Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1999-D
' Q i IV THE CRY OF RANCHO CIICAMONGAA IRI1 AVT PPOJECT STORM DRAIN IPLANS TRACT N ►MWLAW AV N I N -`-- - - -�-T-- -- ---- ---r--_r--T--y p---r---r-_T--- A WA CC*XTRW7M NOT AES -------- L__1___i �•-- 383-1 VELOCITY CONTROL RING STOFMCRAN 331-2 JUNCTION STRUCTURE&VTES CONSTRUCT 18" RCP & BEDDING (D-LOAD PER PROFILE). 74 LF �- -i CffY "' CW O CONSTRUCT 24" RCP & BEDDING (D-LOAD PER PROFILE). 288 LF 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE CITY OF RANCHO I i i r--T ---� i I f__.� L__ ' I I I ' I I I PARIL A ?-- s` CUCAMONGA STANDARDS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS ` ' i i ' --1 I I I L » CONSTRUCTION CURRENT EDITION. ALL WORK WITHIN SAN BERNARDINO COUNTY FLOOD �`y>�1-i-L-L-� �__� i F___� ' ' ��-_ I �___�_-_; 300 CURB OPENING CATCH BASiN Q5 CONSTRUCT 42 RCP d BEDDING (D-LOAD PER PROFILE). 708 IF CONTROL DISTRICT RiGHT OF WAY SHALL CONFORM TO THE 1992 EDITION OF CALTRANS 1-TT ��__' I I 1 I I , / --- » --1 r I I I T � 1 r---� _ --� f`___i 1 f 1 307(CASE A) LOCAL DPRESSION AT CATCH BASIN O CONSTRUCT 48 RCP d BEDDING (D-LOAD PER PROFILE). 870 LF STANDARD SPECIFICATIONS CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE I ' i I ' i+ --�---� I I 1 FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. __� I i }T-� r-' + i , �___ (CASE B) LOCAL DPRESSiON AT CATCH BASIN r-�-J--�--f-a i t---� + L---i--J __ i t--- 30 7 _4 i i 7 CONSTRUCT 24"X36" DRAIN INLET PER DETAIL "D" SHOWN ON SHEET 8 1 EA y�1 I ' 308(CORNER) MONOLITHIC CATCH BASIN CONNECTION AND MANUFACTURERS SPECiFlCA TIONS (JENSEN 1243636) OR EQUAL. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER __� L.��iyl' +�._ ; _ �--T-1 ---� --- METERS. VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE ++ + --�- i + i 309(SIDE) MONOLITHIC CATCH BASIN CONNECTION --� �-�--r-r--r-r-r-� ++ -� + \TR CTI 14 -1 I O CONSTRUCT 60" RCP & BEDDING (D-LOAD PER PROFILE). 514 LF RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS WORK IS TO BE DONE I I I ++''� \ + \ y_i ---�---� 1---- 319 MANHOLE NO. 2 SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO --� I ' EI ' » THE CITY OF RANCHO CUCAMONGA. 1 --� �'- - 3 f 9 MANHOLE N0. 4 O CONSTRUCT 66 RCP d: BEDDING (D-LOAD PER PROFILE). 391 LF 71'A 14 I ' --- ---J --- __ j 329 CONCRETE COLLAR 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZED HIMSELF W►1N L_L_L_L_L. .L_ � r--T---r---r-- lO CONSTRUCT 84" RCP WITH RUBBER GASKET JOINTS dr BEDDING 443 LF I 333 JUNCTION STRUCTURE NO. 4 THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES I -r-r-T-T-T���(1 �v'� PER SHEET 9 (D-LOAD PER PROFILE). RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE A). FACILITIES ARE SHOWN ON THESE PLANS TRENCHING AND BACKFILL WITHIN SAN BERNARDINO �--� �-t-t-i--`T-��( y-� ��� �� �` I I ' ` i 1 2 EA 1 I I I �� I I ` 1 COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY SHALL CONFORM TO SAN SEVAINE BASIN NO. 5 ---I i � > SPECIAL PROVISIONS, SECTIONS 10-01.18 THROUGH 10-01.26. __J L- -�-�_J i y " \ -i 12 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE B). 5 EA \ � �.� � � � � � � i � 176 PIPE CLOSURE, TYPE A SPECIAL DRAWING I 6-FT CHAIN LINK FENCE 4. A PERMIT SHALL BE OBTAiNED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING , �.�i SPECIAL DRAWING 11 6-FT CHAIN LINK WALL FENCE @ CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300. 84 LF DEPARTMENT PRIOR TO ANY ENCROACHMENT OV? CONSTRUCTION WITHIN CITY OF RANCHO �`� :%' .s CUCAMONGA EASEMENT OR RIGHT-OF-WAY. �y��`' ` i (� i i --� S.P. 101 TRASH RACK 14 REMOVE AND REPLACE INTFRFERRING PORTIONS OF TYPE /it FENCING 40 LF 5. ALL SEWER, WATER, ELECTRIC, GAS PHONE OR OTHER UTILITY LATERAL MAIN OR �v i ,`� � � i , J`� L---� CjALTRAW PER DETAIL "B" ON SHEET 8. CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PA ViNG. .`�` ^� _J i 15 CONSTRUCT MONOLITHIC CATCH BASIN CORNER CONNECTION PER CITY STD. 308. 1 to � I�,- � \�� 1•�� � i , -_- 075 PIPE INLET O 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ��\ �.�� `�; �`j;�` \ f �"- F 090 PIPE CULVERT HEADWALL AND WINGWALLS 16 CONSTRUCT MONOLITHIC CATCH BASIN SIDE CONNECTION PER CITY STD. 308. 2 LEA ORIGINAL GROUND AN ALL SUB GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF 1 i �.� , . �. �.1 �___♦ D93C PIPE RISER WITH DEBRIS RACK CASE RANCHO CUCAMONGA AND A WRITTEN REPORT W►TH THESE COMPACTION TESTS SHALL BE i`� I�.'.1 �`���1 REMOVE AND REPLACE INTERFERRING PORTIONS OF TYPE 1 40 LF SUBMITTED 70 THE CiTY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE ��y,_ . ���,�```J FENCING PER DETAIL "B" ON SHEET 8. \� �� ,( �y RECONSTRUCT DAM EMBANKMENT PER DETAIL A ON SHEET 9. 3880 CY MATERIALS AND/bR SURFACING. -_J r_r� �� [ ` y �. i » » Z ESTIMATE OF QUANTITIES iS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF __� I _ � � � ,�� �`yt��`y� �� X. LINEA 19 CONSTRUCT PIPE ENCASEMENT PER DETAIL "B" ON SHEET 9. THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION 1 --� ' ;" ��y' 402 CY QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS i �__�r�� 1 � �` 1 CONSTRUCT MANHOLE N0. 2 PER CITY STD. 319. 5 EA WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED ---� I , 7 / AS INCLUDED IN THE OTHER ITEMS OF WORK. v O CONSTRUCT MANHOLE N0. 4 PER CITY STD. 321. 2 EA 8• CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR --GiN r 1-x'1 itfihff,- ; INE A 21 THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON r{ + y�� ♦ ; Q CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 331-2. 1 EA REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY CONSTRUCT 36" GCP INLET RISER 1NTN DEBRIS CAGE ENGINEER FOR APPROVAL. / , © 1 EA r ; ; PER CALTRANS STD. PUN D75. (H=6.0) AND D93C (H=3.0'). SEE SHEET 7. 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN, HAZARD FREE, ORDERLY STATE, THROUGH OUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE -_s__�_�_� /� Q CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. 333. 7 EA INSPECTOR. 1 9 CONSTRUCT VELOCITY CONTROL RING PER DETAIL "C" 3 EA 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NOT EX. LINE 13 ' SHOWN ON SHEET 8 (6=847, H=7.5"). LIMITED TO, ENCROACHMENT PERMIT. DUST CONTROL PERMITS, STORM DRAIN CONNECTION L PERMIT FROM SAN BERNARDiNO COUNTY FLOOD CONTROL DISTRICT, LICENSES FROM CONSTRUCT CONCRETE COLLAR PER CITY STD. 329. 2 EA SOUTHERN CALIFORNIA EOISON COMPANY, ETC. PRIOR TO BEGINNING WORK ON THE PROJECT. SHOWN UC CONSTRUCT ENDWALL AND WINGSHEET 9 (W=11.00; H=12.88; L=14.15').W�ALL FOR 84" RCP PER DETAILS 18.1 CY 11. TRENCHING/DACKFiLL FOR ALL STORM DRAIN FACIU7iES SHALL CONFORM TO THE CITY OF ® RANCHO CUCAMONGA STD. DWG. NO. 341 TYPE 1. SEE NOTE 3 FOR ADDITIONAL SPECIFICATIONS. / 12 CONTACT UNDERGROUND ALERT 1-800-227-7600 AND ALL AFFECiED U11UTY COMPANIES CONSTRUCT 1/2 TON CONCRETE RIPRAP (T=4.0,) WTH UPPER 6" TO 9" 371 C1` OF TOP LAYER EXPOSED, TYPE B PLACEMENT WITH 1.25' THiCK AS REQUIRED TWO WORKiNG DAYS PRIOR TO EXCAVATION. PROVIDED FOR CONSTRUCTION ROCK BACKING NO. 2 AND TYPE A ROCK SLOPE PROTECTION FABRIC CONTRACTOR'S CONVENIENCE ARE THE FOLLOWING: �� SAN SEVAINE PER CALTRANS STD. SPEC. SECTION 72. 13. THE MmViMtIIN CONCRETE COVER BETWEEN REINFORCEMENT SURFACE AND PIPE INSIDE / BASIN NO. 5 LF31 1.597 SURFACE FOR TRANSVERSE STEEL SHALL BE 1-1/4". ASSUME 1-1/2" TO CENTER REMOVE AND DISPOSE OF EXISTING CONCRETE CHANNEL O OF BAR WHEN CALCULATING EFFECTIVE DEPTH. WHERE VELOCITIES ARE BETWEEN �� 1 LS 20 AND 30 FPS THE CONCRETE COVER ON THE INSIDE FACE OF THE PIPE SHALL I Q PROTECT AND SUPPORT EXISTING 15" SEWER PER DETAIL "C" ON SHEET 9. BE INCREASED 1/7'. WHERE VELOCITIES EXCEED 30 FPS. THE CLEARANCE ON THE 3 CONSTRUCT 6' CHAINUNK WALL FENCE PER SBCFCD SPECIAL DWG. 11 SEE SHEET INSIDE FACE SHALL BE INCREASED 1 . DESIGN STRENGTH MV EE 10. THESE REACHES 27 LF SHALL BE Fc=4,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND. 34 REMOVE EXISTING CONCRETE FLARE END SECTION 2 EA 14. ALL STRUCTURAL CONCRETE TO BE USED WITHIN DISTRICT RIGHT-OF-WAY SHALL BE (PROTECT EXISTING RCP IN PLACE) . 4,000psI WITH 1 1/2" MAX GRADATION, CLASS "D", IN ALL INVERTS AND 4.000psI ©5 IWTH 1" MAX GRADATION. CLASS "A IN ALL WALLS AND ENCASEMENTS CONCRETE REMOVE AND SALVAGE EXISTING 1/4 TON RIP RAP. 454 CY INDEX MAP SHALL BEPER CALTRANS STANDARD SPECIFICATIONS. ©6 CONSTRUCT PIPE CLOSURE, TYPE "A" PER SBCFCO SID. PLAN 176. i EA A. CUCAMONGA COUNTY WATER DISTRICT ATTENTION: JIM CLINE SCALE: 1"=300' P.O. BOX 638 TELEPHONE: (909) 987-2591 CONSTRUCT TYPE 111 CONCRETE TRASH RACK PER SBCFCD S.P. 101. RANCHO CUCAMONGA. CA 91730-0638 © 1 EA B. SOUTHERN CALIFORNIA EDISON ATTENTION: HAL STEWART 7951 REDWOOD AVENUE TELEPHONE (909) 357-6231 FONTANA, CA 92336 ATE_ �+ NO77CE TO CTORCSO C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: RICH ISAACS/DAN RENDLER THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON P.O. BOX 97 TELEPHONE: (800) 427-2200 RES. THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR SHEET 1: TITLE SHEET SEWER MAIN LINE SAN DIMAS, CA 91773 TELEPHONE (800) 427-2000 COMM. KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE SHEET 2: LINE B: STA 8+00.00 TO STA 15+00.00 SEWER MANHOLE CONTRACTOR 1S REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES D. GENERAL TELEPHONE TELEPHONE (800) 483-3000 SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS SHEET 3: LINE 8: STA 15+00.00 TO STA 23+00.00 ___�T�___ CITY 585-A NORTH MOUNTAIN AVENUE REQUIRED FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LiNES OR STRUCTURES. SHEET 4: LINE B. STA 23+00.00 TO STA 29+36.23 j PROPOSED WATER UNE DESCRIPTION OF REVISION DATE APPROVEDUPLAND, CA 91786 SHEET 5: UNE A: STA. 18+29.10 TO 27+48.14 ' E. SAN BERNARDiNO COUNTY FLOOD CONTROL DISTRICT TELEPHONE. (909) 387-8104 /T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF ALL UTILITIES OR -- PROPOSED STORM DRAIN C=I OF WNCHO 825 EAST THIRD STREET STRUCTURES CONCERNED BEFORE STARTING WORK. SHEET 6: LATERAL PROFILES � . SAN BERNARDiNO, CA 92415 THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR SHEET 7: LATERAL PROFILES UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE SHEET 8-9: DETAIL AND SECTION SHEET STORM DRAIN UPROVEMENT PLANS CTQ% r IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. SHEET 10: SBFED SPEC DRWG i � CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB QUANTITIES SHOWN HEREON ARE PROVIDED FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL �-p SHEET 11: SBFCO SPEC DRWG It TRACT 759-2 SITE CONDITIONS OF ALL PERSONS AND NPROPERTY,G THE UTHAT THIS REQUIREMENT SHALL APPOF CONSTRUCTION OF THIS �ECO, INCLUDING SAFETY NTINUOUSLY AND NOT BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. � c �L/CCT b BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY THE PRIVATE ENGINEER SIGNING THESE PUNS IS RESPONSIBLE FOR ASSURING THE ACCURACY I ' 11._G SHAFT AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER Approved By DATE: dG ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT, EXCEPTING FOR CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR CITY ENGIN RCE NO. 24953 SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. �� DESIGNED BY: RECOMMENDED: o� 'l &V71M TO CTORTO CTO AMT 4e HOURS BEFORE YOU DIG DRAWN* OS AE14CASC E NJ G I NE E RI IV Ci SH 1 of r CONTCALL RACTOR SHALL INSPECT AND VERIFY PROJECT SITE CONDITIONS INCLUDING LOCATION AND 937�. � sourH W urA a ELEVATIONS OF ALL EXISTING IMPROVEMENTS AND SHALL REPORT ALL DISCREPANCIES TO THE UMD?GRDUNO SMCE ALUT CIVCHECKED BY: SUITE 300 DRAWING NO. ENGINEER PRIOR TO CONSTRUCTION. COLTON, CA 92324 iq9 - S 1 -800-422-4133 7- °F Chu CVA PFI. X09) M3-0101 FAX (909) T83-f"W � TPFKXIL=C &4= NO OF I '10 + I i _ BENCH MARK: _. _ . __ _ _ . _ _ _ . ,.... - ___ _ _. ._ _ __ _ _. . ,_ _ _ _ _ 1 -1 _ .._: . : ._: 2 BRASS DISK IN CONCRETE HEADWALL . 11 ;-=, -. _ M _ -: _ . _ _ _ _ _ :_ __ __ - A T BDRY. �» O STAMPED /T1' OF CUCAMONGA _ ,_" -___ _. _ _ __ _. _ _ _ _ FACEs _n _� _-_.. _._ _ ; - _. _, -, ___._ .- _ . . 10089 1987 AT SOUTHWEST CORNER OF __ _ ____ __ _- ._-_ _ 4 _ VENUE IVT. 7Q 66 _,Y :._ _ __ v - - SUMMIT AVENUE AND EAST A _. _. .- .. __ __ _ .._ - - _ __ - - - .- - _ _ ._ _ - . _ _ _ -. _ . _- _., : . _._ : - -. ___.. .__. .."__ _. R __.. .__v . ._, .. __.., _ .. _. .. - , X Ti ELEVATION 1507 031 FT ._ __. :. __ _. _. _ _._ . __. _19 .. _ , _ _ . "__ _._ _._ __._ .-". _ _ _. __ ,. _ __ ,- _.._ ._. _ .__ __ _ _ - - RG GROUND ELEVATION = 459.343 M _ - : _ : _ __ , :_. . _ __ __. _ _ �: _ _ : >�. T1s: _. _ _ _ _. _ t� r' , - � ,t - IS OF !NG NORTH UNE OF SECTION 27 .... .. __.._ _, _ _ _:_ .._, _ _ _. _.. ,_ BAS BEAR z 4 -._ : _: . 9 - _ : _. _ _ __ _._ - t 4 V _ Y - - - - - , __.. _. . .. _- +____ .._._ 41 52 11 - :_.. _ :: _. ft _, _ _ _ :. 1 i9 -1-- _., _ _ _. # .. .- --_. _.. _ _ _ _ : --- _ tQO YR W.S. -r _ ..._ -.m -_. - _ ,_, _--_ ,._ . -_ - - _ __ _ _. __. _._ _.__._ _,_.._ _ .. _ _.__ _ w_ .._-__ _ __.�_ W_ I } , , _ - __-"4_-_r- - -1 I I j � I I _j r I -1 -A I -L __ I .- - , . , _ i _ I .,I I - I _ I , I! r \ r 'I I " I I _ _.,. � I f I I . :. �► _: : : : "..: _:.. .:: _. : -- : - - - a - _,_ 1 -1 .. - , _ _ ..:.: :A _ .r __ _., -. _ _. _ .__- - _. . _ _. _._ �.Di �Y _ .: _.: _. mr, _ :. _._ _ _ __. : _ _ ,- _ - - _. - _ - __ _ _. _ a _ _ _ _v - _ __ Q stxt� Q v - - - _ : - - - Y 8CF D _ _ C ,. _ , _ _. - _ _ _ - _ - - _ _ lff-- __ _ _. _ _. _.__ _ : __ _._ _ _._ __ _ : :-: _ - ._ - _._ __. _.. , _ .-_ _ _.. b _ .__. .. - -:� .- ___ .__: __. __ :- _. .. ._ __ _ _. __ _. w._ _ _ - - 300 s € - - .- _ _ _ _. I i - _ - - - = _.__ _.: _ _ _ „ _ : _: ; - ; . _ _ : - - __ _ : __ _ _ __ a_ _ _ _ r-,I __: _ 1 I w - _ J� _ .- _ . _ _._ -_. _._ ._., d _ _._. _ po IF •' , vi •� _ . . _, .: ,. ; I I I i I �I i '91-� � .4-�__4 Nc, Y - _ : : - . j ._ .:_._ .:.,_ _: ._._ -__ : :.`: . .' ::: } ,. - - T _.. - - N_ _ Q-2400 _ C� � __ _ _. _ _ __ _ _ _ ._ _ _... ._ � G . _ _ t - _ . _ LL_ . . �' - _.. __. :. '�'. f� _. __ _ :' - wLL - - -- _ -_ _ _ _ t _ -- - -' - -- � - _4__� t T � � - I :. _ 3 _ _ _ _ = . _ _ _ _. - _ - _ - - - . Z : .: -. _ _ _ _. 1 - . L" m = 48.5 EfS 3 � _ _ - - . _ :_ _. - - _.. 1 8 , - : 1 - __ X37 _ _ _._. _..._ . _ _. _. _. _ _: __. __ -. - - - - - _ _ _ _ _ - 1 6.0 CFS _ . _._ _ �_ _ . _:: _:� -,rl - +--- :Q4 ; Das . _. _ - _ _ : < , , . , _ 3 T - .. ' _ 3 : # ,.: : _. , p m s - " r -_ Z ---f . . __: _ _ _ _ - _._ - - . _ 4 _ .: _ .... . : _.: N x _ ::_ .:_ _- _. _ - : . : _. , - - m 4t 1F _ :. ::_ t� _.__ _ - _ __ _ _ _ -_ _ cr 2 -,i .� _: . .:: :: -.. 1. - - _ -- W _._ �i 40 .F' _ Ol - ; .' _ - _.. } _ N _ _ -. _. _ f _ D 800 : - __ _- _ __ _ _ _� n ___. __.. __ __ _ . 2 1. CFS , �, _ i - _: 4 .3fP5 _ _: . _ , L . 11 H . __ _ _ ,. >. _ .. __.� _ z _ T= 144.8 CFS ; - -- : E�d . . )27.2 CFS _ , ' - _ _ _ - _ ._ .._- _ -t 1 . - __9. . -_ _ _ 536 FS _ o __- Q C _V tfl.t . _. _ _ Y- _ _. -. = PROFILE SCALES 9 _.. 7 _,_ _, S'-ff13 - _ _ _ .. _ _ Q rix _. , _ _: - _ n _.. .._. .._ 7. 0s _ . - 1 _.. __ o ., _ _._ - --.. _. ____ _. WAX : HORIZ.: 1 40 _, - _ ,� Z Z : - - - __.. - _.. - _..._ _ r - » _ W ,� _ _ _. _ VERT. 1 =4 . _.. _ _ _ . . _ •r _ _ - - - - - __ %L R _ _ - _ .. ti+oo 12+00 +oo +oo +oo 10+00 .CONSTRUCTION NOTES I :: _ : _ at * PROVIDE PRE-CAST MITERED RCP ELBOWS - _ , ,� - - A T GRADE BREAKS 2 CONSTRUCT 24 RCP do BEDDING (D-LOAD PER PROFILE). __ _ - - _ o g h . AIA 00 00 8 CONSTRUC " DRAT INLE PER TAIL WN FET - + , o, : PROVIDE AN DDI TIONAL 1" COVER OVER I I O AND MANUFACTURERS SPECIFICATIONS (JENSEN»D1243636) OR EQUAL. T(�ILIWE STA. 15+ X_w-_ _ .. _ . 9.0 +-°Q 4 n _ REINFORCING TEF�Li ,USE f c=4000 Sl. , , I III �� Q CONSTRUCT 660 RCP & BEDDING (D-LOAD PER PROFILE). _. _ __ t _ i i I I ( I I ` �4 G 62 1® CONSTRUCT 84" RCP MTH RUBBER GASKET JOINTS & BEDDING I PAD=44.4 _ , _ I _ ,1 A PAD=44.7 9 (D FILE). -... _: _ - j OF � _ I ' 11 i,! I THEN hSw I CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE B). _ . _.. , R � PER SHEET LOAD PER PRO - 1 _ I IE NGFENCNvc CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. NO. 300. s ' := 7 - ! I , I i `I ' ' I (PROTECT IN PUCE) ( - 63 J REMOVE AND REPLACE 1NTERFERRING PORTIONS OF TYPE !ll FENCING : :_ _- ' _ r I I i ( I I I PAD-44.4 AIL "B ON I I ( ; � I 4 13 \ PER DET SHEET 8. 3 ' ' I I aAD=44! 14+26)90 BC F 13+56.43 urs B C #4 i® CONSTRUCT MONOLITHIC CATCH BASIN CORNER CONNECTION PER CITY STD. 308. I =10+00.00 LAT B-2 r -- A=s8.or, a=24" 1® CONSTRUCT MONOLITHIC CATCH BASIN SIDE CONNECTION PER CITY STD. 308. j ___ _._ . - I TYPE IN ICING t�53 74 EGA REMOVE AND REPLACE INTERFLrRRING PORTIONS OF TYPE 1 I I I e __ r. ? TEC+ ►h cE� �T �Z FENCING PER DETAIL "B" ON It I (SEE PROFILE SHEET SHEET 8. _ y_, _. t2 t to+13.47 LA a-2� ® RECONSTRUCT DAM EMBANKMENT PER DETAIL "A» ON SHEET 9. _ . _.. I t 9+87 73 DOVE CANYON WAY . 1 j I I � � j 6 -. : _ - _ _ c - CB N0. 1 \ 9 fNSIDE CS FACE _ _ . _ 4.O', 10-1,.0 1® CONSTRUCT PIPE ENCASEMENT PER DETAILSHEET 9 . I I _ _.- _ _ _ __ � - I 1 ' I 10+40 os L�►r e- �+ �� DovE _ I I i � _ ! 9 CANYON WAY 12 1 16 CONSTRUCT MANHOLE NO 4 PER CITY STD. 325. L t SIN 15 ' ( I 66.68 bFIE B_ INSIDE CB FACE C .0 NO. 2 >F X71,9 SFS Q = 271.9 CFS I I 1 00.00 UTIB-9 10+37.83 LAB-1 I E rr t4.o; v=to.o' ® CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 331-2. _ t i ; l I 84" . 108 r00' I 1=D2= PAD 43.7 END 24 RCP 64 �ll T _"- - ' ' ' » / " MA *Ti.x - :_. In�AXI 1+ 00 I I 90100, B=2 uT �l T PAD=44.1 2© CONSTRUCT 36 GCP INLET RISER IMTH DEBRIS CAGE _. - .. .- _ - r -f _-. ._ _ TrlPER CALTRANS STD PLAN D7 AND D9 EE SHEET 7 1 i T 13+41.54 UNE a 5. (H=6.0 A 3C : 11 -1 _ _ S .. _�_ .- _ ,, _ _4 .: -_ �_ ._. :' I ! CRETE BU f EREQU� _ .75 DO SD CONSTRUCT JUNCTION STRUCTURENO. PER CITY STD. 3 . S PROFILE ON SH ET 6 y H 3 0 . I _ 3434.75'®OTTOM SE1iER FENCM TC `IN PCNA I CROACHIb1ENT MITA OM SBCFCD - 1431.08 TOP _ 13+26.19 LIME B= ® 4 "CoD 33 10+00 © CONSTRUCT VELOCITY CONTROL RING PER DETAIL SHOWN ON SHEET 8 T u _ - - 10+00.00 UT 8-1 1435.32 BO TTQA/ TER. • - - - _ _ - I D D2 66" . BEOQNSTRU # • ' 11+50.36 UNE 3 " - -� Q 8+44.00 ;' 71 ; 13�fo751 BC ` _ --- A=70.08; 8=24 ® CONSTRUCT ENDWALL AND WNNGWALL FOR 84" RCP PER DETAILS -- END WALL 1426.26 tOP SQ I I _ _. - - - I (1 427 4t) P 70 2 C / l j 13+22.24 LIME B 8 (W 00' H 12 88' L 14 15'). # •- BEaN 84" o�.is sHowN ON SH r 1 J PR EE o ,}_ _ 3LM � I I /L M.H. SHAFT - 1429.42 TOP SD ® CONSTRUCT 1/2 TON CONCRETE RIPRAP (T=4.0') W►TH UPPER 6" TO 9" OF TOP ( A -- I , t �F83.d0 C 1 L j I - . - - - - - -1 6-fA -. i .. . ..I-,-,..- ---.,,_ 8+12.00 LwE a (SEE 04 ON) I 1435•s2 eoT-roM WATER LAYER EXPOSED , TYPE B PLACEMENT WITH 1.25' THICK ROCK BACKING sktooia � ; - �' YCR ` I: ! 14 B a' NO. 2 AND TYPE A ROCK SLOPE PROTECTION FABRIC PER CALTRANS STD. : ' Ob � Z7 i:9 Cfs _ - . .. _- BEG. cON TRUcnav i G r 1 .. h V3�-� © REMOVE AND DISPOSE OF EXiSnNG CONCRETE CHANNEL A SPEC SECTION 72 • rips t - - t � � +i 11 - f c IBJ (SEE PLAN ON SHEET 5) 3 ` - SEM 6+00.58 WESTWOOD WAY C INT .- , u o M SES ENCA E�1T 10 6 �y d _.:w 14CAVt 12FL - - - 12+88.65 LIME C fNT. =10+47.08 DOVE CANYON WAY C/L 1 __ 119 _. . I , �� I I 11 I ! - 0 CT IMP ! ` I / =18+29.10 UNE A /L INT. 4e -- :_. .: � r U 1 + 60 LINE - I lI 1T+37.64 BC _ -. I t All A # $ , ; ; 110+ 00 LAT 10 G 1a" SEWER I V K i D1=66 , D2=84 SAN SEVAINE' 8 I t I 1= 2=84 P I �is f 12+66.27 EC A-36.45*, 9=48" . 8+00 9- 00 BASIN NO. 5 I • 1 I I I I + ,2. '!70.000B 1 1 FCD FENCE I I aZ L=20.76, C=10.19 (SBCFCD) ;' I 1 + 0.00 I SAbf W ; V IN . A RAIN INLE I '� 9 i g CITY , i I ; O�E OWNED NO I h DESCRI PT10N OF REVISION DATE CP I ( 0 � i T~ IN PUCE`) ATED BY S6CF ( I I J PAD=4#.6 PAD=4�-6 PAD=45.8 /' APPROVED 'LINE DATA f 1 + , ,, i �1�ilI I L* PF►LE Hyo N / ! ill II ( I #R �!" ) , EASEMEN 7 VI I is DELTAWF J 40 RAADW LeBow TANCgNT I 1b 10'BC 1 :TRACT 14759-3 " f GRAFM SCALE t I ® - I ` t ; t , ` s I ' I BOUNDARY 40 0 20 40 80 I . N32-18'36 W - 425.64' 1 I ANG L f STORM DRAIN IMPROVEMENT PLANS 0 a Qe 36 27 21 45.00 28.63 14.82 / 1 + I r p IN 11 K f 1" = 40' " / 1 I I I / I �} 6 EC I TRACT 14759-2 I © N68'45 57 W - 41.24 - 1 t+27. 6 nD 58 51'50" 45.00' 46.23' 25.39' / 4 yj I 1 f •�6 LA (B--91. .r/L 24"x36" DRAIN\4NLET 7 '' • ! 0 N52 22'13"E - 73.16' - I IllIllIliI f D '24' RCP`; 20'�Ob1MUNITY L� "�"' ! LI/YG B • STA. 8+00.00 TO STA. 15+00.00 a cm I � 1 , I G TRAIL EASEMENT ". QF 05'1911 294.00 27.30 13.66ill PARK SI�•F ' © N5T41'24"E - 45.80' - Approved By * � " DATE: H CITY ENGINEER RCE NO. 24953 UI QH N1722'13"E - 40.05' - COASTR C,nm NOTES 1 I-7V VI Y 111 �7LINE B DESIGNED BY: RECOMMENDED: O c QI N5933'21"W - 13.47' - » » » O.S. AE11CASC b QQ N57'41'30"E - 99.10' - PROTECT AND,SUPPORT EXISTING 15 SEWER PER DETAIL C ON SHEET 9. CONSTRUCT 6 CHAINLINK WALL FENCE PER SBCFCD SPECIAL DWG. Il. * DRAWN BY. E N G I N E E RI N G SHEET 2 60*00'00" 22.50' 23.56' 12.99' / _ 937 SOUTH VIA LATA OF 11 E� K REMOVE AND SALVAGE EXISTING 1 4 TON RIP RAP. �,od-ao AMT Z L NO2'18'30"W - 3.00' - G SUITE 500 CP 0 CONSTRUST PIPE CLOSURE, TYPE A PER SBCFCD STD. PLAN 176. �_c COLTON CA 92324 I y CHECKED BY: DRAWING NO. QM N57'41'24"E - 20.00' - CONSTRUCT TYPE Ill TRASH RACK PER SBCFCD S.P. 101. CCVA PH. 909 783-0101 FAX 909 783-0108 � s © ( ) ( ) 149 D PROJECT SHEET IViO OiF f I BENCH MARK: - w _ : :. : _ _ _ M _ - - _11 - STAMPED CITY OF RANCHO CUCAMONGA B Y . ..__ _ . _ _ - _ - _. a _ 10089 1987 AT SOUTHWEST CORNER OF _ __ _ _ - - _ _ AVENUE - > _ _ _ _ Y _-. _ _ - UE _. _- - _ >. _ _ _ _ __ -.N _;. _ _._ - . z .._ _._ __ ___ _ _._ _, - - --- --- _. - ._-- __- - _ _ _ - f _ - __ _ _ - _ _ : ___ _. _._ .. _... _ _ _. _ - � _. _ > - .� , : . :. _' . LEVATION 150 7031 FT , - E , _ ._ _. n- „ - _ -_. _ ___ _. -- _ _ _ _- _. - - _ ELEVATION 459 343 _,- -- _. _ - - - _ - - - - - - M . - _ _ - _ - - _ _ 11-1.1.111. -_ _- ___ _. �_ _1 -. __ - st. - - - _ T : : : r _ _.. F - .- F (1 _. >_ --- _:- , .:,: ,__. - BASIS OF BEARMG - NORTH NE Ti RAE a1. : �. __ ._ _._ ,_ , . -r _ :: U OF SECTION 27 - - _ .-. > - . -. .. . .. -_ ._ . ` . _ sem_ - 0 lj� } F _ .. _ -.. .-J.o�r , _ -.-. ._.... - .._. , :- � 177 + .-r- I t � r • f t t f i . . - i ! ♦ • i -yam t f f i i t I _- ,.-.r _.. _ ..- 1. _. :._- _ :._-. -.. -: .:.-..- -. ... -_. - - - - - - _ _ _ - v - _- __ - - - - - - - - - - ..... : .. ,.. ,.--- _ - - .,- �w w__ - i,, . � - __�I --- ._:� -- .--1 - � : _-I -I - - i. -J I�_ - -.1. � I I :- , : --_I �_-1--1_- : �__ � 11..-- -� '. .__- � *��*_ - --- .-__.----1 -" I �.I V . ____-I �__. I -- . 1. - :.. . _ _- ...r ..� -,_. - .._� - h___-__ _ __- f I I I ]Vm >:. .,.... .,v. _ a- --- l S 1 f i i i 1 3 t 1 3' : - - . - . _. . - I --_- _,.__ _ - _� -_ _::. ,- N _ - , 73 - - - - - - t rER9 -IN v _ .. _ __: -: _ _ _ 11 - _ __ _ ._- A : . : : - - .. _.. _ _._. __, _ _ _ _ W-. , - F x - - . . ' -- ._. .-- _ - - - - - _- _._ _ _i � - -'_ � , -_�w : : __._- : __- - -9 _,-. .. - j r , 1-1. - - -1 __ 1. - � - ill - � -, -41 _. , , _.: __ 4 F . - .- _ - . - ..: , I -- r- .;� . �:, .-.- ..-�_ L_44_� ,� � ... . � - _' �' li I .. - . . . I .- _._, .-,.., ... ... _.. ._ - _- _ _ r.._ _. _-. _ - _-.. ._.. _ v _.< J0100 == 106.5 !CFS _ - _.. _ _ _ _ _A. - _ httX __. 1. _ - - : _ - - _.. - Q - 11.1.8 CFS _ . - - Oa u. I ; V - 5. . .. - AX-t- _ _ _ - - ___-_ . .. _ _, _.. _ _. ,> n ill `� ,_: __n _ _ . - __ . _ _ _ - - s _ > , _. - _ , - - - - - v r : -- _-_ :_-- -._ __ _: _ _-- -- _: :_ 4 f -- ;i21.� -CF$. _ o r. - w _ 1 F - _._ -. -" 1 5 C S -._ _ - - Q _ _. _, N __ N _ � - .:.. - __._ _._ _:-.: _,_ _.. � X272-CFSL _ . .. -_ _ _._ . ._ -- __ _ , .; _:_ - - - .:�._�.5�Fi� _._1 oa . . _ _� , 44 _ - - g- _ _ _ __ _ -__ ._- __ -_ __ ._ __- AXE __ _ . _ _-_ --- _,_ _ __.. _ _- 111 _ - - -- _ - - - - - - - ri _ _ _ . _ _ __ ..-_ __ -. . _ __ _ _ _ _ _ _- -. , _: . _ - - 3 - - tp - a� .f Z _ _. .- O _. - .._ - _ .. _ _ _ . _ .� - - _ _ __ _ c� _._ _.,. _ v _-.- _ _ a + _ _ PROFILE SCALES _ -- - - -- -.. _. _ _. - _. __ - - - - - - __ _ - - n _ _ _ _ _. _ _ w - - .� w w .. :: :: - : _ HAW ._ W W �i - _ _ _ _ _ _ - r r - - .., - - j ,-.-_ W W _ : -. _ _. _ _ -_ -.. ._ _.. _ r _ : _. -. -- 40 _ . _ - < _ - _1 I Ii I , I i D-1000 - ,. - D�18017 - 800 :_ _::. : _ VERT 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 CONSTRUCTION NOTES O2 CONSTRUCT 24- RCP & BEDDING (D-LOAD PER PROFILE) (5 CONSTRUCT 42- RCP & BEDDING (D-LOAD PER PROFILE) ® CONSTRUCT 60- RCP & BEDDING (D-LOAD PER PROFILE) 10+08.49 LAT 9-3 Q CONSTRUCT 66- RCP & BEDDING (D-LOAD PER PROFILE) 1425.87 TOP SEWER 1429.74 BOTTOM SQ 7+7813 DOPE CANYON WAY C rNr. 4+94.48 DOVE CANYON WAY C nvr. 21+59.80 LINE 8 1© CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE 8) =1+00.00 WEEPING WILLOW WAY C/L =1+00.00 WALNUT GROVE CT. C/L =10+00.00 LAT B-3 17+OA AA Df=D2=60' @ CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 `/ r i % CA M.H. SHAFT __ .1460 A=45; B=24' 14 15 / ' 1i ,, 18 19 20 ` \< , 'l 22 f 23 3 10+25.46 LAT 9-3 1® CONSTRUCT MONOLITHIC CATCH BASIN CORNER CONNECTION PER CITY STD. 308 g PAD=44.4 PAD-44.6 A0= 9 �` r=PAD=49.5 PAD=49.5 PAD=49.2 PAD=47.6 PAD-415.3 PAD=45.0 ,� AD=44.1 1429.06 TOP WATER _ - j / V �`�' 24 1430.94 BOT Sp 1@ CONSTRUCT MONOLITHIC CATCH BASIN SIDE CONNECTION PER CITY STD. 308 �-O - 1 /I A' / <♦ N / PAD=40.9 1+34.65 LAT B-3 1 N �A Y 71+49.44 EC INSIDE C8 FACE ® CONSTRUCT MANHOLE N0. 2 PER CITY STD. 319 __ -_____ _ ___- _ 4-_i_._ __�_ _ _ _ ____ _-_ _-I _.,__-- - _- _�T___. 25 © CONSTRUCT MANHOLE NO. 4 PER CITY STD. 321 - FWOP SEWER - - - - _ - A g �0 /° d' WATER ; 11 i PAD-39.5 1IL CB DOVE CANYON WAY 12 1 15 ztq _ e I tT / \ .----LAT 8-3 ;Nis o' _ _ _ _ _ _ _ _ _ / / (� PPOFI� ® CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. 333 + 1 +DO � 18+00, 19+00 , 20+00 ON SHEET Q REMOVE AND DISPOSE OF EXISTING CONCRETE CHANNEL N 1. / i � - (11 / I j I 'i , � 1 i IV 1 N 1 f I I;I i � �, -1 i V ~- , �� 62 ` �'' ! f 56 55 19+82.28.�c �: 1X \ 2 F-- � PAD-44.7 % ; i f '�', 54 �49 '., _ , /, � / PAD=4.4 PAD=49.5 -PAD=49.6 PAD=,46.0 \- ' / �' 10+47.14 LAT B-5 WEEPING WILLOW WAY 15+44.62 LAW a 11817133 UNE B PAD-- i, / 47 Q� 1425.22 TOP SEWER 15+75.62 UNE 8 1431.75 BOTTOM WATER 18+61.33 LME 8 WALNUT GROVE COURT 1433.18 BOTTOM WATER 1431.12 BOTTOM SO 1433.61 BOTTOM SEWER 1430.75 TOP SD 1433.12 BOTTOM SEWER 1432.18 TOP SO PAD=41.9 I p 21+71.80 LME 8 C MT. 11 . 1430.69 TOP SD 1432.12 TOP SD =10+00.00 LAT B-4 C L 2 F PAD--039.6 01=D2=60' ? 2 A=45, 9=24' 10+7207 LAT 8-5 LAT 9-4 INSIDE CB FACE (SEE PROFILE ON SHEET 6) 4 10+13.30 LAT 8-4 i PAD=40.0 1. G 5+46.60 GROVEWOOD W!i@@@ INSIDE CB FACE 5 31 X14 0,NO. 5.0' 121 15 1+61.50 DOVE CANMN WAY PAD=39.4 10+63.76 LINE B C/L CB N0. 4 ,\ - 1430.68 TOP WATER W__74.01, V=5.0' 22+01.40 BC 1431.64 BOT. SD CITY LAT B 5 DESCRIPTION OF REVISION DATE ,�P� P 22+19.20 LINE B C/L MT. ,y (SEE PROFILE ON SHEET 7) i =10+00.00 LAT B-5 C/L qh e 10+30.81 LAT B-5 3i A=65.946; 8=24' ��{/� PAD=41. 1430.56 BOT. SD � DI-60; D2=42' H 32 1429.56 TOP WATER 1 L=80; C=268 �y 0 I �E' 22+21.28 -CJG��F s�' � 1. 1+00.00 DOVE CANYON WAY C MT. 511 2 C/L M.H. SHAFT ` ���? =5+05.55 GROOVEWOOD PL C/L STORM DRAIN IMPROVEMENT PLANS l CURVE/LINE DATA 10+13.47 LAT 9-5 i0 Ir 22+72.49 EC 1 � 1424.86 TOP SEWER 'c� TRACT 14759-2 a.0 O �TA/WA9W fuuxe LEMID .. TAIIK�YT 1429.97 BOT. SD �A Q N5 7'41'24"E - 482.28' - LINE & STA. 15+00.00 TO STA. 23+00.00 4 B 32'34'36" 294.00' 167.16' 85.9 1' 1 C N45'16'DO"E - 34.65' - Approved By : - DATE: N CITY ENGINEERJRCE NO. 24953 to Q N89'44'00'W - 52.36' - QROFESSIO �� •j ORR DESIGNED BY: RECOMMENDED: %a E N44'44'00'W - 17.68' - ��`���� £ o�y AMT b M SLE F N46'28'41"E - 72.07' - " r" 40 0 20 40 80 4J rn DRAWN BY: AE11CASCSHEET E .• © 90'00'00" 45.00' 70.69' 45.00' 6/0 OS E N G 1 N E E R[ N G 3 OF 17 XP. 06/30 z I" = 40' Q N00'10'00"E - 27.51' - •�•0�( 937 SOUTH iM UTA CHECKED BY.- SUfTE 500 DRAWING NO. 9-• 4T �� CVA PH. (909) 783-00 01 FAX (909) 783-0108 foF ��� 1999- D PROJECT SHEET NO OF " r - _ w s . I , , � ; - z - _ - - . -- ->.. . _ - - i - BENCH MARK: _ S DESK 1N CONCRETE HEADWALL . , 11-1 . - - t : -,—f . � --.': -� ,."'- - A .4 -4.-- - - - - , �. - -- - -- :". -- - -,. -- - - - - .._ _ I--- .z .._.. - _ _ _ _ _ - STAMPED CITY OF RANCHO CUCAMONGA BM _ - - . _,_ ._ _�_ ..- _. ___ _. __. _ _ _ _ _ - R OF 10089 1987 AT SOUTHWEST CORNS _ _ _.. W _. .__ a_ --- _ _ . _.- _ .:_ VENUE _. _ _ _ . ... _._. . .- .: _- _ - _ _ . _. __ _ _ ..� __ _ .,.. _ _ _ __ - _ - _ ___ ELEVATION 1507 031 FT - _ _-, s._ _. _._ _. _ ,.7 _.__ _. _ _ - _. _ -. -I -,4�. _- � -� I_ _ :._ _ �;0� _ _ _ w < . . � � A_ _ .. ... .-. .__ _._ ._ __. _ . ,. _ _ _ "s i __ , -. _ . _. _ ..__. _ . , _ .._- _� - - __ _ _ � �:--= - 1-�— --+ .-- I ELEVATION = 459.343 M -,-. , .. _._ _ - , _ -- : :.If 11 ft - _ , � I I � - : � . .._ -f -. _-- -_ .- --. - - --- w _.- .. -_. -__ -- ---" _- - - - - --- - - - - = - - - /► _ _ � �� _._ ._ . - _. _ _ _.. _. _ __ - ____ _ _ - - - - BASIS OF BEARING - NORTH UNE OF SECTION 27 11 _ _ _. _.: n _ - - - - - - :.. :..: .. _ . _ , .. _ -__,. _.- _ . _ _. a -s - U , _ , _ .. _ _ ._ _ :: _ --- IF— - . _ _- . —. I _. v_. ._ ._ _ I :_-_u I Lu -:- [±— I , 4 - _. .- _I . + - I I - -- - - _ _ .. �s — I -----01 � 9, -:-':� ., ., r-I-I , :9.--_�.-,-I -,,m - ", - I -1. -- i �� I -I .-- I - I i ,: : : - � :--1, � : : - .�I .-,.A ...,� la . - , �14�4— - - ,— - I , , ,� , f7 40-4 I _.. _ - -- - _ _ _ _. _.. _. • i _ I'll _ .._ -. .. _ .. _ _11 r _- _ _ - :. .... ... .. 1 U • i--t--1 _ 8 _. -- ", _ . _ _ _ -_ ..: 1 _ _ 1 I - I I _q+- : . :: : - - I -_ _ _ _-_. __ _ _< ORA! _ - - - __ - - -- '-. _ _ ___ --_ ,._ ._. _-_. . - .:,. $SDR, v- . r .� .�_ - _ C01� 7RA�C : :: - .:. _ _ - _. 1 3. S - -L I - - - _ _ _ I ,rrrr � I - . i I I � - � I � . Od -_,,. , . - - - - - _. ,-. - _ _ _ - - - _ -_. _._ _ , - - - - - - ___ �_. 11 ___. __ - _ __: _ _ :: _ _ , , :: _. -- 1(36.5 £FS - I •r _ , _ b-' - -- __ i - _ :- ___ a _ - __. _ 11 -_--- �I - - - -t I R �, :-:_ .. - - _.. . tj _. _. ..t _ __ _ _ _ __ - - - -4 - _- � Ir, _ > : - I -� - - I --- - -9- ..r,-. -,.-I- . -t - -I- -I r 1- :j I I. I I - - �r-- r -I � :_ -.- - , i I _ ._ -. , ; _ _- - JDATA _. _ 1. - _lr 6. _ _. : : :_ _ . - .. _ _. _ - ._ _ .-_ __ <. ._.. _ - _ - - - - . _. __ _ 1 Q4 8 CFS .-- .._. - f i _ - Y } {dpi} - _ _ _ _ _ _ _. - V ' 1 4 FPS - - _ _ _ - - __ - _, .- -- - -- _- _- 1 .. . _ _ _ _ 00 . .- --- I�j -, . , - - - , I _: -1 povoo .000 .1 , ... - -� . . I .. - - - , 'I _ , -� 9 . . _ - - _ _ _ c - ---- _. _ Z - : .: :. __: 1. _- . _ ,, Q ' 4 - __ __ _. _ __ :_ ,__. .-__. __ - F -_ - . _ ___ _ -_ _-_ Q - . - _. _. _ ,p - - - _ - , . _ - F 'S _ ._ : . _ . . ,- -. . .. __._ ,.. _ - .. - _.._ - -_. _. p _ __. _ ,_. 4_. _ _ _ 0 _. _ -. _ -- _.__ .-. --- - - – _. _ - cn ' _ -- - - - __,_ __. _ _ __. .._. _ _. - _. _. > - _ _ _ . __ _ _ : _ - - : - - - _- _ _. ¢ -_ __ _ . _ _:. _ __: _ -.. __ --_-- - - __ ._._ _.- __ -.._ - t - - - - - -. -, �_ - _ _ _ _ _ . __._ n »- _. _ _ - :. : •r _ _ . _ �, - . _, . 1t� . _. __ < _< - _ _. _ 6. __ - - _ _. _ _ n - - - _. - ._ - _.. + z _ _ ____ _ _ _ _ _ _... ..__ ..._. _ _.... _ . _,_.- __.. _, _._ - _. _ _ _ _ - - _ - , _ - _ _ - - - - _ _. _ _ _. - -_ ___- .._ . - `� tu�'� cv �.�o�ir - - _ __. _. r : __._ _ _.:_ -. a- �� . : -- _: PROFTL.E SCALES _ _ __ I T- . :: - __ ... - _ ..-. ... -.-._ .. ._ .. _ _..- _. . - . ___ _ -.- .... - _ M ` ff - r .. ... _. .:.. _- .r. HORI 1 40 1 - 1 .:_ ...... _...._ __. ...�- ._.-.. _,.._ .__, ._� _,_. _._ -_-._'._.... .. lllLfLlr ...: . .......... ..... ..........__.d-..".. __.... ..,� ....._ -.<...,{.._.. ..i_.,_ '� ....q... ._._ __._ _-�-_ .".r,. l"/SAA - _ _: . -4- -.-!--- -I ..__. _ VERT 11-4' 99 - - 6�" . I i t , 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 i 1 \ I I �,,r� CONSTRUCT TON NOTES e sy�-, y�, + 10 CONSTRUCT 18" RCP do BEDDING (D-LOAD PER PROFILE). �_ �� s q�° ��s�. 50 CONSTRUCT 42" RCP do BEDDING (D-LOAD PER PROFILE). \\� ! 11 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE A). , flMJR� L 11 TRACT 14 759-3 ® CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300. GRAPMIC SME �S. \�� 0 CONSTRUCT MANHOLE NO. 2 PER CITY STD. 319. 40 0 20 40 80 11 tiN�'-3!57.3 39 LL , `�_ �Z � �Fc ® CONSTRUCT JUNCTION STRUCTURE N0. 4 PER CITY STD. 333. I" - 40' P �ovE i 4P,� �,f ��00. 31 g�9 x�`' o �` '�cE•l* cr,: 0 CONSTRUCT CONCRETE COLLAR PER CITY STD. 329. 10 P� ' �` ` - ' J� W. 0 REMOVE AND DISPOSE OF EXISTING CONCRETE CHANNEL. . 0�6 I.- �_ �'�{� � REMOVE EXISTING CONCRETE FLARE END SECTION p 5'�3 69 `T 'O \ �.h ® (PROTECT EXISTING RCP IN PLACE). 3551 Bch- vN -IV, F. W 0 1 IV rp_ 1 � e � ® REMOVE AND SALVAGE EXISTING 1/4 TON RIP RAP. 11 r� d a ,� , P�f�A ti kk�• "�.I�� ! E �x ryo I � C ` , 1 f� l 4 / \ ! O , 1 • + ' 33,60 22 8° v' �. // I O 11 - 456.0 � , l► a r. _ P w� ; .j i � � el I ` �N 0 '16 31 g , I //7r a1 10 Z 6}33• •(OP 50 g f F 1,c68 / a ey AA .3 3 �*9 8 eon Jti s // ha, r� 10 FF )J 3 ,; � F�e mss' ,� 17 �.� �8 CURVE LINE DATA � 0�4b• � i .1•,�6��� � ��sl J / CITY } P� �� w� .oF F a�rA/aEAI RAauels'r ranlr�e�rr DESCRIPTION OF RE1/1S10N DATE APPROVED 3. o 0 %7 9 •�' ; i o, £M� T ) AO N00'16 00 E - 290.22 MACHO � + R SrnEET R� o �►`0z� h /�' s Y>> B 83 30'05" 45.00' 65.58' 40.16' O I I I '1�' *� J !j• , © 19 50'13" 294.00' 101.79' 51.41' � ' ' 12' 18 18' 12 ' ,f`l A �; /\ OD 97'03'34" 45.oo' 76.23' 50.92' STORM DRAIN IMPROVEMENT PLANS or, .- �sCO ,?ems k., Q N33 07'42"W - 102.42' - I� J2 - o �;1 \ Q N36 52'18'E _ 13.30' _ TRACT 14759-2 s� ry�0 �r��, ,�so b b - © N52 46'42"E - 64.83' - UIYC O: STj4, 23-+00.00 TO STA. 29+3623 4 N�Kh ?h �� r �\ .11 N f + LINE B Q� °� 8 �0° ��� P,�a3 Approved By : DATE: /� /�/ll TYPICAL SECTION AT STA. 24 00 29 00 0 �'� s>>• pFESS/ CITY ENGINEER RCE NO. 24953 (LOOKING DOWNSTREAM) A��1 �� °� �� �� c�OQ� 1ORR0�4 DESIGNED BY: C RECOMMENDED: is N Ts tiX `,hx 4,� ; o yc> AMT W rn DRAWN BY: AE11CAS SHEET V EXP,NU.0 606 E IV G 1 tV E E RI N G 9 i ../ OS 937 SOUTH V{A UTA CHECKED BY: SUITE 500 DRAWING NO. . �l�rE ` COLTON, CA 92324 T a CVA PH. (909) 783-0101 FAX (909) 783-0108 l 19 D in J PROJECTI I 1 1 � SHEET IViO OF 3 4 1 i i f ' BENCH � MARK: " _ ED -t-�l2 SS DISK IN CONCRETE HEADWALL _. _ M _ SURFACE S.D. 1C CITY O STAMPED F RANCHO CUCAMONGA B 10089 1987 AT SOUTHWEST CORNER OF _ _ _ VENUE _ " - : : SUMMIT AVENUE AND EAST A : ELEVATION 1507 031 FT - _ - ELEVATION 459.343 M -r _ .. � S.D. CL; _ -. ,/ _ . . _ _ _ _ . _ �. - BASIS OF BEARING NORTH UNE OF SECTION 7 _.. _ . . ._ _ _ _ t f 1 E i S t t t }__ ISTINd dR if SORfACE 4 tA. -C _ a � 4 _ _ .J - - HGL w i _ p - - ' j HHG : t IFFACT' 14' i ' a i _ .. _ _ - _.- _ .._ .. - _ .. a r�1b - _ - .- -. .... -. J►VEC1A I7fCT[lTr _ - SON OMNNING C0#STPUC710N j Q F1 27.6 EFS - _ -1 , __. _ _ _ _ _ . _ tnas v _ is l�j • . ._ AI - I -.. I_1. 1: 1 1 -1. __ - %%% . I I - - : _. -_T T C : - :.: 27.6 C _ - _ .. _ - I( _ " k _ _ 0.1� fps a # _ _ d z r Q 127.6 CC'S _ Z _ _ _ _. N N Z� ID _. __. ._....m ..._ :. _.- Wm- _ .. �. - FILE SCALES D-t0oo -loco w V ) HORIZ _ ++ 17.1 - _ _ _ VERT. : 11-4' 1 500 - _ 4 __ . .. - 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 CURVE/LINE DATA ,1 D8_TA4WAq MO RADW L6wtw-. TANGSVr = Q N68'45'57"W - 41.24' - �-- 58'51'50" 45.00' 46.23' 25.39' © N32'1 9'00"W - 218.06' - 8� 21-43'14" 306.00' 116.00' 58.71' 691 0AD=63.8 0 N5402'14"W - 150.63' - 12 68 PAD=62.1 ;, 1 00.00 *STw� WAY C SVT. Q 87'49'34" 45.00' 68.98' 43.32' =7+33.61 PINECONE WAY CIL " PAD-43.7 COVE CANYCaIV w/aY PAD=60.1 3+1379 BC �� '� 5 © 2 54 07 1315.50 66.63 33.32 LAT �t � ; ' ur e�=2 64 (SEE PROnLE (SEE PROFILE 23+11.46 _ - H N30 5236"E 103.92' ON SHEET 6) I ON SHEET 6) PAD=44.1 : t �4 67 C/L M.H. SHA 0 - 65 s6 PAD=57.5 _ �. �� ; \ Q 9000'00" 45.00' 70.69' 45.00' --� -- �+00.58 NEST WAY C IVT. PAD-51.0 ' --4-- --(SEEEEE ._ _ =10+47.08 DOVE CANYON WAY C PAD=54.9 i N f ` , Q 1 Q N59 07'24"W - 124.13' - - _ PAD=43 7 Iwo PAD=65.0 18+29.10 LIVE C Iv - -- __ - - _ - - - = ( r �' �� ` CONSTRUC'nON NOTES =12+88.65 UNE B CA '_=-_-_ _ • - N E CONSTRUCT 48" RCP dt BEDDING (D-LOAD PER PROFILE). CA M.H. SHAFT 8w � _ as WA \ 22 N 1456 90 TOP 59.65 LINt a g 0 CONSTRUCT MANHOLE NO. 2 PER CITY STD. 319. 1457.90 BOTT WATER \ 84 3© REMOVE AND DISPOSE OF EXISTING CONCRETE CHANNEL C + 23+82.77 PRC 14 PAD=66.2 D �\ / �` 6 ® REMOVE EXISTING CONCRETE FLARE END SECTION F ' 6 /' (PROTECT EXISTING RCP IN PLACE). 63 16 EC PAD-62.1 A' 1 PR ) \ 24+49.40 EC ® REMOVE AND SALVAGE EXISTING 1/4 TON RIP-RAP. 18+96.48 \\ \\ , 2 : �` 1+00.00 ROSE WAY C/L INT. CA M.H. SFIAFT \\ \ PAD=60.t \ = 57+98.78 BANYAN ST. CIL i` 20+4 . 6 9C 27+25. PAD=57.5 \\\ \ CIL M.H. SHAFT dao-45.8 16 5 -\ f; l PADt48.4 P�D=51.1 r PAD=53a \ y PAD=55.1 'f f 1� ;' � ,€ _. • - .. -.. . __. \ Pte_ / PAD=44.6 PAD=44 i _ s-- \\ `� 15+8332 9C L�bt \ DESCRIPTION OF REVISION DATE CITY a• PARK S17E '�" \\ �` \ / i \ APPROVED CrT Y OF CUCAMOAGA 511 LINEA _ 2'+48•14 ec -+ STORM DRAIN IMPROVEMENT PLANS 1 0 \ \ r++ R/YV STREET R \\�� �� LOT ~r n - ` PARK SITE f TRACT 14759-2 a 12' 18' 18' 12' 25+x128 DIVE A i 2�+24.01 EC LW A SEE TRACT 14759-1 LINE A= STA. 18+2910 TO STA. 27+48.14 o 1461.88 TOP SD DRAWNG NO XXXXX I 1462.88 BOTTOM waTFa 9+91.x3 PINECONE WAY C INT. _ +00.13 ROSE WAY CST 2 OF 10 3 /L Approved By DA TE. �' GRAPFMC SCALE s' CITY ENGINEER RCE NO. 24953 40 0 20 40 80 ` QRof ESS/ON _ �c� 10 RR DESIGNED BY: RECOMMENDED: is 1. = 40' R/ y�IRV £t �y AMT TYPICAL SECTION AT STA. 22+00 66 a DRAWN BY: AE11CASCSHEET �$ LOOKING DOWNSTREAM) � XP/ o6iao � OS ENGINEERING 5 of 11 a NTS �_r- L CHECKED BY: 937 SOUTH 000 VIA LATA DRAWING NO. 5 4lE 0 `gyp COLTON, CA 92324 A .o.. � CNII 0 s F CVA PH. (909) 783-0101 FAX (909) 783-0108 PROJECT SHEET NO. OF I SOM MEQ Mo n moi ��� � #� < « # w � � - Ions a MEN moommommol� mSEEN smosommossommoss b- M Effiffiffidwas on 0�22 0 Pq mommossoms � � . - e ���#� # � # 11 �f - - , .� b EN ONES "Son IIIIII ' � N MENOMONEE NONSENSE ! SEMS ME • - i ' i 1 1MIE No M �: IMMOM M FEEM IMME M111111111111 No �� MI ion ■ENS ' . i smosE song SOMEONE 0Illm000m mossoso onEMEMMEMEM so mommommommommomom sommossomommon mossommommommosso -assommossons- mossommosommosoms MIN EMMONS SEE-- Now v loss 0 MENEM MMmMmMMM Food �p MEN MINE! mmmm INS . _� � � ' WIEMMIEM EMMUM r y �� � � �� � � '� � � Monosson t� EE l�I�� offiffins0MMMI 1�� sell-goon smmo �j _ . it/��:Lt�l�.11 M ME on MEMO 0 MEN mossommossommos � - mollo �� ME n 0! cosmos iSUMMONSES MEMENSIM Elm � � �� � � ��� MUMEMEMENE EMEMEMEMMEMEMEME WOMEN MEMNON EMEMEMEMEMEME isms MSm EMMONSso ■ IEEE IEMMIEMMM! monsoon so monsoons# SOMEONEMEMNON SOMEONE IIA r - onsommossommossm _ ESE - - onl� ' �I . O W . SEEMS OEC � � � � l l� E ME wo' - o �� � E MEN sommossomon ME WEE IMES ommm ON EE M � SENSE MEN ON MEMEEM EMEM EMM ONS, ONEE NONSENSE mommomm mm mss .� 222 =gas= MRSEM � � � +� - #� � � � ■�� #� mossmonsommosso MEN ■MEWMIES� �#1 � � ' 11 � . MMEMMEEMM OWN MUMMI so i�l�� MEN monsoon � + ' � ' . . 1 � �� '� ��� _ _ l� 0�#� 6 . _ NONSENSE 0 r sommossommon sommossmossom MENOMONEE WE nommommommom sommommommossom MEN No OMEN MENOMONEE . . N INIMME NEW ■ENE ■ ''� ''`, i �� 1 MEESE ' � � lll�� � �# #I##I�#� 11l� � - , . i , . , i � � MONOSS N .. ommommomms s osso mossmono mosomms��� Monosson so monsoon SEEN ■lmmommosson MENEM SOMEONE mommolim sommossmomon Ems a. MEQ 0 sommommommossommm mmammm smommossomom mommil smsommossoms OMEN NNIUdD MEMEM ERMIMEN EMSEEMENEEMEMEME MI �Immm WOMEN mm SOMEONE smossomoss sonssommossmom EMENIMMENEEMEM SOMEONE 0 0 0 ,� '` 1 #SSE so � � # Emommomomm r •• . � � �I1�1�1I+� �i��i. 011 00 solo � � • r ■� � � - .. �#� � � �[ � � ' l�� !l #� � .. I NONE NEWSOEM on ���� � � � « • " ' « • « • IEEE �� ommoss ommm , p _ 1111 • • M NEW MmImmm, SOME NONE so �rmossommos om Monosson I ��� EMEMMEMEMEEMEMMEMEEM sommosommom mommsm � � . �# # �# . . . . . MEMNON monsoon smosonsmom '" Ell- SEEM mmmm"mmm . . _! Ion , on Ir.r. on !!!!!!!!!!!!! !!! !! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! . - - . !!!!!!!!!!! !!!!!!!' !!!!!!!!!!!!!!! !! • !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !! !!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! • • 1 1 !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! :� !!!!!!!!!!!!!!!!!. mm t s . ! !!!!!ll !!!_ !!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!! !!!!!!!!!!! !!!!!!!!!!!!!l . A !!!!!!! !!!! #! l OEM !!!!!!!!!!!!!!!! am !! !! ! ! !!!!!!!!!!!!!!!!!!! !!!!!!!!!� !!!!!!!!!!'!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! a !!!!!!! !!! � ..am � " !!!! !!!! - l�s,l.�!!!.! !! • !!!!!!!!!!! !!!!!!!!!! SON !!!!!!!!!!!!!!!!!!!!!!!!!!! !!! !!!!!!!_olmomm"nown !!!!!!!!!� !!!I!!!t !!!!!!!!!!!!!!!!! =SEEN!! ! _ !! !!!1111mmm soll Room; sun UUM on MMMMMMMMMmmMMM � �- = --__ i!! - !!!!!!!!!!!!!!!!!! ! ! !t !!!!!!!!!!!!!!! MENEMmmmil �+�����•��"'....�_-----___ iEm Was lii " !!! MONSOON isl mmmmMEN SOMEONE !! _ tel..• . AM MEN MEN so . . ! ! '!!! MEMNO! !!!!!!!!!!! �!!� !!!!!!!t!!!!!!!!!!!!!!!!!!!! !!! !!!!!! SEMME! !!!!!!!!!!!!!!!!� -! :�•1���1'�!��t1=�r_ �!!!!!!!!!!!!!!!!!!!! ' !!M!!! !!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!! . !!! !!!!!!!! !!!!!!!!!!'!' !!' ! 1! !!!!!!!!'!!! !!!!'!!!!!!!!!!!!!!!! !!!! !!!!!!!!!!!!!!!! !!!!!!!1!!!!!! l�I , !!!!!!! • !!!!!!!!!!!!!ll,�,,� ��1 �'� !!!!!!f!! i!!!!!!!!!!!!!!!!!!!�!!!! !!!!!!!!!!!!!!!!t� � no ! ! !!!!!!!!!!!!!!!!!!! • rtj = !!!!!!!! !'!!!!! ! !!!!!!l!!!!!!!'!!!!!!! !- NONSENSE !!N!!!!! !!!!!!!!! !!! !!!!!! !!!!!!!!!!!!!! ! !!!!!!!!!w . !!!!!!!!!!!!!!! ! !!!!!! !!!!! ! !!!!!!!!! A ! • !!!!!!!! !!!!!!!!!!!!!!! !� !!!!!!!!!!!!!!!E� - !!!!!!!!! !!!!!!!! !' !No !• ! !!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !! !!!!'!!!!!!!!!! onNONE --01111 MEN 1 01111111 WINE! !!!!!!!!!! !! = !!!!!!!!!! !!!!!!!!!!!!!!!!!!! !!!!!!! !!!!!!!!! AM ` r" INN i i !!!!!! a !!!!!!!!!!!! !!!! !!!!!!!MENESSEE !!!!!!!!!!! !!!!!!!!!! • !!!!!!!!!MENOMONEE! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!I!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!� !!!!1! 10111111111 !!!!MIT I ! !!!!!! !1!!!!N !!!!!!!� !!!!!!!� !!!!!! !!!!!! !!!!!!!!! MONSOON !!!!!! !!!!!11!!!!!!! !!!!!!!!!!!!!!!!!!!! !!!!!!!!! !!!!!!!!! !!!!!!!!!!'!!!!!!!! ! !!!!!!NEE !!!!!!!!!!!!!!!l !!!!!!!!!!'!!!!!!!!!'!!!!!!!!!!!!!'N!l � � !!!!!!!N!!N ! !!!!!!NEE ME ON !!!!!!!!!! Ml ME am !!! !!! !! ml.mmm mm !! !!! !!!!!!!!!!!!!! !!!!!!!!!'!!!! ••�'.�.---------------- _ - . _ millNONE SEEN on MEMNON !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!ll son mmo !!!!!!!!!!!Alt !son !!!!!!!!!!t !!!!!!!NEMESES !!!!!!!!!!!! !!!!!!t !!!!!!!!!!!! 1!!!t!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!N!! l� ••�• !!!!!!!!!!!!!!!! '! !! �! ' !!!!!!!!!!!!tt!!!I!!!!!!!!!!!! ll�,�■El��'""' - `--- �""� !!!!!!!M!!!!!!!!!! R won������ '-- !!!!!!!!!!!!!!!!!!!! l !!!! !anMENEM �l�s !!!!!!!!!!!� !!!!!!!!!!!!!!■ WIN �! NOSES MEE NEMESES MAINE !!!!!!!!!!!!!! !!!!!!NEE !!!!!!!!!!!!!!!!!!!!!!!!! !!!! !!!!!!!!! ! !!!!!!!!! .'u"-��'l-�r= !!! !!mons!! !! !!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!'!!!!!!!!!!! !!!!!'!!N !!!!N !!! !!!!!!!! on !!!!!!!!!!E!!!!!!!!!!!!!! !! a !!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!EE !!!!! • - !!! !!!!!!!! : � !! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!'!!!!!!!!!!!!!! � '` i !!!!!! • MENEM !!N !N!!!!SE !! !!N !llp� ..l!!!� MMMl-- WE SIMON MEMO EMMONS WINES Of !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! MENlei f` • .. ! ; i • ; i . i • ' : ' NONSENSE so !!!!!!E !!!!!! !!!!!! !!!!!! !!!!!'! • !!!!!!!!!!!!!!!!!!!!!!!!!!!!!NEE !!!!!!!!!!!!!!!!!!!!!!!!!!!!!! will, /, . BENCH MARK: 2" BRASS DISK IN CONCRETE HEADWALL DROP INLET STAMPED "CITY OF RANCHO CUCAMONGA BM MODEL NO. A B WEIOfT 10089 1987" AT SOUTHWEST CORNER OF D2424M 3r 4r 1800 Les SUMMIT AVENUE AND EAST AVENUE REINFORCED CONCRETE WINGWALLS x242448 ,e- �, 2500 `�. ELEVATION = 1507.031 FT BOX ONLY ELEVATION = 459.343 M 4 cfl or 012 -11 Design H 4 5 6 7' 8 9' 10 11 12 13' 14' 1387.39 FS , FRAME AND GRATE 1387.39 F5 '� w MODEL NO. RATING D WEIGHT #6 Total 6 W 3P-2 3 -8 4 -2 4 -8 5 -2 5 -8 6 -2 6 -8 7 -2 7 -8 8 -0It „ » sc2424-01� t 4t Les BASIS OF BEARING - NORTH UNE OF SECTION 27 2-#60 I6 Total 6 C 1'-0 1'-2 1 -4 1 -6 1 -8 1 -10 2'-0" 2'=72 2 -4 2'-6" 2'-8 SG2424-ar TRAFFIC 3• 20 us 2- 60 B 2'-2 2'-6 1 -10 3 -2 3 -6 -10 4'-2" 4 -6 -10 5 -2 5 CIO -4 / 0- 7#5012 X5012' F 1'-2w 1399 10 i 1-6 Batter None 1 ' D 1387.39 FS 30 1384.67 TF ll S 87 TF 1'-0" '-6 1 1'-7" �MAY ee cnsr 138 7.39 FSDO 7 14 Neoprene strip (typ) "b" bars None 5015 24 2+- OwEc,LY Nm em Q a It c bars 02 018 02 014!O�. 01 07 1 708 706 015 10015 �� �� F 8+12.00 LINE B �7GV C� "d" bars 02 018 5®2 5014O1 014 7015 016 7012 015 015 BEGIN 1/2 TON 2 5 Conc Y 0.32 0.38 0.44 0.49 55 0.6S�� 1 0.67 0.73 0.79 1.02 1.10RIP-RAP Reinf LBS LF 13 16 19 25 0 37 49 62 76 73 90s 0ceaOUT AS OF BOX A s 1387.39 Ft May be varied by the (TYP. 4 )REQUWD. OF BM T�DRAIN C4 - 1387.50 N2 33 - Engineer to suit 1387.50 FL ` 4O ��I conditions in the field. 139755 TNI f ` Total 6 #60 1384.67 TF H=20' 1397. • ' � 1'-0" H=19 r-ur r-ur 1� #6 0 o X6012 H=18' o, H=17' O c 1387.39 FS 1388.40 TW EXTENSION 'ECTM " HEAT ( �j 1384.67 TF -RE IN GONCRE C 84 R.C. . H=16 0 1387.39 FS 1387 50 .H=15' W.ING -NI1( \ 141.oA�. H�1?8a', L 14.15' H=14 I / p,=13' o, LesMM &E H=12 F �i Short Les. tlAn�cH1• Lp11E1387.39 FSb bars 1387.39 FS I 13. 10' H=11' 6 12'-0' 32 H=1 O ■FRAME AND ORATE ASSEMIKY AVALIMLE ■ILLUSTRATION Is TYPICAL ONLY OF GENERAL!!HOES H=9' IN TRAFFIC OR PEDESTRIAN MODELS. CONFIGURATION'FOR SPECIFIC CONFIGURATION, CALL JENSEN PRECAST. 2-O H=8' , ■DEsroN FOR H-2lFM BRIDGE LOADRIG I t t i O 1 H= M , .e r' ■ASSFIBLY TO BE PLACED ON A 6-BASE OF CRU!IHER RUN _ t ' C bars FOR EASE OF RISTALLATION MID EVEN LOAD DISTRIBUTION. I r i H=6. 9 0 6 ..b.' bars _ ' : ■FOR COMPLETE DESIGN AM PRODUCT INFORMATION. 24"X24' 26' 6' 10' H=5' = _ O CONTACT JENSEN PRECAST. DRAIN PRjEr I�AtI DETAL ��I Var H=4' o ''� tD I I �_^ �__ I I M :f Shof ort D12424 1"=10' 1/2' Exp jt fAler ;� "zz I FS PART PLAN A-A441 ..� f0• ;_ , 20. --- -- � 10• 14' DETAL 1'-0" 1'-0" � I \ \ NAMNGWALL ' �RCP )DR4W � / / /� I \ � � � '1 ' f • .1 � w1 'J 1J '] I \ \ 187.48 9• N.rs FL 71/286 � VARIES;41821 2014107 15 8.75 TO 20 INLET OUTLET *W" PER PLAN �OOaOo � a �P POPOOp Q 600 6 lickola.V0.11016 R, rIV rrC �� A 2-#6 D 2'-9" #4 �] or U 012 � � - 6 1.25 ROCK BACKING NO. 2 4.0 1/2 TON CONCRETE RIP RAP ? 1/2" Exp NOTES FILTER FABRIC (METHOD "87 FILTER FABRIC 1. DRAINAGE NOTCH OF VELOCITY CONTROL PRECAST SECTIONS SHALL TYPJiCAL f.25 ROCK BACKING jt ler jt filler BE PLACED ON THE RCP INVERT AND CENTERED ON THE RCP CENTER • B B LINE. N.T.S. 4.0' 1/2 TON CONCRETE RIP-RAP 5 Max for 1 : 1 1/2 fill slopes, unlimited +`' 01 1/2" Exp jt filler 2. THE LOCATION AND SPACING OF THE VELOCITY CONTROL RINGS ARE 24" (METHOD "B� for slopes flatter than 1 1 1/2-----, �ti� #5012 SHOWN ON THE PROJECT DRAWINGS. THE SPACING BETWEEN THE Z MULTIPLE OF �� ��44 Fill slop RINGS UPSTREAM TO DOWNSTREAM SHALL BE A MULTIPLE OF 41-0". 4'-0' To -VELOCITY top Along P C C �p,�P� 5� �2'-O" O_ NEXT VELOCITY (PRECAST CONTROL RING N.T.S. of O �e w SEEN NOTE 2OL �� 1 -0 Max Gutter or �Q� Q� a_ 3. PRECAST RCP VELOCITY CONTROL RINGS SHALL BE MANUFACTURED , Max shoulder #5012 P Q 2-#190 PER SECTION 207-2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC .s; _- i = FLOW = WORKS CONSTRUCTION. REINFORCING STEEL CAGES SHALL BE THE ' ' -. Y Vertical #14036 ih SAME AS THAT OF THE ADJACENT RCP EXCEPT THAT AN ADDITIONAL `r 1 1/2" MIN. 3/16 E CAGE MAY BE ADDED. THE RING DOES NOT HAVE TO BE D-LOAD 016 "c" bars 1'-0 2-#6 2-#19 1'-Ow TESTED. Or Det 3-1 A 4.5 NII+ 2-#6012 4. VALUES D AND H ARE SHOWN ON THE PROJECT DRAIMNGS. THE VALUE `i � 24' GALVANIZING 36 O' centers 300 mm above H SHALL BE A MULTIPLE OF 1 1/2-. NOT REQUIRED) amI FLOW outside ground. o Short See Std Plan 80-3. 5. THE MINIMUM INSIDE DIAMETER (D-2H) SHALL BE 36-. - _ "c" bars Vertical unless next to 2_ 2 E a battered section, TYPE A 6. #3 REINFORCING STEEL BARS 12" LONG WELDED TO : -.:• «:F 11 i5• .- , . 35 Dia then match THE REINFORCING CAGES MAY BE USED IN PLACE OF THE J BOLTS \, ~ , r ' / Const jt - R=9' TAIL A3 : ., • "d" bars OR STUD ANCHORS. " ,- _ ` - ,, ENDWALL AM 7. CONCRETE STRENGTH FOR VELOCITY RINGS SHALL BE f04a1 7 rr -8" W/'1L/� 5,000 PSI AT 28 DAYS. �7M Al-A1 .._ = ,. 8. JOINTS TO BE MODIFIED TO RUBBER GASKET TO MATCH RCP. . 75 mm Cl--- • �4. - WIA SEE NOTE 8SEE NOTE 8 C B 3/8"0 x 4" J-BOLT. STUD ANCHOR OR W EQUIVALENT O 18" I OC. SEE NOTE s NEW 6' CHAIN ! 4' GRAN LINK INVERTDRAINAGE NOTCH NK FENCE Al PETAL !A3 SAFETY 4' WRE SEE SBCFCD SPECIAL 'r AL RCP POSTS SECTM FENCE STEEL CLOTH DRA WING I) Nt RCP ' " -L I � � 0 o r I I v I CONCRETE FOOTING O'~ 1 BLOCKOUT TI 7M NOTES (OPTION T TYM 1W T� O DRA CONSTRUCT 24"X36" DRAIN INLET PER DETAIL "D" SHOWN HEREON 3 NOTCH DETAIL "A2" DESCRIPTION OF REVISION DATE c,� IPRO1OvFo NOTES AND MANUFACTURERS SPECIFICATIONS (JENSEN 1243636) OR EQUAL. �T� ��r Al Unit Stresses: fs= 24,000 psi, fc=1,300 psi, n = 10 'r �� 10 CONSTRUCT84" RCP WITH RUBBER GASKET JOINTS do BEDDING C" O � Maximum Toe Pressure = 1 1/2 tons/sq. ft. N.T.S PER SHEET 9 (D-LOAD PER PROFILE). NOTE: I Elevations, length and angle of flare of wings may be PLATE AND ANCHOR BOLTS NOT SHOWN. PLATE AND ANCHOR BOLTS NOT SHOWN. 17 REMOVE AND REPLACE ERRING PORTIONS OF TYPE 1 STORM DRAIN IMPROVEMENT PLANS I E'E varied by the Engineer to suit conditions encountered FENCING PER DETAIL "B"" SHOWN HEREON. �� sC� PRECAST � �� �.4 in the field. Walls designed for 2' live load surcharge, z c 1 1/2 1 sloping surcharge not to exceed 5' in elevation 19 CONSTRUCT PIPE ENCASEMENT PER DETAIL "B" ON SHEET 9. 0� plus 2 live load surcharge, or unlimited 2:1 surcharge. " „ �� L TRACT 14759-2 b Q CONSTRUCT VELOCITY CONTROL RING PER DETAIL C a CQVTWX PM If 1 1/2 : 1 slope exceeds 5 , use Type 2 retaining wall. SHOWN HEREON (D=84", H=7.5"). N.T.S. DETAIL AND SECTION SHEET v Wall height may be exceeded by 6" before going to the next greater "H". 29 CONSTRUCT ENDWALL AND WINGWALL FOR 84" RCP PER I I DETAILS HEREON (W=11.00; H=12.88, L=14.15'). Approved By DATE: j " CITY ENGINEER `-'I� 'Z-�i�•l' RCE NO. 24953 t� � CONSTRUCT 1/2 TON CONCRETE RIPRAP (T=4.0)� Wf TH UPPER 6 TO 9" 1� _ OF TOP LAYER EXPOSED, TYPE B PLACEMENT WITH 1.25 DESIGNED BY: RECOMMENDED:THICK ,�9 i0 ROCK BACKING NO. 2 AND TYPE A ROCK SLOPE PROTECTION FABRIC. AMT 6:; PER CAL TRANS STD. SPEC. SECTION 72. W � t3sose DRAWN BY: ENGINEERING S" 913© CONSTRUCT 6' CHAINUNK WALL FENCE PER SBCFCD SPECIAL DWG. It. *�,���=�-w !* A.M.T. 937 Su TSE M LATA 8 OF 11 o Q COLTON, CA 92324 � 3 CONSTRUCT TYPE Ill TRASH RACK PER SBCFCD S.P. 101. �rF �VCA`\�,`� 00 CHECKED BY: DRAWING NO. o S CVA PH. (909) 783-0101 FAX (909) 783-0108 J p�� �yg� �/� PROJECT SHEET IRI. O j BENCH MARK: 84" RCP 2" BRASS DISK 1N CONCRETE HEADWALL EXiST. GROUND STAMPED "CITY OF RANCHO CUCAMONGA BM 10089 1987" AT SOUTHWEST CORNER OF 7M ACTES --- ------------- - ------------ SUMMIT ELEVATION NU SAND EAS AVENUE 10 CONSTRUCT 84" RCP WITH RUBBER GASKET JOINTS AND BEDDING ------ - --TQ'- 30't 10' ELEVATION = 459.343 M PER DETAIL HEREON (D-LOAD PER PROFILE). CONCRETE ENCASEMENT s '' � '-�~ 15" PIPE DIA. (CLASS-MINOR) EXIST. 15" SEWER BASIS OF BEARING - NORTH UNE OF SECTION 27 18 RECONSTRUCT DAM EMBANKMENT PER DETAIL "A" SHOWN HEREON . • 8" (PROTECT AND SUPPORT ON PLACE) `s-•.• 19 CONSTRUCT PIPE ENCASEMENT PER DETAIL "B" SHOWN HEREON �.)I 84" RCP 3CLRMIN " . . CONCRETE ENCASEMENT 2© CONSTRUCT 36" GCP INLET RiSER WITH DEBRIS CAGE 14 BARS 6" O.C. : s=:• : ( (SEE DETAIL PER CALTRANS STD. PLAN D75. (H-6.0) AND D93C (H=3.0). (TYP.) NOTES c/L PiPE PROTECT AND SUPPORT EXISTING 15" SEWER PER DETAIL "C" SHOWN HEREON DETAIL .Df Notify cucamonga county water NOTES distric 2-weeks. Prior to working NOTES Slopes shown are skewed, near sewer line. CCWD will review do Insure encasement is cured prior to slopes are normal to 84" RCP at 1.5:1 approve the proposed method of excavating for the 84" RCP. supporting the sewer line. I I *003PEWERLM ENCASEMEW DETAIL /�T I I PRECAST CONCRETE END 1E I CIL AL 9Cs I I BLOCK TO BE PLACED FLUSH N.T.& I I WiTH END OF PIPE AS ZI I DIRECTED BY THE ENGINEER. PLACE SAND BEDDING AS SHOWN N v PRiOR To PLACEMENT of BACKFILL — — — — — — — — 1 1. SADDLE WiDTH - 12" \�i �-+ 2. ONE OR TWO SADDLES PER PIPE JOINT, �� PLACED NEAR THE BELL, iF ONE SADDLE 1S USED, DEPENDING ON HOW THE 12' �. •12• CON TRA C TOR PROPOSES TO INSTALL THE RCP. PLAN _ » 0 1-15 N\." C'41 12 -oi '� cv 3" CLR #5 O 12" 0� -• » :r SOF 4e. 8 HOLES TO PASS (TYP.) v 84" RCP #6 LONG. RST. \ 4" 0 GALVANIZED STEEL PiPE v B (TOTAL 2) N //� �\ // 6" 12" ADD 6 BARS X 18"1118" al ��' 8 Q to 10' SECTION W . co TRENCH EXCAVAT M AND SA__1X8 ciq�o PIP DDiLES W o DAM EMBANKMENT Q a ZONE 1 OR ZONE 2 o v MATERIAL, AS APPROPRIATE W ck� PLACE CLASS 11 AGGREGATE BASE. DAM EMBANKMENT l 7 ZONE i / p . 3" CLR (TYP.) ' AL � GASKETEDUR�P 1 NATION 10+95.00 TO 12+86. 75 //� CIRCULAR CAGES) 1 / " " N.T.SM � /� FORMED UR_ A BARS 2 -H 4" SLUMP 4 KS! 12 12 ELEVATION TYP. REBAR- 8" AC DiKE 4 2 z2 x 14" SINGLE EXTERIOR » I : �� . . I (BY OTHERS) 2' Q SRE TAKE O 6' OC 7-TOP BARS SAME AS POSTS, CURTAIN #6 O 12 E.W. I •�� , I I 1 2 x14" 70 TOP ViEW SPOTWELD TO END POSTS BOTH SIDES I �V i i FlRST POUR- EDWOOD � I �• I ANCHOR UNFORMED, HEADER BOARD S=VAR. 07. ��� � � A SPOTWELD EACH POST 4 PLACES '�� A f� . I AGAINST FLOWABLE (TYP.) TO 5R ` S=0% Ul FLOTATION 4 KSI 8" OF 48 CMP i �� , . .R� ` /�� i 1N 1ST POUR TO BASiN NS ---_—_ .. ,oFOAF . .' i VPR�E P�=====_=t !Q c,Q�gRiF NOTES OPE R ====—= A� c •\��� \� I S� R G =____—_— 'OGq 1 "A" 4 BARS 0 12" O.C. UNLESS OTHERN?SE NOTED ON THE PLANS. SPOTWELD EACH POST 4 PLACES » I I PE—______—__—_ d- . . . . . - - - - - - Ns = �` _ 2 B = 12 UNLESS OTHERWSE NOTED ON PLANS. 8" BAND COUPLER x 1 L-_ . . . . . . . . . . . . . . . . . . . . . . . ANCHOR LUG EVERY ----------- --------------� -- ---- . . . . . . . . . . . . . . . " " ------ ---- 7HIR, LENGTH E 3 "T" = 6" UL.ESS OTHERWISE NOTED ON PLANS. FRONT VIE PIPE, AT MID-LENGTH (SEE SECTION A-) A O L 2 X 2 X 31 6' OR 8' LENGTHS ED STEELUSE OR ALUMINUM) 849 �� �ASEAENT TYPIrCAL DAM EMBANKMENT TION 19 STATION 8+44.00 TO 10+95.00 DEEMRACK CAGEProcessed borrow from dam and basin excavation. See gradation schedule in special N.T.& � � provision. 95.t compaction for backfill. DETA�. 'B' N.T& Unprocessed, but mixed, borrow from basin excavation, rocks < 6" up to elev 1443. © Rocks < 3" between elev. 1443 do elev. 1445, and for water conservation dike. 957. compaction for backfill. NOTES: © Water bound macadam, class 2 aggregate base, 12" deep A A 1. For details of steel pipe inlets, see Standard Plan D75A. 2. For details of ladder and steps and when ladder or steps are required, see Standard Plan D75C. 3. Inlet pipes shat I not protrude into basin. 2 3" AC pavement (on 12" of zone Q 95% relative compaction) 4. Except for inlets used for junction boxes, basin floors shot I Type 90OR grate hove minimum slope of 1 : 4 (12:3) from al I directions toward ZONE ❑1 GRADATION Cost 1" x 2 1/2 " slot (see Notes 5 and 9) outlet pipe, and o wood trowel finish. S17F PERCENT PASSING in pipe to receive lug Squared end 5. See Standard Plans D77A and D77B for Grote and Frame DESCRIPTION OF REVISION DATE CRY Details and Weights of Miscel laneous Iron and Steel. APPROVED - ° 6. Designation of Type OCPI pia inlets on plans indicates trash 1 70O 95 rocks are to be furnished and instal led on all side openings. ~ 36" , ° E See Standard Plan D75C for Trash rack details. #4 50-85 VI1 I����/ A c = 7. More thou one side opening may be required. Location and #30 25-60 Mortar .o o number as ordered by the Engineer. Opening may be cast #200 Z 12 + in 8. Chan to be provided when specified. NOTES. All sections are looking up stations STORM DRAiN IMPROVEMNET PLANS I v 2 9. Place pipe so bars of grate will be pawl lel with main �. surface flow. pET,q� 'A• TRACT 14759-2 �A R D+3" 0 10. Redwood covers not to be used where there is o possibility �p g a of wheel loads. Use Type GCP inlet where there is a possiblity IV N'T S' DETAIL SHEET ' of wheel loads. I Approved By DATE: / lU�f I� Dia pipe + 1'-4:_J CITY ENGINEER QNI� RCE NO. 24953 �i SECTM A—A '°"� DESIGNED BY: RECOMMENDED: 3 CACP MLET RWR WITH DE&M RAMT CAGE Cr No. 6068 DRAWN 8Y: E N G SHEET El� N.r.s. # �-�06 � os 1 N E E R1 N G 9 of 11 Exp. 937 SOUTH VIA UTA Z' �y 'p/lF C I V(L �� CHECKED BY: SUITE COLTON, G5092324 DRAWING NO. o OF CA�� CVA PH. (909) 783-0101 FAX (909) 783-0108 j q1 9 0 PROJECT SHEET NO OF ► • � I ♦♦♦♦♦♦♦♦♦♦♦♦♦•♦• ♦♦♦♦♦♦♦• Y r. 147 .11 ............. ............••..•.................... • ♦♦♦♦♦♦♦♦•►• •♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦ ♦���♦�� I •♦♦•♦•♦•♦♦♦••♦♦♦♦•••♦•• ♦••.♦♦••♦••.•♦♦♦••♦•♦♦♦♦•♦♦♦• •♦•♦♦♦•♦♦♦♦.• '•♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦.♦ •♦♦♦♦♦♦♦♦♦♦♦♦♦♦1•.•♦1 •♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦ ♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦•♦♦♦ i♦♦♦♦♦♦♦♦♦♦wvwvwwrww;_ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•• 1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦l 1 .� •♦♦♦♦♦♦♦♦♦♦• • ♦♦♦♦♦•►♦♦♦♦♦♦♦♦♦♦•♦♦♦♦ ►♦ ♦.♦♦♦♦♦♦♦♦♦♦♦�♦ •♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦• ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦• ♦ • Me ♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� •♦♦♦♦♦♦ •• • •I I •♦♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦•♦♦♦♦♦♦♦♦♦♦♦•♦♦• •♦♦♦♦♦♦♦♦♦♦♦♦ • ..•...•.•.....••...••.••..•••.••.•••••.••...•.••..... •♦•♦♦♦♦♦♦♦♦♦♦••• ••♦•♦♦♦♦♦♦♦Wwwwwo ♦♦♦♦♦•♦♦♦ •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/ ♦♦/♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦ •♦♦♦♦♦♦♦♦♦♦♦♦/• ♦♦♦♦• ♦ •♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦• •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦•♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• ►♦• •♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦ •♦♦♦♦♦♦♦♦1•♦♦♦♦• ♦♦♦♦♦♦ ♦♦♦♦♦♦• PUP ♦• • ••♦♦•♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦1 •Up, ♦♦♦♦♦♦♦♦•♦♦•♦♦♦♦•♦♦••♦•••♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ •♦ • • ♦ ♦•♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/ ♦ ♦♦ ♦♦ ♦♦� •♦♦♦♦♦♦♦♦�♦♦♦♦• ♦♦♦♦♦♦•./♦♦♦♦♦♦/ •♦♦♦♦♦♦♦♦♦♦♦♦♦ •♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦•♦♦♦♦♦♦♦♦♦♦ ♦ ♦ •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦• 1♦♦♦♦♦♦♦♦♦♦ •♦♦♦♦♦♦♦♦♦♦• r• ••♦.•_♦�♦♦♦♦ •. - ♦_�♦♦♦♦♦• •♦♦♦•♦♦♦♦♦♦♦♦♦• ,♦♦♦♦♦♦♦•♦♦♦♦•1 ••♦•♦♦♦♦♦♦♦•♦♦•► ♦ ♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• �♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦•♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦• .♦•♦♦♦♦♦•♦♦♦♦ ♦♦♦♦♦♦♦♦♦• ♦♦♦♦♦♦♦♦%-♦•.. I'll ♦♦ � � ♦ 1, 1 ♦♦.. ••.♦.♦_♦.♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦ • ♦♦♦♦♦•• •♦♦♦♦♦♦♦♦♦♦♦♦♦� •♦♦♦♦♦♦••♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦!417 ♦•♦♦1 ♦•1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• •♦♦♦♦•♦♦♦♦♦♦•.•♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦.�.♦•.1 •♦♦♦♦♦♦•1 ♦♦♦♦♦♦ .♦♦♦♦ •♦♦♦♦♦ ••♦♦♦♦♦♦♦♦♦♦♦� VWWW •♦•♦♦♦♦ •♦♦♦♦♦••♦♦♦♦♦♦1 ♦•♦♦♦♦♦ •♦♦♦•♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦ ♦ ♦♦♦♦♦♦♦♦♦74- ♦♦♦♦♦♦♦♦♦♦♦ /•.♦♦♦•♦•♦•♦ • M • ♦•♦•♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 1 ♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦.♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦•♦♦ ♦•♦♦a ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ ♦ ♦ ♦ •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1 ♦♦/♦♦♦♦♦♦♦♦♦♦♦♦•♦•♦♦♦♦♦it wwwwwwww •♦♦♦♦♦♦♦♦♦♦ • ♦ / .♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦ i - ♦• ••♦♦•,♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ ♦♦• ♦• ♦♦♦♦♦♦•♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦••♦♦♦♦•♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ �♦♦♦♦♦♦♦♦♦♦ ♦. ♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 1 •♦♦♦♦♦vwwwww ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ •♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦• • • .♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦•♦♦♦♦♦♦♦♦♦♦♦♦wwww•♦•♦♦♦♦♦♦♦♦♦• • ♦♦♦ • ♦ •♦♦♦♦• , • • 1 ••♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•.• •♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦• •• . • •♦• ••• •♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦ ♦ • ♦♦♦♦•♦♦♦♦♦♦♦♦••♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦� •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦••♦♦♦•♦1 •♦/♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦t♦♦• ♦••♦•••♦•♦ ♦♦•♦♦♦• ♦♦♦♦♦♦♦♦♦♦••♦♦♦♦♦♦♦♦ I ♦♦♦♦ ♦♦ ♦♦ •♦♦♦ ♦ ♦♦♦♦♦• . • • ♦ •♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦•♦♦♦•♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦ . 1 ••♦♦♦♦♦•♦♦♦♦•♦♦♦♦♦.►• •♦♦♦♦♦♦♦♦•♦♦♦♦ ♦•♦••♦♦♦•♦♦♦♦• ♦♦♦♦♦♦♦•♦♦•♦♦•♦♦♦•,♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• •••1 • , ♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• •♦♦♦♦♦♦♦. ♦♦•♦♦♦•♦♦♦♦•♦•♦♦•♦••♦♦♦. •♦♦•♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦ u ♦ •♦♦♦♦♦♦•♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦ ♦ ♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦•♦•1•♦♦/♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦•♦♦♦•• ♦♦•♦♦•♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦ .♦♦♦♦•♦♦♦••♦♦♦♦♦♦♦♦ I �♦ • •• •♦♦•♦♦♦♦♦ •♦♦♦♦♦♦♦♦•♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ wV1,vV ♦♦♦.,♦♦♦♦♦♦♦♦♦• •♦ . 1 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ .♦ r ♦♦♦♦♦♦♦♦♦♦♦♦♦♦• •♦•♦♦♦♦♦♦♦♦♦♦• ♦• •♦♦♦♦♦♦♦♦.♦�♦♦♦♦♦♦♦♦♦♦•♦♦ ♦♦♦ •♦♦♦♦♦♦♦ •♦♦♦♦♦♦♦♦♦♦♦♦• ♦ ♦♦ •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦1•♦♦/♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ • jP wwww ,•♦♦♦♦♦♦♦♦♦.♦♦♦•♦ ♦_♦.•moi♦♦♦♦♦♦♦♦• / •♦♦♦ •♦♦♦♦•♦♦♦♦♦• ,♦ 1 _♦.♦.♦"•i.♦♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦♦♦•♦♦♦♦♦• ♦ .♦• ♦ `•- • ♦ 1 ♦♦♦♦♦♦♦♦♦.,.•♦♦♦♦♦♦•1 ♦♦♦♦♦•••♦♦♦♦•♦♦♦•♦♦♦♦♦♦♦♦•♦♦•♦♦♦ ♦♦♦♦♦♦•♦♦••♦♦ • • • ♦ ♦-VWWWW-OW 046010#04, ....♦♦♦♦♦♦♦♦♦• •♦•/ •♦♦♦♦♦•♦♦♦♦♦.•1♦ ..• ♦ ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦•♦♦♦♦♦♦♦♦••♦♦♦♦♦♦♦♦♦♦ ♦ ♦♦♦♦♦♦♦♦♦♦. ♦�♦�♦�♦� ♦♦♦ �. ♦♦♦♦♦♦♦• •♦♦♦♦♦♦♦♦ •.♦♦.♦♦♦♦•♦••♦♦♦•♦♦♦♦•♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦1 •♦♦♦♦♦♦♦♦♦♦♦♦♦ •• ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦• •♦♦♦♦♦•♦• • ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦1•♦••♦♦♦♦♦♦•••♦♦•♦♦♦♦♦♦♦• •♦♦♦♦•♦♦♦♦♦♦♦•♦♦♦♦♦•♦♦♦♦♦•••♦•••••♦••♦♦♦♦♦♦♦.�♦• •♦•♦ I • ♦• ♦♦♦•/♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦••♦♦♦♦♦♦♦♦♦♦•♦•♦♦♦♦♦♦♦• ♦♦•♦♦♦•♦♦♦♦♦♦••♦♦♦♦• �•• • 1 ••♦ ,♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ •♦♦♦♦♦♦♦♦♦♦♦♦• 1 ♦ • •♦♦♦••♦♦♦• •♦♦♦♦•♦♦♦♦♦♦♦ .♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•• ♦ • —♦ •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦• ■ ■ . .♦.♦.♦.♦.♦_♦.♦.♦.♦.♦.♦_♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.1•.♦.♦.•.♦.♦.♦.♦_♦.♦_♦.♦.♦_♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦_��♦.•.♦.•.♦�.♦_•�♦�.♦_•.�♦.♦.��♦_...��.�� -♦_- ♦.♦.•_.�♦_♦_♦�.....♦.♦...♦.. .♦.��x•11,11 .••.••••••••••••••.•••••..•••••••.•••••••••••••••...•�•...•...•..... •• •• : •:• �i I�I�I I j�j ♦ I I. I I « . 111 ♦ �� �� [INS, 'h4440, �.► .. I1Ij I�II II • I�IIII • 40, *YV 011 Ip 4 •7♦•♦♦•♦♦♦♦♦♦♦♦I .. ....•.a....���.w....www .w�•.♦.♦.♦.♦. ♦.�♦.'.�♦.♦i♦i♦.♦.��•.��•.�II. I ♦♦♦♦♦ `♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦i ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦1 ►♦♦♦♦♦♦♦1♦♦♦♦♦♦ ♦♦♦♦♦♦•♦♦♦♦♦•.♦♦♦♦I ♦♦♦♦♦♦♦♦♦♦♦♦♦1♦♦ ♦♦♦♦♦♦♦♦♦♦♦a r♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦•♦♦♦♦1.♦••.♦♦♦♦♦►.♦♦♦..♦♦♦.♦.♦.♦...♦♦♦♦.•♦.♦..♦♦♦♦♦♦♦.♦..♦..�' I ♦♦♦♦♦♦. ♦♦♦♦♦♦♦♦♦♦• / ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦11 I•.♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦tea♦♦♦♦♦♦♦♦♦♦♦♦♦1 —/�������wi����/-►♦.♦♦♦ ►••♦♦♦♦♦♦♦♦♦♦♦/ ►♦♦♦♦.♦ ••♦•♦♦♦♦1,♦♦♦♦♦♦•♦♦♦♦♦•♦♦♦♦♦♦♦_WWVWWWW♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦ 11, I I�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦.•♦ ♦♦♦♦♦♦♦♦♦♦♦♦1 I►♦♦♦.� ..♦�♦• -•-♦'♦'�♦♦ a.. ♦�♦♦♦ I I�♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦aiaifi,4,4♦♦♦♦�•.♦� ♦.♦♦♦♦ W4 vww, 067 ♦♦♦♦♦♦♦ww♦♦♦♦♦ ►♦♦♦♦♦♦j_r40, ♦♦♦♦♦♦► ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦WW•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦V Vw♦♦♦♦♦♦ I•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ •♦♦♦♦♦♦.�-♦.:t•--. _- •♦♦♦♦♦♦♦♦♦♦♦♦•♦• ♦♦•♦♦♦ r♦•♦♦♦♦♦♦♦♦♦♦• 1•♦♦♦♦♦♦♦♦♦♦♦♦•♦ ► ♦.•♦♦♦♦♦♦�♦��area 41 <,GV♦,♦♦♦!M .♦♦♦♦♦♦ 77Po* ►♦♦♦♦♦♦♦♦ ♦♦.• ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ I ♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦.♦11 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• •♦♦♦•.♦♦♦♦:.♦♦♦♦♦♦♦♦• I•♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦♦♦♦!•.. ,aiaiaiaiaiai♦♦♦♦� wv 4i VVw ••♦♦♦♦♦♦♦♦♦♦♦/ ♦♦♦♦♦♦♦♦♦►♦♦• ♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦ 1 •♦♦♦♦♦♦♦•♦ ♦•♦♦♦♦♦.♦♦♦♦♦•♦, I.♦♦♦♦♦•♦♦♦♦♦♦♦♦♦/ ►•♦♦.♦♦♦♦♦♦.♦♦♦♦♦♦♦♦ I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦�••♦♦tea'-�aiai�i�iaiairi♦♦♦♦ •♦♦♦..♦ •♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦ ♦•♦♦.• ♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦• - 9w•1 ►♦♦♦♦♦♦•♦♦♦♦♦♦♦• ♦♦♦♦♦♦♦♦♦♦♦♦♦••♦I♦♦•a♦♦♦♦♦♦♦♦•♦♦♦♦♦♦• ' I'♦♦♦♦♦♦♦♦♦♦♦♦♦ / •♦♦•♦.♦♦♦• ,aiaiaiaiaiaiaiaiai♦♦♦♦ ♦♦♦♦♦♦ ••♦♦♦ _,vwww ♦♦/ •♦♦♦♦♦♦♦♦ ►♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦•• 1 ••♦♦♦♦♦♦♦♦ ♦•'••♦•♦♦♦♦♦♦♦♦♦♦♦♦ � ��••♦♦♦♦♦♦♦♦♦♦♦♦♦♦/ ►♦�' ♦♦♦♦♦♦♦♦♦.`♦♦♦♦♦♦ I ♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦-t♦♦♦♦.••aiaiaiaiaaiaaaiaiai♦♦♦• .♦♦♦♦♦♦ ♦•♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦.• ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• I•♦•♦♦♦♦♦♦♦♦♦♦•♦ • .•♦1 ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.�_.-.I I --.♦.♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ ,♦♦♦♦♦♦♦♦♦♦♦�♦�♦♦♦i 1•♦♦♦♦♦•♦♦♦♦♦♦ .♦♦♦,♦ .♦�•�ai,��ijafia4,4,4a0♦♦• •♦.♦.♦ ♦♦♦♦♦♦♦♦♦♦♦♦• ►♦♦♦♦••♦♦ ♦♦♦♦♦♦♦♦.• ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦• I•♦•♦••♦♦♦♦♦♦♦♦♦♦•♦♦♦♦�� 1♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦11 It♦♦♦/♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦••.' ♦♦♦♦♦♦♦♦♦♦♦♦/ • ♦♦,•.♦♦♦♦iaiGGii4iai4r4fy♦♦♦• ♦♦♦..♦ •♦♦♦♦♦♦♦♦♦♦♦•/ ♦♦♦♦♦♦♦♦• ►♦♦♦♦♦♦♦♦♦. ♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦•♦•♦••♦♦♦ 1 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦. ►♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦•♦/ ►.♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ I�' 1 11♦♦♦♦♦♦♦♦♦♦♦• ♦♦ •♦♦♦♦ a,Gya,paar,arara♦♦♦. •♦•♦♦♦♦ •♦♦♦♦♦♦♦♦♦♦♦• ►♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦• .♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦•tom •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.I►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•— —•♦♦♦/ ♦♦•♦♦♦♦♦♦♦♦♦♦♦I♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� _♦♦♦♦♦♦♦♦♦♦♦♦♦ �•.♦♦.♦♦ -arara,a,yara,arar♦♦♦• ♦♦♦♦♦♦ •♦♦♦•♦♦♦♦♦♦♦•/ ♦♦♦♦♦♦♦♦♦ ►♦•♦♦♦♦♦♦•♦♦. ♦•♦♦♦♦♦♦♦♦99.09♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦.1 •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•• r♦♦♦♦•♦♦♦•••♦♦♦♦♦♦�� ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� 1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ •••••♦♦•♦• ♦ •♦♦♦♦•♦ a,G1,-0- rararpa♦♦♦. .♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦• ►♦♦♦♦♦♦♦♦ ♦♦•••♦♦♦♦♦♦♦• ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦� I♦♦•♦♦♦♦♦♦•9999♦♦♦♦•1 .♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦11 i♦♦♦♦/ ♦♦♦♦♦♦♦♦♦♦♦♦V ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 1•♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦•♦♦♦♦♦♦♦♦♦♦♦ •,♦♦♦♦♦♦♦♦,gararararararara,♦♦♦• 999.9♦ •♦♦♦♦♦♦♦♦♦♦♦♦/ ♦♦♦♦♦♦••• ►♦•♦♦♦♦♦♦♦♦♦♦♦. ♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦ ) •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦•♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦• ►♦♦♦♦•♦♦•♦♦♦••♦♦•♦ ,/ ►♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦•♦♦ I ♦••♦♦♦♦♦♦♦♦•♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦ •♦♦♦♦♦♦♦♦ a,aiaiya,arararpa♦♦♦• ♦ ♦♦ LN •♦♦♦♦♦♦♦♦•♦♦♦ ►♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦. .♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦� I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/ ►• ♦•♦♦♦♦•♦♦♦♦♦♦♦♦♦11 I♦♦♦♦/ ♦♦♦♦♦♦♦♦♦♦♦♦ .• ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ( ♦♦♦♦♦♦♦♦♦♦♦♦♦♦••♦♦♦♦♦♦♦♦♦♦♦ • ,♦♦♦♦♦♦♦♦♦�a,arprrararGa,a♦♦♦• . ♦♦ •♦♦♦•♦♦♦♦♦♦♦♦1 •♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦•. ♦♦♦♦••♦♦♦•♦♦♦•♦♦♦•♦♦♦♦♦♦♦♦♦ I •♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦ ♦• ♦♦♦♦••••♦♦♦♦♦♦♦ ►♦♦♦♦•♦♦♦♦9999♦♦♦ a♦/ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦ I ♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦• ♦♦♦♦♦♦♦♦♦♦• aaaaraaaG♦♦♦. 9999♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.•_•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ I ♦♦♦♦♦••♦•♦♦♦♦♦♦♦♦♦•111♦• ♦♦♦♦♦♦♦♦♦♦♦♦♦•11 ♦♦♦♦/ ♦♦•♦♦♦♦♦♦♦♦.♦•I♦♦♦♦♦•♦♦♦•♦♦♦♦♦♦♦♦♦• I'♦♦•••♦•♦♦♦♦♦♦♦♦•♦♦♦•♦•♦♦♦�..♦♦♦♦♦♦♦♦♦♦♦♦i'aiGairGrG ai aifr air♦♦♦• 9999♦♦♦ • ••♦♦♦♦♦♦♦♦♦♦♦/ ♦♦♦♦♦♦♦♦• ►♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦. ♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦ I •♦••♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦. ♦♦♦♦•♦♦♦•♦♦9999 I►♦♦♦♦•♦♦♦•♦♦♦♦♦••♦♦1 ►♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦ I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦♦♦♦♦♦♦♦♦♦aaaaaaiaiaaia♦♦♦• 9999♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ I •♦•♦♦♦♦♦♦♦♦♦♦♦♦•♦♦•1 ►♦♦♦. ♦♦♦♦♦♦♦♦♦♦♦♦♦•1 ♦♦♦ / ♦♦♦•♦♦♦♦♦•♦♦♦• ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦ I.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• •.♦♦♦♦♦♦♦♦♦♦♦♦♦♦,aifarG,GrGairGrGfgG,♦♦♦ ♦♦♦♦♦♦ ••♦♦♦♦♦♦♦♦♦♦•1 •♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦. ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦ 1 •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦.♦♦♦•♦♦♦♦♦♦♦♦♦♦I I►♦♦ •♦♦♦♦♦♦♦tea ♦♦♦♦/ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦• •♦♦♦♦♦♦♦♦♦♦♦♦♦• aaaaaaiaaaaa♦♦. 9999♦♦ •♦♦♦♦♦♦♦♦♦♦♦• ►♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦.-.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• I •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•/ ►♦♦♦♦.♦♦♦♦♦♦♦•♦♦♦♦•11 I♦♦ ♦♦♦♦♦♦♦• 9999♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• 1'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦•• •.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�GairGfafarGr�airGrGfa,9• ♦♦♦♦.♦ ••♦♦♦♦♦♦♦♦♦♦♦/ •♦♦♦♦♦♦♦♦ ♦••♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦. ♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• I •♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦• ♦♦♦♦♦••�♦♦♦♦♦♦♦♦♦♦♦♦ ►9999♦♦♦♦• .♦♦♦♦♦/ /♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ I It♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• r,pppara,arpGa,ara,♦• 9999♦♦ ♦♦♦♦♦♦♦♦♦••♦♦ ►•♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦. •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• I •♦♦•♦♦♦♦♦•♦♦♦♦♦♦♦♦•/ ►9999♦♦ ♦♦♦•♦♦♦♦♦♦•1 ♦•♦ • 9999♦♦♦a♦♦♦♦♦• ♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦•♦ ♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦� .♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ raaaaaaaaaaa♦ .9999♦♦ •♦♦♦•♦♦♦♦♦♦♦•1 •♦♦•9999♦1.♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦. ♦�♦♦♦♦♦♦♦♦••♦♦♦♦♦♦♦• I •♦♦♦♦•♦♦•♦♦♦♦♦♦♦♦♦♦♦ 9999♦♦♦ •�♦♦♦♦♦♦♦♦♦•I I►•• ♦♦♦♦••.♦♦♦♦♦♦/ /♦♦♦♦♦♦♦♦♦♦•♦♦•♦♦♦♦♦ I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• •♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦a�aifafafafaf,,00-k iai,G,4. 9999♦♦♦ •♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦ ♦♦♦••♦♦♦♦♦♦♦•♦♦♦♦♦. 1,♦♦♦♦♦♦♦♦•♦♦♦♦•♦♦♦♦•/ ►♦♦♦♦♦♦♦. ♦♦♦♦♦♦•♦•♦11 It♦• ♦♦♦♦♦♦.♦♦♦♦♦♦• •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ I •♦♦♦♦♦♦♦♦♦♦♦♦ e will.♦♦♦•♦♦♦♦♦♦♦♦♦♦♦'0-;_r roar ar r.ai GariGi ai aia! ♦♦.♦♦♦♦ •♦♦♦♦♦♦♦♦♦♦♦♦/ ♦♦♦♦♦♦♦♦♦1 •♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦•♦♦♦♦♦♦� •�♦♦♦♦♦•♦♦♦♦♦♦♦♦♦•�� — ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ •♦♦♦♦♦♦♦. ♦♦♦♦♦♦♦♦♦♦— —99 99♦♦9999♦♦♦♦•/ 1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ••♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦,♦ •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ai ai ai ai aii ai ai ai ai ai ai ai 9999♦♦♦ •♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ . •♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦•/ ►♦♦♦♦♦♦.♦�♦♦♦♦♦♦♦♦♦.1 ♦♦♦ •♦♦tea♦♦♦♦♦♦♦♦• •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦, .♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i ai ai ai ai ai ai ai ai ai ai ai ai �..♦♦.♦ ••♦♦♦♦♦9999♦♦1 •♦♦♦♦♦•♦••/ ♦♦♦♦♦•♦♦••♦♦• ♦4♦♦♦♦♦♦♦♦♦♦♦♦♦ 1 ••••♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ •♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦♦ 1►♦♦♦ ♦♦� •♦♦•♦♦♦♦♦/ /♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦•♦♦) 1P♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦ ,♦♦♦♦♦• 9999 ♦♦♦♦♦♦♦ arGG44G4ar000ar4 9999♦♦♦ • • ♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦♦♦♦♦♦•♦�♦�♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦� I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•/ ►♦♦♦♦♦♦♦♦♦.♦�♦♦♦♦♦♦♦11 (♦♦♦♦/ ♦♦♦ ♦♦♦♦♦♦♦•♦♦ •♦♦••♦♦♦♦♦♦♦♦♦•♦♦♦♦• I ♦♦♦♦♦♦♦♦♦♦♦♦♦� 9999♦♦ ♦♦♦♦♦♦♦♦ ai ai ai ai ai ai ai ai ai ai ai ai 1 • ••♦♦♦♦♦♦♦♦♦♦♦/ .♦♦♦•♦♦♦♦♦♦,. •♦♦♦♦♦♦♦♦ �♦�♦♦♦♦♦♦♦♦♦♦♦ 1 ••♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ •♦♦♦♦♦♦♦♦♦• •♦♦♦♦♦♦ ►♦♦♦••♦♦ ,♦♦♦♦♦♦♦♦•♦/ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ I •♦♦♦♦♦♦♦♦♦♦♦♦♦ .♦♦♦♦♦• ♦♦♦♦♦♦♦4aaaaraaaarra 99.99♦♦♦ • • • ♦♦♦♦♦♦♦♦♦♦♦♦♦ �.♦�♦♦♦♦♦♦♦.►.♦.••♦♦♦♦♦♦♦• •• ♦♦♦♦♦♦♦♦�.♦� I ♦♦♦♦♦♦♦♦♦♦•9999♦♦♦•11♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦•11 I♦♦♦♦/ ♦♦•♦♦♦♦♦♦♦♦♦♦♦ ♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 1.♦♦♦♦♦♦♦♦♦♦♦♦.•.♦♦♦•♦.♦• ♦♦♦♦♦♦♦,GfGaiaifGaGaGairGfarGfari 9999♦♦♦ •♦♦♦♦♦♦♦♦♦♦♦♦1 •♦. ♦♦♦♦♦♦♦♦ ►♦♦• 9999♦♦♦ ♦♦�•�♦♦♦♦e♦ .♦• I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦• •♦♦♦♦♦•♦♦♦♦• .9999♦♦ ►♦♦♦♦•♦.♦♦♦♦♦♦♦♦♦♦♦/ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ I It♦♦♦♦♦•♦♦♦♦,♦ 1999•♦ .. 9999♦♦ arar,i arargpararrrararar ♦♦♦♦.♦ •♦♦♦♦♦♦♦♦♦♦♦♦ ►♦♦• ♦♦♦♦�♦♦♦♦••♦♦♦♦♦♦ �.♦•♦...�♦.♦.♦•.•♦♦• I ♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦•/ ►♦♦♦♦♦♦♦♦♦♦♦♦. 9999♦11 I♦♦♦♦/••♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦•♦• ♦♦♦♦♦♦♦♦♦♦. ♦♦♦� ♦♦♦ 9999♦♦,,i ra,arara,ararararya„ 9999♦♦ ••♦♦♦♦♦♦♦♦♦♦•1 ♦♦♦.♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦ • _�...•�♦•• I •♦♦♦♦♦♦♦•♦♦♦•♦♦♦♦♦♦• ♦♦♦♦♦♦♦♦♦♦♦♦♦. 9999♦ ►9999, ♦♦♦♦♦♦♦♦♦♦♦♦♦/ ►••♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦ I It♦♦♦♦♦♦♦♦,• .♦♦♦♦,♦♦♦ ♦♦•�♦. aaiaiaiaia,aryypaarar ♦♦♦♦♦ 1 • • 1 • • • • • 1 • 1 •♦♦♦♦•♦♦♦♦♦♦• ►9999 ♦♦♦♦♦�♦♦♦�♦♦♦♦♦♦♦ •♦�♦"..•-� -1911♦-♦♦♦ I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•/ ►♦♦♦•♦♦♦♦♦♦♦♦♦.♦♦♦•1 ♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦••♦♦♦♦♦♦♦♦♦• ♦♦♦•♦♦♦♦ •♦♦♦♦.♦♦♦ - •• . raaaaaaaraaar, 9999♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦1 •♦♦.♦.♦♦♦♦1 •♦♦♦ ►9999♦♦ •♦♦♦♦♦.♦.♦�♦.♦.♦� I •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦♦♦♦1 I►♦♦♦, •♦♦♦♦•♦♦♦♦♦♦♦♦/ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ I It♦♦♦♦♦♦,♦.♦♦♦�•♦♦♦♦♦ ••♦♦aGaGaify�airG�pGrG,Griair ♦♦♦.♦ -.♦♦♦♦♦♦♦♦.♦♦• ►♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦-♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦ . •♦♦♦.♦ -I•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦••�♦•11 1♦♦♦ ./♦♦♦♦♦♦♦♦♦♦♦♦♦♦ •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• 9999♦♦ 9919♦a♦♦♦♦♦♦ ♦♦♦♦♦,aiaiaiaaaiaiaiararararari 9999♦♦ •♦♦♦♦♦♦♦♦♦♦♦•/ ♦• •♦♦♦♦♦♦♦♦♦♦♦1 •♦♦♦♦♦♦••♦•♦••♦•♦••♦♦♦♦♦♦♦♦♦♦♦♦.•�♦♦• 1 — ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦•♦♦♦♦♦♦♦♦♦♦• ♦♦ ►♦♦ .♦•♦♦♦♦♦♦♦♦♦•♦♦♦/ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• I- �•♦♦♦,• .♦♦♦♦♦.♦♦♦♦♦♦• 9999 r,ai ai ai ai ai aiygar ai ai ai ♦♦♦♦J • • : • 1 1 •♦♦♦♦♦♦•♦♦♦♦• ►♦♦♦♦♦♦♦♦♦♦��♦♦♦�♦♦♦♦•♦♦•♦♦♦♦•♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦.. ♦♦♦♦. � •'I•♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦/ ►♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦ •11 ♦•.♦/♦♦♦♦♦♦♦♦♦♦♦♦♦♦ •♦♦•♦♦♦♦♦♦♦♦♦♦♦♦••♦• ( ♦♦♦♦ •.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦•♦•••♦♦♦♦♦•♦♦♦i ai ai ai ai ai ai ai ai ai ai ai aii 9999♦♦ •♦•♦♦♦♦♦♦♦♦♦•1 ♦♦♦♦♦♦/�♦•♦.,♦♦♦. •♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦••♦•♦♦♦♦..•�♦_ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 1.♦ .♦♦•♦♦•♦♦♦♦♦♦♦♦•♦/ ►♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦ 1• � .♦♦♦,•.♦♦♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦ ai ai ai ai ai ai ai ai ai ai ai ai ai 9999♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦.•♦♦♦� •♦♦♦ ♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦. •� ♦♦♦♦♦♦♦♦♦♦♦♦9999♦♦♦1 ►♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦.�.., —►.♦♦/ ♦♦♦♦♦♦♦♦♦♦♦♦♦• •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�: —♦♦ •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦,aaara,rrarararara,.raraai .♦♦♦♦♦♦ •.♦.����♦.♦��♦_♦�.1 •♦♦♦♦♦♦ •♦♦♦♦•♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.•.I . 1••••♦♦•••♦•♦•••••••••••••♦♦♦••••••••♦••• ••••••••••••.••••.•►••••••••••♦••••••••J ♦• ♦♦♦♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦arararaaraaaa ;. •••�; • ••••••••••••.•••••••••••.•••••••••♦♦••• 1 1•�--i���— low.,a.♦i♦i♦i♦.♦.♦.♦•♦i♦.♦.♦i♦.♦i♦•♦.♦•♦i♦i♦i♦.♦i♦i♦i♦i♦i i♦.♦i♦i♦i♦i♦i♦.♦i♦i♦i♦i♦.♦i�ai ai ai G�ri ai aiGi G�G�G�G�:'�♦♦•♦♦♦♦♦♦♦♦♦• 'IWW;I1;I I�''�► � � •rte ►`rte / • • 1 : • •• ISI �I � � ���� � .- •�� ►� ..�� I I � �� � II. .� � .♦ III I II ILII ►. � � - 1 - • �� �'��-����- -. ' .. •�>`�� ���j��j��j •. .. .- ��� �`���� •III`,`��`. �I�•I . • • • • / • 1 • 1 IF / 1 • • • • • •♦♦♦♦�♦♦♦�♦�♦w♦♦♦�♦�♦♦♦♦♦♦� i♦�♦�♦♦♦♦♦♦♦�♦��►♦♦♦♦♦�♦�•�♦�. •♦i♦i r♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦il I'���♦♦♦�♦♦�����♦♦'1' I►♦i♦i♦i♦i♦i♦i♦i♦i♦ii♦i♦i♦i♦i♦i _ wwx'%4�1 ♦iiiiiiiiiiiiiiiiiiiii ♦iii ♦i♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦• ♦•♦♦♦♦♦♦• ♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦• ♦�I r I►♦♦♦♦♦♦♦♦♦♦♦♦♦G♦•� ♦♦♦♦♦♦♦♦♦♦♦♦••♦♦♦♦♦♦�♦�♦ ♦�♦ol- rwvwwvw �•�♦�•�♦�♦�•�•�•�♦�♦�♦� •♦♦♦•♦♦♦♦♦♦♦•♦�.. ♦♦♦♦♦♦• ►♦♦♦♦♦♦♦♦♦• ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1 I•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•1 �•♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦♦•♦♦♦♦♦♦♦ •♦-♦♦♦♦♦i♦•♦♦♦♦♦♦♦♦ •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦.♦♦..♦♦♦♦♦♦♦.♦♦ •♦♦♦♦♦♦♦♦♦♦♦♦ •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦ ♦ �♦♦♦♦♦♦♦♦♦♦♦♦• ••♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦ �♦♦i♦i i 9999♦•♦♦i/i♦i♦i♦i♦i♦i♦ii♦i♦i • •- ♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦•♦♦♦i l'' !�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦�♦♦� •♦��♦♦♦� 1'!►♦•♦ 9191•••••• •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ •.♦• •♦♦ t 9999 1199♦♦• / • -•/ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• •♦♦• �♦♦♦♦♦♦♦♦♦♦♦♦/ ••i♦i♦i i♦i♦i♦i♦i i♦i♦i♦i♦i �i♦i♦i♦i♦i�i���•������������������ / • _��� ��������•♦♦♦♦♦♦����a— .♦♦♦♦♦�.♦♦♦♦♦♦♦♦♦♦♦�♦�♦♦�♦♦♦♦♦♦, ♦�Ita,w w�w�♦�♦�♦�♦;♦�♦�♦� ♦•�♦♦♦♦♦♦♦�♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��.♦♦♦♦♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/ •♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦.♦��♦♦♦♦♦♦♦ •♦♦♦♦♦♦♦♦♦.♦♦♦♦♦.•�� I.♦.�♦♦i♦iii♦i♦i♦iii'��♦♦♦�♦♦♦!I I►♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦•♦•♦♦♦♦♦♦♦ / •�•♦i i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦•:♦♦i♦i♦i♦i♦i♦i♦i �i♦i♦♦♦♦♦i♦i♦i♦rwr Poi♦i♦i/ •♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i !♦♦i♦i♦♦•♦♦♦♦i♦i♦i'��•�i♦i♦i♦i♦i♦i♦ ♦•♦.♦♦•♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i.1 ♦♦.♦♦♦♦♦♦ ♦.♦♦.1 II�i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i ••i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i��♦.v♦i♦i♦i♦i♦i♦i♦i♦i♦i �i♦i♦i♦i♦i♦i♦i♦i♦i♦ii♦i♦i/ .......................... �i I�1...............•1111 ♦.♦♦♦♦♦♦...... =9 111....... ........... .............. ❖.❖.❖.❖.❖.❖.❖ :❖.❖.❖.❖.•;►❖.•.-:�.❖.❖1111.❖.❖.• •.!.�.!.!.!.!.!.!.❖.❖.• _. I•-•iii♦♦i♦iii♦i♦�!�♦iii i:! 1.♦♦♦♦♦♦�♦�♦�♦�♦�♦�♦�♦� ♦�♦�♦V♦V♦V♦V♦V��'i♦i♦i♦i♦i♦�♦�♦�♦i♦�♦�♦i! •♦�♦i♦i♦i•�♦�♦i♦i♦i♦�♦i♦i♦i ••••♦♦♦♦♦♦•♦♦♦♦♦•♦♦♦♦♦♦•♦♦• ♦♦♦i♦i♦i♦ii♦�♦i♦.►♦i♦i♦i♦i♦i`i�i♦i♦i♦i♦i♦i♦i♦♦♦i♦i♦ •� ♦-♦i i ♦��•�•�I I�♦♦♦ ♦♦♦♦t ♦.♦...�I 1�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦ • ♦♦•�♦•♦♦♦�••♦�•�i♦i♦i♦i♦�♦i♦i♦i♦i♦i♦i♦i! i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i •♦♦♦♦♦♦♦♦♦♦•♦� •♦♦♦♦♦♦♦♦♦♦♦♦V.V _% ♦♦♦♦♦♦♦♦ ♦♦♦.♦♦♦♦♦♦♦•.I ♦♦i♦i♦i►i♦iii♦i♦i�.�i♦iii♦i�i�i�il I.♦♦♦♦♦♦♦♦♦♦♦♦• •♦♦•�•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦♦♦♦♦♦♦♦♦♦ •♦♦♦♦♦♦♦♦••♦♦ �♦♦♦♦♦♦♦♦.1♦♦♦♦♦♦♦♦ ♦♦♦••♦•• ♦♦♦♦♦♦♦♦♦♦♦♦•I I•♦♦.►.♦.• ...♦♦♦.♦ III fII.•♦♦♦♦♦♦♦♦♦♦♦♦• 999,9 ♦♦♦♦♦♦♦♦♦♦♦♦♦•♦•♦• i♦♦♦♦♦♦♦•♦♦♦♦/ ••♦♦♦♦♦♦♦♦♦♦• W-47♦♦♦♦ qU ♦♦u♦♦•♦ wwww ♦♦••♦♦♦• ♦•♦♦♦•♦••♦••••♦♦••♦•♦♦♦♦♦♦♦♦♦♦♦ I Iii♦♦i�►♦i♦i♦i♦.♦i♦iii♦iii♦i�i�i� I►♦♦♦♦♦♦♦•♦♦♦♦♦•♦•♦♦♦♦••♦♦♦♦•♦♦♦,• ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦• .♦♦♦♦♦♦♦♦♦♦••/ ••♦♦♦♦♦♦♦♦♦•♦• ♦ ♦••♦•♦•♦♦•♦♦•♦♦•♦♦♦♦. ♦•♦♦••••♦•♦♦•••♦•♦•♦♦♦♦♦♦♦♦i ♦ ♦♦ .,� ♦♦ ♦♦�1 ♦♦♦♦•♦♦♦i♦i♦i♦i♦i♦•♦i♦i♦i♦i♦i♦ii♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i••♦,♦•i♦i♦i♦i♦i♦i♦i♦i♦ii♦i••♦♦♦i♦i♦i♦i♦i♦i♦ii♦i� �•i♦i♦i♦i♦i♦i♦i♦i♦ii♦i♦i♦i ♦•♦♦♦wow♦♦♦♦♦ ♦♦♦♦♦♦♦♦.�♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦.♦ •♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦ I ♦♦ ♦..♦♦♦♦.♦♦.♦♦ I,♦♦♦♦•♦•♦♦♦♦♦♦♦♦♦�♦�♦�♦- - -V�♦���♦♦ ,♦e♦�•�♦�♦�♦�M -47-♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�i ♦�♦�♦�♦�♦�♦♦♦�♦�♦�♦�♦�♦�♦� ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i �i♦i♦i♦i♦i♦i♦i♦i♦i14 r -♦♦♦♦•♦♦♦♦♦♦♦♦9999♦♦♦♦i♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦4♦♦♦♦i i♦♦♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦ii♦i♦i♦i♦♦♦♦♦il I�♦♦ ►�i♦.♦.�♦♦.�♦♦.♦♦♦♦♦♦�♦♦�I I.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦ ♦♦♦♦♦♦♦•♦ ve♦♦♦♦•♦♦♦♦♦♦♦♦•♦♦♦♦•♦♦♦♦ ♦♦• •♦♦♦♦♦.♦♦♦♦•♦ •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ UP •41 ♦♦♦♦♦♦♦♦♦♦♦♦•. 1 ♦♦♦ ♦.♦.♦♦♦♦♦♦♦♦♦•1 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦•.♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦air♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦� �♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1 •♦••♦•♦•♦♦♦♦♦♦♦♦♦♦♦•♦♦♦•♦♦� -47 UP ♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦ ♦� ♦♦♦•♦♦♦♦♦♦♦♦♦♦•♦moi♦•� I'♦♦♦ ►♦♦♦♦♦♦♦♦♦♦..'I •♦♦♦♦♦♦♦♦♦♦ •."♦♦••• ♦♦♦♦♦♦♦♦♦♦♦ a♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦♦♦♦♦♦♦♦♦/ ••♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦��♦♦♦♦♦♦♦♦♦.`♦♦♦♦♦♦♦• ••♦♦•.�•• � •-♦♦♦♦I ♦♦'•♦.♦♦♦♦♦♦♦♦.♦.♦1 1.♦♦♦♦♦♦♦♦• 9991♦♦♦ _ ���♦�♦_•�.♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦ —� We ee, %<j C4S"AL,0 ENMA WMA NMA OP Ill Al W012 W, ff ISIMANINIM MAW r • ` • • • 1111 � � / 1 • •• / 1 / 1 •• • 1 1 1 1• 1 1 1 / .• • ♦♦♦♦♦♦♦♦♦ ♦1♦♦ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦ ♦♦♦♦♦♦♦♦/ ♦♦ ��i�i♦i�i�i�i�•�•�•�i�i♦iii! ►•♦♦♦♦♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦•�♦♦♦♦♦ ►♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦: ►♦♦•♦♦•♦1•♦♦♦•♦••♦♦♦♦♦♦♦♦♦♦♦♦♦♦!♦ • ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� �•�������������■�►•♦♦♦♦♦♦♦�♦♦ �•••••••♦1111••-• I► ' ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i,♦♦♦♦♦• �♦�i�i�i�i�i�i�i♦i�i�i♦iii! ►.♦♦♦♦♦♦t+��♦•♦♦♦♦♦�i♦♦♦ • •• ♦♦♦♦♦♦♦♦♦♦1 I►♦♦♦♦♦♦♦j♦j♦♦♦♦♦ • • • ♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦'i�♦♦.♦♦♦♦♦♦♦♦♦j ••♦♦♦♦♦♦�♦♦ �i♦i�i�i�i♦i♦iii♦i�i�i�i! ♦♦♦♦♦♦♦♦�.��♦♦♦.♦♦♦♦♦ ♦•♦♦♦♦♦♦♦♦I I►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ • • • '• • ♦♦♦♦♦1♦♦' �♦♦♦♦♦♦♦1• • 1 • • ►•••♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1♦••♦♦/♦♦••111♦1♦••••♦♦♦♦�i��♦�j♦j♦♦♦♦♦♦♦♦♦♦♦j♦♦♦♦♦j ♦♦♦♦♦♦��♦• ♦•••••••••••♦ ♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦(r♦♦♦♦ • 1 • ♦♦♦♦♦♦♦♦♦�1 ♦♦♦♦♦♦♦♦ ♦♦♦♦•♦,• i♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ .♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦1♦♦ �i�i�i�i�i�i♦i�i�i�i�i�i ►1•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦��`♦♦♦♦♦�►♦♦♦♦♦♦♦♦ 1♦♦j♦♦♦j♦j♦j♦j♦j♦♦1i I►♦♦♦♦♦♦♦♦ ♦♦♦♦1♦ 1♦♦♦♦♦♦♦♦♦♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦.♦♦♦ • ♦♦♦♦♦♦♦♦♦♦♦♦♦♦1 �j♦♦♦♦♦♦♦♦♦♦fir♦♦♦♦♦ ••♦♦••♦•••�•��� ►1♦••♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��`�►♦♦♦♦♦♦♦1 • •♦••♦1♦♦♦♦♦♦♦♦♦♦♦♦♦4I I►♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦•••11♦1♦1.1♦•♦♦•111♦•♦111♦1♦•11.1♦1♦11♦♦♦♦♦♦1��'♦♦♦♦♦♦♦♦♦♦♦11♦♦♦♦♦1♦♦♦1♦� • • • ►••1♦♦♦♦ ••♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1♦♦1♦�•i ♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦.♦1♦♦♦♦♦♦♦♦•1 1♦♦♦♦♦ •♦♦ •��j ►1♦•♦♦♦♦♦♦•♦♦♦.♦ ♦�♦♦♦ ♦♦♦♦♦♦♦♦♦♦I I►1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•••♦♦♦♦♦1♦♦♦♦♦♦♦♦♦11♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦•♦♦♦i��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•j ►��.i• 1 •♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1 •♦♦♦♦♦♦♦♦ • •.• ♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ ♦♦♦♦♦♦♦♦♦.I� ♦♦♦♦♦♦♦♦♦♦�♦♦�♦♦♦♦ �.♦ ►♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦♦. ♦�• • ♦♦♦•♦♦♦♦♦l�y�j♦♦♦♦♦j♦♦♦♦♦1♦♦♦♦••♦♦♦♦♦♦♦♦••♦♦♦♦1♦•♦♦♦♦♦♦♦♦•♦♦♦•♦♦♦�1�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦1♦♦♦♦♦1•♦� . . 1►♦�♦♦♦♦ •111♦♦♦j♦♦♦♦1♦♦1♦♦♦•i.♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦1 ♦♦♦♦♦�i♦♦♦• ••�i ►♦♦♦1♦.♦♦♦♦♦♦WWW♦♦♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦♦�♦ •1•♦♦•1•♦♦♦1♦♦♦♦♦♦�1 I♦♦♦♦♦♦♦•♦♦1♦♦♦♦♦♦♦♦♦1♦♦1♦�� i♦♦♦1♦♦♦1♦•1 1♦♦♦•♦♦ • ' / • • / • • ►• ♦♦ ♦♦♦♦♦♦♦�..�♦♦♦•♦.♦♦♦♦♦1♦♦♦♦♦♦♦♦/ :♦♦♦♦♦♦ff♦♦♦♦♦♦♦♦11♦ • ►♦ ►♦♦♦♦♦♦♦♦♦1♦♦♦1♦♦♦♦♦♦♦ ♦♦11♦♦♦1♦11♦1.♦•♦•♦♦♦♦♦ I►♦♦•♦♦♦•♦1♦♦1♦♦♦♦♦♦♦•♦♦.• .♦♦.♦♦♦♦♦♦1♦•♦♦♦♦1♦♦•� ♦♦♦♦ ♦•♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦••♦♦♦♦•♦♦ ���' ♦♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦♦�t �♦♦♦♦♦♦♦•♦•♦♦♦♦.♦♦♦♦♦♦� • 1 •••♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦/ .•♦♦♦j♦j♦j♦j♦j♦j♦j11•j 1 1 •• ' 1 .�i! ►♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦♦♦♦• `1 1.1♦♦♦1♦♦♦••♦1♦♦♦♦♦♦1 I►♦♦♦♦1•♦♦♦♦♦♦♦♦1•♦♦1♦♦♦♦1.1♦♦♦♦♦♦♦♦♦♦♦♦♦•i'♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦1♦♦♦♦♦1♦♦♦♦1♦♦♦♦1.11♦♦♦♦♦♦♦•� 1 • • • • •� ♦• ♦♦♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦••♦♦♦•♦ ♦1♦♦♦♦♦•♦♦1♦ ����i! ►1•♦♦♦ M-0•♦j♦j♦♦♦♦1♦♦j♦j♦j♦j♦•♦1♦♦♦♦1♦♦♦♦♦♦♦♦�a�♦♦1♦♦♦♦♦•♦•♦♦11♦1♦1♦♦11•♦♦♦♦♦�I 111♦1♦1♦♦•♦•♦♦♦♦♦♦♦♦•♦ i♦♦♦♦♦♦♦♦♦♦♦♦♦♦•1♦♦•♦♦♦♦♦ ►••♦►♦♦♦♦•1♦1111111•♦♦♦•i'♦♦♦♦♦♦♦♦♦♦♦♦♦••♦♦♦♦•♦♦♦♦♦•i♦♦♦♦♦i1♦♦♦1i♦♦••♦♦♦i♦♦♦i' ♦�•♦♦♦♦1♦♦•♦ 1111 1.111. ♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦.♦♦♦♦♦•♦♦. �♦ ♦♦♦♦♦�I ►♦♦♦♦♦•♦♦•♦•♦♦••♦♦♦, ♦♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ��•♦♦♦♦♦•♦1♦♦♦•♦1♦•1•♦•♦1♦•♦1♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦1♦♦♦♦♦•♦•♦♦♦♦♦♦♦1'♦..♦.♦•♦1♦•11 +•�•••••••1•♦•••••1•♦•j ►♦•.♦♦♦.•♦♦♦1•♦♦.•1♦♦♦♦♦♦♦♦1` ' ♦♦1-•• 11♦♦♦•♦♦♦♦•♦•♦♦♦1♦•1 .♦.♦♦♦♦♦♦♦♦♦1♦♦♦1♦♦11♦♦♦♦1♦ ♦ .�♦♦♦♦♦♦•♦♦♦ ♦••••••••••♦ ♦♦♦♦1♦♦•♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦♦♦ • •• ♦♦♦.•. ►♦♦111♦♦♦♦1♦♦♦♦♦♦, ♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦1♦ 1 • • 1 • � ' • 1 1 I►♦j♦♦♦♦♦♦♦ ♦♦♦♦♦♦��! 1• • 1 •♦•♦•♦•♦_♦•.• '♦♦♦♦♦♦j♦j♦♦♦♦♦1♦♦♦♦♦♦♦ ••�iiii♦i♦iii♦ii1i♦i ►1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦1♦♦♦♦♦� ♦♦•I .♦♦♦♦111♦♦♦♦♦•♦♦♦•♦1♦♦••♦11•♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦! ►♦•♦♦♦♦♦••• • ♦♦♦♦♦♦♦♦11♦♦♦♦1♦t�♦♦ •1j♦♦•♦♦♦♦♦♦♦♦♦♦1 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1♦•♦1 �•••♦•♦•••♦•1•♦•••••••♦•♦•+! ►1♦♦♦..♦•♦•♦,.♦♦ ♦♦♦♦••♦♦♦♦♦♦♦♦♦. ♦♦♦♦1♦�1 ♦♦•♦•♦' ♦♦♦♦♦♦♦♦♦♦♦1►♦♦1 1•♦•1♦♦♦♦♦♦♦♦♦♦♦♦•1 ♦♦♦�• .♦♦♦•♦•♦1••♦♦♦♦♦�♦1 1 ♦•♦♦♦♦♦♦ �1♦♦♦♦♦♦♦♦♦♦♦•1.1••♦♦♦ �����•��jj�����j�j��������! ♦1 O♦o•�.♦♦♦♦� • •• 1♦1♦♦♦.♦♦11�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦���♦♦♦1♦♦•♦� I►♦♦1�• �'♦♦♦♦♦♦1�♦ ♦•♦♦♦♦♦•1 j •.�!.� ♦ ♦ ♦. 1.1.E •.1.•.1.1�.•.� ♦ ♦ 1 1i---_-----------•• :+.♦.•.♦.♦.♦.•.♦.♦.♦.♦.•.•.! ►•♦•♦i♦i i♦•♦•♦i♦•♦•♦i♦i♦•1.1i1•••••1i♦•1.1.1•♦•♦.1i♦i♦•♦•♦i♦i♦i♦•♦•♦•♦i♦•♦•♦i♦i♦•♦i♦�����i1,�1►�i i��♦�♦�♦�1�♦�♦�♦�♦�♦�♦�1��1.1.E 1.�1.•�.1.�1.� 1 x.1.1��•�♦�♦�♦�1�♦�♦�♦�j. • 1 ' • • ' 1 1 1 � • .1'1'��ii♦i ►••11••1.11 � � • 1 / 1 •1t♦•1♦♦♦ ►111• •♦t♦♦♦♦♦♦♦♦( 1111♦ 9W_. •�.y••_•..• • 1 1 .•1V♦♦♦♦♦♦♦♦♦♦♦ ►1•iii• .� � ♦•�• �.�y . r'�••••••••••• ►•••••••••••., • ''-������'�� ����''����1-7 � 1'•�i�i�i�i�i�i�i♦i�i�i�i'• • ♦♦♦1♦1♦♦♦♦♦♦♦♦♦1 ►1111 ►••••1•••♦.- -! •••••••••••• ••••♦•♦••••••- X111111• 111•♦ ••••••••••••• 1 1 1 ♦♦•♦♦♦1♦♦♦♦♦♦♦♦ •11♦ ♦•••••••♦� 1.1••••♦•••1••! ►♦♦•••••••♦••( j111111♦ 1111. `� •••••••1•••♦ • • - •1•i♦i1i♦ii♦i♦i♦i♦i♦i♦i1i♦ii!i'_'•1i1i1i1 �i••••♦i•••••iii'� ' I•••.•♦•••••• ••••••••••••. I.1111•• •1� 1 j t i••••.•••••.• 1 � ••+•••••••1•♦ ♦•••♦••••••••1 ►•1111• •1•x • 1 � 1►•••••••••••• 1 • • •♦♦1•♦1i♦i♦i1i♦ii♦i♦i♦i♦i!♦♦•�1' •-►1 1• ••••••••q t• ••••••••••• •••♦•••••••I ►1 1 1 1 1 1 •• •1.1 �I►•i•••••1••••••••••••••••♦ • 1 • ♦••♦♦•♦♦♦♦♦♦•1.t• . 1.1• •�•�•••�•�•�•�•��, -r I.1••••• ♦•••••••••( 1111.1♦ 111• � It•♦•1•••♦•••♦ _ _ .• •111♦.♦♦♦♦♦1•♦ � •11♦ i♦ ♦•11 ' ......... • . I 11111♦ •1• -���� . •1'1�♦1♦1.11 •♦••11♦1•♦♦♦♦♦•1♦♦•♦•�•�♦'♦•♦♦♦♦♦♦♦♦•11♦.�♦' ►•••1.1♦ ♦••1.1.1 I 1!•♦♦•♦1♦• • •• •♦•1♦111••1►•�.♦.( ►111♦ • 1 1 .•1 I ••••••••.••• � � � ........ � •.....•................••...•.......... ..•.•......... ..♦♦♦♦♦♦♦♦♦♦♦••1♦•/•♦•♦♦♦♦-1�••♦�♦♦♦♦♦♦�� ♦.♦/ ►♦•♦ t•♦•••1.1♦♦•♦1♦•♦11 1 x••1.1♦♦f •••�•�••••••1♦•11 I►1111.111 •11►111 I 1�♦1♦♦1♦♦•1♦♦1.11tI♦••♦♦1•• 1 ► •1111.11• ••••••••••.•••••••••••••••••••••••♦ ♦•••••1•••••1 I•♦♦♦♦•♦♦♦♦♦1♦1••1111♦♦♦♦.•• �.♦♦♦♦♦♦♦..♦♦ .♦♦♦♦'111♦ ♦•••••••1 . •♦•♦•••1•••♦•1.1.1•••♦•♦•• ♦•11.11♦ •♦•••♦•••••♦••♦•••••••♦••••••••••• ►••♦••••♦••••I,•♦♦♦♦♦♦♦♦•♦♦••♦♦♦♦•♦♦••• ..♦♦♦♦♦♦♦♦♦♦♦♦♦ .♦♦♦♦/ ►1•• ••••••••SII, I Iii♦i♦i♦i`d • '•'•'1'1'1:♦i1i� 1►1i1i1i1iii .•♦i�•1111�1I ,I! - ♦11♦ 1111•♦•♦ � �►•••♦ ••♦•••.•� 1111111♦•♦ • ♦1••r•1� 1••••••••1•••• ♦11•••••1.11.11• •♦••♦♦•♦•♦•♦♦♦•1•••♦•♦•♦♦♦•♦•••♦•♦•♦•••♦♦•♦♦•♦•••♦•••••••••♦•••♦♦♦•1.1 ►•1.1•♦•♦•1•••1•♦•1•••••••�+♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦11♦11♦•�♦•' . .."♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦1♦♦♦♦♦ ►1•♦ ••••••••1 •• .► �11•f 111 1 1•1 1 �♦♦1♦ i 1 1 f•1♦ � •••••• i•• •1.111• •••♦♦••♦••♦♦•1♦♦•••••••••••♦1111•♦♦ •♦♦••♦♦1111•• I►♦♦♦♦•♦♦♦♦♦♦♦♦♦��♦•♦. -♦.♦♦♦♦♦♦.♦♦♦♦♦♦♦, ♦♦♦♦♦•1 •11♦ ••••••••1 ♦♦♦•♦•♦•♦••• 1111♦ ♦•••+•♦•♦•♦•1♦••11♦•1 1111 ►111111♦ •1111 1111.111' 7►••1•••••••♦ 11.1.1•♦ ••t•♦•❖•❖♦••1••♦♦•♦•••••1•♦1♦•1•♦♦••1♦♦1.111••••♦•♦♦♦♦♦♦♦••••1••• ►•1•♦♦•••••••••1 ♦♦♦♦♦♦♦♦ ♦.•. ♦.♦♦♦♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ .♦♦♦♦♦♦11 ►1 1♦ ♦••••••♦•1 I•••••••••••••• ►♦••••••••••.►1 1►1 1 1•1 1 1 1 1•1 1 •1 1 1,'.•1 ••1• I •111.11•♦•11� •11111111 •♦•••♦•••••••••••••1••••••1.1•••••• ►••♦i♦i♦i♦i1i♦i♦111.1♦i'1 I.♦♦♦♦1•�1• •♦♦1♦♦♦♦♦♦♦•♦♦♦♦♦♦♦1♦♦♦♦1♦i♦♦♦♦♦♦♦11♦♦1♦♦♦ ►11•♦1♦ •1♦t♦♦♦♦♦•♦•••••♦11 I�••••••••.t••• ♦•••••••••••�••,1 1►1�1♦1v ♦••11♦ •♦11, -1/1•i111� I ••••••♦•• • 1 • •••••♦•••••♦♦••••••♦•••••♦••••••••••• ••••1•••••••II, ♦♦♦♦• . .•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦�•♦♦♦.♦♦♦♦1 111.1 ••••••••1 ••iiiii•1111ii••i•• '�♦ii♦iiiii1ii••-- - 1••1111111' !♦1i1• 11i1i1i�1i1i1i1i1 I.�i�i�i�i�i�i�i�i�i ♦1111•_ ♦..��•.��.•...��.��••��...•.....••••�•.•.•....•....•1 I� •� i 1 ♦1111■����������■�. ♦. -♦.♦♦♦♦♦♦♦♦♦/♦♦♦1♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦ ►•••♦ ••••••••• I ♦•••••••• ••••••••I 1► ♦•1111 �1.1111•►1111 1 I�•••1•♦♦•♦•♦•♦1♦1••• • • • • • • • • - • - - . ..♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i♦♦♦♦♦1♦♦♦♦1 ♦••♦ ••••♦•••11 ••••••••♦ ♦•••1�I ■ •111♦ •.111111111♦ ♦1••1 ••••••••••••••••••••••v••••••••••••••••••••••••••••, /. "♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦/ •♦♦♦♦♦♦♦♦♦♦♦ ►•111 1111••♦•♦ I ♦•••••••♦ ♦•1•I 1► ♦•1111 �1•••••u111♦ I I�•♦1•♦•♦••• ♦•11 •; We ! w 111.1.111 ♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1♦•1♦♦♦♦♦♦♦♦♦♦♦1 ♦11• •••••1•♦•♦•♦•1••♦'1 I�•••••••1•••1•♦•♦•( ••1•••1.1:7: I --�I>M'•1111♦ •••1.111111♦ ♦••••••••♦ ♦111 ••.�♦11••1••1♦♦•••♦1•••• ♦•1.1.1.1 I�♦♦♦♦♦ ♦1♦♦•♦♦♦♦♦♦♦♦♦♦♦• ♦♦♦♦♦♦♦♦♦♦♦♦♦ ►•1•♦ ♦•♦•••••1 •♦•••1♦♦♦ 1 1 •••••11 • ..1111111 t♦••••1•,1♦♦ I I.•�♦�•�•�•�•�•�••••• 1 • � • � • - • - •• ♦♦1••11• •♦11♦•• 111♦1♦1♦♦♦111♦1.1♦♦♦♦•1.1.11♦♦11♦♦�1• • • • ♦♦•♦•11•♦1♦1♦♦♦'I,II�♦♦♦♦♦• • ♦1♦♦♦♦♦♦♦♦♦♦♦♦♦'�♦♦♦♦♦♦♦1♦♦♦♦♦1 •1•♦ •••••••••I 1 •••♦•♦•♦♦•♦♦ ♦•♦1.1 1 .1 ►111111• ♦••••1.1.1(♦ 1111♦• •♦•11♦•♦1��+�1•••1•♦1.1.11♦••1.1.1•♦♦♦••11•♦1♦1 ••••••••1•♦•♦♦f1�1 ♦♦♦♦♦♦♦♦1• • • • ♦♦♦♦1♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦♦1♦ ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦ ►11.111111 1111•♦•♦•+❖••+�� 1 •••••♦♦ ••••••� �• i•1 1 1 1 1 1( 1 1 1 1 1 1 1 1 1 t+•.► I ♦•♦•••••1.1• • ♦♦ •••♦.♦• ♦•♦♦••••♦••♦•♦•••. • . ■ • • ♦••••••♦•♦•1♦1•♦•♦♦♦1'1 Ir♦♦♦,'i♦ ♦♦♦♦♦♦♦♦♦♦1�i 1♦�♦♦1j♦1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦j♦j♦♦♦j' ►•1•♦ t••♦1♦1•••1��11 '�•••♦♦•♦•♦•♦1111 • . • .•�•♦•1�'� ,�1•►••111.1.11111• 1.111111111111.11.111"•1.1 1►♦1•♦•••♦•1�_ • • •• • 11 ••1111♦� •♦••••1•••1.1.1•• ♦♦♦ ♦♦♦ • ♦♦•♦♦♦♦♦♦., ♦♦♦♦♦��♦♦♦♦♦♦1♦♦11 ♦1.11 •♦ I ♦•••••••♦ •••♦•1 I • ►•1♦♦•♦ ♦ ♦111.111111• ♦••♦�♦ ♦�♦�•�1�1�♦�1�1�1��•�•�•�♦�♦�♦�•�♦�•�1�•�1♦•�•� ►+•�•�•�•�•�•�•�•�•�•�•�♦111 1►♦♦11r♦♦ 1♦♦♦♦♦♦♦♦ i.♦♦♦♦♦��♦♦♦♦♦♦♦♦1♦ ►1♦1111111 • •�•�•�•�•�•�•�•1♦'I I�•11�•�•�•�•�•�•�•�• • ••�•�•�•�•�•�11 ►11111111►•111111111�i�1 X1.11.1••11111111♦1.1.1 j l I r•••• 1♦ 1 • • • • •11 •••••�♦•♦�•♦•♦ ♦♦•♦♦•♦•••••••+•••••••�•�♦♦•�•♦•1♦♦•♦•�•�1�•1•�•11 I�♦�i♦♦♦♦1 1.1♦♦♦♦j♦♦♦♦♦♦W w f4p♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦♦♦♦1♦♦♦♦♦1♦♦♦♦' ►1111••1111 ��♦•�•1•�•��♦•�•'I I.1♦•11♦•�•�•�•�•�•�•�♦ i••••••�•�•11 1►1 1 1 1 1 1.1 1,' ♦1 1 1 1 1 1 1 1 1 1 1 1 I I.•♦•♦•�•♦�►•�•� • • 1 ►♦j •�•�•�••1♦1•�•�•�1J •�•�•�•�•••�•�•�•�•�•�•�•�•�•�•�•1•�•�•�•�•�•�•�•�•�•�•�•11 I i♦�♦♦♦♦j111•♦j1j1j/j•♦•1111♦1.111.111♦••♦♦♦♦♦1♦�� ♦♦♦1♦♦♦♦♦♦.��♦♦♦♦♦♦♦♦1 ►1 1•1• ♦ •�•♦.�•�11 1��••1•�•♦••••• ♦•�•♦•�•♦•♦•1 I►•1 ♦ 1.111.1 1.111 1111 ♦•1111111111 I•�•�•�♦�•�•�•�•� ••••♦•• ♦•••••••••••••••••••••••♦•••/ ♦♦.♦.♦♦♦•♦♦•♦♦♦♦♦♦ ♦i�♦♦♦♦1♦♦♦♦♦111♦♦♦♦♦♦♦♦♦♦♦♦111♦1♦♦♦♦1 ►111.1.11111 I •♦�•�•�••�•�•�♦�•�•�•� •+•�•�•�•�•�•�•�•11 I ♦ 1•• ♦1♦ ♦ 1• ♦••••.�•••• • 1• • •♦• •�•��••♦�•�'i�11� •••••••••1••♦••♦•�•♦•�•1•�•�•�•�•�•�•�•�•�•1•�11 I'♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦♦ •♦1 1♦♦'►♦1♦1♦1♦♦ ♦11 1 1♦ • .• •-1♦ I ••••1••••••♦ •••••••••••1 • ♦••1 ►♦ ♦1.1111 �♦ I � ••••••♦••♦ • .♦ ♦/s •.•♦ . ♦•••••♦•••••••••.•♦♦•••••••1 ♦♦♦♦/♦♦♦♦♦♦♦♦•♦♦♦ . ♦♦♦♦�'i♦♦♦♦♦♦♦♦1 ►1111♦ '��i'I I�i�i�i�i�i�i�i�i�i�i�i�i�i. ►�i�i�i�i i�i♦i�i�i�i�il I►11 �1��1�1�1�1�1 1� ♦1 �►•�i�i�i�i�i�i�i�i�i�i .•• :1 • ♦ •♦•♦>♦111♦1.1♦111` 1 •• •t•••111♦1•.1♦♦♦♦♦♦♦••♦1•♦♦♦♦♦•♦♦••1♦••♦♦♦1♦♦1♦♦1111.111!'1♦♦♦♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦•� • • •• ••♦♦♦♦♦•♦•.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1♦♦1 •1 1.1♦ •11 �••••••♦♦••••• •••••. ••••♦• I 1,111 (•••1111.1111 ♦ • •♦� �'•ii♦i♦i♦i♦i♦i1i♦111.1• .♦♦♦♦11♦♦11♦ ►111111 • ••••••1♦•1••• ►••••• `�•••1•• � ••♦••••.•••••• ••111 •��•♦•�11•��111•�� ••••i�i�i♦i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�ili�i�i�i�i�i�i�i:• ♦♦♦♦♦•♦♦♦♦♦♦♦♦1♦ 1•♦.� ►�1�1�1�1�1�� • •�� r•••••••••••• ♦••1•w. ♦•••••. ,1♦ ••1 1 1 1 1 .•••••••.••••• •♦♦• •i1i�i�i♦i♦i♦i�i�i�i�i�i••••�•��••••t. •••••••••••••••••••••♦•1.1.1 (�j♦j♦j♦j♦•♦j•♦♦j11♦♦♦j♦j1♦♦j♦♦♦•♦' 1 •• .1 .♦♦♦♦♦♦♦♦♦♦♦1 1 ♦1 1 1 1 1♦ •. li�i�i�i�i�i�i�i�i�i�i♦iii! ►i�ili�i�i�ili��i1i�i�•�i'1 ►i1i :111111111.1' 1 . til 1i�••••••••••••• •�♦�•1••• ►•♦•♦♦•••♦•••••♦••���♦�����♦•������♦�����������������♦�������1���♦�������♦�♦���♦�����11 � .♦♦♦♦♦♦♦♦♦♦♦♦1♦ ►1 1 1 1•1♦ •••1 I••••1••••••••� ►••••••••••••1 I►♦ .1 1 1 1•1 1 • I •�i�i�i�i�ii�i1i••♦i�i�i♦i ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ •�♦♦♦♦♦♦♦♦♦♦♦♦♦♦/ •111111 ••••••1 ••••••♦•••••• ♦••♦♦1••••♦••I ♦♦ •111.1• • . . • Ir•••♦1111♦+•♦.• ••••••••••••••♦••♦••♦•••• •♦•••♦♦•♦♦••♦♦•1••1•••••••1 1 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ••♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►111111♦ ♦•••♦••I I••••♦♦•♦1••••! ►♦••1•••1+1••( 1►11� ♦111.11 ♦ • • • 1 ••••♦••••••♦ .♦ 1.111•••! •iii1i♦ii♦i1i♦i1i♦111.1♦i1i♦•♦•1•••♦•♦•1•ti1i1i1i i X11•♦•♦♦♦♦11•♦♦1••1•♦1♦♦••♦1•♦•♦•11♦1♦1••1111••♦•11 1�♦♦♦♦♦♦♦♦♦1♦♦♦1♦♦♦♦1♦♦• • • • ♦♦♦♦1♦♦♦♦♦♦♦♦♦.♦1 ♦1 1•1 1 1 1♦ �•••••••11 •••♦•••♦•••• ••••••♦••+•••1 I 1 1♦ . �i 1 1 1 1 1♦ ♦♦ 1••1••♦♦•1♦ • . 11111.11 ••♦•♦••♦••••••♦•••♦••t•••••1.•�••••••••1.1•♦1111•♦1111 ♦♦♦♦♦♦♦♦♦♦♦1•♦♦♦♦♦♦♦♦♦♦1' �♦ 1♦1♦1♦1♦♦♦♦♦♦♦♦1♦♦♦ ►11111111♦•1_• 1111♦•♦•1•••••1 I I••♦•♦•♦•♦•1.1•♦•♦•♦1.111♦! ►••1♦1111••♦•••It ►••(.1.1111111 • ♦ I I I•••••♦•••♦ . 11• • •1.1t ••♦•••••♦1••�•�•�•♦•�1�•�♦�•�•�•♦�••••••1♦♦ .•�•♦1•••••1••1••••♦••••1 (r♦♦♦♦♦♦•♦♦♦♦11♦ i"♦♦♦ • •1♦♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦1♦♦♦♦♦♦1 ►1111111••.. ♦••••••1 �I•••••••♦•1••1• ►••�•�•�♦�♦♦•�♦�•�.�•�•�1 111, ♦ ►111111♦ •♦ ♦• 1111•♦••x• .11♦ 1• • 1 1 ♦♦•♦1 ♦•••••••••••••••••♦♦♦•♦♦�•�•�•�♦O•1♦♦•♦�• ���1♦���j•�•j��1�����♦�•♦����•�•����♦♦���11 �1♦♦♦♦♦♦♦♦♦♦1•.♦♦♦♦ ♦•♦♦♦•♦♦♦•♦1♦♦♦♦♦♦1♦♦♦1 ♦11�1�•�1 �.�j♦j�j���j���l� I�•••••••••1•• 1••••••••••••I 1►11� 1111►1.111111111.111 �� . • 1�•1jl �1►�•�•�•�1�•�•�•i•�11•�•�•�• •11♦ •♦•••••••••♦1111•♦•••♦♦1111•♦♦♦1. •••♦•1•••••♦1111••♦/ I ♦♦♦♦♦♦♦♦♦♦•♦� ♦♦♦♦ ♦•♦•♦♦♦♦♦♦♦♦1♦♦♦♦ ►• ••. ♦•••♦1 �6•�•�•••O•�•�•1♦�•�♦♦•�•� ►•�•♦•�•♦•�•♦•�•�•�•�•��•'1 ►• 1.1.11.1.11 •• ♦1 1 1i1•••�••• ♦♦•11•♦ ♦1••1 ♦••••••1•••♦••••••••••••••••♦•1• •.♦••••••••••♦••♦•••,1�♦♦1♦♦♦♦♦1♦1♦, ♦♦♦♦ • - ♦11♦1♦1♦♦♦♦♦1♦•�1-•'� ►•+•••••�•••I � 11 ♦•••••••••••• ►•••••••••••. •, ♦11 ►1111111 •1♦ ♦1•••♦1 ••1•••1� �.♦11♦♦•♦•♦♦♦•••1• •♦•1.11.1! •••111♦•♦♦♦♦•♦•1•♦•♦♦♦•♦•♦•♦•••♦•♦•1•••♦•♦♦1•••1• •• • ♦•1•••♦•••tom ♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦1♦♦1� ♦♦♦♦♦♦♦♦♦ 1111♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦�♦.♦ ♦•♦•♦•♦•11 ♦��••♦ i•,►.1i•.♦.11•.11•.♦i♦ii♦.•� .•i❖.•iiiii•.1ii♦. �,•••1.1t111.111.11••1.1 �•1�1�1.1.1.111.1.111.1•• � •♦,•.11♦1.1•••• ♦•111 ••••••1•••••♦•••♦••••••• ♦••••1 1►♦♦♦♦♦♦♦♦♦♦ ♦♦.♦♦1♦ ♦♦•♦♦1♦.• •..•..... ♦,. ������ ������� .�•♦ •1.11••••••♦ ♦••••1•••••••••.••1.1.••j •• • • • •••••1 ♦♦♦♦•♦♦♦♦� ♦♦♦♦♦♦♦♦ ♦•♦♦•.�� � ►1111••♦ ♦t I'•.�����������•. 1• • • •••1111111• ►•••••••••••�•-:••r•r1♦1 •••••1 b♦♦♦♦♦♦♦♦:♦♦♦♦♦♦♦♦♦♦ ♦1♦1.11♦.••' •♦111• •wiviw • i�i�i�i�i�i�i�i�i�i'll1i1i1ii1i1i♦i♦11111 .'��i�i�ilil ♦♦♦♦♦♦♦♦ .♦♦♦♦♦♦♦♦♦♦♦1♦11 1♦1..• •11111 ♦••♦••♦♦•••. 1.11.11•••1 • • 1111♦1• Ir♦♦♦♦♦.. .♦♦♦♦♦1 ♦♦♦••♦♦..•♦1111 •••••••••••!•1.1.1.1•♦•• •••••1 ♦♦♦♦♦♦•♦♦♦♦♦♦♦•♦♦1♦♦♦ ♦1♦♦.•� •�i�i1i111.1i •�i�i�i�i�i�i�i�i♦i�i�ii�i�i�ilii1i�i�������� ����������11 1�1♦♦♦1♦♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�•♦1♦•�1•. ♦1111♦ ♦•••••••••••�••••••••••�� 1 ♦•••••••. ••••♦••1 I.♦♦♦1 •♦♦♦♦♦♦♦♦.�• •• • • - •/ / •1111111111111 ►�•�♦�•11�•♦♦♦♦�•�•�♦�•�•�•♦•�•�♦♦•�•♦1♦•�•�♦�•♦• ♦•�•�•�•�♦�•�•�•�•�♦�•1�•�`�•♦•�•�1���♦♦1��♦�♦♦♦♦♦♦♦♦•♦�♦�• • • ••♦♦♦♦•• •♦♦♦1♦1♦♦♦1♦1♦1♦♦•♦•11♦1♦♦x.••1.1.1•♦♦♦•11♦♦•♦♦♦•♦11.!1!1••••�•t•1.1•♦•♦•♦•♦•♦♦1.11♦•1♦1.111.1 ��•♦tom I►1♦♦�:♦♦•�♦•. • • •• • 1 •.♦111111.1.1.1.1..♦.♦.•.•_•.1_•.1.♦.1.1_1.1.1.•.♦.•.1.•.♦.♦_•.•.•.1.•.•_•.♦_•_♦.•.1.•.•_•_1.1.1_1.•.•_♦_♦.1.1.•.♦_1.•..`1_I�,I,• 1 • 1 11 1•• :• 111 • : • 1 1 1 1 1 • •• 1 1 1 1 11 / �1 '• 1 �1 '• 1 / 1 / • • • • • 1 / 1 - • 1 •1 - • 1 1 • •�I,I►1j♦j♦♦♦j♦j♦♦♦j♦j'� , �,1♦•♦•♦•♦•♦•♦♦•♦•♦♦•♦❖♦•♦•♦•♦•♦•♦•♦•♦•♦•♦♦•♦•♦♦•♦•♦❖♦•♦•♦♦♦♦♦•♦�♦•♦•♦1♦•♦•♦•♦♦♦•♦t'1�. �1�1�•�1�1�•`j�•`I , ���� , •••••y••• •1••. • • • - 11•_♦♦♦♦♦♦•♦ - �♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1_ ♦11111 ♦1. 1i'i'�'� 1••iiiiiii1 t••••�. •♦ �►♦♦♦♦♦1•♦ • 1 i►♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦.♦♦♦1♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦.♦♦♦♦♦1♦♦♦♦�♦♦♦♦1' X111.11.111►111 i iii:•�i�i�i�i�i�i�i�i�i�i�i�i�i•�� ♦�i�i♦iii♦iii♦i� . •♦i♦i� •• 1�♦11♦j♦jl I►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦11 ♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦.♦♦♦1♦1♦♦♦•♦♦♦♦♦♦♦♦♦♦1.♦♦♦♦♦1♦♦♦♦♦1 1•♦♦♦♦♦•♦♦♦1♦♦•♦♦♦�'►♦1♦11 1111111111►1.11 I�•ii++++•+++•+++++++••+•+++i+ii i+il 1 1 •••••••• •• • • • • •11♦♦♦111♦♦III,I►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦11 ♦♦♦♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦ 1♦♦♦♦♦1♦,1 1•♦ 1 .•.1.1.1 ►•�.I' I•• • ♦•••1 I i•♦••♦•♦�•�•i•�♦• • • • • • • • • • ♦♦♦♦♦♦•'.I►♦♦♦♦♦♦♦♦ �►1♦♦1♦♦♦♦♦♦♦.♦♦•♦♦♦♦♦♦ ♦♦�♦ .♦♦♦♦♦ 1 . I-1.1.1_1.•.•.♦.♦.•.� .�. •t♦♦♦♦♦♦♦�•I I♦♦♦1♦♦♦♦11 ♦♦1♦♦♦♦♦♦♦♦♦♦♦1♦♦♦1♦ •.•.•♦♦♦♦♦1 1�1j1�•.11�1 i►.+• • •1 �•.1� ■��� ♦11♦♦♦♦ . ♦♦♦♦♦♦♦.♦♦♦♦♦♦♦•♦♦♦♦ •1"♦♦♦♦1♦♦♦ I ♦111 ►1 ► ♦1 1y 1'•"�•'�1'�►'1'1'1'•' ♦♦♦♦♦♦♦i � � I ►♦♦♦♦♦♦1♦ i►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦1 ♦111•II' I • •• ••I I 'll •1•♦♦1111.11• • - • • - •t1♦♦♦1♦ ♦ ♦11,1►♦♦♦♦♦♦♦♦♦♦♦♦1♦••11 ••♦♦♦♦♦•♦♦•.♦♦♦1♦♦11♦ • •• ♦♦♦♦.♦♦11♦ I ♦111N11 i►i ••i'1 I•♦•1.1.1♦1••♦1♦•�r111.1.1.1 •♦♦♦♦♦♦• ♦ i.1��♦♦♦♦•♦♦ 11♦♦11♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦♦♦♦1♦♦♦1•♦♦1♦♦♦1 •♦♦1•♦♦♦♦♦♦♦♦♦♦♦♦1♦1♦1� •11111.1►�� ���i�i�i���i•�'��ii�i• ,.••i�i� •i�i�♦�1�•�•�i�•'��•�i�i�i ♦♦♦♦♦♦♦.� .♦,'i♦' •♦♦♦♦♦♦♦♦ r♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦♦♦♦♦1♦♦♦1♦♦•♦♦♦♦♦♦♦♦♦♦♦♦1 ♦1111!► •••••�►••••• 1111. �♦♦♦•1♦♦♦1.1♦♦♦• • • • • • 1 1 .�♦♦♦♦♦♦ .♦,,�♦� ♦♦♦♦♦♦♦♦d ♦♦♦♦♦♦ • ♦♦, .♦♦I) 1►♦♦♦♦♦♦1♦♦♦♦♦♦♦♦♦il I ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦11♦♦♦•♦♦♦1♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦1♦♦♦11♦♦♦♦♦♦1♦♦♦♦♦1♦♦♦♦♦♦♦11♦♦11 �1 j►11111111 i.:: •�i�i�i�i�i1 1••••1••••1••♦ • ♦♦•♦♦♦♦♦♦•1♦♦ ♦ ♦♦♦i ♦♦♦�j♦j I ♦ ♦♦1♦♦♦♦♦♦♦ ♦♦1♦♦♦♦1♦♦♦1♦1♦♦1♦•♦1♦♦♦♦1♦♦♦♦ 1 ♦ ►11•.� t������������,.����•�����•�����������I 1•i�i�•�•♦•�•1♦♦♦1►♦♦�♦•i�•�i • ••♦♦♦♦♦�� ♦♦♦�♦♦♦♦I I►♦♦♦j1♦•♦♦j♦♦♦jil « _• '►♦♦♦♦♦♦♦1♦♦♦1�♦�♦ • ♦11♦1♦1♦♦•♦1♦♦♦1♦♦♦♦1♦•♦♦1 ♦..1r� I.:+ii�!i�i�i�i�i�i��i�i�i�i�i��l 1•���•�•�•�����•�•t!���•���� •1♦♦♦•♦♦ ♦♦♦♦.♦♦♦♦♦1 1♦♦♦♦♦♦•♦11 ♦♦♦♦♦♦,♦' • •• ♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦1♦♦♦♦♦♦♦♦/ ♦ I Imo'••••••• .••••••. 1 •••••••••. • 1111♦♦♦•♦♦♦♦♦�� ♦1•♦♦♦♦♦j�♦♦♦♦♦♦♦♦♦♦♦I ►1♦♦�♦♦•♦♦ �.♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦.♦♦♦1♦♦1♦♦.♦♦♦1♦ 1 • •••••••� •••••••I •••••••••••. • • 1 .�►♦♦♦♦♦♦' .�♦♦♦1♦♦♦♦♦♦/ ►♦♦♦�♦A.1.♦ ► •�♦♦1►♦. ♦♦♦♦♦♦♦•♦♦♦♦♦♦1♦♦♦♦♦/♦•1 • L• ��i'ii!i�i�i'i••♦iii♦i'i'i�i�i' 1••1.1.1♦i♦ii♦111.1♦i♦i ♦♦♦. ♦♦•♦11 •• - • X1. 1.♦♦♦♦� • ♦♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦11 ••.1•• I►=•=•••••+•�,•••••••.1 I ••••••••••• . ♦♦1►♦♦♦♦ ♦♦♦♦♦♦1♦♦♦♦♦♦1 ♦♦l ♦♦♦♦•- -• - 1 _,1♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 1♦♦♦♦♦♦♦1♦♦♦1♦♦1♦♦♦♦♦♦♦♦♦♦11♦♦♦1♦♦♦♦♦♦♦♦♦1♦111I_ � •♦11!►11! � ,►�•�•�• •• •••••�•�•�•�� �►•♦•i�ililiii1i/i♦ii ♦♦♦♦1►♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦II 1►♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦il i�♦♦♦♦♦♦♦♦♦♦♦♦♦11♦♦1♦1♦1♦111♦1♦•1•♦1.1♦1♦♦♦1♦♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦♦11♦♦11♦♦♦♦♦♦1♦♦♦•♦♦♦♦1♦11 11.1 ►_1 �� I•••t• ••�•�•t•1 i►•••♦•••1•••••♦•♦•1.1•••♦ ♦ 111•♦1♦♦♦♦'►♦♦ •ice♦♦♦�♦•♦•♦��♦ ♦♦♦1♦♦♦♦♦1 I•• •••1 I ♦•♦•••••••••••♦ � .♦♦♦♦♦♦♦♦♦I 1►j♦♦♦♦♦1♦♦♦11♦♦♦♦11 �►.♦♦♦♦♦♦♦♦♦♦♦♦♦1♦1.♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦1♦♦1♦♦1♦1 � �11jj►j11•j♦j'I 1►iii •��i'I I•i�i�i�ili�i�i�i♦iii�i�i♦iii ♦♦♦♦♦♦�•' ♦♦ .�-♦'♦�;'i♦♦♦♦♦♦♦♦♦I ►♦♦♦♦♦♦♦♦ i�♦♦♦♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦1♦♦1♦♦ 1 ♦11•►11.1 ►• ♦. ••••1•••••••••♦ ♦�•.♦♦♦♦♦♦♦♦♦1♦�►��♦��•�♦♦♦♦ i♦♦♦♦♦♦♦♦♦♦I I♦♦♦♦♦♦♦♦11 •• ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦♦♦1 ♦•111.11 i •• • • ••1 I •••••••••♦•••• ♦♦♦♦♦♦♦• •♦• ♦♦♦♦I 1►♦♦♦♦j♦j♦j♦j♦j♦j♦il �►♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦1 ♦1••►••1.1111 i►•��i.• ••��i�i1 I•�•�i♦i�•�i�i�♦�i!i�1���1♦1 ♦t♦♦♦♦♦♦ ♦♦♦♦ • • •1 ♦♦♦♦ ►♦♦♦♦♦♦♦♦1 �►♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦/ 1 ►1111111' �►�ii�i+i+ ► i••i�i�i�i ♦♦♦♦•♦♦�• ♦1♦1► ♦♦♦11 I.♦♦♦♦♦♦♦♦♦♦1.1.11! ♦1.♦♦♦•♦♦ ♦1♦♦♦♦♦♦♦♦1♦♦ 1 ♦ • 111.11 i 1111• •••••�1 •••••••••♦••♦♦ • •• • ♦♦•♦♦1♦. ."♦♦♦♦♦ ♦♦♦♦•� ♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦1. •111 1111♦ 1.111• ��•••••••• ►••1•• • 1 : / •�♦♦♦♦♦♦ ♦♦♦♦♦�►♦♦ 1 •• ♦♦♦ �I►�♦�♦�♦♦♦♦♦♦♦♦♦♦♦il �►♦♦♦♦♦♦♦♦♦♦I •• • • - • ♦♦♦♦.♦1♦♦♦♦♦♦ . ♦ ►111. i���♦����►��•���.���.�������•�������It •%i♦i♦i♦i♦i♦ice% ili♦i♦ii♦ • 1 1 1♦♦♦1♦♦ �♦♦♦1♦♦ ►♦• •♦♦♦/ 1►♦♦♦♦♦♦♦♦ It♦♦♦♦♦♦♦♦♦ _ ♦♦♦♦1♦♦♦♦♦♦♦♦ 1 ♦ 111.11 ►•••,.•••••••••••••q I 11.11♦ •••••� .11♦♦11••♦1♦♦♦���.♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦��►♦♦♦♦ 1 1 1 •••1♦♦♦♦11 I►♦♦♦♦♦♦♦♦♦♦11♦1♦j�I ��♦1.♦♦♦1♦♦ • • ♦♦♦1 1♦♦1♦♦♦♦♦ 1 ��1 ►�111j1111 1'i�i�i�•�i�i�i�i�i�i�i�i�i�i�i�i�i�i'1 1•�i�i♦i�i�i�i�ili'ii�i�• •111♦•♦♦ ♦♦♦♦♦♦♦♦• 1►♦♦ ♦1♦♦/ ♦♦♦♦♦•♦♦♦♦ ♦•♦/♦♦1♦/♦♦♦11 ►.♦ .••••••••••••••. I ••••••••••♦ ♦1♦ - • -_ • •• •♦♦•♦♦♦♦ ♦♦♦♦♦♦♦♦♦ ♦♦♦ • ♦♦♦♦I I►♦♦1♦♦♦♦♦♦♦♦♦111♦11 •1 • • ♦♦♦♦♦1♦♦♦♦♦1♦1♦♦♦♦Ii 1 . !.1/1 1•1 11.1♦♦1♦♦1♦♦♦♦♦111♦1♦♦♦♦••♦♦11 ♦•♦•1♦j►11♦111111 ►+••� 1+111++++•+++1111+++••++•+••+�� ' I•i+i+i+iii1i1i1i►;1.11111+i••• ♦♦♦♦♦♦♦• .♦♦♦♦♦♦♦♦♦ ♦♦ ♦ ♦♦•♦11 I►1♦♦♦♦♦1♦1♦♦♦1♦•♦1 �►1♦♦1♦♦♦1♦♦ ♦♦�1♦♦♦•♦1♦♦♦♦♦♦♦1♦♦1♦♦ 1 �•♦ ►11111 i ••••••••••••••.••• � •••••••�•.1•••••• .�♦♦1♦♦♦' •♦♦♦♦♦♦♦♦♦ ♦ ♦ ♦•♦♦ ♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦/♦♦♦♦♦♦♦♦♦♦♦♦♦•♦1 •1111•♦ ••►•••••••••••••••1 •••♦♦♦♦♦ •♦♦♦♦♦♦♦♦♦♦ ♦ �♦ ♦1♦♦11 I►♦♦♦♦♦♦♦♦♦♦♦1♦♦♦♦�I ' : '1 1• - ► ♦.��1•►11.11 I►�i i�i�i�i�i�i�i�i�i�ii�i�i�i�i�i�il 1•�i�i�i♦i�i�•:♦moi♦i�1♦iii♦i�i�i ♦ • ♦♦1♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1•♦♦1♦•♦•1♦1♦1♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦1♦♦♦♦♦♦1♦♦♦♦♦/1♦♦♦♦♦♦11♦♦♦♦♦♦♦11 ♦♦111.�►1♦11111i i • ••••••••••••••••t 1 . I ♦•••♦: •1••♦♦••• .�♦•♦♦♦♦ •�♦♦1♦♦♦♦♦♦1• �.♦♦ ♦♦♦• 1♦♦♦♦♦♦♦♦+ i►♦♦♦♦♦♦♦11♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦11♦♦♦♦1♦11♦♦♦♦1♦♦♦♦♦♦♦♦t•♦♦♦♦11♦♦♦•••♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦♦11♦♦♦♦11 1•♦111111!►��111� �_. ••••••••••••••••+• .11♦1i•�•♦•♦•♦•••♦•1.1•♦•♦•♦••••i ♦♦♦♦♦/ , ♦♦♦♦♦♦• •♦♦♦♦♦♦♦♦♦•♦♦♦ ♦♦♦♦ •1♦♦111111♦•♦♦1,,1•.111111. , 'l• ♦♦♦♦♦♦♦♦♦1♦♦♦•♦♦•♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦ I'' ♦1.1•♦ ♦ I' ���� ,!I ♦ •1•♦•1•••••♦•• • 1♦i♦i♦i♦i♦cilli♦i♦ice'.�♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i1i♦i♦i♦i/i1i1• ►♦♦♦♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�'� - ••i♦i♦i♦i♦i w 1►♦i1i♦i1i♦i♦i♦i1i♦i♦i♦i♦i♦i♦i♦•♦ ♦♦ �♦II,�I •♦♦♦♦ ♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ I • • • . 1 • •1♦♦♦Ii I:�:�'♦♦♦1♦1/1 1 1♦ - •1111♦♦♦♦♦♦♦♦♦♦i►♦♦♦♦♦♦�• : • 1 • 1 1 • • ' 1 , 1♦j♦♦♦j Ij♦♦♦♦♦♦♦♦♦♦♦♦1♦♦♦1♦♦111♦♦1♦♦��♦♦♦♦♦♦♦♦♦♦♦1♦♦♦♦1i►♦���• - 1�•♦♦♦♦♦jl IQW,♦♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦1♦♦� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1♦♦♦�.♦ • • 1 •1♦1•♦♦♦♦� '�♦♦♦♦♦1♦♦♦♦1•♦1♦♦•11♦♦1(11♦♦♦1♦♦♦111♦♦♦1♦�•� • • ' 1 • - : � � � � � « • 1• •i��.,♦♦♦11 I�1♦♦♦♦♦♦1♦♦♦♦♦,�,♦♦♦♦♦♦♦♦♦♦�♦ . • • • 1 i • ♦♦♦♦♦11 ♦♦♦♦♦� ♦♦♦♦ ROK • ♦111♦�1�♦♦j♦♦�I �!11•� 1 • • • • 1 1 ► • ! r ► . r • r � 1 -I - 1 • •1• - I I: .