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BASE <br />PLATE <br />REMOVE EXISTING STEEL PLATE(S) IF PRESENT <br />FINISHED SURFACE - <br />IRON AGGREGATE TOPPING Z <br />EXISTING SURFACE 2 <br />WALL LINER SECTION <br />Not To Scale 2 <br />INSTALL 1/2" x 12" DOWEL <br />INSTALL CONCRETE NAILS (TYP) PER <br />SPECIAL PROVISION SECTION 43-3.02F <br />SEE NOTE 2 <br />DECK EXTENSION 3 <br />SCALE: 1/2" = 1'-0" 2,a <br />EXIST. SURFACE <br />FINISHED SURFACE — <br />SHOT BLAST SURFACE <br />(SEE NOTE 1) <br />REBAR EXPOSED BY REMOVAL <br />OF EXIST CONC. <br />IRON AGGREGATE <br />TOPPING <br />ROUGHEN SURFACE PER <br />BONDING AGENT REQUIREMENT <br />MIN REMOVAL: 1 3/4" <br />BELOW FINISHED SURFACE <br />CONSTRUCTION <br />JOINT (TYP) <br />INSTALL CONCRETE NAILS EXISTING REBAR <br />(TYP) PER SPECIAL PROVISION COAT W/ <br />SECTION 43-3.02F BONDING AGENT <br />SEE NOTE 2 REPAIR SECTION2 <br />SCALE: NONE LOVELACE TRANSFER STATION a <br />15. DEG <br />L-- UNDERCUT <br />EXIST. <br />REMOVE EXIST. <br />CONCRETE <br />0 24" O.C. <br />EXISTING WALL LINER- - <br />DECK EXTENSION <br />SELF HAUL <br />AREA <br />CONCRETE <br />SEE NOTE 3 <br />PLUG WELD <br />BROOM FINISH <br />1/2 48" <br />APPROVAL RECOMMENDED DATE <br />45' <br />EXISTING ANCHOR <br />3/4" BEVEL <br />PLATE(S) IF PRESENT <br />N <br />DIMENSION VARIES <br />1/2" x' 10" BASE PLATE <br />SEE NOTE 3 <br />ROUGHEN SURFACE <br />INSTALL #4 <br />�2EBAR <br />INSTALL CONCRETE NAILS (TYP) PER <br />SPECIAL PROVISION SECTION 43-3.02F <br />SEE NOTE 2 <br />DECK EXTENSION 3 <br />SCALE: 1/2" = 1'-0" 2,a <br />EXIST. SURFACE <br />FINISHED SURFACE — <br />SHOT BLAST SURFACE <br />(SEE NOTE 1) <br />REBAR EXPOSED BY REMOVAL <br />OF EXIST CONC. <br />IRON AGGREGATE <br />TOPPING <br />ROUGHEN SURFACE PER <br />BONDING AGENT REQUIREMENT <br />MIN REMOVAL: 1 3/4" <br />BELOW FINISHED SURFACE <br />CONSTRUCTION <br />JOINT (TYP) <br />INSTALL CONCRETE NAILS EXISTING REBAR <br />(TYP) PER SPECIAL PROVISION COAT W/ <br />SECTION 43-3.02F BONDING AGENT <br />SEE NOTE 2 REPAIR SECTION2 <br />SCALE: NONE LOVELACE TRANSFER STATION a <br />15. DEG <br />L-- UNDERCUT <br />EXIST. <br />REMOVE EXIST. <br />CONCRETE <br />COUNTY OF <br />LAP WELD <br />EXISTING WALL LINER- - <br />1/4" 6-12 <br />EXISTING REBAR <br />DRAWN BY DATE <br />PLUG WELD <br />CONCRETE WALL <br />1/2 48" <br />APPROVAL RECOMMENDED DATE <br />45' <br />EXISTING ANCHOR <br />REMOVE EXIST. STEEL <br />PLATE(S) IF PRESENT <br />N <br />FINISHED SURFACE <br />1/2" x' 10" BASE PLATE <br />ROUGHEN SURFACE <br />IRON AGGREGATE <br />TOPPING <br />1" <br />CUT EXIST. REBAR <br />_\ AS NECESSARY <br />BASE PLATE DETAIL <br />s <br />SCALE: 4" = 1'-0" _ <br />2,3 <br />COUNTY OF <br />SAN JOAQUIN <br />NO SCALE <br />TIPPING FLOOR REPAIRS <br />[DETAILS <br />DRAWN BY DATE <br />PROJECT ENGINEER DATE CHECKED <br />DATE I <br />APPROVAL RECOMMENDED DATE <br />J. Ferrer/D. Johnson 6112107 <br />/ <br />SEAM IN BASE PLATES <br />MAX 24" 1 MAX 48" <br />1.1 <br />®1 <br />2" <br />2 <br />IRON AGGREGATE <br />TOPPING <br />EXISTING REBAR <br />INSTALL CONCRETE NAILS (TYP) <br />PER SPECIAL PROVISION SECTION <br />43-3.02F. SEE NOTE 2 <br />REMOVE EXISTING STEEL / 5 <br />PLATE(S) IF PRESENT \ Z / <br />— PLUG WELD (TYP) �/ <br />r BASE PLATE <br />I FINISHED SURFACE - IRON <br />AGGREGATE TOPPING <br />LAP WELD <br />EXISTING SURFACE <br />Cdli, , 0 <br />— <br />2 <br />2 <br />BASE PLATE REPAIR a <br />SCALE: 1 "=1'-0" 2,3 <br />NOTES: <br />1) SHOT BLAST AREAS WHERE EXISTING SURFACE IS GREATER THAN MIN. REMOVAL DEPTH BELOW FINISHED GRADE. <br />2) INSTALL CONCRETE NAILS AS PER MANUFACTURER'S RECOMENDATION WHERE EDGE CANNOT BE UNDERCUT. <br />3) THICKNESS OF DECK EXTENSION SHALL MATCH EXISTING: 6" AT NORTH COUNTY, 9" AT LOVELACE, <br />NORTH COUNTY RECYCLING CENTER AND LOVELACE Sheet No. <br />TRANSFER STATION TIPPING FLOOR REPAIRS 1 3 of 6 <br />