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APPLICATION FOR SECONDARY PLAT OR REPLA T
Fee: $500.00
Date:
May 17, 2001
Docket #:
D~
The undersigned agrees that any construction, reconstruction, enlargement, relocation of alteratio cture, 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:
Meridian Mile Associates
Phone # 317-573-6102
Address of Applicant: 11711 N. Pennsylvania Street
Name of Subdivision: Meridian Mark
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres) 8.07
Number of Lots: 3
Length of miles of new streets to be dedicated to public use: 0
Surveyor certifying plat:
Richard Miller, PLS
Surveyor's address and phone#: The Schneider Corp. 8901 Otis Ave. Indianapolis, IN 46226 317-826-7100
Signature of Applicant: ~ ~ (Printed) Michael Wells
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TITLE:
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STATE OF INDIANA
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County of _t1a.rni l1en
Before me, the undersigned, a Notary Public for ~ County, State of Indiana, personally appeared Ml th1r.l tJtlls
and acknowledge the execution of the foregoing instrument this /1 (h Day of ~ 2001 .
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Notary Public 'Rc. ~o.hnc W. rJ'!;;D 1"1
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My Commission Expires:
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5.1.10 Application for Secondarv 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 a~d 'the .:::'
application fee as indicated in Section 29.6 of the Zoning Ordinance. . ~ / ~-'-
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Additional plans to be distributed to necessary authorities by applicant.
Fee: $
Received by:
C:\WINDOWS\Temporary Internet Files\OLKD344\APPLlCATION FOR SECONDARY PLAT OR REPLAT.doc
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LAND DESCRIPTION
Part of the Southwest Quarter of Section 35, Township 18 North, Range 3 East in H
Indiana, being more particularly described as follows:
Commencing at the Southeast corner of said Southwest Quarter Section; thence No
minutes 40 seconds West (assumed bearing) along the East line of said Southwest Qu
distance of 1266.71 feet to a P.K. Nail and the Beginning Point; thence continuing No
minutes 40 seconds West along the said East line, a distance of 789.62 feet to a P.K. Nail;
degrees 54 minutes 20 seconds West a distance of 586.61 feet to a 5/8" rebar with yellow cap
limited access right-of-way line of U.S. #31; thence South 00 degrees 04 minutes 52 seconds East along the
said East limited access right-of-way line a distance of 406.10 feet to a 5/8" rebar with yellow cap marked
"Schneider Engr. Corp."; thence North 89 degrees 54 minutes 20 seconds East a distance of75.20 feet to a
5/8" rebar with yellow cap marked "Schneider Engr. Corp. "; thence South 45 degrees 05 minutes 40
seconds East a distance of267.30 feet to a 5/8" rebar with yellow cap marked "Schneider Engr. Corp.";
thence North 89 degrees 54 minutes 20 seconds East a distance of 47 .99 feet to a P.K. Nail; thence South
45 degrees 05 minutes 40 seconds East a distance of275.07 feet to a P.K. Nail; thence North 89 degrees 54
minutes 20 seconds East a distance of 80.00 feet to the Point of Beginning, containing 8.070 acres, more or
less.
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SUBDIVIDER AGREEMENT FORM
Project:
Meridian Mark
9.6 THE SUBDIVIDER
The following agreement shall be included as a submittal with
AGREEMENT
The developer shall be responsible for any drainage problems i water,
flooding and erosion control, which arise or become evident 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
created, subsequent to the completion
grading by individual builders, or
accomplished by individual homeowners.
shall not, however, include problems which are
of the subdivision improvements by the improper
structures and improper grading installed or
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 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
(Y\ (~2-L \.0 LvGtL-S
W~~rl~CY1
DAT~~ ''11 2-00 I
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