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DOCKET NO. L ~ TAC DATE RECEIVED; . ;~.- IIIN - j 2~dJ ~'
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Department of Community Services \!r ~ ./
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"F~ TECHNICAL ADVISORY COMMITTEE) I~
° `;~- ` ° APPLICATION & PROCEDURES
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. ~~' Fee: $277.50
Property Information ....................*................................................................
Parcel lD*: 17-09-28-00-06-004.000
Property Address: Bird Cage Walk and Horseferry Road
Zoning District: PUD Overlay District (If applicable):
Legal Description: To be typewritten separately.
* Please atfach a separate list for projects with multiple parcels.
Area (acres): 0.379
Attorney Information .....................................................................................
Name:
Address:
Phone:
Email Address:
Fax:
Engineer/nformation ....................................................................................
Name: The Schneider Corporation
ea.r.e~~. 12821 E New Market Street, Suite 301, Carmel, IN 46032
Phone: 317-826-6403
Email Address: bburke@schneidercorp.com
Ownerlnformation .......................................................................................
Name: Brenwick Development Company
Address: 12621 E New Market Street, Suite 200
Phone Day: 317-574-3400
Email Address: kevink@brenwick.com
Project Description
Please include a brief summary/history of the project: village of westclay section 3004 Block ^o'• Penthouse ^A" suiltling. This
project consists of a 4 story main building totaling approximately 23,500 sgtt. The first Floor will wnsist of office space and 3 2-car and 2 7-car garages.
The 2nd and 3rd Floor will consist of 2 residential units, the 4th floor will be 1 residential unit. There will be a 1 story detachetl garage with storage above
located behing the bulling consisting of 2 2-car and 2 1-car spaces. The main building will be sprinkled antl wntain an elevator.
I, hereby swear that I am the owner/contrail purchaser of properly involved in this application and that the foregoing signatures, statements
and answers herein contained and the information herewith submitted are in all respells true and correct to the best of my knowledge and
belief. I, the undersigned, authorize n to ad on~behal wl dto this application and subsequent hearings and testimony.
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Signature of er: Date: ~ /~ ~
(Printed
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S:\FORMS\PC Applications -current\TAC only 2006.doc revised: 01 /02/2007
Fax: 317-826-6410
City of Carmel Technical Advisory Committee
Application for TAC Review -Instruction Sheet
1. Allow plenty of time for the Department of Community Services (DOGS) staff review and the
Technical Advisory Committee (TAG) review process (approximately 30-45 days).
2. INFORMATION NEEDED for formal DOGS staff and TAC review:
a. One original and one copy of the completed TAC review application with Legal
Description attached.
b. Two copies of location map showing location of site in question, zoning and existing
land use of all adjacent properties.
c. Two copies of all plans drawn to scale with all dimensions and depicting all existing and
proposed structures, elevations, landscaping, drainage, lighting, signage and any other
supporting documentation to fully understand the proposal.
3. After DOGS staff review the petitioner will be notified of the Docket Number, Meeting Date,
Fees and any outstanding information needed to process the application.
4. Filing Deadline: A complete application package of the above-referenced information must
be submitted to DOGS and to the TAC Members (list attached) at least 15 days prior to the
meeting date. The determination of a complete application submittal is at Staff discretion.
5. Filing Fee: The filing fee, as determined by staff, must be paid at least 12 days prior to the
meeting date. Failure to pay the filing fee by this time will result in the item being held off the
TAC agenda.
6. The property owner, property owner's attorney, or someone with the property owner's Power of
Attorney must be present at the Carmel Technical Advisory Committee meeting.
7. Generally, applications are acted upon by the Committee in one meeting. However, TAG, at
its discretion may table an item at any time.
8. The Technical Advisory Committee generally meets the Third Wednesday of each month at
9:00 am in the DOGS Conference Room, City Hall -Third Floor, One Civic Square, Carmel, IN
46032. Agendas are sent to petitioners in advance of the meeting.
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S:\FORMS\PC Applications -current\TAC only 2006.doc revised: 01/06/2006
Land Description -Penthouse "A" Building
A part of Block "D" of the Village of WestClay, Section 3004, Village Center, Part 1, the
Secondary Plat of which is Recorded as Instrument Number 9965089, Plat Cabinet 2, Slide 345,
in the Office of the Recorder, Hamilton County, Indiana, located in the Southwest Quarter of
Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana,
described as follows:
Commencing at the southeast corner of said Block "D", thence continuing along the east line of
Block "D" North 00 degrees 08 minutes 09 seconds West a distance of 109.84 feet to the Point
of Beginning, thence South 89 degrees 51 minutes 51 seconds West a distance of 147.79 feet;
thence North 00 degrees OS minutes 09 seconds West a distance of 111.66 feet; thence North
89 degrees 51 minutes 51 seconds East 147.79 feet to a point along the east line of said Block
"D"; thence South 00 degrees 08 minutes 09 seconds East 111.66 feet along the East line of said
Block "D" to the Point of Beginning, containing 0.379 acres, more or less.
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VILLAGE OF WEST CLAY-SECTION 3004 BLOCK "D" PENTHOUSF. "A" BUILDING w- -
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Report on Water Distribution, Sanitary Sewer and Storm Sewer System `\~ 1oCS ,.,
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1. Water Distribution '~ ~
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The potable water to the site will be provided by the City of Carmel Water Utilities. Connection onto the existing "
main will be made at the following location:
^ A 4" ductile iron water service lateral will be extended from an existing 8"PVC water main from the east
side of Bird Cage Walk. The 4" service line will be for fire suppression, prior [o entering the building a 2"
domestic copper service line will branch off the 4" line with an inside set meter.
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 [he City of Carmel Utility roles and
regulations.
2. Sanitary Sewer
Sanitary sewer effluent for the site will be accepted by [he Clay Township Regional Waste District (CTRWD). A lift
station is proposed along the Easlem 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 [he 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 Fann
enVance. I[ will serve [he Southern third of [he 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 [he interceptor proposed to
the South and East shown in the CTRWD's master plan.
The second station is also temporary, and is located along [he project's Westernmost boundary near 126`" Street.
The station will also pump to [he gravity sewers [o [he Eas[, and it serves the portion of the project located Wes[ of
Towne Road.
Proposed Section 3004 Block "D" Penthouse "A"Building will be serviced by a proposed 6" sanitary lateral. A
proposed 8" sanitary sewer main will be extending from an 8" existing sanitary main within the existing parking lot
to the north just west of Bird Cage Walk.
Approvals for [he design and constmction 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 mnoff on the site will be conveyed by a system of swales and pipes to a network of retention lakes
within the Village of WestClay. 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 [he site are as follows:
^ Elliot Creek; which traverses the site along the Northern third, then crosses 13 I" S[ree[ and leaves the site
just East of [he 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 WestClay. 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 a[ that location.
^ Clay Creek; Wlrich traverses the site along the Southern third, then crosses Hoover Road near [he proposed
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common area South of Claridge Farm entrance.
^ Brendle Legal Drain; which flows along [he site's Western boundary, then crossed 126's Street West of
Towne Road.
Block "D" Penthouse "A" Building will expand [he existing parking lot with an internal drive [o the north. Existing
storm sewer will be relocated and constmcted in accordance with the new Block D layout conforming to the VOWC
Block D storntwater master plan. The runoff will be conveyed through the existing storm sewer system into the
existing Village of Wes[Clay detention lake network.
It is the intent that all main storm sewer lines and all lines interconnecting lakes and serving as outlet points be
petitioned [o 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 [he County Surveyor.
Subsurface drains, or pavement base drains, are proposed [o be installed under the street curbs, in order [o provide an
outlet point [o home sump pumps, and in order to intercept groundwater seepage before reaching and compromising
[he 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 [o the action of water and wind. All erosion and sediment control measures shall be
implemented prior [o 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 [o be incapable of performing intended function of
sediment [rapping.
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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