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2.PS raOM THW FSI CORNER OF DFCK TO THK tAKF <br />A STEPS WILL BE CONSTRUCTED OF PINE THAT HAS BEEN 01>0 CCA <br />PRESSURE TREATED THE STEPS WILL BE 42 INCHES WIDE X 36 <br />INCHES I ONG X 6 INCHES HIGH BETWEEN EACH STEP WIITCH IS <br />APPROXIMATELY 36 INCHES. WILL BE 15 INCH R1\TR ROCK VHICH <br />WILL BE t^-DERLAIN BY PLASTIC THE STEPS WILL FOLLOW THE <br />EXISTING CiRADE .AND RETAINING WALL “B , LENTIL THEY ARE <br />ANGI ED IN THE SAME DIRECTION AS THE IXKK THE STEPS WTLL <br />NOT BE BURIED MORE THAN 5 INCHES BENEATH THE SURFACE OF <br />THE GR/ E THE STEPS WILL BE LOCATED IN THE SAME POSITION <br />AS THE PREVIOUS STEPS PRIOR TO THE PROPOSED IMPROVEMENTS <br />THE STEPS .ARE MARKED ON THE SURV'EY WITH THE LETTE.R C <br />B EACH STEP WILL DROP APPRO.XI.MATELY 6 INCHES FROM THE <br />PREVIOUS STEP UNTIL THE STEPS LEVTiL OUT NEAR THE L.VKE. IT IS <br />IMPORTANT TO NOTE THAT THE STEPS ARE REPLACING IN <br />LOCATION AND SIZE THE PREV IOUS STEPS WHICH H.VD ROTTED <br />OUT <br />3. TIMBERS LINING DRIVEWAYS U\ \M> ^2 <br />A DRIVEWAYS AND ARE CURRENTLY LINED WITH 8 IT, 6X6 <br />ASPEN TIMBERS THESE WILL BE REPLACED IN THE E.XACT LOCATION <br />AS THE EXISTING TIMBERS WITH 0 60 PRESSURE TREATED PINE THE <br />TIMBERS WILL FOLLOW THE GRADE OF THE EXISTING DRIVEWAY. <br />SINCE THESE STILL EXIST THERE WILL BE NO CH.ANGE TO THE <br />HARDCOV ER CA1.CULATIONS <br />A SILT FENCE SILVLL BE INSTALLED TO INSURE MINIMAL RUN OFF INTO THE <br />LAKE THIS SHOLT-D BE INSTALLED BY 10-14-94