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1' "� <br />, STONE <br />IIET�INIMGMIILLSiSTEYS RETAIMNG WALL DESIGN <br />Vcrsion i3.1.152 <br />Projech Gubbels <br />Project No: G-3a86 <br />Casc: Case / <br />Ucsign �1ethnd: Co�damb-�VC.14A (modifted soil in(erjace) <br />Uesign Paramcicrs <br />Soil Parametcrs: <br />Reii jarced Fi!l <br />Rerained Zo�m <br />Fowrda(io�t Soi( <br />Rcinfurccd Fill Typc: <br />Unit Fill: <br />� c �pcf <br />36 0 125 <br />i1 0 /15 <br />3? 0 115 <br />2.5"nrinus Grm•el nr Crusl;ed Slone <br />Cn�sheJStone, 1 incli miims <br />blinimum Design Factors of Safety <br />sliding: 2.00 pullout: 2.00 <br />ovenuming: 2.00 slicar: ?.00 <br />bcaring: 2.00 bcnJing: 2.00 <br />unccnaintics: 2.00 <br />connection: 2.00 <br />Serviccability: 1.00 <br />Date: 07i09/?007 <br />Designer: .IG <br />Rcinforcing Psrameters: ;Nirnfi,YTc G¢ogrrds <br />Tuft RFcr RFd RFid LTDS FS Ta! Ci Cda <br />.3,1'Tc 3000 l.67 1.f0 1.?5 1306 2.00 6.i3 0.90 090 <br />-- -- ---- - -- _-..- - - -- <br />,-1 imh�.rrs: d/�I,� 13' Case: Cm'e / <br />Uni( Type: S(mtdard 18" IVa1/ Bat�er: 0.00 �icg. <br />l.evr(ing Pad• Crushed Stone <br />It'aI1Nt• la.50jr embedmeitt1.50jr <br />r.����tQu�kfu ojfs�r: i.00 <br />Sarcharge: LL: 0 psjtmijorm surcharge DL: 0 psjunrform surcharge <br />Load R'rdrh: 0.00 ft Load IVrdd�: 0.00 jr <br />Resufts: Slidin <br />Factors oJSnjeq�: I. !0 <br />Calculated Dcaring Pressorc: '3/R p.�f <br />�cecntricity at basc: 0.95 li <br />Rcinforcing: (fl S Ibs/ti) <br />Calc. <br />Lavcr Hciel�l Lcneth Tcnsian <br />7 /3.33 10.5 63 <br />6 1 /.33 9..i l70 <br />5 9.33 3.5 277 <br />-7 7.3.i 8.5 33d <br />3 5.33 8.5 d9: <br />? 3.33 3.5 599 <br />I 1.33 3.5 334 <br />Heir jorcing Quauilres ('no icasle includu�i): <br />3.1'Tc 694 sy/J� <br />Overrurnirir <br />a.3�4 <br />Rcin f. 'I'vpc <br />3.1'Tc <br />3,17'c <br />3X7'c <br />3X7'c <br />317'c <br />3,\'Tc <br />3,\7e <br />Renrirt <br />7.?5 <br />�Ulow Tcn <br />Tal <br />65J ok <br />G53 ok <br />653 ok <br />653 ok <br />653 ok <br />65i ok <br />659NG <br />Shear <br />j..l9 <br />Pk Conn <br />Tcl <br />7Q: ak <br />SOJ at <br />S26 ok <br />�4�18 ak <br />870 ok <br />393 ok <br />915 ak <br />Rendin <br />l.3.69 <br />Scrv Cunn <br />Tsc <br />1a58 ok <br />1 a90 ok <br />1521 ok <br />1553 ok <br />; 58a ok <br />l6I5 ok <br />16d7 ok <br />NOTE: TNESECALCUL;if10�\'S:IRF!'ORPRELl:LIlN,dXYUES/GNONL}'ANDSNOULD <br />,\'OT UF. USED FOR CONSTRGCTION IPl7'HOUT REVIEIY /3)',1 QUALIFlED ENGINEER <br />Puliout <br />FS <br />3.50 ak <br />a.06 ak <br />a.60 ok <br />3. /8 ok <br />> 10 ok <br />>!O ok <br />> l 0 o.t <br />I�alc 07/092007 Pogc I <br />