HomeMy WebLinkAboutApplication
w
u
APPLICATION FOR SECONDARY PLAT OR REPLAT
Fee: $500.00
Date: September 4, 2001
Docket #: \ \, -c::> \ ~
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 Communities, L.L.C.
Phone # (317) 574-3400
Address of Applicant: 12821 E. New Market Street, Suite 200
Name of Subdivision: Village of West Clay, Section 6501-B
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres) 1.506
Number of Lots: 6
Length of miles of new streets to be dedicated to public use: 0.0
Surveyor certifying plat:
Richard H. Miller, L.S.
Surveyor's address and phone#: The Schneider Corp. 12821 E. New Market St., Suite 100,
Car e, N 46032
(317) 569-8112
Signature of Applicant:
(Printed) Keith Lash, P.E.
TITLE: Project Manager - T
******************************************************************************************************************************************
STATE OF INDIANA
SS
County of Hamilton
Before me, the undersigned, a Notary Public for Hamilton County, State of Indiana, personally appeared Keith lash
and acknowledge the execution of the foregoing instrument this 4th
My Commission Expires: April 22, 2008
, .
5.1.10 Application for Secondarv Plat Two (2) copies, or more if necessary, of the secondary plat and the constn.ictio'n
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. . -
'"'-
r-
. "
Additional plans to be distributed to necessary authorities by applicant.
Fee: $500.00
Received by:
\\CARMEL_NT1 \1085\1238\6501 \docs\6501-b\SECONDARY PLAT OR REPLA T APPL.doc
~
o
Legal Description:
Village of West clay - Section 6501-B
A part of the Southwest Quarter of Section 28, Township 18 north, Range 3 East, of the Second Principal
Meridian, Clay Township, Hamilton County, Indiana, being more particularly described as follows:
Commencing at the northeast comer of said Quarter; thence South 89 degrees 14 minutes 59 seconds West
along the north line thereof 940. 18 feet to the northwest comer of the Village of West Clay Section 10006,
the Secondary plat of which is recorded as Instrument Number 199909949853, Plat Cabinet 2, Slide 304, in
the Office of the Recorder of said County also being the northeast comer of the Village of West Clay
Section 10005, the Secondary Plat of which is recorded as Instrument Number 199909946966, Plat Cabinet
2, Slide 297, in said Office; thence South 00 degrees 08 minutes 09 seconds East along the boundary
between the two aforementioned sections 676.76 feet to the northwest comer of the Village of West Clay
Section 6501-A, the Secondary Plat of which is recorded as Instrument Number 200100038217, Plat
Cabinet 2, Slide 610, in said Office; (the following two courses are along the boundary of said Section
6501-A and along the boundary of said Section 10006) (1) thence South 82 degrees 47 minutes 45 seconds
East 96.19 feet; (2) thence South 69 degrees 03 minutes 22 seconds East 91.36 feet to the Point of
Beginning; (the following three courses are along the boundary of said Section 10006) (1) thence South 55
degrees 40 minutes 21 seconds East 91.36 feet; (2) thence South 42 degrees 17 minutes 19 seconds East
91.36 feet; (3) thence South 28 degrees 54 minutes 18 seconds East 91.36 feet; thence South 15 degrees 31
minutes 17 seconds East 255.20 feet to a non-tangent curve to the right, having a radius of974.00 feet, the
radius point of which bears North 07 degrees 19 minutes 08 seconds West; thence southwesterly along said
curve and along the boundary of the Village of West Clay, Section 3004, Village Center, Part 1, the
Secondary Plat of which is recorded as Instrument Number 199909965089, Plat Cabinet 2, Slide 345, in
said Office an arc distance of 122.11 feet to a point which bears South 00 degrees 08 minutes 09 seconds
East from said radius point; (the following three courses are along said boundary) (1) thence South 89
degrees 51 minutes 51 seconds West 56.17 feet; (2) thence North 00 degrees 08 minutes 09 seconds West
106.36 feet to a curve to the left, having a radius of253.00 feet, the radius point of which bears South 89
degrees 51 minutes 51 seconds West; (3) thence northwesterly along said curve an arc distance of274.78
feet to a point on the boundary of said Section 650 I-A which bears North 27 degrees 38 minutes 09
seconds East from said radius point; thence North 27 degrees 38 minutes 09 seconds East along said
boundary 139.00 feet to the Point of Beginning. Containing 1.506 acres, more or less.
J:\ 1238\6501 \docs\650 1-b\650 1 B _land _ description. doc
08/08/01 kdk
.,
~r
U)
w
~
DECLARATION GRANTING ROAD RIGHT OF WAY RECEIVED
~EP 12 2001
The undersigned, being the owner of the real estate legally described in th ~ached[)OCS
Exhibit "A", dedicates to the City of Carmel an additional fifteen foot (15') road rigli
the existing right of way of Meridian Comers Boulevard encumbering the above described
property. The right of way parcel is described in Exhibit "B." This dedication shall be effective
from and after its date of recording.
Dated this 11LJf- day of September 2001.
DECLARANT
i:2Jt2. '---~,
. Kaiser '
STATE OF INDIANA )
) SS:
COUNTY OF HAMIL TON )
SUBSCRIBED AND SWORN TO before me, a Notary Public in and for said County and
State, this 1.l!!:day of September, 200l.
wan~ c/ ~)
MY COMMISSION EXPIRES:
g' / IJJ200 0
COUNTY OF RESIDENCE:
Hamilton
This document was prepared by E. Davis Coots of the law firm of COOTS, HENKE, &
WHEELER, P.C., 255 East Carmel Drive, Carmel, Indiana 46032.
M:\Dec\kaiseraa. wpd\ 13664
,
;
Q)
Q
EXHIBIT A - LEGAL DESCRIPTION
A PART OF NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 18 NORTH,
RANGE 3 EAST, SECOND PRINCIPAL MERIDIAN, CLAY TOWNSHIP,
HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF THE NORTHWEST QUARTER OF
SAID SECTION 26; THENCE ON AN ASSUMED BEARING OF SOUTH 88
DEGREES 29 MINUTES 07 SECONDS WEST ALONG THE SOUTH LINE OF SAID
NORTHWEST QUARTER A DISTANCE OF 1368.92 FEET; THENCE NORTH 01
DEGREES 30 MINUTES 53 SECONDS WEST A DISTANCE OF 45.00 FEET TO
TEE SOUTHEAST CORNER OF LOT 2 OF THE P ARKS AT SPRINGMILL
RECORDED IN PLAT CABINET 2, SLIDE 341 IN THE OFFICE OF THE
RECORDER OF HAMIL TON COUNTY, INDIANA, SAID POINT ALSO BEING A
POINT ON A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF
3036.83 FEET; THE RADIUS POINT OF WHICH BEARS SOUTH 75 DEGREES
38 MINUTES 30 SECONDS EAST A DISTANCE OF 3036.83 FEET; THENCE
NORTHEASTERL Y ALONG SAID CURVE TO THE RIGHT AND ALONG THE EAST
LINE OF SAID PLAT AND ALONG THE SOUTHEASTERLY LINE OF LAND
DESCRIBED INSTRUMENT NUMBER 94-13389, CONCENTRIC WITH THE
NORTHWESTLYRIGHT-OF-WAY LINE OF U. S. HIGHWAY 31 (NORTH
MERIDIAN STREET) LS.H.C. PROJECT S.T.F. 222(9) 1973, AN ARC
DISTANCE OF 413.62 FEET TO THE NORTHEAST CORNER OF SAID LOT 3
AND THE POINT OF BEGINNING SAID POINT WHICH BEARS NORTH 67
DEGREES 50 MINUTES 18 SECONDS WEST FROM SAID RADIUS POINT;
THENCE CONTINUING NORTHEASTERL Y ALONG SAID CURVE AN ARC
DISTANCE OF 559.87 FEET TO A POINT WHICH BEARS NORTH 57 DEGREES
16 MINUTES 30 SECONDS WEST FROM SAID RADIUS POINT; THENCE
NORTH 48 DEGREES 11 MINUTES 06 SECONDS EAST A DISTANCE OF 1.73
FEET TO A POINT ON THE SOUTHEASTERLY RIGHT OF WAY LINE OF
MERIDIAN CORNERS BOULEVARD AS PER PLAT RECORDED IN PLAT CABINET
1, SLIDE 488 IN SAID RECORDERS OFFICE SAID POINT ALSO BEING A
POINT ON A NON-TANGENT CURVE HAVING A RADIUS OF 545.00 FEET,THE
RADIUS POINT OF WHICH BEARS NORTH 41 DEGREES 48 MINUTES 54 SECONDS
WEST (THE FOLLOWING FOUR COURSES ARE ALONG THE
SOUTHEASTERL Y RIGHT OF WAY OF MERIDIAN CORNERS BOULEVARD); (1)
THENCE SOUTHWESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 170.44
FEET TO A POINT WHICH BEARS SOUTH 23 DEGREES 53 MINUTES 46
SECONDS EAST FROM SAID RADIUS POINT; (2) THENCE SOUTH 66
DEGREES 06 MINUTES 14 SECONDS WEST A DISTANCE OF 199.95 FEET TO
A POINT OF CURVATURE TO THE LEFT HAVING A RADIUS OF 455.00
Exhibit A to Ordinance No. Z-364-01
I
EXHIBIT' ':/:;'~'7
;;~..~::~:,~~;Hfpl,~~
.r
,
Q
o
EXHIBIT A - CONT'D
FEET, THE RADIUS POINT OF WInCH BEARS SOUTH 23 DEGREES 53
MINUTES 46 SECONDS EAST; (3) THENCE SOUTHWESTERLY ALONG SAID
CURVE AN ARC DISTANCE OF 195.39 FEET TO A POINT WHICH BEARS
NORTH 48 DEGREES 30 MINUTES 00 SECONDS WEST FROM SAID RADIUS
POINT; (4) THENCE SOUTH 41 DEGREES 30 MINUTES 00 SECONDS WEST A
DISTANCE OF 3.99 FEET TO THE NORTHWEST CORNER OF SAID LOT 3 IN
THE PARKS AT SPRINGNITLL PLAT; THENCE SOUTH 47 DEGREES 29
MINUTES 40 SECONDS EAST ALONG THE NORTH LINE OF SAID LOT 3 A
DISTANCE OF 305.97 FEET TO THE POINT OF BEGINNING, CONTAINING
1.87 ACRES, MORE OR LESS.
Page 2 of Exhibit A to Ordinance No. Z 364-01
M:\Edc\chland. wpd13664
'"i"
15' Right-of-Way - Lan~escriPtion
o
A part of Northwest Quarter of Section 26, Township 18 North, Range 3 East of the Second
Principal Meridian in Clay Township, Hamilton County, Indiana, being described as follows:
Commencing at the southeast comer of said Quarter; thence South 88 degrees 29 minutes 07
seconds West (assumed bearing) along the south line of said Quarter a distance of 1368.92 feet;
thence North 01 degrees 30 minutes 53 seconds West a distance of 45.00 feet to the southeast
comer of Lot 2 of The Parks at Springmill, Section 9 recorded in Plat Cabinet 2, Slide 341 in the
Office of the Recorder of Hamilton County, Indiana, said point also being a point on a non-
tangent curve to the right having a radius of3036.83 feet, the radius point of which bears South
75 degrees 38 minutes 30 seconds East; thence northeasterly along said curve, also being the east
line of said plat, and along the southeasterly line of land described in Instrument Number 94-
13389, concentric with the northwesterly right-of-way line of U.S. Highway 31 (North Meridian
Street), I.S.H.C. Project S.T.F. 222(9) 1973, an arc distance of413.62 feet to a point which bears
North 67 degrees 50 minutes 17 seconds West from said radius point, said point being the
northeast corner of Lot 3 in said Parks at Springmill, Section 9; thence North 47 degrees 29
minutes 40 seconds West along the northeasterly line of said Lot 3 a distance of 290.97 feet to a
5/8"rebar with a yellow cap stamped "Schneider Firm #0001" (hereafter referred to as "rebar")
and the Point of Beginning; thence continuing N9rth 47 degrees 29 minutes 40 seconds West
along said northeasterly line of Lot 3 a distance of 15.00 feet to the northwest corner thereof and
being on the southeasterly right-of-way of Meridian Comers Boulevard as per plat recorded in
Plat Cabinet 1, Slide 488 in said Recorder's Office (the following four courses are along said
southeasterly right-of-way of Meridian Comers Boulevard); (1) thence North 41 degrees 30
minutes 00 seconds East a distance of 3.99 feet to a rebar at the point of curvature of a curve to
the right having a radius of 455.00 feet, the radius point of which bears South 48 degrees 30
minutes 00 seconds East; (2) thence northeasterly along said curve an arc distance of 195.39 feet
to a rebar bearing North 23 degrees 53 minutes 46 seconds West from said radius point; (3)
thence North 66 degrees 06 minutes 14 seconds East a distance of 199.95 feet a rebar at the point
of curvature of a curve to the left having a radius of 545.00 feet, the radius point of which bears
North 23 degrees 53 minutes 46 seconds West; (4) thence northeasterly along said curve an arc
distance of 170.44 feet to a rebar bearing South 41 degrees 48 minutes 54 seconds East from said
radius point; thence South 48 degrees 11 minutes 06 seconds West a distance of 1.73 feet to a
point on a non-tangent curve to the left having a radius of3036.83, the radius point of which
bears South. 57 degrees 16 minutes 30 seconds East; thence southwesterly along said curve an arc
distance of 47.42 feet to a rebar on a curve to the right having a radius of 560.00 feet, the radius
point of which bears North 36 degrees 58 minutes 00 seconds West; thence southwesterly along
said curve an arc distance of 127.75 feet to a rebar bearing South 23 degrees 53 minutes 46
seconds East from said radius point; thence South 66 degrees 06 minutes 14 seconds West a
distance of 199.95 feet to a rebar at the point of curvature of a curve to the left having a radius of
440.00 feet, the radius point of which bears South 23 degrees 53 minutes 46 seconds East; thence
southwesterly along said curve an arc distance of 188.95 feet to a rebar bearing North 48 degrees
30 minutes 00 seconds West from said radius point; thence South 41 degrees 30 minutes 00
seconds West a distance of 4.26 feet to the Point of Beginning, containing 0.19 acres, more or
less.
EXHIBIT
I~
. ..;<~
9"'f
sll0t.lVfD
~ 4 2001
DOCS
.: '... - I
'l)
u
VILLAGE OF WEST CLAY
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 (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 131 sl Street. The new 16" main will run along our site's frontage on 131 sl 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 126th 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 FarmSubdivision, and a
12" 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 W estClay, 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 sation 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 of WestClay 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 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 CTR WD' s master plan.
1/
~;-
,
CD
o
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 131 st 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 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
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 measures shall be implemented prior to earth moving activities.
The proposed detention area along with any swales shall be constructed first. The detention area
-+~ .,' ~
CD
Q
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 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.
J:\ 1238\agO 1 \docs\sewreprt.doc