 seconds East from said radius point and to the Point of Beginning.
Containing 21.553 acres, more or less.
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 :16" main will be eXtended from it's current location at the intersection of Ditch Road
and 131st 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 126' Street.
A 12" main will be tapped and extended the Irsay Horse Arena on 136~h 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 he designed and installed in accordance with
IWC rules 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 Claybridge lift
station and routed to an existing 18" intemeptor 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 graviiy system described above. The station is temporary
in nature, and will be taken off line upon extension of the intemeptor 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 Ro~d.
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 126t~
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 b3) 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. : i ' '
4. Erosion Control
During all phases of the constmctiofl 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.
The proposed detention area along with any swales shall be constructed first. The detention area
and outfall structure must 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 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 mn-off is created.
J :\ 1238\001 \DOCS\sewreprt.wpd