HomeMy WebLinkAboutPacket 8-5-05
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I T ABLE OF CONTENTS
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TABLE OF CONTENTS 2
I INTRODUCTION 3
I SANITARY SEWERS 3
WATER SUPPLY 4
I STORM WATER DRAINAGE 4
I STREETS AND INFRASTRUCTURE 4
LEGAL DESCRIPTION 5
I SUMMARY 5
I APPENDIX
I Application for Primary Plat
Home Place Aerial Map
Town of Home Place Zoning Map
I Hamilton Co. Legal Drain Map
USGS SOILS MAP (Showing location of site)
I USGS QUAD MAP (Showing drainage areas)
Letter of Grant
July TAC Minutes
I Title Page for TOWN OF HOMEPLACE Subdivision
Primary Plat for TOWN OF HOMEPLACE Subdivision
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INTRODUCTION
The report presents the combined input from the developer, the engineer and the
communities input for the proposed residential development that occupies Lots 31, 32 &
33 of Little Farms Addition to the Town of Home Place, Indiana. The property is located
to the northwest of the intersection 104th and Ethel Street in the civil township of Clay.
The development will be known as "Clay Commons" and will contain 9 duplex lots. The
site is currently zoned R3 residential and forms part of the Northwest Quarter of Section
12, Township 17 North, and Range 3 East of the Second Principal Meridian. The
subdivision platting is named for the existing "Little Farms Addition II to Home Place"
and being a re-plat of lots 31, 32 & 33. The subdivision is a nine lot subdivision located
within the Town of Home Place, Indiana. The Town of Home Place is between Carmel
to the north and Indianapolis to the south. The site contains 2.25 acres of property.
There was a home located on Lot 33 which has been demolished. The property also
had several out buildings IQcated on Lot 33 which were demolished at the start of the
project. The Property is owned by R. G. Thomas Consulting.
SANITARY SEWERS
Sanitary sewers are provided by Clay Township Regional Waste District located
at 10701 N. College Avenue, Suite A, Indianapolis Indiana 46280. Sewer is available
for the 9 lots and preliminary permit information has been submitted to Clay Township
Regional Waste District. The average daily flow for the 9 lots is 5,580 gallons per day
with a 4.5 peaking factor the peak flow is 25, 110 gallons per day. The District has
verbally stated that they have capacity for the developments sanitary load. All sanitary
sewer lines will be a minimum of four feet deep and constructed of PVC SDR 35 sewer
pipe.
Gravity sanitary sewers are available to connect to along 104th Street and Ethel
Street. The existing sanitary sewers flow north on Ethel Street and west on 104th Street.
It will be necessary to have the homes along 104th Street to be serviced from the
existing sanitary sewer on 104th Street with standard sanitary taps. The Existing
manhole on Ethel Street stops short of 104th Street and the proposed manhole on
Turner Dr. will tie into this Manhole. The existing manhole has a top of casting elevation
of 829.12' and an invert of 821.33'. The average ground height on site is approximately
828.0'; this allows for nearly (6.67') feet of fall. The 280' connection should not be a
problem using a slope of O.450A> (1.27'). The proposed top of casting for the Manhole on
Turner Dr. is 829.25' and the invert will be 822.6'
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WATER SUPPLY
The Indianapolis Water Company (IWC) will provide water service to the property
from their existing lines. The engineer has contacted IWC and supply will not be a
problem. The homes along 104th street will be serviced by tapping the existing main.
The extension of the water main will occur along Turner Dr. A 6" water line is proposed
from the connection on Ethel to the hydrant are located on the lot line. The remainder
of the pipe will be 3" Polyethylene and will end with a blow off valve. All water mains
will be AWWA approved pipe and conform to IWC standards. The pipe will be laid at a
4-foot depth. Typically water service will use a double valve pit for two units.
All of the water components in the project will be maintained and owned by the
IWC. Location of fire hydrants will be spaced no greater then 500 feet and their location
approved by the Local Fire Chief.
STORM WATER DRAINAGE
Currently the site is undeveloped and drained via surface flow to a legal drain.
The site has a curved contour rising from 104th Street to the northern property line.
There is an existing pipe flow between the existing lots numbered 33 and 32. The
proposed cul-de-sac will slope from Ethel Street down to the proposed curb inlets set
on either sides of Turner Dr. An under-drain will be extended north from the northern
curb inlet for any existing ground water flow. The sewers will extend south to 104th
Street and then connect with the legal drain to the west of our site. (See Legal Drain
Map)
The detention for this site will be handled by means of an over sized connection
pipe with an orifice plat over the outlet and the back yard swales. A more detailed
drainage report has been sent for the Town Engineer to review.
The soils for the site are Miami and Crosby Type Clays, which have poor
subsurface drainage characteristics. The site has good elevation changes across the
site ranging from 823.50' along 104th Street to 833.0' in the northwest corner of the site.
All of the streets will have adequate inlet capacity to handle a 10-year storm
intensity. Typically the back yards will drain to ditch inlets which will connect to the
street drainage system and then to the legal drains. Adequate easements have been
provided for the installation and servicing of these storm sewers. An offsite easement of
15 feet has been requested from the owners. The detention will be designed to handle
the 1 DO-year storm event while releasing the storm water at the 10 year undeveloped
rate.
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STREETS AND INFRASTRUCTURE
All of the nearly 0.09 miles of street proposed for this project, are to public
streets and will be dedicated to the Hamilton County. The streets will be constructed to
the Counties current standards and will be maintained by Hamilton County. There will
be two proposed streets constructed during the course of this project. Turner Dr. which
is one of the two proposed streets will run between the existing Ethel Street on its
easterly corner and the proposed Alley Street on its westerly corner. Alley Street which
is also designed and constructed as part of this project will run between Turner Dr. and
104th Street making an L intersection and a T intersection at each juncture respectively.
Turner Dr will have a platted forty-foot wide right-of-way with twenty four feet of street
not including the curb and gutter. The street will use roll curb and gutter and will be
crowned at 20A> slope. The curb will taper to match both Ethel Street and Alley Street
which do not have curb and gutter. The proposed surface will be asphalt and match the
Hamilton County Standards. The proposed street name is Turner Dr. which has been
approved on the Preliminary Plat, and has been submitted to the Town for their
approval. The proposed cross section of the street from the centerline will consist of 24
feet of asphalt pavement, 2 feet of curb and gutter and a 4 foot concrete sidewalk on
both sides. Alley Street will have 12 feet of street and a 15 feet wide right-of-way but as
previously mention will not comprise of a curb and gutter. The proposed surface will be
asphalt. Both Ethel Street and 104th Street will not have curb because the existing
streets are not curbed. The front yard setbacks have been reduced to 25 feet. Typically
the utilities have a 15 foot easement on the outside and/or within the adjacent right-of-
way. This will consist of Electricity, Telephone, Gas, Cable, Sanitary Sewers, Water
Mains and Storm Sewers.
LEGAL DESCRIPTION
LOTS NUMBERED 31, 32 & 33 IN LITTLE FARMS ADDITION TO HOME PLACE,
HAMILTON COUNTY, INDIANA, AS PER PLAT THEREOF, RECORDED IN DEED
RECORD 109, PAGES 50 & 51 IN THE OFFICE OF THE RECORDER OF HAMILTON
COUNTY, INDIANA.
The Property contains 2.25 acres more or less.
SUMMARY
There is a multitude of supporting information on the viability of this proposed
subdivision.
The Current zoning is R3
The surrounding homes are consistent with the proposed project.
The Primary Plat for The Re-Plat of lots 31, 32 & 33 of Little Farms Addition II to Home
Place prepared August 2004
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