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APPLICATION FOR SECONDARY PLAT OR (REI~LA T)
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Fee: $802.00. Dlus $107.00 oer lot OR ($267.00 plus $107.00 pcr lot)
DATE: 12/07/06
DOCKET #
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, See. 1, et. seq. General Assembly of the State of Indiana, and all Acts amendatory thereto.
Name of Applicant: Brenwick TND Communities, LLC
Phone # 317-574-3410
Fax # 317-574.3919
Address of Applicant: 12821 E New Market Slreet, Suite 200, Carmel, IN 46032
N f 0 Brenwick TND Communities, LLC
ame 0 wner:
Name of Subdivision: Village of WestClay Section 6003"A
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres): 2.923
Number of Lots: 1
0,052
Length in miles of new streets to be dedicated to public use:
S rt'fy' I t Edward D, Giacoletti
urveyor ce I Ing P a :
S I dd d h # The Schneider Corp, Historic Fort Harrison, 8901 Otis Ave, Indianapolis, IN 46216, 317-826-7100
Urveyor s a ress an pone
Signature of A (Print) Ar D '1 WfZtJ
TITLE:
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STATE OF INDIANA
County of ~'II-tM
Sefor er i ned a Notary Public for ~ i } ~ County, State of Indiana, personally appeared and
ackno ~~e execu j:iR e ng instrument this 10 day of pr:' f..f' m Il e { , 20 () (~ .
1';~~':"':" HamlrlonCourrty ~
;':>>;-.""'-.:,;,/ My Commission EXPireS(j ~ (Y
""~#.!:i?>" October 6 2007 /
, Y
Notary Public . (0 bo)<
My Commission Expires:
5.1.10 Application for Secondary 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
and the application fee as indicated in Section 29.6 of the Zoning Ordinance.
S5:
Additional plans to be distributed to necessary authorities by applicant.
FEE:
Received By:
S:IFORMS\PC Applications - currentlSecondary Plat 2006.doc
Revised 01/03/2006
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SUBDIVIDER AGREEMENT FORM
Project:
Village of WestClay Section 6003-A
9.6 THE SUBDIVIDER
The follow~ng agreement shall be included as a submittal with the final plot application
AGREEMENT
The developer shall be responsible for any drainage problems including standing water,
flooding and erosion control, which ar~se or become evident at any time during the 3
year ma~ntenance period after release of subdivision bonds, and which is attributable to
a deficiency in subdivision drainage des~gn or construction of drainage ~mprovements.
Th~s shall ~nclude all pipes, structures, swales, ditches and ponds which are pertinent
features to the proper drainage of the subd~v~s~on.
Th~s 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 o.r sub-surface water problem which was not contemplated in the
or~g~nal approved subdivision design, including, but not restricted to, disposal of sub-
surface water from footing drains of indiv~dual lots.
ROAD IMPROVEMENTS: The typical agreement of existing contiguous Hamil ton County Roads
which are substandard, with Hamilton County is: None
The developer will put in 12-~nch stone base to the requ~red width of the road, and
grade the shoulders to a minimum of 6 feet width and construct proper s~de-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 b~nder
asphal t after which the developer w~ll be responsible for 1 inch of asphal t topping.
This ~s 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
~ncluded. 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 ma~ntenance
and operation the improved road facility upon completion of said improvements and
completion of annexation.
~~~----.
WITNESS Brandon Burke, F.E.
Project Manager
The Schneider Corporation
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DEVELOPER Andy Kern
Project Manager
Brenwick Development Co.
agent of Brenwick TND Communit~es, LLC
December 7, 2006
DATE
N:\1238\056\docs\subdivider.doc
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Land Description
Primrose School Parcel
Part of the Southeast Quarter of Section 29, Township 18 North, Range 3 East of the
2nd Principal Meridian, Clay Township, Hamilton County, Indiana, described as
follows:
COMMENCING at the Northeast Corner of said Southeast Quarter Section; thence
South 89 degrees 13 minutes 03 seconds West (bearings based on Indiana State
Plane Coordinates, East Zone) along the North Line of said Southeast Quarter
Section a distance of 949.01 feet to the BEGINNING POINT; thence South 00
degrees 46 minutes 57 seconds East a distance of 50.00 feet; thence South 44 degrees
30 minutes 32 seconds West a distance of 49.75 feet; thence South 00 degrees 11
minutes 59 seconds East a distance of 188.47 feet; thence South 89 degrees 44
minutes 14 seconds West a distance of 460.92 feet; thence North 00 degrees 00
minutes 53 seconds West a distance of 269.30 feet to the North Line of the said
Southeast Quarter Section; thence North 89 degrees 13 minutes 03 seconds East
along the said North line a distance of 494.57 feet to the BEGINNING POINT,
containing 2.923 acres, more or less.
N :\1238\056\docs\LandDesc Primrose School Parcel.doc
Edg 8/31/06
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Vll.LAGE OF WEST CLAY -PRIMROSE SCHOOL
Report on Water Distribution, Sanitary Sewer and Stonn Sewer System
1. Water Distribution
The potable water to the site will be provided by the City of Cannel Water Ulilities. Connection onto the existing
main will be made at the following location:
· A water service lateral will be extended to the site from an existing 20" watennain10eated along the south
side of 13] st Street.
Approval for the extension of water mains will be required from the Indiana Department of Environmental
Management, and all mains will be designed and installed in accordance with the City of Carmcl Utility rules and
regulations.
2. Sanitary Sewer
Sanitary sewer effluent for the site will be accepted by thc Clay Township Regional Waste District (CTRWD). A lift
station is proposed along the Eastern boundary of the site which will pump eflluent via a force main into the existing
] 8" interceptor located in Springmill Road.
Two additional lift stations are proposed within the Village of West Clay to serve areas which cannot be served by
gravity sewers. One will be placed within the common area located along Hoover Road, South of the Claridge Farm
entrance. It will scrve the Southern third of the project, and will pump North into the gravity system described
above. The station is temporary in nature, and will be taken off line upon extension of the interceptor proposed to
the South and East shown in the CTRWD's master plan.
The second station is also temporary, and is located along the project's Westernmost boundary near 126th Street.
The station will also pump to the gravity sewers to the East, and it serves the portion ofthc project located West of
Tov:ne Road.
Primrose School will extend an 6" sanitary lateral to their Hlcility from an existing 8" sanitary main constructed with
the Village of West Clay Moultrie Street construction plans.
Approvals for the design and construction of the sanitary sewers must also be obtained, from CTR WD, it's
consultant and from the Indiana Department of Enviromnental Management.
3. Storm Sewer
The surface runoff on the site will be conveyed by a system of swales and pipes to a network of retention lakes
within the Village of West Clay. In accordance with thc requirements of the Hamilton County Surveyor's
requirements, the retention lakes will provide storn1 water management control in order to restrict the discharge rates
onto the site's various outfall points. The discharge points for the site are as follows:
I!I Elliot Creek; which traverses the site along the Northern third, then crosses 131 Sf Street and leaves the site
just East of the existing 8.5 acre lake on the Perez parcel.
Il!!I Claridge Farms Legal Drain; which was sizcd per the County Surveyor's calculations, to accept a 146 acre
drainage area that lies within the boundary of the Village of West Clay. Connection onto the Claridge Farm
drain \'iill be made at an existing 36" concrete pipe just South of the cxisting mound bordering the Perez
property, and will address drainage problems evident at that location.
. Clay Creek; Which traverses the site along the Southern third, then crosses Hoover Road near the proposcd
common area South of Claridge Farm entrancc.
11/ Brendle Legal Drain; which flows along the site's Western boundary, then crossed 126th Street West of
N:\ 123 R\056\docs\sewrepl1.doc
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Towne Road.
Primrose School stormwater runoff will be directed into the Village of West Clay regulated drainage system. The
School will Utilize a portion of the JW Brendle regulated stann sewer currently routed through their parking lot to
convey runotTinto the VOWC pond system for detention purposes. In addition, water will be directed to the pond
via overland flow into existing adjacent swales and storm sewer systems, a portion of their playground area will
capture water through a small yard drain system. The reconstructed regulated drain, pond system, and perimeter
stonn system was constructed with the Village of WestClay Section 600 1 .
It is the intent that all main stann sewer lines and all lines interconnecting lakes and serving as outlet points be
petitioned to be accepted by the County Surveyor as regulated drains. A limited portion of the stom1 sewers that
serve to drain rear and side yards may remain within the maintenance jurisdiction ofthe project's homemvner's
association; however, most storm sewers and all retention lakes will be maintained by the County Surveyor.
Subsurface drains, or pavement base drains, are proposed to be installed under the street curbs, in order to provide an
outlet point to home sump pumps, and in order to intercept groundwater seepage before reaching and compromising
the pavement stability.
4. Erosion Control
During all phases of the construction the Site General. Contractor and a1l. Subcontractors shall exercise measures to
prevent the erosion of soils due to the action of water and wind. All erosion and sediment control measures shall be
implemented prior to earth moving activities.
Sediment in run-off water shall be trapped by the use of such methods as debris basins, siltation sumps and silt
fences until the disturbed area is stabilized. These shall be in place before any land alterations/grading.
Trapping devices shan be periodically inspected during dry periods and after each rainfall event by the Site
Contractor. Trapping devices shall be replaced if determined to be incapable ofperfOlming intended function of
sediment trapping.
The Contractor shan have available on the construction site a water source capable of applying water to dry exposed
soil in order to prevent wind erosion. The application rate and manner shall be such that soil moisture is attained and
no surface run-off is created.
N:\ 1238\056\docs\sewreprt doc
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December 7, 2006
Mr. Dick Hill
Assistant Director, Department of Engineering
One Civic Square
Carmel, IN 46032
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Re: The Village of WestClay Section 6003-A
Dear Dick,
Please consider this a formal regllest to be placed on the agenda of the December 20th
Board of Public Works meeting regarding plat approval for the above referenced project.
If YOLl have any questions or should require further information please feel free to contact
me at 574-3400. .
Sincerely,
BRENWICK DEVELOPMENT COMPANY, INC.
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Andy Kern
Project Manager
EncloSllres: 2 paper copies of plat.
Cc: Matt Griffin
M:\shared\Operations\ WestClay\ W"stClay U ptGwn\PriI11Lose\biIlO.l2D706.cto(:
'1'2821 E. New Market St. Suite 200 .. Carmel,. Indiana 46032 . 317.574.3400 · 317.574.3919 Fax
brenwick@br;>nwickxom http://www.brerlwick.COlll
BREN
ICK~
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BRENWICK DEVELOPMENT COMPANY, INC.
12821 East New Market S1. Suite 200
Carmel, Indiana 46032
Telephone:
Fax:
317-574-3400
317-574-3919 ~
TRANSMITT AL
----~---~-----~---------~--------------~------~---~----~~~-------~.
TO: Matt Griffin
Co.: City of Carmel
One Civic Square
Carmel, IN 46032
FROM: Andy Kern
DATE:
PROJECT:
RE:
FAX No.
TELEPHONE No.
December 8,2006
WestClay
Section 6003-A Plat
WE ARE SENDING YOU:
o Faxed
Total pages, including cover sheet
Attached via: 0 Mail D Fed Ex D UPS D Courier D Pick up ~ Other
# Co ies
1
Revision Date
Descri tion
Mylar of Secondary Plat for Section
6003-A
Paper copies of Secondary Plat tor
Section 6003-A
Co of Re uest Letter to Mr. Hill
Subdivider Agmt Form, Sec. Plat
A ., Land Descri tion, Utilit Re art
3
1
1
THE ABOVE ARE TRANSMITTED as checked below:
[SJ For Approval
D For your use
D As requested
D
D
D
For review and comment
FOR BIDS DUE
Other:
REMARKS:
Please call with any questions you may have.
COpy TO: File
If enclosures are not as noted, kindly notify us at once
OperationSlfotmS/iransmitta r iuml. doc
Updated 61141Q4
/
TO:
Alexia Donahue-Wold
City of Carmel - DOCS 3rd Floor
One Civic Square
Carmel, IN 46032
DATE:
JOB#:
PROJECT:
RE:
Schneider
Historlt: Fort Harrison 89D1 Otis I\venue In(%,.ilPck~. IN 462:L6-103i
TRANSMITTAL
FROM:
FAX:
Brandon T. Burke, PE
3178267300
DIRECT DIAL: 3178266403
WE ARE SENDING YOU:
o Attached Via: D Mail D Fed Ex l2J UPS D Courier D Pick Up D Other
# Copies Date Description
1 2 Paper, 1 Mylar: VOWC Section 6002 Replat Lots 973,974,975,978,979 and 980 Recorded Plat
1 2 Paper, 1 Mylar: VOWC Section 6003-A Recorded Plat
1 CD: Containing PDF and Autocad base file in stateplane cords.
I
THE ABOVE ARE TRANSMITTED as checked below:
o For approval
o For your use
l2J As requested
D For review and comment
D FOR BIDS DUE
o Other
REMARKS:
COpy TO: file
If enclosures are not as noted, kindly notify us at once.
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