Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
926-D
GENERAL NOTES 1, All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard Specifications for Public Works NOTES e3.1•.r�olz• • I®-3trbots,A.L', NOTE Construction - current edition. Contractor shall be famili with and shall be £�'�'"�e0"'P'•tlt"°'' fh' t, GSt r7lA T10N, I. DESIGNATION A. (contloub"l__- Ca loroNorr lie 1!' L bMlobh Yer1`mMe Ye�rassne _�'-_O• A -��- -�A ZH 6A IN NO. .SILALL BE CASE A WITH ONE GRATE, YNLESS responsible for adherence to these Stand^rds and Specifications. �"'-'--------"r-- --*--- ---t-----'}' 1 - __ 1 I IlAs.egb nrl!As reQd OY no of I D 1 - I ,��- Lucol de pressiow for Catch Eofm Ns 0 and Na 7 shoN t,e CASE A YMlff m �o D OTHERWISE SHOWN ON TIiC GENERAL PLAN. �f _- - e e DOsrnsl ( other Shown on the general plan � � - ' ---L-----1-- ---1--- ---�-- ---I------!IT • I - - - - - r AnMorpe,D 2. Ani`Leta etatsfHtn ror Cafcn BafVl NO 1 thOt1 16 CASE 1 wless olhetwoe I �.-7 �- - I AD (TIOt1AL GRATINGS MAT DC SPECIFIED AS REQVIREO. GRATINf3 2. All pipelines or substruc'ures'of any kind, telephone o-. power poles, water meters, - - r-- Da,.el,� n,, „ R NQ 1 023? AND SUPPORT ASSEMBLIES ARE TO BE POSITIONED AS REQUIRED I �Pant A ft pt 61 1 /•YWr/g�l 'Errs/ar shown Dn the general plan. � I _ __ JI BY STD. DWGS 2-D 2.1 AND 2-D.1S, valves, fir3 hydrants, etc. shown or not shown oil these plc-ns within the �� 1 , s 1 _ - - _ ,I 1 openpropoted ! CRETE Dlsl�n,1�=3000 psi tonfyNefuYe strength of Yt!eoTf .nrh o I s• CONNECTOR PIPES: right-of-way limits or in adjacent areas where i m rovemant war is to be done ser A►G1`0Ae _ I °pe�nv • �' ( 1 two and /r!. __-- - `�T_ - - ] YA N ANY ALJ GyMF1tT AROUND TiIE WALLS OF TtIL MAtN g y P p•Q_ sa fiude Wo,ef 1 £N_ �r0,t,< - I min Unum required M,cfnrsf of B mthlf 13 IJ Iu[SlN CHAMBER AS SIfOWN ON IIIE GENERAL PLAN. PPC shall be removed, relocated or protected in place as re.;uired at _ho cos: to the 1 - :L-- �--� - ' sIIAL r• lfOd4 T--" --- - IG The street-sdt edges OI The local depression sho"Conform to Mt tl,shnq Slrttl _-- a -r^ t L BE T �_+ ----- ,�, i Y TR U.[MED TO TIIC FINAL SRAPE AND tENGT]I BEFORE 7T1E PLaCCId ENT �,d ��, i i rs,ep w Dw¢ I, -AanL per O+Q o t 0131 •-flow OF CONCRETE. I twlace or to elevations shorn In Ine general plop i -��� I No 2-096 and Anchor T 1 1`0 a. NCRETt, D'SICi, Pc11,000 p1 COMPRESSIVE STRCNGT71 A7 26 DAYS. City of Rancho Cucamonga. Pan/ '°��^/� %� �- ' 3 QMENSIONSa CASES A a C (unless olhefwtst shown) 3. Any contractor performing work on this pt shall familiari�s hi nself with t. I_�A%.orr_e ReorA _ „l l �` ,s« hole r Points A anJ B thea D. fa al z 1`n/lief DtTaW Int e.IfNn Yttar ode 1 NDA, F OF 111E BASIN SHALL SLOPE FROM ALL MALLS 70 TIIC g g g1` �- �- , OUTLET AND SHALL DE GIVEN ASTEEL-TROw£LtD FIlrISH SURFACE. "'� PDM( C !hall Dt set wllh IM tome rift OS-Int IOhn Se! Seclk'n D•D I` 1 �7• I + --4 todvil STREET-SIDE WALLS OF TILE BASIN SHALL BE POURED TO THE I D /j/O'Ifl/pOS41l grating 21 1 T I I fide ELEVATION OF TIL ADJACENT LOCAL DEPRESSION OR STREET the site and sthull be soley responsible for any da)rage to existing facilities resulting PLAN d,menf,On,L,is rel•)led to The number of gfolet. T I + _1L SURFACE. CURVATURE OF nIE SILL AND SIDE WALLS AT THE GUTTER 1 OPENING SHALL BE FORMED BY CURVED FORMS;AND ALL EXPOSL:D {, NO o(grafe� Id-ft! Na Of O�O�� 110 _ alp _ _ _dome alr^ar Darn E[.GES, OR CORNERS. AND CONCRETE TO METAL FRAME EDGL:S directly or indirectly from ILLS operations, whether or chat Such facilitiC. are ,1 1 T 3 IQ L° PR•ON , WA[[ s �1 1-� I O/O�d+0I/Jn/l SIIALL BE GIVE I/.'RADIUS EDGER FIN•S}L SURFACE OF ALL shown on these plans. SetL NO t 0/091 ASE A 2 It --- • EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE• COLOR, P 1_ __Q _ I tS pinD-¢No2-WZ•' AND FINISH TO THE EXLSTING• OR PROPOSED. CURB AND WALK •--� fi•4'-O. Of1d K-3•-D ('l_ kVA AWACCNT TO THE BASIN. L• -- - L \�-S-_.}._�w►ro�h-__.. _,�..__K__... CASE �(uMtsf otherwise shown 1 L I I A 1 I DETAIL OF END S. REIN FOR CEMENT, (STANDARD DRAWING NO. 2-D ITA) 4. A permit shall be obtained from the Cit of Rancho Cucamonga Engineering I - - -_'1__ A„ `1 I - y Cucamonga 6• g eqb by of 1 POYtIt A and 8 Sh 011 Dt fel OI A to below 1114 elyfMg guitar 91`046. I L. f s` v,a!L r3P S!,kB-AS REOC:RED ON _TIC STRUCTURAL PLAN. WALLS AND 1 - -- --__----__.------_•--•.-- ----.---- FLOORS-AS REQUIRED Bl'STANLARD DRAWING NO. 2-D 112. Department prior to any encroachment or construction within City of Rancho 1 + F -----1 1 t K•3'0%L-6'•0';U•121nthts'.P'121nchts(S•4.0');P•IB,ncheslS•Il•D 1 r--- REINFORCEMENT IN FRDNr WALL, END WALLS AND FLOOR SHALL c1`- r-------I---- I � _ Cucamonga easement or right-of-way. ` _ , , I I 1 1 /•� G•4'•0 (fat dimension S ,ftt Standard D1`o•.,ng NO 2 OIO9) STRUCTURAL PLAN BC PLR GRATING BASIN REINFORCEMENT EMFNT WITH BASIN OPENING•C. 1 1 Points M and H Shall be on a straight 9/0de,ond on flit slfttl cross-s14Pe RELNFORCCMENT IN BACK WALL AND SWEEPER SHALL DE PER CURB !CY'O OPENING BASIN WITII BASIN OPENING• W AND S. RESPECTIVELY. R GFNERAL; - '— 1 �- t• DIM FUSIONS: CURB TACE AT TILE CA TCN BAST N OP ENING III IA LL BE AS FLOW 5• Compaction tests of embankment consti•ucticn, trench backfill, compactingOri coal I �- 1Lit I - For Special delalls oYe,mn the construction Of the local dcMilss.on On O g pot __Tt5UTAZV by STD. DW[S. NOS. 2•D 1f6 AND 2-D 4IS OR AS SHOWN ON P g• LO` , - Point A I Pant B�( point B-r l 9 0 �j�—_ �foce P/o/r and Ope fa�e , I I I 1 vertical Cufvt,6ee the general plan. II pw No 1-D?3? HL GENEMLPL.AN. ground and all sue-grades shall be perf.,....zd at no cost to the City of Rancho I I , I ► s oR As sllowN oar THC GEN LRAL PUN. I 1 I I l £lffl or proposed Where no curb eslsts,lhe curb face(C.F)Shull be lurches unless OflMwfft 11 M, 6' N•O INCHES WIZEN NO L.AD. IS USED. Cucamonga. A written report with these compaction tests shall be submitted GI tart O�\t� Ir (,10 ' '1 L---T-1 == ={ I1 / lG terra Ond 04,/1/ shown on the generol pion Such curbs shall D! contlrucltd 14 In! ends Of ��� a -F/Ome and GIO/in¢ � i . ` I `- r GRATING/e 1'OR ONE GRATING:ADD -f W11"FOR EACH ADDITIONAL to the Cit Engineer for approval prior to the placement of base materials and/or ' ,Le , __-- } N ' 'en,e, s� � ,. .i a,,1` City g PP P P the local deloessl0n,and Ins curb section shall Conform to Ino! or Jnr 1•f INcurs IF V.s'-w OR LESS; L. e LNcrl1`s Is Y.f'.l OR MORE, 1 S Id f Ine 1 ',l Ass,,W f _p�D+p hh 10777 ;� wh moi/ V.t'-1••OR AS SHOWN ON IHE GENERAL PLAN TO V. s'.,•, MINIMUM. f��-���- Pahl M I r D••v • surfacing. - _1_ -1 controlling agency. til � `Rocha Balls--� t•f'-e", cwsE A: 5• ll'-0", CASE B, W .c[S. 1 No.2.0_27---� f T.VARLRbLE TO V-f••. HAX:MUM. �/(k»4 j ,���• _. �n/ronci h►ocA_ _- L-Es�l ReocA�J -•�Sn No/e t I 6 ioll�s- . - -� �.__ ---•-I yet'- 1. EPSe 1STANDARU DRAWING N0. 2-D 1f► TO V-0•'(INCL.t. PLACE ONE STIP 12 INCHES AISOVL TILE FLOOR or G. When imprwemEnts are to be placed on native soil which consists of a rocky �Q4 / a1`!Plb�r openi/1p and suppler► ME BASIN' material, the sub-grades shall be prepared by removing all rocks which protrude �'ft a �t�� P L A N Ld v 8 V OVER 1'-0'. PLACE STEPS AT I2-INCtI INTERVALS FROM THE F100R • y „ Salf pe,Dwp.NQ 1-D?3? Or TILE BASIN WITII TIIE TOP STEP AT 12 INCITES(MINIMUM)bELOW above the SU rade and all voids or depi essionS shall be filled with 8 fine grade �fLp /� GAS E Ij ',a. r-- J ' TIIE TOP OF TIIE GRATE. CONSTRUCT STEPS ON L BONY WALL WIIEH P t7 1,' G �11• I �\=—�'- *11• r- I --Pro/ecrron BQr per OwO.NQ t-0/7S. CONNECTOR PIPE IS ALIGNED TO DOWNSTREAM END WALL material of a quality better than the native material. --i.Street sw/ace p i - ' , i 1 �� P M--" L ' - - 1 i i -- ---- Su sedts drawing of the swot number doled :�:.��. 3 , L �CF►K —1- [D swloce , r ( �� Ir. f I --�, a J-o• 1 psi g tl I..• .� 1 - —— I Sipa seobs drown of the some nt mbef Doles r . 1 �_ �' - °�- Seal 1958 -------- R::M1..A =1`J_ 7. Estimate of quantities provided by the Engineer only for the convenience of 'lcpnr �'�. i. + r L I ' 1 t- -+ -+- ----n 1 ;-_. ; ''? ' _ I LOS ANGELES COUNTY ------F'— ___ _ __•_I_ _ __I Pvm,B�1 ___-__�_-__lam_ _ LOS ANGELES COUNTY L------- _J -�-- --;from'ondGrolirfo FLOOD CONTROL, DISTRICT the developer, the contractor shall make ills Own determination Of construction I, tTIfI1hULL1 :I 1 _ __ FLOOD CONTROL DISTRICT r - �J 1perDwgNo1-0277 quantities before submitting a bid. Any item of work required 3y these plans t ` P"^/s • ,'.j.ocvtfeepressw LOW( Pan1A I ape^^v l PanlA IFL ', SECTION 8-13 2' -i z=1• I ____-•;e,*bets CATCH BASIN NO. 6 �;. , s4rloL'e $_tr9T r_-slrevr for i- shore SLIT- / r LOCAL DEPRESSION _ _= J �I 1'" 4 rev'd which is not specifically listed in the estimate of quantities shaA be considered - I ¢lade erode , G,a,,nv #rode frod. i -- ® 3s►z'tr I oI •• PLAN SECTION •!Ls included in the other items of work. G, -- �'Esrs/orprefarseef N 0. 3 •4. 1`z' PLAN, Po,nl C ,- Pan,C' v S E C T I n N D-D 1 yfpe1 s/ra,o>,►I_� %y�ove t ew0 and guI►n QO ••. • RevlsloNs slope or,Nel, - - I •„7�- O a DETAILS FOR GRATING H L H .... ..,. _ , i REVISIONS -L ---- 1 1- 8. City approval of plans does not relieve the developer fror._ responsibility for ..<..... f.n� ,r �, I _-_ _. the correction °w'! _ _•' �_'« S�EMa»t�� D �_s..Np!er r....• CATCH BASINS- WH s4 o &+A00 c- wl �-��� DETAIL OF DOWEL r ,3 - of error and omission discovered during construction. Upon request .. •• -•• D _ • 1 e �, •, .— _,-• _ �Cc- .-�'_ the required plan revisions shall be promptly submitted to the City Engineer Qwli PLAN _, _ mi d = —•• �, r '� '4 AIWA ....,..... � y7. for approval. CASE HCH 'w••�•••:•'-�� �'�- — 6 J P u� t-.en +►.>,.a.w�s Subp.oae B 2•�-Anrrnure cmneNions iis>r�^ vp',or,ol DWG. NO. f-�109��' -G J P F; ,1— per.Ow; No ?-DZ?4 tc Ls oAtc - - -- SECTION A-A NONE s-1`s- E/ SCAle DAT[ DWG. NO. 2-D248 CWH- e.,r,,T 1 or 1 9. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, cwN _ NONE s Is f„fe1 , or , throughout construction. Site shall be cleaned upon request of the inspector. 10. All storm drain pipe bedding shall be per City of Rancho Cucamonga Standard Draw -T 513, Case 1. ll. Contact all Utility .ompanfes as required, 48 hours prior to excavation. Provided ...s l'� I for your convenience are the following: , • SHGdREp (t'1`?1 I i A. General Telephone (800) 422-4133 - { 3 ' i E i '�! T t { -� gip. i %+�• for underground service SECTION C-C p II I I1 }•R B. Cucamonga County Water District (714) 987-2591 ENO SPACERS GRATE 11 T" 9641 San Bernardino Road . � �' .A..�1`l' •'+c 3'zi x sal ArcLE7 Rancho Cucamonga, CA 91730 �� -' i `�"I FR OM^ G TTY Of LOS AAJ4IE�ES " ,filR ` �12"Nominal Rocks -T=L 7� "� ?l_1` t- II Tib -T MODEL STUDY OF 1)SICYCLE PROOF �*4rEJ'R ExiS)in oe `a Now line i E _ .� r f ► I 9 -�--T- 12. All pipe lengths are horizontal projections (not true lengths of pipe). The (or as deli nated b . q Y I . I � II ►, Contractor shall determine true length of pipe. the EI�9lnear) ! �, ��, -!• C II c 1: I • 1 � l i I I I) I I I I I 111 I � II � � X12"Norni:,al Rocks in I I ,! I I 111 0 � Class •8' Concrelc III; , �1 p� I A i'or'Splash Pad I ( II III III (i I it 111 IIm I „. I I I I ,I I I . W f .� )w I r ' IcAT� GRATA I . ©S ��(�,�lf SECTION A-A _Z�, W FA3� ,I �Yr ,�yt o i Wei < 1111111 11111111►11111111 11`+l• J I 1` W o PE fl� AIL A (� I - - -- - 1 1111111I I q i�bars � 18'O.C. ' c< ' 1 !111 (II111I1,111)IIII1 .1 . 1) I 1`Mo : liF I r I l — � _ _ I I _ ,gy =m RIGHT. — Aeo✓ r I R i � t ..now �j u 4 i a I A- ALTERNATE SECTION A-A �- REINFORCED CONCRETE SLAB ON A SLOPE IN UEU OF RUBBLE .f- ------`--_ j _T I . =121 ' .- -• d'1 3'x11 x 362' ANGLE --i b I I ' I� I PHASE I PHASE It 1 - MODIFlEO '^-+- ' TYPICAL �j' CONSTRUCTfON NOTES dt QIIANTITY OPINION QUANTITY QUANTITY TOTAL - .�I TYPIca D Iz i .— � '' 4 I ' PLAN A= 9�; - F(.ow /"To 6As>•nr •- .� �' ' :s f � �-.•-1 - 1 1. CONSTRUCT 54" RCP (1500-D) 122 LF — 122 LF B = G C-10' h=O.f' N: 6• PLAN I ' I �p TOTAL 4046TH = /Z A 2 CONSTRUCT 4811 RCP (1000-D) 93 LF& 1'54 LF& Top of'' bank or levee I �- �f I I -IN SECTION a•A I 61 LF M - CENTER SUPPORT ASSEMBLY i I 1 I 3 ONSTRUCT 42" RCP (1000-D) 4 LF 4 LF Iie:l Slope (As Shown) Others to —1• 4 DELETED ba ae Approved b the Engineer. SAN dERNARDINO COUNTY I �' ti _ *---1. r 5 DELETED — y 9 FLOOD CONTROL DISTRICT --- - TL �'-r �:_ i r NOTES �i p H s ' REVISIONS OWN. 8Y DATE �aca� - I • �N 1- CENTER SUPPORT ASSEMdtY SMALL BE USED I SrAcIU4 0 6a—CONSTRUCT 30" ACP (1250-D) 62 LF 68 LF 130 LF _ + 1 _ ' Typ. 7 CONSTRUCT JUNCTION STUCTURE 4' PER STD. NO. 508 1 EA — E "t�nq +O` = I w►.EN iw0 OR (..ORE GRATINGS .RE sPEclFlco r " 1 EA flow line --12' „I I PLaN NORMAL ' 2• ALL Bars USED IN CENTER Sul,,os Ir SHALL of I'z 2 - `4 8 CONSTRUCT MANHOLE B PER STD. NO. 511 2 EA -= 2 EA Pto . Pipe 11-1-155 C.B. 10/18/63 a 1; I OF FLOW --�z'I-� z. FRAME MAY BE RIVETED OR WELDED CpuIVTEf SIAL k NttTS A S 9 CONSTRUCT CATCH BASIN NO. 6 PER L.A.C.F.C.D. STD. �, C.O. Wall Dim. lu•13.7t SEE NOTE NO z I' of Flow ,_t• e, BOLTS (NOT RIVETS OR WELDS) SHALL BE L o Flow Lint FILE N0. / N USED TO JOIN TWO OR %$LAE FRAMES TOGETHER N!✓Ct;S5++4lGY tpORD�t Tp AT PLAN NO. 2 -D109 WITH CASE "B" LOCAL DEPRESSION AND 1`o THE 'H. BEAM. 12" <ubbla ,�-L. S• DETAIL OF SPACERS SHOWS FINISHED Ql). DOSS NO1-EXCEEO 2',f�" PER PLAN NO. 2-D 248. (SEE NOTE BELOW) ; EA 2 EA ' 5 EA Batik Pro+action f i° S.P. 183-A 1 DIMENSIONS 10 CONSTRUCT BRICK & MORTAR PLUG 2 EA 1 EA 3 EA cl o B- ALL PARTS, EA PT S Be OF STRUCTURAL !;RAO[ 11 CONSTRUCT PIPE OUTLET PER DETAIL HEREON 1 EA — 1 EA _T 8f OF EXCEPT SPACERS, WHICH MAY. .� I aE OF EITHER CAST IRON OR STEEL. 12 REMOVE AND REPLACE EXIST. A.C. DITCH 200 SF — 200 SF T• ALL =_x TOR METAL PARTS SHALL . MACHINING. e � 12' 11E0 PRIOR TO AS3EM@lY. WELDING. MACHINING, 13 REMOVE AND REPLACE EXIST. A.C. PAVEMENT 1257 SF 1070 SF 2327 SF ,• AND DRILLING SHALL SE RE I` 9EFCRE fMEN-Y- ELEvaTION ---��-•--T MNG. ALL DIMENSIONS ARE FINIShEO OIMEN- 14REMOVE AND REPLACE EXIST. CURB AND GUTTER 30 LF 20 LF 50 LF a SECTION B-8Z_8'N•11.9 H•$CAM • 45'LONG FOR CATCH BASIN NO. 34 • TUTS AND INCLUDE SECURE GALVANIZING 15 REMOVE EXIST CURB AND GUTTER 22 LF 22 LF 44 LF A bars 4) 19"O.C. B• NUTS USED TO SECURE GRATING BARS MAY BE 16 REMOVE BRICK & MORTAR PLUG FOR PHASE II 36'ioNG FOR CATCH aASIN rfo. 37 HELD rlcMr BY PEENING THREADS OR OTHER Flow Lina SUITABLE MEANS IN LIEU OF TACK WELDS. CONSTRUCTION — 1 EA 1 EA � ••OA'MAG>:< DO�riALY.sNIZING SHALL BE REPAIRED IN AN APPROVED MANLIER. DEPARTMENT OF PUBLIC WORKS �ARAfR �,ErAvfO :•r Or ,JS evGE_ES A=0 CUf- i STANOtRO PL4N a r VickII DETAILS OF PIPE THRU FRAME AND GRATING FOR CATCH BASINS S- 342- 1 all !around Bank Proteclion ALTERNATE TRAPEZOIDAL EARTH CHANNEL SS hriEB x9 2 -1973 AEVIS10NS SUPERSEDES REFERENCES NOTE: ALL CATCH BASIN NO. 6'S SHALL BE FURNISHED WITH CITY Ft:INFORCEO CONCRETE SLAB oArt xscernof Iry tart A cin ENCIR a �a36 _-���, ���-- • IQ REVISED QUANTITIES PHASE I 10-13-86 CN SLOPE IN LIEU OF RUBBLE - _ -- „� • 4- �;-�.L..s-3su OF LOS ANGELES GRATE AND FRAME (STD. S-342-1) AS II II WDIFtf;DON DETAIL HEREON OR APPROVED EQUIVALENT. IL /10 .off 197 GRATE G DESCRIPTION OF REVISION DATE CITY ALL GRATES MUST BE ".BICYCLE PROOF" lg,,, ���; �_ APPROVE -. PE- .ULT INDEX •ItlfrdEA a ,_TS CITY OF RANCHO CUCAMONGA : f^ I_'..1`' - - - 51•I;ET I .:F i Sr.E:TS �t�` 11V PLAN AND PROFILE `64� t:• te,t MASTER PLAN LINE 3H STORM DRAIN R,. I HAVEN AVENUE N/0 BANYON STREET ft Of CALtFa�\ APPROVED BY DATE CITY ENGINEER R.C.E.NO.23889 ., BENCH MARK DESIGN RECOMM NDED CITY OF RANCHO CUCAMONGA J L - CML ENGINEERING B.M. #85 - t ,, LAND SURVEYING CLLR. "t]" SE CURB RET., SOUTH DRAWN r y ' ., LAND PUNNING SHEET ENTRANCE TO C11AFFEY COLLEGE, D S K vi. 6 (A, 46140!Je� 91786 • (714)94b9919 2 EAST' SIDE OF HAVEN AVENUE 4 48022 CHECKED -� `` C.E NO, ELEVATION 1688.751 i AW i ? DRAWING NO. I;W DATE FILE NO. 926 0 - - . - . 11 - � I - - - . '� 1k - - - -�% . - ___ ___ - � __-___ ____ -_ - - I __-1-__ -_- � - -11 -1 �_I .- . - - - - �-- -_______ - - - - - I .--- - -__ �----"-- ___ - - I - -- I -- - I I ___-.-___ .----;�,---_ - __--"--,- __-__ - __ __.------I- I_—�___ . I .- I ___ . __- _4____-- - __--___-__ - _�_-- ,� ; _____ ___ . .I% I - I I . . . I k- - . . . I N ,.� . I . .. .... I...... ..... ...... ........I'll............ ... I i_.,- ......�i :,wii � �:-. .. .. �:::� .. I ...1 .....� ..... 1. - . -I �. ...... -- �� I... ", ....... _ ��. ...... I'll .....- I...11 .-��-11...... 11 11.. . - - --... ���... ...�__. I I � I.1 I � .1 -.11. .1.. ....�� I I..., .11.. - . .. I I - ,:,,.,:: _i .i....* - "I �� ..�...... ..... ... . ... ��� 1. __ _._ -- 11- 11 _.q�*� ,.... .......... .�::.... ,......... � ,�i-- ......., ..,..... I� ::..,. I.........,�...��: ....*----- ..- sm ._...mm �...�_': �"__... ��'.'-_..I-.. ...........-1-1. 1*11 '.. '..7... :.. ...... :..wi.� ....�i�� '... i�� .. . - - , m�� , _11 '..... ,, . : -. ., - I I v � .- ��.. .... I.. : , I- . I...---�...... - ..11... ..... ..... ...-. ... . . I ... qr_.. 11.... ....I I.. . F... .. - ,... .1_,.:::.. :*..�-::.-..-,:�.._': �---.....-� ...I I -11-11 ... .___... -I...... -I.. ....- �� I ...., ....I ..... I..... ... � I.. . - :i . . . . .. : . - I I i ....... I ...... I... .I....-... I......., ........ .- .- �..... 11 .. ..�� -1. .....11 ... - - �... I... _ -_,..�,, -- "'- , � -- , .. - I . .1. .. .... . - . . .�. i I I I I i - �. . . --- I - _.11 .. -. _.- _-___ - -.-+.-.�__l - -,- . .. - - _... ... - - _i _ - .._....... .... ..L 'iL..i ..� I - 4......., .....d .. .. . - ...� , -_ I... ..... I I 11�� �� I.. �... ..." -�. �.,...1r...... I t - - I- _.___.... 11... .1-1 .___, - �- .� � ___ - ---- --__ - -- -- - -__- -__ .1- -__ _7 L A ....... ..... -.- ,t ; " ... ....�� , , .... 11 I .. .. .. , . ��. �: . : ,,��W..�,. .......rrrr -.. ..- -��� .I..I.I.. I I. ..�� �....... .�11 I. . �..� ..I. 11...... 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 . ::-�-,:m - �. ::, *... I.. � ,,., I...�__ I.I.I.- .. - *:: .I.I.... ...i* ..._...., .... ,,.., : -1 in :.:.71 I � _ ... ., -A � .- .. ..I. ��.I....�._.. ,.'."" _.., �...�� --_-f, ......� I I I I.... .......a I...... ... q m.�., I . � .-.,� - - t I. . 4 . .... 11�� . ; ...I I.z . 11: ' - 11 _ 4 .1 -11. . - .I I -11 r�� I . j:- I *_.m7_'T.i' . * _'...... ___�_' .., , . -, i.:A.....�:,� __:- .1-1 ...w .. -V..-..T. :.--_-_-j.-.._-: � - I..... __ _ :, -_::_ ----- , - I :: i :� flohm I 40 11,......� - . .... . . I...... I . . . 1. , 4 - .., :,_ , � .. -I...... ...- ... . I.�I.r-r.I..--'...�-' . 4--.- - -_��41..__L�_. ....:.. .� -.a_11�i .-f .-.... I ..� . .I�� .. r I.I .t . .-� I. ... �..... ... . + I.- _71- 1-%*, --.....r-....... ....11 I...:.�..r , __�",:: ::: - I - --- .�. .I r� ... .I.r. . I...I. .... .�.. ... 11 r.. - 11 11 r.... � � - I. 7 '.��� .. .. f� '�7, 7, � 4- 4 d-1- -i..--- ... .-._f�_ �__ � - , � . . I : I � ... r.. - . I -. -.-�...... - -r I I . - I....I.................. ...r.I.......... r.......I r I'll ...11 I-.. �.-... - .... �..I I.�I ...� I._I i...ii,�. ....... _:�.. �......i ... .. - r....Ir I - �� , .....I... .... . .�.........I-I...::: ...... �...11 .... ... q : r- I - .. - �.�. . ... ...I . .r 11. � � I ; _',:: . -- - ------,.-- -* - �_. r .'. .. .... _. i ... ��1h T �'-'^ .... .....I . .- tl-11 I ..1 I __ __ t __ I .__"__ ._:m._-._.4 .� r-t��.� ..71..,.1 .... �t 1� '.�71'1 �_ A-::..... ��i 7__: -f=ff �QF I A� 4G - t�. , .� --r... - -.. ...� I....'......,._..........�....'....",......- - - - I - tz:. I -1 . , -.1 ... I . I...� . ...11 ...I .. � . - 1. .. I.. i - 4 . - - _ ...:: I I.. I.....I I.... ... - :::: .-4:::"--�':r::- j.. - :..:::I ..--::: '�,:::. ,�: 1:*, -A - - , �4 . .1. .... ....11 .. _ ... r . 3 - . I �. - '_i..._1_.. . ."I. .. , r r -1. �... ...I.. ..r . ,:.: - I �m i . - I - _"�,::: ma:.... :::. 1," * 4f- r I .� :,:.. -6 .r. .....-.. ._ ..... i._..1 .1 jr-, � ...�_I � - ....I m # 8 . . ......-. ..r .. ....11 .. _r....... I- ..I-11 I.1. - ��i r ..I, � , r- ...- .-- .- -..�-.,--.. -----4 . . r I. �... . __L I I I I i - .-- ... ., --t .- .-I I 1.-.I. .... � � -�.. ...-.,.-.. I.. 0.-.--.. -. t,'_j r� I., ' t, - - � -11.i-.- -+.. ..... . �r-��. -:. -.. . 4- -4 I I-I I.--0-I.. -----......- .�-�. . r .i. I..11 .. �. rr .I.� .r r--... I r ..�I ..r r . �.r r . 11.....I- I�.. I�� I+ I I ..I-1 I�. .- .I.�r �...� I I. .- I �- � . I. I-,I�: . . ^ r I . , � . �- . ...r� ..::-I r -1: .j r.r r� I.j I r r:+ . � I, t ....11 .. ..... I� ... ... I .-. i. . rr r �.�..... i r.. . � . I I . .. r.. . I Ir ...... . i__!........�.....�� .... .... R ,. IN'E ... I..�I . �.: .. ..." I.... �q � - �' r ......4 �.�:.�� ::.:: , �� I . I - �- . ....- .:... .".... :..�.. �I I . , W . _ I . I ," --" I ��-� .r . . I...I.I..I I .I... r..... ..... �:r.. I.I.-- rr ..... - , . . 4 . :1 .t'I. 1. ... :, - - i- , r.� I ff F$k ft ---,-__t . rr ��r 11 ...11�� ... ..ll. .�I'll._ ....r......rr .... I I.. �.j ...�j ...-11.1 � - i . r. � I, - .-H Its 4u �,v 0 .... _ -..1 -.... � .4+... .I .. � - t :.:+_,A:+_...�:: .. .I.. .... 11 I..... r....... .......- 11... 1p .�. j � - .... ...� - ....r I- ... �1 ::: ..:... ,:::�� I I u I I I _t �. I I r.r .I - - ... I I .- t ...:: ... _.. _ � -k --A .1 I- I r � - -- ------I -- - - - - .--- I -. .I _.1. -, - .. I= -,':-, -. -j---f-.-_.j.7-- ::.1 �* a dL : + .. .1 r! ..r-� m.I I r I ... :..+ ---�- I_A - . . .1 I r .� 4 . r... I . II 11 � I. . ...r I - .....I- I...� -�� ... +I I - - - ... .1 I � . __ i � � . . . . . 1 4.1 1 r�,I, .1 I I I- - '4 r r I- I I*. ... ..... ...I I+ : I.I. - .- ,.--, ...I � .I. �...I:� ----I .r.- .1 .... .. I i. 14 5 W .� :. �I r..."i � �I�� ... . �I r .I ...... .. ..�� �..�I-.I.1. �: - .. � . , . ..... V UN 1: : A .... ....11 .I...-rrr . . ...-.... ..+.-1�...., .I__I....-r.. ...1.11..4+-1 , .i� , - - -I . I. �.. ... .1, ,�.. . - ...:� I..., .�.��4 .. .. _ I .�. .J.! -:.. I 1. j.r I r r I 0 R 7 10 .--- I X D ' I I __ - + - ��..j, � - . . . 0 - I I. . ;00 ...� ..� * 1 j �. :-1 �', r.I r": '' ..... , 1.__.... .- - , . -..... ..... ' r"." ... _. ..I + : r:1::..rj I...�A....�- 1. ....T...........�I--............. r... -_- .1 : -.4. .1 .r.++. : . -L.- _A. -1-1 -... .... .1-1.1 ..... .. ... - . , ., 0 -�, - r .. �- . - -- . -- -1-7 1, .. _... --11 ... ------.... - r I � 14* 11 I �� r r.... , - - � _1..... r !, . I ... .. .r ...'' I.. - I...� '�r I.�� I I .r I .I. � - � , - � I . . E-._r 1,__I I.. ....I... , ... ... ... ,,,r I .I .r r .��' .. . Ir kl& ... � . . � . I� ___ � kv - . . . r I... r r.. 1.11, .. .r...... r. - ... - . I'rI..��'F11 ��' -,, , - - � -1=.-F.,---+I - , ...� ..... 7 i 40 r'�...I�7,[7,t:_ , ......... �m r ....t::.".qm.'...�-, ..w.i . - .. .. -, ,., r r'�i�ip .+, .� I�.., ..�r ip-� .�,*..i�,, � - ..I r I r� . r.�I ..I r� r r... N ... 'I 4 . I�. ; . I. . - :4�....... r-1.. �I -.....__.... I .....I r ... - .... I -I t I I ; .. - I I.I I ,r ! r r .. :.�� ....11 I...I .. .. �.. I .1 ... - I I -,..I ::m:�. -I. �..�...- � ::�:.. " . ..,- r I�,.:::.. k. ;; + 14 , . j �. I . � - . I: . ��'I '�I.r "I" '�� ..r��..... �I...... I...r -... 11 I r.. ... ....11 .....-� �r".I ....... - - �Wj 111 : : ..I.... ...I� � �... - I...-r A. .. ....I. .- .� I . ... ...�.I � I. I �. .. . . _. - .. ."I .. . ..-- . -,'�_ ,� m.t ..:7 -..-... .... .._.-. - .. ��.� _.,I 11 w. m ,., .. .. . -_. .......7.-.. I. ....��.rr � �j r r. . � .- . �,.-... r r I,,I,,.. _....I ...__I�.....--...4- - .+�I I -I 11 n ii �m-,... -,,+.m 0 j-..- --- ---__ --7 :.,.-, ... r I, .. I : :--:= . . r- I r .t f-- 1* -4 I : ,rt or t: . + I.I... .1.r r .- ... . I.-r� . I ....�� ..4 r.... ...... ..-r.. I ..I.. r.. - .. .- .... .... - =_�: + ... Ir t7l �.. _ 11111 - _ 1- . .... . f : t_=_� .�. - 4 .: .... .... - I ---I --- ., : I I .j r:.�t - _�_ �� � .... ...r...�. ...., I - � . .�, .., I: � -I�� . �.. . . ... . .... . ��-r...�- .I I.. .....� I - . . I . �a I V : ! I . I : I r ..I"'.� .+... ' ...1. .....r. .....�. . - j 11-. - r-41- .. . .1 � - - �...I- . I I I- .... . . r.... . . .....J: , ��; I I � " ,...i'.+::,. .. - ....- +-.-. ... ,i, ''Ir I- ..... . . -...I _ - I ... � - . .I r...�I ....� �:.I.11 I r. . ...... r...... . �6._-.- r�-:r.J.-r....-�i:..i� - . �I . I.: ��... r �-..1. -...1 .�-.J., �...�....tr . -4 1 . �i ��-i I...� -- ..1 I'll I .'..i .. .1.+ .. 11 , r 14 ...-I......I - .. r....�� . . . ... �I.. r.... -r I '..I. r..1� -.... I I I 1 7 1 - _. _ . ------- :1.I..... - 11. .. -A ._ -1_...m ._... I... ---.-rr- - _ - �I I� . t :- r� .... -i:-. I...I ..I .. - .... . . . t..----- +74 . r - --- - -,,,-,,, .. - ,i7- -,,-,, .I.- .. - --I- �...� ......T �I r - .. I .�.. .. '*-7:: I : .I i % � �...I I�.. �.�� , , . ..� I.. +. - ,- .r I I I I --__+_ t..,7- ---,* , : I . 14 = . ,'.r . �j r. -�v . , Ilk - 1... j r�' -:-: .I. I ..� . I.... r I, - .��- �'.. .�-� .r.�m� .... 4 r....--.1...- .1. .�� ' +'..:r . ....f-: . I.... I....�.. .......I- mm�. .�+ .. �� .I r .. I I.. _. I I. � ......:__ii�_I r I+,I,, _1...-1 �.... - ...... . ..... . -, �....A - .-. ,:--.**...:--.:if:.-.-:[........ --- ::.. , I-..- . . . �a � ����I...-.. .I.,.. ..I.... .-I �__ : :'� . ,.... ..... � . ..I I I_.."I :..j....- r -...-,.. _, 1�t I I ...- ��,t�.......i.�-,,-r.I' ....r.... ..1--- �r I 4 i- - ....-I.........i....... i I I I �. � � r I I, ... ..i 1. .. ��' ...�-.--. ...I -- I . 0 r..... P_ .. .. .. - j i , -__ - -- - __-- ... .. .. - - ....� . J..r. I... ...., ... " 4---,, .. , ..__....r- -+ -j --- * , � , I -.I - . 9 --- - I ---�4 ' . .r r , Ir I t .1 � i I I 6�1. r, _. . ,'1;'_'-. ...� ...r . ....� i-:..�i�I , � � I - 1� I I �� . . . . t i .r rt �i ....I- - - I . 4 r�� r ....... I 1:,: 11:r :: ,* - I I - ./ �r '' �_.,._. _ -.1 r...Aj .. ....... ,, I - . ..�1 -4 .- --- r�.....j � -Ik � r::� 1z 1:�.�f 1�4�lf 11-1 I I� r...I - . �=1_��..1-I. , ... - - - �- 4 ----�I ----.'I� r....I- ..... .....- -, i 1 Ir.. �, , . "- I-_ -r ......+r....I......:1 I '�r :. .1 .1. ..1. .-... -1 _. . ... ��O�.�,11.... - ....� _.... ...... . -. _ I. : - .. .I.ii:.I.iio-. ''- .I I .I..__I.. -1:.....11 .........r............. �... - ='T 1 1+ r I .r -� ..... ) -.1 .� � 4.-- -I � - I-... 11 11 I... . I tL -_� . _ : �. . . it ...- : .. .. ... -11 -1' , -1 ...... -...I ....I .r- .rr ��.... r.....- ... --1 -.- - - . -1. I . . . . %,;%q + i I r ,�_ _ �: r- j'% ..1. .... .. I i .... .�I—.. r.1-1.... I... . I --I + ... rr�'�i: - j�::.-:._.1 . -::j-_...::::� :...r4 _rr1j.+ rr ._. *: � .:.I:.. . ,::. I.I-- ,::::., :::::..-rj i .:...::::.-..., 11 111-1-'I----.11-1-1Z.: _- : i + r . ... ..... I I�... .... � . 11 � ..... I I . . _-, *:.:..ii-.14 .+:r : I -:t: . . . �� ; _�1' � , - ...�....... r....- 1.- 11 I i i _____-- - I I , __z I I __ --- -- -77- - - -1 -�, � I r .. I , :: I I �...t'�71.�7 I 1. jt'747: : . . - .4 I � A - ...�1 r I I j , � _ I _ t. . - - w - .1 r . : Ir : I: ..� .. ,Ir ::.. t .1 . . . . i 1-1 . ... ::-.,--.::� �v . _F.... . I z . - ... !.... I i v -- i I I i I - - A �v j�d :.:+I. .-r . I . I -1- .0 Ir, _ .� . . � .. :1.. : �. .... . t� 11- I . � . - __ ,- . - _-r i 11 I i i i I I. ------T- . ___7;, :::::;W�' r. . , - I � . .--__ 1 1 ;� . __--,& z I I I � . . � - ! I... � 1 4,.�.- ,i -..� _-..: I ..i:i-i I r:: � I . ��- - . � r � --- I ! � i I ; �,, 'I_� � _ -IF 1 .60. 1 1 1 1.r I �: .1.I 'r �I .... . 'r.-. I '.. I� .I 1. I r ...I� �N . .I� ::: �..� ...I I I..I � - ; I-- I .., , i %,� � r . �, I W � I I I i� I r If 1,.r��I ; A 4 1 ;- � I r, . � . �;;IT I . I � : I .1- ; I I r r I . ': � .: 1. .I i � . . : �1_�� 't ; '1� I. 1 ... _1 �1--'- . I . A 4 ! . I .... 7r 4� 1.1-.. r.� .. r....r .r ... .t........I....�I 1...--, I �1 ,r . , r :.... .el ... .. . . - . I- . � 1. , -... ,v +�A�� "'. , , 4 1 ! + I & __ I ....1 4' -_... .... .-- p �'_.:. �, __�:�i' 4,__�- . . I - 4 I i--- I I -t- -��-t ---.I� .I�+.. -+_�i7l_f�7- -__- - I - I .r I..........I .. �r'-r�..j..- ....- r! ... N" � I...Ir......_�'A ., .-vi.�...4 1....�- + ..I..-t r,1�1 ; � - -r . - �,_j__��rj_ +_ e� � I ..__ _ _ ._T_ _� � �r 7' . I � . - -__ -11-1 = tiIi 5VISF5 - ... .- -�- r -''-�....111- ....I r _ . � . I... . � ,I 1 - -f , I . .1 11111 jrl:-.i. .p. :,�i .. .. I ..... +----:+_'Jrr...: .. :....:��' �� ,* I... I....!....r. '..-....... ..... ....r t .. -r.. I I �. I I j*'/'oV/'-7"'"_f -�' � i j r � - � i . i - .. .I v11 i %� - .% : .i. __ .i. r:........ . - r .. I . I I p + - rr . .. .... ....r.1...::.,i�'.,.�' . -4:- .. p...... . I ,6 p �.1.......4 ......;.... r'.��.1 i,�����j i�..��m�t.. .1 I I.....-:.1.4; � . .., - -: .r 1 1 1 i . :+ r e4l 4 �Iu = v 1.01( I" �...�I : .r I j - I I I I :::..4 i, . .I 11 I I r . -- � I r . . 1 .. I .1 I.. ...I - . �... .1. . I � � .. �� 1 4 � �____- , __ - *"-, - � :.*.,L r...4��_��: ,L�r p -:... _... _�j�,��:.11 -.,.::�4_::_,1:,--i4----:st- : -::. . . : . - : . .... .1 . ,.. - -- --4- - -:�: �,..-r,�*.�_1.__.f�-...__,. I r I.. . .....-.:I....v.__.I.I.. I.....�I 1-... . . . . .- ,- - 1.,__,..._-,, I.I 7 .... .. I.....--..I.. -.....I� I I ,� .� � . � - - - . . . = I r r ..I r I ..:-. .1 I� ..... :r .-... ::: .11 I --: :.-..-+-J .. ....- ...._4 1 1... I - I, 'T .1 r r r I :. -:� ; I I i . ��r i, i I I . ..... � r �.. 1-- ' I�11 . .- I Ir:_'�j . -:....- --1 I'll .: -..4 ..... ..-. + . . - _` . ... I.- 11 , 4 � I: I _-1 ... r I r � . ... - . .1 - --.4. ---4 - r.. r. - , - . - - .I ... ...I . - _I. , _�.,��j . ' �/j�'�j _ _ .1 ... 1� i__ ____..__4__.-i...._i � . �� ....-.L I...��� .. q__ I . � �.... 1�_'.. .t r,...- .� , .:Jir r . .. +11 .. .. . .-.... - .- .- . _. .-I L�', , ..... .I ,, - '- + I ,- -' ' I , I - - '1% ...�__ 1.1_-r. ...I-.t _ . - - ---- .. __ 7 .... I... _ ..... .J I -�.... . A .... 1. .1. + -,4, _".. 7A I I I I . . - �� . �rr - ..... . r.. .. . -1 11 +.... ....! I �.-1 I 1.....I ......1.. 1. �. . .1. �.... I .. : f � . - ... -'r....-..... 4 r........4 ... ......�,.."- �....�,.. .�. I.... � .1.1... ...... .... I. .. . ...... - -I - �-:j -I r I:- - I r. I ! : �...I t ; � ..�. . �tl I I 1p .1 H ;,I--;, i , . A f . _t11_7*-11*1 . __ _ � � - - . _,.4_ - ; �� , _..1..11 --*. : 1 -_� f . .. 1:1 I 1 4 � .�� ..... ... A,� .T �. .,"6 -11 ", � �. Ir ... I. . .f -...1, �r: ... j- I..r- j . �' .r.rrr � .I - . -A... ... ....I I...1. , - I I .. ,�--i ._ 4 1.I.... - .- .... .�I—— I- -, ..1.... - - .. . I..i r,,_I.1 �... r� . . I -if I...r� �.... .r.....�" �4 (p,^ � - :, j...� - - b �'_ I :.]_,.��L,� .....� I ' . .1 1- . _ . . . _ +j I _.. I- -r .... .... ..I � �...... ....I.-.....�... ...... .11 � ' ----A- -, 11 - - I 1 _f- ....4- A _. .... I -1 -1.1 . I..� .I ::- . t i...m :"� - - -4 ��J. _J=rt...T. . , - . �, . _4�..d __�... . I..I... _:1... '4__*_:�. __:. r .� ,_... . 11...I.......tr............11...1-1... I � or,-I I ; : - _ .. . . ... jr - �� j . � r f . I.. : I . .�r '.: � � I . . . . . , . -''. . ..., I. .. .....I .1. . I . ' � I I 11 '' -,r I... I r... ... ..-. I --4 I.... .I I �I -....4...�. 1.r.� .. .... I I r I .I . ... . ... ... - _� - "I: , . 0�011 1 . _ ; �,.: I., � t I I— .. � r ... 11 . " . i .. I I r Ir .:1. �. I .t , ... 11 .. 1 ...4 r., I - .1 I.... , , . h - ��... .rr I I : .1 . - I I � ..-- - __+.- ,..,-I _ .,_, - . - I 11 1# I I I I . __ rrr 11 I ...I .��. r...�4..r..-. .. i I. r r rii I � r - i � O/ _.,� _ ... �.. . + . 11 .. � ..i_�L+j_�.�_ I I -,I _ -.. .. - �f I r __ - _.. -- = ..i- + ._f -----4 +--t - .. L ,��,M,et �4 .......I r..�.�'41 1 1.�... -. ..-1:i r.. �,-�. .. ._.. ...�.- I � -1 '01�I - - I I I-. . r.. - -t-'4--.",�T. ..'.-'7:+:-.f' I ..... .- -1 _ * ...i . .. dr.. . * .1 . _ j"r I - _j , y f �, . I, .i . . � I . . r Ir . . . �7 .�.� ...I ... r� + , z; r 1�..'. r. . � . ,:: I I-,. ... . ..-, . ,': t r I.. .11 . I - : .. . r.. ...�� r..... . - I� ... - '�:o_ : -. 11 -...., r. . . r -� ...: -i + 1. I ... � R, - i I -->.-- m.. , .. I. I , I..... � � � .. . �1 r.rr I..� :_�_:� .I . ; I .. -t - . . . .__ ..".... ..�.r .... : - , , .. - ...- - . - -. ... _... - I.,.-...1. - - _.... .mr__i.. �....T--- r..... ;!S�r j .11 '( - I.., . .... i f r . . I I 0.10 , . - �� - ---U��rrr .. � .- .I... _ ....__ I I I : . I lo . �1---. �.. - .... I - _ -_ -_ , . ,7.*'' I. i .. . . . I I r... . I I... .:.I ....� .....i� .��:::. .... I - �.. . . I :�...... I... .�...I� .j r.r.r .- .. .... ' r I " �I ..I . .1 � .. ; .. I r . I- , . I . .I..I :. r....... .I ...I I...i . . - � . I I I ---I--_1� o\_ I L..r- I 11 .- .... . �. ....,�� ..... r.... .- .. I. r I -, , vj . �..11 .. I � '[. 'r I..I. I - �� ...I .. �. I - f -I t I � ..- - - �I .. . . r. ... .r' .1 r ..�.,:.::..�� :...i - ... � I...i :...i" -- i . ..'' .. I - �;� i, _�. t .. ...I ... ........ . I...1.4------ . __ - i - I \1 .e�'4-- I- .1 --- - - -1--11... --..... ..... ..1-.-_.m .. ...� .... .. . .I . oa. ,----:: _.��.I: - r 1. . .�� r_'_ _ . .. .. .. _��_�.�J.r�._ ..Imv t+ I I -I.....I-r . . .I - r. ..... I..� .I .. .�: - f .,=- .:� .... I..� Ir. 1�. [+ --�.1 I.r I.1 I� ,I r r .4 - "I �r I . y r I i ....I ... .... . .... .. I I. 4 -4....... �..i _... ..rr .. � 1 -� - - . : I r. . I . I r . ' ' . � � ! a � I .....� r I. .. :�.... �� I r r..: ,: , �� .1 r. ....�t ....�.jr I r :..., - ! - - j .1 r I.j �.. , - I I r I I I!r . � ....... . . - - , .I.. -I. -� ....- ......: .�� -:_..I. . , ... . . �.. - . - I� � I. : �i .r I r ......... � I I ��.. ... .I...., 1-11- . -�..+,' __,.�. .I. ..... � . ' __... ' ............ r......rr ... .. ...�- ... ...11 .... . I - - j - f.. r r rr . . ..... - ! -__ - I - --- ---__- � a.- .I......-I... .. ����. ". - ---",, . -4 ....I-+.,.I- - _ - r.. +-.-t- - .-__ �I I r . .. .1.� -1,.++1-.r 4 r r r j- �. I : I , ..� - __ � r . . . . I . . ; I '- '-_' - -- , - .. I ...i4" r.�..-� ,,je- i I ..�o �* �7_��... .f..��'�J� .� .� I I..: �j � I.jr r r..�j r , 4 ,," f-- :- -.4- I.-I I �i : . "-..1"- r �I ' � ''" .... ... . �. t . . . 4 - . I �r I r..� � �I I �...J+ -- I�. ,I r.: I - . I ' .+. .....! r. ...r r I - I t T �,.1 ,�I i .. I -+ I - - - - . . & . '' - r I I ��;� � . .:.. I - - __ _ ___ -_... � �� wr , .... .�...:4jjr.-.�_.j.- .....-�. �1 _ .'�:.�r.�.j ..:,� �, _1..... ....-.... . � -.r___j -1 __ .ii-t I - r f 1 1- - I . -.4r _mr�_ .. �_ -.....r. . .r .. . . .�.. - ; � I --� I . 4 ,�Z+_ i �i�-, , -r �'jj 4 r.. i, .1 .11 I _ i... .1. I I r.. I... - j _1 .g - � I I I " L 00, i 1 -1 - --.1-1 ...�. I ...��-, - . - .. - --- t. - .. .� i � : 4 I . r. .. �o. F,, -I I : r I I I � . .1 r :�: T 4 1-1 I... � : .I. I , - - ! . t _I ...I i I I � _ .. .+_ - --F, r .i .1 .� - - : . r . j - :_ -11__ -, � I . . i f W�- � . . . - . - . I --,-�. - - 1 � i 4 r . r I : I + 1. I . . . ; � ; I i -7 � - 11 ; I I /I I I VNV y1Q1?_ � . . I I .- I � . . : -1, : . + . .r. ; � Ir I - � I - - . � t f t -1, ; 4' /�, I I + � . I I A I - I .. .�" ....I �I I�.. r r.r � r I I. ��.. I� �� i 4 + 1. . : 1 � i � � i f .1. I r I r j .1. .1.4. .r '�'. r- - . ' .1. : -.+.�: . I + ..:. - .11 ...� � � ...t I �� . _ � I � i ..��I .. I ... .... I �� -f � 11. I . : I f . � _. . . . I - � I I.... ,.. _ -1 I__�j _ -... b.r. . - i.._�, 11 i i i . . .... _�..: ..-1 ..r� ...- I.-I. -.1 .qm . _ -... -1 __ I 1--t-11 __.... ... m- _+__I - .m _..._+_1....1-1..._... .1-.. __ -�...4 1�....tt-r r- .+ I.. I.. I t - - .. . � i I - - -� .. - I rr .I _.�7 �- 11 I 11 I I I I 11 r I r r; i I IMWIAK I . 1 .... .11 .... . I - ..� ..I. . I...11 �..� j .r .. .... 1. r. !r. . , ... I - . .� ...I + .q��m� .. - r..:� : .. � .I � ; 4 . . . . I ! ! . r. .�� T I_- ""' I . I , i . F .....m_��� . .. ! .. . -L I -1. I +f I�/_l 1 1 1.I 1 - .L- I ,. r 11 � r r ---I.-. 4 + 4 i I - � I I ... .... r I__� I i q0 FJV -1 1�5;4 k, -?J 1 W& . �_- -1 .-, m..! ...1 .1 ...:..I�....r-: ..."�-_-::::: .. r �� A. �..... - 7 , r. I - _ . . -. ....I'll I�...I + .- �I i I . ..... .. - - i'' .f...r.I.. .......: r I r.I:.. . .. ..11 m� .....� .i _io�__ 1111�.r :.r I+r*I I I I , : I...�.:1 .....: ��� r rr,114 .�rllllf I'll .r. I Ir ___ - I.,�...� .- -...- _.�_..... �....... - .-...,+- 1 .4 ..,r1j r... ' I r . - ' ' ' - __ I ' II - - .- .I I �. . r _... _ . _�.., 11......-... ....I.- ...� .. . .r :,.., . 'y _t I 11 - . . . -, ..-.:.-'.. r ... "' _,:,�� ...-.f..:...I r...� - .1. I J, I 0 OLJL.V-HF�A-p 9 cvp t . .. ...1-1__ 1, -.1..._ �...m._** : 1. I lo,: : � I . . : : I_I r I -......... . r. : � . '�e' AN( .. i I !_ r+ I .I I...�11 .. ... .. .I r+r�.. I I ...... '4 r f& r ... I...r .. � .. � �.. . : �� I I . I. I ...., : : . r. +i... I.. .. ..11 .... ... rrr .. ..� . .....I I....�i �:..�� ... �� i -r... ,p.. i I.r I ...I � . +I r. :I I ' . . .. r ... .. . . .1. ... . I ... ... - - , ... ...r 11 I L". - . . ..4......I ..... . - -...- _ . . I .r - � / .. .� 'r ...... �.... ....'r- . I .........�r rr . ,..m� , ... -..I.-... -r..... �...�I -.1 �. I I I I 11111' I I ..� t ...I I.1 ' r.. - - ...I 0 F e I I? I ..6 . , : � . I I I ,�� - ... ..-� .1.1�_ -I_� ..__ I _ I "I Ix . �i -__ _j I- __- I - �- - - - -I - I .i�. .....-1 + 2;,- i, __ .. .....,....... �....j�.... .�. 4 / I .'. " .".... ....... ' r I...r - I I ..... .. I I .1 . ... ... 'I I �... .... -�...... '... 1.1 ...j ....r I ., - .. �1 qzz i t.-�......f'L.....- _1.�. ; - . I ...�� r...�. ....j..... '.+.r r ..,� ...I � .-f ,"' d.1 �-++t.�'�r - �I : I ._ I I : _ :.. r. . ...I .1 . � .. . 11 � _.�.. r _ r - ..-...rr. ...� . .r. [ %6 I.. ....i-... . � . � - ... I I 11 � ... ,.� .. - I . I . I. I i : I i � -i . , ...... �...... -11 �-- .+ I rrr �: -I -. . ; ......, �........... ...-I.I. .... .... .....!... - I . I � ...� I r _,.,:.�.. .. - -��. 1:r i� I I i 1_/ i I 1 f-1- , �66:. . ,:. �:1- �: .1. ...�..'.r �..I _ I :: I . , - __ �. - ,. '. .,_'[�_.:.::.__��J_� , -.7 ....-- . I... ... 1. ... ..I �._ -- i-i�_+_.-L...� .._t- _... ., ..�.4jr ...��_��t,,,.r1- . . ....... ...F+A..�. .t.r. . -.,....I,.-� � . �I I j. r. r. . ' � r. .- � . - .r..� I .. .:��I ...� .. ... �.... .....� +.1�I . . 4 .. - � ..- + r r I �.. V," ,- - I.'t .r. I. - j ) : 0�.1 .1. �I I I I rr ............ .I .� . I K i . I .. i . . r I .1.. .t .rr r.�.I , I v ... �i I I.1 . i ; '40 .."_.� r r Z - I .... .- �.. �r I.. - - ... . �r I .�.. .��� I .r ! ... ' A +I 1. ..� �.11 I. .1. I �.1 .- I.. t : r . ... ' .r+11 .I I I r....t ..... _.. - -.:-.,__m - .__�I:_.io�ot_��.:.. �, , ':� �N' �:,... ; , ._ ._�... I-_I_-:m : .. - :... .. r , 40,V � I I :.7' + t 5--I ..I .� t- � , . .. . �� ...�... �.I.� . . � � � N . �� .. f I . t -+._t .... : r , 'Ir + --_71- 1 r .- '. 7-.:�.-I T -. ___..... .-f+.r.-�:i..I.1�.� -- -_+ �111 __ -1 _�:J__�...L_�_!... , 11... , ,r,/ 'A r ....I Ir .�i � I ....; Ir. I.. - .. r I _� 4-� It I I I .. T '+ I : . I .... I�.. 1.- ".. r ..... 1. Ir - . .... . . ij : 7 �, � I � I .., - �:..� .�b..::i 1.r.::..'- - -:4j - r . . 1- I I r+r : I--. -.1 ... I+. , 'I i I ...... I.... ... Ar:11 .... 1...� ,. .... .. -... � ; .... .... . I -3 . I I-� :;\W-/"\v i m%) I I . mw.m_... _. , .. ... .... -1--.1. - - �� I : r , ; I .. - = _ I... : ." :�.._ :.t_::_f .... .. �. q - I I'_ ,r 1. - - r - - -,. i - --� . N . ... �_..... .. I-------i - ... . .... .. .. ...... 1-1 _: .....� _..... ......I +. -:..I -1..... ....r .. .... I... .. - .r. - - '7' -- I ..... I.r �, - : �: ..7 :j C�,-�-.4 t I 11 �+ ��.. - .I. I.... , .. I I ... r r .r.r I 1. j .1 ir I irl ...� ... .... ..... . � �rr - .. - ,- t � .+ -- - . ; , i - t J 1: .1�: .. 1 . : m �I.. i Ir r. r '114, :: � I I . I.... . - t � r r r, .. � � . 011 , � Jr. .. � . ., � 1: r��.i.,I .� . .-[ I I �.. r :4 11 4 1 t... : . . :�:� .... �. li I+�.I �. . I... -,., .' I'--, . . . 4 It . . � I .... � w ��..m�� ,�_�.'�..r'.... . ...... �....�__ .....� I.... ��. -,.�--..� .1.-- ..i��7�.,!::j:!.'0'_ .� -17 � -..I.:-.. � I.. 1, ;6. ...... � ... ... r.1 I ... . �� �11 I—-..-- ..... -- ..., . - - +.i ....... I .3z 1 .1 � . : �- . .......... 1-_�- ,e: 'A" . .,...: _ _... ........ ... --..... �...... ..... - , ..... - - - ,. ... ... ...I...�.r .. ..+ i 4 + 'i '..*,'. ...r+ - -4 .1 4 . - w :, .. ---+_- -]--- -.-- __ -- . - t!3 i-__�. -- i I L-_-:m:,_. I ....L�.j �.-�� 11 r '. . - :... � . . I . ---1. . . . , .4, r � . r : t17 �I �t - i.r r t .I.�4.77.. . . :.. ...-,L�� . 1 .,7 ....� �_ ,� Ir . I. _�I . '� ..:�... .. ..�I ... - . I . . ... I ....I .....� ...I , I.1. �.� I� I i .I r . .. . f I .r I .. .� �.. � I 1 1 � t . I .jr ...I --1 . :.. ....... ... .1 I- . r rj.I...I1 -,.. ....--,!:I F I , ,If oo' I ; I . .. , I t I -,.�H ��. . � - * S I i - i._.. .....�4�� . - � ..1'-r'�.__# - -I t� r ].�..I'I�.... I—- I . --1 � __ . I,��. f _._--_'j'_..+.- __..._1.,__... _4-.- __� . . t.......-I...I ..Am 1_�. ,.!II - . - . ...1_...--,.I------f - I , c v 4w,-6 1 1 . . 14� .1c � ff �.- , ... - . . .1. ... - .. ! I... 1 Isv- 7� -.... -7"'+ : . 4 * I I I -.1 , ' _"', - . ..'r - I I I ... , -111-11 I - . _ .. .. ,; � : I - . I.. . . Ir . * * -- --1 . . I ..I_ /121 5�,io - . � : . J � S4 I ....�� .... ...i r.... .�. 5 I -i .... I-r ...I I . ... ....� .1 I� I.. . i Ir I � ; . .i i ... . - _... .. ..�. . I i I ; . i ..4 . I I � r..., .t.I- _. �i. + 14 .-1 .... ...�- . �.4 1 1 . . :_ .__+..�:A .......!.. :...4-.1 - 4- -1.- .1. IF _�:... N � ...-. + . , -1 ... . I ... jr �_...r 7. ;.....__�_. 4 f . - I 1, + I . f - t- I . I r 4 - +: . . + ! .. .. :-I - -+ f -- -----I I -11 r 7... ......rf -_.,.......� j -r.r.. ___..-1...f.....A.,...- I �.... + 11 .0,I : Irri . .�-j.... I ' ... i i . . � - I_��...4 ---; -L *, 1_�:l J+_� 4 i. � I-I N ; --7�!_. ,....-4 --4--------+_f7------ .-t-.... -I �- I - 0-2Z --- 1-_-. r . I .- -+ =. _�. :L��.' -++ ...._ _kc -... -1- - - _ .1. -"..I... - -,I . __J_ I r' . I.. :jr.�::i-_-j �++::I I __1 .... J.� . f) ' A...'rr. . It I....I i I 1 i _...' j. 11 r � .. . I ,, � r. .i, 'r 41 1 r r j .. i .rr . r I , . . I I 1 i- I - I -L i I - - ...i t r : .i + I r� I I i V-41 - 1 ,-.1. ....I % i I N. ...I ... i . IN t t �.I..... 4_�....i .r i i ,..4 . ; ..-1-1- : i i ,.I r... -.r r I - I rr Jr. .j -'I - -i .1 r . 11 I -r- ,..;"r� - - , .1 -'i .v :�� � 11 .+ �...I - r. + � �- !_r..1-1, I ....-1...r 1 I - N1 -�+ I I 0 F, A,",,(v� r__I I,.".* - - I ; . �. ._1 I ; I , , �_ I - - . � F_ __ - , � i � I . . I � "I I��� .. 6 r. . I . I . I -I... 11 . -- .W1.1, . I i .t. . , . r.. � �. . . I ... �� I .1 1 r I . � i . . . r.. .. �...I ..... I ; - . 11 . . - 1. .. rr I-. .. - ; , , I I � : I (00�-12) I ...�.,..1 7W 77`�T 11 r j I r I r r . I . ! . . . � . I .I �r I I . r I I ,�.1 �...i * r.r � .. .... - � � I . : I..rr ... r ... ,� ..��, I.� ... .... I....... �..�� �... � .I� I �11 I r . . �I r I I.. I. i . r....I �� ...... : . �.. �.11 r � .. I.. I __. ... i I-��4� ...t_Z �� . . ..j i � .1 I � I . ; .-.-I-1. - ...-1.r � .r ; _ � . I i ..-..++. � - ...�� . ... .....-..- . _.. _..., ' ... � ....� ..I—11 -__ ... ..�._ -.1 �: -. � ....... ... ...I ..-1. '. �........I— .j : j i I ,�,� : I j I I, , � _. _ _ I.., .. .. . . I r...... I—, -1...-1... -1.�.. ... ...... .. -3 q I- r r. i .1 ...11 I. - . I. . ..... �I..- ... . I.... . _ -- _t I.- I r... . .......- I _ ._... ... : -'I...1.'... t?!06-9 9-61 .I. . ... I. f:i - -:,7_ ::, �, 4 �. I� .. . .1. "7-"-,'- . - *7 � . . I jr .I .. , I .... . :� -1 . N I -f,�- -L-r �. ...., 'I r r - ... . I . .-r - - ... ...... - � I r 4 i I I �. I I I 'I . r + . � ..r +. ,� ... . - t - . I ...r I r-1 ...I � I I I r I �I I! .I.+1 r�+. j . .I . I r I � I I I , - ..�� i I r�� . i - I.�. ... . T .-.r 1 ... j .1.. . ... . - Fr.. I� .- ... . 11 . . �. A , ++ + ..+ . - _ , 4 .I ... .�j I : I r . . .. .r I... 1. ....I I...I ".. �. . I...... �i.J��. .. 1--.4....I " ..4 .. .- - � . ..1 .1 �-r r-r . f "I r 11 1. ... .. . . . I I r.I .: I r I�11 I.. ...I - . � r... I -1 r ... . . + I .-I-I....I + - . ..+ ..I .. _ L... , _ ir�iIo� . ...-I...� -... .._. ..-__ ... �I .1. . -.1.-,-., .. r , ... ...... . r I r ! ...�. .1 r.- I rr + I --+1 1 I . . . i I i I -+t, _..... .... _ -.. --...- . ---... ..4 _ .t_ ., -I.... 'I . 4 �j,r I _, -r . -L - ... ...... ........ ... ... +....� I.�....... . �� ... . .... I I - I - - ...� � I. .. I.. - 11 ..,r .. .r r r . .��, - r..11 . ... . . � r. rr �I.11 ++...�rr I r ' .4 r I...I... : . . .�.. - �r: ,.r_i I I !r . ..I . I 4 - +... :�:... ....*�:. :.: 4 . . . , � . -....I ... .....�I..... � I ... r r . � .. .....I __ if . * .1 . . r I �. ir... I ; - ... 4,., .1 .. r ... .1 i- 11 1 71, i I - , I . .1 ...1: 11 I .1 : -i -1 - I t .. _. ..� i� . r - .. . __ .. ..1 I --I�. , I .r _Qt :r r �I I ..... , . 4' 14? . .. � . .. . � ....I .... +. .... r r I I....:&-A 10% .4 Ii�l . -, I .:� �. �.... ..r r -1 ... .1,. : I 41 ,.- . I ..._ - ... � ..... ..- - �... .... . ...... _.... .... 7 . r .. ... ..... ...- _... ___ .- ._A,. . - __- ... � � __ -- ...--.. � i o v _.. ��... ... .. �. . ... , . � � 41 1 - 4 �... . -� . r.!. 4714f /Z,1w,;Ieell -/Is �16�1 I ...I.. .11...� � r..11 ... . . . � .. : r.. I I I I.... I _." ..... �� .I .. � ��.j � r-... . � - r._-,�,L+ - � -11 .� 11 �...� .I. -I .. .... .- ..:I . - .. - . 4 ..I .I . ___--f -1_-T- ",--- � . - .. 4 � . I I r 1:1 'Ir i I.. , , I--...+ - _4--1 _ -------- . -__ - * ,-is. �..... -1 _.1 ... I rr .+ �I - .. -�.. r ..I - :4,�:...-1 I ���... If I I . .... ... ...... .1+1+ (I , I r .. - .I.J..... . . L_�'s, � .� � _+ r. � .... � . .. . �.. .. - I I . � .�.. Lj.=�..j_. �:_�. IS. _._ . - .... i ... 4� _4 r.- . : -...j......... __i� .- I ... __..f. : . . r r. .... .�I r I "Ill r I _... . " , - ..._... I, I . 4 : ..... ... I .- .... .. I..... --A--- I __--- �- I -I ��w_'_'� .. ....- m m �... i..� z �... i " .. ..1......1.0�10; -F, .._.. ...--I..- . - . 4 ...-,f.... .....1.rl xi,e;!, - .. - ... I 1. I .-J.- k .1 ; .1 - _11-Itq .-... I. . .. -1 __ i__ : I jr .1 i , ... .__,___ -I r r. � . I. + . I . . � I ! L � f . 11 . �.... ...... .i. r. �. ,- t �. / . . - I I � , ....r_ I � +. +I+ . W 14Kv -+,�I;.w i� I . ... rr .. r I I r I:_ .. - ) :.. ... .1 . . ._. ..��� . r ... -I.. ... . I.1 .+.r r.. �....� ...r ... . . .. .1..�� .1-.. - I---- -- I, .1 I t. - i �[ - I t I,-- - .�111r - .I. . ... - � "' 1- .. I I - : I....�� - ...Ii...... - ...I m - ...� I.. � .11 . . r.. . � . I .. : 'Ir .. t - - I . -4 � __... _ L.. � y - .. I I _.1 A. f . � ; r � �� I, J * : ... I r n,4. ...- ... .... -1 .._.... ..,- ...................I.,.... I-..... ... . ,� I—.. _.... ..... .... ... _ __ .. . _� __ I�r -...---.- -11-1 . . i I I I _��_ �L ... . - . .- . -. Z. I-— ..._ m� ...�J....... .w IL-1 ++ ..m _m ...� I...�.� . ...- .. .� ... . .. , _,1135, - I - � . �.. � I . I � . �.� -... r ... .- '.r �' .... .... I� � ; , . . �r .... .. t . .1 ... , - - NJ- I ,. . N� : �,-j- I r rr .. - . -. I. ....� .. ....I . .. , . . . r.I 111 r .. � 1 , f . I r . Ir ': -- . r: ': I 1+ r ' � . . � .1. . , I � I I i - :: .r - r...I .r.. .. . .� ... ....I I . r.. -,�, .. , T I .. �.. - ; ..... �- � T -io .... .... "Ii!:�'p ... .� . .� I I. � . � . + �_�� . . .I F- .....__ .. . � I . .. �( rr . .��I..r J r . . ... � : - ..� .... .��+. r I r'r . �. .� � � .�j --+-.-I.11 r r. .. .�.. � .I . � . : r fi fl/ )� .1. ; .9 i i i i I I .= I. - . .__ _... 6. - 4 . I - .. I—— .I I 1. _".... . .1 :.. I� - I r r . . . 1- I:, .j r .r ... .... � -:1 -r, .-I � L __... .... ....r.... ...I ... � ..+++ .._�....� . �.11. . � !!�� - .. . ; b- *11�-, 7-,, .. r. r�r+7 I I I : � .�� : . r - � + -� _, .1 ... - _. . _."._.. .... . I -T.-.:-.,.- I"-- 1-4_ - - .j .. - .. ...j_.j+_' ... ------L ��- ....11 .- .. ... � . I.. . , 'I� '00t . �I ..� ... .I... .1.. � .1... � I . ..... I....... ..... . r I �� �..I - ..�� � .. .. ..I. -1 . .1 ... � -F . , , : I "'T......� - 7 ... . �� - fk .1, 1. I.. r �... rr. .. . - . I ..... r. ... ....I'll ....� . ... .. ".. . '-': . .1 ... .... .1 . . r - � ... . I _� - t_ I __-_- I I I I..rr -+, .. jr i , I , :..1 ,... .... r .. ; w - : ..... 4 - � - �.. r..r. r _q �'A:-� 11 � � .I.. .... -_ ... ....I �.... �...� r .1 I... 4 .... .. .... ..... - i - 1. r..... .-1 - �I r FAV� -0 , * . ...I '. � ., , '. ....-.- .... ..._-!.----- -- -,. __ . ...I-.... --)_I... ..-�.... ..... ...- --4..- ._ - ........_..... .�.. ... _..... �.... � I . � .11 1. . . '='__'�_� r .r r.. 1. �� I -1 ...I .. I rr I I ... ..: I .11 .. . I.. I ; . I .._m _f - � �; �.� � � , ...1 I.1 I 1 4" � �:: 1. t ..� .1 I I - T...I I ; .1� ...� " r I . I � i I i j I I I I I ..__.1__...i,I� V -i j��� v_.1_._1..., I.." I #I .... ... I r Ir 4 1 _. - .. . .r r .1, .. ..I + I .I I - r - :. t ..... . ) I - ���T�� ..t ..�. ., .- I... ...11 .1 .� rj 1. ' ... I.... ...� .. ...� � I i- I - j . . ,�I ,., 'i �. I . . .1. - .. -. ...., . ... - 1.- �� . � , I�,� ��. ... : - I � ...I I.. .. 11 i .� L f-I ...-Ij+r r �. I'll, 11: I . r� . . ! I .� .1 �i, I I�,�i r,, I �/S- 1. . I I I r... 11 :�.w�-- ...I I.... .. ... I. i - I'll I...I - -11....: ..��....t..-..�'+.,..r:. I..... - . .... ...+ -I ..... r....r ... � ... ... -� _1 � - Ill I I I r I.�- .... .1�..q I � ... . I I. ..." I...- .- SEENEF I I r r I �..q r ..... r . . , � . -I--, I . � .!e"... .r.- �-t �.i . �, + I I I I I I I I I . , I I I jr ii .� I_ . ..1 I. � . __ ..i�. __1__ _. ....____ _ _ -- ..._ ., .. .. ....A- 1.... 111 .. -F4 .j�L...i�_ I— ...... 11.....-�:-1 � �I��il...1_.��....J.r... ...I . .1...L. ..�:__m ..�� t.., .[_ , . : " ; F .. ___ t- , _...r... .�m J_.� - - _4 _�_... 4-_ -.1.1....4 -I --3qW.,r 4 r..��..._.t....L r.._ . - 1 -4 r .r - .. . . ,�...I ... ... .+ . . ...� .1 . 4 rr .r +� _ t"I r -41 4 - I... .1 I . .1.1 I -1 I'' " - i . '�I�� I I I I i t"'.. . rr ..; . �... � ...li .. . �j I � 1 �4.* ..� ..L... I .., ...� . �� w�� t, - I ' r -j -. I . .1. , I . � I . r -I.. .I I , I , * �...I .�, ,�w: .�� , _m�� . ._ . I : . I..4 ... . jr � .- I j :...� ... ... . i I .�i ,I r'�� Nk I ] I . .. . - 4 *1 - ..1- . r.. ....I I I + .. . , . # . .� I :::.... , :1 _I .r. �j_....I_. AL-I.. - 4 .........1 ._1 I . .....- .. �........t- __T, ,""" , - , i " �._t:+ _. *� ��'.��.L��J.�_ _..., . -. t._...t..... .....-.:.. . I.... 1 .0 I -.1-111.....I'll..111'r �i �. I 7 I .r. A . I .. �.. ,*::. :.. i lr�.A . .. ��iZV!57_ .Y7.2'5 F..r --ry A 'P: . I.. ....L -4 r. � ....I . I. I I i I I I 11 i -i I I - I ez0or, �..1c, a; .1 +:...I ,;I I- -i - I I I __..-,...r.... _ . _:4L.L,._.1_. ...-. . I I _ ji 1 i � .. �I I� - - I . I r -�.'.' .� . :....I .-, ...., - -r-71 f.- � ----------t-- -1 I . � . . -'��-4', . .I I I --1 r-T-w- � .... �....I . _ I..F- . � ... �.1 . T--_['_-. � : - I I. I I - , . . .-I � j--- - � ...�w�..��...� r - ... -+-.-I L.J__..+.1��_JL�....F.T.1- ...... . I I .....I .... . - . r-- :,_ .I _ � I �-,...w I I I .. .. r I--- ,�_:�� � : : _64kf*?c el,R, 1(500_p) ." - j _ - . .1 ..1, ..� -: I ' : .r - -- - -�i� 1- ;... .. ...i r. . I I I I I j I ,, :A , I I ... I r� �. �... .. _ I - ; [ r I , ,-1 _'T,, - +� r jr ..t I r r I I . ... I _ I : I I i I j j I I j � -r I.. - ' r-11 �:� ... .... .f(CI&L; , I I r I � r I 4. -j .r 1.I.. A t I i I i I I r I�.. . .. r r f ....� I I t �.�� +... .1 r...I .. � I I ���1 i r I... , i_ _ I . i i . I m . . .. I - I - -- I L i 'I ! +. . ,...] I I.., . ,...I r.. .. ..I. .-._... ... :: I ... .Jr.. : .+ .i � -i . I . I .-] !... _j_ :..�i ... - 0 c It..�1. I I _ I , ___k.� -1_' .-I-_.:��� , , --_Lqffl*�A_ I .� 1+ / / /; & J* FLOW PER HYDROLOGY STLM PREPARD BY 149 // /Z CONSTRUC!TION NOTES & QUANTITY OPIMON I DWIGHT F FRENCH, INC. AND APPROVED BY I , -it-mom"'tal A ocim . THE CITY OF RANCHO CUCAMONGA,ON FILE IN . - P.-Eviltiroq 6ve 0 new twit p+/ I -D) THE OFFICE OF THE CITY ENGINEER (or .31 at 11 1qndttd by - 1^,,- 1. CONSTRUCT 54" RCP (1500 \ th4 E-Nginter) I I LT__9 Q 2 CONSTRUCT 48" RCP (1000-D) I / - 12.NoIrrit"01 pocles in . . 0- ONSTRUCT 42" RCP (1000-D) . \ / \ LATERAL "A-1" 0 . Class *8' Concre.4 - . 4 DELETED r . . . S.D. STA 11+23.35 M.B. "B" 0 .. M 61 j( for Splash Pad 1121 (�>. . . I . el - - 5 DELETED - .. --- r SECTION A-A @___�ONSTRUCT 30" RCP (1250-D) I A=4500010011 I ZFSR ONSTRUCT JUNCTION STUCTURE 4. PER STD. NO. 508 . ""'\< )'t__ - . 1 7 . C 1::::__� _= B=4811 E=8.51 I I I &_�� CONSTRUCT MANHOLE B PER STD. NO. 511 a Y7- ___ __ a - . I ;. &_ Jv 40.. �"�� "_____� C=8.1 L=I 1 0 1 1 . I.. *4 ba" &18,0.c,-., \Z� CONSTRUCT CATCH BASIN NO. 6 PER L.A.C.F.C.D. STD. Se',4LE: / Ar D=4211 ELEV. r.=1646.22 f a-.at'o-, I �8 ,\ �'A PLAN NO. 2 -D109 WITH CASE "B" LOCAL DEPRESSION 61'=4 8" ELEV. S=1646.13 -EF-1 - - ____4 8 i -D 248. (SEE NOTE BELOW) � L I I !I I --_ -1 PER PLAN NO. 2 1 ',4 .1 I CONSTRUCT BRICK & MORTAR PLUG 1-1 I LATERALWA-r �i ; -. 'it ;r, 7!� 1 1 CONSTRUCT PIPE OUTLET PER DETAIL HEREON �__ @-7 \1.111, \ S.D. STA 11+58.69 J.8. "A" L 'A 1 12 REMOVE AND REPLACE EXIST. A.C. DITCH . I . ��__f-A - . �. ALTERN rE SECTION A-A REINFORCED CONCRETE SLAB ON A A @_REMOVE AND REPLACE EXIST. A.C. PAVEMENT I I A=4500010011 >__ _SI�p_q __�Dj_ A� 'REMOVE AND REPLACE EXIST. CURB AND GUTTER + \ \ . B=3011- E=5.01 ) 'c'.it' I - @_15 REMOVE EXIST CURB AND GUTTER I C=5.91 L=4.21 -maglac-2- . A- 10' - fL06-1 /AM #A 504 16 REMOVE BRICK & MORTAR PLUG FOR PHASE H -_ _< m F=1.31 ELEV. R=1649.26 PLAN A- (o' C-1Z' h,0.1* dy''61 @__��_CONSTRUCTION . '*�� 0=1.31 ELEV. S=1648.85 .,. ro rA I- /_EN 6 rH m,/2 , . .. -. .. .- . . . . . . I . z x Nll,� . I I , a banit or lavtc 111 I c .: I __ - \ L LATERAL "A-3" Ne:1 Slopt(As Shown)-Others to SAN BERNARDINO COUNTY z be at Approved by th4 Er-g;meer. . FLOOD CONTROL DISTRICT - - - .. . I z S.D. STA 12+30.26 M.H. "B" \ Ev.htmg to*4) q4 REvISIONS OWN. BY I - *'*N� I �_- 11 - I ,�_____ _r A=45000'00" \ flow Ii" - . 1pro;. pive 11-1-65 C.19 OF LOS ANGELES GRATE AND FRAME (STD. S-342-1) AS B=3011 E=7.91 7A ,_rte-Lim C.O.Wo I I Dim.10-11-74 FILE NO SHOWN ON DETAIL HEREON OR APPROVED EQUIVALENT. L - - 1011�p "*�� C=6.4 - L=9.91 It'Zubble mu7R.7'rw I -wi - -_ S.P 183-A NOTE: . ALL CATC`H BASIN NO. "SHALL BE FURNISHED WITH CITY x 11 I r - . I - ,e ALL GRATES MUST BE "'BICYCLE PROOF" - � 11 D1=4211 ELEV. R=1653.57 Sm,k Protection - I I 10 . I I . I W � I . � . .. . I 1___� ___ D�48'r ELEV. S=1653.78 6 *i - ,-.-' ezzve 7- e.-I I . ____ ��1�11�I N�11�� I .1* N U-2 j . . I I I ______ 11__� W LATERAL "A-4" /< . SECTION 8-8 1+ I . . ,,,,,,, - I-,- S.D. STA 10+59.00 J.S. "A" A bart 0 19*0.C. . lk - � , /51 '"��-I..L41. . . I I I / '', � -.-/-7-p- %"�� % .I K / x A=6000010011 . . ,j I ) /0,400.6v AQ011VIAW &_ u . ; .. I--,' . .e.y __@ . I B=30" F=1.11- of vja I I DETAILS OF PIPE THRU z / 169.5 ZIF/1vv la-9-4 10 14Z. gi I r n d ank ProtecIton I-,- ------_ __11 . u C=4.91 G=2.21 ALTERNATE 0 ... I ________� < A71-4�- --vw 0"iffe-4-I'v ---.,-) `-, -M-Arx r-v,-oo.1w if .mpv,W,,%,_x-,W 6e,d7Z' .4 111:� . � x D=5411 L=4.1 FIEWORCED ZONCRETE SLAS TRAPEZOIDAL EARTH CHANNEL � ___� I I ',-,,(7,0. AV,O e-440, -41- 4'rl' V- -5-a- E=3.51 ELEV. R=1643.51 CH SLOPE IN LEu.OF "OLE w % -----k-- __j_� _..,� _ - ",/ � . W %**�� __v__1 --- % __� I - X0 - - . 11 L ELEV. S=1641.46 I . I k -T- = . �_o .. . I - -___1y_ -==-- a`6401AI ZIA4e,4zxrx1 - 2t w I I � . . �jmxm�!� if mmmmmat�-j � w __ _v . . --- X_ xa_x -%( x - - __ --- __ x -- rL____.k_ I I 11 I rl_� slr4-107443�1-zv I . � _/ " 4-4f 1 Ap.o Lxrs",�. "A P t" . e. �,,4" 460 ,,,ZAA (-.0 oo. . Wpw k k,U _47_4.,x',r I., ,,ZA /9 ZL_�_,_, --- I 10,0�6& I --.A.&- - - - - - e)--` 's, .W. . - 11 eg"P,gl I i - - - - ___ ____ ___ ___ - - L_ - __ - __ - - - - - - , - ____ - _____ - - - ___ - -_ -_ - - - - -_ -_.-_- -_ � 1 JLSS10,V, i DESCRIPTION OF REVISION DATE CITY 1 4. % 4fr0l',W ",40fdo.XK - IV\ 4e APPROVED I N 116 ~9=c' �kup I e, I 4 407.4 VvILM.tV ff.C." I .40 � � !!94_�_rj,, 6D. ST4. /0 I.-50.?6/47N. -817%CJ' � 0. r1N7FMM)- ?V C" IR 4111, 4,� 1 % 12 1.r ,E I - ,ert9,r4 ",41F.4019- all. r4k TIAUTIF)- Z40 c,rs _� 1�j* -0 � � , , -Irp C.13 VA CITY OF RANCHO CUCAMONGA . em Ile"14-Av.,00 W = . 9 (�) 5 e-alf1sr __�@ I = I I - (1) . . I 1--�,=zirvApe- 42 " Rcp - NO-C 28022 --V-"- . * * PLAN AND PROFILE 4 - fv,-) - !4 __ ,1-41 I _T - IIIIIIIIIIIIII 1401�k a C2� - .. k--�, / _+- �� _0�_ - 4_,_-�,I A0 llq� -r, - . �n . . I (1� I -0 C, �_� k./ t"') u . U;� . I . cmv 1% �� `11A v * �_� A u �� k�� E) � 11 I - -��ITA I I+2691.155 -T-4- ;.� _ I 1p_ - 1 _ . - A - -- - - F \i MASTER PLAN LINE 3 H I -___ % 110:11 13 1_ ,__._,__:,__ ,:;� _ _ - - -113 - - - - - .- - - - . - % $ � AVEN AV BENCH MARK I LSTORM. DRAIN - - - .- '(51 � - L t-9r-r I - ,; -Eyy - 0:0*04, S - om 110-le-q-45- 0 - cv - H__ __ ,� ,m). MIVM MICIM 'S WTICIEU CONTWACTIMS \3 '-@-,-!%:"-,, ,..,- ��, Irm - 0? -kl m ,,Arff S .4-.9 r6.rplo,�o l-'ORO;�0se'D r- 5,RWER - _ , /210 C*Irs - � . go __ - 49 ,", - 69 ,r) v 46 0 ers - Of S -.r - -- r -- - , - -_ - ,- HAVEN AVENUE N/9 BANYON STREET CONTRACTOR AGIVES THAT HE SHALL ASSUME SOLIE AND C Z111-7-- i _ . I I - - _ _16 1.1 / - _. ____ . .- - /We I W CITY OF RANCHO CUCAMONGA I . - . --- 1.I , - -- __ - - - - - . -.d,O - 1.1111111 - I I I - -_ - -- . - B.M. #85. %---- �, I � 'J N I - 151TA 11+&I-11`53 CHIZ. "Off SE CURB RET., SOUTH APPROVED BY / D A T E &Y-f714 C_cS_,�;72p_:-_- J_M,0!Z.jAk0?_ -f,Alno4k�� \ , -,_ INCLUDING SAFETY O H , r.K I ) . . I I NU O NORMAL WORKING HOURS; AND THAT - - - _.. - - 1, - vmm- "e-.f7,K- ENTRANCE TO CHAFFEY COLLEGE, CITY ENGINEER . . - - s- - R.C.E.NO.23889 M - -L,A 7EAA L \Slr�.�,?W-_JTI-11�10_5 01�WWA1__r17;ip25W14_f,s, o EAST SIDE OF HAVEN AVENUE V-6 HARMLESS FROM ANY A14D ALL LIABILITY, REAL OR ALLEM, IN CONNECTION WITH % A-1 9 4CA5r',1V0:' a,, C-a 4 " -24'-4'<a 15 DESIGN Of - N B 4FY'4e7X"-A-4W 17 m . .1 - RECOMMFNDED - �1 A -47 eM. _41ilel,el i�v.a::511f--"Illl--19"-,.91!5;;alt-f 1!!5;1;1p_4r.c_ . JL - - . I I CmL ENGINErm - N R THE ENG H I /-,\ 5,0 4*4 11-,4_,v-" ,CC, 0 e rp XLEVATION 1688.751 , ,� -,� NG . QrA A. tj pe, + e-.0 /cv 4g, c- aese �����_ , _ . . - -_ OCATIONS OF LINDERGROU04D UTILITIES OR STRUCTURES SHOWN ON W x,w ,or,Ime srxelc. ,w, " -,�;,-4f a ??7VW1'V A01e,41M oeMMIT MrA . � r I :14:* I I . LAND SU,'VEYI � . . � I I LAND PLANNING - I 11, DRAWN . - " ' 'I SHEET U N40 re * .plms,r .r �.r Im.pApovemrArrs w1t.it I -lf7-4rl'rA-.J"yg,*:7eliF.4WAWI--C,7,7Lc,'-f,4-f ���� 0__ de, oe llelv.I?w" le-4r--5-.4:20,Z_ 70 469 Ir-41�Fzv IDS / .�Ivfm - UP�At4e CA 91 780 #f,141946-9919 2 OF. 2 Afr-4= _4n*49'"rmw-47z" '3Ava, e--",_.!r-4f,0, v-dp-a- � B - -- - ��4mnr az - -14'00- ,e-,05.00' e-- 53. /7' rie 17M" . rWO I-r_ U U R R4FOUIRE SerAWA7,41-E 60MOS i 9 VIA � eZ �,- ,d`4e . . " -___4!1v __4f L .,O -04f/ - &I � - - -, __ - _. - - - - , - f - `-",a 4.4 � 1� 1*. ? � Ill I T I_.�_ I I I I LL I I I I I j _. I f I I T I I I # 1 4 1 1 1 1 1 ._�_ I I + � i i f _t --I I � , - I I -t_ i ? I It , I I - I I i I 1 4 4� - m.�_ I I I -�_ t- ; �_ I s4 � -t . + i I I .1 .41 -1 i f 0 : - - I �_ - 1, I i t N - I t 7 ..1+ ii i- - � I t j f J ;71 - I i Ht E:. ., I : I '[ i. i I -1 i AVEN , 4 j �_ 4 + 4 1 1 � t + . I I , r, i I I , , '� - "' I . . - - , i A I I A�I - I i - _; . ;�1+ � -1�1 L t .-,- - , I F - I I �I t I I t i :1 I __�_ I I .- i I f ; L I 1* I . I t I I = I I ,tv� _L1 I I I I I I I pt I i I I I-. I - i�, 5 1 1 I :1 �.I I I I = / I i I @ae��41 ITIv a e-'zWz,!9.-f4 - .4-tl��_ .NO, Pe,el,JIT5 8y,4peV4&0,AVeR r5) -41'4s" ,oc-45-oo' z- rs.rus' r- Is.2--o' , , , Col.;j?X/71Fj-- DRAWING NO. � ONTRACTOR IS REQUI ." v &j- sir r ,�, NO. . R- UTILITIES OR STRUCTURES NOT OF RECORD OR NOT SHOW I . . - I I . - / � I - - - - - K_ DATE FILE NO. . 926 D ____ � � . . _____ �_____.�- ________ __ - I I - I � I ___,�-__-__" ____,____ I_ I-- .�I,------__ __ -1� ---1 I'll 11 � ___�_____-__-_�-___ - - -,--------,, - --- I ---,----_____ _____�I ____ I __-___- . __ I I , I � . I