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SDP199900070 Plan - Approved 1999-05-13
TMP 45-104B5 3 PK co I SOT Fco ILO co I O THE GARDENS PARTNERSHIP, L.P. s"� / co d •3� 9� /� / UJ 11 IF 150.01 ' // / ' cs II N24'23'454E it I GRASS \ O o a I I IF // ' \ C0 I C0 7t� cA 3 L P / u7 Rt GO sDAH' ''' / / AG �•/ _ INV=88. 77 \ EX MH�- I(- \ T=94 16 CG 2 \ BENCHMARK r Q CL II SDM Q 2N / / \ (ASSUMED DATUM) 3 \ \ J CG-2 I W 2 8 " PVC @ 1 % \ 00 FT_ \ Y 3 12 R r7r o m m 9 5------- A D I N G S P C 15 ' R r� cis cast 1 w I) I CU I it ' t' 5 ' 3000 psi CON �TDEWALK 1 1 t0 N LC7I— MWI i \ z II v _ 'r LzLI I i ROOF DRAIN COLLECTION \INV 91.200 6> O 1 Q II w z / PAH (,IQ 1"l 4 / \ II �: I -z J / / \ NOTE: FUTURE BUILDING (12,172 SF) `��r o .__� (APPROVAL OF THIS SITE PLAN DOES i0 W I z g g G \\ NOT IMPLY APPROVAL OF THE SITE PLAN a 11 I �' ~ I 5/ H FOR THE FUTURE BUILDING) S ( a �I n PHASE IN 70' RELOChE WM(IN ISLAND 12' Q ( o 11 I p FF 95.75' / c > o MATCHLTNE II I 1st FL = 6760 S / / t \ z co Z \ r z r_ W H 2nd FL = 5120 F / 0.5 r00TCANDI_E j`Q 2 Rf�/ x I z x 1 / a / / _ _ _ _rF_ to c*� Q _- W / i M I I w II ( I w I W I r --- -- -- =-- - / Y.i�i ` I ! - trt . ^—�T - - ..r:;•A / _ r - ni i / O CL C� C n II I I I F ---- — ---_ _ K Ul 400 M METAL VHALIDE L GHT / c� ( m 0 COMPLY WITH SEC 4.17,4j� / I 1 e' 300o Psz coNCRETE i_K (0.5 FOOTCANDLE @ 60' — 2x MOUNTING HEIGHT) >� i I m Q Lo QQ 1 SMT D / /Ll �� / ♦ / \ B 114 P �7 — (� c� CC J cn I Q WV M dDH „gl N / 5'R / EX EDGE OF PAVEMENT LLJ / � C1 � LC7 ~� N24'23'45"E 326.00' TOTAL TRAVELWAY / 1 VEPCO SMT" I co 1120� P" 07 w W W � W _ � 143.00' 24' PRIVATE INGfRESS/EGRESS / ' z � W � co �? d o EX 8" wL W W I W W N UTILITY EA EMENT r 6M W w 1 Q Lo ( c0 v 24 / I l TMP 45- O4B3 20' ---�•. 15 i2 `r) I W a rn -� F 72" STORM WATER DETENTION PIPE CENTRAL ti � I o m W TDE�_ T TY BgNK o I mCID m 0 ' 1129 P 6 76 TMP 45-104B4 (LOT E) ) o C Z ® z LJ T-� z z WOODBROOK PARCEL C (THE GARDENS) ALBEMARLE`-'' SO SHOPPING CENTER VICINITY MAP 1" = 500' O I I I CD a� t; Q �7 t` a7 Nco I `� (1! CD W tL 1Lj I rr l I CD Z /__ Q U I Q C/? Q W o I n/ C.1 Q z LOT BURGERBUSTERS, INC. 1. N I D TACO BELL RESTAURANT MATCHLINE I I�` I I1 PLANNING DEPT. DATE 0AA ' t� 5112/ ONING DEPT. DATE ENGINEERING DEPT. DATE a S NSPECTIONS DEPT. DATE t,p, Gc4,,, Iy ACSA DATE _& C- ,,� 5ZL/n FIRE MARSHAL DATE NOTE: THE INGRESS/EGRESS EASEMENT AT THE EASTERN PARCEL BOUNDARY IS TO BE ABANDONED AND A NEW INGRESS/EGRESS EASEMENT PROVIDED ALONG THE EXISTING TRAVELWAY. PARKING SCHEDULE PROPOSED BLDG = 11,880 SF USAGE: 5,530 SF HAMRICK SCHOOL 6,350 SF OFFICE / RETAIL REQUIRED PARKING: SCHOOL (5,530 SF) 36 STUDENTS / 3 = 12 SP RETAIL 6,350 SF x 0.8 / 100 SF = 5P i S TOTAL: 63 SP PARKING PROVIDED: EXISTING PARCEL CI= r•� SF PARCEL C SOUTH OF TRAVELWAY = <21. SP SHARED SPACES ON PARCELS E G C = ^'; SID NEW PARCEL C TOTAL_ PROVIDED: / SP 7 MEDIUM SHADE TREES (10-12' CHERRIES) EX TREES TO BE PLANTED AS SHOWN NEW TREES TO MATCH — Catalog Nunnber Type FEATURES HOUSING — Rugged, die-cast, soft corner aluminum housing with 0.12" nominal wall thickness. Extruded 4" soft corner arm for pole or wall mounting is stan- dard. Soft Square Cutoff Lighting DOOR FRAME re Die-cast door frame has impact -resis- tant, dwth tempered, glass lens that is fully gasketed with KAD one-piece tubular silicone. C� I � t � � �® OPTICS —Anodized, aluminum hydroformed/segmented S E R I E S Metal Halide reflector. Four IES cutoff distributions available: Type II (asymmetric); Type III (asymmetric); Type IV (for- 40OW ward throw); Type V (square). ELECTRICAL SYSTEM — Constant -wattage autotrans- 20' to 35' Mounting former. Ballast is copper wound and 100% factory tested. FINISH — Standard finish is dark bronze (DDB) polyes- ter powder finish, with other architectural colors available. SOCKET — Porcelain, horizontal, position -oriented, mo- gul -base socket with copper alloy, nickel -plated screw shell and center contact. UL listed 1500W- Standard dimensions 600V. 7 1 LISTING UL 1572 listed for wet locations Listed and EPA: 1.2 ft.' Its t cm) C 4 �G'� labeled to comply with Canadian standards (see op- Weight: 41 Ib:s (18.6 kg) C1� " tions). Length: 17-112" (44.5 cm) Width: 17-1/2'(44.5 cm) I— 4'-} I —� q Depth: 7-1/8'1(18.1 cm) 00.2cm) (47- cm) W. THOMAS MUNGASTER, JR. r, CERT. NO. 16242 ZONING: C-1, AIRPORT PROTECTION OVERLAY DISTRICT BUILDING HEIGHT NOT TO EXCED 35' ALL PAVING TO BE 2" SM-2A, 6" 21/21A MORE LUMENS A EACH OURDOOR LUMINAIRE WHICH EMITS 3,000 OR SHALL BE FULL CUTOFF LUMENAIRE. �4�irxSt©� THE SPILOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND PROOPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE—HALF (1/2) FOOT CANDLE. PARCEL C LAND USE: BUILDING: 0.16 TRAVELWAYS: 0.72 AC AC NOTE: SHEETS 1/6 AND 2/6 OF THE PREVIOUSLY APPROVED SITE PLAN 0.80 AC ARE ATTACHED FOR INFORMATIONAL PURPOSED ON[...'(. TOTAL: AC MD R3 Test no.1192040902 COEFFICIENT OF UTILIZATION 0 .1 .2 .3 .4 .5 .6 2 2 1 s Z o z 5 � "- 0 `I Z V.5 2 � '125 z 0.1 g z 4 � 0 1 2 3 4 5 6 i00'N Metal Halide lamp, 32,000 rated lumens, rootcandle values based on 30' mounting height, Distribution Type III, cutoff. � w � CD o co z I z I �► Q w o LU 01 � cu \ rn 00 ( co I Q z CD O sZ O ) co Oj Z cv w CQ co H - - GO z z ROUTE.? ... `'' . x'<x<? :. NORTH®OUND m Q 0 LU J H Cn m `\ J C. n w a 0 } m Z Z H UI H w Er 0 Z co Co Co Ld Cu ., a 01 N o o ti F F F m Z w W U J U Z H ! H Z Z J Z H H H O ® H H a � J W z It, Ca H un a ¢, I N m Z O LZU O Z c m N ti z CZJ m a ' CD �W W z> z w _U w 0, > Q Q z n `� U o z U W w � _ _j EL �- Q n7>7 LU � W -- CO F--I <I X co Q DESIGNED BY DATE TM 4-29-97 DRAWN BY DATE TM 4-29-97 CHECKED BY DATE FILE EDIT GARDENS - SCALE 1: 20 ORAWtNG 1: 1 PLOT PROJECT - 1 OF 1 w tE SHEET NO A 4 4 SITE DEVELOPMENT PLAN! for THE GARDENS : PHASE TWO RETAIL / OFFICE CENTER and CINEMA SITE DATA: PROJECT NAME: THE GARDENS: PHASE TWO DEVELOPER: THE GARDENS PARTNERSHIP 401 EAST HIGH STREET CHARLOTTESVILLE, VA 22901 C/o MIKE MELLON SITE ADDRESS: 1739 SEMINOLE TRAIL, CHARLOTTESVILLE CHARLOTTESVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA TAX MAP: 45 PARCEL 104 DEED BOOK: 1003/587 SITE AREA: 8.002 Ac. (see Plat by Kirk Hughes; Sept. 'A, 1988 for "The Gardens") ZONED: C-1 SETBACKS: Front: Building 30', Parking 10' Side: NA, other than building separation Rearr: Adjacent to R-2: Building 50', Parkin 20' TAX MAP: 61 PARCEL 123-E DEED BOOK: 598116 SITE AREA: -L 3.9 Ac. ( Parcel Area 5.25 Ac. less the adsting parking area + 1.3 Ac.) ZONED: PDSC with a 150' strip of R-2 along Woodbrook. SETBACKS: Front: Building 30', Parking 10' Side: NA, other than building separation Rear: Adjacent to R-2 : Building 50% Parkin 20' Request permission to grade withii R-2 for required parking and road at the back of TM 61-123E, vti ile maintaining a minimum 20 buffer at Woodbrookproperty line Request permission to grade on R-15 for fill slope, with intent of purchasing a portion of TM61-124 as indicated on the plan. EXISTING CONDITIONS.' PARCEL 104: PRELIMINARY GRADED AS INDICATED ON THE GARDENS SITE PLAN PARCEL 123-E: PARTIALLY PAVED WITH PARKING AREA FOR 'BEST( the 1.3 Ac. not included in the Site Area). REMAINDER SLOPING, WOODED, VACANT LAND; the existing fenced storage area at the edge of the packing lot is to be removed. None of the site is in a Resevoir Watershed. The site is in the Stormwater Detention District ; Detention will be provided.; PROPOSED DEVELOPMENT: Complete development of,Parcels D propose retail bldg with parking C proposed mixed use bldg. with parking F proposed cinema bldg. with parking Develope the residue of TM 61-12,3E as required parking for the Cinema Revise Parcels ;A loading area B bldg. SF, loadincl area E bldg. SF , parkin,;, area 4 mloofz, I/(n 12.-- CP - 90 �,f��15f✓t7 SGtr)A�� Sao-(AG,E� � Pp,��►IJ�, Sc�1f✓I�LJt,E. �o� r2I)MP�(��•n LoaA'(lo�l o� Q�tJll.t�i�r1J�-, Q� A PL-A r►�1 � �1�, , APPROVAL , N)/A JOR REV/S/OA./ ,PEv/S/o,v SHEET OA TE C/NAA/GE 2/lo G - Z/- i0 REG oCATEO ::5 /QV JEW .E - V. GROM B!/ILO/nJG "B ". /(o 5-•3/- 90 RELOCF7TEp svATE.P 117.9/A/ P,9A2.9LLEL TO SASE SEN/. �E,e vicE. SIG �, -Z/_ 9O REL OCATE WATE.P ME"TE,2 TO SE.PVE C/NE.>/!A BUJ1.0/ti/G. 9 / / PLAaNAJ/,t/G r APPROVED . 120unty of Allbetrarle Department of plarar i Da r, f ar clelis The Gardens Partnership t William Harrison Al:wood, Architects, Inc 2004-A Morton Drive 113 Fourth Street, N.E. Charlottesville, Virginia 22901 Charlottesville, Va . 22901 A 4 BUILDING USE / PARKING SCLIEDUI E : - LAND USE SCHEDULE: Building Area Paved Area Open Area PIER I IMPORTS 9800 SF FURNITURE Parcel "A" I . 1523Ac. 13,689 SF (27%) 29,980 SF (60%) 6,525 SF (13%) (9800)(.8) = 7840 SF @ 1/400 20 Spaces Parcel"B" 0.9373Ac. 12,251 SF (30%) 24,089 SF (59%) 4,489 SF (11%) Parcel "C" 2.2564Ac. 24,052 SF (24% 66,836 SF 68% 7 4o1 SF 8%) BUILDING "A" 2215 SF RETAIL % Parcel "D" 0.9242Ac, 5,120 SF 1 3%) 25,937 SFM%� 9,203 SF 23 �23U (2215)(.3) = 1772 SF @ 1/100 18 Spaces Parcel "E" 0.7202Ac. 2,625 SF �8%) 21,540 SF 7,295 SF TOTAL REQUIRED 38 Spaces Parce!"F" 2.0124Ac. 27,771 SF (32%) 40 637 SF (46%1 19,252 SF (22%) Provided on Parcel "A" 67 Spaces Note: ProP9sed subdivision plat change 0,�68 Ac. added to parcel "F" from Assigned to Bldg. "B" 24 Spaces parcel"C" TOTAL PROVIDED "EXTRA" 43 Spaces 5 Spaces TM-61-123E: 3.9 Ac. none 76,735 SF (45%) 93,149SF(55%) Note: See above, 3.9 Ac. of this 5.25 Ac. parcel to be included in Site Area. BUILDING "B" 16,834 SF RETAIL Site Aea: 11.9 Ac 85,50 SF (16%) 2.85, 754 SF (55%) 147,314 SF (29%) (16,834)(.3) 13,467 SF @ 1/100 for 5000 50 Spaces @ 1/200 for 8467 42 Spaces IMPERVIOUSAREA: 70% TOTAL REQUIRED 92 Spaces Provided on Parcel "B" 68 Spaces Provided from Parcel "A" 24 Spaces TOTAL PROVIDED 92 Spaces �. _Aa: x�� --._.v�....�Q,VDSCA/•_. 2EQU/,QEME,t/TS BUILDING "C" 24,052 SF RETAIL (24,052)(.8)='19,242 SF @ 1/100 for 5000 50 Spaces 5(rCenGrlcl 2e9Uc'red ACl/pCN�E @ 1/200 for 14,242. �� 71 Spaces G1xk at A[%el�?arle 5 c/a/e � ° i? err, ct A3ldqq , ad a cc�n t to Wooc/b repro ~ TOTAL REQUIRED 121 Spaces Ccnemct �ctivcci7� ad went fo Wooclh��k Provided on Parcel "C" "F" 7z Spaces c -AL``' F7�gL L4N�SGAPE PG4Al Pc/iAs Se�� Provided from Parcel . io Spaces Provided from Parcel "E" 39 Spaces TOTAL PROVIDED 121 Spaces 3U1L,91AJ&51 TO q/7 VF 5P,Q/At1/GC-E,e .5YST45M 45 ,26QUJ2EO TO OBTq/A/ ADf�QUATu� FieB ,o2oTECT/OAV DL7.4/1-5 TD 66 506M17'r&D 1.c//TN 4PPL1C47_/0A1 �E BANK (BUILDING "D") 3350 SF FFNANCIAL 1/150 + 25 per Drive- @ 1/225 15 Spaces F/,�E 2QTE.9 CONST2UGi/pAV MAY A3E ,e6aL112E0 /-,)OZ TD P.eLlx JM/yY thru — a;r 660&. A 70 T.y6- A102 T,N. PIZOPeeT/ / 'n/c. TOTAL REQUIRED 15 Spaces _ A°2o✓EGT A.2,G///TEGT TQ �54,16MJT Oe741(,5 7— COUA</TI Ae/RE OFA`JG/qG /AV5�6GT/OAt/5. Provided on Parcel "D" 21 Spaces �/ / s` TOTAL PROVIDED 15 Spaces "EXTRA" 6 Spaces TACO BELL (BLDG. "E") 2590 SF FAST FOOD @ 13/1000 34 Spaces TOTAL REQUIRED 34 Spaces Provided on Parcel "E" 73 Spaces Assigned to Bldg. "C" 39 Spaces TOTAL PROVIDED, 34 Spaces CINEMA (BUILDING "F") 1200 SEAT THEATER @ 1/4 Seats 300 Spaces TOTAL REQUIRED 300 Spaces Provided on Parcel "F" 322.Spaces Assigned to Parcel "G" .to Spaces TOTAL PROVIDED 300 Spaces "EXTRA" IZ Spaces '� GJI')'F� PV� �r"51�1'("rFip tJ►JI�F��. Gj�P?-�.P'ry GO�Ei� FUTURE USES MAY BE LIMITED BY THE AVAILABILITY OF PARKING. FINAL ARCHITECTURAL PLANS AND S.F. ALLOCATIONS BY USE - SHALL BE SUBMITTED SEPARATELY. - PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. 4 4 sEE CovvTS' EnJG/A/EEA4' Fad .gPP�PO ✓EO . RE ✓/SEO f'�1 ✓EMEn/ T .JP�= C S OATEO ✓vA%E / 9 90 GENERAL NOTES: PAVEMENT SPECS: DRIVEWAYS:} PARKING LOTS: 6".- #21 or 21A B;\SE; 11/2" S-4 or S-5 c URFACE WITHIN ROW: TO tv,)EET VDOT APPROVAL RADIUS RETURNS: ARE 5' UNLESS OTHERWISE DIMENSIONED CURUING TO BE CG-2 , TO,D6 C/56D 7r-Ieu-pU7 T/-/E s/T,, � SIDEWALKS: TO BE 4" THICK 3000. psi CONCRETI= ON 4" GRAVEL TRAFFIC PAINT: TO BE 4" WHITE OR YELLOW • SIGNS: MUST COMPLY WITH ZONING ORDIMANCE AND WILL REQUIRE A SEPARATE PERMIT. REFUSE: SHALL BE STORED IN DUMPSTERS AS INDICATED ON PLAN • AL.! DUMPST aNA !�'� >u'c ' OUTDOOR LIGHTING: SHALL BE DESIGNED BY ()THERS SHALL INCLUDE POLE LIG-ITS IN PARKING AND LOADING AREAS SHALL BE DIRECTED TOYI'ARDS THE SITE AND AWAY FROM ADJACENT PROPERTY AND ROADWAYS BY REFLECTORS STORMWATER MANAGEMENT: Calculations to be submitj�d separately Pipes and Structures as indicated are schematic TO BE PIPED TO STORM SYSTEM EROSION CONTROL: TO BE SHOWN ON A SEPARATE SHEET SANITARY SEWER: TO INCLUDE IMPROVEMENrS SHOWN ON "The Gardens" (1/12/89) LATERAL DETAILS TO BE. SUBMITTED WATER SERVICES: TO BE DESIGNED, SIZED, FIRE PROTECTION: TO BE APPROVED BY FIRE DFFICIER HIND/CAP RAMP/CU2,�3 CU7-= 792,56 VaOT .5TArUO,q,C.O O � Y JOHN WILLIAM GREENE Q cE604A MAY 10 1999 6458 o� PLANNING AND ��FFOpRpfEONpt 4 COMMUNITY DEVELOPMENT S _SI_� I PL/-I%NN/NG / r .E.vGA.vF..E�G Y/d . DEPT. of HEALTi-/ WE THE UNDERSIGNED OWNERS UNDERSTAND THAT APPROVAL OF 77-0 PLAN BY THE COUNTY OF ALBEMARLE DOES NOT NECESSARILY INDICATE W90VW DEPAfjTALENT OF 7RANS- PORTA77ON (V007) APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE COUNTY DOES NOT IN ANY WAY RELEVE ME OF THE RESPONSIBILITY OF OBTAINING VD0r APPROVQ_ PRM TO ISSUANCE OF BUILDING PERMITS AND/OR CERT91.7- Gt TES OF OCCUPANCY. 51-1 Y - 5,-4AV/TA2Y 5E k./.E2 PZ AA 1 � P2dF/L ES 20140 r l c/%l T.E,e G/AVE. PLAAt/ i P.QOF/C._S SA-/. & - C AAV/>SGA PE PGA/ / 4 ENGINEERING SITE PLAN NOTE., GENERAL CONSTRUCTION NOTES FOR SITE PLAN 4 1. THE ABBREVIATION V.D.O.T. MADE HEREAFTER REFERS TO THE VIRGINIA DE- PARTMENT OF TRANSPORTATION. THE TERM COUNTY REFERS TO THE COUNTY OF ALBEMARLE, VIRGINIA. 2. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TOANY EXIS77NG ROAD, APERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM V.D.O.T. 3. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUMON METH- ODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS' OF V.D.O.T. UNLESS OTHERWISE NOTED. 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, .SEEDED, AND - WILCHED.. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO RE ACHIEVED. 6. ALL DRAINAGE INLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSION. 7. PAVED ' OR• RIP -RAP LINED DITCH MAY BE REQUIRED WHEN, 1N THE OPINION OF.THE COUNTY ENGINEER, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. - --_:1 8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. LATEST EDITION. 9. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINORCED CONS RE.TE PIPE - CLASS Ill. /Q ALI, 6XCAV47'/0N FOle 0A/DE12,6ZOVtiD P/P,5 /;t/514G1_4T/0J1 MUp5T' COM.oGK 4cl/Tic/ 0510 5TA,V0/-1.e05 FOR THE CG,V5T,eUGT/pit/ /NDU5T2Y (Z9 6--,C,4,e7 / 9 e6) • a�uvoey f Ex/aT/.�.� FE�ruecs° -/6rk gvghes "r000graoh/c SvrvEye/.. 7,mC,/-/z3(:..."F!!e ,,, ee--YYo5, //•/aea; Ae7'6. Z9 A/o,erv, AGf3FiMA.eLE cOuyT�/, V1,eG11y/,a Applied Technology and Engineering Charlottesville, Virginia n LL" Title: P.C. AN N Scale: /'J= 30 / Date: 5/ti/e9 Sheet: Drawn By: /./66, Approved: of Rev. No. Description By Date ��. �:,f,�n�lelnlj spaces, Det.Nate; / f ",glhema�lt G osNa,vofe; Cu�bvrq .Uore, cA�o D AQ a� S�daie Pev . sheep 2 , /ol%z c��• 9f z�/e� L,A� � D,4 G 1✓P J' I I I I . I ['7�1, I - . j / , / . . ? , /` I , ____ --- ___ - I 1_: .-41A . - - '.4) �� - - 1. I I I \ �I 14 . " ,4,Q�� - C " ____ I A) .;I- � - .4.!!�- ��_, P. - \ A I 1 , . I .... . � j I ml I m- ""_ . " ; . / . ..... . A;�,,' '. 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