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Report f15i 2DI -G 2$ 167071 Sc Cv10 td(AIG `9 - CT ENGINEERING 180 Nickerson St. INC Suite 302 Seattle,WA 98109 (206)285-4512(V) (206)285-061 8(F) asolomon(&ctengineering.com BULLETIN Date: April 16,2019 Number: CT-57 Project#: 15238 Project Name: River Terrace Attached: CT-57.1 Subject: All Lots—Typical Cantilever Retaining Wall Drawings Affected: Description/Action: This bulletin provides response to RFI, design clarifications and/or variation requests for the `River Terrace' project located in Tigard, Oregon. See attached typical cantilever retaining wall detail and schedule as requested. �p PRO. � N4 I 60 �' • , ,' d r Ilk aREG0N ,. FS T. G\- 04/16/2019 CALL WITH ANY QUESTIONS Issued by: Arnold R. Solomon Date: April 16,2019 Distribution: Contact Information: Paul McColm Polygon Northwest Company Frank Sandoval Polygon Northwest Company Angela Christensen Polygon Northwest Company David Burnett Milbrandt Architects R:\15238 River Terrace SF\Bulletins\15238_2019.04.16_CT57_AII Lots-Typical Cantilever Retaining Wall.doc Structural Engineers RIVER TERRACE CT-57.1 (CT-57 BULLETIN) CONC.S.O.G.&4010. PER PLAN " \� a t NEI ' ? i i 1III—;.. O- • I. 2 � III .' - I. O#5ATT.o.w. FREE-CRANING / } BACKFILL I RE HEOTECH • WALL HEIGHT HEEL TOE BASE DEPTH DOWELS `ERT.BARS wa HICNNESS 0-0 TO 4'-0' 0-10' 0-6' 2'-0 1-0 ID AT 16.0.C. i5 AT 16'0.0 8' M YERi.BARS PER 4'-1'TO 6'-0' 0-10" 1'-0 0-6' 0-0' 16 AT 16'0.0 LIS AT 16'0.0 0• . MaSLE-Pp vim 6'-1'TO 8'-0' 1'-4' 1'-6' 0-6' 1'-0 15 AT 12'0.C. is AT 12"O.0 8' I' I . 14 AT 10'O.C.NCR. 8'-1'10 10-0' I'-10' 2-0' 4'-6• 0-0 .5 AT B'0.0 is AT B'0.0 B' J° NOTE ( 10-1'TO 10-0' 2'-4' 2-6' 5-0' 1-0 rR AT 6'0.C. (AT 6'EEC. 8' I IN PLACE OON FRAOE TO AO ANY BE F T BACIOYLNG OF TIIE WALL 1 �o 4I pG II. A 001111 BARS TO 68101 S II. II F001B10 BARS 10 WATCH RETAINING WALL FOOTING /�.� I `EWT.BARS PER SCHEDULE .y..Y y,' .... ti it I ---- —'sem - ° I, III III:, 1-1T-1 k -ITi=1 if,0 12'LONOTOOWAL HEEL TOE B / CANTILEVER RETAINING WALL