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DESIGN <br /> (10 Years ic2o 0) ADJUST TRAFFIC ASPHALT CONCRETE <br /> Const. E.P. A.D.T. = 8,000 T = 3% PULL BOXES (TYPE A) <br /> D.H.V. = 800 V = 60 MPH Location Quantity <br /> Location Quantity <br /> 8' D = N/A Mainline <br /> 5 locations within median Sta. 10+40 to Sto. 84+63 3,177 Tons <br /> Sta. 12+14 Lt. 1 Each <br /> Sta. 13+26 Lt. 1 Each <br /> Sta. 14+37 Lt. 1 Each <br /> Edge of Traveled Way Sta. 15+58 Lt. 1 Each ASPHALT CONCRETE <br /> E.P. Sta. 84+30 Lt. 1 Each (TYPE B) <br /> Conform ® E.P. <br /> Total 5 Each <br /> Location Quantity <br /> Edge of Traveled Way <br /> Pavement Repair 42 Tons <br /> N' 8Driveways (Types D & E) 62 Tons <br /> TYPICAL TRAFFICMisc. Areas <br /> REMOVING CONCRETE Sta. 31 +70 Rt. <br /> Existing Width onform (Overside Drain) 1 Ton <br /> LANE LAYOUT12' Min. Location Quantity Sta. 35+77 Rt. <br /> Sta. 11 +04 to Sta. 18+51 (Curb) 747 L.F. (AC Leveling) 2 Tons <br /> 0.30' Asphalt Concrete over Sto. 76+89 to Sta. 84+63 (Curb) 774 L.F. Sta. 11 +04 to Sta. 18+51 <br /> shaped and compacted native. (Median Paving at Morada Lane) 132 Tons <br /> TYPE D total 1 ,521 L.F. <br /> Const. Sta. 76+89 to Sta. 84+63 <br /> (Median Paving at 8 Mile Road) 156 Tons <br /> 1 ' <br /> 14'-24' <br /> PAVEMENT REPAIR Total 395 Tonso ESsi� <br /> Conform ® E.P. y ��� M. <br /> Ni�9F <br /> ' Location Quantity No. 21258 <br /> * Exp. 9-JO-01 <br /> PLACE ASPHALT CONCRETE <br /> Remove Portion Concrete 4 locations throughout project 54 S.Y. s <br /> Existing Surface Median Curb and Paved Median P 8' 9 OF CAI Q3 `P <br /> 9 (Median) I MISC. AREAS / �F ����� <br /> PLANING ASP HALT Location Quantity <br /> Existing Surface (Roadway) g44f� ! onformCONCRETE PAVEMENT Median Paving .(At Morada Lane) 789 S.Y.iExistin Sta. 11 +04 to Sta. 18+51 <br /> - - - - - - - - - - - - - - I 12' Min. <br /> Location Quantity Sta. 31 +70 — Rt. (AC Overside Drain) 8 S.Y. <br /> — — — — — — — — — ' Sta. 10+40 to Sta. 10+65 122 S.Y. Sta. 35+77 — Rt. (Leveling Railing Areas) 16 S.Y. <br /> Sta. 35+46 to Sta. 36+56 416 S.Y. <br /> TYPE E Median Paving (At Eight Mile Road) <br /> *0.10' Sta. 38+21 to Sta. 39+31 416 S.Y. Sta. 76+89 to Sta. 84+63 940 S.Y. <br /> Sta. 83+50 to Sta. 84+00 283 S.Y. <br /> Total 1 ,753 S.Y. <br /> CURB REMOVAL (Typical) Total 1 ,237 S.Y. <br /> * Increase depth to 0.20' from Sto. 84+00 to Sta. 84+63 PAVEMENT REINFORCING <br /> Variable depth Asphalt Concrete <br /> over existing paved driveway. <br /> CLEARING AND GRUBBING FABRIC <br /> Location Quantity <br /> R Conform to existing Radii Location Quantity Sta. 10+40 to Sta. 36+56 (24' wide) 6,976 S.Y. <br /> Const. Sta. 10+40 to Sta. 84+63 L.S. Sta. 38+21 to Sta. 79+80 (24' wide) 11 ,091 S.Y. <br /> 1 ' 14'-24' Sta. 79+80 to Sta. 84+00 (36' wide) 1 ,680 S.Y. <br /> 1 Total 19,747 S.Y. <br /> var. 7'-18' I SHOULDER BACKING <br /> A.C. (Miscellaneous Areas) TYPICAL DRIVEWAYS <br /> Location Quantity MINOR CONCRETE CURB <br /> Concrete Curb (Type 83) TYPE B3) <br /> Sta. 10+40 to Sta. 84+00 1 ,120 Tons <br /> Refer to Caltrans RSP A87 <br /> for details. Location Quantity <br /> Sta. 11 +04 to Sta. 18+51 747 L.F. <br /> — — — ar.Vi FINISHING ROADWAY sta. 76+as to Sta. 84+63 774 L.F. <br /> - - - - - - - � <br /> Total 1 ,521 L.F. <br /> 1 <br /> See Note Below Location Quantity <br /> Existing Sta. 10+40 to Sta. 84+63 L.S. <br /> T0.27' A.C. Surface <br /> Var. Depth A.C. METAL BEAM GUARD RAILING <br /> (Miscellaneous Areas) 0.17' A.C. Overlay O <br /> z <br /> DRIVEWAYS (TYPE D) Location Quantity <br /> CURB REPLACEMENT (Typical) 0.90' Asphalt Concrete D <br /> Note: Location Quantity <br /> Sta. 36+00 — Rt. (® Bear Creek Br.) 12.5 L.F. cn <br /> (No A.C. Overlay Sta. 84+00 to Sta. 84+63) Width, length and locations to be <br /> determined by the Engineer. 8 Locations 244 S.Y. ^ <br /> 0 <br /> z <br /> D <br /> O <br /> M <br /> TERMINAL SYSTEM (TYPE SRT) <br /> CURB MEDIAN DETAILS DRIVEWAYS (TYPE E) o <br /> PAVEMENT REPAIR DETAIL Location Quantity <br /> Location Quantity z <br /> Sta. 35+80t — Rt. (SE Corner) <br /> 2 Locations 69 S.Y. BR. No. 29C-123 at Bear Creek 1 Each <br /> Cn <br /> Li <br /> 3 <br /> w <br /> z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAi ECOMMENDED DATE i SHEET TOTAL <br /> t71315kH ,v II/99 �2 �3 ���9 0 : Z� COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS 8c WEST LANE ( NORTHBOUND) RESURFACING N0. SHEETS o <br /> g. .Al. �Csu.,w 9/99 / -- - 9 %4, � �a`� SUMMARY OF QUANTITIES Eight Mile Road to Morada Lane (Northbound Lanes) 3 3 a <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br /> mad W 7D4 <br />