Loading...
TC - Item 3A - Rquest to add a Stop Control At Ramona Blvd and Hart Ave- ROSEfNEA® TRAFFIC COMMISSION STAFF REPORT OPP , 09 ORPOR4TED 5 TO: TRAFFIC COMMISSION FROM: CHRIS MARCARELLO, DEPUTY PUBLIC WORKS DIRECTOR DATE: APRIL 1, 2010 SUBJECT: REQUEST TO ADD A STOP CONTROL AT RAMONA BOULEVARD AND HART AVENUE SUMMARY As you are aware, the City recently completed a capital improvement project along Ramona Blvd, just east of Hart Avenue. The project includes the addition of landscaping and a new sidewalk for pedestrians. While working on this project, it was brought to staffs attention that there is an unsafe traffic condition at the intersection of Ramona Blvd and Hart Avenue. In response to this request, a traffic investigation of the intersection of Ramona Boulevard and Hart Avenue was conducted using the California Manual of Uniform Traffic Control Devices (CA MUTCD) all-way stop sign warrants. Field visits were also conducted to evaluate site-specific conditions, such as traffic volumes, collision history, sight distance, existing stop signs and physical obstructions. Staff Recommendation Staff recommends that the Traffic Commission recommend to the City Council: 1. The installation of advanced warning intersection signs and speed limit signs at this location; and 2. After installation, that this be monitored for 6 months to determine the effectiveness of the improvements. ANALYSIS During the construction of the new sidewalk and landscaping on Ramona Boulevard, it was brought to staffs attention that an unsafe traffic condition existed. Specifically, residents were concerned that no stop controls are present at the intersection of Ramona Boulevard and Hart Avenue. In response to the request, staff completed a stop sign warrant study at this intersection. Both streets are local residential streets that intersect at a 'T type intersection and have one travel lane in each direction. On street parking is permitted on both sides of the street on Hart Avenue and on the north side only of Ramona Boulevard. The intersection is adjacent to the parking structure of the Rosemead Square Shopping Center, which currently has a stop control on the west approach (Ramona Boulevard) only. There is a church on the east side of Hart Avenue just north of Ramona Boulevard with parishioners Traffic Commission Meeting April 1, 2010 - page 2 of 3 walking to church on.weekends for early morning service, conditions at Ramona Blvd and Hart Avenue. Attachment 1 details the existing Warrant Study Analysis Traffic counts were collected on the approaches to the intersection to determine the level of activity over a 24-hour period and compared to the all-way stop warrants used by the City _to determine the need for such controls. Ramona Boulevard was the heavier traveled roadway with almost twice the vehicle volume of the approach at Hart Avenue. Counts were taken at this location on March 2, 3, and 4th. Average Daily Traffic Hart Avenue Southbound 509 Vehicles Ramona Boulevard Westbound- 759 Vehicles - Recorded Speeds on Hart Avenue 50th % 29 mph 85th % 34 mph Recorded Speeds on Ramona Boulevard 50th % 28 mph 85th % 35 mph Field observations indicated that there are some visibility issues for vehicles that travel in this area. Vehicles heading westbound on Ramona will make large radius turns to and from Ramona Boulevard onto Hart Avenue. The high speed movement along Ramona causes motorists to encroach onto the opposite lane of traffic. The recorded speeds on Ramona showed that 85% of traffic traveling at or below 35 mph. The data also showed that 50% of traffic traveling at or below 28 mph. The speed limit on Ramona Boulevard is 25 mph. After reviewing traffic collision data available through the Statewide Integrated Traffic System (SWITRS), data showed no reports of accidents at the intersection over the last 12 months. Further, a review was also conducted for sight distance obstructions. No obstructions at this time were noted at the intersection. After reviewing the vehicle approach volumes, it was also determined that the traffic volumes did not meet the volume warrant for an all-way stop. Alternative Traffic Calming Tools Available There are several traffic calming tools that may help with traffic concerns in this neighborhood, including the addition of advanced warning "T intersection signs, speed limit signs, or speed feedback signs. Advanced warning intersection signs work to warn motorists that they are approaching an intersection. Speed feedback signs records the speed of a traveling vehicle and displays the speed back to the motorist. Traffic Commission Meeting April 1, 2010 Page-3 of 3 Based on the volume of traffic at this intersection, the installation of stop signs are not recommended at this time. Instead, it is recommended that advanced warning signs and 25 mph speed limit signs be installed and that the area continue to be- monitored and re- evaluated after six months. Public Notice Staff hand delivered notification cards to residents within a 300 foot radius of the intersection." Prepared by: RAFAELFAJARDO ASSOCIATE CIVIL- ENGINEER Submitted by: a. CHRIS MARCARELLO Deputy Public Works Director Prepared by: ~L JOSE LOERA TRAFFIC ENGINEER Attachment 1: Neighborhood Overview and On-Street View Attachment 2: MUTCD Requirements for the Installation of a Stop Sign Attachment 3: Traffic Counts for Intersection of Ramona and Hart a v m ~z m O S a d o W S C O ? O M =v m_ ~d D f° < d m 3 a v CD I 0 . N N co a CD 0 3 N .r 1 M C~ G CalifomL MUTCD _ (FH W.A's rvli;TCD _700'Rr, ision I. a. anrende.d for u5c is U-iiI'Miz) Option; At wide-throat intersections or where two or more approach lanes of traffic exist on the signed approach.. observance of the stop control may be improved by the installation of an additional STOP sign on the left side of the road and/or the use of a stop line. At channelized intersections, the additional STOP sign may be `effectively placed on a clianne-lizing island. Support: Figure QA Q 2A--2(CA) shows examples of some typical placements of STOP signs. Standard: When a required stop is to apply at the entrance to an intersection from a one-way street with a roadway of 9.1 m (30 ft) or more in width, stop signs shall be erected both on the left and the right sides of the one-way street at or near the entrance to the intersection. Refer to CVC 21355. Section 26.07 Multiwav Stop Applications Support: R.dr..uem w.:m~?a rw. se< `s r =i Muldway stop control can be useful as a safety measure at intersections if certain traffic conditions exist. Safety concerns associated with multiway stops include pedestrians, bicyclists, and all road users expecting other road users to stop. Multiwa7 stop control is used where the volume of traffic on the intersecting roads is approximately equal. The restrictions on the use of STOP signs described in Section 213.05 also apply to multiway stop applications. Guidance: The decision to install multiway stop control should be based on an engineering study. The following criteria should be considered in the engineering study for a multiway STOP sign installation: t A. \\ghcre traffic control signals are.justitied, the multiway stop is an interim measure that can be f installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal. t5t B. A crash problem, as indicated by 5 or more reported crashes in a 12-month period that are susceptible to correction by a multiway stop installation. Such crashes include right- and left-turn collisions as well as right-angle collisions. C. Minimum volumes: I. The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any S hours of an average day, and 2. The combined vehicular. pedestrian, and bicycle volume entering the intersection from the minor i' street approaches (total of both approaches) averages at least 200 mats per hour for the same 8 hours, with an average delay to minor-street vehicular traffic of at least 30 seconds per vehicle during the highest hour, but 3. if the 85th-percentile approach speed of the major-sveet traffic exceeds 65 kin/h or exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the above values. D. Where no single criterion is satisfied, but where Criteria B. C.1. and C.2 are all satisfied to 80 percent of the minimum values. Criterion C3 is excluded from this condition. Option: Other criteria that may be considered in an engineering study include: A. The need to control left-turn conflicts: B. The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes: C. Locations where a road user, after stopping, cannot sec conflicting traffic and is not able to reasonably safely negotiate the intersection unless conflicting cross traffic is also required to stop: and D. An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multiway stop control would improve traffic operational characteristics of the intersection. (Chapter 2B Replaton- Signs September 26. 2006 Pan 2 - Signs CITY OF ROSEMEAD MULTI-WAY STOP SIGN WARRANTS CALIFORNIA MUTCD 2006 INTERSECTION: Ramona Boulevard at Hart Avenue A. INTERIM MEASURE Satisfied: Minimum Requirement Number of Reported Collisions 5 or more in 12 months 0 Collisions must be o the type susceptible to correction by all-way stop controls. Yes= No= Yes= No= B. COLLISION EXPERIENCE Satisfied: C. MINIMUM VOLUMES Satisfied: Yes= No® -Requirement 1 70% 1 ' 7:00 8:00 9:00 14:00 16:00 17:00 18:00 19:00 Major Street Approaches 300 72 57 9 3 52 3 54 Vehicular Volume/Hour 210 - Minor Street e . an ed 200 13 2 19 39 37 45 38 40 and Bikes Volume/Hour * 140 IT me own-percenwe approaul speeU UI ule IndIUI JUCCL CAUCUUJ YV II I y I I, LI IOI I UOU I V /O. Minor street delay of at least 30 seconds per vehicle during the highest hour. 8 r Avg 59 32 D. COMBINATION F :.fie'"v Satisfied: Yes= No® Reported Collisions AND 4 or more 0 Use 80% 0 volumes and C. E. OTHER CONDITIONS Satisfied: Yes= No= 1. The need to control left-turn conflicts. 2. The need to control vehicle/pedestrian conflicts near high pedestrian generator locations. 3. Visibility obstructions exist. (Check stopping sight distance) 4. Operation improvements needed at two residential neighborhood collectors. Comments: It was noted during field visits to the intersection that motorists had a habit of making large radius turns at high speeds to and from Ramona Blvd. onto Hart Ave. The 85th percentile for both streets is 35 mph. ALL-WAY STOP CONTROLS WARRANTED: Yes=X No= Calculations by: Jose Loera Consulting Engineer Date: 3/22/2010 Recommended by: Associate Engineer Date: Approved by: Director of Public Works Date: s _ Requirement - 'Hr Avg Major Street Approaches 240 59 Vehicular Volume/Hour Minor Street e . an e 160 32 and Bikes Volume/Hour and reported collisions in 3 G e m° w ~ a ~ m v i a 3 A V °o w d° ~ A a O O wy d` ~ o _ m V ° O a o V V °0 V 3~ ' 0 0 o N m ~ N < 9 0 2 + 6m R 9 n N ~ O m m u ~ m 0 ~ N ] ~ V V a 3 m < w o r o ~=o c a m i 3 0 m 0 ° a O N ~ O o J O 0 0 o iD ° 0 0 O V ~ O ° O o ° m N m o ° 0 0 N ~ m J O o im Ea LEE RE O N N N yy 'Y' F- .Y O O C- O 'O p O O {{BB O w F+ ~S m f(II] A ~jS N O F1D Ib O~ E41~ A ~Wj N [~.3 O i)t N sis~ O Ro'! o•o 0 0.0.0 0 olo.o kilo olo-o ksolv!o K3`o a o o-o Pal o~0-06. o oeEo-_n o e S LOR' Pil E3 _ d ~ o 8 3 f'• r O ? N N F' N O to W VI O N O r• 0 0 0 0 0 0 I. e W W N O~ to V O~ W A r w V A O~ V N A r 0 0 0 0 0 w f• F. W V 00, V i0 w m~ V N ~O m O V 10 A V. A W O O O 1, 1 w Y V r ti V P W W N O N O) W OD OI O] N OI In 01 V O' to an N r r N r A B` m ISO W N O VI W V W W IM W N O W N O O O O O w` O A l0 0 m l0 0 0 0 o r 0 O o 0 0 0 0 0 0 0 0 0 O 1010 IOJO 1010 1010 101 0 IO1o 1010 IO1o 101010lo lolo a 101 alai O 1040 101 O 101 O 101 O 101 O 101 O 101 O 101 O 101 O o loll loll l0l0 101 0 101 0 lol0 101010?O laic Iola loll 0 lol o lo{ 0 101 0 101 0 lol o lol o Jain Iola Ill 0 lay o [a] n o I O l o 101 o 101 o l o l o l a 1 0 l o l 0 101 O l 01 0 101 0 1 0 1 0 101 0 O lol 0 1al 0 1al o lal o 101 0 101 0 101 0 101 0 101 0 101 O 101 0 j OIJ.N- 1 k I -mid, l~witl~l dmlmlI Wkl>'lw lm'N II_~ IA9 wl, 3 tD A A A A A O N CID rn A V O d 0 0 N d m sx In O \ o o Jo J rn~, 0.... c C y 7 y CL m O N N N O N tr O W N A O AI N O Ol N m O N O d O _ d r~ 7 ~ O d d N O. ~v o n z. d O ,w CL M y w 0 0 CD m v Q. w C N ` CL ~ O U) (U 2 (D N J O N y ~ m a m °m n N ~ O 1D J s m m a m _u v 3 m < a o x C O O v m ~ 3 N W 0 ,Np O O S N m° d ° o a a ~ o a m ~ W O o I~ m N N O o a i 9 m < a p.F O y n ~ 3 °m A O O o O N °0 0 ° m W O o O ~ 0 0 ° N a ° o ° °m W O o W °m w W O o 1 p AT~N N N r ~ o o-o- o.o o~o W3N (rao ~''m Rv rnf~++.^al~^'~:_3oF+o~m ~°'~i".7~jN u±o ~o o~o+o ~o o io io 0 ow.o 0 0~0 O O N {330 ~0 C~3-O 8~0 O~j~O ~O O'O ~O OO 8 o~ V O O .A 0 0 O N Y O W O Y O A 0 0 0 0 0 0 a N os N Y Y N O ~ O H W O N N F_' A Y O O O O O T F. Ol L W lp V1 W N> W Vl Ot V W N W_ Y Y O F~ Y Y O W N N Y N Y d` ~ V V N W W O Ul W co O W V N Y V O V Y F! O Y O W N i 3° V ~U1 V W W UI V Y W N V to W .A T A ~O O N N O O a W 'O_ N W_ W Y_ W~ VI N W O~ F." Y Y W W' W O O O Y i. 4 o'e UI ~O Y O O O Y Y Y O O Y 0 0 0 0 0 0 0 0 0 0 0 I C" ~O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p b O O O O o O O O O O O O O O 0 0 0 0 0 0 0 Eo 0 0 0 0' o 0 0° o 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 'o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 o 0 C 0 0 0. o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v. ° N W W N d IJ W N W !J N N F' W N ' d~ W N N N W UI. to t O~ V O~ Ot W UI. W W W Y O V' W N Y A A N A A A V 0 O d a m 2 -c .m u N O S W o O o r C a L m ut N N O N N 0 N O N O N I 0 rn ut O O N O d < (D m o m a o 0 o A Z d co 0 o 0 O CD c y 1 1D S Q c- (D CL a s. o cn N 2 n (/1 N m G ~ 9 N m ne n 2 N n N O ~ O ~ S m . 9 N u n m a ~a N w ~ R 9 m < a ~ F ~=o O 9 m , 3 a N A ° 0 m w. w °o O o V W ~ O o 0 0 0 0 m m m °0 0 N o ° °0 0 y V Y m O a a 3 m < d O F O y m ~ 3 b o ° o o ~ 0 'O o a° °m 'O °O o m W O N N m° b ~ O o - - _ ter- 3 1= ~ ~ _ r~ c c ~ `c r= o O N Iv N F+ ~ '1' b O ~O' O ~O O '(-v O ~a G !v" 3 rv l~ o lm m rya rn :c 3 o 0 0 a a a ham' N o w •ob olo•0 b+opp00ao 0 10.o .o FO o10.0 a ~:o oro- ~o 0 3~o obo o o 3 e o 0 o v _ w t. a GG~ ~~_II _ IIIO..~~...Y.LJJJ!!! I~/~: IIIIIIFFFF_~JJ~JJ"~JJ~JJ~ 1, - a aJ J o O r O r w r W LT w 0 0 r r 0 0 0 0 0 0 0 0 0 k - r' a+ A W N Or 01 1D VI A ~ W N Y A W O+ N N O' O C O O r O_ W 1 lT i r 0 1D N m V N W V r ~O w 10 01 10 \D 1D 10 V (n r. O N O r d o In IA V 01 W W W r0 ~ O W Y ld m A Of 1p W V ? O O N N I _ - _l o A ' o O r W W N W 01 W r+ A W N N 1:1 W O 01 N 0 0 0 0 N' O I i 1 01 ~O 0 0 0 0 r N N FN O O O O O O0 0 0 0 0 O' O O_ O _ Y I O o N O O O H 0 0 0 0 O, 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0101010{o Iola l0la M0I01o Ma 1010 I91o 1010 I°-lo o loS o to i 0 101 0 lo[ O l0[ 0 101 0 101 0 101 0 i°1 0 to l o ~ o l 0 o 101 0 lol o loi o lol a 107 0 lol 0 7010 707 0 701 0 707 0 707 0 o 1010 to l o Iola lol o log o JQJO[0l0[0l0[0 010101010 0101010!0 107 0 101 0 107 0 1010 101 0 707 0 107 0 707 0 107 0 o O) I't01 -G LW J N CmI t W -1 LO O Ui lO N N W; V V N ~ma ~ N 111 O ti 3 A 41 O A N (O A W b A A N 100 V A O d 0 N O N N O W N O N N O to N 0 O) 0 V O 0 rv a Gl N 3F 0 o O so 0 O C ~ O o. A O d O d < rD 0 (J (D N p ~ a O_ A Z d o u) m 0 <D Q 01 a C <a G. O c 2 N N o A ' '3 3 O 9 G m G b o = R o = c c O y O y 0 J a ~ N 1D 0 V m O N ~ O W a` v O O y~ O O O - o m O o J J O a e o " ' i o 0 = N o o e 0 ~ J ~ N o O e N D N a n ~ °i m 'w n m m A ~o m m ~s m m ~ n m m S N N m A m A O a` O O p d` O Ne N N3 0 tDl W O~ Vl_ d W N L' • O \D m V O~ tll O O O.O. 00 oi6 ~O 00 ato.o a o qo •o ao 100 •0 0 J N p_a ® O ao O O O Ca a O D~gO O O O o E9 ~ ~ o ~ N VWOIwtO lUljA ~WWAT~WO6O O ' II~~~ ~r.~ IILLLLYYYYYY..JJJJJJWWWWWW {fff{fffhhCCCCCC...•.~YYYY111111 f~~~~~LL~~~i ~~LL~wwwwwwffflff m ~ . o V O N W' UI W F' N w Ol VI W VI U1 N? A O O F,- O O O N O o H W VI O~ ~ N' > V O O~ ~O A r` O~ OJ V. UI O d O O O O O O m N o A ~a T W O W !D liJ VI V1 V1 O`i O\ V VI V l0 UI Aa r a O N. O a ~ N~ U1 V W. W W V O W O~ ~O N V N p O Off' f' O r 1-` N 0 o N O O r w tn" N r w N A P N V. to O) ~ N W Y N 0 0 0~ N _ o VI1-~ O O O O O r 0 0 0 r N O UI N r r 0 0 0 0 0 0 o o N O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 1010 lot o 107 o 1010 lol o loy O lol o loi o IOI O 101 o Iol o 0 101 0 101 0 loi o Iol o Iota 1a10 101 o Ioi a jai o jai o lol o o Jai o €ot O jai 0 jai a €a€ a la€ o Io€ a €o€ a €ol o ia] a jqj a O lo] o jai o €oJ O jai o €O] o €oj a lq] o €oj o Ioj o L...] o Joj o O o 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 Oo b N N N V I' A U I d ? A 4 1 W tJ W V I O V W W e A T O T' lO ? W W ~ !J V 0• W V O A O UI W N N 1 3 N A A A W O A tAD A cn b V 1 O d ut ul N O N N O W N A 0 A O vt vt rn 0 rn N V O 0 N o ~ O o ~ C rn C- O C o a ~ n O d O d 3 O 3 d ~ W < ~p m cD n Q ~ n z= G O <D o. (D CL 2 O to U) (D 2 n N 9 ; R O 9 ~ N m A ~ O o w o a N ~ O V O d` 0 r ~ A ~ O o N ~ w o 0 0 rn o 0 0 O O O N O O N N ~ m a m R d a n~ m m N ~ O b ~ S N 9 m n m m ~ s ~ No m m O O O tlc.IY"... . tl O N" N N N FY - r ` Y LP~~' Y { O' O !O~ O O O ~0= O O y WIN ~O~~W IV~]p~rrrLAI~~NI~sO LiO~W SSW S]+L+N O l_.x o+0 0 oEo~o to o roto~ olmoeo+o ~o ~o lo+o o 9 o V' Oi0 O~O~O [Ci 0~3~0 O~O~O 0~0 X0.-0 30 y o !a 0 M ta -0O N N W N N O W~ 0 0 O O O O d x O ! t' O p O! F". O 3~ o N Y Y A ~ V 1.1 N O m !J A r A A~ O O N O r r r O m H I - 0 0 0 0~ M O A UI W O] W O w l.J W V V tl! N V o 07 W r~ O O O O r m w N N r W Y N 1K ti` N " o° O] N W O V V N UI W to O~ W O~ O A r V ~O N N O O r+ O . N r W N r N o S o 01 f+ W W iD ~ W N U m, r V O O r O VI Ut F' W F- O' O O w p ' - ~ O o A N O N IJ Vl lJ W .A W W W N O~ W A W V V O~ W_ O_ O O_ O I- w N A o o d` O O O O W O O N W O r r O Y r A r r 0 0 0 0 0 3° w o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O a N ~O O O N 0 0 0 0 O' 0 0 0 0 0 0 0 0 0 0 0 0 0 O: 'O o I610 M0 lol o 161O 1610 1,510 lol o l01 o 151O j01 0 jol o o lol o lol o lol o lol o lol o lol o IoI o loi o lol o lol o L I o O ro].o raj o lo! O lal a lol o l01 o I61 O 101 o Io1 o Io1 o I910 o lol o lol o IoI o loI o lo! o l0'1 0 lol o lo! o IoI o l07 o IoI o ,p 01 N A A A W A N A N In L-11 D V W F] o d°• 3` {O A t0 In O VI A V w N O~ V O W A N O N In N m N I ° VII b ~ A 1 3 lD J A N A N W~ A A A rn V 1 O d N N N O N fl1 O W N Nli I O N N rn 0 ut V O o b C \ r- C \ p w p ~ co P 0 0 O o Qo m D K O d O N 0 O Ol ~ d ~ N (D O a ~D a n << 0h d rn C 0 CD 01 C (D CL ~ 0 o In m Z O N N r. N N < J 9 m m 6~m m 9 m N n N ~ m o J S A 9 m m ~ m ~ z n 3 a R < N ~ F e C = O 9 n ~ 3 V a V m m o m V ~ N N O O a 0 0 ~ N W° O d` ~ C Y ° o c m o° la J o s 3 m I < W I O F 3 C D m ~ 3 0 J w O a°` 0 m a ° V J 0 0 ° N ~ A O O a` O m i N ° O O m O ° J W O a` ° O o ~ o 0 I~mm p !S N N Y' 'c+ O O O~ O 0= O O4 O -Of O N F~'~ o (vo3 m ~u9 m ~~3 > [w~ N ~,3 ° Ewa m t~3 0+ [u.~ a ~3 N C-~ o o w a°o to °o ~e °o co °0~°o ~5 po 1~°o~°o l~°a~~-O0 ~°o ~0 0 0 o~ UI Y N Y a O O N O~ N I6; Z O Y o V IIGG~~~~JJ CCCC~~~~~~~~11 CCCC~~~~~~©©©©©©' IIII...LL~~~~~~ ~~CCjjjj 4. G~~G EEEE~~~~ o VI Y O W' V lA W N N a Ul W N N O~ O lfl W N O O Y O O a~ W O Y JY O rn J a N m N Y In m ;A r r P O N W ° N F~ Y Y N 1-' oQ YI O V V Y In O O~ m to a w O a w a w w N W N O O O Ie{ m W E: W e~ OG W O~ W a V w UI N O Y O~ w W O W N m A O Y O O Y p V N O a N. Y Y W a a W W W, a N a Cm Y U1 a W. O O Y F_` O Ii1 c Y V O O O Y O a Y 0 O In O Y C O O Y W 0 0 0 0 0 O O I. as A O O O O Y O O. O O Y r O Y 0 0 0 0 0 0 0 0 0 0 0 I ' O P' e N O O O O O Y O O O Y 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 o 1o1 o Io.l o Eo•I o l01 0 joj o loJ o 1o1 o 1010 101 0 Join 1010 0 1010 Iola lol o Iola 1o10 1010 lol o 101 o 121a lol O to t o 0 1010 1040 to I O 1010 loJ o to t o loj o lot o lo10 10.10 101 0 o 1o1 o Io1 O IoJ o IoJ o 1610 1010 1010 1010 IoJ o l41 o 101 0 3 to in o L-1 J rn o Iai rn o w vai o .W- rn a rn w a N w rn 3 m A A N ✓d A b A A N O b V a 1 M d N fJ1 N O N N 0 N 0 N O fT rn 0 N V to 0 f'v o ~ A ~ Y N O ~ W T O °o C N a~ D 0 a 0 d 3 O Sll < d d ~ CD a o ~v A Z ~ N ✓ n o O O 1D Q fD d C ~ o . tD 2 ID N