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9 <br />'TTALN UT <br />B R",,IDGE <br />GROVE <br />-N Ole 2 9 C <br />SCHEDULE A <br />TRAFFIC CONTROL SYSTEM <br />QUANTITY UNIT <br />1 LUMP SUM <br />DRILL AND BOND DOWEL <br />QUANTITY UNIT <br />48 EACH <br />MISCELLANEOUS METAL <br />QUANTITY UNIT <br />11025 (F) LB. <br />MOBILIZATION <br />QUANTITY _ ...UNIT. <br />LUMP SUM <br />IF <br />MANTHEY ROAD <br />BRIDGE NO. 29C�122 <br />SCHEDULE B <br />TRAFFIC CONTROL SYSTEM <br />QUANTITY UNIT <br />1 LUMP SUM <br />CORE CONCRETE (411 DIAMETER) <br />QUANTITY UNIT <br />16611%, <br />L.F. <br />MISCELLANEOUS METAL <br />QUANTITY. UNIT <br />1715 7 5 (F) LB. <br />MOBILIZATION <br />QUANTITY UNIT <br />1 LUMP SUM <br />By <br />DENOTES FINAL FAY QUANTITY F DENOTESA (F) FINAL PAY QUANTITY �� „FEwfI�. � � � <br />, „ .. , .., „ - <br />e DATE SEISMIC RETROFIT OF r <br />PROJ€CT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROV",'_ RECOMMENDED DATE SH€ET 0�, <br />LOF-TAl <br />COUNTY SA N SUMMARY O E O UANTITI ES Walnut Grove Road Bride No. 29c 0 t 0 Ail NO. SHEETS <br />�l • g rose Uokelur�,r� z River South Fork on.' <br />C + D Consulting Engineers � �7�02 = � ?.jl:� Y 9 Manthe Road End 2 a No. 29C—lt A 11 11 <br />cross Paradise Cut Canal <br />DRA SHiEET_�t. ACAO REVI 0 S DATE / <br />Juleretrofit 2001\sumquant_seismic retrofit 2001 <br />