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Plans (292) • f OFFICE COPY c.c.. PROFESS �� �G1NFF /0 '170976PE 'Q t OREGON DESIGN CRITERIA 0(-4,1./S '`'r 09, ' 0 SOIL BEARING PRESSURE [psf] 1500 �r s MG F `� FROST DEPTH [in] 18 EXPIRES: 12/31/18 SEISMIC CATEGORY D EQUIVALENT FLUID PRESSURE [psf/ft] 40 FRICTION COEFFICIENT 0.35 NOTES f'c (FTG.) [psi] 2500 f'c (WALL) [psi] --/\/- - (DESIGNED FOR 2500) 3000 EXIST FRAMING F (REINFORCING) ksi -----, V d NOTE:WATER PROOFING a BY OTHERS 80 4' 4' L. 1 EXIST.FTG 4 #4 017 O/C EACH WAY ° CENTERED IN e 7/\/\\X/ 8" 7-6" WALL \� #4x8° MAX ° _'/ 0 24"0/C;w/4"MIN.EMBED INTO 4,--- EXISTING FTG.w/SIMPSON'SET-XP' !_ EPDXY(NOTE:SPECIAL INSPECTION \V / /\\/\\�\� i NOT REQUIRED FOR EPDXY; / // ��\ \/ss\/, NON-STRUCTURAL( 4° , 4 4 4"Q1 DRAIN HOLE©4'-0"0/C 17 v °< (4)MN.TOTAL.PROVIDE FILTER FABRIC BETWEEN EXIST. \rt ° 4 SOIL AND NEW WAIL - 3" (3)#4 CONT. CLR. 20"HOOK 3'-5' 1YP. @ 17 O.0 — 1 RETAINING WALL DETAIL SK 1 N.T.S. BY AS DATE 07/03/2018 HAYDEN3 NEW RETAINING WALL REV DATE ENGINEERS 13763 SW ROSY CT STRUCTURAL I CIVIL JOB NO 18204 (503)968-9994 p (503)968-8444 f TIGARD OREGON SHEET SKI OF 1