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Corwin Site Review Plan SheetsJOB NO: DATE: ht t p : / / w w w . r p a - e n g . c o m 25-005 BU I L D P A C T - C O R W I N R E C O N S H O P 25 8 5 U S H I G H W A Y 9 3 N KA L I S P E L L , M T SCHEMATIC DESIGN 6.13.2025 C0.1 VI C I N I T Y M A P AN D C I V I L SH E E T I N D E X SHEET SHEET TITLE C0.1 CIVIL SHEET INDEX C0.2 CIVIL DRAWING FORMAT AND ABBREVIATIONS C0.3 CIVIL LEGEND AND NOTES CV1.1 SITE SURVEY AND CONTROL POINTS CB1.1 GEOTECHNICAL INFORMATION CD1.1 CIVIL DEMOLITION PLAN CI1.1 CIVIL IMPROVEMENTS PLAN CG1.1 CIVIL GRADING PLAN OVERVIEW CG4.1 CIVIL GRADING PLAN - WEST CG4.2 CIVIL GRADING PLAN - EAST CG5.1 GRADING DETAILS CU1.1 CIVIL UTILITIES PLAN OVERVIEW CU1.2 PRESSURIZED SANITARY SEWER SERVICE PLAN AND PROFILE CU1.3 SEWER SOGS PLAN AND PROFILE CU1.4 FIRE AND WATER SERVICES PLAN AND PROFILES CU1.5 STORM DRAINAGE PLAN AND PROFILE CU1.6 STORM DRAINAGE STRUCTURE TABLES CU1.7 DRY UTILITIES PLAN CU3.1 STORM DRAINAGE POND SECTIONS CU5.1 SANITARY SEWER NOTES AND PIPE BEDDING & BACKFILL DETAIL CU5.2 SANITARY SEWER DETAILS CU5.3 WATER NOTES AND PIPE BEDDING & BACKFILL DETAIL CU5.4 WATER DETAILS CU5.5 WATER DETAILS CU5.6 STORM DRAINAGE NOTES AND PIPE BEDDING & BACKFILL DETAIL CU5.7 STORM DRAINAGE DETAILS CU5.8 STORM DRAINAGE DETAILS CU5.9 STORM DRAINAGE DETAILS CU5.10 DRY UTILITIES DETAILS CS1.1 CIVIL SURFACING PLAN OVERVIEW CS1.2 SHARED USE PATH PLAN AND PROFILE CS3.1 SHARED USE PATH TYPICAL SECTION CS4.1 CIVIL SURFACING PLAN - WEST CS4.2 CIVIL SURFACING PLAN - EAST CS5.1 SURFACING DETAILS CS5.2 SURFACING DETAILS CT1.1 CIVIL TRAFFIC MARKINGS, SIGNAGE AND LIGHTING PLAN OVERVIEW CT4.2 CIVIL TRAFFIC MARKINGS, SIGNAGE AND LIGHTING PLAN - WEST CT4.2 CIVIL TRAFFIC MARKINGS, SIGNAGE AND LIGHTING PLAN - EAST CT5.1 TRAFFIC MARKINGS DETAILS CT5.2 SIGNAGE DETAILS CT5.3 LIGHTING DETAILS PROJECT SITE SCALE: NONE W RESERVE DR VICINITY MAP HW Y 9 3 N HW Y 9 3 N HW Y 9 3 N ( B Y P A S S ) W RESERVE DR OLD RESERVE DR CORWIN MOTORS COSTCO WALMART HOME DEPOT LOWES TARGET S T I L L W A T E R R I V E R SITE REVIEW SET AS OF JULY 2, 2025 **SEE CHECKLIST FOR SHEETS INCLUDED FOR SITE REVIEW SITE DEVELOPMENT REVIEW COMMITTEE REQUIREMENTS COMMERCIAL, INDUSTRIAL, AND MULTIFAMILY APPLICATIONS Any applications involving: (1) new construction; (2) change of use of the property; or (3) structural expansion. In addition to building plans and a completed building permit application form, electronic copies of the site plan and any related plans must be submitted for review to the Site Development Review Committee. The site plan must be drawn to an appropriate scale (typically 1"=20' or 1”=10’) and, at a minimum, address the following: ______(1) North arrow, vicinity map indicating project location, and indication of scale; ______(2) All property lines with dimensions (if multiple contiguous lots are being developed, show each property line even if internal to the site and include a copy of the deed for each parcel); ______(3) All existing improvements on the property (structures, fences, driveways, sidewalks, curb cuts, signage, etc); ______(4) All adjacent rights-of-way; ______(5) All proposed improvements, including new construction, parking, landscaping, fencing, sidewalks, driveways, lighting, drainage, and any other proposed changes to the property; ______(6) All existing utilities and utility easements and all proposed utility mains, lines, extensions, and easements; ______(7) Existing and proposed fire hydrant location(s) and/or any proposed fire code related features such as fire lanes; ______(8) Proposed drainage and grading plans (to be coordinated with Public Works); ______(9) Proposed landscape plan (to be coordinated with the Parks Dept.) ______(10) Handicap access, including ramps and parking. ______(11) A full exterior lighting plan, which shall include (a) specifications for all exterior lights (including wall mounted lighting); (b) total pole heights for all poles; and (c) a photometric layout with a 10 foot grid or contours. JOB NO: DATE: ht t p : / / w w w . r p a - e n g . c o m 25-005 BU I L D P A C T - C O R W I N R E C O N S H O P 25 8 5 U S H I G H W A Y 9 3 N KA L I S P E L L , M T SCHEMATIC DESIGN 7.1.2025 CV1.1 SI T E S U R V E Y AN D C O N T R O L PO I N T S NOTES: SEC30 , T 2 9 N , R 2 1 W 1 TRACT 2 COS 20513 ± 4.279 ACRES HW Y 9 3 N 3 2 4 UNDER DEVELOPMENT N36 ° 1 1 ' 4 4 " E 511 . 8 5 ' ± L1 L2 L3 L5 L6 L7 L 8 L 9 L 1 0 L15 L4 L1 3 L1 1 L14 N89°41'47"W 819.93'± 720.11'± 63 4 . 9 0 ' ( M ) 6 3 4 . 9 4 ' ( R ) (B A S I S O F B E A R I N G ) N0 0 ° 2 3 ' 1 7 " E 6 4 3 . 3 8 S36 ° 1 1 ' 4 4 " W 3 7 . 0 0 ' S89°41'47"E 118.48' 96.82' TRACT 1 COS 20513 ± 3.004 ACRES JOB NO: DATE: ht t p : / / w w w . r p a - e n g . c o m 25-005 BU I L D P A C T - C O R W I N R E C O N S H O P 25 8 5 U S H I G H W A Y 9 3 N KA L I S P E L L , M T SCHEMATIC DESIGN 7.1.2025 CD1.1 CI V I L DE M O L I T I O N PL A N 1 HW Y 9 3 N 3 2 4 UNDER DEVELOPMENT NOTES: LEGEND DEMOLITION QUANTITIES JOB NO: DATE: ht t p : / / w w w . r p a - e n g . c o m 25-005 BU I L D P A C T - C O R W I N R E C O N S H O P 25 8 5 U S H I G H W A Y 9 3 N KA L I S P E L L , M T SCHEMATIC DESIGN 7.1.2025 CI1.1 CI V I L IM P R O V E M E N T S PL A N UNDER DEVELOPMENT LEGEND 1 HW Y 9 3 N 3 2 PROP BUILDING 4 JOB NO: DATE: ht t p : / / w w w . r p a - e n g . c o m 25-005 BU I L D P A C T - C O R W I N R E C O N S H O P 25 8 5 U S H I G H W A Y 9 3 N KA L I S P E L L , M T SCHEMATIC DESIGN 7.1.2025 CG1.1 CI V I L G R A D I N G PL A N O V E R V I E W 1 HW Y 9 3 N 3 2 UNDER DEVELOPMENT PROP BUILDING LEGEND FLAT-BOTTOM DITCH (TYP) STORM DRAIN INLET (SLOTTED) WATER QUALITY TREATMENT UNIT FLOW CONTROL STRUCTURE DETENTION POND (4:1 SLOPES) JOB NO: DATE: ht t p : / / w w w . r p a - e n g . c o m 25-005 BU I L D P A C T - C O R W I N R E C O N S H O P 25 8 5 U S H I G H W A Y 9 3 N KA L I S P E L L , M T SCHEMATIC DESIGN 7.1.2025 CU1.1 CI V I L U T I L I T I E S PL A N O V E R V I E W 1 HW Y 9 3 N 3 2 4 UNDER DEVELOPMENT PROP BUILDING LEGEND JOB NO: DATE: ht t p : / / w w w . r p a - e n g . c o m 25-005 BU I L D P A C T - C O R W I N R E C O N S H O P 25 8 5 U S H I G H W A Y 9 3 N KA L I S P E L L , M T SCHEMATIC DESIGN 7.1.2025 CT4.1 CI V I L T R A F F I C MA R K I N G S , SI G N A G E A N D LI G H T I N G PL A N - W E S T HW Y 9 3 N 2 UNDER DEVELOPMENT PROP BUILDING PARKING STALL LAYOUT FF=~2995.00 3- 0 3- 0 3- 0 3- 0 w D CONTROLLER ELECTRONICS. COORDINATE POWER SUPPLY W/ ELECTRICAL CONTRACTOR BACKFLOW PREVENTER ZURN WILKINS PVB MODEL 1-720A. ELEV. 2999.00' POC - IRRIGATION WATER SUPPLY1875 SQ FT 620 SQ FT EXISTING GRAVEL SURFACE 122 SQ FT 1- T2 2- T1 2- T1 PATH 1- T2 1- T2 1- T2 1- T2 1- T2 1- T2 2- T4 5- S2 2- S2 1- S2 2- G2 2- G2 4- S1 9- S1 2- G2 2- G2 2- S1 3- T2 TRASH KEY NOTES 2 4 SPIRAEA JAPONICA 'NEON FLASH' & BRIDAL WREATH SPIRAE - 50/50 MIX [S1] SEED RATE WILL BE 6-7LBS PER 1,000 SQ. FT. IT WILL BE A HYDROSEEDED “ECONO LAWN” MIX OF 3-WAY PERENNIAL RYE GRASS. (29.54%) CREEPING RED FESCUE. (29.21%) KENTUCKY BLUE GRASS “KEN BLUE”. ( 29.79%) ANNUAL RYEGRASS “GULF”. (9.93%) CALAMAGROSTIS X ACUTIFLORA 'KARL FOESTER' (FEATHER REED GRASS) [G1] 4" IRRIGATION SLEEVE FIBER MULCH GROUND COVER - FIBROUS MULCH WILL BE “SMALL BARK NUGGETS” FROM BLACK GOLD THE WEED FABRIC TO BE INSTALLED IS “SRW” BRAND “PRO PLUS B”. JUNIPERUS SABINA 'ARCADIA' (JUNIPER - ARCADIA) [S2] LANDSCAPE LEGEND FRAXINUS PENNSYLVANICA (GREEN ASH) [T1] - B&B FENCE - 4 FT. 12.5-GAUGE GALVANIZED STEEL CHAIN LINK PICEA PUNGENS (BLUE SPRUCE) [T2] - B&B 6' TALL CEDAR FENCE TRASH ENCLOSURE SIZE 2.25" CAL. CONTAINER 6' MIN CONTAINER CONTAINER SEE L1.2 FOR IRRIGATION “AUTUMN BLAZE” MAPLE (ACER X FREEMANII) [T4] PROVIDE ”DEWITT TREE WRAP” WILL BE USED TO PROTECT ALL MAPLE TREES FROM SUN SCALD. INSTALLATION OF PRODUCT-START WRAPPING @ BOTTOM, OVERLAP HALF A WRAP EACH WRAP UNTIL TREE WRAP REACHES THE FIRST AND SECOND ORDER BRANCHING OF THE TREE. 2.25" CAL. 2 GAL. 1 GAL. 1 NOT USED 3 NOT USED 2 GAL. REINFORCED GRASS AREA - NDS EZ ROLL GRASS PAVER “SPRING SNOW” CRABAPPLE (MALUS ‘SPRING SNOW’) [T5] 2.25" CAL. STONE - MIN. 3' OVERALL LENGTH JOB NO: DATE: SO L U S A R C H I T E C T U R E 14 0 0 W H A L E B O N E D R . KA L I S P E L L , M T 5 9 9 0 1 PH # : 4 0 6 - 8 9 0 - 9 3 4 2 KE N N E T H C . H U F F K H U F F @ S O L U S - M T . C O M BU I L D P A C - C O R W I N M O T O R S 25 8 5 U S H I G H W A Y 9 3 N KA L I S P E L L , M T 5-27-2025 25-005 LANDSCAPE PLAN SCALE L1.1LANDSCAPE PLAN SCALE 1" = 20'-0"1 NORTH 1 2 3 4 5 6 7 8 109 A B C D E F G COPYRIGHT © 2015 - VISIONAIRE LIGHTING LLC. THIS DOCUMENT AND THE IDEAS AND DESIGN CONCEPTS INCORPORATED HEREIN CANNOT BE USED, IN WHOLE OR IN PART FOR THIS OR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF VISIONAIRE LIGHTING. PH O T O M E T R I C S T U D Y ww w . v i s i o n a i r e l i g h t i n g . c o m Il l u m i n a n c e a t G r a d e ( F o o t c a n d l e s ) , u n l e s s o t h e r w i s e s p e c i f i e d . PO I N T - B Y - P O I N T C A L C U L A T I O N Ph o n e : ( 3 1 0 ) 5 1 2 - 6 4 8 0 F a x : ( 3 1 0 ) 5 1 2 - 6 4 8 6 19 6 4 5 R a n c h o W a y - R a n c h o D o m i g u e z , C A . 9 0 2 2 0 BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE PROJECT ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS. THE LIGHTING DATA REPRESENTS ILLUMINATION LEVELS TAKEN FROM A LABORATORY SETTING UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH THE ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) APPROVED METHODS. ACTUAL PERFORMANCE MAY VARY DUE TO VARIATIONS IN ELECTRICAL VOLTAGE, INSTALLATION, TOLERANCE LEVELS, BUILDINGS, OTHER LIGHTING, AND OTHER VARIABLES THAT WERE NOT CONSIDERED WHEN THIS PHOTOMETRIC REPORT WAS CREATED. IT IS THE RESPONSIBILITY OF THE OWNER OR PROJECT ENGINEER TO ENSURE COMPLIANCE OF ALL STANDARDS IN EFFECT. THIS PHOTOMETRIC LAYOUT IS THE PROPERTY OF VISIONAIRE LIGHTING AND IT CANNOT BE USED FOR INSTALLATION OF PRODUCTS OTHER THAN SPECIFIED. ***ALL PHOTOMETRIC LAYOUTS, SUBMITTALS, AND QUOTES BY VISIONAIRE AND OTHERS MUST BE PROVIDED AT THE TIME OF PURCHASE ORDER ENTRY. VISIONAIRE IS NOT RESPONSIBLE FOR ANY DISCREPANCIES IN PROVIDED PRODUCT DOCUMENTS ARE NOT SUPPLIED.*** ***DISCLAIMER*** NOTE/S: REP : REVISION DATE : PROJECT DATE : DESIGNER EMAIL : LAYOUT DESIGNER : DRAWING NUMBER : - LS - Lsalgado@visionairelighting.com LS061725MMR-CORWIN MOTORS KALISPELL-01 06/17/25 MMR Luminaire Schedule Symbol Qty Label Arrangement LLF Calculation Summary Label CalcType Units Description Arr. Lum. Lumens BUG Rating Lum. Watts Total Watts Avg Max Min Avg/Min Max/Min Calc Points @ 3' AFF Illuminance Fc 2.77 18.3 0.0 N.A.N.A. 7 A Single 0.950 VISIONAIRE VSX-II_T4L_20L_4K_VOLT SINGLE @ 15' MTG. HT. 17977 B3-U0-G4 134 938 10 A-WM Single 0.950 VISIONAIRE VSX-II_T4L_20L_4K_VOLT WM @ 15' MTG. HT. 17977 B3-U0-G4 134 1340 4 B Single 0.950 VISIONAIRE VSX-II_T5LS_20L_4K_VOLT SINGLE @ 15' MTG. HT. 19753 B4-U0-G2 134 536 HW Y 9 3 N 0 20'10'5' 50' 100' N PROPOSED BUILDING A MH: 15 MH: 15 A A MH: 15 A MH: 15 A MH: 15 MH: 15 A A MH: 15 B MH: 15 B MH: 15 MH: 15 A-WM MH: 15 A-WM A-WM MH: 15 A-WM MH: 15 A-WM MH: 15 A-WM MH: 15 A-WM MH: 15 MH: 15 A-WM MH: 15 A-WM A-WM MH: 15 B MH: 15 B MH: 15 6.1 4.0 1.9 1.2 5.0 3.6 2.0 1.8 3.2 2.7 2.6 2.2 2.6 4.5 6.3 12.6 2.9 2.8 2.2 2.3 3.4 5.2 9.3 9.1 5.4 4.0 2.2 1.5 2.0 3.5 4.7 5.1 4.7 7.6 4.4 2.2 1.1 1.0 1.6 2.5 3.6 3.4 4.1 6.3 10.1 5.3 2.3 1.0 0.7 0.8 1.3 2.1 2.9 4.5 6.0 11.5 7.2 4.2 2.1 0.9 0.6 0.6 0.8 1.2 1.8 2.9 4.9 7.7 8.1 4.9 3.7 1.9 0.9 0.5 0.4 0.5 0.7 0.9 1.5 2.8 4.1 4.6 3.8 1.8 2.3 2.1 1.5 0.9 0.5 0.4 0.4 0.5 0.6 0.8 1.3 2.0 2.9 2.2 1.4 1.6 1.7 1.7 1.4 0.9 0.7 0.5 0.5 0.5 0.5 0.6 0.8 1.1 1.5 1.5 1.9 4.0 7.7 3.4 3.0 1.9 1.3 1.0 0.9 0.9 0.8 0.8 0.8 0.8 1.0 1.3 1.6 2.4 4.9 7.0 10.5 9.2 6.1 3.4 1.6 1.0 0.8 0.7 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 5.7 4.1 2.6 2.1 2.1 2.2 2.1 1.8 1.5 1.1 1.1 1.6 2.1 2.6 3.6 5.2 5.7 6.4 5.5 4.9 3.9 2.7 2.4 2.1 1.8 1.4 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 8.6 5.1 3.3 3.9 4.4 5.3 4.9 3.9 2.6 1.3 1.3 2.5 4.1 5.1 6.4 5.9 5.4 4.0 3.2 3.4 4.6 4.7 5.5 4.9 4.1 2.7 1.3 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 9.6 5.5 3.7 5.1 6.8 10.8 9.3 5.8 3.2 1.4 1.3 2.9 5.8 9.0 11.6 7.5 5.5 2.7 1.8 2.4 4.9 6.7 10.9 9.4 6.4 3.8 1.8 1.0 0.6 0.4 0.3 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 6.2 4.8 3.9 5.4 8.9 16.4 12.1 6.5 3.0 1.3 1.3 2.7 6.1 11.1 17.7 9.6 5.1 2.3 1.5 2.0 4.5 8.4 16.1 12.1 8.3 5.3 3.3 2.1 1.5 1.1 0.6 0.3 0.2 0.2 0.4 0.7 1.0 1.1 1.0 0.8 0.4 4.2 4.1 3.8 3.6 3.4 6.1 7.0 6.6 5.5 4.6 3.4 1.4 0.4 0.2 0.3 0.8 2.6 4.0 4.5 4.1 3.1 1.1 2.0 2.8 4.6 6.1 6.9 11.1 9.6 9.5 9.1 7.3 5.8 2.0 0.5 0.2 0.3 1.2 4.3 6.3 7.9 6.7 5.2 1.6 1.2 2.5 5.1 9.2 12.7 17.3 12.3 11.6 11.3 9.7 6.7 2.3 0.5 0.2 0.3 1.3 5.0 8.1 10.2 9.0 6.2 1.8 1.2 2.5 5.5 10.7 16.3 11.6 10.0 10.2 10.4 8.3 6.2 2.2 0.5 0.2 0.3 1.2 4.6 7.1 9.2 7.6 5.8 1.8 1.6 2.7 4.8 6.8 8.7 6.9 8.2 8.6 7.8 6.6 5.0 1.8 0.5 0.2 0.3 1.0 3.5 5.7 6.6 5.9 4.4 1.4 3.3 3.9 4.8 5.3 5.1 3.4 4.1 4.1 3.4 2.7 1.9 0.9 0.4 0.2 0.3 0.6 1.4 2.0 2.2 2.0 1.6 0.7 6.0 5.3 4.6 4.2 3.8 2.9 2.9 2.5 1.6 1.0 0.7 0.5 0.3 0.2 0.2 0.3 0.4 0.5 0.1 0.4 0.4 0.3 8.3 6.1 5.7 6.2 6.2 5.5 4.9 3.1 1.5 0.8 0.6 0.4 0.3 0.2 0.2 0.2 0.3 0.3 0.2 0.3 0.3 0.2 10.3 6.8 6.3 8.1 10.7 9.8 6.2 4.2 2.3 1.6 1.1 0.6 0.3 0.2 0.2 0.4 0.7 1.0 1.0 1.0 0.8 0.4 6.8 5.9 6.9 11.5 18.3 16.6 10.2 7.6 5.6 4.6 3.5 1.4 0.4 0.2 0.3 0.8 2.5 3.9 4.4 4.1 3.1 1.1 5.1 5.0 5.7 8.0 10.7 11.9 10.0 9.6 9.0 7.3 5.8 2.0 0.5 0.2 0.3 1.2 4.3 6.3 7.8 6.7 5.3 1.7 2.3 3.0 4.4 5.6 5.9 7.3 9.3 10.5 11.0 9.6 6.7 2.2 0.5 0.2 0.3 1.2 4.9 8.1 10.1 9.0 6.2 1.8 1.1 1.8 2.3 2.5 2.4 3.7 8.8 9.4 10.3 8.2 6.2 2.2 0.5 0.2 0.3 1.2 4.6 7.1 9.2 7.7 5.8 1.8 0.7 1.1 2.0 4.2 7.3 11.8 12.7 7.2 4.0 1.5 1.1 2.2 5.3 9.5 14.4 10.0 5.6 2.4 1.1 1.4 3.6 6.8 11.9 12.5 8.5 7.8 7.6 7.5 6.5 4.9 1.8 0.4 0.2 0.3 1.0 3.5 5.7 6.6 6.0 4.4 1.4 0.4 0.7 1.5 3.4 4.9 6.2 6.4 4.8 3.5 1.5 1.1 2.1 4.4 5.2 6.9 5.4 4.6 2.3 1.1 1.4 3.2 4.7 6.2 6.5 5.4 4.9 3.5 2.9 2.4 1.8 0.9 0.3 0.2 0.2 0.5 1.4 2.0 2.2 2.1 1.6 0.7 0.2 0.1 0.3 0.5 1.1 2.0 2.7 3.1 3.2 2.7 2.1 1.2 1.0 1.5 2.4 2.9 3.3 2.9 2.5 1.6 1.0 1.2 2.0 2.6 3.2 3.2 2.9 2.4 1.5 0.9 0.7 0.5 0.3 0.2 0.1 0.2 0.2 0.3 0.4 0.0 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.4 0.6 0.9 1.0 1.1 1.1 1.0 0.9 0.8 0.7 0.8 1.0 1.1 1.1 1.1 1.0 0.8 0.7 0.8 0.9 1.0 1.1 1.1 1.1 1.0 0.7 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ATTACHMENT #1