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D <br />0 <br />D <br />m <br />m <br />z <br />D <br />m <br />11 <br />0 <br />mm <br />z <br />I SELF HAUL AREA --�. TOP OF WALL,------ <br />CUT <br />ALLS <br />CUT RECTANGULAR SECTION FROM WALL <br />LINER MIN. 2" FROM DAMAGED AREA <br />5/8" X 6" HEADED STUD (TYP) <br />CUT EXISTING REBAR AS NECESSARY-- <br />REBAR SHALL NOT TOUCH STUDS (TYP) <br />EXISTING REBAR <br />EXISTING REBAR <br />REMOVE MIN 2" CONCRETE <br />BEHIND WALL LINER <br />/I <br />I <br />I <br />I <br />�� 2 <br />3 <br />WALL LINER REPAIR PLATE <br />ROUGHEN SURFACE <br />BASE 5 <br />PLATE 3 <br />_ REMOVE EXISTING STEEL PLATES <br />FINISHED SURFACE - <br />IRON AGGREGATE TOPPING 2 <br />EXISTING SURFACE 2 <br />I <br />l -- — — — — — — — -_— <br />— <br />WALL LINER REPAIR SECTION <br />SCALE: 1 "=1'-0" — <br />THREE 3/8" GROUT VENT <br />PORTS, ONE 3/8" GROUT FILL <br />PORT WITH TREMIE PIPE <br />LOCATE AT HIGHEST POINT OF <br />WALL LINER REPAIR AREA <br />FILL WITH FLOWABLE TREMIE TUBE <br />GROUT AFTER WELDINGH <br />1 GRIND FILLET WELD FLAT <br />WALL LINER REPAIR DETAIL 2 <br />SCALE: 4" = 1'-0" — <br />COUNTY OF SAN JOAQUIN <br />HEADED STUDS (TYP) <br />WALL LINER REPAIR PLATE <br />1/4 <br />NO SCALE <br />UYCAVVIN UT UAIL HKUJLU1 ENUINEEK UAIE CHECKED <br />J. Ferrer/D. Johnson <br />DATE <br />NUOUS <br />NOTES: <br />1) KEEP DISCHARGE END OF <br />TREMIE TUBE SUBMERGED IN <br />GROUT DURING BACKFILL PROCESS. <br />SELF HAUL AREA <br />CUT RECTANGULAR SECTION <br />FROM EXISTING LINER <br />EXISTING WALL LINER <br />GRIND OR CHIP CONCRETE <br />BEHIND EXISTING WALL <br />LINER MIN. 4" BEYOND <br />CUT EDGE, TYP <br />SEAM IN BASE PLATES <br />/Z, GRIND WELDS FLAT <br />60' J <br />2" MIN. <br />N <br />EXIST. SEAM <br />TOP OF WALL <br />GROUT VENT PORT <br />GROUT FILL PORT <br />TREMIE TUBE - SEE NOTE 1 <br />GRIND OR CHIP <br />HOLE IN WALL <br />FOR STUDS <br />FILLET WELD <br />WALL 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 />PLUG WELD (TYP) <br />BASE PLATE <br />—FINISHED SURFACE - IRON <br />AGGREGATE TOPPING <br />LAP WELD <br />MAX------- ----- <br />��F t 4-- <br />. Tli=0_ ----- IT— T 1_6 <br />24" MAX 48" <br />WALL LINER REPAIR 4 <br />SCALE: 1" = 1'-0" — <br />LAP WELD <br />EXISTING WALL LINER 1/4" 6-12 <br />EXISTING REBAR I <br />PLUG WELD <br />CONCRETE WALL I 1/2 48- <br />45* <br />EXISTING ANCHOR <br />--------------- <br />--------------- <br />1 11- <br />I REMOVE EXIST. STEEL PLATES <br />___ - -_-- - - <br />_�° <br />,,--- (NOT SHOWN) <br />------------ - 2 <br />- t C., FINISHED SURFACE 2 <br />1/2" x 10" BASE PLATE L <br />ROUGHEN SURFACE FILL WITH IRON <br />IRON AGGREGATE AGGREGATE TOPPING <br />TOPPING TO EROSION DEPTH <br />NORTH COUNTY RECYCLING CENTER <br />WALL LINER AND <br />TIPPING FLOOR REPAIR DETAILS <br />APPROVAL RECOMMENDED I DATE <br />-.-...�--------�`EXISTING REBAR .-.� <br />CUT EXIST. REBAR <br />AS NECESSARY <br />BASE PLATE DETAIL s <br />SCALE: 4" = 1'-0" — <br />TRANSFER STATION TIPPING FLOOR REPAIRS Sheet No. <br />(North County and Lovelace) 1 3 of 6 <br />