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n2324i <br />�-n <br />0 m <br />m <br />z <br />O� <br />m <br />CO/7f'O/'/n � •••, <br />a0 <br />,Exist Width — C'oaforrr? <br />/2 ' /Min. <br />TYPE D <br />As pha/f Cot7cre fe arer shaped <br />and cornPQcfed nati✓e rnaler'ia/ <br />TYP,e5 I" <br />Yariob/e delO fh .-Js�oh a/1` Car701'e ie <br />Ove,— eXis 6179 ,00Y e 0' drive way <br />TYP/CAl. OR/Ve! 'WAYS <br />Z,C G,END_ <br />-"R Con form to exls ting r4dii <br />REM0 V//VG C 0/VCR,5 TE <br />Location Qvantlfy <br />942 -JO t Rt Z 61177 Sura <br />PL A M/NG A S PHA L. 7" <br />CONCRETE PAVEML N T <br />,C Oca fi"ori 0„,lar711'1)1 <br />808410t fo 808�V'f 236 S. Y. <br />882,1 2f * lo 882111t> a9 S. Y <br />88*bd� <br />lo 887--85* 89 S, Y <br />942 � is fa 942”` 3f !t 103 S. Y <br />Tota/ f/7 S. Y <br />Z,41? TH W01?1< <br />Wisc. Areas) <br />z ocation 4yanti ty <br />8084-10+' to 8807,00!- 72 Sfa. <br />88S{ 00 t Po 9421135 t 58 SA7 <br />7o' tat /90 Sta. <br />o COUNTY <br />Drawn By <br />u. s. <br />IMPORT BORRO W <br />,C o cation Qvorr fi f y <br />808+/Of /0 9¢2,1351 3,898 C.Y <br />SHOULDER BACKING <br />,Cocation Quantity <br />808*10t to 942-g.S t 40 2 C. Y <br />DRI VE WA YS <br />7 -yo e <br />Quer/ ti fie s <br />No <br />Are a <br />Type <br />Type E <br />7 <br />I> <br />361 S. Y. <br />40' S. Y. <br />ASPHALT <br />CONCIfE 7�E <br />I -0001 -ion <br />Qvar/fi'f'y <br />Roadway <br />7871 Toms <br />OriVe wo y <br />/28 Toms <br />Miscellaneous <br />Areos 3 Tons <br />Dike <br />2 Toms <br />To tO/ <br />8,004 Toms <br />OF SAN JOAQUIN <br />Date Project Engineer Date Checked E <br />Expires on 9/30%89 <br />QjpFESS/oNq <br />rr+ <br />u, No. 21258 -q z <br />Z a <br />CIVIV <br />�F CA�� <br />A S PHA L T <br />CO/VCR,E T;' <br />(Misc. <br />Areas) <br />,C0006047 <br />Ovan fi ty <br />082" If t .L 1 <br />6 S. Y. <br />882-f23:� Rf <br />6 S. y <br />884"Ost l -,t <br />6 S. Y <br />9194-8)-t <br />S. Y. <br />Toto/ Y <br />ASPHALT CO/VCR,- TE <br />D//<,f (Type C) <br />Z 0c0/i0r7 Quon tit y <br />8d/f4f f fo 882*3j� Gt q0 <br />881460 ' fo 882tfot /?f 90 Z.,r <br />883160 t to 884411 wy Lf 90 Z. F. <br />883,180t to 884f70t /Pf 90 .L. F. <br />Tofal Y 6 0 <br />CONS TRUC T/ON N070,59 <br />No sCA /- leA NO D,E TA /L,9 <br />Date Approval Recommended By Date i Deputy Director Date <br />419 c <br />)01-A CZ- <br />MONUME/V T <br />f RAMP <br />AND Ca VCR <br />L ocafion <br />441an ti f y <br />S3¢ * 35 f <br />/ Zcrch <br />66>0 1191 t <br />/ Ea Ch <br />8874! t' <br />I .Each <br />9194-8)-t <br />1 Each <br />940,'92t <br />I ,Each <br />To la S ,Each <br />METAL. BEAM GUARD <br />RA /L /NG' (Sfrvc lure ) <br />,L oca tion QUQrl-6 ty <br />Structure Wf40 ;3-0 G, F <br />All,ErAL BEAM GUARD <br />RA IL /NG <br />Zocation 0uar7tify <br />Bridge /Vo. /25� 2.50 Z. /C- <br />5 tvre W1340 250 Z. F. <br />Tate/ SOO L.F. <br />CABLE <br />A IVCHOR <br />ASSEMBLY <br />(Areakawa y, <br />-Type A) <br />L o ca7IiO17 <br />Q van ti f y <br />Bridge No. 125,1 <br />4 ,Each <br />Sfrvoiure WSQO <br />4 Each <br />Total <br />8 ,Exch <br />T,ERAVIVA L. S,EC T/O/Y <br />(Type C) <br />L oca tion D. van fi f y <br />Bridge Mo. 125f 4 Each <br />S truc Lure WS40 4 .Each <br />To to / 8 ,Foch <br />aACR TO/V6 ROAD Sheet No. <br />State Highway 4 lo Mariposa Rd. 1 /2 of 20 <br />