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r' 11;117 <br /> CONST. <br /> O n M O <br /> LO a) O <br /> + + + + �frESS�� <br /> RECONSTRUCT FENCE ASPHALT CONCRETE 9 <br /> TYPE WM (TYPE B) Na. zlzss <br /> Location Quantity Location Quantity `O tO s9TF Civic <br /> Park Access Road Airport Way CALIEO <br /> Sta. 3+34 to Sta. 4+57 Rt. 123 L.F. Sta. 118+75 to Sta. 119+75 62 Tons <br /> Sta. 133+45 to Sta. 133+85 4 Tons <br /> Sta. 142+00 to Sta. 155+00 1,618 Tons <br /> Additional Width for Dike 33 Tons <br /> Conform ® E.P. <br /> Park Access Road 308 Tons <br /> Division Avenue 444 Tons <br /> RESET DOUBLE PIPE GATE Dike 2 Tons <br /> Driveway 10 Tons o TT <br /> Location Quantity Total 2,481 Tons 18' <br /> Park Access Road j p <br /> Sta. 3+62 1 Each o t <br /> 13' <br /> Conform <br /> ROADWAY EXCAVATION ASPHALT CONCRETE DIKE <br /> (Low Dike Type C) Sta. 149+00 Rt. — Place 8"0 <br /> Corrugated Steel Pipe Downdrain 0.30' Asphalt Concrete over shape <br /> Location Quantity Location Quantity (0.064" Thick). Refer to S.P. D87A and compacted native material. p <br /> Airport Way Airport Way <br /> for Details. <br /> Sta. 98+00 to Sta. 142+00 39 C.Y. Sta. 148+50 to Sta. 150+49 Rt. 199 L.F. ASPHALT CONCRETE DIKE <br /> Sta. 142+00 to Sta. 155+00 3,466 C.Y. <br /> Park Access Road 394 C.Y <br /> Return m Division Avenue 89 L.F. DETAIL AT PIPE DOWNDRAIN <br /> Division Avenue 815 C.Y. <br /> Total 288 L.F. <br /> Total 4,714 C.Y. TYPE D DRNEWAY <br /> Sta. 3+45 Park Accsess Road <br /> EARTHWORK (Miscellaneous Areas) 8 INCH CORRUGATED STEEL <br /> Location Quantity PIPE DOWNDRAIN (0.064" Thick) <br /> Sta. 98+00 to Sta. 142+00 43.5 Sta. <br /> Location Quantity <br /> Airport Way <br /> Sta. 149+00 Rt. 1 Each 8"x8" Structural NOTE: Fit to Gate Locking Flange <br /> Steel Tube <br /> Filled with PCC <br /> 11/2 INCH CRUSHED DRAIN ROCK <br /> (PIPE BACKFILL) See Note <br /> Location Quantity ROCK SLOPE PROTECTION <br /> Airport Way FACING, METHOD B <br /> Sta. 149+15 1,490 Tons <br /> Location Quantity 3'8"t <br /> Airport Way <br /> Sta. 149+15 Lt. & Rt. 178 C.Y. <br /> Weld 4" x 4" Structural <br /> SHOULDER BACKING Steel Tube to 8" x 8" <br /> Structural Steel Tube (Typ) <br /> Location Quantity 2'0 Conc. <br /> Footin <br /> Emergency Opening g <br /> Airport way ROCK SLOPE PROTECTION FABRIC a 3 Weld Plate to top of <br /> Sta. 90+00 to Sta. 140+00 358 Tons 4" x 4" Structural <br /> Sta. 140+00 to Sta. 155+00 676 Tons <br /> Park Access Road 76 Tons Location Quantity Steel Tube (Typ) <br /> Division Avenue 118 Tons <br /> Emergency Opening Total 1,228 Tons Airport WoySta. 149+15 637 S.Y. <br /> Permanent Restoration <br /> ELEVATION <br /> Airport Way <br /> J <br /> Sta. 90+00 to Sto. 140+00 150 Tons <br /> Sta. 155+00 to Sta. 202+40 140 Tons <br /> 8"x8" Structural <br /> Permanent Restoration Total 290 Tons <br /> Steel Tube <br /> Total 1,518 Tons RECONSTRUCT FENCE See Stee" Structural I <br /> Detail A ( yp) <br /> ( TYPE WM ) 4 1/2- � 1"0 Hole I I <br /> Location Quantity9 _l <br /> Airport Way <br /> DRIVEWAY (TYPE D) Sto. 146+00 to Sta. 148+75 Lt. 275 L.F. �` �• .'n. L 3 3/4" <br /> 5/5' 3/4' <br /> Location Quantity Park Access Road <br /> Sta. 4+00 to Sta. 4+95 Lt. 95 L.F. <br /> Park Access Road <br /> Sta. 3+46 Lt. 41 S.Y. Total 370 L.F. T�p <br /> 3/4" <br /> GATE LOCKING <br /> POST DETAIL DETAIL A <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED I DATE SHEET TOTAL <br /> Jeff Ross 4/97 COUNTY OF SAN JOAQUIN SCALE AS SHOWN CONSTRUCTION DETAILS AND AIRPORT WAY FLOOD DAMAGE REPAIR NO. SHEETS <br /> -5111 <br /> / SUMMARY OF QUANTITIES (San Joaquin River to Mortensen Road 5 5 <br /> ��di S.«crr. 0-. 111? I Z= 7 �d6u1%a a/�7 r/�7 q ) <br /> FILE N ME DRAWER SHEET N0. ACAD REVISIONS DATE <br /> Q 1411 s:\f°nal\1997\opr\airport\sumgont <br />