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ADJUST STORM DRAIN INLET DOUBLE THRIE BEAM BARRIER <br /> FRAME AND GRATE ( Bridge ) <br /> Quantity Location Quantity Location Q y No. 21258�. 9.30.97 <br /> Sta. 355+36 1 Each Sta. 348+51 to Sta. 348+78 27 L.F. �F� CAL�Fo���! <br /> Sta . 366+ 14 1 Each Sta. 397+81 to Sta. 398+24 43 L.F. L <br /> Sta. 391 +24 1 Each <br /> Total 70 L.F. <br /> Total 3 Each <br /> CLEANING EXISTING DRAINAGE <br /> FACILITIES RETURN SECTIO N <br /> Location Quantity <br /> (Thrie Beam Barrier) <br /> Sta. 340+50 18"bx60' X—drain Location Quantity <br /> Sta. 391 +24 18"Ox45' X—drain Lump Sum Sta. 319+35 1 Each <br /> Sta. 405+ 10 18"Ox53' X—drain Sta. 373+35 1 Each <br /> Sta. 391 +21 1 Each <br /> Sta. 424+59 1 Each <br /> ROADWAY EXCAVATION Total 4 Each <br /> Location Quantity <br /> Sta. 319 +00 to Sta. 373+70 170 C.Y. <br /> Sta. 390+90 to Sta. 425+00 42 C.Y. <br /> Tatar 212 C.Y. CABLE ANCHOR ASSEMBLY <br /> Location Quantity <br /> Sta. 319+35 1 Each <br /> IMPORTED BORROW Sta. 373+31 1 Each <br /> Sta. 391 +21 1 Each <br /> Location Quantity Sta. 424+59 1 Each <br /> Sta. 319+00 to Sta. 373+70 473 C.Y. Total 4 Each <br /> Sta. 390+90 to Sta. 425+00 342 C.Y. <br /> Tota 1 815 C.Y. <br /> DOUBLE THRIE BEAM BARRIER CRASH CUSHION , SAND FILLED <br /> Location ' Quantity Location Quantity <br /> Sta. 319+35 to Sta. 348+51 2,916 L.F. Sta. 319+20f 1 Each <br /> Sta. 348+78 to Sta. 373+35 2,457 L.F. Sta. 373+50f 1 Each <br /> Sta. 391 +21 to Sta. 397+81 660 L.F. Sta. 391 +05f 1 Each <br /> Sta. 398+24 to Sta. 424+59 2,635 L.F. Sta. 424+75f 1 Each <br /> Li <br /> Total 8,668 L.F. Total 4 Each Z <br /> x <br /> w <br /> 0 <br /> Z <br /> W <br /> Z <br /> DRAWN err DATE SHEET TOTAL <br /> P= <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE WEST LANE MEDIAN BARRIER NO. SHEETS <br /> /s/93 5/S/93 s/.,�3 ,,�„ ,,� ,�,,1� >�/ � COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES Eight Mile Rd. to Armstrong Rd. 7 m <br /> FILE NAME DRAWER SHEET N0. ACAD <br /> JW� = C:\WESTLN\CONSTNTS <br />