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30 <br />' <br />- <br />" <br />6 <br />0 <br />' <br /> - <br />" <br />0 <br />255 <br />4095 <br />16041 <br />KK/MF <br />6/12/2020 <br />"0 <br />B of A Lighting ( CA6-204 ) - SANTA ANA , CALIFORNIA <br />95#5 <br />MA <br />X <br /> <br /> P <br />O <br />L <br />E <br /> <br /> H <br />E <br />I <br />G <br />H <br />T <br />2,500 <br />, MAX WATER/CEMENT <br />RATIO = 0.5 <br />ANCHOR BOLTS SEE A/- <br />0 <br />BASE PLATE <br />SEE A/- <br />ASTM A36 12"x12"x1" BASE PL <br />W/(4) 3/4" DIA. MIN X 24" MIN <br />EMBED GR 36 MIN ANCHOR <br />BOLTS 12.75" CIRCULAR BOLT <br />THE ASSUMED ALLOWABLE BEARING PRESSURE IS 1500 PSF AND ALLOWABLE LATERAL <br />BEARING PRESSURE IS 100 PSF PER FOOT PER CBC 2019 TABLE 1806.2 WITH SITE CLASS D. <br />THIS DETAIL IS NOT APPLICABLE AT MUD, ORGANIC SILT, ORGANIC CLAYS, PEAT OR <br />UNPREPARED FILL UNLESS DEEMED ACCEPTABLE BY THE LOCAL CODE OFFICIAL. <br />1"MIN, TYP <br />1 <br />" <br />MI <br />N <br />, <br /> <br />T <br />Y <br />P <br />LIGHT POLE PER MFR HSS <br />5"x5"x0.18" MIN ASTM <br />A500 GR 46 OR HSS <br />5"DIA. x0.18" MIN ASTM <br />A500 GR 46 <br />LIGHT PER MFR, WT = 55 LBS MAX, PROJECTED <br />WIND AREA =2.00 SQ FT MAX <br />THE FOOTING IS DESIGNED PER CBC 2019 SECTION 1807 AND ASCE 7-16 <br />1" MIN NON-SHRINK, NON-METALLIC <br />GROUT 2,500 PSI AT 28 DAYS <br />Date Signed: <br />06/12/2020 <br />2020-161485 <br />12/15/20