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Y1I:1A�xJ Flnuhcd(-dL ue�h—non Shed L'i 11 1 <br /> F E� I <br /> i <br /> 1 I <br /> 6$a <br /> 1 I I <br /> RETAINING WALL PROFILE PLAN <br /> RETAINING WALL NOTES/REQUIREMENTS: <br /> I. SEE OETNL A/s]FOR TYP—-AWM EARTH WORK REWIREMWS <br /> FOR RETNNeiG WALLS. <br /> ]. RETAAWG WKLS RAVE KEN DM—.AS'REM-ROCK'RElNN6NG <br /> NKIS A:SHALL BE INSTA i O P[II THE—'A RECOMMENM . <br /> ]. SEE Sf m f GENERAL STRIICTLMAL NOTES,DESIGN LONE. <br /> CONSTROCT-RENRAOENTS,AATFRAL DEwwr'ONS NID TYPIGL <br /> DEGAS NOT SPECO1 Y RETERFNC0 MR Rwk SHALL APPLY TO <br /> THE APPROPRIATE COIdTT0115. <br /> A. REBlORCm RETARANG WILLS NAAi BEEN OESMMKD FUR GEWMO <br /> MATS Of~MIPAWND. SEE SPEMC DETAILS AND GENERAL <br /> NOTES FOR INSTALATM Y ADON'L.INFO. E]e0 <br /> 5. THE RETNNINO WALL DESIGNS ARE MUD ON A GEOTECH&CAL <br /> REPORT BY CLC ASmCAIES.CLC JJppBB��12-ODDS.DATED APRE NvrN MT ) <br /> 6,2012 ANO NXAIpINL RECOWENOAINN15 m CLC ASSMAICS. <br /> TAPS REPORT SI AN INIETHE PARS OF THESE PLANS AND SwLL <br /> TH KEPT REPORT <br /> SITE WITH THE PLANS AT ALL TBIES. <br /> WILSON STRUCTURAL <br /> ENGINEERING, INC. <br /> 1ESS TNOROOONBRED BD. <br /> DU <br /> PN <br /> PIwN: ioCO 01103 583-6774 <br /> .reoraco eTwcTUBu waN— nu HAMS: <br /> UJILDCAT MINE 05912.S2 <br /> .ecBw TAlo.o Iefi.Iwlb YMAEL INW[CT: <br /> 01912 <br /> S1[CI: <br /> IVArew WAu TNIKAE <br /> DRAMA: CMCR[0: MIF: <br /> s-6-2OI2 OT SA <br />