The URL can be used to link to this page

Plans (3) RETAINING WALL SCHEDULE 7--_10169; "H" "W" REINFORCING ��a. /'mac utf��C•tZC_- St— VERT WALL REINF. FOOTING REINF. <21-8" 1'-3" #4 @ 16"0/C (2)#4 CONT. 4'-0" 2'-0" #4 @ 16"0/C #4 @ 16"0/C x(2)#4 CONT. 6-0" 3'-6" #4 @ 16"O/C #4 @ 16"O/C x(3)#4 CONT. P.T.MUD SILL&ANCHOR FINISH GRADE BOLT PER PLAN • - - (2)#4 HORIZ.@ TOP OF WALL \\ \\/\/\\�\\/\/ 7/\/\\/ #4 HORIZ.@ 12"O/C @ MID-DEPTH #4 VERT@16"O/C @ MID-DEPTH OF WALL DOWELS wl STD HOOK TO MATCH VERT STEEL LTJ • LAP 30 BAR DIA w Lu cc • FOOTING REINF. PER SCHEDULE 4" / / RAWL SPACE OFINISH GRADE 4"COMPACTED WIDTH GRANULAR FILL gUCTU.RA ( FOUNDATION RETAINING WALL PRoFess INE.494, 'P A Retaining wall for 6'height MEB 3/31/16 14855 REV Description BY Date f $ MURDOCK PARCEL 1 OREGON Butler SW MURDOCK STREET y 4'°`. ,4 tio°° 6Q- Consulting, Inc. WASHINGTON COUNTY, OREGON �1r E 1W 16110 SE Goosehollow Drive FOUNDATION RETAINING WALLS Damascus,Oregon 97089 EXPIRES 12-31-2017 (503)658-0200 Job No. 156-0911-10 Date 3/31/16 Sheet (503)658-0204 fax Client Sage Built Homes,LLC By MEB SK1