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,� STONE <br />� e�runNc ��u srsrErs <br />RETAINING WALL DESIGN <br />Version 3.3.1.152 <br />Projcct: Gubbela <br />Projcct No: G-2186 <br />Casr. Casr �1 <br />Design Method: Coulamh-�VC,14A (modified soi! inteifuceJ <br />Uesign Parametcrs <br />Soil Paramctcrs: <br />ReAjorccrl Fil! <br />Rerained 7_o�te <br />Foundalion Soi! <br />Rcin(urccd Fill 1'ype: <br />Unil Fill: <br />Q c y�cf <br />36 0 !:5 <br />J? 0 1?5 <br />J2 0 ll.; <br />?..i " minus rrave! or Crushed Smne <br />Crushed Slor�e. 1 inrh miims <br />�7inimum Dcsign Faclors of Safct�� <br />sliding: 2.00 pulloul: ?.00 <br />ovcnuming: 2.00 shcar: 2.00 <br />bcaring: 3.00 bending: 2.00 <br />unccrtaimics: 2.00 <br />connection: 2.00 <br />Scrviccability: I .00 <br />Date: Oi/09/?007 <br />DesiRner. AG <br />Rcinforcing Paramctcrs: d�fi�afiXTc Geogrids <br />Tulr RFcr RFd RFid LTUS rS Tal Ci Cds <br />3,17e 3000 1.67 IJO l?5 /30h 2.00 653 0.90 0.90 <br />- -- -- --- --- - -- — — --- <br />; Inn!)'.eis: Jl.l.\ 4.5' Case: Casc � <br />Unrl Typc: Stm�dard lS" IVa!! Ba!ler: 0.00 deg. <br />Levrling Pod: Cn�shed S(opc <br />l i'al/ N�: 6.00 fi embednrenl. I. SO jt <br />LC'L'l'r �GCJ[f i� U�SC'!: l. �� <br />Surcharge: LL: 0 psJ'unijorm surcharg t DL: 0 paf unrjorm si�rchnrge <br />Load H';drh: 0.00 jr Load Widdc Q 00 jr <br />Res'�dh': Siidin Orerturnirir Rearine <br />Facrnrs ojSnjerya 3, !y 5.6-1 11.9a <br />Calculated 6caring Pressure: 3S9 psj <br />licccntriciry at base: 034 ft <br />Rcinforcing: (R S: Ibs/R) <br />Shenr IJendir�e <br />9.81 7.92 <br />Calc. ,Ulow Tcn Pk Conn Scrv Cunn <br />I.a��er Hci ht Lene�li Tension Kcinf.'1'vne l'al Tcl " <br />l 4.00 5.0 /21 3.1'T� 653 nk 79/ d , � ok <br />1 2.00 -J.0 J6' J,1Tc 653 nk Sl' 1503 ok <br />Heinjorcirtg Qunnrines (nn ivaste irrchidedJ: <br />i,r�� t.00���ifr <br />A'07'F.: TIiF.SEC,I.CUL;iTlO�\'SAREFORPRELI,NINARS'DF.S/G�VONL3'ANDS!lOULU <br />,V07'(3F. l,SL7 �ONCONSTRCCTION IVITHOCITREVlFl4'B}'d QU�1L1FlED ENGINEER <br />Ualc 117 /0 912 0U7 <br />1'ullout <br />FS <br />3.!/ ok <br />2.39 ok <br />Pa�c I �'� <br />