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CZ EARING e 6RUBB ING <br />Location <br />Quantity <br />Sta /97t30 to 449t00 Lump Sum <br />STRUCTURE <br />EXCAVATION <br />Location <br />Quin ti ty <br />Sin.308.A50 <br />X-Dr. //.3 C.Y. <br />Sra.329A25 <br />X-Or. 1/.3 C.Y. <br />S% 430 f 75 <br />X -Or. 11.3 C.Y. <br />Sto. 423t40 Lt. <br />5-Or. 7..7 C.Y. <br />Torxi/ <br />4/.6 C.Y. <br />STRUCTURE <br />BACArILL <br />location <br />QuonTity <br />Sro. 30Q t50 <br />X-D/: <br />7. I <br />C. Y. <br />Sm. 329f2.5 <br />X-Or. <br />7.1, <br />C. Y. <br />Sta. 430t75 <br />X-Or. <br />7. % <br />C.Y. <br />Sto. 423 t40 Lr. <br />S-Or. <br />7. / <br />C.Y. <br />Total <br />28.4 <br />C.Y. <br />rlAIISRINig ROADWAY <br />Location <br />St+v. /97A50 1n 44e t 00 <br />DRIVE <br />Description <br />Type B <br />Type D <br />WAYS <br />Qwntit.Y <br />Lamp Stan <br />Quon ti ty <br />/,925 S.Y <br />2, 3'"22 S. Y <br />AGGREGATE BASE-CL. Z <br />Location <br />,Sta: 209*40 sto 4449 f 00 <br />117 tet-sections <br />TO ta/ <br />01 <br />uan t i f <br />//,3.30 C.Y <br />200 C.Y. _ <br />SAND COY <br />LocatlbI7 <br />Sta. 209t 0001 to 448f 00 <br />117 terser f/;0/7s <br />TO ta/ <br />ER <br />Quantity <br />/27 T n = <br />2 Ton <br />/29 Ton <br />A SPK4 L r CONCRETE <br />11 ''1 1 1 1 1 111 1 <br />Location C van ti ty <br />Sta 197.A5"c0 to 209*00 /, " 64 Ton <br />.Sta. 209 YLOO to 44d o 00 /c5, 0 75 7a17 <br />/r7ter4eCIIIIS 290 Tory <br />L'ri re ways 295 Tort <br />Total /8,224 ToIn- <br />A SPHA L r EMULSION <br />(PAINT BINDER) <br />Location Quantify <br />Sta. /97t50 to 44e>00 /6 Ton <br />/m 1QZ11D ASPgAL T <br />(PRIME COAT) <br />Location Quantity <br />5 ta. 209 f 00 to 44(g � 00 65 To,n <br />117t"sectlons 2 Ton <br />Total 6 7 7o- n <br />~iWY 4eor4604r1af <br />Loco�ior� Quvnfity <br />Sfrz /f80'00 r!s fli9049 22,699 C. <br />PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMM <br />13'*x 22 " C. S. P. A. <br />(0. 0 79 "thick ) <br />Lacati©r7 <br />Sto: 306 t50 <br />Sta. 329-A25 <br />.Sta. 43 Of 75 <br />Qaanti ty <br />X- L7r. <br />6 4 <br />L. F. <br />6W <br />/ .F <br />=Dr: <br />6 4 <br />L ..�: <br />19.2 Z.F. <br />CLASS A CONCRETE <br />(MINOR STRUCTURE) <br />Lacofion Qwnti�y <br />STo 423s3/ Rt 34-' 2 C.Y <br />4 <br />12 0 Ce S. P. j 0. 06 4 "Thic1r) <br />oration tuorrtr'ty <br />S ta. 423t40 .0 t. S 1 20 L . F <br />Location t i t <br />St7.42.3 A ,31 Rt. 94' <br />iNDED 8Y I DATE <br />COUNTY OF SAN JOAQU i N <br />DRIVEWAY LIST <br />Vi/id <br />th <br />Type <br />Radius- <br />wid th <br />Type <br />pa►adius <br />Stai`i©ri <br />Z A <br />Rt.' <br />B <br />D <br />/44" /8' = <br />Stc�tic�,r� <br />L t <br />R . <br />S <br />© <br />14.0 <br />/8' <br />Ste►. /96 f 80 <br />38' <br />X <br />X <br />Sta. <br />324.A25 <br />30' <br />x <br />X <br />Sir? 200t20 <br />127' <br />x <br />X <br />Strr <br />3267465 <br />6O' <br />x <br />X <br />Sta. 20465 <br />.30' <br />x <br />X <br />St&: <br />326 -o 60' <br />/(:9' <br />x <br />X <br />$to. 2161-.0 <br />12 <br />X <br />x <br />.574i7 <br />329-A 57 <br />14' <br />x <br />x <br />Sta 224A 0 <br />/w <br />x <br />x - <br />5to.3324 <br />7,5' <br />1& <br />X <br />x <br />Sta 224v4W <br />12' <br />X <br />X <br />Sf <br />3.36�10 <br />12' <br />x <br />x <br />,Stv.234 &65 <br />32 `- <br />X <br />X <br />Stv. <br />336 f /0 <br />12' <br />x <br />X <br />Stet. 240vo 90 <br />20' <br />X <br />X <br />SA7. <br />3.39,4 76 <br />12' <br />x <br />x <br />Sla. 244t 95 <br />14' <br />X <br />X <br />Sta:.344-A <br />45 <br />12' <br />x <br />x <br />.Sta: 24'5s45.5' <br />12' <br />X <br />x <br />,Sta..345't <br />7.5' <br />36' <br />x <br />x <br />SA7 257A10 <br />14' <br />x <br />x <br />Stra: <br />346iLIS <br />16' <br />x <br />x <br />S,Aa.2.57t50 <br />12' <br />x <br />X <br />.Sta. <br />3.5/t (95 <br />.6' <br />X <br />x <br />Stta: 25'7,�-8,5 <br />'4v/ <br />x/ <br />x <br />,Sta <br />366 fi' <br />0' <br />x <br />x <br />Sta 258f55 <br />14' <br />/� <br />J� <br />Sta. <br />3674 7r^ <br />20' <br />x <br />x <br />Sta. 256 t85 <br />121 <br />X <br />,x <br />Stir: <br />368t.55 <br />6W' <br />x <br />X <br />.Sta. 259o-22 <br />20' <br />x <br />x <br />,Sta. <br />369�50 <br />12' <br />x <br />x <br />Strut 273t30 <br />14' <br />x <br />x <br />Ste. <br />3 78 f52 <br />12' <br />X <br />X <br />Sto: 2 7*5AOO <br />/4f " <br />x <br />x <br />Sta. <br />3 79f 70 <br />16' <br />X <br />x <br />Sta 2754f4.5 <br />12' <br />X <br />x <br />'Sta <br />3 79465 <br />16' <br />x <br />x <br />,Sty►. 278,E 43 <br />14' <br />x <br />x <br />s t'v. <br />3 60f18 <br />2a <br />x <br />x <br />51a. 2 76 1195 <br />16' <br />x <br />x <br />sta. <br />3 69.A80 <br />24' <br />x <br />x <br />Stv.2 79-A17 <br />16' <br />X <br />X <br />,Sto <br />392 -A65 <br />14' <br />x <br />x <br />Sto: 280 v 25 <br />16' <br />x <br />X <br />Sta. <br />395,E 60 <br />12' <br />x <br />x <br />Sto. .266f70 <br />Af <br />x <br />x <br />Sto <br />397f30 <br />20' <br />X <br />x <br />Sta. 26 7f 6 7 <br />.20' <br />x <br />x <br />Stia..396 <br />Y& 5 <br />20, <br />X <br />x <br />Sto 2957460 60 <br />14 <br />x <br />x <br />Sta <br />40/f 90 <br />141, <br />X <br />x <br />Sta.296-A60 <br />12' <br />x <br />x <br />$ta. <br />406o65 <br />/8' <br />X <br />X <br />Sto. 301 * 90 <br />14' <br />x <br />x <br />Sta. <br />40 7¢ 90 <br />20" <br />x <br />x <br />.Sta:3C3f50 <br />14' <br />x <br />x <br />SA7.4124V <br />14' <br />x <br />x <br />Sta. 30S'f,30 <br />/6' <br />x <br />x <br />Sto: <br />413,495 <br />14' <br />x <br />x <br />Sta 312f0.5" <br />14' <br />X <br />x <br />Sta. <br />422*82 <br />12' <br />x <br />X <br />Sta 314,p 70 <br />/4'' <br />x <br />x <br />Stv. <br />4 '" 2f68 <br />/8' <br />x <br />x <br />,Sta 315f5.5 <br />14' <br />X <br />x <br />Sta. <br />425t 20 <br />14' <br />X <br />x <br />Stv. 316-A 7.3 <br />200 <br />X <br />x <br />Sta. <br />426 AIO <br />16' <br />x <br />x <br />Stec 3/9 f 0.5 <br />42' - <br />X <br />x <br />Stv. <br />4429 *25" <br />16' <br />x <br />x <br />sm. 32'1*70 <br />12' <br />x <br />x <br />SY*. <br />4 00,&20 <br />12,f <br />x <br />CONSTRUCTION <br />NOTES <br />PROJECT <br />DRAWING N O . <br />A-S, B� I LT <br />CORRECTIONS <br />•i f <br />Nb . <br />DATE - <br />SHEET <br />TOTAL <br />NO. <br />SHEETS <br />22 <br />22 <br />