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0 <br />D <br />m <br />m <br />m <br />m <br />z <br />0 <br />TYPE II <br />BARRICADES <br />a <br />4 <br />I <br />I� LIMITS OF <br />I WORK <br />I <br />COMMERCIAL <br />HAUL AREA <br />I <br />I <br />I <br />TYPE II <br />BARRICADES <br />PROVIDE TEMPORARY TRAFFIC <br />CONTROL DEVICES PER <br />SECTION 12-1 <br />LOVELACE TRANSFER BUILDING <br />SCALE: 1 "=80'-0" <br />EXIST. WALL <br />LINER <br />SHOT BLAST SURFACE <br />N (SEE NOTE 1) <br />W N <br />aO REBAR EXPOSED BY REMOVAL <br />z OF EXIST CONC. <br />c? <br />W � <br />x <br />IRON AGGREGATE <br />VISIBLE TOPPING <br />REBAR <br />"--� CHIP AROUND EXIST, VISIBLE REBAR. <br />REMOVE 1/2" ALL AROUND <br />INSTALL CONCRETE NAILS (TYP) <br />PER SPECIAL PROVISION <br />SECTION 43-3.02F <br />SEE NOTE 3 <br />i OF <br />HAUL <br />11 <br />ICADES <br />3 OF <br />C <br />EXTENSION <br />'OX. 322 LF <br />II BARRICADES <br />WARNING TAPE <br />FINISHED SURFACE <br />EXIST, SURFACE <br />ROUGHEN SURFACE PER <br />BONDING AGENT REQUIREMENT <br />MIN REMOVAL: 1 3/4" <br />BELOW FINISHED SURFACE <br />CONSTRUCTION <br />JOINT (TYP) <br />COAT W/ <br />BONDING AGENT <br />TYPICAL REPAIR SECTION _ 2 <br />SCALE: NONE - <br />COUNTY OF SAN JOAQUIN I NO SCALE <br />DRAWN BY DATE PROJECT ENGINEERDATE CHECKED DATE <br />J. Ferrer/D. Johnson 6/12/07 ^�- _ - 1//j/.O ',j"4 1 <br />15 DEG <br />EROSION REPAIR AREA <br />2 <br />— i <br />COVMERCIAL <br />HAUL. AREA <br />CONST. JOINT <br />1/4"x2" (TYP) <br />FEATHER BACK 10 FT. <br />TO MATCH EXISTING <br />LUNDERCUT <br />NOTES: <br />EXIST. <br />1) SHOT BLAST AREAS WHERE EXISTING <br />REMOVE EXIST. <br />SURFACE IS GREATER THAN MIN. REMOVAL <br />CONCRETE <br />DEPTH BELOW FINISHED SURFACE. <br />2) THE ELEVATION OF THE FINISHED SURFACE <br />SHALL NOT VARY BY MORE THAN 1/4" OVER A <br />HORIZONTAL DISTANCE OF 10 FT. IN THE <br />DIRECTION PERPENDICULAR TO THE FACE OF <br />THE BASE PLATE. <br />3) INSTALL CONCRETE NAILS PER <br />MANUFACTURER'S RECOMENDATION WHERE EDGE <br />CANNOT BE UNDERCUT, <br />REPAIR AREA — <br />SURFACE: <br />SLOPE SHALL MAT <br />EXIST. SURFACE <br />i SLOPE <br />I MATCH <br />175'-0" EXISTING <br />-0- <br />-70'-0"— <br />NATION <br />AREA <br />25'1 0" <br />m <br />SAWC <br />150'-0" <br />25'-0" <br />2 <br />EXIST. <br />COLUMN <br />EROSION REPAIR AREA <br />SEL€ HAU.- <br />:AREA <br />DECK EDGE LINE: <br />APPROX. 325 L.F. <br />3 <br />MAXIMUM EROSION <br />DEPTH: APPROX. 6" <br />FEATHER BACK 10' <br />TO MATCH EXISTING <br />—DECK EDGE <br />3 DECK <br />3 j EXTENSION <br />z Lj <br />2 111' <br />3 12'-0 I <br />TIPPING FLOOR <br />EROSION REPAIR <br />AREA <br />F7, TIPPING FLOOR <br />DELAMINATION <br />REPAIR AREA <br />TIPPING FLOOR n <br />SCALE: 1" = 50'-0" <br />LOVELACE TRANSFER STATION NORTH COUNTY RECYCLING CENTER AND LOVELACE <br />TIPPLAN AND DETAIPING FLOOR LS IR TRANSFER STATION TIPPING FLOOR REPAIRS <br />APPROVAL RECOMMENDED �DATE <br />Sheet No. <br />4 of 6 <br />