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�� STONE �� <br />� �r�iMi�s�uLsrsr�s RETAINING WALL DESIGN <br />Vcrsion 33.1.152 <br />Project: Gubbels <br />Project No: GN86 <br />Case: Case S <br />Ucsign Methad: CaJomb-NGYIA (modifred soil inlerjaceJ <br />Design I'aromctcrs <br />Soil Parameters: <br />Reinforced Fi!! <br />Refained7.one <br />Foundarion Sorl <br />Rcinforced Fill Typc: <br />lJnit Fill: <br />� c •r ncf <br />36 0 1?5 <br />32 0 125 <br />i? 0 1?5 <br />�.5" minta• Gruvel or Cruslred Stone <br />Cnrslied S1ane, 1 inch minus <br />Minimum Design Factors of Safcty <br />sliding: 2.00 pullout: 2.00 <br />ovcnuming: 2.00 shcar: '_'.00 <br />bc�rine: 2.00 bcnding: '_.00 <br />unccrtaintics 2.00 <br />comicction: ?.00 <br />Scrviceabiliry: 1.00 <br />Date: 07/09/3007 <br />Designer: AG <br />Reinforcing Paramuters: �lfirafi,l'Tc Geogrrds <br />Talf RFc� XFd HFrd LTDS FS Tul Ci Cds <br />3,1?c 3000 1.67 /.10 1.15 1106 ?.00 6.i3 0.90 0.90 <br />Annl��six: Jf.L\' 3' ---- ----- -- - Case: Case 5 <br />Unif Type: S(undurd h4" IVaI! Balfer: 0.00 deg. <br />I.crelriig Pod: Cncshed °tone <br />R'a!l H1: y.50 j( embedment f.50 ft <br />t.ere! RacAf!/ Offser: 1.00 <br />tiurcharge: LI,: 0 pajunijorm surcharga DL: 0 psf unrjorm stvchnrge <br />Load IVrdrlr. O.00jt Laad fVrd�h: O.00J1 <br />Xesu/!s: Slidii� <br />Faclors ojSn(ety: 3.O.i <br />Calculated Hearing Pressure; 1522 psj <br />Bcccntricity at basc: 0.63 ft <br />Rcinforcing: (fl ,& Ibs/li) <br />Calc. <br />L:� Ileielt� Lenetl� Tensinn <br />5 8.67 7.S JO <br />a 7.33 6.5 IOd <br />3 5.33 5.5 ?3�1 <br />? 3.33 5.5 33/ <br />1 1.3J S.S 51? <br />Reii jor; ing Qnnruitres (no �rarre included): <br />9X7'a 3.99 sv/jt <br />Ove�tnrurnp <br />a.'7 <br />ReinL Tvnc <br />i,l?c <br />J,1Tc <br />3,17'c <br />3.1?c <br />i,\7c <br />Rearin <br />S.1 ' <br />,Ulow Tcn <br />Ta I <br />653 ak <br />653 ok <br />653 ok <br />653 ok <br />6.i3 ok <br />Shear <br />7. 7/ <br />Pk Conn <br />Tcl <br />773 ok <br />793 ok <br />91 S ok <br />SJ 7 ok <br />S59 ok <br />Bendine <br />13.86 <br />Serv Conn <br />Tsc <br />Id53 ok <br />!{7./ ok <br />1505 ok <br />1537 ok <br />/563 ok <br />�\'OTF.: THESE CdLCUl.:17'10,4'S ARE FOR PRELLI9/N:I RS' DES/GN ONL}' AND SHOULU <br />,VOT (3F USF.D FOR COA'S7'XUCTION H'ITHOUT REVlEIi' B)'A QUALIFlED ENGINEER <br />Puilaul <br />FS <br />�7.07 ok <br />1.33 oS. <br />2.63 ok <br />6.?/ ok <br />3.13 ok <br />Dmc 07/09l3007 Pagc 1 <br />