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1 <br /> REMOVE CONCRETE AGGREGATE SUBBASE (Closs 4) PLACE ASPHALT CONCRETE 18 "0 ALTERNATI VE PAPE (Type A) <br /> (Miscelloneous Areos) Quontity <br /> ki/e Rd. Location Quantity Locotion <br /> Sect. 14 + 28 Exist. Conc. Cu/vert 0' Ndw/Ls - Lump Sum Locotion Quantity <br /> Kile Rd. 1099 C.Y. <br /> Kile Rd. <br /> Sta. /O +82 /00 L. F. <br /> Connery Access Rd. 415 CY. A. C. Overside Drains <br /> Toto l /,5/4 C. Y. kile Rd. Sta. 14+50 <br /> CLEARING AND 6RU68ING Sto. /0 ,, 66 it Lt. e Rt. /2 S. Y <br /> Sto. 15 +50 Lt. e Rt. /4 S. Y. Tota/ /S6 Z.f. <br /> ki/e Rd. Cannery Access Rd. <br /> S to. /0 +36 36 to 5/6. /9+00 S to. 2+00 Lt E Rt. /0 S. Y. Note i) Pipe ,joints shall be sfondord c/assif cation. <br /> Connery Access Rd. Refer lo S.P. 097- f. <br /> Sta. O +20 to Sto. 3 + 74 Lump Sum TO td/ .36 S• Y 2) Reler fo S.P. 462 - D for Sfracfare fXCaYaIICV7 <br /> Thornton Rd. and BocEfi// de>`oi/s . <br /> Sto. 5 +00 to Sto. /4 +00 <br /> AGGREGATE BASE (Closs 2) R,Q/L ROAD Gf�AL f(`f/.4 )/ <br /> Location Quon ti ty <br /> Z oCotl�917 011al7 tq <br /> K i le Rd. 324 C. Y. !rile Rd. 60 <br /> ROADWAY EXCAVATION Cannery Access Rd. 129 C. Y. X R- /P R. 4 each 32 s Y <br /> Location Quantity <br /> Total 453 C. Y. <br /> Kile Rd. 898 C.Y. <br /> Connery Access Rd. PLACE 0.17 * A. C. DIKE <br /> Roadway 220 C.Y. ALLOWABLE ALTERNATIVE PIPE <br /> Local Borrow Site 568 C. Y. Loco tion Quontity <br /> Total /,686 C. Y. <br /> Kile Rd. Type A A.C. P. Cl.11t, R.C.P. Cl IQ <br /> ASPHALT CONCRETE ( Type B) Sto. /0+60 to Sto. 15+50 Lt. 8 Rt. 846 L. F. <br /> Connery Access Rd. <br /> Locotion Quontity Sta 0+20 to Sib. 2 +0o Lt e Rt. 437 L.F. <br /> IMPORTED BORROW <br /> Kile Rd. Total /,283 L. F. <br /> Locotion Quantity Aloin Line 459 <br /> Intersection (Sponodre/ Area) 29 <br /> A. C. (Misc. Areas) ., A. C. Dikes 35 <br /> lWe Rd. 1754 C. Y. ITAi/road l!/o%('ways 5 23 Tons <br /> Thornton Rd. 384 C. Y. <br /> Total 2,/38 C. y <br /> Connery Access Rd. <br /> Main Line 158 <br /> ntersection (Spandrel Area) 29 ASPHALT CONCRETE BASE (Type B) <br /> A. C. (Mise. Areas) A. C. Dikes /0 <br /> /97 Tons Location Quonfity <br /> EARTHWORK (Roadway Widening) <br /> Thornton Rd. Thornton Rd. <br /> Location Quantity Main Line 363 <br /> Intersection 3/ Main Line l96 Tons <br /> Thornton Rd. 394 Tons Intersection /5 Tons <br /> Sta. 5 ,-00 to Sto. 14 +00 9 Stas. Toto/ /,//4 Tons Toto/ 2ll Tons <br /> Kile Rd. (West) Intersection is <br /> included in station limits above. <br /> `W <br /> 6 <br /> DRAWN BY IDT MEET TOTAL <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDEDj7TE KILE ROAD (Formerly Wo/nut N0. $MEET$ <br /> IF� f� /Yo , �,� 11�180 <br /> V-, S�By Q COUNTY OF SAN JOAQUIN SCALE : CONSTRUCTION NOTES PROTECT Grove Rd.) C W. PP. , . CROSSING 5 .S- <br /> FILE NAME DRAWER SH <br /> i< "W <br />