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NO.2 60 .yoi „� co ,`s � 2 -3 � ;� � ;� � `'O� ,, i . i \ r ' i �o k ,��. ry G , �. 02 '� N 12 TC___ TC - -________ _ �Ib,�� M-----�_�� °� -- °_ = =_ io s/cwv � �� �E�.-- _ Ex. �. & 5 A1115_ - - - ---- ° k- 'nU--, `�---- - -- - -M 1 0 G----NSG. O - ---- - 01.��`fO _-_-_-_ -_- = O� --- -a -� PP -= - - - ' _ ti 1 VEN o��. EX. C. G. _ _ - �P - ti r < h I ,y►' o F , \ x ,11 ;x 3X, ;�.- , : BA ELINE AVE e (9, �• i- ,. � � / ---_____==��rOoNyi!*S-___=__-__ �o�� rte` u 'res` ,�; �� %_ 1;:.PP----�/�vS fX: i�/W--P=°c� - Cl1R$ i V ` ,! � ELEC. af. i x / ,. 11.9 (12.47 1 IZ -_--__ -- _ = _ =====- --_�( FNN_` iii. C, C�a� -- - - --`- = -- PP� _ y---- - .P ' Pf _ _ - - = I /�� ~ -' 11 i P Q i .iv EX. R/N /\ I I I _-}-__ __-�_ + I__ - _ ME r i -m war - - - - - MET I - - - SSG^-/ - - - - ;r; J NO PARK/it/G) .ov0 Eo/ acv J ' - RETUR OTIiER�a C�j >", = / = ``5 % x 9 _ - - t r. ';� Ory ;' I ?,� �p\N I .. ,.8 �- X - 1� 0 - - J I--� - _ I BASELINE VE 1 TRtK/C RTE VA LT s,Gn� 2, ,9 t - Jw _ „°�l,� Aa _j O O n� 3� �� �� J� �F- JJ MJ ��>- - J z co z co z co } _ o o>a Q �� 1 1 x °� IiFy a o .�o } QMza W ma �J aJ n .0 . Jg,-. OFESS/ Q� � cD U to °� ^ Co. F ao - ao � ao U, v1 m N N N U U N F_ U ~ s� r 5 % W M 3 a Q W^ FQR ��� O _ °� > :-. N r3 J to w} `� %1 ✓ ?9 Z M N -_ z I . ! 1 I 0 co U ECORD DRVIIItyO U Q M ti C9 w J I n 00 O - W w 10 Z M m II . m °� W I I N O THESE RECORQ rJFiAiNINGS N w J II U N K U N U M W O U ZU O W F^- } F -Q W11) md1 JO T -- J aw U3wt\ w m>- D: U CV N M N O O- Z > = O 'N O Z P O O W M , J ��0� �• NIEoq� � � Z E Z 3 00 lwi Z ri HTERSECTM X H '� J 0 - Z J ' z F=y HAVE BFEN PREP �ft'' U I 11 V (f% I I U (I I U M PARt oN THE BAsIS oJ` INFORMATION COMP! D AND N 4� 0 O F- , v-1 tD Q (3 o O 0 n Z z ~ O J= �" � o Jd In co Z o 0 O Z z - a X o �Q C ti m y �' 066388 y Q Q V_ w o: c� a: c0 a c� a o m Q o o 0 ' sc . I ,r U O FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE m F- U Q N I m o I I z i t i i W } AESPONSIBLE FOR ANY ERRORS OR OMISSIONS cn - m O Q Q =(n0 0 w Wm o z o z Q-- I[) (� p) Q U m Q U p Q o+ + o + w+ w + 3 + 03:900 o z C7 c LIJ CC CA m .. r- z 3 3 3 o N Q z W J M U CU °� N Q w o Z O O U 21 I� WHICH I I- li O I XII 0 Iii a0 HAVE 11EF�I .,..0 X W Z Q w,, F- MiJn THE DOCUMENTS A$ a 0o Ld mow+ QO O z N 0 N W ao pN0 N; N QwM w Q m Z w O EXP - -O * * a a + `� Z a o+ 0 O� Oo: IIO O� w o 30 phi] ���W2 ... + o Z P � = w ao O Jt- Q }In o : - a C -i _• _ O . rn ... ,n w 3 0o .- i l w Qo: � Iib I o A R�ULT - zn C9 I a �z > --__ �1� gIn Iii I 11 I I - I I 0- H o a 00 r- ao ao ao �tn0o cn C7 w m Zr'QOO - a w o- w a W `��->, Cavi ��' 2 0-0- - a a a � o 00 �� 00 000 � .. ^ U.,_ Oo: O - ._ Wo + I o I I aw �,o ' I 0_ cn ( o , Lu +c� SOF \E CA 55:1 TAP R r -+ .w + . + •_ -`-P as "2f �;+ st I I O o- X I I I 11 I r P. W maoM Nw 00 m 440LF 55.1 TAPER CURVE DATA CURVE DATA 0 AC PAVEMENT - LO on ^ 3 n A m u a a BENCH NARK: BASS of eEA�NGs: # 361 . ® REMOVAL ® SEE DWG. No. 2760 SPIKE IN NORTH FACE OF PP THE C.L. OF CHERRY AVE. BEING I SEE TRAFFIC SIGNAL P N I #1536697E. ® S.W. COR. OF N 00.08'09" E PER P.M. 1959 P.M.B. A R=35.00, X85'04'58" L=51.97' " L R=154.00. A=1755'32" � " � L=48.18' GONSTRUGT ROGK TiZEATME MEDIANR>vl?Y �fD. PLQN N0. IAh � � - BASELINE AVE. &SULTANA AVE. 28/18 WAS USED AS THE BASIS OF B R=50.00 A=90'12 52 L=75.73• N 80'45 03 E 37.30 ® GRIND AND AS MODIFIED ON 4646&-r t�• DWG. NO. 2563 BEARINGS FOR THIS PLAN. . C R=2.00' A=180'00'00' L=6.28' N R=272.00' X08'16'57" L=39.32' - ELEVAn0N- 1365.01 0 10 20 30 40 60 80 120 D R=25.00' A=88'40'58" L=38.70' E R=25.00' 96'03'55' - L=41.92' F R=50.00' - 0 R=156.00' X16'44'29' P N 74'22'31 "E 34.01' X15'41'59" L=45.58' p REV. O REVISION DESCRIPION DATE ENGR 01Y - DAZE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : �pFESS�q�,, PREPARED IN THE OFFICE OF OF THE DATE OF APPROVAL CITY OF FONTANA, CALIFORNIA LAN STREET IMPROVEMENTP X89'56'21' L=78.49' R=156.00' L=42.75' COMMENCE WITHIN TWO YEARS ,,%ATOM MADOLE AND ASSOCIATES, INC. G R=154.00' A=16'53'02' L=45.38' H R=150.00' p=16'53'02' L=44.20' R R=272.00' X09'19'27" S R=3.52' L�17T55'00' L=44.26' L=10.93' AM A SHOWN HEREON �` 1.7 $ % OF THE INLAND EMPIRE AND CARRIED FORTH IN A DILIGENT MANNER, L No. 14814 rte•, 10601 CHURCH STREET, STE. 107 DRAMM BY:SCALL. = Rl(/JKD TRACT NO. 15709 & P.M. NO. 15420AS NOTED N 71'59'45'E 30.73' T N 89'02'00"E . 126.28' DIAL Two WORKING RANCHO CUCAMONGA, CA 91730 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp: 3-31-01 PHONE (909) 948-1311 BA LINE AVENUE DESIGNED BY: _ DATE N 88'52'47' E 90.84' N 88'53'00"W 126.28' BEFORE DAYS BEFORE - MNs F STA. 7 7.97 TO STA. 83+•75.34 JAN. 2001 . K R=150.00 A =1755 32 L=46.93 YOU DIG - You DIG NRECOf20 BRING THEM � �Iv�� \P INTO CONFORMANCE WITH CONDITIONS AND qr�. Date : 13If I BY DRAWING No.: ' • TOLL FREE 1-800-227-2600 2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DRAW//VG'' 3.10.0 V. tZ' OF�L\ R. .E. 14814 EXP. 3-31-01 '�'�'�D 2 1 2569 - _ - - I - r A aDD ��� 01 ED 5f _ V6 � -01 STANDARDS IN EFFECT. MB TING CITY ENGINEER R.C.E. 51152 DATE 7 N z - - J:\126-1313\street\baseline2.dwg, 02/12/01 04:04:53 PM, fs - - - , , - _ _ _ _ _-- - - - - - - _--------- _-- - _ - - - - - - - -_ - - - - _,&_--- - _ -_ __--