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Variable Depth Asphalt Concrete Conform Q E.P. <br /> over shaped & compacted native EP <br /> St. Joh&venue Standard Frame and Cover Assembly <br /> 11 1 :1 4' (Refer to SJCO Std. Dwg. CW-M1.) <br /> 14' ` 13' <br /> 12"- <br /> Dia. <br /> 2" <br /> Dia�or Sq. <br /> 2.0' t� 1 1 .0' Existing Width Conform 0.12 A.C. Overlay <br /> (Min.) —Place Asphalt -Concrete (Min.) 12' Min. <br /> 6 <br /> 0.30' (Miscellaneous Areas) 0.50' TYPE D 4" <br /> �r Min. NOTE: Portion of existing concrete driveway at Sta. 45+35 (Rt.) 8" <br /> Cover <br /> // shall be removed. Concrete shop be saw cut to provide a neat P.C.C. Existing <br /> — — — — — — — — — — — — — — — — — — — — — — — — — straight joint at the weakened plane joint approximately 7' from 3' 6"lzz <br /> Roadway <br /> S=Level the E.P. Removal of concrete shall be considered as included in <br /> — — — — — — — — — — — — — — — — - <br /> - — — — — — — — — — — the contract Lump Sum unit price for Clearing and Grubbing. Undisturbed Existing Survey Monument <br /> NOTE: Place 27 L.F. basement soil to remain in place <br /> Resurfacing & Leveling 18" Dia. C.S.P. (0.079" Thick) Variable depth Asphalt Concrete Conform @ E.P. <br /> not shown for clarity. over existing paved driveway EP ADJUSTf PLACE SURVEY MONUMENT <br /> SECTION A—AyFRAME AND COVER DETAIL <br /> PLACE CORRUGATED STEEL PIPE R R 4' <br /> R = Conform to TYPE E 'ft -Conform <br /> existing radii <br /> TYPICAL DRIVEWAYS <br /> ti <br /> N <br /> N PLANING ASPHALT CONCRETE PAVEMENT IMPORTED BORROW ASPHALT CONCRETE (LEVELING) (TYPE B) <br /> 0 <br /> 14 Location Quantity Location Quantity Location Quantity <br /> D Catherine Way 55.6 S.Y. Sto. 0+25 to Sto. 57+07 141 C.Y. Sta. 00+34 to Sto. 57+07 2,014 Tons <br /> o St. John Avenue (at North End) 62.2 S.Y. Total 141 C.Y. Total 2,014 Tons <br /> :n Total 117.8 S.Y. <br /> r- <br /> CD <br /> rr, <br /> N D PLACE MONUMENT FRAME AND COVER SHOULDER BACKING ASPHALT CONCRETE <br /> M TYPE 6 <br /> Location Quantity Location Quantity ( ) <br /> son Sta. 00+09 to Sto. 57+87 834 Tons Location Sta. 29+45 1 Each Quantity <br /> N Sta. 33+03 1 Each Mainline Resurfacing 1,009 Tons <br /> Sto. 51+10 1 Each DRIVEWAYS <br /> q }-lle �LZFo? 4�f2? Total (o Each A.C. Conforms 77 Tons <br /> Driveways 97 Tons <br /> Type Number Area Total 1 ,183 Tons <br /> Type D 21 Locations 255 S.Y. <br /> EARTHWORK (MISCELLANEOUS AREAS) T <br /> Type E s Locations 129 S.Y. 18" DIAMETER CORRUGATED STEEL PIPE <br /> N Location Quantity Total 384 S.Y. <br /> Sto. 11+75 (Rt.) to Sta. 17+00 (Rt.) 5.25 Sto. Location Quantity <br /> Sto. 20+00 (Lt.) to Sta. 23+00 (Lt.) 3.00 Sto. '!\vel Sta. 28+65 27 L.F. <br /> � Sto. 20+00 (Rt.) to Sta. 26+50 (Rt.) 6.50 Sta. Total 27 L.F. <br /> Sto. 45+90 (Rt.) to Sta. 57+07 (Rt.) 11.17 Sta. <br /> Sta. 53+10 (Lt.) to Sta. 56+40 (Lt.) 3.30 Sta. v r <br /> M Total 29.22 Sta. "� \ <br /> z <br /> 01 CONSTRUCTION DETAILS & ST. JOHN AVENUE RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN No SCALE SUMMARY OF QUANTITIES (Jones Avenue to Countrywood Lane) 5 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE HE D DATE APPROVAL RECOMMENDED DATE <br />