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Holmes, Christine B
From: Holmes, Christine B
, r.;
Tuesday, April 04, 2006 3:45 PM
Mast, Darren (dmast@carmeLin.gov); Brennan, Kevin S (kbrennan@carmel.in.gov); Ramona Hancock; Tingley,
Connie S; Brewer, Scott I; Conn, Angelina V; DeVore, Laura B; Griffin, Matt L; Hollibaugh, Mike P; Holmes,
Christine B; Keeling, Adrienne M; Littlejohn, David W; Mindham, Daren; Morrissey, Phyllis G
Cc: 'Brandon Burke'
Subject: Docket No. Assignment: (TAC) Chase Bank at the Village of West Clay (06040005 TAC)
Sent:
To:
I have issued the necessary Docket Number for (T AC) Chase Bank at the Village of West Clay. It is as follows:
Docket No. 06040005 TAC: Chase Bank at the Village of West Clay
TAC Application Fee:
Total Fee:
$267.00
$267.00
Docket No. 06040005 TAC: Chase Bank at the Village of West Clay
The applicant seeks to construct a one-story bank building, with a drive-through component.
The site is located on the intersection of 131 st Street and Pettigru Drive, and is zoned PUD.
Filed by Brandon Burke of Schneider Corporation for the Platinum Group, LLC
'.~
Petitioner, please note the following:
1, This item will be on the April 19, 2006, agenda of the Technical Advisory Committee (TAC).
2 Filing fee is due on or before April 19, 2006. Failure to pay this fee at this time will result in this item being continued to
the May 17th, 2006 TAC meeting.
3, Project information must be delivered to all T AC members two weeks prior to meeting date.
4, This item is subject to administrative review only.
Department of Community Service's Initial Review Comments:
1. Please provide building elevations. Note that HVAC must be fully screened. Elevations should indicate location of
the HVAC and its method of screening. Please also provide details on the dumpster enclosure structure and
location.
2. Please provide information about any proposed signage, including illumination.
3. Please provide more details on the drive-through component, including stacking spaces.
4. Please add the docket number (06040005 TAC) on all future plans and correspondence.
PETITIONER:
The comments above specify the Department of Community Service's (DOCS) comments and concerns. There will be no other
review letter from DOCS issued prior to the TAC meeting,
Please wait to submit revised materials until after the Technical Advisory Committee (TAC) has met on this application. The
resubmitted materials should include edits addressing the above comments along with any requirements that arise from the TAC
meeting. Additional comments may be made after the requested revisions have been submitted
Mr. Burke can be contacted at 317.569.8112 or fax 317.826.6410.
Thanks.
Christine Barton-Holmes
Planning Administrator
Carmel City Hall
One Civic Square
4/4/2006
( )
c )
DOCKET NO.
TAC
DA TE RECEIVED:
For Department Use Only
Department of Community Services
TECHNICAL ADVISORY COMMITTEE
APPLICATION & PROCEDURES
Fee: $267.00
JOropertJflnfornnat;on ..........................................................D.........................
ParceIID"': 17-09-29-00-00-012.001 Area (acres): 0.249
Property Address: 131 st Street and Pettigru Drive
Zoning District: PUD Overlay District (If applicable):
Legal Description: To be typewritten separately.
'" Please attach a separate list for projects with multiple parcels.
Attorney Information
Name:
Address:
Phone:
Email Address:
...O....D...........................................................................
Fax:
Engineer Information .. '. · · '. · " · .. · · · · .. · . · · · · '. · · · · · · · · · . . ... · . . ... . . .. · · · · · · It · · · · · .. · · · · · · · · · · · . . . . . . ... . . . . . . .
N e' The Schneider Corporation
am .
Address: 12821 East New Market Street, Suite 301, Carmel, IN 46032
Phone: 317-826-6401 Fax: 317-826-6410
Email Address:bburke@schneidercorp.com
()uvnerlnfornnation ................................0.....................0...............................
N JP Morgan Chase, N.A.
ame:
111 Monument Circle, 18th Floor. Mail Code IN1-0197
Address:
Phone Day: 317-321-8465
Email Address:terry.pastorine@chase.com
Evening:
fJrojectl>escription ..0000...............................................................................
Please include a brief summary/history of the project: Chase Bank Is located within the Village of WestClay
Section 6003 Commercial Block "A". This building will be a one story building consisting of approx. 4,153 sq ft space
for Bank Services with drive thru.
I, hereby swear that I am the owner/contract purchaser of property involved in this application and that the foregoing signatures, statements
and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and
belief. I, the undersigned, authorize the applicant to act on my behalf with regard to this application and subsequent hearings and testimony.
S.lgnatureofOwner~' Date: i-zl:-d~
(Printed Name) JL-_ ~O
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S:\FORMS\PC Applications - current\TAC only 2006.doc revised: 01/06/2006
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Land Description
Chase Bank
A part of the Southeast Quarter of Section 29, Township 18, Range 3 East, in Clay
Township, Hamilton County, Indiana described as follows:
Commencing at the northeast corner of said Southeast Quarter; thence North 89
degrees 13 minutes 03 seconds East (assumed bearing) along the north line of said
Southeast Quarter a distance of 797.09 feet; thence South 00 degrees 11 minutes 59
seconds East a distance of 149.41 feet to the Point of Beginning thence South 90
degrees 00 minutes 00 seconds East a distance of 149.04 feet; thence South 00
degrees 00 minutes 00 seconds West a distance of 43.71 feet; thence North 90 degrees
00 minutes 00 seconds West a distance of 49.62 feet; thence South 00 degrees 00
minutes 00 seconds East a distance of 51.04 feet; thence North 90 degrees 00 minutes
00 seconds West a distance of 42.38 feet; thence North 00 degrees 00 seconds 00
minutes East a distance of 13.30 feet; thence South 90 degrees 00 minutes 00 seconds
West a distance of 56.76 feet; thence North 00 degrees 11 minutes 59 seconds West a
distance of 81.75 feet to the Point of Beginning, containing 0.249 acres, more or less.
N:\ 1238\6003\dwgs\CHASE\DOCS\land desc - CASE BANK doc
Dee 3/30/06
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VILLAGE OF WEST CLAY -CHASE BANK
Report on Water Distribution, Sanitary Sewer and Stonn Sewer System
1. Water Distribution
The potable water to the site will be provided by the City of Cannel Water. COImection onto the existing main will
be made at the following location:
. Building will be served by an 2 1/2" water service lateral from the existing watennain along Pettigru Drive.
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 rules and
regulations.
2. Sanitary Sewer
Sanitary sewer effluent for the site will be accepted by the Clay TO'lmlship Regional Waste District (CTRWD). A \in
station is proposed along the Eastern boundary of thc 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 West Clay to serve areas which cannot be served by
gravity sewers. One wiIl be placed within the common area located along Hoover Road, South of the Claridge Farnl
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 sho'lml in the CTRWO's master plan.
The second station is also temporary, and is located along the project's Westernmost boundary near 126(h 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.
Chase Bank will utilize an existing 6" sanitary sewer lateral already extended underneath Pettigru Drive for
connection.
Approvals for the design and construction of the sanitary sewers must also be obtained, from CTR WD, it's
consultant and from the Indiana Department of EnvirolUllental Management
3. Storm Sewer
The surface runoff on the site will be conveyed by a system of swales and pipes to a nelwork of retention lakes
within the Village of West Clay. In accordance with the requirements of the Hamilton County Surveyor's
requircments, 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:
II Elliot Creek; which traverses the site along the Northern third, then crosses 1315t 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 Fann
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.
N ~\1238\6003\dwgs\CHAS ElDOCS\sewreplt.doc
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Chase Bank will have storm sewer extended for the parking lot expansion, surface water will be collected by
proposed and existing storm sewer facilities that ultimately drain to Elliot Creek.
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 homeo\.\iner's
association; however, most storm sewers and all retention lakes will be maintained by the County Surveyor.
Subsurface drains, or pavement base drains, arc 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.
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.
N:\ 1238\6003\dw gs\CHAS E\DOCS \sewreprt.doc
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CSO Architects
TO:
Departrmenl f Community Services
1 Civic Square, 3rd Floor
Carmel, IN 46032
DATE: 5/23/07
PROJECT NO: 25297C
Letter of Transmittal
RE: Chse-VOWC
ATTN: Angie Conn
CONTACT PHONE: 571-2417
WE ARE SENDING YOU:
Requested exhibits
IF ENCLOSURES ARE NOT AS INDICATED, PLEASE NOTIFY US AT ONCE.
THESE ARE TRANSMITTED:
o For approval
o For your use
o As requested
o For review and comment
o Reviewed as submitted
o As noted
o Revise and Resubmit
o Rejected
o Resubmit for approval
o Submit for distribution
D Return corrected prints
D Other
REMARKS:
Docket #06040005 T AC.
Please let me know if you need any additional information to complete your review of this project.
Thank you,
cc: FILE
Courier Service:
D 3-HR
D 10:30 AM. Delivery
D
By: Laurie North
[8.J Same Day
D 3:00 P.M. Delivery
D 1-HR
o 8:30 A.M. Delivery
o FedEx Ground Delivery
Other Delivery Service: D
FedEx Services:
05-23-07 AConn-exhibils.doc
ARCHITECTURE' INTERIOR DESIGN
280 East 96th Street, Suite 100 . Indianapolis, Indiana 46240 . Main 317.848.7800 . Fax 317.574.0957 . esoi ne. net
CHASE 0 WEST ELEVATION I 24u ILWMINATED LETTERS ON RACEWAY
April 11, 2007 - Rev. 6
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THE: SCH~.mOE:R CORPORAnON
12821 [, Noe'H Mar~:t 5(ro::et
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Car mel, IN 46 ~.32
TI;'II;'J-r.olle: 317.569.13112
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