Loading...
HomeMy WebLinkAbout968 t CONSTRUCTION NOTES AND ESTIMATED QUANTITIES * GENERAL NOTES NO. DESCRIPTION QUANTITY UN TITLE SHEET FOR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE CD CONST 3" A.C. OVER 4 so A. B. 46,000 SF 2. ALSTANDARDS PIPELINES ORE SUBSTRUCTURES Of ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, 2 CONST 6" CURB Ek GUTTER PER STD. DWG. NO. 303 . t'MOD/F/EDS 2,453 LFTRACT 12936VALVES,A7RE HMA175, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY 3 CONST. 4" P. C.C. SIDEWALK PER STD. DWG. NO. 310 . ES I5, 590 SF NOe LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 4 CONST. DRIVEWAY APPROACH PER STD. DWG. N0. 305 L 71920 SF 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR 5 INSTALL STREET NAME SIGN PER STD. DWG. NO. 402 5 EA RIGHT-OF-WAY. , 6 4. AMOR /D 1"r.44eArIAV Of AW/WMV, A 4fATc�,P/.?LS /'OST S3'.41L' ' ' if�l/1TF0 1D Ar MY'INSTALL STREET LIGHT (5800 LUMENS H.P.S.V.) 9 EA : Ar/ /AiriE�C tsr1AV ASC rEsrf aw TO vE-Pi� S/EVE 7 ADJUST MANHOLE FRAME COVER TO GRADE 3 EA _ AvgLrS/S A(/ SArVO EG�Y//�,4lEit/T Of,�','�EGATE 8 STREET TREES 55 EA ° 5. ALL SEWER, NATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND _ r r_j Ar-r 12,939 AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A J J WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. l• I 7. AT THE COMPLETION OF PAVINGA MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. I I TIA T ab} N DR y I ' lb"ADei t0' r LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STAB/L/7Y�ASL evaI 17"l 9 S►'/El/E` - - I I fir "Af 86/7 AV.4CYs'P3 OF /!'✓l"U- -WV0fr. I I / S/A�ET GGf?(T)77 S. WHEN:�1P°�2'�� 13`�1t2'lDdE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE 23 24 25 96 27 28 29 0 SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND �1 1 ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. £X I STING IMPROVEENTS 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE J\ PEZ P.M, all? CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE \� REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. hf� 2 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN HAZARD FREE, ORDERLY STATE, __-_.__--_ !!1►l £1 > A' ?'I 2Z r..� THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. IIS- �LO� L+rR � T r 1\1 rj 11. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING 41`I /Y//. AR �7 � \ _ REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE J. C r 12 /?13 INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE.IRWeAIWAND SHALL BE ACCOMPLISHED IN TEA OT BdU�VDA 2/ V �� / J COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS-1,/WlAge,4VI 'TJUV FACILITIES ARE SHOWN ON THESE PLANS. W Q !S 46 \� �13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL SECTION, BE ( 4V ¢3 4v 45 1 \ INSTALLED. 7y s 14. d7,f/)Wr&Z!UT/1/Tf'M"MMY .49 Ag"27/, 4d/rte 11W TO 2TC'.4GA1W1V 47 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40X, SHALL BE STAKED WITH 3' OFFSETS AT T 44 �I 12.5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL EXPANSION JOINTS. 99Nr/T/E5 std ,4ff fVR PE'Ril�l1' PUPArSES OKY. v 16. MZ 4"P w _*Pe,ES S//ALL , .FT eY 7,w Cw92_1,gC'TO.P O.P EA/C/.f/EEe. �Al/0W SWA rVArt A�ArT t8 !' AT ACL "f//i a'!5- IvowS, EGI;E A-P.►7liE.f �l/T fll/rUr�' �Y/1,•y/.V OD/fODl OfS!/S C�mw ELEVAT/Orf/ 447 _ Q�iVr`P.4CTl7R /5 117 DETEIl,N//YE H/S Of'!/N QUANT/r/E5 s N a (� 1� TK AC T BOUNDR R Y t/T lf41 Aw�E/WA/ 50/wIr/4vlE,Pv.4L8. , 9,'71W,v� sl.9.CEs Mr AF .PEIJU/,PEO BY G'/lk el/um4I E,P As A/VD B/D ,4 COMPLETE �IrOB. 'I ",ft*�► � �/ W �� _ ,t�EE0E0.91 svr�.PPfO o,� l4r�Pl/C,�L CU�PIiE '4f"S Sl/B-G,el4k ,S'lA.CES Sf/•9LL tIr /.f///ACE /O•P TO _R sae 4wvE er /,vs1rCTiov IE,CSDrvmerz' /TTER_ 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S $ RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. /7 IS. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES M /P a 4 / BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT 9 d ! SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. S _ 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES. 20. STREET; S/r,W PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE TRACT W DAZY P 3�'�� �� CONSTRUCTED AT EACH INTERSECTION. APA/N PE"R A•M. g L/7 t! "wv/,GG' S/44CC Ale- f'Se-vPiGIEO w .9L�lf7�h9rf/l'� /1�IT.Y�t-!/ Glr .�t/17 l il�7f�T T�3'13' TA.0 P !b GZ`TEPrt'!/rt�E SJ'.PIICT//.P.9L SEL'T/alw. ('�-,P/O�C /O -/Aw fl•4it/ A�f.PolGgL P2 4fC Ul/L/T/ES,F/�pE f1YOl�Q,VTg; g7',tlEET 4/0/,11r5',Ai/<!/L CJIDXES,Ere BNACL MJF AP&eprE/O SCALE/s/00' PRIVATE ENGINEER 'S NOTICE TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED .TO NORMAL f'v k WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. ENGINEER'S NOTICE TO CONTRACTOR 4 THE EXISTENCEAND LOCATION OF ANY UNDERGROUND UTILITY PIPES ON STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACT IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 50' , 01Z01✓1�c oofs .fe HOU/Ps 1pflff ro Exc.��,�Tiow• TR.;'T 2/9/ E. .B/lPCll ST. CITY OF RANCHO CUCAMONGA �. 4&Z-,#, CAL. V1.21 d,4X/yA�i/ST LE(/El 0.04' (7/4)529-2889 (7/4)529-2070 =!' !✓wE T '/.-�_-�' ��-..� - .... . _S_ OZIMOR' Al eAL/fa-.,f&/9 EQ/SOAl49&p19r1Y= ooTpmt ►� STREET IMPROVEMENT PLAN + /35/ E. F r9NC/S ST. TITLE .• SHEET FOR 2 / CUCAMOrt/!'f� CO. I✓i�TE�f' D/Slip/C'l•� E G 4/ SAN BEP�f/r9�P0/id0 RIO. `� A �R Tr�lcfz szCMVN _ o� TRACT 12936 . RANC/rt� CUL'AMONGA !'.ql. 9/730 (7/4)9 87-0591 �rE/t/E/PAL TELE�11alfll� ea&.51�9il/Y APPROVED BY DATE �Il. /�ALO/f�li9�P STiPEET _ DEVELOPER ' eO S. toc�rsr, moo. oX 2920 s� �,��o/�o � CITY ENGINEER R.C.E. 23889 EAGLE �EA� AVEwUE MAR�.5�ROU6H DEVELOPMENT CORP. 600) 4A, CAL. 9/766 DESIGN R ENDED �1T. �P/TTE/P ✓'TiPEET (e0o� 422 ¢/32 W - 2029 CENTURY PARK EAST 0011WIf/C tazL eamoll-Wy: W ,�,�1. - HALL & FOREMAN, INC. kETTLE /54 4t* �LQCE LOS ANGELES, GA. 90067 39.3c) CO.Po.uAOo sT DRAWN 3186-L AIRWAY AVE. SHEET ANr9f,'E/M, C�9. 92807 COSTA MESA , CAL. 92626- 4675 (213) 553-5153 0/4) 999-5lr39 RAR V1C+1/%/Tr/%/�� (714) 641-8777 1 OF 3 i(/OT TD SCALE CHECKED �Q. S'C,- R.C.E.NO 25917 DRAWING NO. i ✓.✓.L DATEINAY 13985 FILE N0. ✓.N 34f70 I I I , I 1 X11 1}. .. _ _ _- •4+ - ++ (,� • r �J 1 c., � � ;� .. � � � � � � xo� � �P _ y � � ' y + - rZ � � � � y\ ��� ' ' �I rya y5d� +++ (� — L 1 y7 �� + ..r+_ +.+... ^ � �I� *- +.+. ...f. o _ _ O ._ _ . _ _ o _ _. _ . . + +. r + ti r �"' + /A� W , �� I1 I1 t _ .: . ... y o � � -� _ 1 c z w q ��n -- - - _ + o �' �`�"' . ► . �. . w o fc.� I i o _ + W - r++ r - t +... � � o - I _ I _ _ _ +:. /ice f+ +}.. y_ .«.: .f. _ +. +1-•.;. �y nr - ti f - _._ _. .++. + _ . t+_. ._. +. .._ +. _ s Dr ��v, x z s AM & E� ,vr i - . _ . ._ _ I �u E `' � `� ©!r'. � �. � w I I S _ ___. _ _ �� o _ _ . w g 4 `^ r , _ + .... __ �-.. ` -:.. ... . . _ +.;. .{ � //•� n I� QC. _ +.+ _ _ ++ . . e . . .+._ _. ._ . . IM n vry i _ _ - ._ - AA ., _ . 7�. , N Nell/ "' ti �s I i . s ..Y. �''� h S , ._. - o .�x � 4 ... _.._ . . a ... y ., I � :. ti• 3 �- ELIC n► K .y . .. a .__ + .. . N (� '� v,i •d i � 1 ++ " d i .�.� / A S) t. �� w :. - �, .-_+ �. .��. o ++ _... . +._+.. r...+_ +_ .-. +.. ...... +_.. J+_ ++._ _ h • o - - y n -p O r+_ t� .� q V r �9 V u 3� r + - __ _. ... _ O O r rt • r • ♦ • Q tiov, ootsv -'�. � � t� � vua _ .+. + //'��J i 8 S g y� M a► - - - �_ - - w aw 4 R � �� N ,. .+.. +. i. .} N - 1 0 D z r- . .�...- _ + t_ ___ 4ww -1 ? � . t a� � r -� m R /� D �y//� a�' I ---D r + +� _ +... +.. _ �.{ Y °� -O \ ,�� - - ,,. (� • A 'i —~ y— • .. L _ .. tf. 4. r. t / f- t �+ + �� �� � •, H, .� ��� w II I i GSH • \` y� _ + r+r+ +}i{ }.._. }.«.. .�.a.i.. fir; .<.. .,.1 .}.J._ +_ - _. r. 1+.. +.+. f.t.. 1:, _ ... +. to t r •�F }+++ . ♦. �/► _ .. �� i 5'V47e it EASaff a "r` h r[LE. «+... r.�+.. .+. `��: ^ .. a - . + .�. +.. ,... +� { + ++. }+.... .-.r+.._ 1't r+ ..f..... r , . _. r_ :.«'- +.. ;....... .« ...�+...+.ty.+. ..«...: - _. ..i .F,.. 4.t.1 .�...4... .i.. :-l.a. ...f-r E.C. - i ,� pig a. e y o �. " ,t f/ D� r/ G�Ga 8 / lO _ ,. ._ _ _. _ _. - _ r. ..� w ��yts. d , + '�° �. _.. _. _._. .: . : ,54 _... I _. _ i� _ ti ► ' k rr. .. .. `� h ?A'. . U 0 0 ,� �} M ,�� x W - I I6"ff l L 1 � N o +. +.... ., _ ... .. �. ;. L 800 _. _ i.. _._. . .. ...., , � - �. ._. r_. _.. ..J ©o . .. + # . . I w a �+ +_ _... .... �: _ `'' - .. - -. +:.. . _.: . . _. _�. ... .. . .. _ _} ` ` � r <�_- �� a -..a. . ... .... ._. .1. _.. _ .. �: � , g �. _ + n /� D m z VO► ��" R 4c�' �/� C ��F I W�� G.dfi'' — -- _ ---- ___ -- ----- ta----- --- _ t ... _. _ _ 4�8. 49 z �o tq ,f4' . Cla _. . . . - �,. ... J... . . . . :.a .1., :... _ . -..i ...- + +. a... rcaw q . . ..._ . . +_�.. - a.. ... _ � : . - . ._..... . 0 .:. s 7� �— U' r �� / - I -W � /BfGk�3 iI V/EIV w t0 4� D r m D .,��cn�'�. -_ +_._ + -._�, .I__. ... ... .. _ .14.: rn O O p 0� D rn����l ��� - - - 1i o Z . . _. .. D _.. � � � . :. ._... _.. D D fTl O O ,� ... +.. !jj ........ __.. zz mom. D p �L � Q I v rn `" _ z Cn - _ -i Na6 , z o f r1 r C ��■ �� % _._: -._ +. _ }�. _..: +., �t. _.... +... .. _ _. ».. «.1_. ;..,.: o D �. p O v � Z C1 l � 'il =S .0 ��C D L = off � rnZ v cn D , . m -o O z '�► O o N n7 Z V I, V! . _ ._ ._.. ... ._. _ �' 0 D ' C cn E..7 - mGZ � p co v o# 1 I 1 . / _t . t r_ r�� ;_ _ 1. t. ­....­-I,.,..-4 __ .'.....f.......... ...........r.".....1-".I ...... ...................--f.........+__.-.1.­i..1.. .­­­­il._+­­..... 4— ­ �_�­­.'-.-�--­ -Z..�.___ I �" �t I F ig�__ I e (9 �, « _. T ly':1 I I IN . _-.-.r. I __ . « __j-• r-•-_+-._ .r- -+--' .. - - +t . - r, r _ +..: _ _.,}..._. ' i ---- ;. I ---­­... --l.'.-" ? � ...F........I.7 � I +; � Z_:b �! 2 C-11) I ; I : ''. � I'llN I . I - Q5 (6 _- ' 2 - k I . I I t : I I ! � I I I : r.11-t _I_i '.__IZ! '2 'zt § _Q� ol �l y r r . .y -I �I ai 1 .�3 _ _ _. _. i I : � I i I I I � i , . ___- __ '­ ­­ ­... - ;_ ---'---* -Aa r !..3 ,o 1 - I I . :�._.. ?( )? � -__. +._. .. -aa . .r _+. o ,Qrnw I 4I i i fi j �f. . _ _ �.. __. w_r. _._ t a I ,. _ . �I �I % I r , , I �i. . � � � ,,. I tl :.... .� 7 i-- I __ q__ ... 4 0'_ ­-­... ..­ � 5K � I 0 . . . . � I I . _. _. _ ... ;;a-..-.:. w... / '* z t .. t . ._ I �3 ''� ^ to �C �i a ca3. w a �....}.. ...:... .... _ _. + u�i �_ # . .' 2- . : -- - +: +.. � . 'q .1_ ..I I...�1. +le"'.�faAf........­­.... :.��.. __i_.; rA O — E rr,�� L l �, - �- - } 1. r _ F. I +. t__...,� I �._ � i _� I1� 1 -.4 •A ('n �j C� ,, . � ­­1- -.1...........___."� � -I.. ,r�. "A-i—__��_� a , � 41 k -+-- - I ,, _,- � ..�. I .­.. -.. ...' .........' I i 1'.._i `1 rn y� C -':d o 0 0 �� o► O « : u � Z r - cn - 1_ ..`_ . _ _: _.. .... �': ...._.. .... . z rl x_• �� .v , Z O y - yero N R '. _r_. __ Y+–+: ...._. .. �,,, . ... L W Oi�t `�► �fOflr0ll Qc.IP __ _. „ /b�.�Q " , �" O C. 1 q < r�- �+ V __....N i �► a� i� I { . r ­­ : �... �. I.- t h . «r 4 .. r. '� _ _. _..F_: :_.. 4C' 1 . .. I M 41 �,� �_,, t /� .7 I Q CE.C. i I ��, . +... ... .... . ! .. :.....+... . . _ _ _ {� . ._ .. + __ __ .- . ,. it U i + � , ♦ { } p //-r _... _ _. +._ ._.. ,.. t'--+ t _ .. �.. ~ �k *14% 4- 1 1 4—_t­'_­� ---r-t-,,r,::::��_­­­­ I . .. . * *i ___ 10 I +... . _ _ ti f . Ns i f _..... ...f_... . ..... r..a. .,..... _.... :,�.. I_ }k _ -}. t_.. I ' O �.'.' . - 4 L I ; . � I I . �' r . * - - - .. rj _....., _. _. /�� O I1 i t 1 .}.«...« _... . k .. - --• ..: _ -__t-1. - •__ _.-.,,. _. t:,_ _ ,. "4 }_ E 0 1 : _ _ .. _«.. .... ,. . r_. ..,,, I �� rr . _ _ _ _ ._ _ I % U w :� « O p .. •' .. t.. .r[... -.. �-.. .t... .._. - - 1 r t r .. «._: _... _..- I '� & _ _ O t + t. S C - « - _ _ _._ _ «_ _. -. +.:. . : +. + _ f I U i f w t` - - f I _ ~ f__-.:$�_'�__'' L ­ + . ��_­_­' ......r.'T ...L'k �."""­­__�_- .-- ._­_ _ loiN w ! I i I I r'L I I, I 1. U �. _ cl v f N.; :1.... . Nf . r 1..nN , L . . Iii . IL " : p 11 IL .L 1L.L .L &A % % r a ; Z:I I I L I r :L +.. _. � :t ;:, ow- �� �t .I � I I . I r I I I L , :: Ir� I -LL .1 r i : : —.... ­­-��j+ 1-1"'_.. ­_;­11.-1. .....j.......w.. ._ A ,,,I~ 4p_f%kpffdw_ - I JL' _ �/ - _ _ 2:f • ... ;+_ - a► re� � ' - __ _ r _ t I _ - � . . v:� - L-- -1.� -_--..�:: i t . � . . :: is r N _'.. I:. I�"::�:L: k - ; I . ! I p I # - +. L' IL rI 4 `.f` IV O i y.._.. .I..4, E ^. I -0 ­'­j�'�­:­'­j..................L.M y T� t .....}.... .t.: _ _.t__ _. N _ ,._ i - _r r _ �I �, .._. .. I 1 -fi _. t_ _.. _. _. cele �� �% sem. s pyo 11 I m •`�'• � < o , A I so - E r 3 - - _ a_ _ __. -J0� mss- o• m m .. __ 11?' r}: Q .._ ...j - r '!f — 0 i �� adz• 4 }. .t ... � 1 1 > - C7 O , :. �� ,ecr, 57MM Aar- �� 3 D z r _ _ .._ _ - J.. �, a _.. _4 _ .. _. . _. :. ...... . v, �. — 0�nl _ _ . ,.... ___... / le-01 MW Ei�f �•"__ _T - , _�' I _. . �3j . .-4� ........­' t­­­­­�.�..;.._.......� I ;r' � ­ — _­I ­- ­­­ -...- 4 1­......'......- I ­­­:. .....," "'L""r­.": ""RA.-_ I� - (nON 44 . I f­ I 1 I - O . . I AO .� / _. .+:. . 11 y _ r +Y _ _ bb bx� ' _ - - . 6 ,/ �7 +.,.. . b f _ +_. . 4 ¢ _ �' �' , �. ��� ,�.a A--f-. - ,.•t__•= 11 Ii n.► '� �' l� e u e� * ��� � . z _ I N; M. �7,"C.•K ,. .. t: ._ ___ _ . . .: .. f ;_. . + , _ n F _ _. _ + t'• + 4. ­-\ ..I..�-�r�� . I� n • _.., , R1. t ��^/; p p �, } .�-1w"+iFrf,.r...i},,,, +a.,. .:_ �. �/1 , t.,r., ,..- ._,. • �� } I I w _... �Dl _ - - - ,.. _.. + N '': _. ,�GPf� ...4 ,. .G',y �' O «..- .. ......-.-.1-- _ ",L'jj. 1 ,�r �'�' �.�9C 2dA 1w, y ro a C1 ax--- t_t-1 _ ._ ........_ 1, N�_­j­_'!'.'­j'_­*......---",] __ - 7� - - -M i � 11 . ­ I I J- 1, i ) _ ­ ory-_ ­'­ jr . �� . I . � o o p n j r r ­ �1I r I r 11 jr: I ; Afow—, " r I ': i L .L :ll I I I L , , : % : IO - . I . r 1 N .� e t. a ; ti w o . : �...: _ .. _:a: ,... . . _ a �� _ _. r. _ ti N w � ti v I N N, �, o w o _ _ Y, - - t ,. � p � �airh �' � wI. _ .. : : a s a a V ; v _ « _ « a s .., , _, '_ _ _ __ _ I. t.r.: . :56 a a w - .:.:: ._..�_i.. :_.. _ _ : .. ._ i � A � bororo \a � w � Uun � w Nw ti ti �y «+» NV wp� � .� titr �+ v, O � AAw - + L �w ' ....-.. __. ,.:..., +.._. .., - . ._�.... +«. ++. ._..... .. .. Via...... ., ..... .. ♦.a._ _- }I+-^'-` 1•l.:_. _ _ . +a. .... 41__ SIN A Nti h � %aHrv � . _ _ lt _ _ . _ .._..._ .". ...:_ ._r_ _.: :_ . . _. _..... + ._.:_: ..:._..... ._...... _. __ - -- __--- .t-t- 1 1 j .­_-�+�.--­�.�­­."',..l.-". 4--...-.O--'....__.­­�...-­ _­[_- -­,_r . . ::: _..4���i �;�"_'.4'--.+.,.:., y.a Y',` + I I I I . t� I I T� _4_ {. _. n — c> . _..: Z _ - IMO z - , , , , . . _.. .... ._. .... . ..,a :... _._. :_._. ,. . ;. 3 rl z 0 I I - __ ­." ',.......­.r.j.­'. .� ,r_ _�+', ' ' L� ' . .. Dr �I .r r :; p � I . :I ::. , r r I . . I r : , I: :. i I , r I I � � . I D r m C7 D _ _. , (A -o co z D + __ -- D -gym _ . ,..: + . _« ,♦ r°Dn 00 D w - ip 2 -- DD DZ�rn �Z --- - - - - - - - C � DO � D C7 . >(n � — _ (n m 44-.1.__.�.­.._­..­.­..­­."'L."-"­__-� 11 . ­�':L L I 11 11 . ;- L _mt rn :z -q -0 ..__- rn • v m 0 0 � N Z ., — 0 = — N - m -- - _ _ D_m D Z .� w _. W rn - cn , (D OD . �._ .. > ,____. _... -.-. --_l_-__1.......�.................L 'L';-'-'­­"­­­­..._-....' 44 0_- . :Z �_-�­_�­­L__'L. ­­­­­....-o.........�­­"4-.�......­­"­'4-' ­_...­­­-� L - 1 1 i I ...­.. 0) q��:z z< 0 ..0 -i D 0 W x.'17 mO :c 0DC D; Z Z m o mm Q - - mm Arn O 0 m -- _. .. _ - - - .�_ ,. 7..._ _� D W -Pb �,,� o m G1 m o z CO po °° ' D . � ` z cn o