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ADJUST SURVEY MONUMENT SHOULDER BACKING EP Conform 0 E.P. <br /> FRAME & COVER Location Quantity <br /> Location Quantity �. <br /> Ste. 333+50 to Ste. 447+86 4mak Tons .� <br /> Sta. 372+30 (® cL) 1 Ea. 001 2,-50? / <br /> Ste. 423+26 (® rL) 1 Ea. Existing Width Conform <br /> Total 2 Ea. 12' Min. <br /> DRIVEWAYS 0.30' Asphalt Concrete over shaped <br /> PAVEMENT REPAIR Quantityand compacted native material. <br /> Location Quantity Type No. Area TYPE D <br /> Throughout Project (49 locations) 683 S.Y. Type D 7 237 S.Y. <br /> Type E 15 485 S.Y. ETP Conform 0 E.P. <br /> PLANING ASPHALT CONCRETE PAVEMENT •� P Ii- <br /> Location _ Quantity - <br /> Mainline ASPHALT CONCRETE W \ <br /> (TYPE A) Conform Q <br /> Ste. 333+50 to Ste. 334+00 133 S.Y. a <br /> Ste. 447+71 to Ste. 447+86 96 S.Y. Location Variable depth Asphalt.Concrete \ � <br /> 3 b Intersections Quantity over existing paved driveway. . <br /> Walnut Road 51 S.Y. A.C. (Type A) TYPE E a <br /> ^ m Total 280 S.Y. Mainline (Resurfacing) 5,627 Tons R = Conform to existing radii <br /> F z <br /> A.C. (Type e) TYPICAL DRIVEWAYS <br /> 'o Pavement Repair 250 Tons <br /> EARTHWORK Driveways (Types D & E) 88 Tons <br /> (MISCELLANEOUS AREAS) Intersection (Walnut Rd.) 16 Tons <br /> Location Quantity Total 5,981 Tons See Note Below <br /> (3' min. width) Existing <br /> N Ste. 333+50 to Ste. 447+86 114.36 Ste. Surface <br /> IMPORTED BORROW PAVEMENT REINFORCING FABRIC <br /> Location Quantity Location Quantity 0.50' Asphalt Concrete <br /> Note: <br /> z Sta. 333 Width, length and locations to be <br /> +50 to Sta. 447+86 C.Y. Ste. 333+50 to Ste. 447+86 27,955 S.Y. determined by the Engineer. <br /> :3 (Lt. & Q6/0 �1 340 <br /> Fn <br /> 0 <br /> PAVEMENT REPAIR DETAIL <br /> COUNTY OF SAN JOAQUINNO SCALE SUMMARY OF QUANTITIES I COMSTOCK AND FINE ROADS RESURFACING Sheet No. <br /> (Wall Road to State Highway Route 26) 7 Of 7 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SUBMrMD DATE AP ECOMMENDED QAn <br /> t7,D, SabinlanD IZ/99 • '�„/:•• aln/ae t o� <br />