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4 <br />2 -------�1 <br />LIMITS ORKOF <br />PROVIDE TEWMPORARY <br />BARRIERS PER <br />SECTION 15-2 I TI PING <br />SELF HAUL`�� <br />I COMMERCIAL <br />AREA HAUL <br />AREA <br />l J <br />------------ <br />TRANSFER <br />---------TRANSFER BUILDING INTERIOR <br />SCALE: 1 "=80'-0" - <br />FINISHED SURFACE <br />EXIST. SURFACE <br />V) N REBAR EXPOSED BY REMOVAL ROUGHEN SURFACE <br />1 OF EXIST CONC. <br />MIN REMOVAL: 1 3/4" <br />o BELOW FINISHED SURFACE <br />C ~ SHOT BLAST SURFACE <br />_ (SEE NOTE 1) CONSTRUCTION <br />FrFl JOINT (TYP) <br />VISIBLE IRON AGGREGATE <br />REBAR TOPPING -� <br />15'-0" <br />12'-0" <br />EL: 119.30' <br />REPAIR AREA <br />3770 SF <br />EL: 119. <br />MAXIMUM —� <br />EROSION <br />DEPTH=3.0" <br />EL: 119.42 <br />2 <br />--� f2 <br />ILI- 1 19.52 <br />APS: A <br />5 <br />3 <br />EL:119.38 <br />REPAIR <br />WALL <br />LINER 4 <br />3 <br />EL: 119.30 <br />REMOVE AND <br />REPLACE 160' <br />STEEL PLATE <br />EL: 119. <br />MIN 13/4"/C—ROUGHEN, COAT SURFACE WITH BONDING AGENT NOTES: <br />1) SHOT BLAST AREAS WHERE EXISTING <br />REFER TO TYPICAL 2 SURFACE IS GREATER THAN MIN. REMOVAL <br />VARIES 16" MAX REPAIR SECTION 2 DEPTH BELOW FINISHED GRADE. <br />— — — 2) THE ELEVATION OF THE FINISHED <br />SURFACE SHALL NOT VARY BY MORE THAN <br />MIN 4" 1/4" OVER A HORIZONTAL DISTANCE OF <br />10 FT. IN THE DIRECTION PERPENDICULAR <br />Z—WALL REPAIR SECTION 3 TO THE FACE OF THE BASE PLATE. <br />SCALE: NONE - <br />DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED I DATE <br />DAN JOHNSON 4/15/02- k�ir4 <br />FILE NAME DRAWER SHEET N0. ACAD REVISIONS I DATE <br />N:\1N-thc... ty\Drawings\Flaor Repair <br />TIPPING FLOOR a <br />SCALE: 1 " = 30'-0" - <br />COUNTY OF SAN JOAQUIN( AS NOTED ( PLAN & DETAIL I NCRCSL TRANSFER BUILDING <br />TIPPING FLOOR REPAIR 2 3 <br />—BASE PLATE CHIP AROUND EXIST. VISIBLE REBAR. <br />COAT W/L <br />UNDERCUT <br />EXIST. <br />REMOVE 1/2" ALL AROUND <br />BONDING AGENT <br />REMOVE EXIST. <br />TYPICAL REPAIR SECTION <br />2 <br />SCALE: NONE <br />- <br />2" BEVEL FINISHED SURFACE <br />EXISTING SURFACE <br />15'-0" <br />12'-0" <br />EL: 119.30' <br />REPAIR AREA <br />3770 SF <br />EL: 119. <br />MAXIMUM —� <br />EROSION <br />DEPTH=3.0" <br />EL: 119.42 <br />2 <br />--� f2 <br />ILI- 1 19.52 <br />APS: A <br />5 <br />3 <br />EL:119.38 <br />REPAIR <br />WALL <br />LINER 4 <br />3 <br />EL: 119.30 <br />REMOVE AND <br />REPLACE 160' <br />STEEL PLATE <br />EL: 119. <br />MIN 13/4"/C—ROUGHEN, COAT SURFACE WITH BONDING AGENT NOTES: <br />1) SHOT BLAST AREAS WHERE EXISTING <br />REFER TO TYPICAL 2 SURFACE IS GREATER THAN MIN. REMOVAL <br />VARIES 16" MAX REPAIR SECTION 2 DEPTH BELOW FINISHED GRADE. <br />— — — 2) THE ELEVATION OF THE FINISHED <br />SURFACE SHALL NOT VARY BY MORE THAN <br />MIN 4" 1/4" OVER A HORIZONTAL DISTANCE OF <br />10 FT. IN THE DIRECTION PERPENDICULAR <br />Z—WALL REPAIR SECTION 3 TO THE FACE OF THE BASE PLATE. <br />SCALE: NONE - <br />DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED I DATE <br />DAN JOHNSON 4/15/02- k�ir4 <br />FILE NAME DRAWER SHEET N0. ACAD REVISIONS I DATE <br />N:\1N-thc... ty\Drawings\Flaor Repair <br />TIPPING FLOOR a <br />SCALE: 1 " = 30'-0" - <br />COUNTY OF SAN JOAQUIN( AS NOTED ( PLAN & DETAIL I NCRCSL TRANSFER BUILDING <br />TIPPING FLOOR REPAIR 2 3 <br />