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Plans (24) • REVISION OFFICEY COP • ccio PROP ft 8367PE LAP 4S PIA II 1 t i e k , 1,e= — t ' oi ) V011-1 MO,AP NA" JUL 2 0 2016 /let 0 601‘1, f Aft.Y. ", (RW#4 V 10" .: O (,,Y' r,"oCt.17:22, • . EXPIRES: DEC,31, 1 CITY 014 TIGARD 2' Ct- AR '-- -** REVIEWE FOR CODE COMPLIANCE ft.cotit_L_ Mi.-, WITH Approved Jj FWE-PP,AININ6 6.4.V.A\LII-Aq NIATFSJAI, ' OTC: I I) - Permit#: rilS÷AO1 S"— C)040 Oc .. Address: i 9.0q1 41,,,, I I RI. n - " viA Pup P4,t Suite#: WITH 9..-Tfr:LP r Arrwc By: 11 Date: 2:al=jg #4 a 16" O.0 IN5TALL 51-Ar3 peFOM ACKfILL INC; ," Cl... 1? • — — ,I' 1 1 t i w. -. r — -- A. -. 0 *'- ER2DRETAINING WALL DETAIL - LEVEL BACKFILL 0 DRAWING NOT TO SCALE,SEE WALL SCHEDULE FOR DIMENSIONS RETAINING WALL SCHEDULE H Ws A C B Bar"M" Bar"N" Bar"Cr 11'-8" 8" 2'-6" 2'-6" 5'-8" #5-6"oc #4- 12"oc #4- 15"oc _ - - - - - - - - - - - ALL SECTIONS: CONCRETE Fc 3000 PSI REBAR GRADE 60 LEVEL BACKFILL ONLY Ht 1'-1" A1.2 Customer: Four D Const, Rowell Engineering Project: 35 pef 45 SE 102nd Avenue Sheet Number: 150379 and 150381 Portland,OR 97216 0 Date: 711912016 (503)254-6292 OF:i'iiCin] ccpy ENGINEERING CONSTANTS Soil Density 110 OTM Factor of Safety 1.5 Concrete Density 150 Stern Factor of Safety 1.7 PHIvu 0.75 Heel Factor of Safety 1.4 PHIas 0.90 PROJECT PARAMETERS Client Name Four D Const. Detail Number R2 Project Number 150379 and 150361 Sheet Number Project Name 35 pcf Concrete Fc 3000 psi Max Soil Bearing Pressure 1500 psf Steel Grade 60 60000 Equivalent Fluid Pressure 35 Lbs/f1^3 Wall Thickness 8 in Footing Height 13 in SECTION 1 DESIGN Rebar Stem Rebar Heel Rebar H,Wall Height ft. 11.666 ft Size OC Bar"M" Bar"N" Bar"O" B,Total Footing Length, in. 68 in 5'-8" 4 16 31% 246% 128% A, Toe Length 30 30 2'-6" 4 12 41% 325% 170% C, Heel Length 30 in 2'-6" 4 8 60% 478% 255% OTM Factor of Safety 154% 2.31 4 6 78% 624% 341% %Max Soil Bearing Pressure 84% psf 1,257 4 5 92% 736% 409% Min Soil Bearing Pressure 507 psf 4 4 112% 897% 511% %Allowable Shear Stress 60% kpsi 66 5 12 62% 497% 266% 5 8 90% 721% 399% Size OC 5 4 162% 1297% 798% Rebar"M" 5 6 116% 6 8 124% 992% 575% Rebar"N" 4 12 325% 6 6 157% 1257% 766% Rebar"O" 4 15 136% 6 4 211% 1686% 1149% t.94131R2 35PCF,xls`,Design 7/19/2016 11:01 AM Page 1 of 1