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YF. 4,a°. 12" GRANULAR STRL <br /> - �" (SEE NOTES) <br /> ' LAYER 4 <br /> ' <br /> 0.0 <br /> EXPOSED ' 'tist4se4 <br /> ..,. �4.4.i , 7 <br /> HEIGHT 32 • r <br /> f <br /> IA 12"WIDE DRAIN COLUM <br /> IIIMIArrCLEAN CRUSHED ROCK <br /> LAYER 2 <br /> AN..ate.44 470.4 Let <br /> EMBEDMENT LAY-5E11 <br /> I iNtord_ GEOGRID <br /> i +� � "s ;. ,X AND NOTE <br /> y•fi <br /> I THE FOLLOWING 6" 3'MIN. II. 4" PERFORATED DRAIN <br /> )STRATIONS PURPOSES TAKEN TO APPROVED I <br /> IFICATIONS ARE OF DISCHARGE (TYP.) <br /> COMPETENT NATIVE SOILS COMPACTED 5/8"CRUSHEE <br /> ROCK LEVELING PAD(TYP. <br /> REINFORCED MSE BLOCK WALL <br /> NOT TO SCALE. <br /> 3S FOR WALL ALIGNMENT AND ELEVATIONS. <br /> 'ROM BACK OF DRAINAGE COLUMN. <br /> ON HORIZONTAL SURFACE OF COMPACTED STRUCTURAL FILL AT ELEVATIONS SHOWN ON SCHEDULE. <br /> BHT BEHIND WALL. STAKE END OF GEOTEXTILE AS REQUIRED TO MAINTAIN TENSION BEFORE COVERING <br /> 3TRUCTION DAMAGE PER MANUFACTURERS'SPECIFICATIONS. CONSTRUCTION EQUIPMENT SHALL NOT <br /> E.ANY GEOTEXTILE THAT IS DAMAGED SHALL BE REPLACED WITH NEW GEOTEXTILE AT CONTRACTORS' <br /> ON SCHEDULE.ALL GEOTEXTILE SHALL BE CLEARLY IDENTIFIED AND LABELED IN THE FIELD.ANY <br /> THEREOF THAT CANNOT BE IDENTIFIED SHALL NOT BE USED IN WALL CONSTRUCTION. <br /> S ALONG THE BACK OF THE WALL, INCLUDING CURVES AND CORNERS. <br /> ED AND COMPACTED PER GEOTECHNICAL REPORT PREPARED BY TERRA ASSOCIATES, INC <br /> r ,..t AMMA I TVDI1 MI <br />