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D <br />D <br />0 <br />r <br />m <br />z <br />D <br />m <br />LIMITS OF <br />WORK <br />PROVIDE TEMPORARY <br />TI PING <br />BARRIERS PER <br />SECTION 15-2 i <br />I <br />SELF HAUL I <br />AREA I <br />I �I <br />I I <br />I I <br />( i <br />1A TRANSFER BUILDING INTERIC <br />SCALE: 1 "=80'-0" <br />SHOT BLAST SURFACE <br />(SEE NOTE 1) <br />REBAR EXPOSED BY REMOVAL <br />W N <br />OF EXIST CONC. <br />0° <br />FILL WITH IRON <br />VISIBLE AGGREGATE TOPPING <br />REBAR TO -:ER G*N-DER:Ri <br />BASE PLATE �- CHIP AROUND EXIST. VISIBLE REBAR <br />REMOVE 1/2" ALL AROUND <br />COMMERCIAL <br />HAUL <br />AREA <br />FINISHED SURFACE I <br />EXIST. SURFACE I <br />ROUGHEN SURFACE <br />MIN REMOVAL: 1 3/4' <br />BELOW FINISHED SURFACE <br />CONSTRUCTION <br />JOINT (TYP) <br />• <br />COAT W J L UNDERCUT <br />BONDING AGENT EXIST' <br />REMOVE EXIST. <br />TYPICAL REPAIR SECTION 2 <br />SCALE:_ NONE - <br />3/4" BEVEL FINISHED SURFACE <br />EXISTING SURFACE <br />MIN 1 3/4"� -ROUGHEN, COAT SURFACE WITH BONDING AGENT <br />REFER TO TYPICAL 2 <br />VARIES 1i " MAX f - - REPAIR SECTION 2 <br />MIN 4---] }. �- <br />Z-WALL REPAIR SECTION 3 <br />SCALE: NONE <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE I PROJECT ENGINEER I DATE I CHECKED <br />NOTES: <br />1) SHOT BLAST AREAS WHERE EXISTINGN <br />SURFACE IS GREATER THAN MIN. REMOVAL <br />DEPTH BELOW FINISHED GRADE. <br />2) THE ELEVATION OF THE FINISHED <br />SURFACE SHALL NOT VARY BY MORE THAN <br />1/4" OVER A HORIZONTAL DISTANCE OF <br />10 FT. IN (RECTION PERPENDICULAR <br />TO THE BASE PLATE. <br />NO SCALE TIPPINGFLOOR REPAIR <br />PLANDETAILS <br />DATE APPROVAL RECOMMENDED I DATE <br />L 3T, i/f,,.5s1 1 ,, I I I I WVA <br />I I NEW Z -WALL EXTENSION <br />------ 2 <br />5 5 <br />TIPPING FLOOR 4 <br />SCALE: 1" = 30'-0" - <br />TRANSFER STATION TIPPING FLOOR REPAIRS I Sheet No. <br />(North County and Lovelace) 2 of 6 <br />15'-0" <br />r"t <br />12'-0" <br />I <br />REPAIR AREA <br />3710 SF <br />i <br />MAXIMUM <br />I <br />EROSION <br />DEPTH=3.0" <br />I <br />I <br />i <br />I REPAIR AREA <br />I 735 SF <br />F111A2 <br />SELF HAUL <br />I. <br />2 <br />SURFAC <br />SLOPE <br />2 <br />5 <br />APPROX. <br />0.3% <br />REPAIR <br />WALL ! <br />LINER 41 <br />Inz <br />CONST. JOINT <br />/4"x2" (TYP) <br />75'-0" <br />COMMERCIAL <br />_ <br />HAUL AREA <br />3 3 <br />V Im <br />A <br />REMOVE AND 4- <br />REPAIR <br />URFACE: <br />MAXIMUM <br />EROSION <br />REPLACE 160' <br />STEEL PLATE <br />SLOPES <br />EXIST. S <br />MATCH <br />RFACE SLOPE <br />DEPTH=0.5" <br />c to <br />SEE NO <br />2. <br />10'-0" <br />NOTES: <br />1) SHOT BLAST AREAS WHERE EXISTINGN <br />SURFACE IS GREATER THAN MIN. REMOVAL <br />DEPTH BELOW FINISHED GRADE. <br />2) THE ELEVATION OF THE FINISHED <br />SURFACE SHALL NOT VARY BY MORE THAN <br />1/4" OVER A HORIZONTAL DISTANCE OF <br />10 FT. IN (RECTION PERPENDICULAR <br />TO THE BASE PLATE. <br />NO SCALE TIPPINGFLOOR REPAIR <br />PLANDETAILS <br />DATE APPROVAL RECOMMENDED I DATE <br />L 3T, i/f,,.5s1 1 ,, I I I I WVA <br />I I NEW Z -WALL EXTENSION <br />------ 2 <br />5 5 <br />TIPPING FLOOR 4 <br />SCALE: 1" = 30'-0" - <br />TRANSFER STATION TIPPING FLOOR REPAIRS I Sheet No. <br />(North County and Lovelace) 2 of 6 <br />