HomeMy WebLinkAboutApplication
o
u
DOCKET NO.
TAC
DATE RECEIVED:
For Department Use Only
Department of Community Services
TECHNICAL ADVISORY COMMITTEE
APPLICATION & PROCEDURES
Fee: $277.50
Prope~/nfornnaUon .................................................................................
ParceIID*: 17-09-28-00-06-004.000 Area (acres): 0.101
Property Address: Broad Street and Broughton Street
Zoning District: PUO 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:
.................................................................................
Fax:
l:ngineerlnfor~aUon ................................................................................
Name: The Schneider Corporation
Address: 12821 E New Market Street, Suite 301, Carmel, IN 46032
Phone: 317-826-6403 Fax: 317-826-6410
Email Address:bburke@schneidercorp.com
()MVnerlnfor~aUon ...................................................................................
Name: Bob Copeland
Address: 13158 W Sherbem Drive, Carmel, IN 46032
Phone
Day: 317-337-8450
Evening:
Email Address:bobcopelandsr@aol.com
Projectl>escripUon ..................................................................................
Please include a brief summary/history of the project: Village of WestClay Section 3004 Block "0" Copeland Building.
This project consists of a 3 story office building totaling 6,000 sq ft of conditioned space with a second level deck above a 2 car
garage (for use by owner for private automobiles). Each office floor will consist of approx 2,000 sq ft with an additional 675 sq ft
for the garage. The building will be sprinkled and have an elevator.
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 undersi , authorize the applicant to act on my behalf with regard to this application and subsequent hearings and testimony.
Date: I. 2 . () 7
Signature of Owne
(Printed Name)
10f2
S:\FORMS\PC Applications - current\TAC only 2006.doc revised: 01/0212007
(.)
o
land Description
Copeland Buildina
A part of Block "0" of the Village of WestClay, Section 3004, Village Center, Part 2, 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:
Beginning at the northwest corner of said Block "0", thence continuing along the north line of
Block "0" North 89 degrees 51 minutes 51 seconds East a distance of 83.83 feet, thence South
00 degrees 08 minutes 09 seconds East a distance of 40.00 feet; thence South 89 degrees 51
minutes 51 seconds West a distance of 29.00 feet; thence South 00 degrees 08 minutes 09
seconds East a distance of 19.00 feet; thence South 89 degrees 51 minutes 51 seconds West
30.00 feet; thence South 00 degrees 08 minutes 09 seconds East 1.00 feet; thence South 89
degrees 51 minutes 51 seconds West to a point along the west line of said Block "0"; thence
North 00 degrees 08 minutes 09 seconds West along the west line of said Block "F" a distance of
60.00 feet to the Point of Beginning, containing 0.101 acres, more or less.
N:\ 1238\063\docs\Copeland Bldg-Iegal description.doc
.
u
u
~ ~
".
VILLAGE OF WEST CLAY -SECTION 3004 BLOCK "D" COPELAND BUILDING
Report on Water Distribution, Sanitary Sewer and Storm Sewer System
1. Water Distribution
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 12" water main from the west side
of Broad Street. The 4" service line will be for flre suppression, prior to 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 the City of Carmel Utility rules and
regulations.
2. Sanitary Sewer
Sanitary sewer effiuent 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 effiuent 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 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 CTRWD's master plan.
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.
Proposed Section 3004 Block "D" Copeland Building will be serviced by a proposed 6" sanitary lateral. The
proposed sanitary lateral will be extended from an existing 8" sanitary main located on the west side of Broad Street.
Approvals for the design and construction 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 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.
N: \1238\063\docslsewreprt.doc
!. 3--0..,
.
o
o
. Brendle Legal Drain; which flows along the site's Western boundary, then crossed 126tb Street West of
Towne Road.
Block "D" Copeland Building will create an entrance of the parking lot internally for Block "D" as well as create
angle parking along Broad Street. The runoffwill be conveyed through the existing storm sewer system into the
existing Village of West 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 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.
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:\ 123 8\063\docs\sewreprt.doc
.! ff-
I j .
JOHN
MOSELE
ARCHITE
ARCHITECTURE
PLANNING
INTERIOR ARCHil
317-574-9408
West Elevation
1/4' . 1-0'
1:
c
o
+=
j
W
=E~
o.
Z~
W1Jf1U 1I Iliitr.1rJ' 4Y- r
ii,
111'$~,I&'ll!,'l5iml1.~ --;r=-'1f:!UIIIII II-~ lilt I.
'"
IIIl!!
,-
c
o
:;
~
jjj
.s:::.
'S~
o.
cn~
-- - ..I
ILIL..
OIL:J
uom
~~
F-XII.
<...0
In
~
3 . . ..
1-1-.........1
~ ..~~~~ .
~~.!l~~~
""5'~8l!il
t. u\1.fi
c
o
:;
~
W
1i)'i>
Cd'i'
W~