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CONSTRUCTION NOTES ES I MA M OF 0UA1V f T1/SS 1 Const. A.C. Pavement per Typical Section. /TEM DFS'CRIPTION 11211AAWY [/M/T RFMARKS 2 Const. 8" P.C.C. Curb a Gutter per Std. 115. 1 . Clearing a Site Preparation Lump Sum L.S. Inc. Misc. Removals 3 Const. P.G.C. Sidewalk, Type "B" per Std. No. lam. Earth Excavation Lump Sum L.S. See Gradin Plan 4 Const. P.C.C. Cross-Gutter 8 Spandrel per Std. No. 109. J. Const. 0.2' A.C. Pavement 3,342 S.F. Hermosa Avenue Const. P.C.C. Sidewalk Ramp per Std. No. 110. 4. Const. 0.2' A.C. Pavement 92,931 S.F. Interior Streets 5. Const. 12" P.C.C. Curb a Gutter 82 L.F. Per Detail Sheet 2 ' 6 Const. 12" P.C.C. Curb a Gutter per Detail "A" Sheet 2. 6. Const. 8" F.C.C. Curb a utter 4,454 L.F. Per Std. No. 115 7 Const. P.C.C. Sidewalk, Type "A" per Std. No. 109. 7. Const. P.C.C. Curb Gnly (CF varies) 32 L.F. Return Only Const. F.C.C. Curb Cnly (8" C.F. ) Adjust Manhole to Grade. 63 L.F. Return Only 9• Const. P.C.C. Cross Gutter a SpandrelJ 114 S.F. Per Std. No. 119 9 Adjust Cleanout to Grade. SHEET P10. 3 '---- 1O. Cont. P.C.C. Sidewalk X,289 S.F. Per Std. No. 109 NLJM/LT0A1 I S TREET + !0 Const. Concrete Block Wall per Std. 301 8 302. T - >� ► Il . Install Street Name Signs 5 Each Per Std_ . No. 303 Const. 2" thick slope pavement per Detail "B". 12. Install Stop Sign I Each 13. Install Street Trees 128 Each " 12 Const. Barricade per Std. No. 305, 305a. _ _ _ -� / 2 -5 �j 5 7 $ ' �� // /2 !3 14 �j! /lD 1 7 .S4 13 Install Clearance Markers per Std. 304. 14. Ad ust M.H. to Grade 10 Each 15. Adiust C.C. to Grade 1 Each 4 Const. Sidewalk Transition per Std. No. 110. Qi Const. 8" A.C. Dike s9z L.F. Per Std. No. 117 +� p 15 Const. Sidewalk Transition per Std. No. 3C2. 17. C4?1731-1 oio'd.c. over/ay -5 -07 Const. 8" A.C. Dike per Std. No. 117. 18. Install _Barricade 3 Each Per Std. No. 305 W ! Remove Existing Barricade and Temporary Pavement. Join 19. Const. Temp. A.C. Favement 693 S.F. Pertd,__ly� 3Q5a Z existing pavement, curb and gutter and sidewalk. i 20. Remove Barricade ! _ Each IB Const. 12" Dike per Detvi/ on Sheet Ah 3. 21 . Const. 3" Thick A.C. Slope Pavement 168 S.F. Per Detail, Sheet 25 24 ?3 22 2/ 20 /� /6 _ _ ,�¢ 22. Const. Block Wall (H=6' ) 9G L.F. S___ Grading Plan 1 19 Const. Variable A.C. Curb per Detail Sheet 2. 23. Const. Block Wall (H varies 32" to 72") 32 L.F. See _Gradin Flan V 4. Const. P.C.C. Driveway Approach 5 0S.F. 25. Yard Catch Basin 10 Each See Gradin Plan " Sub-drain 25L.F. eeL_Grading M/_G/V4/VET TE STREET " Per f orated P ipe Sub-drain ! 1 e Grading ELin SHEET MO. 4 - � 8. 1" Crushed Rock Backfill 124 C.Y, ee,-Gradinq Pla 29. Remove Exis tin Rubio/e VO// 95 L.f. Her rhos a Avenue I 3G. onst. Variable Conc. Curb C.f. Y.frita /P"lo 24"Variable .Detail_5heet w 31 . Install Clearance Markers 3 Each Per Std. 304 U) - --_._ __�____ _ C _.9 . /oc k W.v/ _/6" 26 L.F ?l0 27 2f Z9930 3/ 32 33 ---Con co�5f �o"RG.G. Cu�b�Gutf�r Z,q LF. (D 34. Const. Conc. Block Retainin A/o// (H varies) 715 Z.F Horrri/ton Stir-eef Q 35. Const. 3" Tbick P.C.C. Gutter- , le" Allee 7/5 L.F. Norrrr/fon Sfreef 4/ 40 319 33 _ 37 A& 35 34 HOLLY -► STREET - -"-- SHE T NO. 5 40 1.4 Ln GENERAL NOTES Q 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE SAN BERIMM INO COUNTY STANDARDS AND SPECIFICATIONS. CONTRACTOR W4J SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARD SPECIFICATIONS. 4043 .44 , W 2. STREET MARKERS PER SAN BERNARDINO COUNTY STANDARD NO. 303 AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. ' 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. It. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER AND WATER LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES. 5. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH SAN BER- NARDINO COUNTY ROAD DEPARTMENT STANDARD DRAWING NO. 12B AND RELATED SPECIFICATION. I S. 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, WHETHER OR NOT SUCH FACILITIES ARE SHOWN THESE PLANS. 7. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT TO BE INSTALLED. INDEX MAP CONSTRUCTION BENCH MARK BENCHMARK d. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN SAN ' BERNARDINO SCALE : I" = 80' NAIL IN CONCRETE HEADWALL ON WEST SAN BERNARDINO CCUNTY B.M. NO. A-249 BER NA RD I N 0 COUNTY EASEUENT Oft RIGHT-OF-M/.4Y. 9. SAN BERNARDINO COUNTY ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE THE ESTIMATE OF QUANTITIES. SIDE OF HERMOSA AVE. AT SOUTH SIDE CHIS. " o 11 IN RUBBLE CURB RETURN ON S.E. CORNER OF TRACKS, S.P.RWY. OF 19TH AND RAMONA. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 11. SUB GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE ELEVATION: 1374.22 ELEVATION: 1462.27 SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN t 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO W Hf6 HLA O AVE. HWY Bo PAV12. ALLING TO SEWER,PERMIT WATER ANDTGASECKING OF MAINS ANDUB-GRADE BY LATERALS TO EACHECTION INDIIVIDUALPERSONNEL. LOT SHALL BE CONSTRUCTED PRIOR TO PAVING. >` 13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT 19 TH. ST. A.T. f F.R1Wi NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION S. . DIVISION, SAN BERNARDINO COUNTY ROAD DEPARTMENT, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 14. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER, SAN BERNARDINO COUNRY ROAD DEPARTMENT, p TRACT No.938 LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. OCC 7Rt+c7' = A R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OR AGGREGATE BASE. 10-17 VISTA 2 No., �B; STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 5T. s p T = C o, 15. ALL ROCKSEN AWHICHTPROTTRUDECONCRETE ABOVELTHEDS B GRADEEANDIALLHVOIIDS0ORISTS OF DEPRESSAIONSCSHALIL BEIFILLEDEWIITTHH ARFDINESHALL GRADEDEMAATTERAIALDBY OF ARQUALIITtYY BETTER eel THAN THE NATIVE MATERIAL. Q T. I. SCHEDULE C I o YEAR) 16. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE TRACT ENGINEER gASEE.tPdE yernoso Avenue TO THE SUBDIVISION SECTION, SAN BERNARDINO COUNTY ROAD DEPARTMENT, FOR REVIEW AND EVALUATION. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL REQUIREMENTS HAVE BEEN MET. H ami/ton S tree t 17. IF ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER9S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. Moyberr A vanue IB. ESTIMATE ONUQUANTITIES OF IS TESBETINGA PROVIDED BEENGINEER ONLFOR THE CONVENIENCE IO OwTREQUIRED FTHE E DVELOPER. THE THESE PLANS CONTRACTOR SHALL MAKE SPHIS OWN CALLY V t C Y N t T Y MAP 9(71s ted A Venin TIONOT LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. SCALE: V'- 500' HO//y Sfrc.cf Mi more SfreS't f t RTCTAL NOTE FROM PRTVATE ENOTNEER TO CONTRACY'OR Contractor agrees that he shall assume sole and complete responsibility for I& 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 " working hours; and that the Contractor shall defend, indemnify and hold the Owner and tthe Engineer harmless from any and all liability, real or alleged, in connection with the }• performance of work on this Project, excepting for liability arising from the sole negli- gence of the Owner or the Engineer. Date 77 ACE No. Zlo�0 4 _ __ w o NO. ASSOCIATED ENGINEERS FIELD BOOKREF. COUNTY OF SAN BERNAR[ANO IMPROVEMENT PLANS ROAD DEPARTMENT 316 EAST 'E" STREET TRACT N0. 9.387 ROA Na AF`ROV£() BY ONTARIO, CALIF 91764 Drown B GENERAL NOTES , INDEX MAP AND 714 - 986 - 5818 I - it-lk ESTIMATE F QUANTITIES FILE NO. Chocked B , - � ! ASS ROACH COAMM1S .NFR-ENGR. DAT ^'- /- ,"w,5� /G Add x`33 E34 -Est o/ Quonf. . 3'3(� R.c�+mmtr+Qte by 0 1 R.C, t. 767e04 DATE A_fZ RrASIONS APPIR DATE UN 3l.Tf V SHEET _ _ 77- /6 1 - - + , € 4 , I ! . : i I f - p - - < < - , t I { . - - 7 I I i , , i , , e 1 . d d t i y!+ � t 4 - 1 - < , _ - I t I , - . I 1 ; I: , I < i I 1 ! i - - - G , - { i 1 c I _ , , , : : , I , r , , , , II I , i I I O 4 i I , i ; S#] t : FF , I + i ; . , , , , ; I 1 I , I I y { i - 1 F - : , i , , , , I i , i s , : n , } • i 1 , i 1 e 1 I . 4 ; { , _ ; 4 I I • - s .: } I i 1 1 : : , , : i : : e - I t : ; , i I Iq i , - - q{{ / t 1 , tzklp�' f T GI+ S c , J . 1 k f .f 1 t f 1 tIi / , - } < v . I ; , , < , , , , < , : e , I , a t • r , , i : } < , i _ . s , , , a , • n f G ._ .. - a - .. a 1 , - s a. . _ a. a. > _ ... _. i . - s , x - a y € k , t 't+ {{ - . < 7 �- j, 1 I S{}(} z 's: { - 1 - I . - ++ - - 1 I I `I , ct t I 1 : i ; ;. 111 a , , > , . i _ : . , , 4 e 1 e r : 1 , 14 � ' „ , ; , . < , , 4 : , 1 _ , _.___r __ _ � 3 , , , i t � I . i . r 4 - :. f - , - e l ; 4 ... e s .G I 1 1 i . `I - - - S 1 i d j 4 -8 0 V.C. a _ i� , _ .. i I 1 J t i .� V s I 4 t O 2 34 ti' I I e a , , j ! COX . V 3 I I < I t: W V s i y 4 ✓ 1 V) i p I J I O < 4i i I I /aoI i I O 1 J 3 I 1 ,. . - 4 — - 1 - Pl 6 Ifil V 38 7 eer j y� ; A/ Q7 ST.� R �! SU CE 1 V r E fjl V , : , , : �V N A _ Ar € f , , I — , N _ _ V .- �� h aS. Q I I _ _, _ _a _ : I i , V }:; O r 'K f� �O i , O N , < i 9 'a, N W�o h v �1 T '-• M O W F O V 1 i b 9� O V9 n �� �t � m Oi 1 O x Oh a O J ti � O 4 I Q , i , < a � 1 Q � pW , i h a �. h J t I h . , l'. 4) C7 e ,. W I J ts.gax7 � � t I C +ti f7N S E FA E i I VC I ! fI SUf� � 4 1 : , , , r , , I , , _ . t AT e J . i VPl 42.56 �� # ! I •�, EXIST." SURfA`CE t ,1. Q � I , , < I , , : , , 3/ , � r G r , I � + , _ � AT E.1ST V +{. e� ✓ s i . 2 P I I O v 4 • t R r . . CB �o Illill �1 E 1 I�'C. 4 v y .. tj# III . O V V / 3 — 8 98 f Y 1 • i , i _ N I f , , , , f i , t : d —. - - _ - - - b t I , I 4 4 < i N , 'T a < s R I; �U c A r i _ Rr �1. ni I Ot { i I ►� f a I r• iw JE a t OUHR 5 I , III ` _ S , { a -i i t , , O a0 h V J , � _ -�- = O <r ry of 4j au tV 1� o, I I - N �. I. .i BENCH MARK i —y ai O11) O� `- tr �'1 h QO `- ; "7 - \ . goo y et ao o , , I ^� ^� SAN BERNARD 4 IND / �o Z CON - 440 y. a U TY .M M. N0. A 24 t 440 i , a - ._ ` O , . 4. S. R/W t s '6-- Top of ,� J/ ff T N 6.7SyG i a A h !NIS. , . O TH /tB Q I �. O IN RUBBLE CURB RETURN ON S U CU + . S.E. CORNER OF 19TH I i AND RAMONA. I f , - s - , , , r , f . ; t t j , . i i \ t t . I ELEV ATI ON 14 t i 62. 7 I 2 , -_ coif I < _ - t I . } t 1 1 4 \ •`� e1 k -7 - i i , - I '� • i III {{ I t: 1 I `f . I {{ i : _ I � � ?a , CONS ;o TRUCTI $EN A e AS T C HM RK , I i _ E , I � I i I 4 , _ : '� .yam f CURB RB �o NAI L _ N I CON >✓R ET E H A W E D AL � L T 0 WEST i s N ES I , I _ _ i , , , i ; , I : . ! i SIDE GF HERMOSA AVE. AT , I SOUTH SIDE { 4! k I i f I S h I i F A G TR C "I I , K : S S.P W I , < t , R , 1 {{ + Y , : , • : I I �' ; 1 I f , , • , , r 4 1 , i j 1 t - I l 4 i i 1 {{¢ - _ t - LEV I , , I <I �' � I I . , , ; • _ _ _ , _ , ♦ _. _ , _ _ , _ _ � ATI N: ; t x I E 0 !3 `4. 22 � I . . - { f , � t i 1 , f , , , , , , r , , , f , e i , 1 i i , , , , s f , r 5 x ; , r e i , . + I l t+tjt r, i ! , R' i;i # e i C LE a S ' < S , , r ; ,r ; , i , • 1 0 / 2 3 4 5 6 34 35 36 P L SCALE I t = 4 . HERMOSA AVENUE Q �c oX x . (EX/S r/NG ) tp tV o- s� x 0� �� �2 _ I I Z � v s,4ep X a. & -- ---I-- _�_ O fn � o VP . .- l . S s�-i 00 1 1 O v �- X— — �'p `` �I ") ti . �vp I i e7 19 .I I . . � - �Rosst t wAlt_ ., i� « 1�1 �` I TRACT Con3t. Cone Dock �Pelo�»►n9 klo// �'h N O.3G' 45"W a I \ BOUNDARY E E P,e.c. Gut ter per ryp. Section. ti I i71— g �'�.' y !Rveete WAIL TO bE REMOYEP �► i I eox Ji N 89"23' 15" E _:: w<_�`_fin E u a -------- - N / to^s r - � _ �':` `! +1' "' 7 6 ,c N _ EX GROUND�► 2 3 -M h 1 4 r — -_ = t WIC{TL. L+wa 45 Ili I 0-f -`- 90.00' CURB W 1 f en ]i$ I `� h RETURN .' k ' 0 z .W. 5000' 65 50' 65.50 65.50' 65.50' 65. 50' 65.50' 65.50 65.50 ^ - 0 Q I ;I AZ M iTR'A/G/1T 6RADt �7R7M j �[ /0 AO s o'* h 1 C ��. CURB RETURN �► W , ,� a �. U Z � \ A.C. SLOPE O 3"THICK "TYPE B" ~ Z� �I A lrpEW4 ✓�EX1977AC, 70 GA6L� �' �Q ~•G-� A I t1 �J ti �Iti PAVEMENT I �� /5 O v) Cowr_. Gc/%b i' e � �3 6 40'= K2 APPLY NINT 3 I ` , 44' O V Q I.W �9 '� /e' /o' BINDER I .�2' s 1 2 '.S 5 Co 7 a W W J� S�� G' (t}fQ���84' 2° Ar I 2 s c' � �. � m �h • pyx 0 2 [s DETAIL B T— i S. 4 ��P��� I �� SLOPE fel VEMENT I , , � " 6`' NAM1LTOAI STREET NERW54 AVENUE * SEE Ar LEFT SEE AT R/GHr ' HER M OSA AVENUE . ,.pa • . _- IIIHA JAIL T ON STREET CURVE DATA 1 K� MR_ A L T 44' E. R/W �.I I � 201 7V W'W" 31.421 20.001 32' /2' 15, r 6' LEVEL l3't /o' 22' S.S' S' I.S' CONSTRUCTION NOTtS .�,4t. R ys'R . " . . ,�.. GUTTER L/NE ~ ° �, ( Const. A.C. Pavement per Typical Section. �� ' ' .t 2Q Const. 8" P.C.C. Curb & Gutter per Std. No. 115. Ex SURFACE REMOVE Ex R— " ti watt _ ,�,- -- n tt " AVEMOSA C. stir i �,. VARIABLE CURB DETAIL Q Const. P.C.C. Sidewalk, Type B per Std. No. 109. y2 R rrR --VXP.I— P — `!GR GROUND Notes ,xr Std No. //5 14pp/y 4O Const. P.C.C. Cross-Gutter B Spandrel per Std. 119. � ;;,,,o:. — Ii II y4"= t' rr ff ►r b •'• CLASS 'B' CONCRETE I L _ —_— —j 2.0=% ��C,F © Const. 12 P.C.L. Curb B Gutter per Detail A on this sheet. =� comsr. K !r: TRACT 0 Const. P.C.C. Sidewalk, Type "A" per Std. No. 109. '{�' MONOL/TH/CALLY,�; SAWCUT AND :a .ill EX PAVEMENT / � BOUNDARY 8 Adjust Manhole to Grade. ?4" S No O. 11is 6 �� APPLY FUTURE (FUTURE IMPROVEMENTS ) 40' s R1W 0 Const. Concrete Block Wall per Std. No. 301 B 3CP. TYPICAL SECTION - HERMOSA AVENUE N. RI 20' /0' le' /21 11 Const. 3" thick slope pavement per Detail "B" DETAIL 'A" {; LS' 4' 6.5' 2' 2.5 S•S' S.S' 12.5' 6.5' 4' /.S' . 1 Install slope Markers per Std. . /2" CURB 11 �'+%e 5 Const. Sidewalk Transition per Std. No. �Z. 1 Const. Variable Conc. Curb per OetaiI this Sheet. r _ W 0 _ ° —a" C. �4": r FIELD BOOK REF, COUNTY OF SAN BERNARDINO �'',T = ASSOCIATED ENGINEERS IMPROVEMENT PLAN S L / LEVEL 3 ROAD DEPARTMENT TRACT N0. 9387 , � No. Const. cont. dlk. LINE ! 316 EAST "E" STREET Ret, wo// neer. sfd.301, sob+d 2 D•T�gn•e sr 1F' 'bVE l r BY grovto�r c. /s. ONTARIO, CALIF. 91764 Drewrt s HAMILTON STREET TYPICAL SECTION - HAMILTON STREET 714 - 986 - 5818 A COM , t, t�.�$' O+OQ TO 6+38. 00 FILE N�. ch•cted • �' � _ ASS ROAD COR!I�i5S10KER E R. O T ? f/-T7 i ea conc. or 4 • `112 "Pc_�7CAI�PGt105R ° 3 3C' R•comm•na•Q s, HERMOSA AVENUE i. No. -- D4 R.C. [,-Z��o4- D R REM�fQkS AMR DATE urt TATE' TO � SKEET 2 of 6 11 - - � - 77-/6 - . i I " I t -"'------7--' ' rw ��_, ti _ 1 e o .., --{ . `-,- V t 1 '� .I. .I I� , I "I-.-, N, ,� a. _, - l. .-�, , . j ....,,. „» _:, -.t.._ , � � I I . I Cni rr ►-- O I Z Z W I...-ti ,� t 1:- . v -41 I A 2 ,�---------I I I lilt I ..I-,.,..�.,...1 lc� I., - — I I'll -i - 4—!, ..-�,-.-h I � Q U. 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