HomeMy WebLinkAboutApplication
Babbitt, Pamela A
Subject:
Butler, Angelina V
Tuesday, September 07,20043:06 PM
Babbitt, Pamela A
Morrissey, Phyllis G; Pattyn, Dawn E; Tingley, Connie S; Hollibaugh, Mike P; Keeling,
Adrienne M; Kendall, Jeff A; Brewer, Scott I; Hancock, Ramona B; Dobosiewicz, Jon C;
Pohlman, Jesse M; Brennan, Kevin S; Griffin, Matt L; Mindham, Daren
Docket No. Assignment:(SP) Cherry Creek Estates, sec 6A & 6B (#04090006 SP & 04090007
SP)
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Pam,
Please print and fax this e-mail to the petitioner ide
the necessary Docket Numbers for (S
following:
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below and update the file. I have issued
6B. They will be the
Docket No. 04090006 SP : Cherry Creek Estates, Sec 6A -Secondary Plat
The petitioner seeks to plat 33 residential lots on 13.81 acres+/-.
The site is located northeast of Hazel Dell Pkwy and Cherry Tree Rd.
The site is zoned 8-1 Residence - Low Intensity.
Filed by William A. Bryant of 8toeppelwerth & Associates.
Docket No. 04090007 SP: Cherry Creek Estates, Sec 68 -Secondary Plat
The petitioner seeks to plat 45 lots on 14.031 acres+/-.
The site is located northeast of Hazel Dell Pkwy and Cherry Tree Rd.
The site is zoned 8-1 Residence - Low Intensity.
Filed by William A. Bryant of 8toeppelwerth & Associates.
Petitioner, please note the following:
1. These Items will be on the September 22 agenda of the Technical Advisory Committee.
2. Mailed and Published Public Notice does not need to occur.
3. Proof of Notice is not needed.
4. The Filing Fee must be paid before signing of the plat by the Director.
5. This Item will be reviewed administratively.
PETITIONER: refer to your instruction sheet for more detail.
Please contact Mr. Bryant at 849-5935 (Fax: 849-5942) with this information. Once the file is updated
please return it to Jon's office.
Thank you,
Angie
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The undersigned agrees that any construction, reconstruction, enlargement, relocation or 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: Platinum Properties, L.L.C.
Phone # (317) 818-2900
Address of Applicant: 9551 Delegate's Row, Indianapolis, Indiana 46240
Name of Owner:
Platinum Properties, L.L.C.
Name of Subdivision: Cherry Creek Estates, Sections 6B
Legal Description: (To be typewritten on separate sheet and attached).
Area (in acres): 14.031
Number of Lots: 45
Length (in miles) of new streets to be dedicated to public use: 0.38
Surveyor certifying plat: Curtis C. Huff - Stoeppelwerth & Associates, Inc.
Signature of Applicant:
TITLE: Project Manager
(Print) William A. Bryant
*****************************************************************************************************ST A TE 0 FIN DIANA,
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COUNTY OF Hamilton
Before me, the undersigned, a Notary Public for Hamilton County, State of Indiana, personally appeared
William A. Brvant and acknowledge the execution of the foregoing instrument this 2nd day of
Sentember , 2004
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5.1.10 Application for Secondary Plat. Two (2) copies, or more if necessary, of the seconda~lat\md ~ AL J E
construction plans. together with supporting documents, shall be submitted to the Building Commissio~r ~ tAtS' .... .I ~!
application and the application fee as indicated in Section 29.6 of the Zoning Ordinance. ~ .s-J;q..........~~~
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Additional plans to be distributed to necessary authorities by applicant. ~/""III"\~
FEE:
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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
September 2, 2004
JOB NUMBER: 4340SPLA-S6B
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Department of Community Services
One Civic Square
Carmel, Indiana 46032
Jon Doboseiwicz
Cherry Creek Estates, Section 6B
] UPS [ ] Courier [ ] Other:
Deliver
COPIES SHEET DESCRIPTION
NO.
2 Sets Construction Plans with Plat
1 Secondary Plat Application
1 Subdivision Agreement
1 Recorded Covenants
1 Storm Computations
1 Copy of Transmittals to Agencies
THESE ARE TRANSMITTED as checked below:
] For Approval
X] For Your Use
REMARKS:
Cc: Tim Walter
X ] As Requested
] For Review and Comment
William A. Bryant
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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 improvem~nts.
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 sulr
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 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 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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Cherry Creek Estates, Section 6B /SJ I?/' ~." '\:(.''.
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I, the undersigned Register~~ ~and Surveyor hereby certify that the inclu~i=\plat Ci ' (Fi~/) t:-:
correctl~ represents a subdIvIsIOn of p~ of the Northeast. Quarter of Sec.tIo\U:2~2, OOeS L~'/
To~ship 18 North, Range 4 East, HamIlton County, IndIana, more partIcul~~ )~/
descnbed as follows: '\,".))..,,<'~"/
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Commencing at the Northwest comer of the Southwest Quarter of said Quarter secti~n; -_/
thence South 00 degrees 07 minutes 35 seconds East 271.74 feet; thence North 89
degrees 37 minutes 03 seconds East 20.00 feet to the POINT OF BEGINNING; thence
continuing North 89 degrees 37 minutes 03 seconds East along said line, a distance of
1,298.05 feet; thence South 00 degrees 03 minutes 49 seconds East 957.14 feet; thence
South 52 degrees 01 minutes 59 seconds West 41.67 feet to the point of curvature of a
curve concave northerly, the radius point of said curve being North 37 degrees 58
minutes 01 seconds West 460.00 feet from said point; thence westerly along said curve
301.77 feet to the point of tangency of said curve, said point being South 00 degrees 22
minutes 48 seconds East 460.00 feet from the radius point of said curve; thence South
89 degrees 37 minutes 12 seconds West 4.57 feet; thence North 00 degrees 03 minutes
49 seconds West 588.03 feet; thence North 89 degrees 37 minutes 03 seconds East 2.89
feet; thence North 00 degrees 22 minutes 57 seconds West 172.50 feet; thence South 89
degrees 37 minutes 03 seconds West 458.03 feet; thence South 63 degrees 28 minutes
00 seconds West 70.56 feet to a point on a curve concave southwesterly, the radius
point of said curve being South 64 degrees 30 minutes 03 seconds West 175.00 feet
from said point; thence northwesterly along said curve 81.73 feet to the point of
tangency of said curve, said point being North 37 degrees 44 minutes 30 seconds East
175.00 feet from the radius point of said curve, said point also being the point of
curvature ofa curve concave easterly, the radius point of said curve being North 37
degrees 44 minutes 30 seconds East 20.00 feet from said point; thence northerly along
said curve 28.15 feet to a point on a curve, said point being North 61 degrees 37
minutes 14 seconds West 20.00 feet from the radius point of said curve; thence North
62 degrees 50 minutes 36 seconds West 50.01 feet to a point on a curve concave
northwesterly, the radius point of said curve being North 61 degrees 58 minutes 12
seconds West 20.00 feet from said point; thence southwesterly along said curve 25.72
feet to the point of tangency of said curve, said point being South 11 degrees 43
minutes 28 seconds West 20.00 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 11 degrees 43 minutes 28 seconds West 175.00 feet from said point; thence
westerly along said curve 36.20 feet to the point of tangency of said curve, said point
being North 00 degrees 07 minutes 35 seconds West 175.00 feet from the radius point
of said curve; thence South 89 degrees 52 minutes 25 seconds West 276.90 feet; thence
North 45 degrees 04 minutes 48 seconds West 36.63 feet; thence North 00 degrees 07
minutes 35 seconds West 215.61 feet to the place of beginning. Containing 14.031
acres, more or less, subject to all legal highways, rights-of-ways, easements, and
restrictions of record.
This subdivision consists of 45 lots numbered 274-310, 346-353 ( both inclusive) and 3
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Common Areas labeled C.A. #25 - C.A. #27 (both inclusive). The size of lots and width
of streets are shown in feet and decimal parts thereof.
Cross-Reference is hereby made to a survey plat prepared by
recorded as Instrument Number in the Office of the Recorder of
County, Indiana.
Cross-Reference is hereby made to a survey plat prepared by Stoeppelwerth &
Associates, Inc. in accordance with Title 865, Article 1, Chapter 12 of the Indiana
Administrative Code recorded as Instrument Number in the Office of the
Recorder of County, Indiana.
I, the undersigned, hereby certify that I am a Registered Land Surveyor, licensed in
compliance with the laws of the State of Indiana and that the within plat represents a
subdivision of the lands surveyed within the cross referenced survey plat, and that to the
best of my knowledge and belief there has been no change from the matters of the
survey revealed by the cross-reference survey on any lines that are common with the
new subdivision.
Witness my signature this
day of
, 2004.
S: \4 3405 S6B\Legal\Plat
September 1, 2004
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