Laserfiche WebLink
12 INCH WIDTH OF DRAINAGE MATERIAL <br />(DRAIN ROCK OR OTHER EQUIVALENT MATERIAL) <br />WALL BLOCK - FULL <br />2.5' x 2.5' x 5' TYPICAL <br />CAP BLOCK <br />1.25' x 2.5' x 5' TYPICAL <br />GEOTEXTILE <br />FILTER FABRIC <br />(MIRAFI 140NM OR <br />APPROVED EQUIVALENT) <br />BUS PARKING <br />EXPOSED HEIGHT r . • <br />(-4.Q_EEET MAX) <br />SUITABLE <br />3' Long Horizontal Bench . . XAATIVE SOIL <br />T ► , PROPERLY COMPACTED <br />b ` 1' APPROVED STRUCTURAL FILL 1 <br />• • + MINIMUM 95% PER ASTM D1557 <br />4 X%j( 1 <br />r•r•r•r.r■r■r•r•r• <br />ti.ti.ti. ti.ti.ti ti.ti.ti. BASE ELEVATION TEMPORARY CUT <br />r•r•r r•r•r•r•r•r• <br />.ti.ti.ti. <br />MINIMUM EMBEDMENT '�C' SLOPE (VARIES) <br />1.0 FEET <br />4" DIAMETER PERFORATED XX^ <br />6" THICK, 3.5' WIDE PVC PIPE - GRAVITY FLOW <br />COMPACTED CRUSHED ROCK TO SUITABLE OUTLET <br />BASE (PERFORATIONS ORIENTED DOWN) <br />(WALL FOUNDATION) <br />Notes: <br />1) Drawing is not to scale. <br />2) No continuous vertical seams allowed; interlock laterally within rows of blocks (running bond). <br />3) Backfill and compaction should conform to recommendations in the report. <br />4) Provide drainage behind wall as shown and as indicated in the report. <br />5) Collect drainage behind walls and outlet in a tightline to an approved facility. <br />Date:2-16-18 1 By: NG I Scale: NONE Project <br />GEOTEST SERVICES, INC. V M.S.E. Wall Detail 18-0068 <br />741 Marine Drive <br />Bellingham, WA 98225 MUKILTEO SCHOOL DISTRICT RETAINING WALL Figure <br />phone: (360) 733-7318 9001 AIRPORT ROAD <br />fax: (360) 733-7418 EVERETT, WASHINGTON <br />