Laserfiche WebLink
24" <br />24 <br />" <br />3" <br />4 1/2" <br />MINS. <br />8" <br /> <br />( <br />T <br />Y <br />P <br />. <br />) <br />3" <br />CONCRETE PIER <br />3000 PSI <br />#4 REBAR <br />6 PLACES <br />1/2" x 7" WEDGE ANCHOR BOLT <br />LOCATED 5" FROM EACH POST <br />3" <br />BASE RAIL <br />1" FLAT WASHER <br />HEX NUT <br />2" <br />10 1/2" <br />8" <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br />SL <br />A <br />B <br />COMPACT NATIVE <br />SOIL TO 95% <br />8" <br /> <br />C <br />L <br />A <br />S <br />S <br /> <br />I <br />I <br />AB <br />COMPACT AGGREGATE <br />BASE TO 95% <br />SLOPE FINISHED <br />GRADE <br />(4) 18" DIAMETER <br />#3 TIES AT 9" O.C <br />3" <br />#4 REBAR, 18" O.C (TYP.) <br />12" <br />CL <br />2" <br />2% <br />NEW GRAVEL <br />6" <br />4" <br />STEM WALL WITH REBAR, <br />DEPTH VARIES <br />7" <br />18' <br />SLOPE FINISHED <br />GRADE <br />#4 REBAR, 18" O.C <br />EACH WAY <br />SLOPE FINISHED <br />GRADE <br />SEE DETAIL ON <br />THIS DRAWING <br />C-2 <br />2 <br />AS SHOWN <br />CROSS SECTION AND CONSTRUCTION DETAIL <br />X: <br />\ <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />\ <br />P <br />u <br />b <br />l <br />i <br />c <br /> <br />B <br />u <br />i <br />l <br />d <br />i <br />n <br />g <br />s <br />\ <br />F <br />S <br /> <br />5 <br /> <br />T <br />e <br />m <br />p <br />o <br />r <br />a <br />r <br />y <br /> <br />B <br />u <br />i <br />l <br />d <br />i <br />n <br />g <br />\ <br />F <br />S <br /> <br />T <br />e <br />m <br />p <br /> <br />B <br />u <br />i <br />l <br />d <br />i <br />n <br />g <br /> <br />S <br />P <br />- <br />V <br />2 <br />. <br />d <br />w <br />g <br />\ <br />3 <br />- <br />2 <br />5 <br />- <br />2 <br />6 <br /> <br /> <br />0 <br />1 <br />: <br />2 <br />9 <br />p <br />m <br /> <br /> <br />s <br />n <br />g <br />u <br />y <br />e <br />n <br />DRAWING <br />NO.SCALE: <br />PROJECT NO.: <br />DATE: <br />ADAM M. NELKIE <br />CITY ENGINEER <br />NO. 78830 <br />EXP. 9/30/27 <br />DESIGN: <br />DRAWN: <br />CHECKED: <br />TRAFFIC ENGINEER: <br />CITY OF PLEASANTON <br />PUBLIC WORKS DEPARTMENT <br />REV.DATE DESCRIPTION <br />FIRE STATION # 5 TEMPORARY ENCLOSED STRUCTURE <br />OFMAR 10, 2020 <br />BC/SN <br />AN <br />MT 2 <br />SN <br />WEDGE ANCHOR AND CONCRETE PIER DETAIL <br />SCALE: 1"=1' <br />CROSS SECTION A-A <br />SCALE: 1"=3' <br />Docusign Envelope ID: 42D0FC2F-328E-8A96-8129-04A8EA2105A0