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14 <br />' <br />- <br />" <br /> <br />4 <br />6 <br />' <br /> - <br /> <br />" <br /> <br />0 <br />125 <br />910 <br />16041 <br />KK/MF <br />3/9/2020 <br />"0 <br />B of A Lighting ( CAW-432 ) - 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 9"x9"x0.75" BASE PL <br />W/(4) 3/4" DIA. MIN X 24" MIN <br />EMBED GR 36 MIN ANCHOR <br />BOLTS 9.1875" 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 />M <br />I <br />N <br />, <br /> <br />LIGHT POLE PER MFR HSS <br />4"x4"x0.18" MIN ASTM <br />A500 GR 46 OR HSS <br />4"DIA. x0.18" MIN ASTM <br />A500 GR 46 <br />LIGHT PER MFR, WT = 55 LBS MAX, <br />PROJECTED WIND AREA =2.00 SQ FT MAX <br />THE FOOTING IS DESIGNED PER CBC 2019 SECTION 1807 AND ASCE 7-16 <br />Date Signed: <br />03/13/2020 <br />2020-160821 <br />12/07/20