HomeMy WebLinkAboutApplication
Date October 5, 2006
o
90CKET NO..
FEE: $802.00 (Plus $107.00 per acre when NOT accompanied by a Development Plan)
Name of Project: Kohl's of w~!':t- ("'~rrqel
Address: 99th Street and North Michiqan Road. Carmel. Indiana 46032
Type of Project: Rp-ta i] Bll i ] n i ng ,New Construct j on
Applicant: Atwell-Hicks, LLC'
Phone No. (630) 577-0800
Contact Person: Mike Klingl, RLA
Phone No. ( 630) 577 - 0 800
Fax No. (630) 577-0900
Email: mklinql@atwell-hicks.com
Address: 1245 East Diehl Road. Suite 100. Naoerville Illinois 60563
Legal Description: To be typewritten on a separate sheet
Area (in acres) 8.2
Zoning B-2/B-3
Owner of Real Estate: Duke Construction, L. P.
Clay Township:
Annexation: Y 0l(EJ
Carmel:
Other Approvals Needed:
PARKING
No. of Spaces Provided: 4 h ?
No. Spaces Required: 454
DESIGN INFORMATION
Type of Building: 2-B, Fully No. of Buildings: 1
Sprinklered
Square Footage: 99., 148SFHeight:30' 8" No.ofStories---1-
Exterior MaterialS:Brick .prairieColors: See color leqend on Sheet DE-1
Stone, EIFS
Maximum No. of Ten ants: 1 Type of Uses: Retai 1
Water by: Carmel Water
Sew~by: Clay Township
,
;.'
Z:shared\fonns\PC applicationladlsapp.doc
11612006
LIGHTING
Q
o
Type of Fixture: Lithonia Wall Height of Fixture: 1.5 ft, 25 ft
Pack, Hilton Pole mounted
,~
No. of Fixtures: 7 Additional Lighting: Installed by Duke Realty
'" Plans to be submitted showing foot candle spread at property lines, per Ordinance.
SIGNAGE
No. of Signs: 2 Type of Signs: IlIum; n~t:en ch~nnel
letters with white
Location(s): Center of East elevation, riqht corner of acrylic faces
North elevation
Dimensions of each sign: 4' -0" high, 30' -8.25" lonq, l' -1 .5" deep
Square Footage of each sign: 1 22 . 48 S. F .
Total Height of each sign: 22'-0" (to top of sign)
LANDSCAPING
'" Plans to be submitted showing plant types, . sizes, and locations
"'''''''*********'''******'''**'''''''''************'''*******'''*
I, the undersigned, to the best of my knowledge and belief, submit the above information as true and
correct.
cB~(?<b(7 =
Signature of Applicant
Project Enqineer
Title
Rr~nnnn ~ Pi~r~~ October 5, 2006
(Print) Date
"'*"''''***********''''''******''''''*********'''**'''
/'
State of Indiana,
SS:
,
--- .
r
Countyof~
-'_.../ ....
"
Before me the undersigned, a Notary Public for ~
county,
State of Indiana, personally appeared 6 Ldnc:t 11 /. /j~bl e-- and acknowledged the
execution of the foregoing instrument this
9
day of tJehixe~
, 20 e'J t? .
My Commission Expires:
~4
Notary Public
Z:shared\fonnsIPC applicalion\adlsapp.doc
It..,i.}
.,' I-
,
1/612006
1m
o
ATWELL-HICKS
DEVELOPMENT CONSULTANTS
(.)
TRANSMITTAL
TO
Ms. Angelina Conn
City of Carmel
Department of Community Service
One Civic Square
Carmel, Indiana 46032
DATE
PROJECT
October 6,2006
Kohl's Department Store
Carmel, Illinois
06001110.30
AH Delivery
JOB #
VIA
WE ARE SENDING: DO Herewith
D Under Separate Cover
THE FOLLOWING:
. Seventeen (17) copies - West Carmel Marketplace KoW's ADLS Packet
. Two (2) copies - ADLS Application
. Two (2) copies - Site Plan
. Two (2) copies - Building Elevations
. Two (2) copies - Signage Plan
. Two (2) copies - Photometric Plan
. Two (2) copies - Landscape Plan
. Two (2) copies - Aerial Map
. Two (2) copies - Zoning Map
. Two (2) copies - NRCS Soils Map
. Two (2) copies - FEMA Firm Map
. Two (2) copies - Lighting Specifications
FOR YOUR:
EJ Approval
Use
Other
D As Requested
[][] Review and Comment
REMARKS:
Dear Angie,
Please find the enclosed West Carmel Marketplace ADLS Packet for the proposed Kohl's
development. If you have any questions or require any additional information or assistance,
please feel free to contact me at (630) 577-0800.
Thank you,
Mike Klingl
FROM: Michael Klingl, RLA, ASLA
Cc: Brandon T. Pierce, Atwell-Hicks (via file)
1245 East Diehl Road Suite 100 Naperville, IL 60563 tel: 630,577,0800 fax: 630,577,0900 www,atwell-hicks,com
~
c
.-
c
o
N
;:;;1
~~
III
:;;
[Sag!
Aerial Photograph
fi:
Approximate Site
Location
FEMA FIRM Map
Almond
Ditch
.
*18057C0217F
NATIONAL nooo INSURAIICE PROGRAM
"V ~
~ .~ <3
I> "l> ~
'Well~
1> Run
Sp,'ing Mill
Crooked Run"" Il .
Cree~ JlI \ ~
FIRM
FLOOD INSURANCE RATE MAP
HAMILTON COUNTY,
INDIANA
AND INCORPORATED AREAS
18057C0216F
02/19/03
PAMELS PRlK1IIl: 25, 45, 50, 55, 60,
65,70.80, 90, 105, 1~O, 115, 119, 120, 130.
135, 138, 140, 145, 155, 160. 165. 170, 200.
205, 206, 207. 208, 209, 216, 226, 227,
228, 229, 235, 236. 237, 245. 255, 260,
265. 270. 200, 290
MAP NUMBER
IB057CINOOA
Efl'ECTIVE om,
FIBRUARY 19, 2003
'PANEL NOT PRINTED - NO SPECIAL flOOD HAZARD AREAS
Thl~ Ir: ;I" OIfiCI~ copy of a portlO/'l of lhe abc:Nr rt.ff!rerlced flOOd map, :t
was t:l(tfacted USIJl9 F-MIT On-lme Ths milp docs not rellcct changes
or amendments which may have been made subseQuent to the date on the
tl1le block. For the lalC&! product Imorrnallon about NatlOl'lal Flood In$ural'\Ce
Program 'oed maps c~k the FEMA Flood Map Store at ........w.msc.fema,gQv
~
:4
,k
I
I
OOUlvv
0090~vv
oo~o~vv
OOOllvv
0080Zvt'
OOVOlvv
-I . It
~
rt.:
~tl
~
Soil Leaend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Br Brookston silty clay loam 137.5 37.5
erA Crosby silt loam, 0 to 3 percent 212.0 57.8
slopes
MmB2 Miami silt loam, 2 to 6 percent 3.9 1.1
slopes, eroded
Sh Shoals silt loam 4.5 1.2
W Water 8.8 2.4
...
,~ L'THDN'A L'GH17Noe
-
FEATURES & SPECIFICATIONS
INTENDED USE - Ideal for parking areas, street lighting, walkways and car
lots.
CONSTRUCTION - Rugged, die-cast, soft corner aluminum housing with
0.12" nominal wall thickness. Extruded 4" soft corner arm for pole or wall
mounting is standard. Die-cast door frame has impact-resistant,
tempered, glass lens that is fully gasketed with one-piece tubular
silicone.
FINISH - Standard finish is dark bronze (DDB) polyester powder finish, with
other architectural colors available.
OPTICAL SYSTEM - Anodized, aluminum hydroformed reflectors: IES full
cutoff distributions R2 (asymmetric), R3 (asymmetric), R4 (forward throw)
and R5S (square). High-performance anodized, segmented aluminum
reflectors IES full cutoff distributions SR2 (asymmetric I, SR3 (asymmetric I
and SR4SC (forward throw, sharp cutoff). Segmented reflectors attach
with tool-less fasteners and are rotatable and interchangable.
ELECTRICAL SYSTEM - High reactance, high power factor ballast for
100W/150W. Constant-wattage autotransformer for 175-400W. Super
CWA Pulse Start ballast required for 200W, 320W and 350W (must order
SCWA option). Ballast is copper-wound and 100% factory-tested.
Porcelain, horizontal, position-oriented, socket with copper alloy, nickel-
plated screw shell and center contact. Medium-base socket used with
100W & 150W, mogul-base socket used with 175-400W. ULlisted 1500W-
600V.
LISTING - ULlisted (standard). CSA Certified (see Options). UL listed for
wet locations. IP65 rated in accordance with standard IEC 529.
Catalog Number
KAD 175M R3 2n WBD04 PER PE7 DDB
Notes rype V
LAMP INCLUDED
~@
Soft Square Cutoff Lighting
KAD
Standard Dimensions
EPA: 1.2 ft.2
Weight: 41 Ibs (18.6 kg)
Length: 17-1/2" (44.5 em)
Width: 17-1/2" (44.5 em)
Depth: 7-1/8" (18.1 em)
1-4,,-1
(10.2 em)
17-112"
(44.5 em)
ORDERING INFORMATION
Choose the boldface catalog nomenclature that best suits your needs and write
it on the appropriate line. Order accessories as separate catalog number.
KAD175M
~
KAD 100M
KAD 150M
KAD 175M
KAD 200M
KAD250M
KAD 32OM1
KAD 350M'
KAD 4OOM'
R3
WBD04
I
Mounting
Square pole (4" arm)
(standard)
Square pole (9" armIS
Round pole (4" arml
2n
I vOILge II
120
2083
2403
277
347
4803
TB4
SPD04
SPD09
RPD04
Round pole (9" armIs
Wood pole or wall (4" arm)
Wood pole or wall (9"
arm)S.6
Wall bracket (4" arm)6
Wall bracket (9" arml6
(When ordering KMA,
DAD12)
Shipped Separately
KMA Mast arm adapter
KTMB Twin mounting bar
DAD12P Degree Arm (pole)
DAD12WB Degree Arm (wall)
RPD09
WWD04
WWD09
Distribution
Hydroformed Reflectors
R2 IES type II asymmetric2
R3 IES type III asymmetric2
R4 IES type IV forward throwZ
R5 IES type V square
Segmented Reflectors
SR2 IES type II asymmetric2
SR3 IES type III asymmetric2
SR4SC IES type IV forward throw
WBD04
WBD09
LlArm
NOTES:
1 Reduced jacket ED28 lamp must be used with SR2, SR3 & SR4SC optics.
2 House-side shield available.
3 Consut factory for availability in Canada.
4 Optional multi-tap ballast (120, 208, 240, 277V).
5 The SPD09, RPD09 or WWD09 must be used when two or more luminaires
are oriented on a 90. drilling pattern.
6 May be ordered as accessory.
7 QRSTD available in select wattages; consult factory.
8 Additional architectural colors available; please see Architectural Colors
brochure, form no. 794.3.
9 Must use RPD09.
10 Only available with SR2, SR3, and SR4SC optics.
Example: KAD 400M 82120 SPD04 LPI
II
PER PE7 DDB
I
Options
Shipped Installed In Fixture
SF Single fuse (120, 277, 347V, nla TB)
DF Double fuse (208, 240,480V, nla TB)
PER NEMA twist-lock receptacle
only (no photocontroil
LPILamp includedas standard
L/LP Less lamp
PD Power TraylO
WTB Terminal Wiring Block1o
QRS Quartz restrike system (250W
maximum, lamp not includedP
CSA CSA Certified
SCWA Super CWA Pulse Start Ballast (n/a
100W & 175W)
Shipped Separately6
PE1 NEMA twist-lock PE (120, 208, 240V)
PE3 NEMA twist-lock PE (347V)
PE4 NEMA twist-lock PE (480Vl
PE7 NEMA twist-lock PE (277Vl
HS House-side shield (R2, R3, R41
(SR2, SR3)
KADVG Vandal guard
KADWG Wire guard
Architectural Colorsa
Standard Colors
DDB Dark bronze
(standard)
DWH White
DBL Black
Classic Colors
DMB Medium bronze
DNA Natural aluminum
DSS Sandstone
DGC Charcoal gray
DTG Tennis green
DBR Bright red
DSB Steel blue
Accessories: Tenon Mounting S/ipfitter
Order as separate catalog number.
Numberoffixtures
Tenon O.D. One
2-3/8" T20-190
2-7/8" T25-190
4" T35-190
Two@1800
120-280
125-280
135-280
Two@900 Three@120o
120-2909 120-3209
125-2909 T25-320
135-2909 T35-320
Three@90o Four@90o
T20-3909 120-4909
T25-3909 T25-4909
T35-3909 135-4909
Outdoor
AL -370
Sheet #: KAD-M
KAD 400M Arm-mounted Soft Square Cutoff
Coefficient of Utilization
Initial Footcandles
KAD R2 Test no. 1193083101
COEFFICIENT OF UTILIZATION
.1 .2 .3 .4 .5 .6
2
....
:E:
'"
W
:E:
'"
2:
;:::
2:
=>
0
::0
~
0
'"
....
z
=>
~
w
'-'
2:
~
'"
Ei
4
6
400W Metal Halide lamp, 32,000 rated lumens,
Footcandle values based on 30' mounting
height, Distribution Type II, cutoff.
KAD R4 Test no. 1191110101
COEFFICIENT OF UTILIZATION
.1 .2 .3 .4 .5
400W Metal Halide lamp, 32,000 rated lumens,
Footcandle values based on 30' mounting
height, Distribution Type IV, cutoff.
.6
2
o.
4
6
KAD R3 Test h~. 1192040902
COEFFICIE,D/T OF UTILIZATION
.1 .If .3 .4 .5
o
400W Metal Halide lamp, 32,000 rated lumens,
Footcandle values based on 30' mounting
height, Distribution Type III, cutoff.
KAD R4HS Test no. 1192061101
COEFFICIENT OF UTILIZATION
o
.2 .3 .4 .5 .6
2
....
:E:
'"
W
:E:
'"
2:
;:::
2:
=>
0
::0
~
0
'"
....
z
=>
~
w
'-'
2:
~
'"
4 Ei
6
.1
....
:E:
'"
W
:E:
'"
2:
;:::
2:
=>
o
::0
~
o
~
Z
=>
~
w
'-'
2:
~
'"
Ei
o
400W Metal Halide lamp, 32,000 rated lumens,
Footcandle values based on 30' mounting
height, Distribution Type IV, cutoff.
Electrical Characteristics
Line current Primary
Primary (Amps) dropout Input Power Regulation
Wattage/ballast voltage Start/Operating voltage watts factor (%) line V = lamp lumens
120 2.50/4.00 55
400CWA 208 1.45/2.30 95
Peak-lead 240 1.25/2.00 110 455 90+ :t10% = :tl0%
Autotransformer 277 1.10/1.75 125
480 .73/1.00 225
Tested to current IES and NEMA standards under stabilized laboratory conditions. Various operating
factors can cause differences between laboratory data and actual field measurements. Dimensions and
specifications on this sheet are based on the most current available data and are subject to change
without notice. .
KAD R3 RJ Test no. 1192041502
COEFFICIENT OF UTILIZATION
.6 .1 .2 .3 .4 .5 .6
2 2
.... ....
:E:
'" :E:
W '"
:E: W
'" :E:
2: '"
;::: 2:
2: ;:::
=> 2:
0 =>
:;; 0
~ :::;;
0 ~
'" 0
.... '"
z ....
=> z
~ =>
w ~
'-' w
2: '-'
~ 2:
'" ~
Ei '"
Ei
4 4
6 6
400W Metal Halide lamp, 32,000 rated lumens,
Footcandle values based on 30' mounting
height, Distribution Type III, cutoff.
KAD R5S Test no. 1193111901
COEFFICIENT OF UTILIZATION
.1 .2 .3 .4 .5
.6
2
....
:E:
'"
W
:E:
'"
2:
;:::
2:
=>
o
:;;
~
o
~
Z
=>
~
w
'-'
2:
~
'"
Ei
o
4
6
400W Metal Halide lamp, 32,000 rated lumens,
Footcandle values based on 30' mounting
height, Distribution Type V, cutoff.
Mounting Height Correction Factor
(Multiply the fc level by the correction factor)
25 ft. = 1.44
35 ft. = 0.73
40 ft. = .56
( Existing Mou~ting ~eight )2 = Correction Factor
New Mounting Height
.
Notes:
1 Photometric data for other distributions can be accessed from the Lithonia Lighting website. (www.lithonia.com)
,~ L'THDN'A L'GHnNG@
-
An~ltyBrandsCompany
Sheet #: KAD-M
@ 2000 Acuity Lighting Group, Inc., Rev. 1/04
KAD-M.P65
Lithonia Lighting
Acuity Lighting Group, Inc.
Outdoor
One lithonia Way, Conyers, GA30012
Phone: 770-922-9000 Fax: 770-918-1209
In Canada: 160 avenue Labrosse, Point-Claire, P.O., H9R lAl
www.lithonia.com
HILTON@ - flAT LENS
HOUSING. Large: One-piece spun aluminum housing with bottom door access.
Hilton II and Hilton II Small: Round spun aluminum housing with a choice of two
top~access covers (disc or dornl~).
DOOR FRAMElTOP COVER FASTENERS. Large: Four stainless steel captive door
fasteners provide secure closure and allow easy access with no loose hardware. For
ease of installation. the door frame is freld.removable.
Hilton II and Hillon II Small: Three stainless steel captive top-cover fasteners provide
secure closure and allow easy access with no loose hardware. The top cover is attached
to housing via a tether clip, which frees both hands while servicing,
lENSIGASKET. The flat tempered glass lens, measuring 118' in thickness. is sealed to the
cast aluminum lens frame (Large) or into the bottom of the top access housing (Hilton II
aOO Hilton II SmalO with continuous EPDM exlruded gasketing.
SOCKETS . Porcelain mogul.base sockets. All sockets are pulse-rated.
UGHT SOURCES. Pulse-Start Metal Halide, Super Metal Halide, Metal Halide, Metal Halide
Reduced Envelope. or High Pressure Sodium. Clear lamp is supplied as staOOard,
BAllASTS. Higfl-power factor ballast designed for .20' F operation. The removable
ballast tray features a quick-disconnect plug, Pulse-Start Metal Halide fixtures feature a
Super CWA type baliast. Super Metal Halide, Metal Halide. and 250 watt and above High
Pressure Sodium fIXtures feature a CWA ballast. 100 watt and 150 watt High Pressure
Sodium fixtures feature an HX-HPF baliaS!.
REFlfCTORSlDISTRlBUTlON PAmRNS - Large: Type III (3). Perimeter FOlward Throw
(FP). AutomotiVe Forward Throw (FA), and Type V (5).
Hilton II: Type III (3), Perimeter Forward Throw (FP). and Type V (S).
Hilton II Small: Type II (2) vertical on~, Type III (3), Forward Throw (FTIFP). and Type
V (5). All but Hilton II Small reflectors are field rotatable. Photometric data is tested in
accordance with IESNA guidelines.
BRACKETS. L.argeAnn Mount: 2-1/2" x 6-718" x 6" extruded aluminum bracket is
standard. Bracket and housing attach to round pole with through-bolts and a one.piece,
back-up pole nut plate (included with fIXtUre),
Hilton II and Hilton II Small Ann Mount: A 2-112" x 5-3/8" x 6"length extruded
aluminum bracket is shipped standard. A round Pole Plate (RPP2) is provided as
standard for mounting to 3" - 5" round poles.
Pole Top: The cast aluminum mounting hub conceals the wiring compartment and
mounts directly to LSl's unique .pole-top mounting plate", via a high-strength grade
fIVe steel boll with nylon Insen and split lock washer for double locking. Support arms
consist of four 11/16" 0.0. aluminum rods and are pre.wired for ease of installation,
ANlSHES - Each fIXture is finished with DuraGrip $. LSl's baked-on polyester-powder
fmishing process. The DuraGrip polyester finish withstands extreme weather changes
without cracking or peeling and is guaranteed for five fun years. Standard finish colors
are bronze. black, platinum plus, buff. white, green. and graphite.
DECAL STRIPING - LSI offers optional color.coordinated decals in 9 standard colors to
accent the fIXture. Decals are guaranteed for five years against peeiing, cracking. or
fading.
PHOTOMETRICS . Please visit our web site at: www.lsi.industries.com for detailed
photometric data.
lUMINAlRE EPA CHART
HiflOll Flat Lens
(6' Bracket)
--~~~~.
_~ "'_D180.:
'..~~~,
..'.. T90'
--,-- TN120'
..~
Q90'
. Pole Top
HFSV HFSDV
HFSH HFSOH
1.1 1.2
.-.------------
2.1 2.5
1.8 2.2
2.9 3.4
2.9 3.4
3.1 4.4
1.1 1,3
1.9
3.7
3,4
5.2
5.3
6.8
2.0
HFR
HFRD
HFL
1.9
3,7
3.3
5,2
5.2
6.7
1.8
2.1
4.1
3.6
5.7
5.1
7.4
2.0
Note: House Side Shield adds to fixture EPA. Consult factory.
Project Name West Carmel Marketplace
Catalog # HFL 3 1000MHR F 480 Color
DIMENSIONS
Arm Mount
r=A~
~J
r A 11
I~j
L 6"-
r-;:: A ~
FP]
6
O Bracket.
2-boll Pattern (HIlton II)
HFSVIIlFSH Arm Mount - Disc
HFPSVIHFPSH Pole ro . Disc
HFSOV FSDH Arm Mount. Dome
.HFPSDVIHFPSOH Pole To . Dome
HFR Arm Mount. Disc
HFPR Pole To . Disc
HFRD Arm Mount . Dome
HFPRD Pole Top. Dome
HFl Arm Un!
HFPl Pole To
filtUre Type 51
Disc Top
Pole Top Mount
[Jj
~~
CjElj
Dome Top
c@us
LISTED
wet location
HILTON@ FLAT LENS
LUMINAIRE ORDERING INFORMATION
lumlnmFC . . Lamp. [me . Lumlllalfc
!'reli. Olstnbutlon Walta e light Source l~n, Volta e' Flmsh
Hilton II Small 3 - T~pe III 100 ' PSMH.Pulse.Star! Metal Halide F - Flat Clear
Horizontal IT - orward 150 320 Watt Tempered Glass
Disc Top Throw 175 MH . Metal Halide
HfSH - Arm Mounf 5 - ~pe V 250 175. 250 Watt
HFPSH . Pok! Top quare 320 HPS - Hi8h Pressure Sodium
Dome Top 10 .150.250 Watt
HfSDH - Arm Mounf
HfPSDH . Pole Top
HillDn 11 Sman 2 - Type II 100 PSMV.Pulse-Start Metal Halide
Venical 3-T~11I 150 175.250. 320 Watt
Disc Top FP - er/meter 175 MH . Metal Halide
HFSV - Arm Mount Forward 250 I 175. 250 Watt
HFPSV. Pole Top Throw 320 HPS - High Pressure Sodium
Dome Top 5- Type V 100.150 Watt
HFSOV . Arm Mount Round
HfPSDV - Pole Top 1
Hilton II 3 - T~pe III 250 PSMV-Pulse-Start Metal Halide
Vert~1 FP - erimeter 320 250. 320. 4{)0 Watt
Disc Top Forward 400 SMV.Super Metal Halide
HfR - Arm Moun{ Throw 400 Watt
HFPR . Pole Top 5-TypeV MH . Metal Halide
Dome Top Round 250. 400 Watt
HFRD - Arm Mount HPS - H~h Pressure Sodium
HFPRD - Pole Top 1 25 . 400 Watt
Hilton Large 3-T~11I 750 PSMV - Pulse-Start Metal Halide
Vert~1 FP - erimeter 1000 750. 10002 Watt
Hfl. Arm Mount Forward MHR - Metal Halide Reduced
HFPL - Pole Topt Throw 1000 Watt
FA - Automctr/e HPS - H~I Pressure Sodium
Forward 75 Watt
Throw
s-wev
uare
480V
MT - Multi Tat
IT - Trl-Tap
BRZ - Bronze
BlK - Black
PlP - Platinum Plus
BUF - Buff
WHT - White
GRN - Green
GPT - Graphite
I
1000
Oplion,
PlP peR 20
Hilton II Small Horizontal
Hilton II small Venical
PCI120V - Button Type Photocell
PCI208V - Button Type Photocell
PCI240V - Button Type Photocell
PCI277V - Button Type Photocell
II - Less Lamp
Hilton" Vertical
PCE120V - External Photocell7
PCE208V - External Photocell)
PCE240V - External Photocell)
PCE277V - External Photocel17
Ll - Less lamp
Hilton Large Vertical
peR - Photoelectric Control
ReceptacleS
II - Less lamp
Color Decals
45 - Light Gold
Metallic
20 - Charcoal
Metallic
94 - Blue MetalUc
59 - Dark Green
21 - T ornata Red
55 - Black
50 - White
51 - Dark Red
700 . Aztec Silver
Metallic
EXAMPLE Of A TYPICAL ORDER
FOOTNOTES:
1- \'l/hen ordering pole top fixtures for tenon mOUllting. a pole top adaptor must be ordered.
2. Tn. Tap is no! available in 1000W PSMV. Specify voltage required.
3- Multi Tap is not available in 750W HPS. Specify voltagt reqlrlred.
4- For intemational voltageS. consult factory.
5- MT - Multi Tap is shipped staflllllnj unless otherwise specified. Multi Tap consists of 120V. 208V. 24OV. lIlld 27N.
Multi Tap is pre-wired for higltest voltagt, Alternate \IOltages will requill! field re.wiring,
6. Tri. Tap is shipped standard for Cana~n applications. Tri-Tap consists of 120V, 277V. and 347V, Tri-Tap Is
pre-W1md for highest voltage. Alternate voltages wi!! require neld rc-wiring.
).. External photoceU is compatible with HlIlon II only.
8. PCR .compatible ,with Hilton large only. PeR factory installed end prewired for highest \lljlrage. Alternate voltages will
require field fCWlnng.
ACCESSORY ORDERING INFORMA nON IA,'cl'S',D-.o, "ro ficin 1n.,t,llIcd)
Descriplion Order Number
PC120V - Photocell 122514+
-'.PC20aV.:Ph"otoceij-"'''''.' -......--.----.. .--'-122515~._---..
--PC24-0V::'- Photocell-"--: . .---------u2516';-------
.Jiiffii':-",..E'ruitocell . --.., ... . ........------.---.-.....122517;-----
PC480V... Photocell 1225180+
....fK120V':. Sliliii~@inp---------_._-------FKfiOiI----.-
_ fK2 77_~_:.?lnJl.l~ ~~!~_____m__m___.._...i.~?2y.__
DFK208. 240V - Double Fusing DFK20S. 240V
HOUSE SIDE SHiElD
Hilton la~....J.:::=::::::,"-.".l
Description Order Number
....Qf~.~Q\!_:Q.Q!l!?leJ!J.~i)]g_._. . __ __ .__ __ .._____.__._----PFK48QL___.
FK347V - Sil19le f1J~ng .__'" ,.. . _ FK347V ~___
_J:!E1-.IP1EA H~~;::J:JQ\!~S14~...shield ,____.__.._.__..__~____4J!3QQ4.t:t.._.
HFR FPf3 HSS - Hou~.sjpe Shield _._....___.._____ 156383++
HFSHfHFSV FPI3 HSS .. House Side Shield 168505++
HFSV2HSS-.::House-Sldesii1ekr--.---.---.-----...-----.......'----..168505:;,"--
-aKA-=RliO-WM::-.'.cUniVall Mount Plate for use With RPP2 123113ClR
BKs:sTi-WM-<tTR'Wiill Mount Plate farflat Arm 123111ClR----
+ PC Photoceil compatible with Hilton Large only. ++ 8lack only.
Hilton II Small (Disc and Dome Top)
Hillon II (Disc and Dome Top)
';.'~"'':'''-='='l:.':r.>"''::':~'=:~'~
,-'-'---'---"'~'--.....
r---C~==:~
~_..-
TYPE I~ TYPE tn. AND fORWARD THROW (FMP)
(168505) c 2004 LSIINOUSTRIES INC.
L_.--t~.~=~:~:_j
TYPE III AND fORWARD THROW (fMP)
(4343004)
prf1ject Name West Carmel Marketplace
Catalll!J# HFL 31000MHR F 480 Color
[~']=_.
........
TYPE 11\ AND FORWIlRtl THROW (FI>JfI')
(156383)
____----1 Fixture Type 51
. ~
RTA25C8B4ROO Round Tapered Aluminum - Without Arm
"D" 0.D'1 f-- ,,-/ Pole Cap With Stainless
1,./ Steel Screws
-/
I
,i ~Arm Drilling Specified
I By Customer
I
OpllonalTenon Mounting (specify) '-.... r
2 3/8" 00 Tenon '-... ~
3" 00 Tenon
4" 00 Tenon
/ Tapered Aluminum Tube
"B" Wall Alloy 6063-1'6
Satin Ground rlllish
I
I
"A"
Mounting
Height
!
i
!
I
i
I T~
I ~ Internal Damper Bolt Orde
l~ (InstaUed) rk
i i
. ! (4) 1".8NC Galv. Stl. Anchor Bolts, ~
AASffTO M314-90 Grade 55, 10" Of \J
Threaded End Galv. Per ASTM Al53.
(4) 1 "-SNC Galv. St!. Hex. Nuts I )
(4) 1" Galv. Stl. lockwashers ~
(4) 1" Galv. Stl. Flatwashers
'G" Bolt Proje<.tion
~ i
Th::'" . ".:~
4" ~ ~ ~.. ~. 0
...:J .
".. 6....' .
Ground Lug Opposite Handhole
For 6' 00 Poles And Handhole
Flame Tapped 3/S'-16NC For
Grounding For All Others
NOTE: And10r Bolt Projection Must Be Increased When
leveling Nuts Are Used.
. I__""'W~
I I Cover And Stainless Steel
He~ lid Screws
"C" 00--- I 3" ~ S" For 6" Poles
L 4" ~ 6" For All Others
0,
I
l' - 6" I ~ Base Flange Alloy 356-1'6
I With Bolt Covers and SS
, Hex Hd Screws
"E" Square--] f-
Mlg Wall Butt Top Base Bolt
H t Thick. Dia. Dia. Dia. Circle
25 .156 8 4.5 11.25 11 -12
STANDARD FINISHES: (add as suffix)
BA Black Powder Paint
BH White Powder Paint
BM Bronze Powder Paint
BV Dark Green Powder Paint
01 Satin
. Other finishes available. consult factory
Anchor
Bolts
1 x 36 x 4
NOTES: (1) Effective Projected Area (EPA) in square feet. EPAs calculated using wind velOdly (mph) Indicated plus 30% gust factor.
(2) Standard Rnish - Satin Ground.
MOUNnNG: (specify)
2.375" tenon
3.0' tenon
4.0"1enon
Number of floodlight mountings per arm by crossarm part #.
Mounting configuration by crossarm part #.
SHAFT:
Pole shaft shall be constructed of seamless extruded tube of 6063 aluminum
alloy per ASTM 6221 and shall be full-length heat treated after welding on the
base flange to T -6 temper. Shaft shall be free of longitudinal welds. Pole shaft
cap, when required, shall be of cast aluminum of 443 or 356F aluminum alloy
and attached utilizing stainless steel screws.
26252 Hillman Highway, Ablngdon, VA 24210 Phone: 1-800-368-7171 Fax: 1-276-62S-n07 Web: http://www.hapco.com
Customer Name: Barth Electric
Project Name: West Carmel Marketplace
Customer P.O. #:
Finish: TBD
Date:
Quantity:
5/19/2005
,
",-
......,
Bingham . McHale".
12/5/2006
KOHL'S COMMITMENTS
ATTENDANT TO
DOCKET No. 06100005/ADLS:
WEST CARMEL MARKETPLACE
Conditioned on Plan Commission approval of Docket No. 06100005/ADLS (West
Cannel Marketplace Kohl's), the Petitioner Kohl's sets out the following commitments to be
made part of the ADLS Approval. In addition to the commitments contained in the Application
and Plans and Specifications submitted in support of the Application, Petitioner commits to the
following:
1. Once a Store Grand Opening has occurred, Petitioner agrees that no deliveries
(trucks arriving or exiting), whatsoever shall be made to the property between the
hours of9:00 P.M. and 6:00 A.M. along the east/rear elevation or to the loading dock
area. Petitioner shall prohibit the idling of trucks on the property between the hours
of7:00 P.M. and 7:00 A.M. Offloading of merchandise within trailers already at the
dock shall be permitted at any time so long as done within the screened truck well.
The hours restriction noted herein shall be clearly posted on the rear of the building
at the delivery drop-off point (provided, however, that it is expressly understood
that no signage indicating these restrictions shall be posted in the front or sides of
the building).
2. Petitioner shall not install any outdoor speakers on the east/rear elevation of the
building.
3. Petitioner will install flat-lens lighting on the east side of the building per the filed
lighting plan.
4. The height of the brick/concrete wall at the truck well shall extend to 4 feet above
the top of the delivery door, per plans filed.
5. Petitioner notes that the landscaping of the east property line shall be installed by
Duke Construction ("Duke") per the plan filed by it in case number 06060005 DP.
This landscaping plan includes berming in the northern area. Additionally, a solid
wood fence starting at the south end of the east property line and extending to the
point as identified on the exhibit attached hereto as Exhibit A shall be installed not
later than October 31, 2007.
6. These commitments shall be binding on the owner of the real estate and each
subsequent owner of the real estate and persons acquiring interest in.the real estate
following approval of the pending Application unless the commitments are
modified or terminated by the governmental authority authorized to make such
modification.
,
Bingham . McHaleu,
12 / 512006
7. These commitments may be enforced by the City of Carmel, Indiana Planning
Commission (the "City").
Executed this
day of December, 2006.
KOHL'S INDIANA, L.P.,
a Delaware limited partnership
By:
)
)SS:
)
STATE OF
COUNTY OF
Before me, a Notary Public in and for said County and State, personally appeared
, and acknowledged the execution of
the foregoing by and on behalf of Kohl's Indiana, L.P., a Delaware limited partnership.
Witness my hand and Notarial Seal, the _ day of December, 2006.
Notary Public - Signature
Notary Public - Printed
My Commission Expires:
My County of Residence:
This instrument prepared by Mary E. Solada, Attorney at Law. Bingham McHale LLP,
2700 Market Tower, 10 West Market Street, Indianapolis, Indiana 46204-2982.
--
-ozn I
:000
!liill~
~;g~
_0....
iil~@
Z:j
g!f~ I I
~~51 ) A~lo
Z~~
-<F~ ' \~
!;lID
'"
~~~
lil~ \3: 0 I I ~ i
l;i'" I~~ I
"':i!
!:I 0 I
"'c ~ : i
-< l
:i! ~ ~
'" ~ !!
" ~
f a
~ ~
~
~ ~
.~
~
~
~
~ j
~ \
%l I
';:::<
"z
(j)
(")
)>
I
~
~
(]1
~
I
~:
\
\
\\
'\ lllt'ill
\ 'Ii~
\
\
\
\\
t\,
\
,
. \
~ \
\
to
ct
0:
II
0J
0=
49' 6"
I'V
(]1
39' -4" .
\
!
I
\
\ .
"-J
~.
".2'
~
.II
I
l
!
L
::E
g,
;+
~
~~I~!iI~ S
z ;r: ID
Pljl ":;III~O
~ (,l
- filo
.. 0 ~~:
~
f,~
~ WENT
lil~ KOHL'S DEPARTMENT STORES
~ CARMEl, INDIANA
~ EXHIBIT A
9 ALTERNATIVE SCREENING EXHIBIT
SECTION 7
CLAY TOWNSHIP
ATWELL-HICKS
Engineering . Surw)lng . Planning . Environmental . Water /Wastewater
1245 E. DIEHL ROAD sum: 100
IW'EIMIJE. IL 8Oll83
888 850 4200 III
III IotlaflGAN IWNOIS OHIO FLORIDA .
www._I-hk:tc8.comlle8lgn Ann 11114-003OO2
TOWN 17 NORlH, RANGE 3 EAST
HAMILTON COUNTY, ILLINOIS
~>;..~~.:~~.~..~;;~~~l~~~~~:~~~~~~~fr;W~~J~~~."l~~~~~~i~~.'~~;i{~:*'J;~~~~~~~.'~~pj,ll;~~f~l~(.'::.' .... \~"t~;~
l
o J ~
o -JL---J~_;~~
Jt.*~:-.>i
TYPE
~
,,-I'
FRONT ELEVATION
MATURE SIZE
~r PERENNIAl "-U~ fAll WI 1'-O~
SI"HtM)
. SMALL DECIDUOUS 2'.0. TALI. W! 2'-O~
SHRUB SPREAD
~ SMAll CONIfeROUS 1'.6" TALL WI @'-O"
SHRUB SPREAD
" LARGE CONIFEROUS 5'-0 TAll WI 5'-0.
SHRUB SPREAD
0 L"'HGE DECIDUOUS 6'.0 fAll WI 5'-O~
SHRUa SI"nEAD
9 ORNAMENTAL 12'.0 '^ll WI IS'.O~
DECIDUOUS TREE Spr~EAO
(9 CONIF~HOUS IRI::I:: 20'.0 TALL W' 12"-0'
SPREAD
~ LARGE 45'-0 TAll W: 30'.O~
DECIDUOUS TREE SPREAD
",:;,!j
A;
'( .i.:~
LANDSCAPE LEGEND
o
I
----t-----t' ___~.O"""""
--'EL"130'.S"
" ,
L Il. JT'lP I
'1i
f~ flOOJl
~~~~~~.
-:;.4J
RIGHT ELEV A nON
I
$1 ~~ ~b~SONRY
19 ~~. 0;~if IlMID
flN,FlOOl<
~r-----------$ ~,~2rlEfeA11o
C", -;t-
;~'*'
:' fN'/;;t'
o
I
,
0-ffi~~-----j---:--------
I 12 I
, .
0-~?~~Y
~ 1.0 ~"'30"FlV SCRff'N '^'....~L r-
tl.'"II.!.l ~
o ~'~,;:g;.~~T 8AI~
o ~~.~~~"
'iii, flOOR
" f-
LEFT ELEV A nON
SCAlE: 3132." 1'.0-
L
cm::J3]
KOHL'S - CARMEL WEST. IN
11178
8896 Walnut Creek Dfive
Carmel IN 46032
OEVELOPED BY.
KOHL'S DEPARTMENT STORES, NC.
N68 Wl1000 RlDGEWOOO ORNE
lo!~MOfEE FAlLS. WISCONSH 53061
TElo 12621 703-1000
FAX. (2&2) 103-110&
ELEV A TtON KEY NOTES
1 ROOf WE AT WAU
r:;'\ BUILDING SIGNAGE 8Y OTHERS OVER fiNISH WALL SURfACE.
o fINISH CONTIr<<JES aatt,() SlG"VtGE
o ELECTRIC;l.LUGHTf~Tl.Jl;iE;
4 DOCK SI:AL. fACTORY FINISHED. SEE DETAIl 2~A2
IJ)e>>.0P'I'
o ELENe/TBEYONJ
@ w,soNRYllC'lEDtWAll
10 fUlLI!RIC"VENEEAACcrNTfIAl-tlIS
o PRE.fINtSHED AUiM1N1JM PANEL TO WorCH STOREfRONT COlOR
12 BUIl..CNO~lOCA"TlO'"
2
1J PRE;.fINISMEO UETA.l. SCUPPER At,() DOWNSPOUT
@ SECTKlNAl ??oo
I' All'MNUMSTQRfl'R(MfOCQl:t
11 OPEN SfEElSlAJRSAND RoloIU"GS" SEE OETAI1.28//l.J,1
PRE.flNI$HEO ALIII.lINlitolIlAr<<l IlV STO:U;fRONT SUPPl.rER.
1& MOUNT Cl:NlEROt Bl\NU A' E.l."11l>.!>". SEE UttAllS
22JAI2AND3"AI2
BEPiCH . tAHOSCAPEFORMS MODEL "'STAY". BACKLESS, PiO
@ ~~~~~~O=.-=~'~'=i.G VERl'Yv.mt
20 EJCPA'{SIONJClNT COVER ray OC-lElOPEA)
@Aa.;ACfNfIlUI.DlNGiIlVOTl1ERS)
@ '2" HIGH GUARD RAIL. SEE ~IAI.t
FINISH
I f'RAU'lIESTO~IlY8::NO
ftUI.ISTI!'ts
1-) eXPOSFor.ow.:RFTf_
SACJQ:Dfll'llSH
3
11 fULL BRICk VENEER ACa ICl PAINT nuo COlOR"
Bo\ICI J fO MATCH ""!:.
lei P",INT ...ccon eOLOI!.
k IO......ICH.....
PORCflAINTIlE IT 12~"
Jl 3/8. NOt.!. flO~?Oeml 1'!>2) OIlAY \lIST
BVII<rt"LSTO~EDESlGN t SAl-VllLASJtlYUWYVII
~~CN> COWRrOMATCH"t.-
4
PHONf 414 276.1760
fAX
414276.1764
fmoil mo,liI]llwoe&'"w:dllH.cOln
NO OATF AY DFSCRIPTION
K~-pnll'Jrdlor~""""R"""'"
6~-pnntedlor...Dt55utm,n.1
~~-I'''''r<MI''''I'I.neo......js-'-Subon,It.1
1':,--
1':,===
1':,---
I':,
,0,===
,0,__
I':,
EXTERIOR ELEV A liONS WITH
HARDSCAPE PLAN
SCALf
3/32" - 1'-O~ SHEET.
PROJECT:: 3105.11176
ORWN BY AOL CHKO BY. JRC
DE-1
5
DATE '''iSUfO
09125/00
.--I
CA-10
1oQol-12
FRONT aEVA110N FClU'IDA11ON l.ANDBCAPE DETAL
SCALE 0 10 20
r-....~
," = 20 FEET
LE<BID
I;c;(1 NlEA TO BE SlIlDED III1H
6621 ~-ROO1ED KENlUQCY BLUE GRASS
(i J WORKING DAYS
BEfORE YOU DIG
CALL JULIE
1-800-892-0123
- ~~~~~aT11ES
ltIE LOCAllONS CF EXISTING UNDERGROUND unullES ARE
SHOVIN IN AN APPRmauATE WAY ONLY AND HA~ NOT BEEN
INDEPENDENn. Y VERlAED BY THE OWNER OR ITS
REPRESENTATIVE. THE CONTRACTOR SHALL DElERMINE THE
EXACT LOCAl1ON or AU. EXISTING UlIlI1IES 8EF'ORE
COMMENONG WORK, AND AGREES TO BE FUlLY
RESPONSIBLE F'OR AHf AND AU. DAMAGES MilCH MIGHT BE
OCCASICJ\IED BY THE CONlRACTDR"S FAlWRE TO EXAC1l y
LOCAlE AND PRESERVE AN'( AND ALL UNDERGROUND
UllUllES.
HOllCE:
CONSlRUCllON SITE SAFETY IS THE stl.E RESPONSIBIUlY CF
1HE ~ NEIlHER THE ()'Ml(ER NOR THE ENGINEER
SHALL BE EXPEClEO TO ASSUWE ANY RESPONSl8lUlY fOR
SAFElY or tHE WORK. OF PERSCIIIS ENGo\GED IN THE WORK.
OF ANY NEARBY STRUClURES. OR or ANY OlHER PERSONS.
COPYRIGHT @ 2006 A~LL-HICKS
NO REPRODUCnON SHALL BE MADE WITHOUT THE
PRIOR WRITTEN CONSENT OF A~LL-HICKS
I r-- I 1 ----r---_ I
1 ! I i I I 1 I i
, ; , I
-J- ~_L r ! L 1 [ i i + 1
J i --t - 1- -t- - I- I
, t i I t 1 I i
I' r -r---r
1 I' 1 I
I r f I
-,- -I - -J- ~ -
I 1 I I
r 11'1
"I
I I
I 1'1- i
~j~~
1'1 ;a:
h~ ·
~ I~"
, I
~
"'"
\.
\
~-
~~
~~
~~~
~
-
SIDE aEVA110N FClU'IDA11ON l.ANDBCAPE DETAL
SCAlE 0 10 20
r-....~
," = 20 FEET
--....-...
~~
..I
Wl!
0: ~I
_1i8 ~~
E - eli!..
:z: ~ ~I:~~
· .5 i... f
.... . ire III
"15
....ii .:~I
Ii o.J .. !l
III~! ..~!
~...- ~I
-- t 5,
1-01
.(:..
.
oS
...
.5
-
~ (11
Ul 6
<
... z
'" a. ;!
l!I :E ~
~ (11
a: i z
~ ~ is
l!i >- 0
z < z
-' ~
c: 0
-'
... I :i
is <
J:
1=
(J.
llf
13
~
(1)< z
I-~ ~
ffic a.
I!~ w
~
~d 0
(11
jh2 0
z
Q~ <
(1)0 -'
:...
5
~llc:
il
CAD FlU:
0600111OSP-OJ-LS
~
RE\IISIOHS
DAtt
'0/06/2006
8P-03
PL.ANf.8CHEDlA.E
KEY. QTY. SPECIES
SIZE
REMARKS/SPEC.
CANOPY lRITS
gp .
2.5"'caI.
-... -
P"-
....
ORNAUFNTAlAAuLn-STEUUFD lRFFS
AG 8 :::dI~~fcmJn briII/flnCl,' 2.5' caI.
DFf'JOLlotJS SHRUBS
....
EA 24 l'uonjmllS flitlto "compotto' 36M - 4T HT.
Dworl Bum1ng _
sa 52 $Jhcr 11 I1umoIdo 'Anthony lib'...... 1r - 2"- HT.
AnthOllY Ibtarr *"*'
\1l 33 KrtIumum dentatcHn 24- - 36- HT.
AnD.. rtOOd tIrbumum
....
Cant
Cant
FVERGRFFN SHRUBS
JCHG 42
24- - 36M HT.
olmt-us chtaenals 'Hetzll coIunorl:,'
Hetz/ upright ..im.,...
.Am...,. "'0 tamo1sclfollo We.. Blue'
N." BIw Tam hi"""
TtIltU/J 11 mlldla 'Senzam'
Son.... _
TD.1W )( mMJa 'HIt:Ic.n"
Hick. Y...
Cant
1B- - 24- HT.
.IS 24
Cant
1r - 2"'- Hr.
15
Cant. __
Cant, __
1r - 24- HT.
'"
ORNAUFNTAI GRASS.lt: PFRFNNIAL S
HH .. _'" '/kppy Return' No. 3
Happy Return OoJlII/etI
CA .. ~ tlCUHIfoIlo )(art Forater' No. 3
Karl Forwtr FeotJur RfMd Qova
P1 52 -- .......'" 2 1/4M Pea pot
Poc_
18- O.C.
Cant
Cant
. . . .. t1
'(SEE SIDE ELEVATION FOUNDATION
DETAIL THIS SHEET
-1YI
I
KOHI:S
/SEE FRONT ELEVATION
....L. F~ATI~TA~~ S~
I~ij I
rlf-::: k~\~$1,~~~<,~ ~ / ~",~ ~ ':" I
~,:: J t'~:~.:-;.""J,1 - cj..~,) ~~,~,;'''~~ I, cP
y : e~""\'~"~ ~-=r
==-t~~ 1-" rwgf~ -; ~w Ii
=11--- =L-= =={= --:t== -t-- !_::.t=I._
--f:-- ---1- ~-=I--- =-~ =-~l=
==tt- .---t-- -~ PARKl~-LOT ...- '.-- :.::=r::-
,,".- _.1= ~-- ANDSCARE-jREF-ER m.:rf'W-. ..1..11. ~.
-,r-- 'I ;NGINEERI~ANS -y--- ---.-_-
----i~- ~- EPARE~,(-WOOLPER-T..-"
QC5oCb2=J'~
==l= =t-- =i== =~i--= :=~=:
-l~- --1__ =-r--- --t- r -i--
~ ~ ~.J~ _~~,..=.. ~-= ~
-f, i --j-- -r--_..J- -L
ir- ~- -~ --4-__ --L_. -1-.
-':-- -I -i- -+- -I- -+-
rn-- -~-~~J_- -.(- -~ - -). - - IDn - {--~ _ )-nu:J- _ _ _
1111 I Ill' 'I I -
, . I I , .. j.l
~
--+-
----f-
_-1_
I
:::I=:
--1-
OJ
--+--.
-+-
--;-
-1=
..+-
--r-
--r--
-.-r-----
-t--
._f---
--t-
eD
UlU
III .....nD ............. -1M .....- II
~ aID -.. __
......V.
...- ..-
-,w I) 1/...... ...-'-... . ....... . ....... . .........
S)I:)IH-"IM1V
VNYIONI '.uNJ1OO NQ1'IftYH
dlHStwQ1 AVTJ
JSY:lI E 3IlIMI 'IWIllII Ll IIIQI.
L IIlIWDS
i
YNWDI "'1RVO ::
DIQ&S .LfGNlWcBCI ..... __ II
NY1d ORl13f'lQ1OHd
/
j[ ~ ~--
1~0 ~~
,~S ~
) ~ Go 'b.o 'b.o 'b.o 'b.o 'b.o
~ /~ ~~ .. ,
/~~ ~.~.o 'bo 'b.o 'b,o 'b.o 00 'bo 'bo 'b.o 0.0 'bo
_ _ / ~/I' ~o 'b.o ~_'b.o--'b;,-"b.T"1r.1-"b.r-'lr.o-o.u-"b~.a-o:o 'b.o
- - - .~ - - !t' 'b.o 'b~-~hD}iL.~ ltt'~I""'_o.L'b.L 'b.o .0 0.0 yo-
-- / ~""""'..".o 'I>.~1....-(~ ~~'b~ 'b. "u 'I. 'I, 'b.. ~ '1>., 'b, 0 0.0 lo
/' / / \ \ 'b, 'b, 'b.l ~~~rrntm:};1ttnJ:'r t ' :~ t
.- ~ 'b.o 'b.o , ~~""':' 'b.o ~. '1~ 'I.. "'...._~..-~:s-""-~-;.~-;,~A-;.~-'~-,:-~~-,,;- 0.3 ~
~.- - - "~~" 'b.o 'b.<~ ., ... "L. '!I.. '!I.. '-0 .... ~""';-"L. '!I.. ~.o "" ... b \0 b .... "" '!I.3 '1.3 7 0.3 'b.l .
-..~ ,\\\\\\ ~........... -- - - - - -- - - -
I ~. ~ --.S\.__ "'\\\\\'\\\\\~I(- ~~ ,..~- ..", \.2 ..., -~~-~-~-.:.-tt\."" ".1 ~. t Y I~~I }. tl ~ ~.2 ~o '!IA '1.t 03 'b.2
:::- ._--=~~ li'T/' I! 'b.o 'b, y '!I'7)'<.Va 'I.. ~~)-i--"(.O \. ".. '10. A".'" f> 1'!I.q ,1'3 I'll T. l'Ii ~ '-0 ~7 "L7 'I.. o~ 'b.l
~ T'I-IFjl ~ '1' 'b.o 'b.2f~>. \~_;;~,....". '-7 '!I.. '!I. ".. ... '''.3 .... "".7 "'II.. ".3 \. ~.. 'I.. J 0.. 'b,
I I' 'b.l "/' ~~-~ ". '!I. '!l.2 '13 '\.3 '!I~ ,-, 'b, 'b.. 'b.. '\.. ".0 .... ..... ... '!I 7 -or'b'Ji
111111 fL. I II! I fl' '1./ .-".0 ~.,]'" '1.So"" '" ~ 'b7 ...7 '10 ....."''b.. b ~ '1>., 'b.3 'I.. ~.2 ..... \.0 ".. "Lo I
- ffi I ",-y ~".~ I I fil" . '0 \.. ".. '!IA ! ,..,'"
..- I II I I II' , ~ 'b.o 'b.l 'b.7 'I.. ~.. .... ..... .... '!I.7 :---' Y L
- I II II! f- ....
~ == III ,Iii i II E E ~I" " .. " " ., " ".1'
= == i., II r I j ~ IE ~I WYL
= - "II ~ " I, = b I ~ U
- = 1\ II - ~ . '
= = ./1 ~ I. i = + Ii~' i
" ~ ;, II '~Im II ~ i i' J
~ ~l ,illl, ill I I ,,~ i I ~1Il
c--- - /111 I i
- ;; \= I J~, "II ,I W [n
./ i U '~~-'I l !
.. - - c - '"" -'.' - ~-I .. \. t! l
(-1 i I
=== - I \ "'" It:, I. r"j
= ,I Ii I u. . I ij f )
- I! I I I J i
- I I",,' ! I' r I
= I I ' I --Ii-
-- ! I I" --l-
= III ~ it II :
= Iii I, 'I I
,_c.......- 'I -t-.
'- C I I I I
~n I ~ iii, r-~
== IIII-r
== I I Ii:
= I' ,I
r-J =il" L. - II '
.- =1 jl p, ~ II I I
!Ilil~~ \1
..... \ /1 / I
.............. II /
1l~~_~ //'
~:: ..-~!
/
"
.r 1
z
J -::I ~ t:"" L
~ ,.. 1/ ~ 1,/'
~u~ i?-~
~ ~ 1 ~ .-~ =L
21 ~p n ~ (-~ILU
c
-:'~'
j- (1J
--
--I-
---
---
: =t= == .'. __ ~> _ __
~;I ~-;:;-I-~---~-~-~;-~~~; (~~III'
-.~~- -"
A,
(f"
~
-----...
.--
Ii
(f"
I!
~ i 5
I: I
~ II, I, I~ i ! i !:~ I ! II ~ ::
r--~
,~-11 , I II I I I IU
r-, I .--..
I
~III
r-~~i: !.
~ ]~ == Ii
o la. Sf
I ~II~I.~
Z
II 1.1
ii Iii '.1
Ii "'I'" !! s
! 81 I su.
ih! I~ I iil
Iii .~ ~U.
!-
l...
RI~
II!
~.
III!
~lli
I ~'II
I ~!;i
~
f ~
I ~
~ !i
j ~
u I ~
! a
I I i
~
!U . M
::I :
~ i i T
t ~ I ~ i,
I i R.~
~ I + rt
!!l I ; i;i
=> ~
~ 8 .
~ - 15
ll! ~ . @~~
~ ~ I ;
~ I 0- <( ~
ti e I!~