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2 3 4 5 6 7 8 ' g 0 <br /> E EXISTING NEW I <br /> _ <br /> OUTSIDE FACE OF PAD �-_ - 04 DOM DRILLED INTO EXISTING SLAB <br /> -- / ® MID-DEPTH OF NEW SLAB, <br /> 404 TOP 8 BOT. <br /> EPDXY 12" INTO (E) SLAB ® MIN 16" O.G. <br /> --- 18" <br /> VERLAP <br /> O <br /> F. 60 K51, #4 REBAR ------ -.F #4 DOiNEL Jr E f <br /> ® 12" O.G., BOTH WAYS MATCH TO EDGE OF (E) / -- 1@ 12"0.6. E) PAD ON-GRADE -- 12 #4 REBAR ® 12" O.G. BOTH DIRECTIONS <br /> ' AG PAVING, OR PROVIDE / <br /> (N) AG PAVING PER 5PE05 / #4 CONT THROUGH 1--- 8" PAD-ON-GRADE . <br /> CLOSURE STRIP. ///7 T <br /> �� <br /> 8" THK <br /> III - '... <br /> \ r MATCH (E) SLAB <br /> m ` b" THK, MIN �a" AGGREGRATE BASE �I THICKNESS 8" MIN) <br /> N Iii= 11 ISI il,- \ 71 II—III III 111-ll III IJ fl' - <br /> T-I � 11- J- 11 II III \\ <br /> �-Trr�rn III ITi-III-iris rrr-II <br /> 1�=]•fj,�,r I); � g `—6' THK, MIN �'a" AGGREGRATE BASE \ <br /> _ ____ _' ____ GRAVEL AND 5UBGRADE TO BE COMPACTED -- - APPLY 51KA SIKADUR32 HI MOD ADHESIVE ON THE EXISTING FACE <br /> GRAVEL AND 5UB6RADE TO BE COMPACTED �— AND 'SIKADUR INJECTION GEL' <br /> TO VEI (TYP) LL- —Ej �I TO 95:5 PRIOR TO PLACEMENT OF NEW CONCRETE. <br /> - I�u � I- I I i-- <br /> DOWL5 SHALL BE EPDXIED INTO PLACE USING 'SKIA ARMATEG IIO', <br /> i <br /> NEW PAD ON GRADE 2 TYPICAL PAD EDGE 3 TYPICAL (N) PAD 1'0 (E ) PAD o <br /> F'S SCALE:_ -NONE SCALE. _..NONE .SCALE: NONE <br /> i <br /> -- SIKAFLEX -IA' , i2"x%" TYPE EXPANSION <br /> SEALANT OR APPROVED EG <br /> 7-1 <br /> 251R5T _ SECOND X101 R II -II: it II _III _li II %`0x I'-O" SMOOTH <br /> POLR POUR —_�— <br /> I �' DOWELS AT 12"a c. <br /> FUEL DISPENSER, SECURE 'W/ TYP'MAX <br /> GREASE ONE END OF <br /> . DOWELS. Foio_ <br /> 1/2" DIA. x 3" LONG CONSTRUCTION JOINT C <br /> EXPANSION ANCHOR �. <br /> FILL PU 'SIKAFLEX IA' ---- / BOLT5 PER MFGR REO'M'T5 <br /> MATGH(N) FUEL 15LANO YW (E); -� / \ - -- - ---5- #4 x 4'-0" <br /> ISLAND HEIGHTS VARY, <br /> SEE PALN <br /> (N) 8" CONCRETE PAD - MIN 12" "OR 3GREATER THAN ISLAND \ R <br /> t � - -- � � , --- -- CONTROL JOINTS SAWGUT WITHIN 24 HOURS AFTER PpURING, ' <br /> HEIGHT <br /> SAWGUT I" PEEP x �b" WIDE, � <br /> FILL NU '51KAFLEX IA' <br /> III Ilf;�i IIID— n � RCINF. <br /> #4 REBAR - - _ I -�- --- --.— GON5TRUGTION TO BE U5ED <br /> ® 12" OFIIIIIIIIII{IIIII�I�11- <br /> .G., BOTH WAYS / II II'-=11 <br /> / WHERE GONGTERE POUR 15 L.I III III <br /> r <br /> V2" EXPAN51ON FILLER e JOINTINTERRUPTED FOR ANY REASON <br /> --- ----� POUR SLAB IN RECTANGLES A5 SHOWN. <br /> FOR LONGER THAN I-HR CONTROL JOINT <br /> 5EAL (TYP) MAXIMUM SIDE OF RECTANGLE SHALL <br /> NOT BE OVER 25 FT. OR A5 INDICATED <br /> ON PLANS <br /> NATE: <br /> B PROVIDE CONTROL OR CON57RUTION JOINTS TO DIVIDE B '� <br /> SLABS INTO 5EGTION5 WITH AREAS NOT EXCEEDING 625 50. FT. <br /> WITHOUT REENTRANT GORNER5, AND WITH LENGTH TO WIDTH <br /> RA,TIO5 NOT EXCEEDING 2 : 1 <br /> 4 FUEL ISLAND INSTALLATION 5 TYPICAL JOINTS IN PAD <br /> SCALE: NONE SCALE: NONE <br /> I <br /> F-5 N <br /> m <br /> ti <br /> BRUCE <br /> K <br /> o:'22705 <br /> * ti I,EGNNICAI. �. � f <br /> A <br /> a � <br /> REVISION I FUELING CONCRETE PAD MICROFILM g�g <br /> DSG BTG DETAILS DILL OF MATL <br /> UNDERGROUND FUEL SYSTEM UPGRADE <br /> DWN BTG <br /> STOCK TON SERVICE CENTER DWG LIST � . <br /> - CHKD BAB 4040 WEST LANE, STOCKTON, CALIFORNIA SUPSDS <br /> SUPV SUP5D BY- a... � . <br /> APVD PROJECT DESIGN GROUP. SHEET NO . SHEETS � <br /> BUILDING AND LAND SERVICES <br /> APVD I PACIFIC OAS AND ELECTRIC COMPANY 7034734 <br /> REV DATE DESCRIPTION JOB NO CHKD SUPV APVD REV DATE DESCRIPTION JOB NO CHKD SUPV APVD DATE 9/20/00 SAN FRANCISCO, CALIFORNIA <br /> rV160 �i _ <br /> i 2 �,: S 4 5 �' 6 7 8 � <br /> - g 10 <br />