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PROVIDE TYPE II <br />BARRICADES PER <br />SECTION 12-1 (TYP) <br />UNL( <br />I: <br />Q I n <br />T <br />F <br />0 <br />mm <br />F_ <br />F_ <br />m <br />z <br />O <br />In <br />4 <br />------------------------ 2 <br />I <br />I I LIMITS OF <br />WORK <br />WORK BY OTHER <br />I. CONTRACTORS <br />i SEE SECTION 10-1.086 i <br />K <br />i <br />AREA (TYP) <br />IN SPECIAL PROVISIONS <br />I <br />I_._. <br />j <br />SOLID <br />ROUGHEN SURFACE PER <br />WASTE <br />t° <br />TIPPING COMPACTC <br />.F HAUL I; <br />FLOOR AREA <br />AREA I <br />ao <br />I; <br />BASE PLATE <br />J <br />N <br />NORTH <br />SCALE: 1" = 80'-0" <br />SHOT BLAST SURFACE <br />N (SEE NOTE 1) <br />W N <br />> °D REBAR EXPOSED BY REMOVAL <br />_ OF EXIST CONC. <br />CD <br />w � <br />x <br />IRON AGGREGATE <br />VISIBLE TOPPING <br />REBAR <br />TYPE II <br />BARRICADE <br />(TYP) <br />1 <br />12'-0" <br />EROSION REPAIR <br />AREA <br />DECK EXTENSION- <br />APPROX, 196 L.F. <br />3 <br />MAXIMUM EROSION <br />DEPTH=3.0" <br />DECK EDGE LINE: <br />APPROX. 196 L.F. <br />20'-D" <br />SAWCUT (TYP) <br />45'-0" <br />w <br />Q_ <br />0 <br />J <br />N <br />FINISHED SURFACE <br />AREA (TYP) <br />"I <br />EXIST. SURFACE <br />j <br />75' - <br />ROUGHEN SURFACE PER <br />BONDING AGENT REQUIREMENT 3 <br />MIN REMOVAL: 1 3/4" 3 <br />w <br />BELOW FINISHED SURFACE <br />ao <br />CONSTRUCTION - <br />JOINT (TYP) <br />BASE PLATE <br />J <br />N <br />X15 DEG' 3 <br />M Ek<IAL <br />CHIP AROUND EXIST. VISIBLE REBAR. <br />REMOVE 1/2" ALL AROUND COAT W/ <br />INSTALL CONCRETE NAILS (TYP) BONDING AGENT <br />PER SPECIAL PROVISION <br />SECTION 43-3.02F <br />SEE NOTE 3 TYPICAL REPAIR SECTION 2 <br />SCALE: NONE 2,3 <br />3/4" BEVEL FINISHED SURFACE OF IRON AGGREGATE TOPPING <br />EXISTING SURFACE <br />MIN REMOVAL: 1 3/4"� - ROUGHEN, COAT SURFACE WITH BONDING AGENT <br />TYPICAL 2 <br />REPAIR SECTION 2 <br />VARIES 1+ " MAX ' r' ` <br />MIN 4" I - <br />Z -WALL REPAIR SECTION____T3 <br />SCALE: NONE 2 <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />J. Ferrer/D. Johnson 7/12/07 <br />�- UNDERCUT <br />EXIST. <br />REMOVE EXIST. <br />CONCRETE <br />REMOVE AND <br />REPLACE 160 <br />FT STEEL BASE <br />PLATE <br />3 <br />NOTES: <br />1) SHOT BLAST AREAS WHERE EXISTING <br />SURFACE IS GREATER THAN MIN. <br />REMOVAL DEPTH BELOW FINISHED GRADE. <br />2) THE ELEVATION OF THE FINISHED <br />SURFACE SHALL NOT VARY BY MORE <br />THAN 1/4" OVER A HORIZONTAL <br />DISTANCE OF 10 FT. IN THE DIRECTION <br />PERPENDICULAR TO THE BASE PLATE. <br />3) INSTALL CONCRETE NAILS AS PER <br />MANUFACTURER'S RECOMENDATION WHERE <br />EDGE CANNOT BE UNDERCUT. <br />NORTH COUNTY RECYCLING CENTER <br />TIPPING FLOOR REPAIR <br />PLAN & DETAILS <br />PROVAL RECOMMENDED DJJATE// <br />WORK BY OTHER CONTRACTORS <br />SEE SECTION 10-1.08B IN SPECIAL <br />PROVISIONS <br />INSTALL HILTI NAILS (TYP) <br />(NOT SHOWN) SEE NOTE 3 <br />D" <br />SURFACE SLOPE <br />APPROX. 0.37 <br />CONSTRUCTION JOINT <br />1/4"x2" (TYP) <br />REPAIR AREA SURFACE: <br />SLOPE SHALL MATCH <br />51'-0" EXIST, SURFACE SLOPE <br />SEE NOTE 2. <br />Z -WALL EXTENSION <br />5 5 <br />EROSION REPAIR <br />—� 10'-0" <br />INSTALL HILTI NAILS <br />(NOT SHOWN) <br />TIPPING FLOOR <br />EROSION REPAIR <br />AREA <br />Z -WALL EXTENSION <br />TIPPING FLOOR T SCALE: I" = 30'-0" <br />NORTH COUNTY RECYCLING CENTER AND LOVELACE <br />TRANSFER STATION TIPPING FLOOR REPAIRS <br />Sheet No. <br />2 of 6 <br />AREA (TYP) <br />2 <br />4 <br />INSTALL 75 <br />FT STEEL <br />r5 <br />3 <br />BASE PLATE <br />3 <br />75'-0" <br />M Ek<IAL <br />PAUL AREA <br />MAXIMUM <br />EROSION <br />DEPTH=0.5" <br />SAWCUT (TYP) <br />/ <br />_ <br />3 <br />—� 10'-0" <br />INSTALL HILTI NAILS <br />(NOT SHOWN) <br />TIPPING FLOOR <br />EROSION REPAIR <br />AREA <br />Z -WALL EXTENSION <br />TIPPING FLOOR T SCALE: I" = 30'-0" <br />NORTH COUNTY RECYCLING CENTER AND LOVELACE <br />TRANSFER STATION TIPPING FLOOR REPAIRS <br />Sheet No. <br />2 of 6 <br />