HomeMy WebLinkAboutApplicationAPPLICATION FOR SECONDARY PLAT OR REPLAT
Fee: $500.00
Date: 12-29-03 Docket#:
The undersigned agrees that any construction, reconstruction, enlargement, relocation of alteration of structure, or any
change in the use of land or structures requested by this application will comply with, and conform to, all applicable laws
of the State of Indiana, and the Zoning Ordinance of Carmel, Indiana - 1980, adopted under the authority of Acts of 1979,
Public Law 178, Sec. 1, et. seq, General Assembly of the State of Indiana, and all Acts amendatory thereto.
Name of Applicant:
Brenwick TND Communites, LLC
Phone # (317) 574-3400
Address of Applicant: 12821 E. New Market Street S-200, Carmel, IN 46032
Name of Subdivision:
Village of West Clay Section 5003
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres) 11.86 Number of Lots: 44
Length of miles of new streets to be dedicated to public use' 0.40
Surveyor certifying plat:
James M. Mulryan
Surveyor's address and phone#: The Schneider Corp. 12821 E. New Market St. S-100, Carmel, IN 46032 317-826-6410
Signature of Applicant: ~ (Printed) Keith Lash
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STATE OF INDIANA
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County of .,~'.'~ ~ ,'1/~ ~
Before me, the undersigned, a Notary Public for .~,~/~,,',./~'$ County, State of Indian~,~personally appeared
and acknowledge the execution of the foregoing instrument this ,~ ~ "t.~ Day of ,(~ e'c 2003.
'~ 7. Notary Public y~/a v,,'¢ Y~, (-{~ "'/(-
My Commission Expires: ~ ,~-- ~ 00'~
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: $ Received by:
N:\1238\5003\docs\SECONDARY
PLAT.doc
SUBDIVIDER AGREEMENT FORM
Project: Village of WestClay Section 5003
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 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
accomplished by individual homeowners.
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 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 coun~ will come in and cut out 3 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 ~at to be accomplished
by the Count, and shall also state the road or roads or portions thereof which are
included. If the subdivision is contemplated to be annexed to the Ci~ of Carmel, then
the agreement shall include the City of Carmel Board of Public Works as a signato~,
which shall be for the pu~ose of the Ci~ of Carmel agreeing to accept for maintenance
and operation the improved road facility of said improvements and
completion of annexation.
WITNESS David K. Sexton, P.E.
Director - Residential Development
The Schneider Corporation
December 29, 2003
DATE
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LAND DESCRIPTION
SECTION 5003
A par of the Southwest Quarter of Section 28, Township 18 North, Range 3 East,
Hamilton County, Indiana described as follows'
Commencing at the Southwest corner of said Southwest Quarter; thence North
00 degrees 11 minutes 59 seconds along the west line of said Southwest Quarter
a distance of 1097.91 feet to the Point of Beginning; thence continuing North
00 degrees 11 minutes 59 seconds along said west line a distance of 747.52
feet; thence North 89 degrees 51 minutes 51 seconds East a distance of 344.68
feet; thence ~orth 00 de§tees 08 minutes 0~ seconds West a distance of 31 .~
feet; thence North 89 degrees 51 minutes 51 seconds East a distance of 50.00
feet; thence South 00 degrees 08 minutes 09 seconds East a distance of 121.52
feet to a tangent curve to the left having a radius of 25.00 feet that radius point of
which bears North 89 degrees 51 minutes 51 seconds East; thence southerly,
southeasterly and easterly along said curve an arc distance of 39.27 feet to a
point which bears South 00 degrees 08 minutes 09 seconds East from said
radius point; thence North 89 degrees 51 minutes 51 seconds East a distance of
138.26 feet to a tangent curve to the left having a radius of 75.00 feet the radius
point of which bears North 00 degrees 08 minutes 09 seconds West; thence
northeasterly along said curve an arc distance of 58.90 feet to a point which..
bears South 45 degrees 08 minutes 09 seconds East from said radius point; ..
thence North 44 degrees 51 minutes 51 seconds East a distance of 69.66 feet;
thence South 45 degrees 08 minutes 09 seconds East a distance of 180.00 feet;
thence North 44 degrees 51 minutes 51 seconds East a distance of 318.22 feet;
thence North 89 degrees 51 minutes 51 seconds East a distance of 185.00 feet;
thence South 00 degrees 08 minutes 09 seconds East a distance of 7.40 feet;
thence North 89 degrees 51 minutes 51 seconds East a distance of 130.00 feet;
thence South 00 degrees 08 minutes 09 seconds East a distance of 65.00 feet;
thence South 89 degrees 51 minutes 51 seconds West a distance of 128.94 feet
to a non-tangent curve to the left having a radius of 126.00 feet the radius point
of which bears North 67 degrees 13 minutes 13 seconds West; thence
northeasterly along said curve an arc distance of 6.49 feet to a point which bears
South 70 degrees 10 minutes 11 seconds East from said radius point; thence
North 70 degrees 10 minutes 11 seconds West a distance of 52.00 feet to a non-
tangent curve to the right having a radius of 74.00 feet the radius point of which
bears North 70 degrees 10 minutes 11 seconds West; thence southwesterly
along said curve an arc distance of 32.33 feet to a point which bears South 45
degrees 08 minutes 09 seconds East from said radius point; thence South 44
degrees 51 minutes 51 seconds West a distance of 250.21 feet; thence North 45
degrees 08 minutes 09 seconds West a distance of 4.50 feet; thence South 44
degrees 51 minutes 51 seconds West a distance of 52.00 feet; thence South 45
degrees 08 minutes 09 seconds East a distance of 4.50 feet; thence South 44
degrees 51 minutes 51 seconds West a distance of 238.20 feet; thence North 45
degrees 08 minutes 09 seconds West a distance of 4.50 feet; thence South 44
degrees 51 minutes 51 seconds West a distance of 50.00 feet; thence South 45
degrees 08 minutes 09 seconds East a distance of 25.14 feet; thence South 00
degrees 08 minutes 09 seconds East a distance of 161.21 feet; thence South 89
degrees 51 minutes 51 seconds West a distance of 642.29 feet; thence South O0
degrees 08 minutes 09 seconds East a distance of 133.00 feet; thence South 89
degrees 51 minutes 51 seconds West a distance of 88.85 feet to the Point of
Beginning, containing 11.86 acres, more or less.
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VILLAGE OF WEST CLAY-5003
Report on Water Distribution, Sanitary Sewer and Storm Sewer System
1. Water Distribution
The potable water to the site will be provided by the Indianapolis Water Company. Connection onto the existing
main will be made at the following location'
An 8" water main will be extended from it's current location at three points along the perimeter of the site
within existing sections 3004 and 8501 of the Village of West Clay. The new 8" main will be stubbed at
three dead end streets within the project for future expansion.
Approval for the extension of water mains will be required from the Indiana Department of Environmental
Management, and all mains will be designed and installed in accordance with the Indianapolis Water Company roles
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 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.
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 Section 5003 will connect to an existing 8" main located at the Southwest comer of Tradd Street and
Chartwell Street in the existing section 3004.
Approvals for the design and construction of the sanitary sewers must also be 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 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.
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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.
The connection point for the proposed section 5003 is to an existing 33" storm sewer located along the South side of
131 st Street East 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.
Sediment in run-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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