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138 - <br />I Alin <br />N 07E 5 <br />REM011E Od,C.B. AND S.D. LATERAL A5 NECESSARY. PLUG LATERAL <br />W/7H CONCRETE. <br />2. ARRANGE W17N R r Er 70 AA✓1157 GRRDES 70 NPW S/DEWRL X. ANY RX Er CHARGES <br />W/11 8f NANDLPD AS AN f Mf.. SCNEO, <br />3. WMD B.O.W. 50117NFR1P 30" 50U7N Of MANWOIE RING. <br />a° <br />t� <br />A Q <br />x ° <br />w � V <br />Q, Itu <br />o <br />A" <br />Q.N <br />w <br />48.9 r.. rr_ <br />��4� .��. � °49•/6 a49`49& <br />49.60 P. 48 P. 43.61 A <br />7 <br />No. 19638 <br />Exp. 9.30 -1 :1 <br />CMI <br />F OF CAUFc! <br />48 <br />t)u c s}— <br />�. <br />-202 LF I <br />II <br />III IIIII�II� I �iii�il'iiiiBo ion■o �I�o i <br />a a <br />A UGUSTA <br />SCHEDULE Z WORK t <br />w WORK �CONSr ?Wt -'A" C. G. 6`5. AER 57D. FIN. <br />R-6 R <br />►a.. >'..�� F� ww oel <br />p o R to _q Q <br />a p q ZQ� V tiM R V v iV,, q <br />�p w �q)< <br />%N <br />o v a uu o `� v h A <br />H a30'° ov N. RQ Qv+ y, yN �� Q <br />a <br />a 10+00.00 AUGUSTA STREET : wv T w B0 Z /0•% <br />14t20 0 'OLIVE STREET ' <br />Exls CFrlev. 42.99,1, o ,a 1 LIMI OF A.G. . <br />qz <br />1 V - <br />a a .9 $ 44 9 4 0 <br />IWr EP. ,� 4? 90 fes.. 14• it <br />3 3s rt <br />1j <br />_ _ <br />R/ W <br />Int � /p <br />f I �0 <br />i— <br />'13 I a o <br />W I 22 CC) <br />Cr 30 30 <br />- <br />91 <br />W4 I O <br />.i <br />4 <br />Ltj <br />e <br />N <br />a ul <br />w <br />I;- <br />Q <br />►� d CO <br />m <br />q� <br />jv u' <br />3w <br />I Exist CElev. 43,60 <br />15 <br />N( <br />z <br />4+ i ,� <br />' <br />15RW <br />J <br />a <br />44c <br />3 4 5 1 <br />4e116 41: <br />r i i <br />i IC7`F?L7 E. <br />STREET <br />C,URC DATA <br />R= 20' <br />A = $90 59' 12" <br />L= 31 At ` <br />' / �.w�rrw�rrrr.w+rr�rr+rr� <br />IIIIIIIII�_ . , <br />E <br />Saw Cut ., a '7YFf A' CURB, <br />Exi9t. Edge of Pbvement 6-117f i0f9119LX <br />�__ <br />A R 57D. fiLN. R-6 <br />0'67-'-9W9-C'- CONCRETE" SLI BGRAOE <br />Prime Coot 0.20' A.G.- Type "B" -1/2 { Max <br />0.30' A.B - GI.0 3/4• Max. Aqg. <br />GE Provided= I.o5 0.67' q5% R.G. orig. Ground <br />T.I.=5.0 R-Value=40 GE -ad= <br />Re0.96 STATION <br />TYPICAL SECTION AUGUSTA STREET 9+25 -10+50 <br />Scale: 1"- 41 Norm <br />*NOTE: Cross slope of widening <br />shall be equal toorgreater <br />r 0 than Exist pavement but not to <br />{ <br />k exceed 4%. r <br />I _ <br />Edge of Pavement <br />Inv <br />{, Top3 8o 35. sa 43 6'�u r 47,4 q 4��s3L d <br />15 <br />� c o g.._. .__ ,#„LLT,5'• c��e Cji �y�ry?�a,,. + <br />E � <br />` M _ _ ! <br />i - <br />I a't <br />I <br />14+20.1 AUGUSTASTREET <br />a ul <br />I;- <br />( <br />►� d CO <br />m <br />! 14420,6 LILAC STRGET <br />jv u' <br />ODI <br />I Exist CElev. 43,60 <br />.tI 1 W 3 <br />N( <br />W <br />4+ i ,� <br />' <br />k <br />3 4 5 1 <br />,rs1°,' <br />to ..4 <br />I <br />0 <br />i 17' <br />17' <br />M <br />I <br />fLu, <br />Lu, <br />CQL <br />,j <br />0 <br />� u <br />v6 0. <br />h � <br />..Mac . <br />NO. DATE REVISIONS SY DESIGN 7F• DRAWN ST R. L. S• <br />APPROVED BY: Henry M. Elirata RCE No. 21258 x BAU M BAC H & PIAZZA AUGUSTA STREET AUGUSTA STREET svtE7 !� O <br />JIVIL o� 7 <br />�./ i,c✓//%%%%,�c 19 SURVEYORS ENGINEEAS 9w No. 9202 <br />V&PIFF73 B07 EXP. DA7f 9-317-93 323 W. ELM BIT. LOCI, CALIF. F/Lf <br />R.C.E. ��LJB DATE i AN OAQ INC DIREC 0 L WORKS son4o PM: EOE-asE-Es1E No. <br />G-1012 <br />