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10' max. 6 � <br />�minf� <br />H/3 <br />Compacted Structural Fill Sloped to drain <br />--� <br />Pavement <br />12� ...............'.'. .6 m�n..'.'.','.�.�.'. . .�.�.�.'.•.'.'.'.'.'.'.'.•.'.','.•,'. , .. . . . <br />� . . � � . . . ..'..�.:..'.......',ri4iiiiWii ..�..,.•...,......�' ...............'............... <br />Reinforcement (see reinforcing <br />a '.'.'.'.'.'.'.'.'.'.'.�schedule at right) •.•.,,•,.,•,• • •,•,.,•, <br />� t <br />ly s. <br />(_r��� <br />�;�.Ii� <br />����. <br />q•}.�.r - <br />�►�it <br />� ��� <br />I�: <br />.� <br />�r .�.I,. <br />li���. <br />2.5 -- " , - <br />� _ , � , , ,� ,. �, , - <br />�- � <br />� Keyway 12 in. <br />� i Rlln. <br />I� <br />� � Keywoy should be sloped <br />Firm undisturbed down towards the face <br />soil to be verified being protected <br />by Soil Engineer <br />�'.' ' ' '�.;��.'.'.'.'.'.'.'.'.'.'.'.'.'.' <br />`;':' Crushed rock filter . . . . . . . . . . . . . . . . . . .'.'.'.'.'''.'.'.'.'. <br />. . . material, between Z . . . . . . . . . . . . . . . 2� .'.'.'.'.'.'.'.'.'.'. <br />., ........................... <br />•�•and 4 inch size with�••••�•�•••••••�••••••••••� <br />. ,'.'less thon 2% fines.�,'.'.'.'.'.'.'.'.'.',','.'.'.'.�.'.'.'.'.'.'.'.'.'.'.'. <br />�' . �TRTRTPf��.5'�tYP�) �;�:�:�;�:•f•;•:•;�:�:•:�:.:•:•;•;• <br />'.'.'.'.'.'.'.'.','.','.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' 2' .'.'.'.'.'.'.'.'.','. <br />"�iiiiiijiii�.��ii' . , ,��iiii�. <br />.�........�...... �..........� <br />�. .�.�.�.-.'... . . . . . . ! } . . . . . . . . .....'. � 0. S . �,...'�..'• ' ' ._ <br />3 in. min. <br />gravel bedding <br />NOT TO SCALE <br />4 in. minimum diameter <br />drain pipe surrounded by <br />clean washed 3/4" drain <br />gravel <br />Wall Height Layer No. Reinforcement Len th "L" feet Hei ht feet <br />(use Mirafi or equivolent) 9 � � g � � <br />>4 feet � Mirofi H5400 4.0 fl.5 <br />2 Mirafi HS400 4.0 2.5 <br />1 Mirafi HS400 5.0 0.5 <br />6 feet 2 Mirafi HS400 5.0 2.5 <br />3 Mirafi HS40� 5.0 4.5 <br />1 Mirafi HS400 7.0 0.5 <br />8 feet 2 Mirafi HS400 7.0 2.5 <br />3 Mirafi HS400 7.0 4.5 <br />4 Mirafi HS404 7.0 6.5 <br />1 Mirafi HS400 8.0 0.5 <br />2 Mirofi HS400 S.0 2.5 <br />10 feet 3 Mirafi HS400 8.0 4.5 <br />4 Mirafi HS400 8.0 6.5 <br />5 Mirafi HS400 8.0 8.5 <br />NORTH AND EAST REINFORCED ROCKERY <br />NOTES <br />1. REFER TO CIVIL GRADING DRAWINGS FOR WALL ALIGNMENTS AND ELEVATIONS. <br />2. ROCKERY FACING TO BE CONSTRUCTED IN ACCORDANCE W(TH ASSOCIATED <br />ROCKERY CONTRACTORS (ARC) GUIDELINES. <br />3. ROCK QUALITY SHA�L MEET WS00T SPECIFICATION 9-13.7, ROCK FOR ROCK WALL. <br />4. ALL CAP ROCKS MUST BE SECURE AND NOT ABLE TO BE DISLODGED BY HAND. <br />5. GEOTEXTILE REINFORCEMENT SHALL BE PLACED ON HORIZONTAL SURFACES OF <br />COMPACTED STRUCTURAL FILL. GEOTEXTILE SHALL BE PULLED TIGHT AND SHALL <br />BE FREE OF FOLDS OR RIDGES OF LOOSE FABRIC. <br />6. PROTECT GEOTEXTILE FROM CONSTRUCTfON DAMAGE PER MANUFACTURERS <br />SPECIFlCATIONS. CONSTRUCTION EQUIPMENT SHALL NOT TRAVEL OIRECTLY ON <br />REINFORCEMENT. ANY GEOTEXTILE THAT 15 DAMAGED SHALL BE REPLACED <br />WITH NEW GEOTEXTILE AT CONTRACTORS EXPENSE. <br />7. GEOTEXTILE SHALL BE MIRAFI OR EQUIVALENT AS SHOWN IN THE REINFORCING <br />SCHEDULE. ALL GEOTEXTILE SHALL BE CLEARLY IDENTIFIED AND LABELED IN THE <br />FIELD. ANY UNMARKED ROLLS OR PORTIONS THEREOF THAT CANNOT BE IDENTIFIED <br />SHALL NOT BE USED IN WALL CONSTRUCTION. <br />8. FOR ROCKERY HEIGHT OF LESS THAN FOUR FEET, STRUCTURAL FILL SHALL BE <br />OVERBUILT IN FRONT OF ROCKERY ALIGNMENT A HORIZONTAL DiSTANCE EQUAL TO <br />THE ROCKERY HEIGHT OR THREE FEET WHICHEVER IS GREATER. ROCKERY ALIGNMENT <br />SHALL THEN BE EXCAVATED THROUGH COMPACTED STRUCTURAL FILL TO EXPOSE <br />COMPETENT STABLE SOIL FACE AGAINST WHICH ROCKERY CAN BE ASSEMBLED. <br />.�.. <br />��<��� Terra <br />���'� .•. . • Associates, Inc. <br />• • Consuttants in Geotechnical Engineering <br />Geology and <br />Environmental Earth Sciences <br />REINFORCED ROCKERY SECTION <br />SEAWAY TRACT 9, LOT 5 <br />EVERETT, WASHINGTON <br />Proj. No. T-5471 Date JAN 2004 Figure 5 <br />