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Conform @ E.P. ADJUST MANHOLE <br /> T FRAMES AND COVERS EARTHWORKS (MISC.) AREAS <br /> Location Quantity Location Quantity <br /> 8' Sto. 114+50 (Lt.) 1 Each Sta-100+00 to Sta.101 +00 (Rt.) 1 Sta. <br /> Sto.104+00 to Sta-109+00 (Lt.) 5 Sta. <br /> Sta.111 +00 to Sta.112+00 (Lt.) 1 Sta. <br /> Existing Width PAVEMENT REPAIR Sta.114+00 to Sto.116+00 (Rt.) 2 Sta. <br /> Sta.118+00 to Sta.119+71 (Rt.) 1 .7 Sta.Location Quantity Sta.124+00 to Sta.125+00 (Rt.) 1 Sta. <br /> 0.30' Asphalt Concrete over shape 13 Sites Throughout Project 334 S.Y. Sta.1264-00 to Sta.129+00 (Lt.) 3 Sta. <br /> and compacted native material. Sta.129+00 to Sta.130+00 (Rt.) 2 Sta. <br /> Note: Sta. 180+10 (Rt.) the portion of existing concrete driveway from edge of pavement Sta-130+00 to Sta.133+00 (Lt.) 3 Sta. <br /> to 8' beyond shall be removed & disposed of as directed by the Engineer. PLANING ASPHALT Sto.140+00 to Sta.143+00 (Rt.) 3 Sta. <br /> TYPE D CONCRETE PAVEMENT Sto.143+00 to Sta.144+00 (Lt.) 1 Sto. <br /> Location Quantity Sta.147+00 to Sto.148+00 (Rt.) 1 Sta. <br /> Conform ® E.P. Roodwov Sta.158+00 to Sta.161 +00 (Rt.) 3 Sta. <br /> Sta. 90+00 to Sto. 90+20 256 S.Y. <br /> Sta.165+00 to Sta.167+00 (Rt.) 2 Sta. <br /> Sta. 112+95 to Sta. 1 19+71 (Lt.) 451 S.Y. Sta.1 70+00 to Sta.172+00 (Rt.) 2 Sta. <br /> Sta. 187+50 to Sta. 188+00 133 S.Y. Sto.173+00 to Sta.174+00 (Rt.) 1 Sta. <br /> 8' Sta.174+00 to Sta.175+00 (Lt.&Rt.) 2 Sta. <br /> Intersections Sta.183+00 to Sta.184+00 (Rt.) 1 Sta. <br /> R Conform to ( ) <br /> North 99 Frontage Rood (East) 180 S.Y. Sta.186+00 to Sta.188+00 Lt.&Rt. 4 Sta. <br /> existing radii Cottage Road 119 S.Y. Total 40.70 Sta. <br /> Austin Road 58 S.Y. <br /> 0 <br /> Variable depth Asphalt Concrete Total 1 ,211 S.Y. <br /> over existing paved driveway. ASPHALT CONCRETE (TYPE B) <br /> 0 <br /> > Location Quantity <br /> a D Note: Paved frontages & driveways shall be sloped to drain. Caution shall be taken so SHOULDER BACKING <br /> N as not to change existing drainage patterns. Resurfacing of existing paved frontages Roadway 4,729 Tons <br /> will be measured and paid as "Driveways (Type E)" Location Quantity Intersections 206 Tons <br /> Drivews 37Tons <br /> g TYPE E Sta. 98+50 to Sta. 188+00 1 ,248 C . Pavement Repair 117 Tons <br /> TYPICAL DRIVEWAYS Total 5,428 Tons <br /> Const. <br /> m PAVEMENT REINFORCING <br /> A ee Note Below6'- 24' - �\ FABRIC <br /> Existing Surface 0.08' Exist. Surface I Location Quantity <br /> _ Sta. 90+30 to Sta. 187+40 23,736 S.Y. <br /> o Exist. C.G.&S. -Jo'- <br /> Conform <br /> Grading Plane DRIVEWAYS <br /> A <br /> P,0.50' Asphalt Concrete Note: Asphalt Concrete SurfacingType <br /> Quantity <br /> PAVEMENT REPAIR DETAIL not shown for clarityNo. Area <br /> z Note: Width, length and locations to be <br /> PLANING DETAIL D 36 1 ,131 S.Y. <br /> determined by the Engineer. Sta.112+95 to Sta.119+71 (Lt.) E 28 1080 S.Y. <br /> DETAILS m COUNTY OF SAN JOAQUIN NO SCALE AND OON SUMMARY IOF QUANTITIES (St <br /> Roue 9DtoRASURFRoodCING Set 6enf 6 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE CHECKED DATE SUBMITD DATE APP RECOMMENDED DATE <br />