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PAVEMENT REPAIR ADJUST MAINTENANCE HOLE 12" DIA. CORRUGATED STEEL PIPE ASPHALT CONCRETE (TYPE B) Location Quantity FRAME & COVER (0.079" Thick) Location Quantity Location Quantity Location Quantity Mainrne (Includes Int T 16 Sites throughout project 257 S.Y. Walker Lane Elvin Avenue Walker Lane Sta. 10+70 (CL) 1 EACH Sta. 22+073 (12'3 Lt.) 5 LL Sta. 10+52 to Sta. 21+00 447 TONS Sta. 13+00 (16'3 Rt) 1 EACH Miller Avenue PLANING ASPHALT CONCRETE sm. zz+o73 (1 s'3 Rt.) 3 L.f. Sta. 13+03 15 1 EACH Sta. 10+12 to Sta. 21+13 407 TONS PAVEMENT Sta. 15+55 15 t Rt) 1 EACH Weber Avenue Sta. 15+60 (CL) 1 EACH Sto. 22+023 (14'3 Rt.) 5 U. Dana Avenue Location Quantity 5 EACH Sta. 22+02t (16'3 Lt.) 5 L.f. Sta. 21+94 to Sta. 32+84 407 TONS Miller Avenue Elvin Avenue ainline: Sta. 13+90 (5't Rt) 1 EACH Dana Avenue St.. 21+94 to Sta. 32+84 407 TONS St.. 17+62 6'3 Rt 1 EACH Sta. 22+253 (16'3 Rt.) 2 J.Walker Lane ( ) Weber Avenue Sta. 10+52 to Sta. 10+77 81 S.V. 2 EACH Ste. 22+19 to Sta. 32+84 394 TONS Intersection ® Dana Ave. (West) 27 S.V. Dana Avenue Total 20 Lf. m Intersection ® Elvin Ave. West 27 S.Y. Mainline Totals: 2,062 TONS 9/ (West) Sta. 25+80 (5't Rt) 1 EACH Intersection ® Weber Ave. (West) 27 S.Y. Sta. 29+80 (10't Rt) 1 EACH 12" DIA REINFORCED CONCRETE PIPE ' Miller Avenue 2 EACH Hn Elvin Avenue Pavement Re air B6 TONS n Sta. 20+63 to Sta. 21+13 81 S.Y. CLASS IV s n Dana Avenue Sta. 22+95 (CL) 1 EACH y 0r'veways O Sta. 26+36 (CL) 1 EACH Location Quantity 241 TONS Sta. 32+34 to Sta. 32+84 81 S.Y. Sta. 29+75 (4'3 Rt) 1 EACH Elvin Avenu ro m Elvin Avenue 3 EACH Sta. 22+073 (16'3Rt.) 8 J. Project Totals: 2,389 TONS m zSta. 32+34 to Sta. 32+84 81 S.Y. Dana Avenue °m Weber Avenue Weber Avenue Sto. 24+80 (5Sta. 22+25316'3Rt.3 Rt) 1 EACH ( ) 12 Lf. m St.. 28+90 (5'f Rt) 1 EACH sta. 3z+3a m sta. 3z+84 81 S.Y. Sta. 32+75 (4'3 Rt) 1 EACH Total 20 L.F. PAVEMENT REINFORCING FABRIC o Total 486 S.Y. 3 EACH oLocation Quantity i Total 15 EACH DRIVEWAYS PLACE MONUMENT Type D Type E Walker Lane 2,542 S.Y. FRAME & COVER LElvinAvenue No. Area No. Area Miller Avenue 2,642 S.Y. Co 14 152 S.V. 6 295 S.Y. 3 Location Quantity e 6 63 S.V. 27 230 S.Y. Dana Avenue 2,625 S.V. 3 e 5 78 S.Y. 30 407 S.Y. Elvin Avenue 2,625 S.Y. Sta. 17+053 Walker Ln. 1 EACH SHOULDER BACKING 3 30 s.Y. 27 347 s.Y. Weber Avenue 2,625 S.Y. ue 12 153 S.Y. 16 228 S.Y.IMPORTED BORROW Location Quantity Total 13,059 S.Y. 40 476 S.Y. 106 1,507 S.Y. Walker Lane 67 TONS Location Quantity Miller Avenue 34 TONS 24" DIA. STORM DRAIN INLET 24" DIA. SDI FRAME AND GRATE 1 Elvin Ave Sta. 22+07 (16'3 Rt.) 1.8 C.Y. Dana Avenue 24 TONS Stu. 22+07 (12'3 Lt.) 0.6 C.Y. Location Quantity Location Quantity f Dana Ave Elvin Avenue 31 TONS Dana Avenue Dana Avenue m Sta. 22+25 (16'3 Rt.) 13.6 C.Y. Weber Avenue 31 TONS Sta. 22+253 (Rt.) 1 EACH Sta. 22+253 (Rt.) 1 EACH I Weber Ave. Elvin Avenue Elvin Avenue I Sta. 22+02 (14'3 Rt.&Lt.) 1.2 C.Y. Total 187 TONS Stu. 22+073 (Rt.) 1 EACH Stu 22+073 (Rt.) 1 EACH z P ITotal 17.2 C.Y. COUNTY OF SAN JOAQUIN I NO SCALE SUMMARY OF QUANTITIES EAST STOCKTON STREETS RESURFACING PHASE 2 Sheet No. Walker Lane, Miller Ave-Dana Ave-Elvin ave., & Weber Ave. 7 of 7 DRAWN BY I1i DATE I PROJECT ENGINEER I DATE DATE SUBMITTED DATE APPROVAL RECOMMENDED GyATE �xsi9re-.�`rlera /0/2001 / 7D7f Gy f0�fl�l Aj m1�� f%i6;