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z <br /> o)N <br /> o)N <br /> to <br /> 1.���.aa o Nrn <br /> �'�I rn <br /> -, 8'-1"(PROPOSED) W H N <br /> 4� o <br /> 1.WIND: 110-MPH Exp 'C' o <br /> ___.___ _ — 22-psf Minimum Q o <br /> SEISMIC: 'D' ``Q <br /> x <br /> Existing moment @ base of sign = 9814 lb-ft W o ; c <br /> o Proposed moment c base of sign = 7219 lb-ft N <br /> Reduction in Load 2595 lb-ft a ri. <br /> O [', N C <br /> a. Existing pole & foundation have less load than a M <br /> 0 original (existing) conditions. c `-' <br /> Nion <br /> an <br /> o �i;l; . <br /> �°uu <br /> rn , <br /> ii I'I l 1 11111114 <br /> 2 <br /> II <br /> a HI dEh <br /> I <br /> O b• i iu <br /> !O y 1 l � i, II <br /> a EXISTING HSS 4x4 1,Lli <br /> ' I <br /> c {MAINTAIN) 1 ,; I'i, <br /> 0 <br /> H <br /> Q Z <br /> o Q. <br /> a Z O <br /> 4 0 0 <br /> O <br /> ir t <br /> .0 <br /> zI- s8 <br /> NI-STo ozu <br /> oww <br /> — 4'PROPOSED c O WASI VA. W 0 IS <br /> y� O 0 U <br /> r m GRADE i"` ': Q. <br /> Y 0 <br /> EXISTING FOUNDATION(MAINTAIN) `gyp 2&03 ,+ .)Cr• v <br /> I ' '41 �CIST ESt�' ii u v <br /> 0NAL L j o a <br /> Date:2021-02-04 <br /> j$/ao�r ;" , Job:0238-391-GS <br /> Sheet: S1 of 1 <br />