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APPLlCATTON FOR SECONDARY PLAT OR REPLA T
Fee: 5500.00
DATE: 12/17/99
DOCKET #
6
The undersigned ag.-ees dlat any conslnJCclon. reconstruction. enlargement. relocatJon or alteratJon of struct r any change
in the use of land or stnJctJJr'Cs requested by t!lis application will comply with. and conforrn w. all applicable laws of Ule Slate of Indiana. and
the Zoning Ordinance of Carmel, Indiana. 1980. adopted under the authority of J\cts of 1979, Public Law 178, Sec. 1, et. seq. General
Assembly of the State of Indiana, and all Acts amendatory thereto.
Name of Applicant: Bremolick TND Commun_~~.~-=s, L.L.C.
Phone;; (317) 574-3400
Address of Applicant: 12722 Hamilton Crossing Blvd., Carmel, IN 46032
Name of Owner. Brenwick TND Communities, L.L.C.
Name of Subdivision: Village of WestClay,
Section 15003
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres): 5.025 Number of Lots: ~
Length in miles of new streets to be dedicated to public use:
0.1
Surveyor certifying plat:
Norm Hiselman, L.S.
TITLE:
Project Manager - The Schneider Corp. (Agent)
neider Corp. 12726 Hamilton Crossing Blvd. Cannel, IN 46032
74=JT97
Surveyor's address and phone fr
[Print]
Keith Lash, r.E.
Signature of Applicanl~ _
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STATE OF INDlANA
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County of Hamilton
My Commission Expires:
A r r i 1 ??, .....2DDB.u_
5.1.10 Aoplic2Dorl for Secondar,'..EIiii: T\".'u [;~) copies, or more if necess2r)', of the secondary plat 2nd Ule curlstruction plans.
logelhc;r \'lith supporting Gocumcn~, shall be suiy;:,:::ecJ W U1C Building Com"lisslonu \'lilh lhis appliciJtJor-, 2nd U1C cJi1pllccbon fee as
indicated in Seclion 29.5 of the ZOlllng Dr-dlnc!11CC
Additional plans w be dlc;u';(Jul.J:'[i trJ fle'Cf':;:;;;;'>, iJUUlOrities by appliccnc.
r=EE:
l=ieceived Gy:__~._.~.~.___.__
s\(orms\secplal.r, pp
rcvi:;ccJ 01/07/97
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LAND DESCRIPTION
WESTCLA Y SECTION 15003
12/17/99 DCC
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A part of the Southwest Quarter of Section 28, Township 18 North, Range 3 East,
Township, Hamilton County, Indiana, described as follows:
Commencing at the Southwest comer of the East Half of the Southwest Quarter of said Section
28, thence South 89 degrees 14 minutes 42 seconds West 164.63 feet to the Point of Beginning;
thence continuing South 89 degrees 14 minutes 42 seconds West 637.04 feet; thence North 62
degrees 32 minutes 46 seconds West 84.62 feet; thence South 89 degrees 14 minutes 42 seconds
West 235.0lfeet; thence North 00 degrees 08 minutes 09 seconds West 159.96 feet; thence North
89 degrees 51 minutes 51 minutes East 108.59 feet to a point on a non-tangent curve having a
radius of 39.00 feet, the radius point of which bears South 69 degrees 09 minutes 04 seconds
East; thence northeasterly along said curve an arc distance of 12.01 feet to a reverse curve having
a radius of25.00 feet, the radius point of which bears North 51 degrees 30 minutes 40 seconds
West; thence northeasterly along said curve an arc distance of 16.85 feet to a point of which
bears North 89 degrees 51 minutes 51 seconds East from said radius point; thence North 89
degrees 51 minutes 51 seconds East 50.00 feet; thence South 00 degrees 08 minutes 09 seconds
East 15.58 feet; thence South 88 degrees 40 minutes 53 seconds East 140.05 feet; thence North
00 degrees 08 minutes 09 seconds West 146.95 feet; thence South 87 degrees 21 minutes 46
seconds East 397.11 feet; thence South 00 degrees 08 minutes 09 seconds East 137.81 feet;
thence South 01 degrees 19 minutes 07 seconds West 50.00 feet; thence South 88 degrees 40
minutes 53 seconds East 120.65 feet; thence South 80 degrees 51 minutes 15 seconds East
122.62 feet; thence South 00 degrees 08 minutes 09 seconds East 113.69 feet to the Point of
Beginning containing 5.025 acres more or less.
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LAND DESCRIPTION
WESTCLA Y SECTION 15003
12/17/99 DCC
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A part of the Southwest Quarter of Section 28, Township 18 North, Range 3 East,
Township, Hamilton County, Indiana, described as follows:
Commencing at the Southwest comer of the East Half of the Southwest Quarter of said Section
28, thence South 89 degrees 14 minutes 42 seconds West 164.63 feet to the Point of Beginning;
thence continuing South 89 degrees 14 minutes 42 seconds West 637.04 feet; thence North 62
degrees 32 minutes 46 seconds West 84.62 feet; thence South 89 degrees 14 minutes 42 seconds
West 235.01feet; thence North 00 degrees 08 minutes 09 seconds West 159.96 feet; thence North
89 degrees 51 minutes 51 minutes East 108.59 feet to a point on a non-tangent curve having a
radius of39.00 feet, the radius point of which bears South 69 degrees 09 minutes 04 seconds
East; thence northeasterly along said curve an arc distance of 12.01 feet to a reverse curve having
a radius of25.00 feet, the radius point of which bears North 51 degrees 30 minutes 40 seconds
West; thence northeasterly along said curve an arc distance of 16.85 feet to a point of which
bears North 89 degrees 51 minutes 51 seconds East from said radius point; thence North 89
degrees 51 minutes 51 seconds East 50.00 feet; thence South 00 degrees 08 minutes 09 seconds
East 15.58 feet; thence South 88 degrees 40 minutes 53 seconds East 140.05 feet; thence North
00 degrees 08 minutes 09 seconds West 146.95 feet; thence South 87 degrees 21 minutes 46
seconds East 397.11 feet; thence South 00 degrees 08 minutes 09 seconds East 137.81 feet;
thence South 01 degrees 19 minutes 07 seconds West 50.00 feet; thence South 88 degrees 40
minutes 53 seconds East 120.65 feet; thence South 80 degrees 51 minutes 15 seconds East
122.62 feet; thence South 00 degrees 08 minutes 09 seconds East 113.69 feet to the Point of
Beginning containing 5.025 acres more or less.
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VILLAGE OF WESTCLAY SECTION 150'03 ~
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The developer shall be responsible fOl- any ara~nage peoblems "_nclu~~ 'l~
i;'9 sta;,ding ,-,ater. flooding and erosion contro~. which aris~yr -DOCS
become evident at an\' time during the 3 YC2..!: m~~nt:cn~ncc pcrl.o after
release' oEsuhdivisi~n bonds. and which is attributable to a
deficiency in subdivision drainage de~ign Oe construction .of
age improvements. This shall includc. all pipcs. structures.
ditches and ponds ",hich aee peetincnt features to thc peoper
age of the subdi vis ion..
r,GREEt1ENT
This responsibility of the devcloper shall not. hO\..JcveI:. include
problems ",hich are creatcd. subscqucnt to the completion of the
subdivision imprOVC17lcnt.s by t~lC ir:lprcpcr srading by individual
builders. or structures and improper grading illstallcd or acco~-
pi i shed ~:' 'i.nd i vidual hom~c'-'"e r s .
It is the intent of this rc=quirc",cnts. Ulat t:.,~ devclo?er shall.
specifically, provide such sl.;b-suz..facc drains. or stoCr.l scwer~
ditches as are required to propcrly eectify any drainagc peoblem
Oe sub-surface \..Jater proble'" ...:f,ich \-'as not contem?lated in the .
original approved subdivision design. including. but not restricted
to. cisposal of sub-surface \..Jatcr from footing drains of individual
lots.
ROAD H1PROVEHEI-lTS: The typical agreement fOl- c:-:istinc; contiguous
Hc.milton County Roads ",'hich are substandard. \..Jith H2.milton County
is: NONE
The ceveloper ,-,ill :::.:t in 12 inc'l stone base to tJ,e required \-'idth
of th'2 roaa, anc srade the shoulders to c.. l.iinir.-.um of G feet ......ieth
2nd construct proper 5ide-~itc11CS, or, provide ston~ sewers 2n~
curbs. This uill l)c U,C blac}: top gr2dc ~~ring const~uct:ior: of
s~:)Gi':ision. ThC!l ~he count:" 1,.:illCC;:iC in 2.!10 ~ut OU~ ~ inches
ana put.-.in 3. inc~ binaer .?~;~):~2..1.t a[t:cl: ......;lic:l tllc cc\rclopcr \,,'i11 be
ees,)onsible [01: lir.ch of 2.s;ohalt toppinc;. This is being done as
joi~t iJrojccts bet~cen cGunt~. ar,d ~evelo:)er. ^!~ 2srCC~~!lt 511211 be
e:-:ecuted. in ......::-iting, be t.....cc:... l!lC developer 2.nd E2..Jl.ilton Coun~'/
spec~ fieelly detciling the c:-:2.ct ....:or}: '':0 be 2.cCOT1;plishcd by l;;c
develope: and that to be 2.ccc;;ipli:::;hcc by the Count:::, c.nd sh2.1l also
stz.tc the road 0:"- r-oads or pOl-tions thereof .....,hieh 2rc includcc.
If the subdivision is conte!n?latcd to be annexed to the City or
Carmel. then the agreement shall include the City of Carmel Board
of Public Harks as a si9natol-y, \..Jhich shall be for the purpose of
the City of Cannel agreeing to accept for mainten2nce and operation.
the improved road facility upon completion of s2.id improvements
and completion of annexation.
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;~-l~ -SSK~i th -L~sh-:---P-.-E~-
G
C -Manager
Brenwick TND Communities, L.L.C.
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VILLAGE OF WEST CLAY ~
Report on Water Distribution, Sanitary Sewer and Storm Sewer Syo;
1. Water Distribution
The potable water to the site will be provided by the Indianapolis Water Company (IWC).
Connections onto the existing mains will be made at the following location:
. A 16" main will be extended from it's current location at the intersection of Ditch Road
and 13151 Street. The new 16" main will run along our site's frontage on 13151 Street, and
will be stubbed at our Westernmost boundary for future extension by others.
. A second 16" main will be tapped and extended from the West, from it's terminus within
the Laurel Lakes Subdivision on 1261h Street.
. A 12" main will be tapped and extended the Irsay Horse Arena on 136th Street.
. Another 12" main will be tapped within the existing Claridge Farm Subdivision, and a
12'i main will be extended through our site.
. An 8" main will be tapped at the Laurel Lakes Subdivision entrance on Towne Road.
Preliminary hydraulic computations have been completed by IWC, and working in conjunction
with our estimated development of each section within the Village of West Clay, we have
developed a plan that ensures adequate pressure for fire fighting capabilities at all times during
the build out and beyond.
Approval for the extension of every water main will be required from the Indiana Department of
Environmental Management, and all mains will be designed and installed in accordance with
IWC rules and regulation.
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 ofthe site which,
initially, will pump effluent via a force main into the existing lift station located in the
Claybridge Subdivision, East of Clay Center Road. Pursuant to discussions and as part of the
joint design with the CTRWD's consultant, Sam Moore and Associates, it is intended that as the
Village of West Clay builds out, the force main will be disconnected from the Claybridge lift
station and routed to an existing 18" interceptor located in Springmill Road.
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Two additional lift stations are proposed with the Village of West Clay to serve are hi~C 11 1999
cannot be served by gravity sewers. One will be placed within the development kno s HighDOCS
Grove which is located to the east of Hoover Road and south of Claridge Farms Deve ent.
The High Grove development shall have a gravity line extended to the eastern boundary
Village of West Clay for connection. It will serve 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 of the project located West of Towne Road.
Approvals for the design and construction of the sanitary sewers must also be obtained, in
addition to the CTRWD and it's consultant, 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 of West Clay. 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 ofthe 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 of West Clay.
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.
. Brendle Legal Drain; which flows along the site' s Western boundary, then crossed 126th
Street West of Towne Road.
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
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outlet point to home sump pumps, and in order to intercept groundwater seepage all re fi~~9
and compromising the pavement stability. .?\
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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 measures shall be implemented prior to earth moving activities.
The proposed detention area along with any swales shall be constructed first. The detention area
and outfall structure must be complete and operational prior to the placement of any impervious
surface.
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 awater 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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