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D <br />D <br />0 <br />m <br />m <br />z <br />D <br />m <br />0 <br />0 <br />m <br />m <br />m <br />z <br />0 <br />PROVIDE TEMPORARY <br />BARRIERS PER -- — <br />SECTION 15-2 I <br />PPING <br />I LIMITS OF <br />r WORK N <br />( <br />I <br />I <br />I <br />SELF HAUL <br />AREA <br />TRANSFER BUILDING INTERIOR <br />SCALE: 1"=100'-O" - <br />SHOT BLAST SURFACE <br />(SEE NOTE 1) <br />w N REBAR EXPOSED BY REMOVAL <br />OF EXIST CONC. <br />= o <br />CD ~ <br />_�� <br />FILL WITH IRON <br />VISIBLEAGGREGATE TOPPING <br />REBAR _\ TO EROSION DEPTH <br />FINISHED SURFACE <br />EXIST. SURFACE <br />ROUGHEN SURFACE <br />MIN REMOVAL: 1 3/4" <br />BELOW FINISHED SURFACE <br />CONSTRUCTION <br />JOINT (TYP) <br />BASE PLATE � CHIP AROUND EXIST. VISIBLE REBAR. COAT W/ J L UNDERCUT <br />REMOVE 1/2" ALL AROUND BONDING AGENT EXIST' <br />REMOVE EXIST. <br />CONCRETE <br />TYPICAL REPAIR SECTION z <br />SCALE: NONE - <br />COUNTY <br />OF <br />SAN <br />JOAQUIN <br />DRAWN BY I DATE I PROJECT ENGINEER I DATE CHECKED <br />NOTES: <br />1) SHOT BLAST AREAS WHERE EXISTING <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 THE DIRECTION PERPENDICULAR <br />TO THE FACE OF THE BASE PLATE. <br />20'-0" <br />REPAIR ARE <br />3000 SF <br />I <br />2 <br />2 <br />REPAIR AREA <br />3500 SF <br />150'-0" <br />175'-0" <br />2 <br />MAXIMUM <br />EROSION <br />DEPTH: -6 <br />3 <br />CONST. JOINT <br />1/4"x2" (TYP) <br />20'-0" <br />NO SCALE TIPPING FLOOR REPAIR <br />PLAN & AI <br />DATE APPROVAL RECOMMENDED I DATE <br />TIPPING FLOOR a <br />SCALE: 1" = 30'-0" - <br />k <br />TRANSFER STATION TIPPING FLOOR REPAIRS I Sheet No. <br />(North County and Lovelace) 4 of 6 <br />