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LAND DESCRIPTION J~~(;:~~~
All of Provost Park, the plat of which is recorded as Instrument Number 19990996~,2~tt Cabinet 2, Slide
362, in the office of the Recorder of Hamilton County, Indiana, being port of the SoutRwest Quarter of Section
28, Township 18 North, Range 3 East and port of the East Half of the Northwest Quarter of Section 33,
Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, also part of vacated Hoover Road
as vacated per Ordinance Number 12-11-0Q-A. as recorded in Instrument Number 200000062970, more
particularly described as follows:
Beginning at the northeast corner of said East Half-Quarter of said Section 33; thence South400 degrees 20
minutes 16 seconds East (assumed bearing) along the east line thereof 379.94 feet; thence North 64 degrees
54 minutes 45 seconds West 91.81 feet to the southeast corner of said Provost Park (the following twenty
courses are along the south, west and north lines of the aforesaid Provost Park); thence INorth 64 degrees 14
minutes 23 seconds West 88.83 feet; thence North 76 degrees 02 minutes 03 seconds West 115.23 feet;
thence North 89 degrees 12 minutes 36 seconds West 106.33 feet; thence South 86 degrees 06 minutes 12
seconds West 104.86 feet; thence South 80 degrees 00 minutes 03 seconds West 104.86 feet; thence South
73 degrees 48 minutes 35 seconds West 137.60 feet; thence North 27 degrees 34 minutes 59 seconds West
348.51 feet to the point of curvature of a curve to the right having a radius of 674.00 feet, the radius point-
of which bears North 62 degrees 25 minutes 01 seconds East; thence northwesterly along said curve an arc
distance of 94.68 feet to a point which bears South 70 degrees 27 minutes 55 seconds West from said radiu:
point; thence North 19 degrees 32 minutes 05 seconds West 119.87 feet to the point of curvature of a curve
to the right having a radius of 974.00 feet, the radius point which bears North 70 degrees 27 minutes 55 _
seconds East; thence northwesterly along said curve an arc distance of 135.29 feet too point of compound
curve to the right having a radius of 25.00 feet, the radius point which bears North 78 degrees 25 minutes
26 seconds East; thence northeasterly along said curve an arc distance of 29.38 feet to a point which bears
North 34 degrees 14 minutes 05 seconds West from said radius point; thence North 55 degrees 45 minutes
55 seconds East 74.81 feet; thence North 89 degrees 51 minutes 51 seconds East 219.04 feet to a
non-tangent curve to the left having a radius of 120.97 feet, the radius point which bears North 38 degrees
58 minutes 38 seconds East; thence southeasterly along said curve an arc distance of 35.61 feet to a point
which bears South 22 degrees 06 minutes 41 seconds West from said radius point; thence South 23 degrees
46 minutes 13 seconds West 66.74 feet; thence South 40 degrees 07 minutes 12 seconds East 199.18 feet;
thence South 09 degrees 30 minutes 30 seconds West 119.92 feet; thence South 43 degrees 18 minutes 22
seconds East 153.76 feet; thence South 88 degrees 18 minutes 22 seconds East 299.55 feet; thence North
46 degrees 41 minutes 38 seconds East 139.62 feet; thence North 87 degrees 01 minutes 41 seconds East
84.72 feet to the Point of Beginning containing 7.573 acres more or less.
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VILLAGE OF WEST CLAY
Report on Water Distribution, Sanitary Sewer and Storm Sewer System
1. Water Distribution e~.
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The potable water to the site will be provided by the Indianapolis Water Com~ (Av!'
Connections onto the existing mains will be made at the following location: DOct
. A 16" main will be extended from it's current location at the intersection of Ditch Road
and 131 st Street. The new 16" main will run along our site's frontage on 131 st 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 126th Street.
. A 12" main will be tapped and extended the Irsay Horse Arena on 136th 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 compu,tations have been completed by IWC, and working in conjunction
with our e.stirriated', development of each section withiI?-~he,Village of WestClay, we have
deve~oped a plan that ensures ade.quate pressure for fire fighting capabilities at all times, during
the build out arid 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 (CTRWD). 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 shown 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 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 West Clay. 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 131 st 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 West Clay.
Connection onto the Claridge Farm drain will be made at an existing 36" concrete pipe
just South of the existing mound borde~ing 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 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.
The proposed detention area along with any swales shall be constructed first. The detention area