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Fahey, Joyce 0
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Subject:
Dobosiewicz, Jon C
Monday, October 07,200212:07 PM
Fahey, Joyce D
Lillig, Laurence M; Lawrence, Kelli A; Hollibaugh, Mike P; Brewer, Scott I
Docket Number Assignment - SP; Lakeside Park Subdivision, Section 1 (Secondary Plat)
Joyce,
Please print and fax this e-mail to the petitioner identified below and update the file. I have issued the necessary
Docket Number for the Lakeside Park Subdivision, Section 1 (Secondary Plat). It will be the following:
148-02 SP
$700
Total Fee:
$700.00
Docket No. 148-02 SP; Lakeside Park Subdivision, Section 1 (Secondary Plat and Construction Plans)
The applicant seeks approval to plat a 50-lot residential subdivision on 45.625:!:: acres. The site is located on the
southwest comer of West 14Pt Street and Towne Road. The site is zoned 8-1 (Very Low Intensity Residential).
Filed by Dennis Olmstead of Stoeppelwerth & Associates, Inc. for Roehling Enterprises, Inc.
Please note the following:
· This item has been placed on the Odober 16, 2002 agenda of the Technical Advisory Committee.
· This item will be reviewed administratively by the Department.
Please contact Dennis Olmstead at 849-5935 (Fax: 849-5942) with this information. Once the file is updated
(copy of fax filed and file labeled on cover and internal files) please return the it to my office.
Jon
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Thanks,
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AWLICATION F6.\SECO~~Y PLA,fb~ ~.1l
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DATE: Octobe:r"1, 2002 ":'~I#C;)/
The undersigned agrees that any construd:iOn, reconstnJCdon, enlargement, reJocatfan or alteration.of sb-uctu~ or
any change in the use of land or structures reque&1ed by this aPJ)lication wiR comply With, and mnfDnn to, at ~bfe laws
of tile state of Indiana, and the Zoning Ordinance of Cannel, Indiana . 1980, adopmd under the authority of AdS of 1979,
Public Law 178, Sec. 1, et.. seq. General Assembly of the State of Indiana, and all Acts amendatnry theA!tO.
Name of Applicant: Ray Roehling Enterprises Phone #( 317) 846-8881
Address of ApplIcant:
11722 Bradford Place, Carmel, Indiana 46032
Name of Owner:
Ray Roehling Enterprises
Name of Subdivision:
Lakeside Park., Subdivision, Section One
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Legal Oescription (To be tv.,.- itttIIII on sepalaW shed and ~)t
Area rut acres): 45. 625 Ac.:t
Number of lots: 50
Length in miles d new streets to be dedicated to public use:
0.98 miles
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Surveyor cert.ifying plat:
Dennis D. Olmstead
~s ~ and ~ # 9940 All1sonville Ro>d: Fishers. Indiana 4~~~: ::1~:l 84:-~:::~
Signature of Applicant: ~ ~ ... __ (Print) Ra,y ROP.hl ing __ _. __ ____
l1TL.E:
President
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~ I I I t n u u 1~1!t:1I'1 I .. fit H U:t::t':1~I=llll I I 11II=lf4IIr U 1 r , H I I I" I l=t=_t:IIt_. u 1 I t r tt I I r t 11111.. I , I U III II STATE OF lNDrANA
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County of Hamilton
Before me, the undersigned, a Notary Public for Hamil ton '.
Rav Roehlinq and
October .U 2002 .
My CoI,.n,1ssiun Expires:
5.1.10 Ambtion fur SeccndarY Plat. Two ~ or men if neassaryl of tfte secondary plat and 1t1e mnstr'UI!:Ita1
plans, tQgether with supporting dccuments, shan be submitted to the Buikftng COmmissioner with ttlfs appllcatlob and the
application fee as indicated in Section 29.6 of the Zoning Ordinance.
Additional plans to be d"1StIibut2d to necessary autboritleS by appltcant.
County, State of Indiana, personaUy appeared
of the foregoing i ment thfs 1 c:t. day of
FEE:
Received ~
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LAKESIDE PARK SUBDIVISION, SECTION 1 Ocr [CElV,ED
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A part of the of the Southeast Quarter of SectIOn 20, TownshIP 18 North, Range:3\East,
Hamilton County, Indiana, more particularly described as follows: "<'~""_,
Beginning at the Southwest Comer of the Southeast Quarter; thence North 00 degrees 09
minutes 06 seconds East 679.66 feet along the West line of said Quarter section; thence
South 89 degrees 51 minutes 43 seconds East 256.98 feet; thence North 06 degrees 43
minutes 43 seconds West 41.30 feet; thence South 89 degrees 50 minutes 54 seconds East
327.36 feet; thence North 06 degrees 43 minutes 43 seconds West 25.72 feet; thence North
89 degrees 50 minutes 54 seconds East 189.00 feet; thence North 07 degrees 52 minutes 06
seconds West 25.23 feet; thence North 89 degrees 50 minutes 54 seconds East 286.59 feet;
thence North 03 degrees 42 minutes 41 seconds West 61.47 feet; thence North 00 degrees 53
minutes 27 seconds West 88.65 feet; thence North 00 degrees 08 minutes 18 seconds West
71.27 feet; thence South 89 degrees 50 minutes 54 seconds East 337.88 feet; thence North 09
degrees 13 minutes 24 seconds East 151.90 feet; thence South 89 degrees 50 minutes 54
seconds East 205.91 feet; thence South 84 degrees 21 minutes 11 seconds East 67.64 feet;
thence South 60 degrees 51 minutes 37 seconds East 175.56 feet; thence North 21 degrees 19
minutes 27 seconds East 195.01 feet to a point on a curve concave northerly, the radius point
of said curve being North 21 degrees 19 minutes 27 seconds East 375.00 feet from said point;
thence easterly along said curve 59.48 feet to the point of tangency of said curve, said point
being South 12 degrees 14 minutes 08 seconds West 375.00 feet from the radius point of said
curve; thence North 12 degrees 14 minutes 08 seconds East 144.74 feet; thence South 70
degrees 40 minutes 47 seconds East 128.94 feet; thence North 17 degrees 01 minutes 22
seconds East 39.57 feet; thence South 72 degrees 58 minutes 38 seconds East 185.00 feet;
thence North 47 degrees 04 minutes 00 seconds East 70.51 feet; thence North 89 degrees 45
minutes 04 seconds East 320.83 feet; thence South 00 degrees 14 minutes 57 seconds East
1,326.80 feet; thence South 89 degrees 36 minutes 39 seconds West 387.91 feet; thence
North 00 degrees 23 minutes 21 seconds West 43.38 feet; thence North 40 degrees 22
minutes 34 seconds East 177.83 feet; thence North 04 degrees 21 minutes 22 seconds East
137.77 feet; thence North 19 degrees 00 minutes 26 seconds West 371.42 feet; thence North
75 degrees 27 minutes 37 seconds West 173.24 feet; thence South 72 degrees 01 minutes 36
seconds West 50.01 feet to a point on a curve concave southwesterly, the radius point of said
curve being South 72 degrees 58 minutes 39 seconds West 20.00 feet from said point; thence
northwesterly along said curve 29.46 feet to the point oftangency of said curve, said point
being North 11 degrees 24 minutes 43 seconds West 20.00 feet from the radius point of said
curve; thence South 78 degrees 35 minutes 16 seconds West 46.74 feet; thence South 11
degrees 24 minutes 44 seconds East 118.86 feet; thence South 70 degrees 36 minutes 48
seconds West 86.38 feet; thence South 58 degrees 54 minutes 31 seconds West 237.23 feet;
thence South 89 degrees 50 minutes 54 seconds West 491.41 feet to a point on a curve
concave westerly, the radius point of said curve being South 85 degrees 27 minutes 51
seconds West 265.00 feet from said point; thence southerly along said curve 214.80 feet to
the point of tangency of said curve, said point being South 48 degrees 05 minutes 35 seconds
East 265.00 feet from the radius point of said curve; thence South 41 degrees 54 minutes 25
seconds West 188.37 feet to the point of curvature of a curve concave northwesterly, the
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radius point of said curve being North 48 degrees 05 minutes 35 seconds West 50.00 feet
from said point; thence southwesterly along said curve 44.49 feet to the point of tangency of
said curve, said point being South 02 degrees 53 minutes 03 seconds West 50.00 feet from
the radius point of said curve, said point also being the point of curvature of a curve concave
southerly, the radius point of said curve being South 02 degrees 53 minutes 03 seconds West
85.00 feet from said point; thence westerly along said curve 19.18 feet to the point of
tangency of said curve, said point being North 10 degrees 02 minutes 35 seconds West 85.00
feet from the radius point of said curve, said point also being the point of curvature of a curve
concave northerly, the radius point of said curve being North 10 degrees 02 minutes 35
seconds West 50.00 feet from said point; thence westerly along said curve 44.49 feet to the
point of tangency of said curve, said point being South 40 degrees 56 minutes 03 seconds
West 50.00 feet from the radius point of said curve; thence North 49 degrees 03 minutes 58
seconds West 39.00 feet to the point of curvature of a curve concave southwesterly, the
radius point of said curve being South 40 degrees 56 minutes 02 seconds West 435.00 feet
from said point; thence northwesterly along said curve 279.18 feet to the point of tangency of
said curve, said point being North 04 degrees 09 minutes 42 seconds East 435.00 feet from
the radius point of said curve; thence South 08 degrees 21 minutes 03 seconds West 70.22
feet; thence South 00 degrees 23 minutes 21 seconds East 158.83 feet; thence South 89
degrees 36 minutes 39 seconds West 675.28 feet to the place of beginning. Containing
45.625 acres, more or less, subject to all legal highways, rights-of-ways, easements, and
restrictions of record.
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UTILITY SUMMARY FOR THE LAKESIDE PARK SUBDIVISION
Electric
Electric service will be provided by Cinergy. The development will be served by existing
power service within the area of the subject site along 1315t Street and 1415t Street.
Telephone
Telephone service will be provided by Ameritech. The development will be serviced by
existing telephone facilities along 131 5t Street and 1415t Street.
Water
Water service will be provided by Carmel Utilities. A watermain must be brought to the
site from approximately 141th Street and Towne Road and also will extend East through
the site to Towne Road.
Sanitary Sewer
Sanitary sewer service will be provided by the Clay Township Regional Waste District
(CTRWD). CTRWD has proposed to construct a new lift station on school owned
property on the South side of 126th Street and extend a gravity line northerly from the lift
station along l.W. Brendle Drain to 1315t Street. From that point, it will continue North
following a line near the West line of this development. This project can connect directly
into that interceptor sewer.
Drainage
This site is divided into three pre-developed stormwater basins. The North portion of the
site basically flows North and East to the Stultz and Almond Drain. The southeasterly
portion of the site basically flows East to the Elliot Creek Drain. The southwesterly
portion of the site flows southeasterly and ultimately flows to the East arm of the l.W.
Brendle Drain. Post-developed conditions will collect the entire development through a
series of swales and pipes directing storm water to retention ponds located throughout the
proposed development. All of the stormwater ultimately will be routed to a pond located
at the Southeast comer of the site where it will be discharged into a pipe which will cross
Towne Road, extend East on the North side of 136th Street, approximately 1350 feet
where it will turn South, cross 136th Street and outlet into the Villages of West Clay
Subdivision and ultimately outlet into the Stultz and Almond Drain.
Gas
Natural gas service will be provided by Indiana Gas. A gas main must be extended to the
site from approximately 1315t Street and Towne Road and also will extend West along
1415t Street. The exact route and size will be determined by Indiana Gas.
S:\41760\Lega1\UtilitySummary
October 1, 2002
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9.6 THE SUBDIVIDER
The following agreement shall be included as a submittal with the final plat 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 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 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 for existing contiguous Hamilton
County Roads which are substandard, with Hamilton County is:
The developer will put in 12 inch stone base to the required width of the road, and grade
the spoulders to a minimum of 6 feet width and constru~t 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 cut out 3 inches and put in 3 inch binder
asphalt after which the developer will be responsible for 1 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 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 of the City of Carmel agreeing to accept for maintenance and operation, the
improved road facility upon completion of said improvements and completion of
annexation.
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DEVELOPER
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