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D <br />D <br />r <br />m <br />z <br />D <br />m <br />D <br />m <br />r <br />m <br />z <br />0 <br />SELF HAUL AREA --� TOP OF WALL <br />CUT RECTANGULAR SECTION FROM WALL <br />LINER MIN. 2" FROM DAMAGED AREA <br />04 <br />N <br />5/8" X 6" HEADED STUD (TYP) <br />CUT EXISTING REBAR AS NECESARY- <br />REBAR SHALL NOT TOUCH STUDS (TYP) <br />EXISTING REBAR <br />EXISTING REBAR <br />L <br />REMOVE MIN 2" CONCRETE <br />BEHIND WALL LINER <br />LINER REPAIR PLATE <br />rr0��' <br />ROUGHEN SURFACE <br />IMI <br />MM <br />REMOVE EXISTING STEEL PLATES <br />FINISHED SURFACE - <br />[RON AGGREGATE TOPPING <br />EXISTING SURFACE-, <br />`i - <br />WALL LINER REPAIR SECTION <br />SCALE: 1"=l' -O" <br />- <br />® TWO 3/8" GROUT PORTS <br />LOCATE AT HIGHEST POINT <br />OF REPAIR AREA <br />FILL WITH FLOWABLE - <br />GROUT AFTER WELDING <br />GRIND FILLET WELD FLAT <br />HEADED STUDS (TYP) <br />WALL LINER REPAIR PLATE <br />�- SELF HAUL AREA <br />31 <br />CUT RECTANGULAR SECTION <br />FROM EXISTING LINER <br />EXISTING LINER <br />GRIND OR CHIP CONCRE <br />BEHIND STEEL MIN. 4" <br />BEYOND CUT EDGE, TYP <br />SEAM IN BASE PLATES <br />/j/8\GRIND WELD <br />60' <br />N 8" 1/4 CONTINUOUS <br />WALL LINER REPAIR DETAIL 2 <br />SCALE: 3"NOM COUNTY RECYCLING <br />COUNTY 0 F SAN J OAQ UIN NO SCALE WALL LINER AND <br />TIPPING FLOOR REPAIR DI <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE I APPROVAL RECOMMENDED I DATE <br />2" MIN. <br />iF311 <br />nl- <br />EXIST. SEAM <br />TOP OF WALL <br />GROUT VENT PORT <br />GROUT FILL PORT <br />GRIND OR CHIP <br />HOLE IN WALL <br />FOR STUDS <br />FILLET WELD <br />LINER REPAIR PLATE <br />34" x 10" x 3/8" <br />VERIFY W/ ENGINEER <br />AREAS OF <br />VISIBLE DAMAGE <br />REMOVE EXISTING 5 <br />STEEL PLATES 3 <br />9 <br />PLUG WELD (TYP) <br />BASE PLATE <br />r- FINISHED SURFACE - IRON <br />AGGREGATE TOPPING <br />LAP WELD <br />- EXISTING SURFACE 11 <br />----- <br />----------------�-}--- <br />MAX 24" I MAX 48" 0 - <br />WALL <br />WALL LINER REPAIR a <br />SCALE: 1' = 1'-0" 2 <br />LAP WELD <br />EXISTING WALL LINER <br />1/4" 6-12 <br />VCONCRETE <br />WALL PLUG WELD <br />1/2 Q, 48- <br />45* <br />EXISTING ANCHOR <br />a �REMOVE EXIST. STEEL PLATES---------- (NOT SHOWN) <br />L --i N FINISHED SURFACE <br />/2" x_ 10" BASE PLATE 11 <br />ROUGHENA► SURFACE FILL WITH IRON <br />AGGREGATE TOPPING <br />® TO EROSION DEPTH <br />IRON AGGREGATE - <br />TOPPING <br />1" <br />EXISTING REBAR <br />CUT EXIST. REBAR <br />AS NECESSARY <br />BASE PLATE DETAIL s <br />SCALE: 3" = 1'-0" 2 <br />TRANSFER STATION TIPPING FLOOR REPAIRS I Sheet No. <br />(North County and Lovelace) 3 of 6 <br />:' <br />i <br />t <br />REMOVE MIN 2" CONCRETE <br />BEHIND WALL LINER <br />LINER REPAIR PLATE <br />rr0��' <br />ROUGHEN SURFACE <br />IMI <br />MM <br />REMOVE EXISTING STEEL PLATES <br />FINISHED SURFACE - <br />[RON AGGREGATE TOPPING <br />EXISTING SURFACE-, <br />`i - <br />WALL LINER REPAIR SECTION <br />SCALE: 1"=l' -O" <br />- <br />® TWO 3/8" GROUT PORTS <br />LOCATE AT HIGHEST POINT <br />OF REPAIR AREA <br />FILL WITH FLOWABLE - <br />GROUT AFTER WELDING <br />GRIND FILLET WELD FLAT <br />HEADED STUDS (TYP) <br />WALL LINER REPAIR PLATE <br />�- SELF HAUL AREA <br />31 <br />CUT RECTANGULAR SECTION <br />FROM EXISTING LINER <br />EXISTING LINER <br />GRIND OR CHIP CONCRE <br />BEHIND STEEL MIN. 4" <br />BEYOND CUT EDGE, TYP <br />SEAM IN BASE PLATES <br />/j/8\GRIND WELD <br />60' <br />N 8" 1/4 CONTINUOUS <br />WALL LINER REPAIR DETAIL 2 <br />SCALE: 3"NOM COUNTY RECYCLING <br />COUNTY 0 F SAN J OAQ UIN NO SCALE WALL LINER AND <br />TIPPING FLOOR REPAIR DI <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE I APPROVAL RECOMMENDED I DATE <br />2" MIN. <br />iF311 <br />nl- <br />EXIST. SEAM <br />TOP OF WALL <br />GROUT VENT PORT <br />GROUT FILL PORT <br />GRIND OR CHIP <br />HOLE IN WALL <br />FOR STUDS <br />FILLET WELD <br />LINER REPAIR PLATE <br />34" x 10" x 3/8" <br />VERIFY W/ ENGINEER <br />AREAS OF <br />VISIBLE DAMAGE <br />REMOVE EXISTING 5 <br />STEEL PLATES 3 <br />9 <br />PLUG WELD (TYP) <br />BASE PLATE <br />r- FINISHED SURFACE - IRON <br />AGGREGATE TOPPING <br />LAP WELD <br />- EXISTING SURFACE 11 <br />----- <br />----------------�-}--- <br />MAX 24" I MAX 48" 0 - <br />WALL <br />WALL LINER REPAIR a <br />SCALE: 1' = 1'-0" 2 <br />LAP WELD <br />EXISTING WALL LINER <br />1/4" 6-12 <br />VCONCRETE <br />WALL PLUG WELD <br />1/2 Q, 48- <br />45* <br />EXISTING ANCHOR <br />a �REMOVE EXIST. STEEL PLATES---------- (NOT SHOWN) <br />L --i N FINISHED SURFACE <br />/2" x_ 10" BASE PLATE 11 <br />ROUGHENA► SURFACE FILL WITH IRON <br />AGGREGATE TOPPING <br />® TO EROSION DEPTH <br />IRON AGGREGATE - <br />TOPPING <br />1" <br />EXISTING REBAR <br />CUT EXIST. REBAR <br />AS NECESSARY <br />BASE PLATE DETAIL s <br />SCALE: 3" = 1'-0" 2 <br />TRANSFER STATION TIPPING FLOOR REPAIRS I Sheet No. <br />(North County and Lovelace) 3 of 6 <br />