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4104-1
I PROCEDURES DESCRIBED IN STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON- --.-.--- __ METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. /r SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. _09� Z THE CONTRACTORS SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL - -,-,--- ___'___'__ MERRIL A VE. - SAFETY. � 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE . ::: � GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES 1-6 . �wll LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND � 0� OTE I,< MOVEMENT I ll:� 00��O��� ()) (,/) � �(o �'� [_� 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING cf) ARATE PEMIT FOR THAT PURPOSE. I., A SEP i '�� Pz 10� THE LOCATIONS OF UTILITES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, 1_11,1`� �3 Q:� Q) ::z HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, w THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER i-RANDALL AVE. I PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-277-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, VICIN17Y MAP BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE . , IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND NOT TO SCALE CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK - I - I I AROUND THEIR FACILITIES. 1 12� THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WA TER ,,COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. . . 13� CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFE-RS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE 1 52 J� �k CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADE. THE CONTRACTOR SHALL BE -140- I RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTRION CONTROL STAKING 26' 2 4-' 36' 16, ck� DURING CONSTRUCTION. -do- _00--wwo- ___m_ -_ _______mft_ 76. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, A40NUMENT TIES OR BENCH i2.4$ 5 23.6' 6 �. 0,150, k __j mb�_ -O_ A.f4A_-)VC IAII*rl.J "*r DjOlnO Al/'l'r/r"//`lA'rl At *rt) 'rWC" /-'/TV r-A//'%/Al9-9'9> lll� r, t�/w -, - __ '.._______--- I.-�--.,�.-,--��-�-...-.-.]-�.--------------�-----,---------,---.,.----��---------�---.------------,�.---�---.----,--------�.�--------...--.---------�-,�-�--�---�-----.-----------------.-----�.�------.---------�---�-�--�-"---,-----.------.-.-��-,---------..�--�-.-..--�.--�---�--..�-.-.�..�-�,�--.--�-.-��.�-�-�.-.�-.-�..-.-,-.��-..-.-...-.�-�.,..-...,-,.�-.�,�_.._�.-.-.�.-..-�-..,-.�-..'-.�-.-,..-..-.,�..-.,-.-�......��-.�--.-.--..�.-�..-..-..�-.-.-.--,-.�...-.,-�-.--..�---------i�:1-�:: _ __ - - - - - - - - __ ___'_ _ ____ ---------- . ___._'__ _.. 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I 8 7,1 r-, 2 0 9, %- -,,��2.18 -4- ______________*- " lz� '"' I .-- � * " I MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR ' ��i��'�',�;�����'��'''�,,'''',�','?,F��'I :..' I � ,", � �Z�' '' �1141, Z�V,44e i � 41 11 71�w_� �''/'/' � .zlmzl_1140�11_7-eml k w.. LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS � 9 CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK EXISTING IMPROVEMENT @) (2) PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENrS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESS AT ALL TIMES. A m1mytim I r-, nT LAND Sh LL BE MAINTAINED AT LL TIMES IN THE CONSTRUCTION AREA FOR l=Yl.cZT .qTPr-F=T 10m*!'F n.q.cZ-.c4=r"'.TlnKl RESIDENTS AND EMERGENCY VEHICLES. a a 1 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN -EFFECTIVE MEANS OF DUST CONTROL, qw INCLUDING AD -EQUATE WATERINO, AT ALL TIMES. T /,,:= I 0. 5 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES NOT TO SCALE PER HOUR. 1. 0 40, 11 I- 80 12010 "," I I �. � I iwn!!!��� 21� THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT, OR DEBRIS TO BE I I PLAN SCALE. 1 $p =40' DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING � � CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL SACKFILL COMPACTION, FAILURE TO OBTAIN THE I EX. RIW - i REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE I SPECIFIED DENSITY IS 087'AINED. � '�'tt lz:�t ",_t lt':�' f'-' -4 �:"". , ', ;- �t�v'trz'. t.'��.�'..'�_ 'v�� �"�':'.!� �= ��'_ - ��Z_ � � : :.�X. - �t - . �'` � "".-I � , '-- '".' __ __ _ - I � - -, _'. �_� � ��' 1- _." '...- _ _ '. __ _... -1 __ ' I—. -1 - . - C'11%.- ;.� � � - I.", . - I � . � .' - _ �- ' - -I! _� ; "I � �': .'I . ..... I - 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET e_-- .'�Z)/" . 'A'*'.l'-' (�'.'! "� '7'�'.- " � _'�'. .: -� '�� - .1 _ , , _. ,,, � .' - - I � YL,; I-- � � � I— � i .1 , . L_ �' I _"'_ I . . ;. I- " '� :':'�Z , ` : - , . 1. �_ ..;L . � � ' , I I -- IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY -"' 4;*__ I.... - '.'�' - - _ - - _.�,. _"..- _ , . . , .... --.11- _:.�'::_ I NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. - . ..... I—- zo I _ '�_-'-_'. 'k, - "- ' ... �- - 1, - lk �. _ ... ...... �- ___ __ _.- ___ ___ __.- __.' ___ .' __ -.-"-, ___�t. ,-"-,-,t*,) -,--,-,, _'_'_' ___ 2- . ,', -.1- .- --l- _ _ _ - UTLITY CONTACTS ��_ _ 1--11- � z 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE _____l_.w.____ � Tc� ll� (10 TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 70+00 ll�F 11+00 N46*26'30"E 12+00 lj+00 LL-ECTRICITY WA TER SEWER . � � - .Y- - . _ --------- 4-� - i_ _f___ - I I __-" 'qq' .1--.. -I.- _i_ _--ir ___ .'. _ .- I—— � __ - , __ .- ... _ ._, C:.L ...... .. _ _. _ _ _. `� . � _'lq__ "' ,(-- -0 ------ - "'-'- _"" '-"'- '_" '_ - --- (12-.94 - URFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH 10+00 *FONTANA AVENUE 6 -� t1l; 1-i EXISTING CONCRETE. SOUTHERN CALIFORNIA EIDSON COMPANY FONTANA WATER COMPANY CITY OF FONTANA 6 ... T"', "". ' 0 ,,-SAW-CUT LINE "I I,---- 2___ E. P. t- --- -1 ", 1- . 11--l" .' ..".. '� �' "I"; �.�'� ll'.`� �" � V--- I'- -1 1-1 ', ll� - .111, 1-1 -1 .1-1 1- ..' .�"' e� ' .V_��;_.-_ 4-1 I-,.. '� �' 11 .. __ ._.�,. . - " . 300 N. PEPPER A VE. 8440 NUEVO AVENUE 83,53 SIERRA AVENUE T -111.._':%':".%".: ... * * '' '' * """"', I ...... � .... ...''ll ...... � I ........ _.. .. I ........ 1. 1. � � ...... � ... 1. _ � ........ � ... I � I ...... I . '�". �:) � .._ " ` ' ..... '***"** ... .... I..... � ..... '__ . 0� '**"***"**' . . V '�l-'l�'.'--.-.'."-.%% ........ .'z'*'4':-: . ...... .. .1 ........ � .................. ... __....'.... , . . . . . . . . . , . . I . . . � . I . . , I . I . . . . . � . � . . � . . � . . . , . .'::.".'...' . . . . . , , . . . . . . . . '%..'.%..%% . � ..... � rAPER ,I- , ... 4 %, 9 ....... 1. I 1. .... ................."��........,...,....., _ _ ... .(. . I I . . . � . - . - �� .... I— ...... � ........ � ........ � � _ �.. � ...... _ � .. ........ I cs 2Z THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE RIALTO CA. 92376 FONTANA, CA. 92335 FONTANA, CA. 92335 . * ---%%%%(o * :� .. .l.%%'. *_ ....,..�'..........".�'...........".�....�...��........,.*.,.,.,.,.,.,.,... ....' I 10:1 - . -�: %' I ... � . � � .. .... � 1,�O. 8�1 .. .�:�:�:� ::::� -7;::-. -% 'r) I I %%* ' * _ UNDERGROUND: (909) 357-6233 ATTN: MICHAEL McGRAW ATTN: BRIAN WREN .%%'.. � .... � .... . .%'.V.'.. � I L ' ( . ) . % , 11'.1 . 2�'-'-'�7,'-5,!�evo.-..�...'."'.��.�.'.'.'�'�l.'.�.'.'.'''.'..'.'."�''' .'�� . 78 V_ SEWER LATERAL. . .' ' ' �'� G't-.i��` ...... I , ''' E.P. ' ' '/'. . , �:� ...... � ...... .1 . ....... '' ......... . % ."r'r'r':'%... I ... 1 (909) 822-2201 (909) 350-6632- 4 �. - 9. . / + TRANSMISSION: (909 875-5100 "�\ J'."� ... I 11 ---- I'll ------ - .- �. � I - 9999M� --- E-8 - - ------ tzft� t I , ... 4 j ) � ' ,, - . . I - A� tl:�� -_ t1r) <1 � . . . I %-- PIPELINES: (909) 657-12J,3 FAX (909) 28J-5046 e ' (o \_.l. 8-6 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, oopl�; �/ 01IG �* '.' ;:� /-0 (D7 11.+00.35 ' \--FUTURE CIG �."�'* /�w kll . " - . R " 'Kel, '�) . �/'r' 1. . - � .. .",- I*- "I - -'4 1 EP. INSPECTED AND APPROVED. � 0io �', 00 � - * I ", DISTRIBUTION: (909) J57-62JJ 0 �e I . 4 ... , ','. I'— ' .'... .A.t.", 9. 60TC18.93 .N 0, , '. � . ' - "' , I I _ :16 .**I - � - . � " -�; . 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF &-,Zl ,\;x � t' I NO (O '<� GAS 2E.NER.AL .TELE.PHONE ,COMPANY COMCAST A LEVS1 CO �' CLI. cvd- �2 � LO - STREETS. � � __ -L BLEVISION �'� V ' � , /"� � � + 1�6 (S APN: 0193-021-24 V__ '1�' I I 11 I cz� (N �q ,-,;>, SOUTHERN CALIFORNIA GAS CO. 1400 E. PHILLIPS RANCH BLVD. 7205 DUPONT AVENUE () � ' '�-' +' + .41- , JO. APPROVED ,301L STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO ONTARIO, CA. 91766 ONTARIO, CA. 91761 q I \ I -",I 10 0 V� �_Ob ,l PLACEMENT *t4�4 $� V.- X.- . I -1 11 REDLANDS, CA. 92374 ATT'N: STEVE HOCK ATT'N: ,JACK HAYES 0, I �)� APN 0193-021-22 0 ?6 t-bt' <C\ 1 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND ATT'N: JOHN OATES (800) 422-4133 (909) 390-47,38 X$ ' �, FUTURE CURB RET. .;x '�\ HE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF EMERGENCIES: (800) 427-2200 R=35' APPROVAL OF T 4�r - "I . AM: 0193-021-23 ROUGH GRADING. I V L=28.50' . I � I= 15.09' 32. ACTUAL THICKNESS OF A.C. PAVEMENT ANDIOR BASE COURSE MATERIAL FOR STRUCTURAL STREET I I A=46*39'00" I SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. I JJ. ALL MANHOLES, CLEAN OUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED ENGINEER'S NOTE. � GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDU17-S OR ANY CONSTRUCTION NOTES:, OUANTMES 1 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, OTHER STRUCTURES SHOWN ON THESE DRAWINGS WERE OBTAINED BY A SEARCH OF THE LEOEND 0 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY ETD. NO. 1005, W=76' I EA CH BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAMC AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER UTILITIES FL = FLOWLINE ELEVATION (2) CONSTRUCT 8" P.C.C. CURB AND GUTTER PER CITY STD. NO. 1003 91.8 L. F. ENGINEER. OR STRUCTURES E.'XCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TC = TOP OF CURB ELEVATION Q CONSTRUCT 6' WIDE P.C.C. SIDEWALK PER C17 -Y STD. NO. 1015 551 S. F. 35. CONTRACTOR SHALL RELOCATE ANDIOR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THE AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER, DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABIL17Y AND RESPONSIBILITY FOR (X) = EXISTING ELEVATION � @ REMOVE AND DISPOSE EXISTING TREE 1 EA CH 36 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESEE DRAWINGS. S = SEWEL INE @) SAW -CUT, REMOVE AND DISPOSE EXISTING A.C. PAVING 397 S. F. SHALL PROVIDE RECORD DRAWINGS TO THE C17 -Y ENGINEER. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR W = WATERLINE @ CONSTRUCT 6.5" A.C. MIN. OVER 12" MIN. OF 95Z, COMPACTED NATIVE SU13GRADE 4,660 S. F. JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT FS = FINISHED SURFACE (2) RELOCATE EXISTING POWER POLES (BY OTHERS) 1 2 EA CH INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE EP = EDGE OF PA VING � CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE -------------------- ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION = A. C. PAVING BENCH MARK: WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING BASIS OF BEARINGS IS THE CENTERLINE OF FONTANA AVENUE F'�7_'l = PCC SURFACE rlF'qi'.PlPTI0N-l)rlqf'PlPTI0N- NTY ArW('W MARK NA Q It$ 0 Ln �l 1� 0 MUM lrlr- ,�>ULL /VLUL/UL/VUL Ul- lrlL UVV1Vt:rV Ur�' IrIL L/VUllVr_r_tT. . 1" IN THE . SIGNAL BASE . POST AT S.W. COR, CITRUS AVE. AND FONTANA AVE. LILINU fvzf 0 zo ou r_ t�Lr� M. L::$. ZO/ a r:� V. . '�- -.0 MIN. -4 m - a- ELEVATION = 1195.43 (a a , , t10 w . �k N �_ - -) Q) AVEMENT EX. I I 11 "I I I I I REV. I momMwaMmmmwintm ION - -_ DATE ENGR. 11 mmuMmmmmumwma CITY DATE "I'll OF THE REQUIRED IMPROVEMENTS NOT � I I mwarimmEmEmm Prepared Under The Supervision Of: 11 CITY OF FONTANA, CALIFO a 1-1 I UNDERGROUND SERVICE ALERT --- ION , � " '�ESS�o HENRY C. POOUIZ 0 , a �.�.",.*�,�l.'.,�l":::.,�*.*""-�.�.-I 7%;' .. �.%I:' _* ... * ---1-1-1 �. 4.- -7 ""'_' �'-" , 11 I cl.� ______ COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL , " N - I c - HP ENGINEERING, INC. STREET IMPROVEMENT PL) .T !.V., . %'' GRIND 0.10' MIN, A ND 0 VERLA Y 0. I O' MIN. 5� I., CALL -TOLL FREE _._...__.__._ I -1-1-11 -_ ARRIED FORTH IN A DILIGENT MANNER, , G) to �_ 1465 ESTVIEW ROAD _RAWN__BY_: -_ - Ul Z� A REDL N � CA. 92374 CADD FONTANA AVENUE 9 y -�� NEW PAVEMENT SEC, TION I 1-800 227-2600 I - _______ THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. 37037 w m % ;�o Exp. 6-30-08 (909) 79 -6 7, FAX (909) 799-1508 �"' "'�1111111111 DESIGNED BY: �' � LAP JOIN DETAIL . ------- . TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND * * ,S)" 0/v� � - HCP I /� ,9?5�1� , N, A ... AVENUE 11" ""'� ""� ,� � 111", �_' z 2 NOT TO SCALE TWO WORKING DAYS BEFORE YOU DIG - � -_ STANDARDS IN EFFECT. 1 �l Xl�l ;zl cr \� PATE: ,/� /c� __ - .------- -- ___ECKED BY_. I _" , 1 -77' -Q= -- ------- - - __ I 1, 1. �. � l- - "'APPR', ',''\ED BY: I 101 �' 4�' /' I "I -11 " "" _'� ,,, �� ' "I"."'O' ' / r " "I 711; rA ", "" "I" 6i I I ---. __ _____1 I I I I HENRY C. POQUIZ, R. I . . 7037 HOP ... �' 01 f ... ����� ... � 1 � , ,�Of' � � � , Ift", � "o"11% / � " ", '�"' �' _111, (1)ATi�11111`111 � ll�� "I "',""""�"'LL.___ . � I ""' I'll "" __ "-ft9--'_�. 51152 �"" "I,,"' 11Y, ENGIN � ... .... " ng"Immom I RAmmmmmommawamm I - ''I I I I I - 11 I - I , I I I "I'll", � I I