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Plans (87)
D D FOUR D CONSTRUCTION CO POST OFFICE BOX 1577 • BEAVERTON, OREGON, 97075 • PHONE (503)641-0935 BBHci ` 5 I - IVB2_ S r — L.._ i OFFICE COPY !�O C T 1 7 2018 enY ' ...e i 1 BUILD', i'i !_N N r A`'__ RES 4R `*t' REVISION �I . . ,..AQ 48,�DIA. - � ' '► .• . . •. • r I' . *4 • IC' O.G. .t'* , : CONT. I-10R. 1.. BACKFILL WALL City ofTigard - ,iJ 1�"G1 MAT.AJI 1, ; '� ' App ro d Plans • : t •%•• RILL WIDTH OF HEEL By Date l l —••;,...•;,•••••••116. SAIF r1' •.. yERriCAL w 4'4, PERF. PIPE ,'41.0:4'.'1 W/FILTER FABRIC '.10;7 •i Z'; :: 24' MSN. " �°° ,._$0'`+� -' LEVEL GR. IL- BARO - . aa�.•..•" 44ORIZ v'' _41, '*. .i+!,41 4 Qt 04 • 16' Oz,. ....,,I.,-;a* E 0 !4OrJZONTAL )o ;�N N. Y t 1 `N �.::.,.`• • A; .;-:- 3" CLR U 3"tGR . . : 7(1 . . . M ,....„._ / C a" ii. A , 1,0c a 3000 PSI B t 38 PSF EQUIVALENT FLUID PRESSURE RETAINING WALL DESIGN 44 , A c !3 !3.414 'M' ,L'9AIl t 'N!' SAM '0' 44t ▪ ®' 8' i'.4' 2'-8' •4 . 18'O.C. .4 • 18' 0.C. R4 • I8' 0.C. 12' , +c'-?r' 8' 2'-10' 4'-2' 444 • 18. 0.0. •4 • 18' O.C. 1 41+4 * IS' O.C. ' 12' S -0' 8' 4'-2' 8'-6' 04 * S' O.G. 44 • 16' O.C. 06 • 10' 0.C. 12' • -0'1 12' 8'-6' 1'-2' °b • S' OL: .4 • 18' O.C. °13 * 8' 0.C. 12' NE OMER/BUILDER MUST CONFIRM NAT TINE SITE SPECIFIC CONDITIONS AND RLQ't1T8 MEET THE DESIGN PARAMETERS OF T4.4IS RETAINING WALL PLEASE DIRECT ALL INQUIRES TO THE CONTACT INFORMATION PROVIDED ON THE ATTACHED RETAINING WALL DESIGN CALCULATIONS b'---'1 RETAINING WALL ' ,... SCALE 1 1/2' * 1'-m0 RWNSV