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w <br /> �`" ISSUE DATE 101619 <br /> „tJ Ci;urd 2721 WETMORE AVE TOWER CRAM ge edif s <br /> �`�" �ers CRANE FOUNDATION ISSUED FOR PERMIT FOUNDATION PLAN <br /> a <br /> 8(}28` PROJECT NO. 19035.08 �� <br /> EVERETT,WA <br /> s�, ��i�eers.com <br /> DESIGNER BB <br /> Py of wAsy S <br /> H22' 0" 7I �e �ti�'�', <br /> i . <br /> 11 'PG 43788 xe A• <br /> °' +cTURALtiN�'`G\4� <br /> SS/ONAL kN <br /> TOWER BASE SAEZ <br /> CRANE TLS65B fo T <br /> (39m) <br /> JAIL. !ii <br /> N <br /> I <br /> rt' <br /> -.. . J,11 TOWER CRANE <br /> LEG/ANCHOR <br /> (4 PLACES) <br /> 4'-0"DEEP CONCRETE FOOTING > <br /> y <br /> IMPORTANT NOTES: <br /> 1.BEARING SOIL SHALL BE DENSE SOIL WITH ALLOWABLE SOIL <br /> BEARING NET PRESSURE OF 12,000 PSF PER GEOTECH REPORT BY <br /> ASSOCIATES EARTH SCIENCES INC.PROJECT NO.190168E001 <br /> 2.CONCRETE COMPRESSIVE STRENGTH SHALL BE 5000 PSI AT 28 DAYS <br /> 3.ALL CONCRETE BARS SHALL BE GRADE 60 KSI# <br /> 4.REBAR SPLICE FOR BAR SHALL BE)d" 36 M <br /> 5.CONCRETE WORK H L COMPLY WITH THE RECOMMENDATIONS OF <br /> ACI COMMITTEE 207(GU E TO MASS CONCRETE) <br /> qtS <br /> OTOWER CRANE FOUNDATION PLAN <br /> 3/16" = 1'-0" <br /> p�gIT_Y o EVERETT <br /> a�d� ata; 'ED F OR r:Raa T <br /> We 65d9 Q <br />