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Griffin, Matt L
Subject:
Griffin, Matt L
Friday, January 06, 2006 3:27 PM
DeVore, Laura B
'Brandon Burke'; Brennan, Kevin S; Brewer, Scott I; Conn, Angelina V; Hancock, Ramona B;
Hollibaugh, Mike P; Holmes, Christine B; Keeling, Adrienne M; Littlejohn, David W; Morrissey,
Phyllis G; Tingley, Connie S
Docket No. Assignment: (SP) Village of Westclay Section 150001 (06010010 SP)
From:
Sent:
To:
Cc:
I have issued the necessary Docket Number for (SP) Village of Westclay Section 150001. It is the following:
Docket No. 06010010 SP: Village of Westclay Section 150001
SP Application Fee:
$103 per lot X 15
$772.50
$1,545.0
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$2,317.5
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Total Fee:
Docket No. 06010010 SP: Village of Westclay Section 150001
The applicant seeks to plat 15 lots on 9.28 acres.
The site is located at SE corner of W. 131 st St. and Horseferry Rd. and is zoned PUD.
Filed by Brandon Burke of the Schneider Corp. for Brenwick TND Communities, LLC.
Petitioner, please note the following:
1. This item will be on the January 18, 2006, agenda of the Technical Advisory Committee (TAC).
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 on or before January 18, 2006. Failure to do so will result in this application being
tabled to the February 15, 2006, Technical Advisory Committee Meeting.
5. This item will be reviewed administratively.
PETITIONER: refer to your instruction sheet for more detail.
Mr. Burke can be contacted at 317.826.7100 (fax: 317.826.7200).
Matthew Griffin, AICP
Planning Administrator
Department of Community Services
City of Carmel
One Civic Square
Carmel, IN 46032
P 317.571.2417
f 317.571.2426
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Date:
12-29-05
Docket #:
s.p
The undersigned agrees that any construction, reconstruction, enlargement, relocation of 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:
Brenwick TND Communites, LLC
Phone # (317) 574-3400
Address of Applicant: 12821 E. New Market Street S-200, Carmel, IN 46032
Name of Subdivision: Village of West Clay Section 15001
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres) 9.285
Number.of Lots: 15
Length of miles of new streets to be dedicated to public use: 0.23
Surveyor certifying plat:
Edward D. Giacoletti
Surveyor's address and phone#:
Signature of Applicant:
(Printed) Keith Lash
TITLE: Vice President 0
ent of Brenwick TND Communities, LLC
STATE OF INDIANA
SS
County of .(/ (J m / II c n
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Before me, the undersigned, a Notary Public for /Je ft.; .. , '( {( <,. County, State of Indiana, personally appeared K p /'{.. J.. t. ~ s "-
and acknowledge the execution of the foregoing instrument this P< 'f d. Day of [)", ~ e n.f. 6 e..... 2005.
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Notary Public \ A" . IAA II '" fc'"
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5.1.10 Aoolication 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 applicati [Land the
application fee as indicated in Section 29.6 of the Zoning Ordinance. t1.<Q) I:2.X I
My Commission Expires:
Received by:
Additional plans to be distributed to necessary authorities by applicant.
Fee: $
N:\1238\1501\docs\SECONDARY PLAT.doc
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" Land Description
Village of Westclay . Section 15001
A part of the Southeast Quarter of Section 28, Township 18 North, Range 3 East, Clay
Township, Hamilton County, Indiana, described as follows:
Commencing at the Northeast comer of the said Southeast Quarter; thence South 89 degrees
15 minutes 12 seconds West along the north line of said Southeast Quarter a distance of
1089.89 feet to the Point of Beginning; thence South 00 degrees 44 minutes 48 seconds East
a distance of 50.00 feet; thence South 47 degrees 18 minutes 14 seconds East a distance of
151.31 feet to a non-tangent curve to the left having a radius of 125.00 feet the radius point of
which bears South 47 degrees 18 minutes 14 seconds East; thence southwesterly along said
curve an arc distance of 32.92 feet to a point which bears North 62 degrees 23 minutes 33
seconds West from said radius point; thence South 27 degrees 36 minutes 27 seconds West a
distance of 10.95 feet; thence South 57 degrees 57 minutes 21 seconds East a distance of
231.67 feet; thence South 31 degrees 49 minutes 34 seconds West a distance of 132.86 feet;
thence South 53 degrees 07 minutes 28 seconds West a distance of 308.71 feet; thence South
56 degrees 03 minutes 45 seconds East a distance of 26.97 feet to a point on a tangent curve to
the left having a radius of 650.00 feet, the radius point of which bears North 33 degrees 56
minutes 15 seconds East; thence southeasterly along said curve an arc distance of 15.22 feet to
a point which bears South 32 degrees 35 minutes 44 seconds West from said radius point;
thence South 32 degrees 35 minutes 44 seconds West a distance of 50.00 feet; thence South
27 degrees 25 minutes 25 seconds West a distance of 165.10 feet; thence South 41 degrees 42
minutes 36 seconds West a distance of 56.74 feet; thence North 37 degrees 27 minutes 31
seconds West a distance of 44.91 feet; thence North 51 degrees 46 minutes 52 seconds West a
distance of 45.36 feet; thence North 63 degrees 14 minutes 18 seconds West a distance of
47.38 feet; thence North 72 degrees 28 minutes 36 seconds West a distance of 121.35 feet;
thence North 78 degrees 02 minutes 45 seconds West a distance of 233.16 feet to an eastern
line of Village of West Clay Section 10009 as recorded in Instrument #199909971387 in Plat
Cabinet 2, Slide 371, in the Office of the Recorder of Hamilton County, Indiana (thence the next
15 courses along the easterly lines of said plat), said point being on a non tangent curve to the
left having a radius of 426.00 feet, the .radius point of which bears North 78 degrees 02 minutes
45 seconds West; 1) northerly along said curve an arc distance of 87.01 feet to a point which
bears South 89 degrees 44 minutes 55 seconds East from said radius point; 2) North 00
degrees 15 minutes 05 seconds East a distance of 80.88 feet to a point on a tangent curve to
the right having a radius of 25.00 feet, the radius point of which bears South 89 degrees 44
minutes 55 seconds East; 3) northerly, northeasterly and easterly along said curve an arc
distance of 42.62 feet to a point which bears North 07 degrees 55 minutes 52 seconds East from
said radius point; 4) North 07 degrees 55 minutes 52 seconds East a distance of 50.00 feet; 5)
North 82 degrees 04 minutes 08 seconds West a distance of 13.48 feet to a point on a tangent
curve to the right having a radius of 25.00 feet, the radius point of which bears North 07 degrees
55 minutes 52 seconds East; 6) westerly, northwesterly and northerly along said curve an arc
distance of 35.92 feet to a point which bears North 89 degrees 44 minutes 55 seconds West
from said radius point; 7) North 00 degrees 15 minutes 05 seconds East a distance of 177.67
feet; 8) South 89 degrees 44 minutes 55 seconds East a distance of 168.91 feet; 9) South 32
degrees 05 minutes 01 seconds East a distance of 50.00 feet; 10) South 77 degrees 58 minutes
17 seconds East a distance of 43.40 feet; 11) North 75 degrees 13 minutes 43 seconds East a
distance of 42.10 feet; 12) North 64 degrees 07 minutes 18 seconds East a distance ~1\i1'~:~O".
feet; 13) North 24 degrees 31 minutes 07 seconds East a distance of 72.95 feet;' 9 ,,;Z.ll;
degrees 40 minutes 11 seconds West a distance of 127.07 feet; 15) North 00 d s 44 ">
minutes 48 seconds West a distance of 45.00 feet to the north line of said So ast QUli\~{; "f}.
thence North 89 degrees 15 minutes 12 seconds East along said north line a anc~.., 1 fg.~t9," -"
feet to the Point of Beginning, containing 9.28 acres, more or less. G -i'0 <::.0 r'"
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SUBDIVIDER AGREEMENT FORM
Project:
Village of WestClay Section 15001
9.6 THE SUBDIVIDER
The following 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 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 responsibili ty of the developer
created, subsequent to the completion
grading by individual builders, or
accomplished by individual homeowners.
shall. not, however, include probl.ems which are
of the subdivision improvements by the improper
structures and improper grading install.ed or
It is the intent of this requirement, that the developer shall., specificall.y, 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 I!{PROVEMENTS: 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
asphal t 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 facil.ity upon completion of said improvements and
completion of annexation.
~ - \\~ "'-,
WI Brandon Burke, P. E .
Project Manager
The Schneider Corporation
agent of
Kei th Lash
Vice President- Operations
Brenwick Development
Brenwick TND Communities,
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December 29, 2005
DATE
N:\1238\1501\docs\subdivider.doc
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VILLAGE OF WEST CLAY -15001
Report on Water Distribution, Sanitary Sewer and Storm Sewer System
1. Water Distribution
The potable water to the site will be provided by the Indianapolis Water Company. Connection onto the existing
main will be made at the following location:
. AnS" water main will be extended from it's current location at one point along the perimeter of the site
within existing section 10009 of the Village of West Clay at Horseferry Road and Beaufain Street. The new
8" main will be stubbed at two dead end streets within the project for future expansion to the east.
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 Indianapolis Water Company rules
and regulations.
2. Sanitary Sewer
Sanitary sewer effluent for the site will be accepted by the Clay Township Regional Waste District (CTRWD). A lift
station is proposed along the Eastern boundary of the site which will pump effluent via a force main into the existing
18" interceptor located in Springmill Road.
Two additional lift stations are proposed within the Village ofWestClay 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 serve the Southern third of the project, and will pump North into the gravity system descn"bed
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 126tb Street.
The station will also pump to the gravity sewers to the East, and it serves the portion of the project located West of
Towne Road.
Proposed Section 15001 will connect to an existing 8" main located at the Southeast comer of Horseferry Road and
Beaufain Street in the existing section 10009.
Approvals for the design and construction of the sanitary sewers must also be obtained, from CTRWD, it's
consultant and from the Indiana Department of Environmental 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 ofWestClay. In accordance with the requirements of the Hamilton County Surveyor's
requirements, the retention lakes will provide storm 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:
. Elliot Creek; which traverses the site along the Northern third, then crosses 13151 Street and leaves the site
just East of the existing 8.5 acre lake on the Perez parcel.
. Claridge Farms Legal Drain; which was sized per the County Surveyor's calculations, to accept a 146 acre
drainage area that lies within the boundary of the Village ofWestClay. Connection onto the Claridge Farm
drain will be made at an existing 36" concrete pipe just South of the existing 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 proposed
common area South of Claridge Farm entrance.
N :\1238\ 150 1 \docs\sewreprt.doc
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. Brendle Legal Drain; which flows along the site's Western boundary, then crossed 126th Street West of
Towne Road.
The proposed Section 15001 will reconstruct the existing storm sewer pond outfall from the north adjoining pond in
Section 10009 to the south through the project to the existing Perez Pond. Additional storm sewer will discharge
into Elliot Creek in accordance with the updated Master Drainage Plan. The future section to the east will improve
Elliot Creek within that section providing for additional required detention of the this area.
It is the intent that all main storm 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 storm sewers that
serve to drain rear and side yards may remain within the maintenance jurisdiction of the project's homeowner'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 all Subcontractors shall exercise measures to
prevent the erosion of soils due to the action of water and wind. All erosion and sediment control nieasures 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 shall 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 of performing intended function of
sediment trapping.
The Contractor shall 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.
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Schneider
INDIANA
Corporate Headquarters
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216
Phone: 317.826.7100
Toll-Free: 866.973.7100
Fax: 317.826.7200
Lafayette Office
3725 Rome Drive
Park 26
Lafayette, IN 47905
Phone: 765.448.6661
Fax: 765.448.6665
Carmel Office
12821 E New Market Street
Suite 100
Carmel, IN 46032
Phone: 317.569.8112
Fax: 317.826.6410
Avon Office
Building 1000
5250 E US Highway 36
Suite 250
Avon, IN 46123
Phone: 317.745.9926
Fax: 317.745.9973
Merrlllvllle Office
9800 Connecticut Drive
Suite Bl-508
Merrillville, IN 46307
Phone: 219.644.3692
Fax: 219.644.3682
NORTH CAROLINA
Charlotte Office
2151 Hawkins Street
Suite 201
Charlotte, NC 28203
Phone: 704.333.8360
Fax: 704.333.8362
IOWA
ProMap Office
1531 Airport Road
Suite 2
Ames, IA 50010
Phone: 515.233.3311
Fax: 515.233.4575
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The Schneider Corporation
12821 E New Market Street, Suite 100 Carmel, IN 46032-7258 Phone: 317.569.8112 Fax: 317.826.6410
December 29,2005
Matt Griffin
Department of Community Services
One Civic Square
Carmel, IN 46032
RE: VILLAGE OF WESTCLAY, SECTION 15001
Dear Matt,
Please find enclosed the following materials related to the above referenced project:
1. 2 sets of the Secondary Plat and Site Construction Plans
2. Secondary Plat Application
3. Land Description
4. Subdivider Agreement
5. Sewer Report
6. Copies of letters to TAC members
The above referenced materials are for your review and suggestions with respect to
Secondary Platting. It is my understanding that this matter will be on the agenda of the
January 18,2005 Technical Advisory Committee meeting. In the interim, if you should have
any questions, or are in need of additional information, please feel free to contact me at your
convenience.
Sincerely,
THE SCHNEIDER CORPORATION
~ 0~_________
Brandon T. Burke, P.E.
Project Manager
Enclosure
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N:\ 1238\ 150 I \docs\Griffin 122905 .doc
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The following 16 record(s) match the information you entered. \J DWC ) ~ lSOO {
2C. CUCK ON THE PARCEL NUMBER OF INTEREST:
I Parcel Number ~ Property Address Deeded Owner
17-09- 28-0Q:.60-001.00J! lq3 1830 Beaufain St, CARMEL, IN 46032 Brenwick TND Communities llC
17-09- 28-00-60-002.000 lQy' 1822 Beaufain St, CARMEL, IN 46032 Brenwick TND Communities llC
17-09-28-00-60-003.000 lq 5 1814 Beaufain St, CARMEL, IN 46032 Brenwick TND Communities llC
17-09-28-00-60-004.000 ll{ lD 1806 Blythe St, CARMEL, IN 46032 Brenwick TND Communities llC
17-09-28-00-60-005.000 l q 1 1798 Blythe St, CARMEL, IN 46032 Brenwick TND Communities llC
17-09-28-00-60-006.000 \ qa 1790 Blythe St, CARMEL, IN 46032 Brenwick TND Communities llC
17-09-28-00-60-007.000 l 't ~ 1782 Blythe St, CARMEL, IN 46032 Brenwick TND Communities llC
17-09-28-00-60-008.000 '1,01 1783 Blythe St, CARMEL, IN 46032 Brenwick TND Communities llC
117-Q~2~.:-.P0-60-009,QQQ 207- 1791 Blythe St, CARMEL, IN 46032 Brenwick TND Communities llC I
117-09-28-00-60-010.000 '20 ~ 1799 Blythe St, CARMEL, IN 46032 Brenwick TND Communities llC
117:.Q2~2S:00-t>JHlU,QQQ 70Y 1803 Blythe St, CARMEL, IN 46032 Brenwick TND Communities llC
117-09-28-00-60-012.000 --z. C> S 1829 Beaufain St, CARMEL, IN 46032 Brenwick TND Communities llC
11Z::Q2:,2S:QQ:t>_Q::Q13~QQO 'lOlo 1821 Beaufain St, CARMEL, IN 46032 Brenwick TND Communities llC
117-09-28-00-60-014.000 701 1813 Beaufain St, CARMEL, IN 46032 Brenwick TND Communities llC
11Z:Q9.:-28:QQ:t>O-=-Q15.Jl.OO -Z ONII1805 Beaufain St, CARMEL, IN 46032 Brenwick TND Communities llC
117-09-28-00-60-016.000 "'2-01 111797 Beaufain St, CARMEl, IN 46032 I Brenwick TND Communities llC
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