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SCALE:NTS <br />SUBGRADE- COMPACTED <br />& PROOF -ROLLED <br />TYPICAL D,- DETAIL <br />, <br />41111111 ■ _ ��- If YY <br />ROVIDE (2)#6x6'-0" @ 3" oc <br />&B AT LOCATIONS WHERE <br />J IS NOT INDICATED ON <br />LAN <br />TYPICAL SLAB ON GRADE ISOLATION `AIL <br />SCALE: NTS <br />CRUSHED SURFACING <br />COURSE* <br />CRUSHED SURFACING-E <br />COURSE* <br />f; r,WHARM <br />�eeee ve. ee"v „e ve �e ;E, SEE GENERAL NOTES: <br />CONCRETE ON DWG S2 <br />TYPICAL GRADED WAL <br />REINFORCING INTERSECTIONS <br />SCALENTS <br />v <br />T/SLAB Ad <br />SEE PLAN <br />I <br />1 �► <br />NTS TN1S1O 22 S2 <br />TN 1 S 10-47 <br />OOS 10-22 <br />OOS10-47 <br />SYM REVISION BY APPROVED DATE <br />- <br />REVISION <br />BY <br />APPROVED <br />DATE SYM <br />A <br />777X CWC NEW BUILDING - RECORD WBS 2548317 <br />KRW <br />DPB <br />01/03117 <br />B <br />PGB STRINGER BLADE - IPC FOUNDATION W6164105 <br />HIS <br />RLT <br />02,13.20 <br />1ST POUR 2ND POUR <br />TYPE 2 TWINTEC OMEGA 0� SAW CUT <br />ARMORED JOINT DISCONTINUE REINF. DISCONTINUE REINF. GONG SLAB, SEE <br />DISCONTINUE REINF, PLAN FOR SLAB INFO-7 <br />/-CONCRETE SLAB, SEE CONCRETE SLAB, SEE PLAN <br />I PLAN FOR INFO FOR INFO <br />ui <br />d d4 w <br />— <br />® C3 <br />d <br />—! I III III PNA DIAMOND DOWEL SYSTEM <br />12" & 10" SLAB - 3/4"x41/2"x41/2" @ 18" oc <br />PLATE DOWEL 8" SLAB - 3/8"x 41/2"x41/2" @ 18" oc <br />CONSTRUCTIONJOINT <br />6" SLAB-1/4"x41/2"x41/2" @ 18" oc <br />2" CLR 2" CLR <br />1'-0" TYP. <br />d C d <br />C <br />a <br />d <br />WATERSTOP ALL AROUND (TYP) <br />4 a <br />DOWELS 1N/STD HOOK SAME SIZE & <br />SPACING AS VERT WALL REINF. 24"x24"00" DEEP SUMP, SEE ARCH <br />DWGS FOR LOCATION, VERIFY SIZE CD 0- <br />WITH ELEVATOR SHOP DWGS ®' <br />a <br />T/SLAB ELEV=100'-0" <br />a <br />WALL BEYOND -d <br />L a o qP a . LAP <br />p T/GRADE BEAM ELEV=97'-0" <br />(2) #8 CONT E.F. <br />(2) #8 FORM SAVERS T & B GB-3 <br />FOR WALL REINF SEE <br />T/SLAB ELEV=93-15" SECT A/S280 <br />VON <br />SCALE: N.T.S. <br />DRAVVN: RVP <br />ENGINEER: AB <br />CHECKED: AMW <br />PROD MGR: REP <br />APPROVED: RLT <br />DATE: 02.13.20 <br />ACCEPTABILITY <br />THIS DESIGN AND/OR <br />SPECIFICATION IS APPROVED <br />DRAWN <br />MEM <br />DATE SUBTITLE <br />10/09/14 <br />10/09/14 <br />CHECKED <br />AHM <br />APPROVED BY <br />DEPT. <br />DATE <br />ENGINEER <br />DPB <br />TITLE <br />10/09114 <br />STRUCTURAL MASTER <br />SEE NOTE <br />6" <br />MIN <br />Q 12"®c <br />w 1 <br />WATERPROOFING, <br />SEE ARCH DWGS <br />I <br />AND LOCAT1011 <br />