HomeMy WebLinkAboutApplication
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APR-15-1999 17:03 FROM
Da.te IS/3D/OI
AlP.LIQ.,TIOlS f'p,(.~~.tU..tt4.~ --
FEE: $500~~lO
U 95740957
P.08
f:'
DOCKET NO.
Name of Project: . ~ O\)!)e.I~DLO lNTelZ.N-.. 'TI ONAoL . INC,.
~ '
Address: Ifl LOrJ~IZ1=~~lDNft.tL Bblo.
Type of Project: UEW E,IZJl.'Torz. ~()'LC I~~
Applicant: RoeEt?rT R . a~DN
Contact Person: Q,DIbeJZ.T 12-. a :;0'"
Phone No. ~Ii. 10b-?4Jf>7
Phone No. ~n. iOfD- ~i
Address: ~!C EA~T ~{,;,T)l 5Tre.ee:\} I....OIA.l...1A.pnh\ I~o(~~'" 4*,~
Legal Description: To be typewritten on a separate sheet
Area (in acres)
J t . ~ ~ "2. Zoning--.e> l.J!
Owner of Real Estate: R E( 1\11\ N. PE~"'6'4L,,~i4 61, ~1J)Te 'l,lu:" LAf2.n\Sl. (ND. ~2.
Carmel: '(c~ Clay Township: 'f'es Annexation:6}orN
Other Approvals Needed:
fJONE
No. <?f Spaces PrOvided:
JJ/A
,
PARJaNG
No. Spaces Required: U/~
.
DE$IGN INFOlWAnO~
Type of Building: GElJt:.iZJ'TO rz. No. of Buildings: 1
S F a Hel'ght.' I II:: '_.A" N fS . 1
.quare ootage: 00 s.. ':;'I "'r O. 0 tones_
.
Exterior Materials: 6t tZAl-Jl"TlE. ~eColors:...t:1 fl.-rcJJ ~''b'TIN<t ~",(.t)'~4.
Max:imum No. of Ten ants: l-Jl~ Type of Uses: GEHeczATOIZ.13u,L.Dl"'~.
Water by: J.J}"" Sewer by: f.J/A
s ~ \ :for~n~ \ Qull;i . app
.revised 01/07/97
1".""
'~.~;
~R-15-1999 17:03 FROM CA~ ClAY DoeD TO o 95740957 P.09
,'.
LIGIJ:'!IN-G
Type of Fixture: t-J1A Height of Fixture: NIA.
.
No. ofFJXtures; t-J/" Additional Lighting: f.J/A.
lfI Plans to be submitted showing Footcand/e spreads at property Jines, pet Ordinance. "
S1GNAGE
Locaclon(s):
I-J/A
JJjA
Type ofSisn:s:
kJ/A-
.
<II>
No. of Signs:
Dimensions of each sign: NiA
Square Footage of each sign: NjA.
Total aeight of each sign: NiA.
LANDS~APING
· Plans to be submitted showing plant types, sizes, and locations
****** *.********.***..**....*****.***********
SignatUre of Applicant
R-o~~~ E~ t ~eeJL..
Title
_Roee.IZT R.. Ol~ov -1Y\~'f 30 I 'Zoo 1
(print) Date.
********....*.****..***.******..******
State of:rndiana,
ss:
county,
State'ofIndiana, personally appeared ~~ 7fZ. 0..14vx..J and acknowle4ged the'
execution of the f<>regoing instrument this .sqft day of ~ . ~Ol.tlo I
My Commi~on Expires:
. (o//~II)~ 9~~
5:\form~\adl~.app
revi5ed Ol/o7/~7
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PART OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTE 71'. 0
26, TOWNSHIP 18 NORTH, RANGE 3 EAST, IN HAMILTON COUNTY, INDIANA
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID QUARTER QUARTER SECTION
WHICH SAID CORNER BEARS NORTH 00 DEGREES, 10 MINUTES 07 SECTION
WEST 1320.50 FEET FROM THE SOUTHWEST CORNER OF SAID QUARTER QUARTER
SECTION; THENCE ALONG THE NORTH LINE THEREOF NORTH 58 DEGREES 45
MINUTES 17 SECTION EAST (ASSUMED BEARING) 35.01 FEET TO A POINT ON THIS
EASTERNLY RIGHT-OF-WAY OF PENNSYLVANIA STREET, THE DEDICATION OF PUBLIC
RIGHT-OF-WAY OF WHICH WAS RECORDED DECEMBER 9, 1986 IN BOOK 4 ON
PAGES 697 THROUGH 701 IN THE OFFICE OF THE RECORDER OF HAMILTON
COUNTY, IN DIANA. THENCE ALONG SAID EAST RIGHT-OF-WAY SOUTH 00
DEGREES 10 MINUTES 07 SECONDS EAST 742.83 FEET TO WHICH SAID POINT OF
BEGINNING OF THIS DESCRIPTION; THENCE, LEAVING SAID EAST RIGHT-OF-WAY
NORTH 88 DEGREES 44 MINUTES 28 SECONDS EAST 163.04 FEET; THENCE
SOUTH 45 DEGREES 29 MINUTES 54 SECONDS EAST 70.04 FEET; THENCE NORTH
88 DEGREES 44 MINUTES 28 SECONDS EAST 179.89 FEET; THENCE SOUTH 01
DEGREES 16 MINUTES 29 SECONDS EAST 201.49 FEET; THENCE SOUTH 17
DEGREES 07 MINUTES 48 SECONDS WEST 75.87 FEET TO A POINT ON THE
NORTHERNLY RIGHT-OF-WAY LINE OF CARMEL DRIVE OF SAID DEDICATION OF
PUBLIC RIGHT-OF -WAY AND ON A CURVE HAVING A RADIUS OF 868.51 FEET,
THE RADIUS POINT OF WHICH BEARS SOUTH 17 DEGREES 07 MINUTES 48
SECONDS WEST, CHORD BEARING NORTH 81 DEGREES 28 MINUTES 43 SECONDS
WEST 260.00 FEET; THENCE WESTERNL Y ALONG SAID CURVE 260.98 FEET TO A
PONT WHICH BEARS NORTH 00 DEGREES 05 MINUTES 13 SECONDS WEST FROM
SAID RADIUS POINT; THENCE SOUTH 89 DEGREES 54 MINUTES 47 SECONDS WEST
116.99 FEET TO A PONT ON THE EASTERNLY RIGHT-OF-WAY OF SAID
PENNSYLVANIA STREET; THENCE ALONG SAID RIGHT-OF-WAY NORTH 00 DEGREES
10 MINUTES 07 SECONDS WEST 277.16 FEET TO THE POINT OF BEGINNING SAID
DESCRIPTION CONSISTING OF (2.39 ACRES MORE OR LESS.
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Drainage Report
Household International
111 Congressional Blvd.
June 4, 2001
The site is located at the northeast corner of 116th Street and pennSYlvanl~
Carmel, Hamilton County, Indiana. This site is the property of Household In
The existing area consists of existing grass with two drainage structures. One inlet is a
small yard drain, which drains towards the east. The second inlet is an inlet basin, which
is drained with a 12 inch diameter storm pipe that is connected to the existing parking lot
. drainage system to the northeast. Presently the small yard drain drains very little and
the outlet is unknown. The decision was made to eliminate the small yard drain and
install a new yard inlet and connect it to the existing inlet to the west. The roof area will
drain into a sump pit inside the building then pumped up and into the existing drainage
structure to the west.
~ Q
. Q.)
~~ Corporate Headquarters JOB
Seven Parkwood OF
280 East 96th Street, Suite 200 SHEET NO.
Indianapolis, Indiana CALCULATED BY DATE
eso 46240
T 317.848.7800 CHECKED BY DATE
F 317.574.0957 SCALE
www.cso-arch.com
Architecture Engineering Interiors Landscape Architecture Land Surveying ,
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FIGURE 2
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EXAMPLE Tc (min.)
200
Height=100 FT.
Length=3,OOO FT.
Time of concentration=14 min.
L ( ft. )
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100
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---
----
50
40
30
NOTE:
Use nomograph Tc for natural
basins with well defined
channels, for overland flow
on bare earth, and for mowed
grass roadside channels.
20
10
For overland flow, grassed
surfaces, multiply Tc by 2
5
4
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T c by 0.2.
3
2
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TIME OF CONCENTRATION OF SMALL
DRAINAGE BASINS
6
5,000
3,000
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150
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STRUCTURE SCHEDULE
Str No Type TC Elev
Pipe Size/Mat'I/Dir Inv Elev
114 Curb & Gutter Inlet 849.83
12" Reinf Cone West 845.83:1:
6" Corg Plste North 846.58
12" Reinf Cone North 843.53
12" Reinf Cone South 843.58
6" Leaf Cover at Bottom/Str
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1. ALL PROPOSED SPOT ELEVATIONS AI
C SLAB, OR FINAL GRADE ELEVATION.
2. ALL EXISTING MANHOLES AND CATCI-
OR GAS VALVES SHALL BE ADJUSTE
ELEVATION.
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NEW CONCRETE WALK, STEPS, LANDING,
WALL, SEE DETAILS 05/C102, 04/C1 01,
02/C101.
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EXIS1NG BUILDING
FiN.lFL. ELEV. 848.78
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~ KEYNOTES:
(2) EXISTING STORM PIPE TO REMAIN PROT
CONSTRUCTION PHASE
o EXISTING STORM INLET TO REMAIN PRO'
V CONSTRUCTION PHASE
(2) NEW STORM PIPE.
8 NEW STORM INLET.
o REMOVE PORTION OF EXISTING STORM f
o CAP EXISTING STORM PIPE & ABANDON
0) REMOVE EXISTING STORM INLET.
~ NEW 5) 4" DIA. PVC PIPES & 4) 1" DI
V ELECTRICAL PLANS FOR INFORMATION.
o PROVIDE TRENCH & PIPING (LARGE SWC
@ ENTRANCE TO BUILDING (ELECTRICAL RC
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YARD INLET (NEW)
RIM. 847.00
INV. 845.23 - , -
SEE DETAIL 04/C102
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MATCH NEW SIDEWALK ELEVATION WITH .
CONCRETE CURB ELEVATION.
LANDSCAPE BERM @ 2:1 SLOPE, ''TYP.''
SUMP PUMP LINE, SEE PLUMBING PLAN:
ELEV. & MATERIAL.
SILT FENCE SEE DETAIL 03/(:101.
__.~~ __...-B~~f,''''-.' ....
.. ~,~,
,.~p'
".
...........-... -,'..-.....
~~
,....'5"
Q(O -:: O,3D~ Ct, ,07 t/ O.~~ =- 010=' D,1f ~f$
~G~ 111:: '2.D' ;
I
I
......... - - -... - - ....... ,.
.- -,........... .-..... ...-...._& -
.. ..-
--