Loading...
1204 SEWER NOTES WORK TO BE DONE GENERAL NOTES 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE LEUCADIA COUNTY WATER DISTRICT (L.C.W.D.) IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO STANDARD SPECIFICATIONS. 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF 2. THE CONTRA6TOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY CONSTRUCTION. BE DONE ACCORDING TO THESE PLANS; THE CURRENT PUBLIC WORKS FOR ALL WORK WITHIN THE STREET RIGHT -OF -WAY. DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS 3. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR PRIOR TO BACKFILL AND SPECIAL PROVISIONS FOR IMPROVEMENT OF -SUBDIVISION 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN OVER ANY SEWER "Y "S. STREETS AND STANDARD REFERENCE DRAWINGS. DIEGO COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPECIFICATIONS. LABORATORY. 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE L.C.W.D. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CON ENGINEER. ITEM STD. DWG NO. LEGEND STITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT 6. APPROVAL OF THIS PLAN BY L.C.W.D. DffS NOT CONSTITUTE A REPRESENTATION AS TO THE BOUNDARY. ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF ANY UNDERGROUND CONNECT TO EXISTING 8" V.C.P. SEWER MAIN �- 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 8" P.V.C. SEWER MAIN ;HALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CON - 7. ALL LATERALS AND MAINS SHALL BE TESTED BY AIR TEST METHOD AFTER CONSTRUCTION OF ALL 5-4 _$ STRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. OTHER UTILITIES AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS. SEWER MANHOLE S -1 8. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 HOURS IN ADVANCE OF BEGINNING WORK SO THAT 5. THE EXON THESE E AND LOCATION OF EXISTING UNDERGROUND FACILITIES INSPECTION CAN BE PROVIDED. SEWER SERVICE LATERAL S -13 _® SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE 9. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 -INCH MINIMUM COVER. ALL LATERALS #ASBESTOS CEMEW7W,47E ",,4 /,US, CLASS 150 G " uI _.4CP NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRCAUTIONARY A BUTTERFLY V,4LliE.498E,NBLY "B� MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND 10. ALL LOTS SHALL BE SERVED BY 4 -INCH LATERALS SET AT A MINIMUM GRADE OF 2.0% WITH A ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. MINIMUM DROP OF 0.3 FEET, AND AN INVERT DEPTH OF 6 -FEET BELOW TOP OF CURB AT PROPERTY fIF F/,4E A/YOR4NT 455Eti18LY LINE, UNLESS OTHERWISE APPROVED BY L.C.W.D. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO 11. STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER CONSTRUCTION ARE AVAILIABLE AT THE M4NU4L 4/P PELEASE A95EMB[Y �� BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO DISTRICT OFFICE. .11 CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY H/4TER 9ERY /CE �-0 EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUF- 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF THE CONTRACTOR. FICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS 13. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF THE DISTRICT. 3" A.C. PAVEMENT OVER 6" AG. BASE IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 14. ALL PIPES SHALL HAVE 4 -INCH (MIN.) CRUSHED ROCK BEDDING, SHOWN ON L.C.W.D. STANDARD TYPE "G" CURB & GUTTER G -2 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS b ELECTRIC 4" P.C.C. SIDEWALK 0 -7 �' DRAWING 5 -12. T'�' COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: 16. WHERE TRENCHES ARE WITHIN EASEMENTS,.SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER RESIDENTIAL DRIVEWAY ( /(*'W /DE, 7"Y G -14 ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDER - OF WORK AND THE DISTRICT BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH COUNTY STREET MONUMENT M 10 o GROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES STD. 9 BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON -SITE AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS 6 EARTHWORK SPECIFICATIONS. H.P.S.V. ORNAMENTAL STREET LIGHT E -1,E -2 0-3:1 ELECTRIC COMPANY. TELEPHONE: 232 -4252 17. SEWER LATERAL TABLE IS ON SHEET NO. 2 SAWCUT &REMOVE A.C. PAVEMENT B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY 18. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6205 BY SUBMITTING A DETAILED PLAN PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORK SAWCUT & REMOVE P.C.C. SIDEWALK COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH'OR ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE TRENCHES OR DURING THE PIPE INSTJALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL SAWCUT & REMOVE TYPE "G" CURB & GUTTER "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF :iFFSITE INSTALL ONE W53 ( "NOT A THROUGH STREET ") SIGN, 24" x 24" APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTBLISHED BY THE CONSTRUCTION SAFETY x. 0.63" ALUMINUM AT ENTRANCE OF THE CULDESAC NEAR TRAILVIEW. TELEPHONE: 298 0595 ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL OR STURCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. # W,47E:P /MPROVEMENTSFYR OLIVENN4 1N MW.O 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT STANDARD SPEC /F/C,4T /DAYS AM910R DR,4W/N68. THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, WATER NOTES AND BEAR THE COST OF RELOCATIONS, IF NEEDED. 1. WATER WORKS SHALL BE CONTRUCTED IN ACCORDANCE WITH THE STANDARDS OF THE OLIVENHAIN 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND MUNICIPAL WATER DISTRICT. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS RELOCATED OUTSIDE THE AREAS TO BE PAVED. INSTALLAT IONS ". FOR LOCATION OF CABLES AND APPURTENANCES J ON THE JOB SITE AT ALL TIMES. CONTACT CABLEVISION. TELEPHONE: 746-6666 II 10 9 8 7 6 1 2. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON - THE WATER MAIN PROFILE, TOP OF PIPE PROFILE 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN I IS 48 INCHES BELOW CENTER LINE FINISH GRADE OF STREET. I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS ON THE "AS-BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE 3. INSTALL A MINIMUM OF 1 INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 FEET FROM SHOWN ON THESE PLANS WITHIN THE EXISTING COUNTY RIGHT LOCATED WITHIN THE DEDICATED RIGHT -OF-WAY, OR WITHIN EASEMENTS A SIDE LOT LINE. A 3/4" -HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IM- OF WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION DEDICATED TO THE COUNTY OF SAN DIEGO. T , PRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON ANY NORMAL CONSTRUCT A LIGHT SYSTEM CONFORMING TO SAN DIEGO COUNTY STANDARDS AT NO 4. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS IN THE WATER MAIN PROFILE. WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT RIDGE DRIVE OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER COST TO THE PUBLIC SUBJECT TO THE FOLLOWING: 5. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE WET. THE TIME AND M OL. DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHAL BE MADE SUBECT TO APPROVAL BY THE (1) CUT -OFF LUMINAIRES SHALL BE INSTALLED WHICH WILL PROVE TRUE 90' CUTOFF DISTRICT. L tjvL AND PREVENT PROJECTION OF LIGHT ABOVE THE HORIZONTAL FROM THE LOWEST 6. A.C. BY A.C. ON -LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS, SHALL BE LOCATED R ERT L. ANDERS N POINT OF THE LAMP OR LIGHT EMITTING REFRACTOR OR DEVICE. = ON THE PROLONGATION OF THE STREET RIGHT -OF -WAY WHENEVER POSSIBLE. OWNER (2) ALL FIXTURES SHALL USE A CLEAR, HIGH PRESSURE, SODIUM VAPOR LIGHT 3 4 5 7. INSTALL FIRE HYDRANTS AT LOCATION REQUIRED BY FIRE DISTRICT. RHO SANTA CA. 92067 SOURCE. 3 8 CONTRACTOR SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL (3) NO MERCURY VAPOR, QUARTZ, METAL HALIDE OR DIFFUSE COATED HIGH PRESSURE SAFETY FOR ALL TRENCH WORK WHERE FACILITIES ARE TO BE CONSTRUCTED FOR OR TO BE TURNED SODIUM LAMPS SHALL BE INSTALLED. OVER TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT. COPY OF PERMIT SHALL BE SUBMITTED TO THE ,,,,AA DISTRICT PRIOR TO START OF WORK. 9. KEY 11/1/1P REVISED STANDARD SPECIFICATION FOR STERILIZATION, SECTION C -1 TO READ AS FOLLOWS: "...A �`II CHLORINE CONCENTRATION OF APPROXIMATELY 50 PPM OR THAT WHICH WILL PROVIDE A MINIMUM SCALE: 1" =1001± RESIDUAL OF 25 PPM IN ALL PARTS OF THE LINE AFTER 24 HOURS HAVE ELAPSED." II 10. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E.: LINE CROSSINGS, LINE PARAL- e/ " 6 I.EGIEND: LELING OR PROPOSED CONNECTIONS SHALL BE FIELD - VERIFIED. .6 INDICATES SUBDIVISION BOUNDARY -- /1. V,4LVEBOXESSW,4LL BE /A/TEGR,4L r4ST/ RONL/ DA NOF ,4,4ME.4SSEMBLY,TYPEGIi-8,.49 I { INDICATES SHEET NO. M.A1Z1X; 7-'1A ,0 8Y90UTHWES7 A0e 1/ ORYORALN40BR4A01 WR4NYL749, lye 1 AA { INDICATES WATER MAIN -- - - - - -- 119EN71,c/CA710N M, 4RK/ NGFORL /OSPCRO /STR /CTO /RECT /I/ES. r � INDICATES SEWER MAIN- -� - -�- tA lf ~- INDICATES STREET LIGHT O INDICATES FIRE HYDRANT z / //'D� TYPICAL SECTION INDICATES IANHOLE O AC OVER e E / / AC OVER le 11 D& A/ CZA -DE - eAC . B ERRA RWWSE DRIVE STRUCTURAL SECTION PER GENERAL NOTES #2 Nu f0 0 r� � ) ze +, 4.147 o MHO �`;' ENGINEER OF WORK 4W `� >� /Z -SIBS w I W Ib 32256 - {: , ✓ {' THOMAS AND ASSOCIATES f4� ; •`.,^ PO SOX =SS i Q�� ♦��� * r F Df G � � "� SOLANA ■TACO CA. M75 WATER MAIN EXTENSION NO. 113 » s ENCINITAS SITE As - BUiCr - PEFIMITS ,� PRIVATE CONTRACT` pyL- jiyjr %JZp 1 THOMAS ENSii LEERS TENTATIVE MAP TM 4407 CM V 90 SAN NEBO R-4 -B3 10,36 8 CO"MERCE 67 /t/ MARCOS CA, 92069 DEPARTMENT OF PUBLIC WORKS SA GRADING PERMIT L -OJIa! MAJOR USE PERMIT N ' t 31 J 47/ -8B %fin ONE COUN OF SAN DIEGO IT /D� <IS RCE32�56 0A1-,E- OTHER PERMITS NONE TRACT NO 4407 B(Y� VICINITY YAP FLOOD C Y TRCL DISTRICT SEWER AGENCY MATER AGENCY COUNTY AF*wh ED CHANGES BENCH MARK CALlORMIA -• . T! 5 NO SCALE BAN DIEGO COUNTY FLOOD CONTROL DISTRICT LE OU ADIA COUNTY WATER DIST. IVENHAIN MUNICIPAL WATER DIST. 0 0 WATER WORKS APPROVAL / /AS B w � /� 4 1 , OE 80111TION: " IRON PIN N NC 322 -1 4rw.+ UiV APPROVED BY: BOYLE ENGINEERING CORP. MICRC1u - fviED DATE: ISTRICT CONSULTING ENGINEERING LOCATION+ 0.5 MI. N'LY ALONG RHO SANTA FE ROAD ACROSS FROM C4 WmirmanEft"Tw. AFMOVES /V: APPROVES By 1987 JAM 2 G i98�} EO E P. P. #119552 P a ° '' _ 3 l'2 8Q SO -0019" O/ seem Few: COUNTY BENCH LEVELS . M '�Q �/n Er,: "..ROFILMED � Z7- �� ww ELEVATION: 129.773 OAriy, USC & GS THOMA a C. E 7 44 07- rww ww —wwwwww wwww www wwwwwwwwww rww wwwwwwwwww ww w:srwww wwwwww www w� �w— .� wwwwww ww w wwS wwwwwwwww - rwwwwwwwwwwwrS_S�w: SSS�S� SMCS�� �s �Sw�= w w =�� `� S_�S_�__S_S� �. _� '•�'w�i� w.ww _ rwwwwwwwwwww TTrr wS wwTSa S �, ^ ±� SS �� ������ �5���.i�.`.. •—, S�wS= =S wwwwwww w wwwww www rww www ��w��ww wwwai•r. •:• .�a /..•Ii.www� SIM gwwwwwwwwwww wwww w w wwww MCMC rww wwwwwwwwww www••. M C : M �wwwsrwww wwwwww wwwwww = _ wwssw\rw.r� °- rw�wwwww w�S� �r���rw rww wr_rw_w_wrw_w_w_w_w w__ww-\ ww Ml M C , —wwwww wwwwww ww - - .. Mwssw r. •aw_w_ .__�_w www .�r 1�wiw__�srwr=•�� -,-s —www www wwww wwrsu••. w w � �r•w•�.w�.i.� — � • `w wwww wwwwww ww w lww ww :sr�•.wwww� www wwww w =w w _�_ o_s_r ww — w �w MC MI rwwwwwwwwwwwwwww�.• sr��� •�ws�wr�sr�r�a�w wwww_wwwwww wwwrw�•. �_�wrrsrw a.s ws r � :ww e. == ==== === ss = ° == =O °° °======— s =w ?� =_ s w I � www wwwwwwwww __ � w �� www ww www —ww— - ww=— w— w--"— ww---- ww-- w— w—=--------- w— w--= =— ss= " -•C Srw www wwwwws. ww ww - -- wwwwww wwww —wwwwwww_ -- w— —wwww ss�_� r= wwwwww— wwwwwww —wwww - fi • s� w�= —wwww w www wwwwwwww w wwwww_--_- 5 - -��w SS --= =— www w w wwwwwww — _ w w - -w ww wwr - w-• ww. - wr •- w S � w wwwwwwww —ww _ _ -- wwww_— _— _ _— ��w wr -mow... s_w_r.. ww.- w_w-- _•= T =_� == _ rwww - - wwwwwwwwwwwr= .. . rr�= _wisww.rsw_�_�_w_w__wws�= _— �__w'�__w_ww_w_wwww_www �s�w:�w� •••� �_w w_r� w_w_w_.��iw ww _ _S iwr.w !. ra _ S SA ___ rww wwwwww—� w� wwwrr �...r r�rw�. • www aww _ / •. w��.r�rw.�rwa. wwww wwT rww ww wwww— s � s wwwws�s r. w.r� li.� w srw —wwww www raw_ \rw sw r\w rrsw..�.\. ww�- ww:rwww �� ��1� �- •�r rwwwwwwwwwTrwwww r• w..•ri"w\r>.id. s �i L-w rrsrw� www wwwwSMww_w� www• �ws wws'r.w ��su': s..ww __w_w_wwww :��iw •r�iwTr� rwwwwwwwwwww— wwSr. �_..•rw\.sw..ili��w.I� wwww w w __ ww _ w_s�w_.�w_r_ wws w —w wwww ZMC ter \�rri ____!_I\ •rri.l •� . �� __ MCNINIS _____ __w•r.s w ___ _____ � 1'1 w_ .i ••s ___�_____ � _ ____ • __��i ../r•a✓II. - �� •• __� �•-•� ___N L_ Id — s 21111 _ �O ri r�•w rwwwwwwwwwwwwwwwr .wwww�w�w_ wwww -- wwwwww wwwwww�. ___� --- CSCOSSCSSSSCOCSSO:CSSSSSSSSp� :•����s����s�sss���ssss�����s� .. wwwwwwwwwww LS._._. �wwwwwwwwwwwwwwwr•www mow, wwww.. �w— www— ww wwwwwwwwwwwwwwwwwwa.�wwwwwwwwZw =iii •w LMN rwwwwwwwwwww— wwwr•wwwwww.�wwwwwwwwwwww wwwwwwwwww— ws���I.- wwwwwwwww w w — wwwwwwwww____wwr•wwwwww� wwwwwwwwww wwwfwwwwww w wwwwww —_-. w_..��ws ww wwwwww www w r S �••�s $� =� rww -- wwwwww-- wwwr.wwwwwr�� .wwwwwwwwww --- wwwwww — wwwwwwww w -sr•w= - wwwwww �•�' �Q� �'iw�mm rww wwwwwwwww ww wr•ww wwww w wwwwww--- wwwwwwMCMC� wws�wwwww�- ww�....wwwwwMl ww w _ rww www —wwwwww _wwr•wwwwws.. �I�iwwwwwwwww wwwti•/I.r r. r. .r ___ _rww wwwwwwwwww wwwr•wwwwwr .�_.�_wwwww wwl.I. ...I.I...•. www wwrsww w•\._w ss•wwww =ME �— ____ __ • wl • ____ �__ • \vim Y ._ . r� _ • ____! ��w__ w ___ w ____ '•r w ? �• __� _�_ w ___ •___ 0ll ____ _= _ _ __1_w_• _ __ ___ .� •. ____ I �S ____!_w..���_I ____ �w__ = __ __�w_w___�_ _-___ r. •r •___ _ __ • ___ —. ice ♦ .t _ __ SIS ___/• Y �_ I _____ ____ _ ___ __ __ �_ _______ ____ " __ _ _____ ___________ _ = rww w � w wwwwwww_w_ww_r• •ww `ww �� �MC IM s w_ w wwwww w w w wwwr•s=•' =www w•my .sr.�w ww w �w www w w _ s_.� —wwww swwwwww wwwwi..rr ..�i`T�_wi:�ws��.�w ww•��sTiT���� •www -www www_ wwwwwwr�•ww •a .rwws�_ ww_ wwr-wwwwwwwww rww wwww— wwww w ww••.•wwwwrs�w\rwwww s �_ _ rr••• •— � Zw =- = r = �•� � � rwwwwwwwwwww w w..• www•s�wrrwwwww wwswwwwwwwwww wwww�nr.sw• ski Q. �_�w�ww_w_ �i rww wwwwwwwwwT w�w...•s -www•�w•rwwwww ws� wwwwwwwww www sa.1... ws-wr• w .�I.sw ww www rwL rww wwwwwwwwwwwww .r•wwww•�— irwwwww_ — swvr �.• m' sssr.•sw ww•rww w � w wwww —w —wwwwww•..• wwwrww rww ww wws.�� wwr.r�� w �w\•i��,I �.�s..\�:..;�issr �ss.•ww•r == wwwsTi �T wwwwwwwwwwww� wig• wwww•rs �./uwwwwww u..w`. sa. wr.��ssw� _sw•r_w_w_ wt _� rwwwwwwwwwww wwg sw r wrlrww ww wwlws wwwwwww rrwi. �.a���n� wQ ^�r�r,,,wr-. www � � rwwwwwwwwwwwSwrTi ____�� �rww.r w ww_" s __ww__ !!�� __ www•• -- w__-- r..�.. : ..rrl. w_�_w _. _w. a.r s �w w= rww wwwwwwwww w� �1 ww ww wws•a1TZ -ws_ �����•�wr`: u.�wssw _ _____ w =w_�w_w_�_w__wTw w �� rww w www— w _ www � � _r w_ ww � �a�ii .�w_w_w_— _w_w_ �S�.i�. ��.� �� :: ��� ��___ r • __• w w ____ �✓r�w. rl.r�lrrw.IMww _Z =.�r rwwwwwwwwwww— wwwr•.��www•r�r•r� wwww w wwwwww r� f� �••�.z�• - wwwwwwr� wig = = rww wwwwwwwwwww w_r•s�wwwls�w wwww — wwww ww r ___ _ _ wwwwww ww 311 �aS rww wwwwwwwwwww �_ •r ww ww.� — ��•swi wwww w — wwwwww www_— �wr•\ w . _ww_w_I�_w_wwws�— �_�s��:'��jw� w_w_ww_w_w_w___ �s_IwwwT_w_ _�__ww�_r— _sue_— w_• � ww�Tiw r� r��s _ww_w_w_w_w_w_w_w_w w r r.rswwwlrw. �wwwww� wwwwwwwwww wr.w� wwwwwwr•sswww a www rww wwwwww wwwwww� • ��� •N •\ ���i� �_ .��w ww sue_ �wwwws.w ww ww wwwwww _wwww r\•.�wwwwa �_ _ ww_ w w _ awwL ww i �ww_sr. ra r .�..../ rww_ -- wwwwww w ww w -- • r. ::•. . ..r ww.r.�....JTawwwSww w•�r Tw_w_w_w_w_w_ �w w_w_w_w__ � www_w_ _ s ww www +www ,w www— wwwr.... w�. _� rww •dr y- .._m.:.wlwww rw --wwwwww www —.... r.• - �iw SwwwS_S�_�__��_�_ �:��- ��-�_�����:�.. �._�5�� SSS— rwL wwwwwwwwsTisQiwwwr•r�• i��` ^www_r•.wwwww wwwwwwwww ^ wwwwww Zw wwwwwwwww wwwwwww _ rw _ww_w__wwwwwwwwwwwwr•s..� wS =��� —sew -. . wwwww•5 :� ::���_wwww w ww w wwwww ---wwwwww r.�r MC mm: i�ww - Z • wr•_�i� r s� \ � � - ` - _w_ww —_www ____ 3a�r'ww www— lww_ wwwww_ww_w_ =_ r�iwww wwwwww w r•uiw. w aai. vw_w_w_w — w w w_w_w_w_w_ L r_`_ '-- -- s ^w _ _w W•: rw i �i: -i �. _______ ...rSw•Ts . , r w S �t _ _ _ w_ _ � w �_ _____ r. Sw =_S w s�I•w wwwwwwwww •rww r n."w ww wwww wwww —wwwwww w -� ��5�� rZ S w ww ww w www w w I� •�I•rsww�. r wwww � s SSww ww _ rww w wwwwww — �rssZZ .ri.•.ww -� -:� �wSwwu=lSwwww ww���SSS — = =:M:m:M ww • . r w w �w w wwwwww ww w w�_w rww wwwwwwwwS�S w• :��SS� '� � www ww wwwwwwww Sw wwwwwwwwww �rww� �� _� �� w �� T • • rww w wwwwww wr•s�ww r ••. T www SSww — _wwwwwww ww w wwwwwwww w ____ wwwwwwwww w TT�S r _wwwwwwwww ww wr srw wrw �fif r/�w wwww www www w wwwwwwww www —wwww �rI =�• w wwwwwwwwww w_r_•ww .� w_ w w_ �i I�S w_w_w_ w _ww_ w w__R w_w_____w_ wwM ww r.•�•• -•• r. n.rw �•.._'I.iwwww_w_ww rT�s�.wwwwwwwwww wwwwwwwwZSwww rww wwwwwwwwww wwwr•Z�:w wow wwwwwwwww wwwwwwwww wwwwwwwww ��, .�. wwwwwwwww —wwww ww IM rw —_ ww wwwwwwwwww wwwwwwwww wwww ww �' ' •www w _wwwwwwww ww rww wwwwwwwwww w wwr•ww��wf�wwww L� www wwwwwwwwww wwwwwwwwwwIlsswwwwww wwwwwwwww jwwww�i -ww www —wwww wwwr_�. www= _ _w w w_w__w w_�wwwwwwwww wwwwww r• a ••.swwww wwwwwwwww wwwwww ww . —w— swwwwww wr•w - 1 r�wwwww� .•,r ..i . 'rww_ w rwZ rw wwwwwww wwwwwww r •}� ww w.rw�•j _w �.wwwwwwwwwww_w__wwwwwwwwrr•.: r.°. swwwwww r wwwwwwwww wwwwwwwwww www —• • .�. • w•r w Tssww —wwww w ~' w_ w_ w_ ww _w_w_w_w_w_w_w_ i� �Zw•�w.r �� �wi�w�_�_w �Zww -fir — _wwwwww ...s \rwwwww rww wwwwwwwwww w wwr•w w �ww•�w.r �� www ww www wwwwww ww www�iswwwwww wwwwwwwwww — wwww wwwwww ww wr•w � �ww•�_w.rww_� www' sT � ___ ww__ w ♦.r. .r w _w_ww_ w w _ w _ _Z w__w w w_w__w r�� - . i_� �w_ w_w�__ww_w_w_w_w _w_ww_w_ww_ __•__ •_ M ____ _ .. 11 w��� WY _____ _ ___ ___ rr.r •vr.as __ L� __ rww wwwwwwwwwww wr•wss�•.r� • r r.�w w�.r wwww wwwwwwwwww ______ — wwwwww wwwwwwwfww Ml IM rww wwwwwwwwww www— •wss �� rw_I s�i. • � \ —wwww wwwwww ww_w_w_w__ww_w_ � I - 's.\eswwwwww w_w_ __ Ml =A�Mwln:all w_w_w_w_w_w_w_w_ w_w_w_w_w_w_wwww ____ __ r.Vl...� • • ._ _____ __ __ ______ ____ aq, =MS _ �� r- __.__.__•'� w. __ _ NEW Mc :r•ww• w ww ww wlrZ� ssww wwssww wwwwwwww w w rwwws�r- wwwwwwww www•,N• wSww wws..w ^wr••sr -w�wmw wwww _ww_ww_w a.w_ws_r •� ww ww�ww r�rS S�wwwr�s� �w•.t��:i wwww w � � :. • w,...vwwww� wwww�_S� —�S�__ S ��_� wZ ww! __ i�. i�. • :�.w_w_ __ _ T _ SS .�•rr...�wwww www www _______ _ w rww wwwwwwww wwww —• wwww— w . Tw:�w�i lww —wwww wwwwwwww "swssww ws�ww w � ; —www rww wwwww = wwwwwwww ww�sww.eswwwww www_ww_ w_wwwww�wwssw�.,• — wwwww wwww wwwrlwlr... r ll _I �r.._.r.IJSSSwwl.�www.2112 w w w — www—ww — w www =r _ ww —www ww wwww—•—•- ww __ �ws�ww • wwww —wwww wwww �w wwww _w_ Jr w_w__ww_r_•w= _ _swwrrw ww —wwww wwww —wwww www sw srrr wws�_w_w_sw.= www ww ww ww ww I��� wwwwwww w wwwwwr•wwww swrw was w _wwwwww w S wwww wwwwwa.sw,•,sw � \ rows __ www w wwwwww wwwwwww wwwr•w...r.• wwwwwwwww w wwww wwwww..swr,•• wwwLwwwww wwwwww�s s : •r rr _ _______ •� w www wT�wwww ww �` www w./...I.uIIw, was w\\s wZww` www wwww sw w_ w r'�.�wwwwwwwwww wwwwww iTwwwwww wwwwwwww _w w_w_w_w_�.r�� i�i.�i ��-I�� -�w• ww wwwwww_ww wwwwww_ Isw lZ w wwwwwww wwwww w wwww - r i 'w ww wwww w_w_www_w_www_w_w_w_ww�w... •Iw _, rs wwsZ';M . == Twwwww Z wI�r wwwwwwww_- -wwww ww rww w w w wwwwwww www w ww w www l� wwZwww w sw..aw ww ww wT —wwww rww wwwwwwwwww wwww —wwww wwZ wwwwww wwwwwwwwww .s w rrw ..mss. • www = —w www —wwww �� w Mll rww wwwwwwwwww wwww www _ _ __ _ _ s� _ r w w wwwwww _w =wwww wwww =w_w wwww w www __ ^ -wry. u_rw.: •- -•-,ww wwwwwwwwww Ti• wwwwwwww _ wwwwwwww wwww wwwwww__ � w _w_w_— wwww .rr w rs ww r •L• _w_w__ww_w_w__ww_ wwwwwwwwwww —www wwww _ wwwwwwwwwwwwwwwwwwww_ rwwwwwwwwwww —wwZ wwwwwlrr:Twwwwwwww wwwwwwwwww wwwwwwwwww w .r.ii-ww ww wwww ww ww ww w ww w MCIM rw wwwwwwwwwT wwwwwwww w wwwwww_w_w_w_w s� wwwww wwwwww _ w slTs ww M wwwwww w w _w a �w ww w T r� ww w ww wwwwwwwwww __ ===M:, , ______ _ ___� ____ Y_w_ _ �Twww _ _ w.r__ __ ______ wwwwwwwwwww Tw•r j wwwwwww wwwS�SSSSSSSS m wwwwww ww r• s•r.-ww w� w wwwwww ww wwwwwwwww wwwwwwwwww'• .wwwSww'...w w� SSm wwwwww =w w wwwwwwwww wwwwwwwwwwwwsrQ��Sww� www wwwwwwww w����•�Tww S wwww _ ww wwwwwwwwww wwww wwwwww wwwww����' — wwwwww �Sww�IM rww —wwww www www —wwww wwwwwwwwwww wSSwwwww wwwwww w ww � Ml rww wwwwwlLwwwr�www�wwS - -w wwwwT w— w��- �w:rSS� CCw� MC� �� wMC rww wwwwwwwwww ww www w ww wwwwwwwwww �i.�s• wwwwww _ rww wwwwwwwwww IM Ml M l w wwwwwwwwww wwwwwwww wwwwww�..Sw wwwCww�ww�� —wwww =� wwwwwwwwwwwwwwwwwwww w r wwwwww w� �wwwwwC�pw�Sww :� www_ rwwwwwwwwwww— wwwwwwwwww S��w SwwwOCw� w�wwwwwwwwwwwwwwwwww�������� �w www_���w�� rwwww wwwwwwwwwwwwwwwwwwww ME MO wwwwwwww www wwwwww wwwwww�� �� _� w � = rww wwwww ww wwwwZw www T w w w �wwwwwwwlrwwr�i --- __wwww wSM www www wwwwwwwwww wwwwwwwwww ww ww _ww_w__ww_w_w__ww__w_w__ww_www w wwwww www wwwwwwwwwwwww _rww_ w wwwww — www w w__ w__ w_ w _w_ _— _ _wwww— Ill r ww ww wwwwwwwwrr il ••s wS ' w wwwwwwww ww w w ww wwwwwwwww ww w wwwwwwwww wwww rww =M: M: w wwwwww w _ wwwwwwww www — wwww _ �•wwwww wwwwwwwwwwwwwwwwwwwwww wwww w ww w w www Z w = s __ _ rw= w wwwww lwwLr._ - 1 www'w'Tw wl ww __ _ ww w w_w_w_ww_ w wwwwwwwwwww wwww rw:••swwwwwwwww—— www�i� -�w� wwww •wwwwwwww wwwwwwwwwwwww wwwwww wwwwwwwwww wfwwwwwwww wwwwww— wwww_wwwwwww=w w_ww w�wwwww�. www�.w� \ 1 \ 1 '1 11 VI • �a r r B r ' / /•'� //' /7 Bi y �;� f'' • y . ?Y/ / • ,'I > A•,1 �%s`'i/ %//x' % / /A�,'/ e / p yj! 06 © ✓ 4jc . / ... /,ia' / �� G �.�. � /% ' %• .. /h jFf:'/ ,i/ ,< -.. %s'gAU 1 1 1 1 1 1 � / 1 1 • 1 1 / • � I • r 1 1 � ' I d •