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FENCE/PEDESTRIAN RAIL <br /> KEYSTONE STANDARD BLOCK <br /> 8"X18"X21.5"OR EQUAL (TYP.) <br /> —N.\ <br /> V„,k-: <br /> tom " -iv, %r ,.. <br /> - GRANULAR STRUCTURAL FILL <br /> r <br /> (SEE NOTES) OR COMPETENT <br /> NATIVE SOILS <br /> 4' 1 <br /> MAX 8 k <br /> 12"WIDE DRAIN COLUMN 1/2"TO 1 " <br /> CLEAN CRUSHED ROCK NO FINES <br /> I ' .4, Wk <br /> pl, <br /> i i <br /> 1 MIN. -.N. ' i;. <br /> ! ' <br /> 6" 3' MIN. 4" PERFORATED DRAIN PIPE <br /> TAKEN TO APPROVED POINT <br /> OF DISCHARGE (TYP.) <br /> COMPETENT NATIVE SOILS COMPACTED 5/8"CRUSHED <br /> ROCK LEVELING PAD (TYP.) <br /> 8"X18"X21.5" <br /> GRAVITY KEYSTONE.STANDARD BLOCK WALL <br /> NOT TO SCALE <br /> GENERAL NOTES <br /> ALL STRUCTURAL FILL TO BE PLACED AND COMPACTED PER GEOTECHNICAL REPORT <br /> PREPARED BY TERRA ASSOCIATES, INC. PROJECT NO.T-6116-2, DATED OCTOBER 14, <br /> 2015.STRUCTURAL FILL IN REINFORCED ZONE SHALL BE GRANULAR MATERIAL WITH A <br /> MAXIMUM AGGREGATE SIZE OF 3 INCHES AND A MAXIMUM OF 30 PERCENT PASSING <br /> THE NO. 200 SIEVE(FINES CONTENT)BASED ON THE 3/4"GRAVEL FRACTION. <br /> - <br /> :y .,; Terra KEYSTONE BLOCK WALL <br /> I , ��'�''ti' PROPOSED STORAGE BUILDING <br /> 't'\.••••`• Associates! Inc. EVERETT, WASHINGTON <br /> • - Consultants in Geotechnical Engineering <br /> Environomental and <br /> Sciences Proj.No.T-6116 2 1 Date JAN 2016 Figure 2 <br />