Loading...
HomeMy WebLinkAbout3620-1 • .............. .>............, a + , ...............,.............a , , , , a , a L............. , a x 1...........s............., a ........., ......._c........._.d...-....-.•r , x , __...._1 , r a a i s .............n........................,,s............x 1.,..........,,/ i s.............+............ . ...b I i iii . ; i .T." +... d d Al16iXAR I #.. COP or fRAIE ... ERilYi 1111p i i r 1 r 1 #.. :: :::: :: ... INLET ;...... : : N ET COYER PER p�t r a , - i'�A� � � r b , r.............. +.............1 r 1 t ;.............d ............i i < { ,..............r.............F......... ..:r... ........ NOTES 600 d 1 �.. TYPE 1 IYPk4VEl r............. ,............., g=* (24") �-- TYPE , _ - 1 plAOMIO - .............!......... I ... i i } i r i {.... T.... ....i r OR : : i 9. F`i..t`�oR o Qi,`x SHALL BE TROWLE SMOOTH. � -`""r : I : * 4 C + , I 600 Y... E , i [ i .• 1:,: i i. 2, IF THE TSE OF ESE !S ALLOWED WITHIN THEF /Y� INLET TYPE �► -IA__ EI 1 r L EjallIE_ I ^ ! (W) T I ; i•-• 1 T T t t i i T._. ....} r'j i 414i 14. i i i i • ,11 :: ::.::. .. :: ::::j BJiGlNS AT THE TO RATHER THAN AT THE R o. d...... :::::::r:..........:....... T i RCN: LINE, r. T • • • • r ! > , > • , a• r , { , ; , i ! a i.........._............. r + ...... ;, ... m....-...-..............F... ...'.:: . 7 .........{. a. FOR OPEN € c ( 2), 6:013 nim (z ) I xT .Nr(1, BEYOND i I THE R/W LINE. JS NOT REQUIRED:VfAtE:N BACK OF WALK # cD $ 600 ream (24 ) SECTION i 'rift : : : .............1 LINE; H WI VER THE E'ffr7 r , r < r r A�� = E SHALL EXTEND ... . .... : ..... ... INLET TYPE 2 . a� TO THE I /w .IraE < ANY EVENT, . . E MOTE • 1 t......................... ;......�.......................... , ., 4. TOP OF INLET STiRLtCT9RETt'PI 1 tic 2) :y#IAkt» 13 PL11911 1MItFJlN7JAC£iVT ( T i M51111r��� ! I : i '.... SURFACE !,��r,��^j �y{�r. r1 1(.Ftp �r�+/� a.............1 ............+ ............, :........... a................ ... , , , , , + , , 4TR'tir I"4.r,. 'r4CTS.II !-#1LTi 41"14. L.7Y - • i i , i i , i.............. s i i I a , s r !i. , 1 4 ... r 141114 I ! _.... ........ ..... .........1 ..... ... ..... ...... I iii , t i a , , _i i `p ... , m r , r i , , n 1 ...., 10 + ' 5. A HEADED 1 s i.... ...a... a ,.... E ,CEO TEL STUD 16 t►s ,._. ..-i.... a 5 f x taC) mm 1M9lW ! 25 rnr , HEAD t6 mm b F , d........,.........s f r r r 5 f Q N {3`} NiM t S 5 3 ;5 t HVAC? ATTACHED 1r�p {{�� F ( ,� � p � FUEL I?J�I'aET�A I s.�rT t �� � �............_.................. ._.........; .......... � _. .. .. , rn I t 1 f i z �L A"Y BE USED AS AN ALTERNATE. fC "�. '', � . { ,.... r IA�'■W■ JT w , s , e L ., ..t , , ..........s.. ........b.............+ a , a............ ......., , !.... ..n. ............._, ......... .... ... .... i i , d Ti ON SEC + 1 + i •►• .- r r PROP.RURtiFACE OVER +.... ...., . F (f ; �5,}�'� ill i i NORMAL MVRpy FACE 1xy a POINT yi `�iY O. CURB CA (.� �* Q >.�� �+ , r , r . r , 13 1�4 r aJn 11{ '"1'4f f�i'f. 1a•. 1iaY•I11 �J, �'1M6. �d.F7' ''" 1:Tri rT /^- • .. f/Jt Y........... f ....... .. ....... ..... + T 1 T E AT POINT AND P. .� ,7. LE i :..... +........, �Tc�al:©:RAIN"PI���. • ..a y + i 41814 7.. THE _. E 5Mfr. LEG161 i I L.E THE mm _; ANCHORS SHALL # .. DETAILOF ANCHOR � BE PARALLEL TO THE TOP OF SIDEWALK; : • , r : r r : : • ............ ... ...: .. rami FACE . .... ....... . d :::,a$s .D OM moat 3' t t t , , ! , ; , a _ii ��. i. L ... . ............... ...'. , i. F441 ro ' ' :' ,............r , t ... ....' I IL lill $ . 1F.........................i. r + + l r t ' i ' ; : ." , IhL.NxtCSS:SHOWN ON: METRIC ENGLISH tVIT5 ARE NOT ft -�- - fL ! l 1 4 : i I j i I f i i I I I I 1 f ! , I , i • .2 i i i ' :Ii i I i ii i i 4 4 ' i 44141 i i i ii EXACTLY EQUAL VALUES,: F METRO:UNITS AS: USED„ ALL vn " - - • . $ I , a •, a .� .E « ... + , t- 5 i + r I i i .....T... ALL T......... .C1TNlCTPCN HALL BEMTR€C VALUESENGLISH Us , I , b _EUSSE 'Oa1ST?UGTI(€c SHALL at NOLSH VqL �CB. HOWEVER, POINT MPOINTN b i b d a + , '::. :... . j ASTM 61 �JI�+FL ��ifs `TE., MAY 3E SUBSTITUTED rCFASTM 51rt�t STEEL. 1 ! • ! i Gt. . . . . . • i i. it POINT PP4IN q : r PROP..BLFFAfUWJ I P ! a r - a ...... PLAN h ... + .............o,............a(.............+, ar.............r+ a.............r:.............<+............<r............• .................-............................... .r. NM Fran • ( ...... .............4 r m < r r i t r di4 b 1000 mow1 $ 10) + + .i. . i %.. t I i . :b.....i i _i a.. aa i i 3 ..... i i TO GRADE LINE 1S 5 , r ! + r n , , r a , saay_�_ __ !Tr .i i b S-4. .63Y 44=15'=F ; TOPCUM =--. ., s : , - -8nre i 1 i . . b 7.. > f , l i qy SHOWN ON PROFILE T , r 4 . r TOP Of CURD _ w iI _i a r + 4ii .I. 4 ' 4i4 4 1 1 I I > ... 3 •.i. , --,,,,,,, ,, I I II t 41. 1 POINT 0 : , 1-.. r POINT T P C71 POINT N I : : a a r POINT PROFILE I Ir , e , ..... ...... a ................. ........ ..... 4. f y1 • • i f .. i } i i } i r ... ... ........ 41 8116 RR S la, •150 an(.3e) [ � a . 14. 1 ii4i4 i 1."11.=,e., d SNRSPACING.won MOOS. CrIal E.USE 3 1yn& 4- SATTEN &il sEE NOTE i i T i i f ;a � + C T C31 i I i i I 4 4 i ii I r N tI m : i 300 jrn Herr) MI .r i la. , , r , I r ,d 1 240 ......... r , l 1.... 4,50{ Cr} .....:.............r.............:............. ......m . ... ..........:.m....._...................... ..........: B 75 mm ,50 Aye : . . i �� ; I I li'► < LTJ V' (. i { ust ; 2 210swigs _ ....L...CO Z... i 210 t ,i ...+ , {30w} fT1 c� r r + � r cn............cd...m r i i i i ; .....; I i ..... ... _.... .. GNAWED a''»p.tier. tc,,. 4 t Y T 1::: RI T. ee I , < r r r r m r r !+- < I , r..........> r.... ....r........`R;..........r ....e r i i i i.. , d ....`.............F...........o .,.,. ".... ;... +........_...... :::: •:::k.............i d 900(361 ,240 01 SECTION A--A . ; Eo +.... I # + + 1050 } 210 Cr) I)IINCRMSE.S t�NYII'� ,� JNiitl2.7 Q i i T m e ........1 T ( ..�...... pr..._ i i i T......... L:::....::::'::...._ - 4... ....i T i `... 3--N iJ.i PA fIA[LY A■CfL MGM >(E� 7:01 i `7 fy. �....a ,..L.. :: + a:::::::...:.:1.:::.::::.:.:1... 3200 (4,11 �1. t +� E t ! 4 Ela!T t , , }�,+, i , ! t + , i « ;.... . ?... ' .............r..............>............., a r + r , ,.........................., , �.....n..........0;7........ r o.........................., , + ,......... .. ............. r , , . .........d..............i ..... ...... ..... ..... ..... ...,...=.7...,....... ..... ..........I.............,...........................'............ ..... E S 15D mm I �y p ... 1350{ 2ZS{�1n'! ! , T T , ro r SC. ._nst....'.. ! T... 4... a .; b i % ... �� . .:. .. I i ANiE i mrr fw 1 On 180(Swi 9►,x ��+x � ...... ... .... ..........(.............�.........::`:::: i • • f t i , , ,....... L s a , « ... a... ....i... 1 4 �.- r t r a a t r t AI + i >:::::::::::::1............ :::::._::::. 604 Iifi"� 180 `� ` I , ! mop h2`I no i i i : i , .�- 221 .t 3F .5 .RCp 2000 Q 1. 6C5 x.. • SECTIO B r I r r F r ,- ..........................r..........................,........._> r i ; i +..........................d i ...... ..... ..... ..... ...... a.... ......... ...... ..... ...... i+ ; ? i r ' PWA ST _ . . . . i AND ............. ARD DRAWING t , <.... G 151411 , 18181 6+00 7+00 8+00 9+00 PROFILE SCALE GENERAL NOTES FOR STORM DRAIN PLANS 1, ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE VERT: 1 in = 4 ft STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCED SPECIFICATIONS AND STANDARDS SHALL HORZ: 1 in = 40 ft BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE 'GREEN BOOK', THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL 909-350-7610. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA z MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. cu 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. o 0_0_ 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE 0 d CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. Q C7 0 z 9. THE WALL AND FACES OF ALL EXCAVATION GREATER THAN FIVE FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER w m w APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS -�--moi o I a THArZ N FIVE FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. `c N: a rZ 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. ..........„-......--.----=-_:...-...___ , `r' 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY -------••-". % \N t- I o0 Z m OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER _ PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND ALERT AT 800-227-2600 TWO WORKING DAYS = = = = _ _ Q\ cn i_ cci BEFORE EXCAVATION. CELESTE COURT ;�k �W QTr 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRIC, (16.82 TC) / , � cc CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL SEE DETAIL AT RIGHT II (16.36 FL) � wo AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. ��� 17.09 BW m I U 4 I7 7 13. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHEN OTHERWISE NOTED. = = = = = - _ ( ) coI w . SKYLAN D COURT 14. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. 1 '/ "?«� ca 0 CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. \\ ,�.�' �"-4 co N f _ _ _ _ _ _ _ _ _ c, I I 15. ADEQUATE CONSTRUCTION CONTROL, STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO .....%,. .\ �_ .. .j �h I 01111° 0 ® c+o If THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL _ _ _- o� Q O STAKING DURING CONSTRUCTION. s. / \� ! I Q `� \ W ' I I 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION (16.74 TO) y \ N�\a I ®� ,� N I / /I TO THE CITY ENGINEER. (16.19 FL) / \\\\ � � ` (16.82 TC) 1 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, / \ ,� / r (16.36 FL)� 0 SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A (FF=19.5) D=42°36'10" /,�� B A _ RESULT OF THIS CONSTRUCTION SHALL BE REPLACE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION / R=22.50' I 414411#11#. O. // SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. / L=16.73' I ^ 'a� ,��� // iii, 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL ��, . 4i®► BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. '�'�'�' �N,j�js�`� � '- (17.09 BW) 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL INCLUDING ADEQUATE WATERING AT ALL TIMES. PROVIDE BLOCKOUT / �.� 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT, OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE FOR EMERGENCY OVERFLOW I ' //// / / �,�, �� ` PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. I / // 4� 1441 ...III- 21. NO TRENCH BACK FILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. CONSTRUCTION NOTES / / �� 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACK FILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE / �� W4r REWORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. O CONSTRUCT RESIDENTIAL DRIVEWAY PER STD. NO. 1005(W-12) / / liQ 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION O CONSTRUCT CROSS GUTTER PER STD. NO. 104 (MODIFIED TO BE 8'WIDE) / ,\ 411,41"23. OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. - N \ /�� 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 3 CONSTRUCT CURB INLET STRUCTURE PER STD. NO. 121 - N \ 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. O4 INSTALL STREET SIGN PER STD. NO. 139 N N" \N 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION (16.74 TO) \\ /� N OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS O CONSTRUCT 8"CURB & GUTTER PER STD. NO. 100310 ' a UNDERGROUND (16.19 FL) >7 \ OR LOCATIONS SHOWN ON THE PLANS. I SERVICE ALERT E 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL © CONSTRUCT CURB RETURN ACCESS RAMP PER STD. NO. 1006 DISPOSITION NOTES �� of Southern California NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 0 CONSTRUCT SIDEWALK PER STD. NO. 1015 pA SAW CUT EXISTING AC PAVEMENT Call: TOLL FREE 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. o �� O PLACE 4 AC PVMT. OVER 12 COMPACTED NATIVE SUBGRADE (95 /o) V 1-800-422-4133 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. B REMOVE EXISTING AC PAVEMENT TWO WORKING DAYS BEFORE YOU DIG OUTLET STORM DRAIN DETAIL 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. O9 ADJUST WATER VALVE TO GRADE PER STD. NO. 130 © SAW CUT EXISTING CONCRETE SCALE 1"=10' 31. ALL MANHOLES, CLEAN OUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING 10 ADJUST SEWER MANHOLE TO GRADE PER STD. NO. 109 CONTRACTOR UPON COMPLETION OF PAVING. E REMOVE EXISTING CURB AND GUTTER 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPPING, BARRICADES, AND OTHER TRAFFIC 0 ADJUST 12"0 RCP STORM DRAIN 0 REMOVE EXISTING CONCRETE DRIVEWAY CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OR RECORD WHO SHALL PROVIDE RECORD E REMOVE EXISTING DRIVE APPROACH DRAWINGS TO THE CITY ENGINEER. Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA QPOFESB/0,�, SHOULD CONSTRUCTION OF THE REQUIRED 0+ JERRY RONNEBECK, ENGINEERING S �� E RONti�F IMPROVEMENTS NOT COMMENCE WITHIN TWO doe ,_ 163-A West Bonita Avenue 4(5',i,°`' ••,��,�: `�Q .,o San Dimas, CA 91773 STORM DRAIN IMPROVEMENT PLANS H0- „ - YEARS OF THE DATE OF APPROVAL SHOWN HEREON Q M` 909-599-3253, 909-599-2572 fax DRAWN BY: SCALE: Sep. 3 �1h8 * SCALE: 1"=40' AND CARRIED FORTH INA DILIGENT MANNER, THE RJo.42853 RONNEBECK.COM JERRY SKYLAND COURT 1 "=40' tip ` * * DESIGNED BY: FROM SKYLAND COUR SOUTH TO CELESTE COURT DATE: r,^ CITY ENGINEER MAY REQUIRE REVISIONS TO THE ° jgrccJviLL�o� s�qT c►v�� ��`� // ��� JERRY T' • C 16221 MAY 2004 ,,„oF- 0 30 0 0 110 / PLANS TO BRING THEM INTO CONFORMANCE WITH Fo�cA��Fo 1 !i CHECKED BY4r, ED DRAWING NO.: 2�RJ l ,gtd� II G=rald E. R/onnebeck Date 1 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. RCE 42853 (Exp. 3-31-06) (�I� '44.4 - - !� �_ - - -/ DATE. ..or - ; ' ,' 3 6 2 0 N IN '.C,E, 115