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HomeMy WebLinkAbout168 ..9 t. _ -IN DEX OF SHEETS o u") SHEET N0. 1 TITLE PAGE LO 00 COUNTY OF SAN BERNARDINO SHEET NO. 2 TYPICAL SECTION P%- i I SHEET NO.3- 5 PLAN & PROFILES o 0) SHEET N0. S -13 INTERSECTION DETAILS SHEET NO. 10 MISCELLANEOUS DETAILS a SUMMARY SHEET ROAD DE PAA RTMENT SHEET NO+ Zr CROSS- SECTIONS AVE .PLANSFOR CONSTRUCTION ON HAVEN SAN BERNARDINO AVE. TO ARROW ROUTE CUCAMONGA AREA RD. NO. 405750 AE W. 0 . H04604 i � END PROJE CT , STA. T9 + 00 ARROW ROUTE k 26 T H STREET y .r, x- - JERSEY BOULEVARD HIGHLAND _ t 19TH T. HWBOL DT AVENUE r h A.T. 81 S.F. STREET 8 T H i PACIFIC l TRANSPORTATION CO. cc } BASE = LINE i b�. Z CHURCH ST. NO SCALE a - S CU CAMGA W > < J FOOTHILL / BLVDL f 6THSTREET 0 0.s t ' t J o ;Z F SCALE IN MILES w ROUTE ARROW � � � 26TH T. ERSEY BLVD. BOL 'AVE. A.T.9 S. F. R. R. ;k 8TH ST. , PROXCT AREA = TH ST. Z W SAN BERNARDINO A1/ENU E SAN = BERNAR01N0 avE- BEGIN PROJECT F- 4DIN ' ONTARIO ONTARIO STA. 0+48 IMOTOR CITY COUNTY OF SAN BERNARDIN 0 SPEEDWAY LIMITS f� F.A.I. 10 _ APPROVED BY ll �? t-c �-��- 7� SAN BERNA FREEWAY L�� COUNTY H1�HWAY ENGINEER R. C. E.10818 DATE c0 o -� Ln a U 1- ILT oVICINITYMAP LIMITS OF PROJECT �. Length of Project = 1 .49 Mi. tit .'botct. w� ���I�; ALT T DSHEET TOTAL NO. SHEETS 10 , Dwt, No. 168 } ,L .. � - ��. _�._ __._ _ �- _ t_.._ _ _ - - _. .mss..._ _-..' _--''_•.�.� _ �_. _ —' - - ---�'� FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. O. NO. fI ROAD DEPARTMENT HAVEN AVENUE HO 4604 DESIGNED BY DRAWN BY CHECKED BY APPROVED BY ROAD N0. i SAN BERNARDI NO AVENUE TO 405750AE ARROW ROUTE FILE NO. SUBMITTED BY C.D.E ASST.COUNTY ENGR. - ROADS 11 DATE 97- S5 RECOMMENDED/A PROV D /(�� H b'Y� � J���• CUCAMONGA AREA MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE COUNTY HIGHWAY ENGINEER DATE SHEET 2 of 10 TYPICAL SECTIONS IWW rt IMPROVEMENT �w (0 7 6'7 O L Lr) 0D 42f ' Lo 2O, s SURVEY 4 EX ISTI NG ROAD WAY 23, O IV 12' ?' ?` 12' 12' 12'B' M I M �F_NGRkDE.D NIMUF06 SEAL COAT 0.04' OA.C. FOG SEAL COAT FOG SEALCOAT 0,04 OPEN GRADED A.G. FOG 5EAL COAT i PROFILE GRADE OVERLAY VARIES 0.04'TOO.Z3' OVERLAY VARIES 0.0 'TO "0.3Z• OVERLAY VARIES 0.26'T00.51' O,08j 5 LO PE VAR t IES - - �+—- 9.0 -_. - I ,� -40 JL OR TYPE B A.C. OVERLAY- THICKNESS VARIES 1 O,C 2 a ` IN ATT R Y Raw EXIST) NG A.C. 4 A. B. Z' 8' 3 a5 LASS A, 8. 0.35' TYPE B A.C, 9'4 VARIES 12'4VARIES 4ro'ft IMP, (SEE NOTE 11 Ex IST, SLOPE VARIES (F-)(15T. SLOPE VARIES 0,0% TO -l.4 % +1.5 o TO +Co.2S% 1 3' A3' rr�.�a `opE +►�``V5I,1 bit ;o :�• o. HAVEN AVENUE 1 F44T R SSCALE. I = 4 1 rt E EL EV i EARTH GUTTER LT. STA. 49 + 50 TO STA.51+50 IMP j 3' 3' _T 46'S IMP. { GENERAL NOTES ' :► °::� �. f.:s.;�; 1. REGRaDE E>CISTING ROADWAY STS►, 49+00 0.20'TYPE S.A.f. °"`� TO STA, 55+50. REPLACE STRUCTURAL (%2:1 rOR FLATTER5ECTION WITH 0.50'CLA55 2 A.B. 4 0.35' CONST. TYPE 8- 2TYPE B A.C. CURB E GUTTER Z DIMENSIONS ARE SUBJECT TO TOLERANCES i SPECIFIED IN THE STANDARD SPECIFICA- ARTfi-fi SIDE SLOPE LT. Iw �c NST wv S. MEDIAN WITH CURB & GUTTER 3. CRo 5 SLOPES VARY TO MATCH RAILROAD STA. 51 +50 TO STA.53 +01.5 SCALE: I"= 4 TRACK PROFILE AT STA. 52+91.51 4. A FOG SEAL COAT SHALL BE APPLIED l 3o'(vARIES To Co? ON 8 ' ST.) 3d (VARIES TO 20' ON EI&I-ITid ST. WES11 OVER ALL AREAS OTHER THAN OPEN ' (VARIESTO 2715' ON EIGHTH ST, EAST) GRADED AREAS, 5. SHOULDER WIDTHS VARY AT INTERSECT- IONS. 6.LE6 END: A.C. - ASPHXLT CONCRETI~ 'MIN/MUM 30 VARIE. 10'7'0 1,31 IA.RtEs 1STO 14, 3' S'MINIMUM A. B. - AGGREGATE BASE { FOG SEAL COAT 1 Ilr; 1 OR FLATTER -SZ�0 96 VARIES PROFILE GRADE -2090 ✓A��Es IXr 'f 1012 FLATTE I 0.2 S' TYPE 3 A.C. ,3S'CLASS 2A. Q. ZO' TO C NST 3' 3, i SIXTH & EIGHTH STREETS SLOPES VARA( Y:. SCALE: 1' =4! 0.20' TYPE B A.C. 'iy2:I OR FLATTER EIGHTH ST. WEST A.C. GUTTER RIGHT 33" STA. -0 +50 TO STA. -0+75 i 5' 4" 24" I + 3 Yz 6" 3V ..R IJw CONST. R w /2 .40 40 N ,dbp OG E.AL COAT ,a ,`� R �o '•�`e :�' 'a%.�;>R ;:y`,�'% /I,a ; 3' 4' 12" 12' 4' 3' Of'/L:1� - -zoo '51 _ PROFILE GRADE / !1 -F.0% 4 VAR IES '---+ - 2.0% 4 VARIES . . ----�---�-+ �- ' CO V� _ ACDI�CE TYPE B 2 CURB & GUTTER "� ` �� _ 4> _ SCALE: I"=_ 00.. I' 7 SCALE: I"=1' 0. 25' TYPE B A.C, a M O 0.35' GLASS Z A.B. A R IJ I L T Ul D .-mom JERSEY BOULEVARD mo ci'1,-,I i, NIS SCALE: I 4' i - I I i r . ; r f ` i T x ° 11 .O V 'V O O 1 i x 1 r 1 - 7 , ` ( _ q ` ' ' j a t , Ii , i ( i 1 , , I ' ;_'*'.J"'_ ?.,..._...-y.-,+_.�.�.-„ q.-.r�,o_-�_.�-1'.t ....-r L i._..,-_t. _..I}.�. �...�.,}...a...,.... L�_» i.. _..r._ .;..�.-,.-.�.;- 1 ..,.-...� ,..w_._.a_ •_-.i.�.. 1 - .� '..1 »- f i _ , , i , i ! 1 ' f - t , i 1 F t , 1 1 11 , _ 4 ` �..w�.r.q.. .+y�..b.«3..',y 10_,..ir..L„-,. ii tl••L.•". 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NO. 1 ROAD DEPARTMENT HAVEN AVENUE H04604 ROAD NO. DESIGNED BY DRAWN BY CHECKED BY APPROVED BY 405750 AE SAN BERNARDI NO AVENUE T .�r. IvP� � � E 0 ARROW ROUTE FILE NO. SUMMED Br QML ASST. COUNTY ENGR.- ROADS DATE 97-8 5 /l/�MENOED/A ' SCALE: I"=2o' - - 1 1-/41 CUCAMONGA AREA MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE C61 HIGHWAY ENGINEER DATE SHEET 6 Of 10 INTERSECTION DETAIL SAN BERNARDI N 0 AVENUE WLd W ! Lo � I Id co o Lo o a -1400 lid' EX I ST. C hTC H SATS I N r t I i E � s r sZ ` I R/W Al - I -• Y.. EXIST E,P, EX1ST 42s CkA.P _ N E.T.W,�_ I N.0010'00"W.(MEASURED) (L SURVEY 81 T EXIST.ROADWAY i HAVEN AVENUESTA. 0+0 = FEATHER T8 MEET EXIST I CUT EX15T. PA1eT. 3-LT.� IMP, . 2 3 4 WOO10'OO'*(PER F.A.S. 1268(1)) 5 0 STA,0+87 TO STA.2+24 a PAV'T. 5TA.0t48 M N C SAN BERNARDINO AVENUE STA.0 +00 I N.0° 1010 OO WW �c IMPROVEMENT TRAFFiG STRIPE (B1� OTHE.RS) � � y 2 3 4 5 UT EX IST.PAV'T i _ . TA,0+87 b 1 , . .W. r _ EK15T CATC-H BASIN END E.P.SH, TRANSITIOW 1_.P SH. ' r 39' RT,q IMP, STA-Z+87 -j $EGM E.P.SH.TRANSITION EX IST.48"C.M.P. r � 1' �� 48' PT.� IMR STA,0+87 END EXIST.CONC..CURg�.GUTTER STA, 0+87 j R/W �' RAW Q 1+00 I�I iII w IIIjlZ9 a I 10 zd III 48' fid' II O 60' W III ' III Z � t III ; IIIA , t j O o !11 Z flim I U1 it cUL III CID III W _ � i � f • i o m ��I s , 1 I : ...T � III D Z I I a W F . BY rn t ISI i Nth C� 67yr. 2+00 1 FIELD BOOK REF. COUNTY OF SAN BERNARDI NO W. 0. NO. ROAD DEPARTMENT HAVEN AVENUE H04604 DESIGNED BY DRAWN BY CHECKED BY APPROVED BY ROAD NO. NSC. SAN BERNARDINO AVENUE TO 405750AE ARROW ROUTE FILE NO. SUBMITTED BY CRE ASST.COUNTY ENGR.-ROADS DATE 97- 85 i RE'�CO�MENROVF�� ` �/ r �y� 3-� CUCAMONGA AREA SCALE ! Ito= 20' w I MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE WUNTY HIGHWAY ENGINEER DATE SHEET 7 of 10 w INTERSECTION DETAIL �.} o U�, SIXTH STREET 0 Q � r 0 I M I � ' I OD z Lc) 0) { I 0 d' ' 30' 15' 15' I 1 I rEATHER TO MEET EXIST E,P.SH r STA. - O+ 40 �V E.T,W, N v E.T,W, SURVEY & EXIST.ROADWAY N. 0° IOC W. (MEASURED}) SURVEY 81 tt�• E X I ST. ROADWAY --F- + ' 2425 26 27 X28 129 - (-N.00 IO W. (PER F.A.S. 12680)) SU RVEY HAVEN AVE. STA.26+46.06-- � a � 1 `i. +SURVEY SIXTH STREET STA.O 00 a IMPROVEMENT - - - - - -- - IMPROVEMENT TRAFFIC STRIPE (BY OTHERS) +24 N.00IOC W. �25 -- +' +26 X27 - 28 l• �29 TRAFFIC STR IPE(6YOTHER5)� I GUT EXIST, PA VT. 3'LT IMP, N A. + A. 28+I 5T 24 I 8 .5O T 0 ST 3 � ET�W. - - bo 39' RT,tet. I MP. 3 9' R T, %-IMP, 1ZO _—` 43,5 4 RT, S - MP, STA, 27+60.485-T#,25+3 1,64 43.54' RTrt IMP, STA.25*?9.23 STA.27+12.89 49,S2'RT.q-� IMP, 3?. 49,82RT, 1 MP 5TA,25+07, ro9 'P STA, -(o+84.43 _ 3 R/W R/W s 09 RTj L SIXTH ST, N io 19.5eLT et S WT ST I O STA•O+94.71 10 e � 5TA.0f90.5 0 O� � OD - 1 Z ' 14' RT, � S IXl'H 5T 14' 10'LT qz SIXTH ST. STA. 1+32.77 10STA, 1'+37,38 30 30 O W W � Ln a: ' G R ABF--EARTH TO MET ES MT,G RODUND STA,. 1+90 00 oU IE j rn { a EErrqq7AA7 .l r .! M O ce i X s H � t OC t W ut a' Ime. T� ~# a itS a { 1 W. 0. N0. CUTExIST. PAV'T FIELD BOOK REF. COUNTY OF SAN BERNARDINO { STA -0+20 ROAD DEPARTMENT HAVEN AVENUE ROAD NO. 1 3 DESIGNED BY DRAWN BY CHECKED BY APPROVED BY SAN B ERN A R D I NO AVENUE TO 405750 AE TT�ti d � H. FILE NO. W +54 + 54 W W ARROW ROUTE SUBMITTED 9Y C.D.E. ASST.COUNTY ENGR.- ROADS DATE 97- 85 R/WRECOMMENDED/AP OVED B ) Vy I b A.c. DIKE "DATE 3 '�` CUCAMONGA AREA } MARK REVISIONS APPRAssT. ROAD coMMiSSiONER - ENGR. DATE NTYHIGHWAY ENGINEER ATE SHEET $ Of 10 STA.53+71.51 WINTERSECTION DETAIL o > W PLACE o j EIGHTH STREET Q 3 A.C. DIKE � Z x L0 � W _ CONST. W EART'i-I W 0 24' t-F' 7' 24' 8' STA. 53+38 23 sq SCALE: 1"= 20' ; 4411 90' j PLACE 0.20' i BEGIN A.C.DIKE €A7.4 5.F. RY'IL KIS = TYPE B A.C- STA, 33+01,51 SUR, 5TA. L+91.51 3' 39' RT. It I IIA P. CONST. TYPE 8- sTA.52+8.758 o I 53 0 53 CURB fGUTTE A.T. & S.FRY. - - - - - - b !I O END A.C, DIKE I I STA. 52+81.51 C. CURVE DATA-EIQHTH ST. PLACE. 0.20' PLACE a = 180 11' 23.5" a ; TYPE 9 A.C. A.C. DIKE R - 400' i 43' LT, 4. IMP. T - (o4.03 5TA. 52+:52,71 L - 12Co199' 43.34'RT. i MP, FE ATH ER TO KAEET EX 15T. PAW T. STA, 3+79.34 AH TO 5TA 4+oo 5TA, 52+ 40.09 N i 43.54'LT. T- IM P. a STA, 52+41,31 n�i R/W + ' 49.8Z' RT S 111/IP. q 4�3.83LT�t iMP, J111111,203 rj CUT EXIST. PAV'T. STA, 52+.12. 85 Ar N STA 3+79,54 A H. 18,4E'LT,� E-iGHYI# ST, 4 BEGIN A.C. DIKE 18,45'LT g- &I&HTH ST 0 EX 13T. E.P. STA, 0+92137 STA. -0+47.57 / r' MOVE EX1 v T - 9 W AL RE 5T, PA N. 8 36 25 C C. T � ) TNST CU EX Sr5'i`PA T E G H I v�T� �. . STA, -0+75 TO 5TA.--1+40 ` R/W 13' LT EIGHTH 'T. 400' R _ EIGHTH STREET 5T +Z9, - A T _ 2 FEATHER TO MEET EX IS PA)/T- U =.� 13'LT,� E.IGHTH ST, = 52 52 _ --- + + In TA -O ?S TO T . - 1 40 S S A 1 T . , _ /fid, �O , EXSE.P. EXIOT. E.P. CUT EXIST.PAWT - 5TA. -0+75 Ot SUR. H VEN AVE. STA. 51+72.15 j I N 89°3625"W(CALC.) CONST.I EIGHTH ST. S�A.O+QO _. .__�,R - -4' =_" � R w -}- SUR.-�Ef6HTH-�-ST -WEST STA. 10+00-e- + �. 1+00 I 'RT IGHTH 5 1+00 - I STA. -0+ 46 FE 1���•86 SUR. EIGHTH ST. EAST STA_ 0+00 o- Y = p iE I 112,41 in 11 89 ..-- t3c�Z.3'rIf-IMP 0 IST. IEA,C•GUTTER 1 r . , , '- ' EXIST,,-E.P. -��j - ST�Ai51+50 12p R N 13 RT, EIGHTH 3T' 0; STA 1 +Z9, Z2 ► iIrA.C•GUTTER o,z0'TYPEgAC� 7 3 a + A•C.OVERLA�( 13 RT. �. EIGHTH ST. a th FEATHER TO 5TA. -O+5l.25 . {.' �� END A,C,DIKE 18.4ZRT.� EIGHTH ST. CURVE DATA - EIGHTH ST, R/W MEET EXI5T61- { STA. 0+92.37 O = 18 II 23.5 45,20 LTA IMP, l - R 400 ' 1 h10TE t 5TA.51+33184 T = Cc4,03' uu�' CUT t REMOVE tX 15T. ROADWAY � 44.8 L' RT C- IMP. _ 12 L - 5,99 + Q' STA. 5 I 2.(o 7 49 + 3 S 00 TO 5 O PLACE STA. 5 5 . 0.35 A.C. OVER 050 A.B. tp Q ! . W 43.Q0'L' � IMP ' 43.54' RT. Q IMP, STA, 51+ 10.94 STA. 51+04-21 38' LT. � I M P Y + _ 51 51 u . o A O ST 5 l IE I111.3Z 12' U I - Il d i w V 2 Q �W ,. . . t- r. . . m 0. v . co IT a r� Q U) A.C.OVE Z51t3E 09ZAIN �I w , +� LL BEGIN A,C. DIKE 39 RT,� IMP, LL +42 95 TA, O Q 5 5 V� BU � C. � s . s W 0 y. . - _ ...........°.............. ... ........... 3 3 BY. 0 0 NO CORRECTIONS THIS SHEET 0 0 0 rn o 3 � 3 . n 3 0 a 3 COMST. Irc EARTH 01W tY F: . I 4 4i W Z+Z Z.1 w L.i it STA, 5 O +05 r 50 50 z FIELD BOOK REF. COUNTY OF SAN BERNARDINO w. 0. No. ROAD DEPARTMENT HAVEN AVENUE H04604 ROAD NO. DESIGNED BY DRAWN BY CHECKED BY APPROVED BY 405750 AE H. Z N� �K SAN BERNARDINO AVENUE TO SUBMITTED BY C.D E ARROW ROUTE FILE NO.ASST.COUNTY ENGR.- ROADS DATE 97- 85 RECOMMENDED/AP OVE SCALE: I 20 � ��/C 7 C U C A M 0 N G A AREA "= ' ��J� 6/ MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE OUNTY HIGHWAY ENGINEER DATE SHEET 9 Of 10 I INTERSECTION DETAIL JERSEY BOULEVARD Ek W W�I I� Q� � TWENTY SIXTH STREET 000 %n LO w = Iw 1— xl L0 O j i Z I d0 30' 30' ! { It f i I Rn f—R/w t ' FE AT E R TO mF-vr EX I ST. PAV'T. i E,P.5H, Y. STA. -O�4o E.P, SH, `r _ 'Q HAVEN AVE. STA. 62 t77.59 = E,Tw, JERSEY BLVD. STA.O t 00 T W. N N.O'°I "W.(MEASURED) SURVEY a EXIST. ROADWAY 61 62 CUT EX IST. PAV'T, 3 LT.�IMP 63 64 IN U 65 66 N.0°10 W.(PER F. A.S. 126 8(1)) 67 STA. 6 O+6 6 TO STA. 6 4+3O HAVEN AVE. STA. 65� 43.0C N �n N ; TWENTY SIXTH ST. STA.0+00 — TRAFFIC STRIPE( BY OTHERS— '� — — — — — ---� I M PROVEMENT 61 62 63 64 65 66 N. o to W. 6-7 TRAFFIC STRIPE ( BY OTHERS) 01. E,T E.T.W, a0 E.P. H. a 39'RT IMP, E.P. SH, 77 39' RT,t IMP. ..R ... 43.54'RT.� ffvtP , STA,fol+ 46.fo? '43.'54RT. � IMR 120 STA Cc3+ 75,50 STA,6 I +94,2G STA.ro3 12 7. 91 { 49,6 ' RT. tMP, v' ,!` -!9.82' RT, IMP, STA. GZ+99. 46 RAW a_ 0. 6' LT JERSEY BLVD. R/W 1 TA. 0+98,20 33.8l0'R7,CIERSEY BWD, STA,0+98.20 pt oC I N BEG rN At. Mt 32.5'RT, SJEiZSEY BLVD, _ 0S-RT tr.JERSEY 5LVD. STA. t+1 ,21 STA, {+16.21 I 40' ul 40' ' O \ a O (D all i OD O I C UT E X I&jT PAVlf. >' w STA. I+Boto rn W �- w ^ ' • 'FF-A'TH ER TO MEET EXIST _ D in o 0 PAV T. STA• Z+00 cr '... . __... . ........M.. W Co � BY `7r1�.,a' NO*CORRECTIONS THIS S>f f' • tENID 2+00 a A G.DIKE �W ! } i . � moo• ��0� a } - 4 _ - - - FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. No. ROAD DEPARTMENT HAVEN AVENUE H04604 t. DESIGNED BY DRAWN BY CHECKED BY APPROVED BY ROAD N0. SAN BER NAR D I NO AVENUE TO 405750 AE H ARROW ROUTE FILE No. SUBMITTED BY Q CAL ASST.COUNTY ENGR.-ROADS DATE 97-85 RECOMMENDED/A ROlot VE 18 CUCAMONGA AREA MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE NTY HIGHWAY ENGINEER DATE SHEET 10 of b MATCH EXISTING D/W WIDTH 4 MISCELLANEOUS DETAILS � SUMMARY SHEET W Q Lo MEET EX 15111NG GROUNO O M W L L L ; O - Q i b i M in N 3 W I A j Q _ RI yA ES E { LEVEL. 3 VARIES (SH0 N O N PLA-.N5) 5EG TION A A A. C. -:- 'MISC. AREAS ' A.C. DIKE SUMMARY CONCRETE CURS SUMMARY LOCATION SO. YDS. LOCATION LIN. FT. LOCATION C.Y. PLA N GUTTERS 35 sTA. sot 42. 9s To sTA. 1 2ro 5TA. 52+69 _TO STA. 53.114 (MEDIAN S 0+-9?.37EIGHTH STREET f R/W D+A T O STA. 2 3.7 EIGH H STREET T I IA O MED NS RBS _ l D CU b 1 D EDGE PA�/£D SHOULDER C � j `STA. VARIES 5 _ OVERSIDE- DRAIN 6 STA.5.55+01.51 TO STA. 53+71 .51 73 _ zs' i_ _ JERSEY BLVD. 128 TOTAL 5 2 TOTAL -427 TOTAL 5 S E CT'I O tit _ EARTH DRIVEWAY DETAILS • SCNLE . O=4' . i I� SHOULDER O N a CL _ S a a IZ" b i SECTION A-A ��i ii ri 4 SECTION 6-6 A • ie -­rC _J_ L c • f 2 R ECT1O C-C. 5 N 00 OP OF DIKE T END OF DIKE R - 0 PLAN J CJt 0 f 0 1 d� ASPHALT CONCRETE OVEP51DE DRAIN DETAIL. OD I STA, 50tA2.95 TO STA•50t5ro.62 CJS D �t -4. SCALE.' 1"93 C1 S � LJ � � _ felz _ Lt • NO CORRECTIONS THIS SHEET •-s i t • i