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6" GONG. SLAB W/ (o x 6 <br /> 10/10 WWM OR #5 REBAR @ T53X3 STEEL COLUMN L M T <br /> 24" OGEW ROMTECS -7 1/2" OF BUILDING -Aq �Q+of WA <br /> OPTION, SLOPE AWAY G a <br /> FROM BLD6. @ 1/4" 12" UNO 5EGURE PL 1/2" X 6" X 6" O <br /> y -L <br /> W/ 5/5"QP X 6" TITEN HD 1 5/8" #5 X 12" LONG DOWELS <br /> ANCHOR @ 24" O.G. AROUND = <br /> �-F - -I- <br /> p EQ EQ PERIMETER ° _1 5/5" SECURE PL 1/2' �'� R 113 <br /> WALKWAY <br /> TO BE X 6" X (0" W/ ►SiES``` <br /> 000 ° o ° 0 SUPPLIED AND < 1 _ ° 5/5"Cp X 6" TITEN <br /> o°o Oc)o -0 0° INSTALLED BY THE CITY <br /> HD ANCHORTj < le, <br /> z I I T53X3 STEEL COLUMN w v <br /> COMPACTED FILL • z <o <br /> ID <br /> OF BUILDING w <br /> NATIVE 50IL _ o <br /> mm r¢LL <br /> GOLD JOINT a o o m <br /> E �inm <br /> GO1�GfiZ�T SLAB m oo°o°°° ° W o d °LL <br /> 1 ° ° ° o O°° C a — 12" WIDE X 12" DEEP Z zoo LL LL o <br /> SCALE: 1" = 1'-O" °0° O°O oD0( Q c„ , y <br /> 12" WIDE X 12" DEEP a GRADE BEAM W/ 2 - #5 w <br /> GRADE BEAM W/ 2 - #5 �\��\� BARS, TOP $ BOTTOM (j uc: Y <br /> BARS, TOP $ BOTTOM / / COMPACTED FILL 0 � N o W <br /> NATIVE 501L w v <br /> 3/16" SCREEN TOP �lIEW k w N <br /> PANEL, TYP. sc e:2°=r o LU <br /> ww w <br /> CONCRETE SLAB o o � <br /> 0 <br /> T53X3 STEEL COLUMN 50ALE: 1" = 1'-0" <br /> OF BUILDING <br /> L � ST�N ING T53X3 STEEL COLUMN O <br /> T53X3 STEEL COLUMN OF BUILDING w Q <br /> 0,OF BUILDING = <br /> SECURE PL 1/2" X 6" X 3" #5 X 12" LONG DOWELS SECURE PL 1/2" X 6" X (o" 4 3/4' i) J <br /> W/ 5/5"CD X 6" TITEN HD @ 24" O.G. AROUND W/ 5/8"0 X 6" TITEN HD O <br /> ANCHOR 2 1/8' PERIMETER ANCHOR <br /> EQ - #5 X 1'-4" LONG w A Q <br /> EQ EQ EQ `r DOWELS @ 24" O.G. w J Z Z <br /> WALKWAY TO BE 4„ AROUND PERIMETER = 0 <br /> THICKENED SLAB <br /> SUPPLIED AND - GOLD JOINT Q z W t11 <br /> IN MEGH ROOM w <br /> INSTALLED BY THE CITY • • • • _ < > 01 Q <br /> Z <br /> LuLL- <br /> ry 13" GOLD JOINT W W W W <br /> m 0 Do D m a W W y <br /> � 000 °o �� 4 w <br /> o �o o 0Oo C PLAN SET# <br /> Do 0°O° 0D0 TRENCH DRAIN z o E5RO1 <br /> 12" WIDE X 12" DEEP 9" WIDE X 12" DEEP q p DATE: <br /> GRADE BEAM W/ 2 - #5 �\��\� GRADE BEAM W/ 2 - #5 \��\� q w < 03/28/2023 <br /> COMPACTED FILL � COMPACTED FILL 16 REVISIONS <br /> BARS, TOP ff BOTTOM BARS, TOP 8 BOTTOM <br /> GI Q H REV. DATE: BY <br /> 1 04-26-2023 OR <br /> NATIVE 50IL NATIVE 501E <br /> m <br /> o � <br /> N O DRAWN BV: <br /> ENTRY &RAPE BEAM TRENCH PR IN �ETAIL oQ GR <br /> SHEET NO. <br /> 5GALE: 1" = 1'-0" 5GALE: 1" = 1'-O" �� 2 <br /> JOB CREATED:5/1/2023-LAST SAVED BY:Gruport ON 5/1/2023-LAST PRINTED:5/1/2023-LOCATION:O:\Engineering RI\Plan 5et5\E5R01-Everett Sidewalk,AA\E5R01-Everett Sidewalk 4001,YVA-230501.dwg <br />