Loading...
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!~