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... ... ... ........... _.. ... <br /> TYKE' II <br /> fv. <br /> CLEARING AND GRUBBING CLASS 2 AGGREGATE BASE <br /> Moc Arthur Drive /83 Stotions /9/. 4 S,4. Volpico Rood <br /> Vo/pico Rood 53 Stotions Mainline 23/ 7 C. Y. <br /> Intersections 29 C. Y. <br /> Schulte Rood 55 Stations .ZD7. .S/�. <br /> Driveways Type A 75 C. Y. <br /> Welty Rood /3 Stot/ons <br /> Schoe /'er Rood 3 Stotions Schulte Rood <br /> FINISHING ROADWAY Mainline 2411 C. Y. <br /> LUMP SUM Intersections 43 C. Y. <br /> Volpico Rood 5.3 Stotions Dr,veways 48 C. Y. MONUMENT FRAMES AND C O VER S <br /> Schulte Rood 55 8totione TOTAL 4j323 C. Y. Moc Arthur Drive <br /> L UMP SUM Sto Type of Monument <br /> e // C Sec. Corner leo. <br /> 320,4-6 %4,5'ec. Corner lea. <br /> 59 X00 Sec. Corner leo. <br /> ROADWAY E X CA VA T/O N 85,f3& %4 Sea Corner /go. <br /> Sec. Corner /ea. <br /> VO/pico R ood /368 C Y. /64 +90 Sec Corner lea <br /> Schulte Rood /347 C Y <br /> D R / VE WA Y TYPE A Sch U/te Rood s <br /> TO TAL 2a 7/,�S C. Y. ,26. 40 %4 Sec. Corner lea. <br /> Volpico Rood 680 S. Y. TOTAL l so. <br /> Schulte Rood 43,S S Y. <br /> TOTAL s. Y AjpRAL T CONCRETE (AREA I) <br /> TYPE 1 <br /> Volpico Rood <br /> Moc Arthur Drive Mo inline /.576' Tons <br /> A SPHA L T C O/1/CRE T E A REA U) <br /> Intsrsecfzcns 20 Tons <br /> LUMP suM DRIVEWAY TYPE 8 <br /> Orivewoys 55 To ns We /ty Road <br /> Vo/Pico Rood 204 S Y. Schulte Rood Main/ir,e 463 Tons <br /> 14 ,4 er-r e c tion / o Tons M, <br /> Schulte Rood T7 S Y. Main/ins /6'40 Tons Driveways 5 Tons <br /> Intersections 30 Tons <br /> Moc Arthur Drive .57 S. Y. Schaefer Road <br /> /MPOR TED 80880 W Driveways 3,5 Tons <br /> TOTAL 3/8 S. Y. Mac Arthur Drive Mainline 63 Tons <br /> Welty Rood //2 C. Y. ti M/ersectlon 29 Tons <br /> Q Typical Section A Drive ways S Tons <br /> Schoefer Rood 35 C. Y W Moinline 33.52 Tons <br /> Volpico Rood 2 .734 C. Y. e <br /> Driveways 30 Tons TOTAL 5 75 TONS <br /> Tj�pico/ Section . B <br /> Schulte Rood 1316 Y DRIVEWAY TYPE D Mainline 2220 roes <br /> Moc Arthur DriveIntersections /6 Tons <br /> we / ,"y Rood 4/ S. Y <br /> Sto. 0+00 to orlo. 4.2 .60 1540 C. Y. Orlvewoys 70 Tons <br /> Schoefer Rood 38 S. Y. <br /> Sto. Ae -SO to Sto. ///•00 9 8 D C. Y Tyroi e o/ Section C <br /> Sto. ///.,00 to Sto. /60 00 Moc Arthur Dtive 1.587 S. Y. Moin /ins 3900 Tons <br /> //20 C y, /ntsrssctions 7Tons <br /> Ste. /73#00 to eta 189-,00 TO TAL .76e& S. Y. _. <br /> Driveways 8/ Tons <br /> 3,0& 1610,40 to Sta /73.00 420 C. Y. Typical Section D <br /> TOTAL 8237 C. Y. Main /ins /270 Tons <br /> TOTAL /4, .302 Tons <br /> r: <br /> P <br /> Nota <br /> Import Borrow shall have o lnl�A 5 R" volae <br /> and Sono' EQaivalanf shall be waived. <br /> 'F �Gi � _ ?EC } 4 ��NE �U <br /> BY JRTE � <br /> �M. CARTUROR/VPRCJEGT ENGINEER S . kM11 LV :Y TRt.) ECSV <br /> iLP/C" <br /> COUNTY F SAN JOAQ I CONSTRUCT/OlA141 TES scHaIrE wE4TY, and <br /> aFg31 � r3E. <br /> ) <br /> )RAWING NO <br /> rre3EFER R £, <br /> 7.. <br /> SCHAV- � 3 <br />