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b3MVb0 3WVIN 3 13 <br /> EARTHWORK ASPHALT CONCRETE Conform ® E.P. <br /> PAVEMENT REPAIR ( MISCELLANEOUS AREAS ) (TYPE A) EP <br /> 1 8' <br /> 7 <br /> Location Quantity Location Quantity Location Quantity <br /> Conform <br /> 24 Locations Throughout Project 1 ,203 S.Y. Sta. 184+00 to Sta. 279+00 95 Sta. A.C. (Type A) Existing width <br /> Mainline Resurfacing 12,411 Tons 12' Min. <br /> TYPE Q <br /> A.C. (Type B� 0.30' Asphalt Concrete over shaped <br /> Intersections 372 Tons and compacted native material. <br /> Driveways 253 Tons <br /> Pavement Repair 794 Tons <br /> Total 13,830 Tons <br /> PLANING ASP HALT Conform @ E.P. <br /> CONCRETE PAVEMENT EP <br /> Location Quantity SHOULDER BACKING R <br /> Begin Project <br /> PAVEMENT REINFORCING Conform <br /> Sta. 184+00 to Sto. 184+20 84 S.Y. Location Quantity FABRIC Existin width <br /> Sta. 184+53 to Sta. 184+93 169 S.Y. 12' Min. <br /> Sta. 184+00 to Sta. 390+65 6,778 Tons <br /> Intersections ------- Location Quantity TYPE E <br /> Santa Ana Avenue 153 S.Y. Variable depth Asphalt Concrete <br /> Kaiser Road 72 S.Y. Sta. 184+20 to Sta. 273+00 23,680 S.Y. over existing paved driveway. <br /> Jack Tone Road (Approaches) Sta. 277+60 to Sta. 390+45 30,093 S.Y. R = Conform to Existing Radii. <br /> Sta. 273+00 to Sta. 274+00 178 S.Y. Total 53,773 S.Y. <br /> Sta. 276+60 to Sta. 277+60 178 S.Y. <br /> Solo Road 64 S.Y. <br /> Gawne Road 83 S.Y. TYPICAL DRIVEWAY DETAILS <br /> End Proiect <br /> Sta. 389+40 to Sta. 390+ 10 272 S.Y. <br /> Sta. 390+45 to Sta. 390+65 Total 1 ,338 S.Y. DRIVEWAYS PORTLAND C E M E N T <br /> CONCRETE PAVEMENT <br /> Type Number Area Location Quantity <br /> See Note Below <br /> Existing <br /> Type D 9 Locations 235 S.Y. Jack Tone Road Intersection 533 C.Y. Surface <br /> Type E 67 Locations 1 ,941 S.Y. <br /> ADJUST METAL BEAM Conc Asphalt <br /> Concrete <br /> GUARD RAILING TERMINAL SYSTEM PAVEMENT REPAIR DETAIL <br /> Location Quantity (TYPE SRT) Note: Width minimum,, length <br /> and locations to be determined <br /> by the Engineer. <br /> Sta. 219+21 to Sta. 219+46 (Lt.) 25 L.F. Location Quantity <br /> Sta. 219+97 to Sta. 220+22 (Lt.) 25 L.F. <br /> Sta. 305+ 19 to Sta. 305+44 (Lt.) 25 L.F. NW Quad. of Bridge No. 29C- 174 1 Each <br /> Sta. 305+ 19 to Sta. 305+44 (Rt.) 25 L.F. NE Quad. of Bridge No. 29C- 174 1 Each <br /> Sta. 305+69 to Sta. 305+94 (Lt.) 25 L.F. PENETRATION TREATMENT NW Quad. of Bridge No. 29C- 175 1 Each <br /> Sta. 305+69 to Sta. 305+94 (Rt.) 25 L.F. NE Quad. of Bridge No. 29C- 175 1 Each <br /> Sta. 366+72 to Sta. 366+97 (Lt.) 25 L.F. LocatiSW Quad. of Bridge No. 29C- 175 1 Each <br /> on Quantity <br /> Sta. 366+72 to Sta. 366+97 (Rt.) 25 L.F. SE Quad. of Bridge No. 29C- 175 1 Each <br /> Sta. 367+89 to Sta. 368+ 14 (Lt.) 25 L.F. 12 Locations Throughout Project 282 S.Y. NW Quad. of Bridge No. 29C- 176 1 Each <br /> Sta. 367+89 to Sta. 368+ 14 (Rt.) 25 L.F. - - NE Quad. of Bridge No. 29C- 176 1 Each <br /> SW Quad. of Bridge No. 29C- 176 1 Each <br /> Total 250 L.F. SE Quad. of Bridge No. 29C- 176 1 Each <br /> Total 10 Each <br /> c� <br /> z <br /> a <br /> ,l <br /> w <br /> ADJUST FRAME AND IMPACT ATTENUATING �oFE ,�,/' <br /> ��� D Mq o <br /> FOG SEAL COAT <br /> COVER ( MONUMENT) SYSTEM cr <br /> No. 38465 Q <br /> • Exp. 3-31-05 * (n <br /> rf Q a_ <br /> Location Quantit 9, �1V1� <br /> Location Quantity Location Quantity y F of cP�F°� ae <br /> No. 29C- 174 1 Each <br /> Sta. 198+31 (40' Rt.)f 1 Each 3 Locations Throughout Project 273 S.Y. SW Quad. of Bridge <br /> z <br /> Peter D. Martin <br /> REGISTERED CIVIL ENGINEER 38465 U <br /> Li <br /> 0 <br /> Er <br /> a <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SUMMARY OF QUANTITIES MARIPOSA ROAD RESURFACING SHEET TOTAL <br /> L Pqular -k"" o3 / �{J,• . COUNTY OF SAN JOAQUIN NO SCALE No. SHEETS <br /> 02; p� ���(°`� �� '�����°y //N Z / CONSTRUCTION DETAILS (0.4 mile east of Austin Road to Gawne Road) 6 6 <br /> FILE NAME DRAWER SHEET NO. 1 ACAD REVISIONS DATE <br /> E:\Projects\Mariposa (22591)\Plans\Mariposo All.dwg <br />