Laserfiche WebLink
Silty Sand, Fine to Medium Sand- Internal Angle of Friction 4?) = 30' <br /> Condition A- No Back Slope, No Front Slope, No Surcharge <br /> 10'-i6" Standard Batter Wall <br /> 40' Stone Backfill REQUIRED <br /> 28Top Block Swale As Needed and Grade <br /> to Drain Away From Wall <br /> - Nen-Woven <br /> ootextile Fabric <br /> rtm(.,;€, 0• ;• <br /> amall."111111W .„ Crushed Stone Backflil <br /> 41811iirMI <br /> Move Blocks Forward During— (ASTM No.67 or Equivalent) <br /> Installation to Engage Shear 111.11M,: „, „:1`,*.with -40'Minimum Placed 7,, <br /> Knobs(Typical) * zi From Back of wall to Native Soil <br /> $14 I.,Oft ,0" •Vtir <br /> ti$,CtINPPS, .1.4,P,4titt`4,4'•4 .;44,41444*-041, <br /> sa ,414404* 444441. 1,114°,1 •'04-7$10 <br /> 414,:t '11E3 ,:745.. <br /> MOW "Vtr.K. kiet.,4,OPP <br /> n*IP: • <br /> SB <br /> (Exposed Wall Face) <br /> Se <br /> " ev, <br /> ti4;40Ski` <br /> .„„ <br /> w 3,9 <br /> Non-Woven Geotextile Fabric <br /> I . Native Soil Must Be Excavated <br /> 4 `/%',.g/ <br /> and Removed to I on I or <br /> Ground Leval % 1?"14Flatter <br /> 0'-6"(htin_fluty Depth) Base Elevation <br /> NATIVE SOIL <br /> *.1 , Silty Sand,Fine to Medium Sand <br /> p event!Pod) `,119051. Yee with an internal Arigle of Friction, <br /> ":"kiegtV4 <br /> 30' <br /> Perforated Drain wi Sock <br /> (Or As Specified by Engineer) <br /> (Gravity Drain to Outlet) <br /> Crushed Stone Leveling Pad <br /> (ASTM No.57 or Equivalent) <br /> PRELIMINARY SECTION <br /> (No Scale) <br /> •This drawing is for reference only <br /> •Final designs 1st consfructon must be prepared b a re /stared Professionai Engineer using the Wool condibons of the proposed she <br /> Finalcall design mast address both internaland external drains n and shall be evaluated by the Professional Engineer who is responsible far the wall design <br /> 17;:rar <br /> E.SHAFER PRELIMINARY WALL SECTION <br /> APPROVED riY <br /> Silty Sand, Fine to Medium Sand with =301 <br /> CAM <br /> 2, <br /> No Back Slope, No Front Slope, No Live Load Surcharge IIITE NATIONAL fiC <br /> Nov, 2010 <br /> ,smut RD DRAWING rak o5491 US 31 SOUTH CHARLEVOIX.MI 4517c <br /> 1 OF i A3000_0_126 dreg 866.22244M 2.31,237-9521 f • f rC4.1, <br /> V A <br />