HomeMy WebLinkAboutApplication
Tingley, Connie S
Subject:
Butler, Angelina V
Thursday, April 08, 20048:55 AM
Babbitt, Pamela A
Morrissey, Phyllis G; pattyn, Dawn E; Tingley, Connie S; Hollibaugh, Mike P; Keeling,
Adrienne M; Kendall, Jeff A; Brewer, Scott I; Hancock, Ramona B; Dobosiewicz, Jon C;
Pohlman, Jesse M
Docket No. Assignment: (SP) The Lakes at Hamilton Place, See 2 (#04040004 SP)
From:
Sent:
To:
Cc:
Pam,
Please print and fax this e-mail to the petitioner identified below and update the file. I have issued the necessary
Docket Number for (SP) The Lakes at Hamilton Place, Sec 2. It will be the following:
Docket No. 04040004 SP
S750.0'0 + 100*34 lots = 4,150
Total Fee: $4,150.00
Docket No. 04040004 SP: The Lakes at Hamilton Place, Sec 2- Secondary Plat
The applicant seeks to plat 34 residentiallots.
The site is located just south of the intersection of West Road and West 121 st Street..
The site is zoned S-l/Residence- Estate.
Filed by Jerry Kittle of The Schneider Corporation.
Petitioner, please note the following:
1. This Item has been placed on the April 21 agenda of the Technical Advisory Committee.
2. Mailed and Published Public Notice does not need to occur.
3. Proof of Notice is not needed.
4. The Filing Fee must be paidbef9~gning.Qfthe plat by the Director.
5. This Item will be ~:,:;i(i}Jjhi1~i(stfaiht.eJj3.
PETITIONER: refer to your instruction sheet for more detail and please complete the followin2 after you
receive comments form other TAC luembers:
1.) Place the docket numbers, 04040004 SP and 78-03 PP Amend on the plat.
2.) Provide your correspondence with T AC members.
3.) Have the land surveyor sign the plat.
4.) Provide a signed Subdivider Agreement Form.
5.) Fill in the Source of Title-Instrument Number.
6.) Label the Building Setback Line and the Easement and their widths.
7.) Place a 5-ft Non Access Easement along 121 st Street.
8.) Use the Board of Works Signature Block, instead of the County Commissioners'.
9.) Place a location map on the plat.
10.) Place the zoning on the plat: S-1 Residence- Estate.
11.) Lots shall have a minimum frontage at the street R/W of50-ft, per sea 6.05.01.
12.) Correct the square footage text on Lot 114.
13.) Provide a landscape plan to the Urban Forester and to our Department.
14.) Please provide a copy of the landscape plan approvalletter/e-mail.
Please contact Mr. Kittle at 317-272-01 08 (Fax: 317-272-0412) with this information. Once the file is updated
please return it to Jon's office.
Thank you,
Angie
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City of Carmel
Department of Community Services
One Civic Square
Carmel, IN 46032
317-571-2417
Fax: 317-571-2426
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FACSIMILE TELECOPY COVER LE
TO:
Jerry Kittle, Schneider Corp
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;l 7;;) ~(; '!I 2 .,cy
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DATE:
April 8, 2004
FAX:
317-272-0412
FROM: Connie
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Attached hereto are 2 pages, including this cover letter, for facsimile transmission.
Should you experience any problem in the receipt of these pages, please call 317/571/2419
and ask for Connie.
NOTES:
Yo.u are listed as the contact person for this docket. Please make sure you notify your
Petitioner( s).
Attached is the filing information for:
The Lakes at Hamilton Place, Sec 2
Please call if you have any questions.
CONFIDENTIALITY NOTICE: The materials enclosed with this facsimile transmission are private and confidential
and are the property of the sender. The.information contained in the malerial is privileged and is intended only for
the use of the individual(s) or entity(ies) named abova. If you are not the intended recipient, be advised that any
unauthorized disclosura, copying, distribution orthe laking of any action in reliance on the contents of this telecopied
information is strictly prohibited. If you have received this facsimile transmission in error, please immediately notify
us by telephone to arrange for return of the forwarded documents to us.
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APPLICATION FOR SECONDARY PLAT OR REPLA T
Fee: $750.00 + $100 per Lot
Date: 04-02-04
Docket #:
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:
Dura Builders, Inc.
Phone # (317) 821-8100
Address of Applicant: 5740 Decatur Blvd., Indianapolis, IN 46241
Name of Subdivision: The Lakes at Hamilton Place Section 2
Legal Description (To be typewritten on separate sheet and attached).
Area (in acres) 10.54
Number of Lots: 34
Length of miles of new streets to be dedicated to public use: 0.38
Surveyor certifying plat
Bryan Catlin
Surveyor's address and phone#: The Schneider Corporation, 6845 E. U.S. 36, Ste. 500
Avon, IN 46123 Phone: 317.272.0108 Fax: 317.272.0412
Signature of Applicant: ~~ (Printed) Jerry W. Kittle
TITLE: Engineering project~r wi Schneider Corporation
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STATE OF INDIANA
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County of/P'ltJ>y ~ ;Iv..
Befom me, the OOde~ig",d, a Nota')' P,blic '0' p(t>;,,,... Coooty, State. of 10diafi;"00aIlY appeamd .,je-,,;~.t4 ffle
and acknowledge the execution of the foregoing instrum'ent this Z,KtI. Day of p~/'1 2004. /
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Notary Public ,qt~l"'k 6. ;e",;R K4!! I
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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 tathe Building commissioner with this application and the
application fee as indicated in Section 29.6 of the Zoning Ordinance. J~~';'~::'~~~;""'''
Additional plans to be distributed to necessary authorities by applicant. (:O.~E~.t) ii2;:6~ ~~J~~r~A
Fee: $ Received by: ~~~~?r!.f,\~f,~/
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land Description - Section 2
A part of the Southwest Quarter of Section 31, Township 18 North, Range 3 East in Hamilton County,
Indiana, being described as follows:
Commencing at the northwest corner of said Quarter said point also being the northwest corner of The
Lake at Hamilton Place Section 1 S, a subdivision in Hamilton County, Inqlana, the plat of which is recorded
as Instrument Number in the Office of the Recorder of said Hamilton County, Indiana (the
next eighteen (18) described courses being along the westerly line thereof); thence South 00 degrees 10
minutes 35 seconds West along the west line thereof a distance of 40.00 feet; thence North 89 degrees 58
minutes 25 seconds East parallel with said north line a distance of 880.30 feet to the Point of Beginning;
thence continuing North 89 degrees 58 minutes 25 seconds East parallel with said north line a distance of
40.71 feet; thence South 86 degrees 26 minutes 23 seconds East a distance of 239.77 feet; thence South
00 degrees 03 minutes 23 seconds East a distance of 180.88 feet; thence North 89 degrees 56 minutes 37
seconds East a distance of 13.07 feet; thence South 00 degrees 03 minutes 23 seconds East a distance of
285.33 feet; thence South 10 degrees 19 minutes 43 seconds East a distance of 92.98 feet; thence South
56 degrees 56 minutes 22 seconds East a distance of 84.01 feet;. thence South 26 degrees 05 minutes 24
seconds East a distance of 76.71 feet; thence South 03 degrees 26 minutes 28 seconds West a distance
of 112.86 feet; thence South 44 degrees 08 minutes 44 seconds West a distance of 110.77 feet; thence
South 70 degrees 01 minutes 04 seconds West a distance of 73,27 feet; thence South 75 degrees 19
minutes 56 seconds West a distance of 80.00 feet; thence North 54 degrees 44 minutes 43 seconds West
a distance of 113.35 feet; thence South 58 degrees 18 minutes 51 seconds West a distance of 142.34 feet;
thence North 31 degrees 41 minutes 09 seconds West a distance of 23.86 feet; thence South 54 degrees
58 minutes 07 seconds West a distance of 131.55 feet to a point on the northerly line of The Lake at
Hamilton Place Section lA, a subdivision in Hamilton County, Indiana, the plat of which is recorded as
Instrument Number in the Office of the Recorder of said Hamilton County, Indiana (the next
six (6) described courses being along the Northerly line thereof); thence North 35 degrees 01 minutes 53
seconds West a distance of 82.73 feet to a point on a tangent curve to the right having a radius of 20.00
feet, the radius point of which bears North 54 degrees 58 minutes 07 seconds East; thence northeasterly
along said curve an arc distance of 32.36 feet to a point of compound curvature of a curve having a radius
of 975.00 feet, the radius point of which bears South 32 degrees 19 minutes 50 seconds East from said
radius point; thence northeasterly along said curve an arc distance of 10.97 feet to a point which bears
North 31 degrees 41 minutes 09 seconds West from said radius point; thence North 58 degrees 18 minutes
51 seconds East a distance of 9.03 feet; thence North 31 degrees 41 minutes 09 seconds West a distance
of 50.00 feet; thence South 58 degrees 18 minutes 51 seconds Westa distance of 9.03 feet to a tangent
curve to the left having a radius of 1025.00 feet, the radius point of which bears South 31 degrees 41
minutes 09 seconds East; thence southwesterly along said curve an arc distance of 230.64 feet to a point
which bears North 44 degrees 41 minutes 09 seconds W~st from said radius point; thence North 35
degrees 01 minutes 53 seconds West a distance of 204.65 feet; thence North 09 degrees 38 minutes 49
seconds West a distance of 120.63 feet; thence North 20 degrees 00 minutes 35 seconds East a distance
of 180.08 feet; thence South 89 degrees 16 minutes 07 minutes East a distance of 137.93 feet; thence
South 43 degrees 00 minutes 54 seconds East a distance of 179.31 feet; thence North 71 degrees 59
minutes 57 seconds East a distance of 150.02 feet; thence North 25 degrees 51 minutes 57seconds East
a distance of 151.86 feet; thence North 00 degrees 03 minutes 23 seconds West a distance of 235.00 feet;
thence South 89 degrees 56 minutes 37 seconds West a distance of 0.86 feet to a tangent curve to the left
having a radius of 775.00 feet, the radius point of which bears South 00 degrees 03 minutes 23 seconds
East; thence westerly along said curve an arc distance of 2.21 feet to a point which bears North 00 degrees
13 minutes 43 seconds West from said radius point; thence North 00 degrees 03 minutes 23 seconds West
a distance of 246.03 feet to the Point of Beginning, containing 10.542 acres, more or less.
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SUBDIVIDER AGREEMENT FORM
Project:
The Lakes at Hamilton Place Section 2
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 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 exis ting contiguous Hamil ton 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' c'urbs. ,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 s ta te 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 Ci ty 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.
DEVELOPER
Craig Lintner
Land Development
Dura Builders, Inc.
WITNESS
Jerry W. Xi ttle
Engineering Project Manager
The Schneider Corporation
DATE
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The Lakes at Hamilton Place - Section 2
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:
. An 8" water main will be extended from it's current location at two points along the perimeter of
the site within existing sections IA and 18 of The Lakes at Hamilton Place. The new 8" main
will be stubbed at one dead end street within the project for future expansion.
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).
Proposed Section 2 will connect to an existing 8" main located 315' west-of the intersection of West Road and
Eagleridge Drive in the existing sectjon B and to an existing 8" main located at the intersection of Eagleview Drive
and Eagiechase Way in the existing section lA.
Approvals for the design aild constiuction ofthe 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 one ciftwo lakes within The Lakes
at Hamilton Place. In accordance with the requirements of the Hamilton County Surveyor's requirements, the
retention lakes will provide stann water management control in order to restrict the discharge rates onto the site's
various outfall points. The discharge points for the site are into the Long Branch watershed.
The connection points for the proposed section 2 are as follows:
To an existing 21" storm sewer located along the South side of 121 st Street west of West road and along the eastern
boundary of existing Section 2.
To an existing 21" storm sewer located along the eastern bOlmdary of proposed Section 2 west of West Road at the
rear of existing lots 105 & 106.
To an existing 36" storm sewer located at the southeast comer of proposed Section 2 north of existing Eaglechase
Way and east of Eagleview Drive at the rear of existing lot 1 J 2.
To an existing 2 J" storm sewer located at the intersection of existing Eagleview Drive and future Mannings Pass.
It is the intent that all main storm sewer lines and all tines 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 m<\y remain within the maintenance jurisdiction of the project's homeowner's
association; however, most stann 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.
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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.
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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