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From: Conn, Angelina V
Sent: Monday, November 26, 2007 12:51 PM
To: Stewart, Lisa M
Cc: Coy, Sue E; Hollibaugh, Mike P; Keeling, Adrienne M; Brewer, Scott I; Hancock,
Ramona B; Littlejohn, David W; DeVore, Laura B; Lillard, Sarah N; Holmes, Christine
B; 'jmolitor@prodigy.net'; Boone, Rachel M.; Tingley, Connie S; Duncan, Gary R;
Donahue-Wold, Alexia K; 'Brandon Burke'; Chastain, Jenny A
Subject: Docket No. Assignment: (TAC) Village of WestClay, Sec 6003-B -National Bank of
Indianapolis (07110023 TAC)
I have issued the necessary Docket Number for (TAC) Village of WestClay, Sec 6003-B -
National Bank of Indianapolis. It is as follows:
Docket No. 07110023 TAC: Village of WestClay, Sec 6003-B -National Bank of Indianapolis
TAC Application Fee: $277.50
Total Fee: $277.50
Docket No. 07110023 TAC: Village df WestClay, Sec 6003-B -National Bank of Indianapolis '
The applicant seeks approval for aone-story building with a drive thru.
The site is located at 2410 Harleston St. and is zoned PUD/Planned Unit Development.
Filed Brandon Burke of The Schneider Corporation.
Petitioner, please note the following:
1. This item will be on the December 19 agenda of the Technical Advisory Committee
(TAC). The petitioner must submit plans and review materials to all TAC members
directly by November 23. (Failure to submit plans and review materials to TAC members
by this time will result in the tabling of this petition to the January 16 TAC meeting. For a
list of current TAC members go to:
http://www. ci. corm el. in. us/services/DOCS/TAC2007/TAC%20mem tiers%20revised%200
9.07.07.pdf )
2. This item is subject to administrative review/approval only
3. The Filing Fee is due on or before December 19.
Department of Commuhitv Service's Initial Review Comments:
1.) Please provide 4-sided color building elevations.
2.) Please provide a landscape plan. Also, make sure Scott Brewer, City Forester, gets a
copy ASAP.
PETITIONER:
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 any comment
or 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 826-6403 or fax 826-6410.
Thanks.
Angie Conn
Planning Administrator
Department of Community Services
City of Carmel
One Civic Square
Carmel, IN 46032
p 377.571.2417
f 317.571.2426
DOCKET NO. O ~ I I ~V ~~ TAC DATE RECEIVED:
For Department Use Only ~°
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yls~ Uep8Rrlle Di OT l:0lTl rTlUDliy 58fVICE'S
,~~j'^~~ TECHNICAL ADVISORY COMMITTEE) 92007
'i° ~"'~ `'` APPLICATION & PROCEDURES ROCS
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~' Fee: $277.50
Property Information ............................:........................................................
Parcel ID': 17-09-29-00-20-001.001 Area (acres): 0.26
Property Address: 2410 Harleston Street (131st and Towne Rd)
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: x-rieg DeVault LLP -Andrew B. Buroker & xevin G. Buchheit
Address:lzeoo North Meridian Street, Suite 300, Carmel, IN 46032
Phone: (317) 808-5820 FeX: (317) 636-1507
Small AddfeSS: kbuchheitr~kdlegal .com
Engineerlnformation ....................................................................................
Name: The Schneider Corporation v
AddrPSS~ 12621 E New Market Street, Suite 301, Carmel, IN 46032
Phone: 317-826-6403 Fax: 317-826-6410
Email Address: bburke@schneidercorp.com
Owner/n~rmatfon .......................................................................................
e
Name: National Bank of Indianapolis, by Diana M. H. Brenner, Owner's Representative
Address: 107 Pennsylvania Street, Suite 700, Indianapolis, IN 46204
Phone Day: (317)262-1221 Evening: (317)590-0384
Email Address: dbrenner@brennerdesign.com
Project Description ......................................................................................
Please include a belef SUmmafy/history of the prOJed: National Bank of Indianapolis will be located in the Village of West Clay
section 6003-B. This Building will be a one story building consisting of approx. 3,944 sgfl retail space for bank services with drive- Ihru
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, authorizje~th~e~/a~ppli~cja/n~t~t~o/,acct on my behalf with regard to this application and subsequent~h/earings a7nd testimony.
Signature of Owner: ~~.P"JNAOF-WVt'IYl ~ Date: I~ /VBV ~7
(Printed Name)Diana M. H. Brenner, owners Representative
1 of 2
S:\FORMS\PC Applications -current\TAC only 2006.doc revised: 01/02/2007
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RECEIVED
NOV l 9 `ZCC7
Land Description - NBI DDCS
Part of Block "A" in the Village of Westclay, Section 6003-B, the plat of which is recorded as
Instrument Number 2007013950, Plat Cabinet 4, Slide 264 in the Office of the Recorder of
Hamilton County, Indiana, described as follows:
Commencing at the Southeast corner of said Block "A", thence South 89 degrees 48 minutes 01
seconds West (bearings based up the surveys and plat of Village of West Clay) along the north
right-of-way line of Harleston Street a distance of 24.23 feet to the Point of Beginning marked by
a 5/8 inch rebar with yellow cap stamped "Schneider Eng. Firm #0001" (hereinafter referred to as
"Schneider rebar"); thence continuing South 89 degrees 48 minutes 01 seconds West along said
north right-of-way line a distance of 99.77 feet to a "Schneider rebar"; thence North 00 degrees
11 minutes 59 seconds West a distance of 91.49 feet to a "Schneider rebar"; thence North 89
degrees 48 minutes 01 seconds East a distance of 19.44 feet to a "Schneider rebar"; thence
North 00 degrees 11 minutes 59 seconds West a distance of 39.00 feet to a "Schneider rebar";
thence North 89 degrees 48 minutes 01 seconds East a distance of 60.90 feet to a "Schneider
rebar"; thence South 00 degrees 11 minutes 59 seconds East a distance of 39.00 feet to a
"Schneider rebar"; thence North 89 degrees 48 minutes 01 seconds East a distance of 19.44 feet
to a "Schneider rebar"; thence South 00 degrees 11 minutes 59 seconds East a distance of 91.49
feet to the Point of Beginning, containing 0.26 acres (11,503 square feet), more or less.
VILLAGE OF WEST CLAY-NATIONAL BANK OF INDIANAPOLIS ~~C~>,~~D
Report on Water Distribution, Sanitary Sewer and Storm Sewer System tSOV ~ 9 l.~fl~
1. Water Distribution ~~~s
The potable water to the site will be provided by the City of Camtel Water Utilities. Connection onto the existing
main will be made at the following location:
^ A 1" ductile iron water service lateral will be extended from an existing 8"PVC water main from the north[
side of Harleston Street. The 1" service line will be for domestic water service.
Approval for the extension of water mains will be required from the Indiana Department of Environmema]
Management, and all mains will be designed and installed in accordance with the City of Carmel Utility rules and
regulations.
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 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 [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 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 Wes[ of
Towne Road.
Proposed National Bank of Indianapolis in Section 6003-B will be serviced by a proposed 6" sanitary lateral
constructed off of an existing 8"PVC main along Harleston Street.
Approvals for the design and construction of the sanitary sewers must also be obtained, from CTRWD, it's
consultant and from [he Indiana bepartment 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 [he Village of WestClay. In accordance with the requirements of the Hamilton County Surveyor's
requirements, [he retention lakes will provide storm water management control in order [o restrict the discharge rates
onto the site's various outfal] points. The discharge points for the site are as follows:
^ Elliot Creek; which traverses the site along [he Northern third, then crosses 131 ~' 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, [o accept a 146 acre
drainage area that lies within the boundary of the Village of WestClay. Connection onto the Claridge Parm
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 Parm entrance.
^ Brendle Legal Drain; which flows along the site's Western boundary, then crossed 126'h Street West of
N:A1238V071Adocs~sewreprt.doc
Towne Road.
National Bank of Indianapolis will expand [he existing parking lot with two internal drives to the north. Runoff from
the project will be directed to the existing pond to the north, as well as surface runoff into Harleston Street. The
runoff will be conveyed through [he existing storm sewer system into the existing Village of WeslClay detention lake
network.
It is the intent [hat 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 [o drain rear and side yards may remain within [he 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 to be installed under the street curbs, in order to provide an
outlet point to home sump pumps, and in order [o intercept groundwater seepage before reaching and compromising
the pavement stability.
4. Erosion Control
During all phases of the constmction 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 mn-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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