HomeMy WebLinkAboutApplicationApplication for Architectural Design~ Li~htin~ and Si~na~e
ADLS
AMENDMENT
III I
Fee $364.00
Name of
Project:
Address'
Type of
Project: [50kxJ', t~q 09
Applicant:
Phone No. (oZ~'- To ii
Contact Person: /~o~--~_
Fax ~o.
Phone No.
Legal Description: To be typewritten on a separate sheet
Area (in acres) v- i/.5 acre Zoning ~ ~L ~/'
Owner of Real Estate' J
Carmel: Clay Township:
Annexation: Y or N
Other Approvals Needed:
No. of Spaces Provided:
Parking
No. Spaces Required:
~'% Design In formali6/n
Square Footage: HeiglSK ~ . No. of Stories
Exterior Materials: ~~~
Water by: Sewer by:
LIGI;IT...IN~
I /
of FixtUre· Height ~£/~ixture:
Type
No. of Fixtures' Additional Lighting:
· Plans to be submitted showing Footcandle spreads at property
lines per the ordinance.
No. of Signs'
Location(s)'
Dimensions of each sign:
Square Footage of each sign:
Total Height of each sign:
SIGNAGE f
/
* Plans to be submitted showingplant types, sizes, and locations
I the undersigned, to the best of my knowledge and belief, submit the above
information as true and correct.
Signatureof ~. /(_~ ~~._~~
Applicant: ~J~~.}~ ~ '"'~ Title'
' (Phnt)
State of Indiana,
SS'
CounW
Before me the undersigned, a Notary Public forlorn\ \
State of Indiana, personally appeared ..~s,~Yx
execution of ~e foregoing ins~ment this
Y~~ ~ ~"~[~:~.~, NotawPublic
l Co~ission Expires'
County,
and acknowledged the
day of ~lq?~ ,20 O~
MRY-29-20EL3 15' 4g KROM'HRMILTON COUNTY RFC. ~7776820Et TO: ~I?B4BS~.31 P. 002/002
DULY ENTERED FOR: TAXATION
Subject to final acceptance fur transfer
ofN.d
8O0100075196
HRMILTON COUNTY, INDIRNfl
! !- i 9-~001 03 ~ 38
/~ i ~:~:) Parcel #q6-09-25-12-02-008.000
THIS {N RE WITN~$SETH That HELEN ARCHER FILIPOW a/k/a HELEN Y.
FILIPOW, an adult (Grantor), of Hamilton County, in the State of Indiana, CONVEYS
AND WARRANTS to JBS HOLDINGS, LLC (Grantee), a limited llabllity company
organized and existing in good standing under the laws of the State of
_5:~l~na. :~_ .~_, for the sum of Ten. and No/1OO--Dollam {$10.00) and other
valuable consideration, the receipt of which is hereby acknowledged, tl~e following
described real estate in Hamilton County, State of Indiana:
Lot 6 In Nathan Haw.kins Addition, an Addition to the City of Carmel in HamiltOn
County, Indiana as per plat thereof recorded in Deed Record 5 page 460 in the
Office of the Recorder of Haml]ton County, Indiana.
Subject to real estate property taxes for 2001, due and payable in 2002, and
subject to real estate property taxes due and payable thereafter. Taxing Unit:
Carmel.
Subject to any end all easements, agreements and restrictions of record.
The address of such real estate is commonly known as 220 N. Rangeline Road,
Cermet, Indiana 46032.
Grantees' Post Office moiling address I~ _L~-7~;~ ~ ~.( id_c,_ p~ I~~ ~,---_
~r~r_~__~t ~_1~_ ~E_~ ? _~_..- Tax biffs s'~ld be sent to
Grantee et such address unless otherwise Indicated below.
Grantor hereby certifies that Helen Archer Filipow a/k/a Helen Y, FIIIpow and
Helen Y. Fllipow ere one and the same person.
CITY OF CARMEL & CLAY TOWNSHIP ZONIlqG ORDINANCE
Dja~am 3: Old Tnwn Carmel.
SMOKE'¥ ROW RD E 138TH ST'
DR
GTH
EI,..'I~F:.q;ON RD
3RD ~T ~
ST
", UI~ CT
Z ¢TH ST SE ~ ~
MOHAW
UTUI,1N ~ _~
CITY CEN ~R OR ~"
DIAGRAM 3
Section 25.7: Signs
25.7-28
as adopted_per Z-$02; as amended per Z-365-01; Z-366-01; Z-369-02
Summer 2002 vl
May 30, 2003
Mr. Mike McBride
City of Carmel
1 Civic Square
Carmel, IN 46032
Re~
Parking Lot Improvements
Joe Sheets Property
220 North Rangeline Road
Dear Mike:
This letter and the accompanying pages are for the purpose of showing that the improvement of
an existing parking lot at the above referenced location does not add a considerable amount of
runoff to the existing property. As can be seen from the attached drawings, the existing gravel
parking area is directly adjacent to the existing alley which requires the vehicles to back into the
alley when leaving. The proposed parking lot improvements will consist of removing the
existing detached garage building and reconfiguring the existing gravel parking area into a paved
parking area that has two designated entrances into a lot that keeps parking movements from
encroaching onto the alley.
We have performed a field visit of the site and the surrounding sites and determined the location
of the nearest drainage structures. The site falls to the west/northwest. The surface water from the
existing parking area sheet flows directly to the alley. There does not appear to be any defined
swales going in any direction and I cannot ever remember any drainage problems in this area.
The closest old town inlets are at the comer of 1 st Ave. and 3rd St. NW. After doing some
calculations of existing versus proposed the 10 yr Q would go from 0.334 cfs to 0.400 cfs and the
100 yr Q would go from 0.453 cfs to 0.543 cfs. The difference is because he is adding a little
impervious and because I am using a runoff coefficient of 0.85 for gravel and 0.9 for asphalt (in
Indianapolis, we are allowed to treat gravel and asphalt the same if the gravel has been long
standing because it becomes so compacted that it functions like asphalt). In my opinion, this
runoff difference is negligible and no detention should be necessary.
In addition, we realize that it is standard to require curb on all proposed parking lots in Carmel.
Therefore, we are requesting a variance for this proposed parking area. We are confident that it
would be more effective for the site drainage to not have curbs on the parking area so that the
runoff can sheet flow towards the south then to the west and northwest, giving it a chance to
dissipate like it does now prior to entering the alley.
3417 South Sherman Dr. · Beech Grove, IN46107 · Tel 317~780~1555 · FllX 317~780~652S
Mr. Mike McBride
May 30, 2003
Page Two
We would be pleased to answer any questions concerning our comments or other matters, so feel
free to call me at 780-6524.
Sincerely,
CrossRoad Engineers, PC
Trem E. Newport, P.E., L.S.
Vice-President
220 NORTH RANGELINE ROAD
JOE SHEETS PROPERTY
RUNOFF CALCULATIONS
EXISTING CONDITIONS
Gravel Area = 1200 sqft = 0.0276 acres
Asphalt Area = 320 sqft = 0.0074 acres
Building Area = 453 sqft = 0.0104 acres
Grass Area = 792 sqft = 0.0182 acres
C = 0.85 for gravel
C = 0.90 for asphalt
C = 0.90 for building
C = 0.45 for grass
Cave = [(0.0276x0.85)+(0.0074x0.90)+(0.0104x0.90)+(0.0182x0.45)]/0.0636
=0.75
I = 7 in/hr for 10 year storm with a 5 minute concentration
Q = CIA = 0.75*7 in/hr*0.0636 Ac = 0.334 cfs
Note' Q100 = 0.453 cfs
PR OPOSED PA VED PARKING L 0 T
Area = 2772 sqft = 0.0636 acres
C = 0.90 for asphalt
I = 7 in/hr for 10 year storm with a 5 minute concentration
Q = CIA = 0.90*7 in/hr*0.0636 Ac = 0.400 cfs
Note' Q100 = 0.543 cfs