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ASPHALT CONCRETE ASPHALT CONCRETE BASE PLANING ASPHALT CONCRETE SHOULDER BACKING <br /> ( TYPE B) ( TYPE B ) PAVEMENT Locotion Quontity <br /> Locotion Quontity Locotion Quontity Location Quantity Woodbridge Rood <br /> Davis Rood Davis Rood Woodbridge Rood Sto. 5+oo to SAO, 35t25 353 C.Y <br /> Roadway 1,706 Tons Trench Widening 37/ Tons 5to. 20-,,20 to Sto. 35+ Z5 334 S. Y. <br /> Driveways 3l Tons Sto, 375 toSta.381+80 468 Tons <br /> Miscelloneous Areas 8 Tons Totol 839 Tons <br /> Subtoto/ 1,745 Tons DRIVEWAYS ( TYPE D-) <br /> Woodbridge Rood Locotion Quontity <br /> Roadway 96Z Tons <br /> Driveways 62 Tons <br /> Davis Rood <br /> Leve/1179 50 Tons 5 /ocotions throughout project /20 S. Y. <br /> Subtoto/ 1, 074 Tons <br /> To/a/ 2,8/9 Tons <br /> I2 "0 ALTERNATIVE PIPE <br /> ( TYPE A ) IMPORTED BORROW <br /> Locotion Quontity Locotion Quontity DRIVEWAYS ( TYPE E ) <br /> Davis Rood Davis Rood <br /> 5ta. 378 +00 (X- Broin) 40 L.F. 5to.37/+ 70toSto.427+30 897 C. Y. Locotion Quontity <br /> PLACE ASPHALT CONCRETE Davis Road <br /> 5 locations throughout project l00 S.Y <br /> (Miscelloneous Areas ) EARTHWORK Woodbridge ,goad <br /> Locotion Quantity (Roadway Widening ) /0 locations throughout project 799 S.Y <br /> Davis Rood Locotion Quantity Tofu'/ 899 S.Y <br /> A/ E. Cor Davis e 5orgent 24 S.Y <br /> Davis Rood <br /> Sto. 371+70 to 5to. 4Z7+30 56 5to. <br /> PLACE MONUMENT FRAME <br /> AND COVER 18 " STORM DRAIN INLET ALLOWABLE <br /> 4 Locotion Quontity Locotion Quontity ALTERNATIVE PIPE <br /> Davis Rood Davis Rood Type A = R. C.P. (Class Y ) <br /> Sto. 397 t 74 l Each Sto. 378 + 00 (Rt E Lt ) 2 Each FRAMES e GRATES (S.D.I. ) A. C.P. (Gloss 1T ) <br /> Sta. 427 + 74 — l Each <br /> Woodbridge Rood Location Quontity ) <br /> C. 5.P. (0. 079" Thick <br /> Sto 28 + l2 53 I Each Denotes Miscelloneous Facility Davis Rood <br /> Toto/ 3 Each 5to. 378 *00(Rt seLt.) 2 Each <br /> Q <br /> COUNTY OF SAN JOAQUIN CONSTRUCTION NOTES ROAD DISTRICT 4 WIDEN/NG sneer 6 <br /> AND RESURFACING 6 6 <br /> of <br /> _ ..I <br /> Project En inear Date Checked _ By Data I Associate En ineer Date A prov�IlRscommendBy Date ' <br /> -- - <br /> c� �o 6185 r9l _ 6/ s 6/e s �Cn �� gigs <br />