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'!!!!'pley, Connie S
From:
Sent:
To:
Cc:
Subject:
Dobosiewicz, Jon C
Thursday, November 14, 200211 :19 AM
Tingley, Connie S
Lillig, Laurence M; Lawrence, Kelli A; Hollibaugh, Mike P; Brewer, Scott I; Fahey, Joyce D
Docket Number Assignment - SP; Lakeside Park Subdivision, Section 2 (Secondary Plat)
Connie,
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 2 (Secondary Plat). It will be the following:
168-02 SP
$700
Total Fee:
$700.00
Docket No. 168-02 SP; Lakeside Park Subdivision, Section 2 (Secondary Plat and Construction Plans)
The site is located on the southwest comer of West 141 st Street and Towne Road. The site is zoned S-
l/Residence - Very Low Density.
Filed by Dennis Olmstead of Stoeppelwerth & Associates.
Please note the following:
. This item has been placed on the November 20,2002 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.
Thanks,
Jon
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APPLICATION FOR SECOM>AltY PLAT OR ~j1
File: S508.00 or ~(IQ)
DOCKEr It
, 2002
Ac:fdre;S of Appbnt:
11722 Bradford Place, Carmel, Indiana 46032
Name of Owner:
. ~ay Roehling Enterprises
Name of Subdivision:
Lakeside Park Subdivision, Section Two
T
Legal Description (To lie typtM,itt.A on sepal. __and ~ed)t
Area rfl aaes):
15.838 Ac.+
Number of 1of3:
:n
Length in mites d new streets to be dedicated tc public: use:
Surveyor certifying plat: Dennis D. Olmstead
SUM!YOl"s add.. and p
Signature or Applicant:
0.52 miles
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hers Indiana
(Print) Ray Roehlinq
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President
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55
County of
HAm; 1 ton.
My Condl rissiun &pires:
County, State at Indiana, persona1Iy appeared
of the foregoing instrument this 4 tJ1" day of
Before me, the undersigned, a Notary Public for H
RavRoehling and ackn
Nov~r _ 11.9: 2002 .
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Bredlau
5.1.10 ADDbtion for Seccndarv Plat. Two (2) , or rnc:n if nea5SaIY, of the se:andary plat and 1t1II! ~
plans, bJgetfler with supporting dccuments, shan be submitted to the Buikf'109 Commissioner with tbis applicaUoh and the
application fee as indicated in Section 29.6 of the Zoning Ordinance.
Additional plans to be cflStributed to nec:essary auUloritJes by applkant.
FEE:
Received BY:
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~ LAKESIDE PARK SUBDIVISION
RECENEU ~ SECTION TWO
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"""~.. ~ ofthK~outheast Quarter of SectIOn 20, TownshIP 18 North, Range 3 East,
""'~ , }.lliffi'ilton <Zoitnty, Indiana, more particularly described as follows:
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I _~ cing at the Southwest comer of said Southeast Quarter; thence North 89
degrees 36 minutes 39 seconds East along the South line of Lakeside Park, Section One,
a subdivision in Hamilton County, Indiana, the Secondary Plat of which is recorded as
Instrument No. , Plat Cabinet , Slide , in the Office ofthe Recorder
of Hamilton County, Indiana, 675.28 feet to the POINT OF BEGINNING of this
description; the following twenty-two (22) courses being on and along the western and
southern boundaries of said Lakeside Park, Section One, (1) North 00 degrees 23
minutes 21 seconds West 158.83 feet to a point on a curve concave southerly, the radius
point of said curve being South 03 degrees 21 minutes 23 seconds West 365.00 feet
from said point; (2) easterly along said curve 34.80 feet to the point oftangency of said
curve, said point being North 08 degrees 49 minutes 10 seconds East 365.00 feet from
the radius point of said curve; (3) North 08 degrees 21 minutes 03 seconds East 70.00
feet to a point on a curve concave southwesterly, the radius point of said curve being
South 08 degrees 44 minutes 39 seconds West 435.00 feet from said point; (4)
southeasterly along said curve 244.39 feet to the point oftangency of said curve, said
point being North 40 degrees 56 minutes 03 seconds East 435.00 feet from the radius
point of said curve; (5) South 49 degrees 03 minutes 58 seconds East 39.00 feet to a
point on a curve concave northerly, the radius point of said curve being North 40
degrees 56 minutes 01 seconds East 50.00 feet from said point; (6) easterly along said
curve 44.49 feet to the point of tangency of said curve, said point being South 10
degrees 02 minutes 36 seconds East 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 10 degrees 02 minutes 36 seconds East 85.00 feet from said
point; (7) easterly along said curve 19.18 feet to the point of tangency of said curve,
said point being North 02 degrees 53 minutes 02 seconds East 85.00 feet from the
radius point of said curve, said point also being the point of curvature of a curve
concave northwesterly, the radius point of said curve being North 02 degrees 53
minutes 02 seconds East 50.00 feet from said point; (8) northeasterly along said curve
44.49 feet to the point of tangency of said curve, said point being South 48 degrees 05
minutes 36 seconds East 50.00 feet from the radius point of said curve; (9) North 41
degrees 54 minutes 25 seconds East 188.37 feet to the point of curvature of a curve
concave westerly, the radius point of said curve being North 48 degrees 05 minutes 35
seconds West 265.00 feet from said point; (10) northerly along said curve 214.80 feet to
the point of tangency of said curve, said point being North 85 degrees 27 minutes 51
seconds East 265.00 feet from the radius point of said curve; (11) North 89 degrees 50
minutes 54 seconds East 491.41 feet; (12) North 58 degrees 54 minutes 31 seconds East
237.23 feet; (13) North 70 degrees 36 minutes 48 seconds East 86.38 feet; (14) North
11 degrees 24 minutes 44 seconds West 118.86 feet; (15) North 78 degrees 35 minutes
16 seconds East 46.74 feet to the point of curvature of a curve concave southwesterly,
the radius point of said curve being South 11 degrees 24 minutes 44 seconds East 20.00
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feet from said point; (16) southeasterly along said curve 29.46 feet to the point of
tangency of said curve, said point being North 72 degrees 58 minutes 38 seconds East
20.00 feet from the radius point of said curve; (17) North 72 degrees 01 minutes 36
seconds East 50.01 feet; (18) South 75 degrees 27 minutes 37 seconds East 173.24 feet;
(19) South 19 degrees 00 minutes 26 seconds East 371.42 feet; (20) South 04 degrees
21 minutes 22 seconds West 137.77 feet; (21) South 40 degrees 22 minutes 34 seconds
West 177.83 feet; (22) South 00 degrees 23 minutes 21 seconds East 43.38 feet to a
point on the South line of said Southeast Quarter; thence South 89 degrees 36 minutes
39 seconds West along said South line 1,617.40 feet to the place of beginning,
containing 15.838 acres, more or less. Subject to all legal highways, rights-of-ways,
easements, and restrictions of record.
S:41760S2/LEGAL/S2-PLAT
October 8, 2002
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UTILITY SUMMARY FOR THE LAKESIDE PARK SUBDI I SI~ 4 2~~ ~i
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Electric A, ~-I
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Electric service will be provided by Cinergy. The development will be served by eXls~ J c('W
power service within the area of the subj ect site along 13151 Street and 14151 Street.
Telephone
Telephone service will be provided by Ameritech. The development will be serviced by
existing telephone facilities along 13151 Street and 14151 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 1261h Street and extend a gravity line northerly from the lift
station along J.W. Brendle Drain to 13151 Street. From that point, it will continue North
following a line near the West line ofthis 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 ofthe site flows southeasterly and ultimately flows to the East arm ofthe J.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 corner 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 1361h 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 13151 Street and Towne Road and also will extend West along
14151 Street. The exact route and size will be determined by Indiana Gas.
S:\41760\Legal\U1ilitySummary
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9.6 THE SUBDIVIDER ~ Nav 4 2002 (;/
The following agreement shall be included as a submittal with the final plat (PY)icate~~s ri>7
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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 s\1oulders 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 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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DEVEL PER Ray Roehl ng
November 4, 2002
DATE
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LETTER OF TRANSMITTAL
STOEPPELWERTH & ASSOCIATES, INC.
9940 AlIisonville Road
Fishers, Indiana 46038-2005
Phone (317) 849-5935
FAX (317) 849-5942
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~.y RECEIVED ~)
7'\ NOV 4 2002 -_
~ DOCS ~
~ JCS );
JOB NUMBER: 41 '>- 8 ~
DATE:
November 4, 2002
TO:
Department of Community Services
1 Civic Square
Carmel, Indiana 46032
ATTENTION:
Jon Doboiewicz
RE:
Lakeside Park, Section 2
WE ARE SENDING YOU [ X ] UPS [ ] Courier
] Other:
COPIES SHEET DESCRIPTION
NO.
2 Sets Construction Plans
2 Secondary Plat
1 Utility Summary
1 Subdivider Agreement Form
1 Plat Application with Description
1 Transmittals to Agencies
THESE ARE TRANSMITTED as checked below:
] For Approval
[ X ] As Requested
] For Review and Comment
X] For Your Use
REMARKS:
Edward E. Fleming
Cc: Ray Roehling
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