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ADJUST MANHOLE FRAMES do COVERS EARTHWORK • 12" ALT. STORM DRAIN PIPE <br /> Location Quantity <br /> (Roadway Widening — Type 2) (Type A) <br /> Sta. 60+74 Lt. 1 Each Location Quantity Location Quantity <br /> Conform ® E.P. <br /> Sta. 80+74 Lt. 1 Each Sta. 146+98 (Lt. & Rt.) 50 L.F. <br /> Sta. 84+71 Lt. 1 Each Sta. 139+84 to Sta. 147+00 7.1 Sta. <br /> Sta. 88+72 Lt. 1 Each T <br /> Sta. 92+73 Lt. 1 Each 8' <br /> Sta. 96+72 Lt. 1 Each <br /> Sto. 100+71 Lt. 1 Each <br /> Sto. 104+72 Lt. 1 Each <br /> Sta. 108+74 Lt. 1 Each Exist. Width <br /> Sta. 112+73 Lt. 1 Each • 18' STORM DRAIN INLET 12' Mln. <br /> Sta. 116+70 Lt. 1 Each <br /> Sta. 120+74 Lt. 1 Each Location Quantity 0.30' Asphalt Concrete over shape <br /> Sta. 124+75 Lt. 1 Each SHOULDER BACKING <br /> and compacted native material. <br /> Sta. 132+75 Lt. 1 Each <br /> Sta. 146+98 (Lt. & Rt.) 2 Each TYPE D <br /> Sta. 136+74 Lt. 1 Each <br /> Sta. 140+74 Lt. 1 Each Location Quantity Conform ® E.P. <br /> Sta. 143+42 Rt. 1 Each <br /> Sta. 143+75 Lt. 1 Each Sta. 53+03 to Sta. 160+43 2,325 C.Y. <br /> Sto. 144+00 Lt. 1 Each T <br /> Total 19 Each <br /> �k FRAMES AND GRATES <br /> (IT Storm Drain Inlet) <br /> ADJUST MONUMENT FRAME & COVER Location Quantity Conform Exist. Width R= Conform to <br /> existing radius <br /> Location Quantity Sta. 146+98 (Lt. & Rt.) 2 Each Variable depth Asphalt Concrete <br /> over existing paved driveway. <br /> Sta. 79+32 1 Each <br /> DRIVEWAYS . 18' - Sta. 126+40 (Rt.) <br /> Type Quantity TYPE E <br /> No. Area �c Designates Miscellaneous Metol TYPICAL DRIVEWAYS <br /> D 2 201 S.Y. • Designates Miscellaneous Facility <br /> ADJUST WATER VALVE FRAMES & COVERS E 4 300 S.Y. ♦ Allowable Alternate Drain Pipe (Type A) <br /> Class IV R.C.P. Corrugated Steel Pipe <br /> Location Quantity (.079") thick <br /> Throughout Project 22 Each A <br /> Frame & Grate <br /> 12"0 Alt. Pipe <br /> RELOCATE AIR RELEIEF VALVE ASPHALT CONCRETE ° <br /> Location Quantity (Type A) <br /> Sta. 144+15 (Rt.) 1 Each j Location Quantity <br /> Grout smooth all edges <br /> Roadway Resurfacing of pipe opening A <br /> Sta. 53+03 to Sta. 139+84 5,841 Tons 6.. <br /> Sta. 147+00 to Sta. 160+43 599 Tons (TyP ) <br /> Roadway Widening <br /> PLANING ASPHALT Sta. 53+03 to Sta. 139+84 3,913 Tons PLAN VIEW <br /> Sta. 147+00 to Sto. 160+43 570 Tons <br /> CONCRETE PAVEMENT Roadway Reconstruction <br /> Sta. 139+84 to Sta. 147+00 1,678 Tons <br /> Location Quantity Refer to S.J. Co. Std. <br /> Driveways (Type D) 48 Tons <br /> Intersections Driveways (Type E) 46 Tons No. D-16 for Frame <br /> and Grate Details. <br /> Hansen Road 252 S.Y. Total 12,695 Tons <br /> Lammers Road 172 S.Y. 18" R.C.P. Cl. m o <br /> Total 424 S.Y. <br /> ° <br /> ° ° -�-3"min. <br /> 6"min. 6"min. <br /> ° <br /> EARTHWORK Class B Concrete— <br /> (Roadway <br /> oncrete(Roadway Widening — Type 1) PAVEMENT REINFORCING FABRIC <br /> Location Quantity 8"min. <br /> Location Quantity O.D. + 1' <br /> Sta. 53+03 to Sto. 139+84 (Lt. & Rt.) 173.60 Sta. Sta. 53+10 to Sta. 139+84 23,120 S.Y. SECTION A—A <br /> Sta. 147+00 to Sta. 160+43 (Lt. & Rt.) 27.00 Sta. Sta. 147+00 to Sta. 160+00 3,520 S.Y. <br /> Total 200.60 Sta. Total 26,640 S.Y. <br /> STORM DRAIN INLET DETAIL <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SCHULTE ROAD RESURFACING SHEET TOTAL <br /> Chad Gamble 10/96 "�� <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS AND AND BIKE LANE RESURFACING <br /> NO. SHEETS <br /> / � �-T'47 SUMMARY OF QUANTITIES Hansen Road to Lammers Road 4 4 <br /> FILE NAME DRAWER I SHEET NO. ACAD REVISIONS IDATE <br /> RQ 4 S 3 e:\chad\schulte\sumquant <br /> ' i <br />