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Date: May 18, 2000
Docket #:
APPLICATION FOR SECONDARY PLAT OR REPLAT
Fee: $500.00
The undersigned agrees that any construction, reconstruction, enlargement, relocation of alte ~&r-p8 e, or any
change in the use of land or structures requested by this application will comply with, and confor~ 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 Communities, L.L.C.
Phone # (317) 574-3400
Address of Applicant: 12722 Hamilton Crossing Blvd, Carmel, IN 46032
Name of Subdivision: Village of WestClay Section 15001
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres) 28.45
Number of Lots: 14
Length of miles of new streets to be dedicated to public use: 0.26
Surveyor certifying plat:
Richard H Miller, L.S
Surveyor's address and phone#: The Schneider Corp, 12726 Hamilton Crossing Blvd (317) 574-3797
~~I,IN 46032
Signature of Applicant: ~ (Printed) Keith Lash, P.E.
TITLE: Project Manager - The Schneider Corp, (agent)
**************************************************************************~***************************************************************
STATE OF INDIANA
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County of Hamilton
Before me, the undersigned, a Notary Public for Hamilton County, State of Indiana, personally appeared Keith Lash
and acknowledge the execution of the foregoing instrument this 18th Day of May 2000~
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Notary Publict<.oXGtnfle. U). i-\(iV"'l'"IXl'\
My Commission Expires: April 22, 2008
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: $500 00
Received by:
J:\1238\1501\docs\SECONDARY PLAT OR REPLAT APPLdoc
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Land Description
Village of West clay - Section 15001
04/28/00 Dee
A part of the Southeast Quarter of Section 28, Township 18 North, Range 3 East,
Township, Hamilton County, Indiana, described as follows:
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Commencing at the Northeast corner of the said Quarter Section; thence South 89 degreeN
minutes 12 seconds West along the north line of said southeast quarter section 959.56 feet to the
Point of Beginning; thence South 00 degrees 41 minutes 22 seconds East 128.51 feet; thence
South 45 degrees 47 minutes 48 seconds East 143.41 feet; thence South 78 degrees 29 minutes
05 seconds West 75.36 feet; thence South 39 degrees 39 minutes 08 seconds East 165.67 feet;
thence South 29 degrees 15 minutes 09 seconds West 118.98 feet; thence South 39 degrees 04
minutes 20 seconds West 185.10 feet; thence South 51 degrees 27 minutes 58 seconds West
346.29 feet; thence South 73 degrees 35 minutes 39 seconds West 140.98 feet; thence South 32
degrees 19 minutes 55 seconds East 229.04 feet; thence South 55 degrees 33 minutes 00 seconds
East 97.06 feet; thence North 87 degrees 55 minutes 57 seconds East 90.83 feet; thence South 83
degrees 39 minutes 56 seconds East 75.24 feet; thence South 26 degrees 10 minutes 36 seconds
East 26.10 feet; thence South 45 degrees 51 minutes 53 seconds East 132.75 feet; thence South
83 degrees 19 minutes 19 seconds East 35.60 feet; thence North 45 degrees 26 minutes 56
seconds East 426.52 feet; thence North 75 degrees 57 minutes 37 seconds East 127.31 feet;
thence South 36 degrees 05 minutes 21 seconds East 92.04 feet; thence South 16 degrees 38
minutes 28 seconds East 155.58 feet; thence South 06 degrees 35 minutes 17 seconds West 59.45
feet; thence South 35 degrees 29 minutes 58 seconds West 70.00 feet; thence North 89 degrees
23 minutes 24 seconds East 22.22 feet; thence South 57 degrees 32 minutes 42 seconds West
117.40 feet; thence South 87 degrees 59 minutes 00 seconds West 113.97 feet; thence South 76
degrees 37 minutes 49 seconds West 65.20 feet; thence South 57 degrees 12 minutes 48 seconds
West 63.49 feet: thence South 18 degrees 36 minutes 11 seconds East 150.00 feet; thence South
66 degrees 04 minutes 45 seconds West 92.64 feet to the point of curvature of a curve to the right
having a radius of 425.00 feet, the radius point which bears North 23 degrees 55 minutes 15
seconds West; thence northwesterly along said curve an arc distance of 422.30 feet to point
which bears South 33 degrees 00 minutes 41 seconds West from said radius point; thence North
56 degrees 59 minutes 19 seconds West 278.42 feet to the point of curvature of a curve to the left
having a radius of625.00 feet, the radius point which bears South 33 degrees 00 minutes 41
seconds West; thence northwesterly along said curve an arc distance of 449.87 feet to a point
which bears North 08 degrees 13 minutes 46 seconds West from said radius point; thence South
81 degrees 46 minutes 14 seconds West 32.58 feet to a the point of curvature of a curve to the
right having a radius of25.00 feet, the radius point which bears North 08 degrees 13 minutes 46
seconds West; thence northwesterly along said curve an arc distance of 39.27 feet to a point
which bears South 81 degrees 46 minutes 14 seconds West from said radius point to an East line
of a plat recorded in the office of the Recorder of Hamilton County, known as the Village of
WestC1ay Section 10009 recorded as Instrument number 199909971387 in Plat Cabinet 2, Slide
371, (the next twenty (20) courses are along the easterly lines of the aforementioned plat) (1)
thence North 08 degrees 13 minutes 46 seconds West 133.60 feet (2) to a point of curvature ofa
curve to the left having a radius of 325.00 feet, the radi us point which bears South 81 degrees 46
minutes 14 seconds West, thence northwesterly along said curve an arc distance of 113 .12 feet
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(3) to the point of reverse curvature of a curve to the right having a radius of 25.00 feet, the
radius point which bears North 61 degrees 49 minutes 42 seconds East, thence northeasterly
along said curve an arc distance of27.26 feet (4) to the point of reverse curvature ofa curve to
the left having a radius of 91.00 feet, the radius point which bears North 55 degrees 41 minutes
33 seconds West, thence northeasterly along said curve an arc distance of 86.38 feet (5) to the
point of reverse curvature of a curve to the right having a radius of 25.00 feet, the radius point
which bears North 69 degrees 55 minutes 08 seconds East; thence northeasterly along said curve
an arc distance of 26.35 feet (6) to the point of reverse curvature of a curve to the left having a
radius of 426.00 feet, the radius point which bears North 49 degrees 41 minutes 26 seconds
West; thence northeasterly along said curve an arc distance of297.84 feet to a point which bears
South 89 degrees 44 minutes 55 seconds East from said radius point; (7) thence North 00 degrees
15 minutes 05 seconds East 80.88 feet; (8) to the point of curvature of a curve to the right having
a radius of25.00 feet, the radius point which bears South 89 degrees 44 minutes 55 seconds East;
thence northeasterly along said curve an arc distance of 42.62 feet to a point which bears North
07 degrees 55 minutes 52 seconds East from said radius point; (9) thence North 07 degrees 55
minutes 52 seconds East 50.00 feet; (10) thence North 82 degrees 04 minutes 08 seconds West
13.48 feet; (11) to the point of curvature of a curve to the right having a radius of 25 .00 feet, the
radius point which bears North 07 degrees 55 minutes 52 seconds East; thence northwesterly
along said curve an arc distance of 35.92 feet to a point which bears North 89 degrees 44 minutes
55 seconds West from said raqius point; (12) thence North 00 degrees] 5 minutes 05 seconds
East 177.67 feet; (13) thence South 89 degrees 44 minutes 55 seconds East 168.91 feet; (14)
thence South 32 degrees 05 minutes 0] seconds East 50.00 feet; (15) thence South 77 degrees 58
minutes 17 seconds East 43.40 feet; (16) thence North 75 degrees 13 minutes 43 seconds East
42.10 feet; (17) thence North 64 degrees 07 minutes] 8 seconds East] 15.60 feet; (18) thence
North 24 degrees 31 minutes 07 seconds East 72.95 feet; (19) thence North 06 ,degrees 40
minutes 11 seconds West 127.07 feet; (20) thence North 00 degrees 44 minutes 48 seconds West
45.00 feet to the North line of said southeast quarter section; thence North 89 degrees 15 minutes
12 seconds East along the north line of said southeast quarter section 465.92 feet to the Point of
Beginning. Containing 28.450 acres, more or less.
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Report on Water Distribution, Sanitary Sewer and Storm ~fwer ~m
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VILLAGE OF WEST CLAY
1. Water Distribution
The potable water to the site will be provided by the Indianapolis Water Company (lWC).
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 131 sl Street. The new 16" main will run along our site's frontage on 13151 Street, and
will be stubbed at our Westernmost boundary for future extension by others.
III A second 16" main will be tapped and extended from the West, from it's terminus within
the Laurel Lakes Subdivision on 126lh Street.
· A 12" main will be tapped and extended the Irsay Horse Arena on 1361h 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 West Clay, 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 rules and regulation.
2. Sanitary Sewer
Sanitary sewer effluent for the site will be accepted by the Clay Township Regional Waste
District (CTR WD). A lift sation 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 sho\o\TI in the CTRWD's master plan.
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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 design and construction of the sanitary sewers must also be obtained, in
addition to the CTRWD and it's consultant, from the Indiana Depmiment of EnvirolUnental
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 tor the site are as follows:
.. Elliot Creek; which traverses the site alqng the Northern third, then crosses 131 st Street
and leaves the site just East of the existing 8.5 acre lake on the Perez parcel.
111 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 West Clay.
Connection onto the Claridge Farm drain will be made at an existing 36" eoncrete 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.
iii Brendle Legal Drain; which flows along the site's Western boundary, then crossed 126lh
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 pumps, and in order to intercept groundwater seepage before reaching
and compromising the pavement stability.
4. Erosion Control
During all phases ofthe construction the Site General Contractor and all Subcontractors shall
exercise measures to prevent the erosion of soils due Lo 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 sw-ales shall be constructed first. The detention area
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and outfall structure must be complete and operational prior to the placement of any impervious
surface.
Sediment in nlll-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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