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W — SEE TABLE I <br />12116 x 6 TIMBER POST, OR <br />ACTUAL W6 x 8.5 OR W6 x 9 <br />STEEL POST' <br />(SEE NOTES 1 & 5) <br />3.1/4" <br />GROUND LINE <br />SLOPE BREAK <br />16 : 1 OR FLA TER POINT <br />SLOPE <br />SEE TABLE <br />TYPICAL SECTION — WITHOUT CURB <br />(6'- 9" POSTS) <br />RAIL ELEMENT <br />6 x 12 SLCKOUT <br />(SEE NOTE 4) <br />1 6 x 6 TIMBER POST OR <br />6 x 8.5 OR W6 x 9 STEEL <br />POST (SEE NOTES 1 & 5) <br />3' - 1 1 /21, <br />AIM <br />TYPICAL ELEVATION <br />13' 6 11211 <br />4 1/4" I 3' - 1 1 /2" ' - 3'f 3' -1 1 /2" <br />(TYP.) 41/411 SYMMETRICAL T <br />(I TYP) ABOUT "' I <br />" (TYP.) <br />I <br />3/4" (IN) x 2 1/2" (IN) TYPICAL NAIL ELEMENT <br />_ E <br />O <br />5/6Y (IN) x 14"(IN) BUTTON HEAD BOLT <br />WITH 7/32" (IN) OVAL GRIP AND a _ <br />_ I RECESSED HEX NUT (TYP.) _ <br />(SEE NOTE 6) 3/4" (IN) DIAM. HOLE THROUGH <br />BLOCK FOR TIMBER POST <br />PLAN VIEW ATTACHMENT <br />WOOD BLOCK <br />FACE OF (SEE NOTE 4) <br />RABBI ER <br />SHOULDER W — SEE TABLE - — <br />6 x 12 ULOCKOUT 12" 6 x 3 TIMBER POST OR <br />(SEE NOTE 4) ACTUAL UAL W6 x 6.5 OR W6 x 9 STEEL <br />POST (SEE NOTES 1 & 5) <br />z <br />11,E PERMISSIBLE CURB <br />PLACEMENT AREA <br />SLOT (TYP.) <br />1/4" (IN) OR 13/1 "(IN) DIAM. HOLE <br />FOR ANTI -ROTATION 16d NAIL (TYP.) <br />(1/" DIAM. HOLE SHOWN) <br />(SEE NOTE 7) <br />6 x 8.5 x 6'(FT) OR <br />W6 x 9 x 6'(FT) LONG <br />STEEL POST <br />11 (SEE NOTES 1 & 5) <br />3/4" (IN) DIAM. HOLE <br />THROUGH BLOCK FOR OUT WASHER <br />STEEL POST ATTACHMENT (TYP.) <br />ANTI-ROTA7 <br />3/4" (IN) OR 1 /16" (IN) DIAM. y . 5/6" (IN) RECESSED NAIL 16d (T) <br />DOLE FOR BUTTON HEAD HEX NUT (TYP.) <br />BOLT (TYP.) STEEL POST <br />6 )c 3 x 6' (FT) LONG J< (SE <br />COPE 1 EMBANKMENT TABLE <br />FOR. STD. 6' POSTS <br />SLOPE <br />W (FT) <br />2H : 1V OR FLATTER <br />2.5' MIN. <br />STEEPER THAN 2H : 1 <br />BUT NOT <br />4.0' MIN. <br />STEEPER THAN 1 H : 1 V <br />(SEE NOTE 2) <br />6 x 3 TIMBER POST OR <br />W6x8.5OR 6 x 9 <br />3 1/4" STEEL POST (TYP.) <br />FACE OF 1 F GROUND LINE <br />CURD LIMIT � <br />SLOPE BREAK <br />10 : 1 OR FL TER POINT <br />SLOPE <br />_SEE TALE <br />EXTRUDED CURS TYPE 1, 2, , 4, 51 <br />OR 6, (SEE CONTRACT FOR TYPE).. <br />TIMBER POST <br />(SEE NOTES 1 & 5) <br />fSEF NOTE 31 <br />ANTI -ROTATION <br />NAIL 16d (TYP.) <br />iII I <br />RAIL ELEMENT <br />(TYP.) <br />FOR E?&TRUUEI CURLS UETAILS, <br />x <br />SEE STANDARD PLAN F410.42 ELEVATION VI�1�/ III l 16" (IN) x 1 1/4" (IN) BUTTON BEAU BOLT <br />WITH 7/32" (IN) OVAL GRIP TYP.) <br />TYPICAL SECTION WITH CURB � AND RECESSED HEX NUTS <br />(6'- 0" LONG POSTS) EIGHT 0 REQUIRED PER SPLICE <br />BEAM GUARDRAIL TYPE 31 <br />SCALE: N.T.S. <br />€ BUTTON <br />WITH 7/32" (IN) OVAL GRIP AND <br />RECESSED HEX NUT (TYP.) <br />OMETRIC VIEW <br />CIE <br />1, Refer to Standard Plea -1 b and -0.11 for <br />additional details not shown on this plan. <br />. Extend Shoulder pavement to provide a base for the <br />extruded curb. See Contract Plebs for exceptions t <br />distances shown. <br />• Use a Single block or combination Of blocks (no mor( <br />than two () to achieve the actual 1 " (in) offset. <br />See Standard Specification, Section 0-16. (), <br />Wood blocks Shall be secured to the posts with anti - <br />rotation Fails. If combination blocks are used, the <br />adjacent blocks Shall be toenailed with two 16d <br />galvanized nails to prevent block rotation. <br />4. Wood blocks are shown. Blocks of an approved <br />alternative material may be used. See Standard <br />Specification, Section 0-16.(). <br />. All posts for any standard barrier run Shall be of the <br />Same type: timber or Steel.. <br />. Attach blockoutsto Steel posts using bolt holes <br />n approaching traffic Side Of post web. <br />7.Anti-rotation holes in Steel posts are not required <br />when using blocks with anti -rotation features <br />(.., routed blocks). <br />ANTI -ROTATION <br />NAIL 16d (TYP.) <br />_ 5/3" (IN) RECESSED <br />f IBEX NUT (TYP.) <br />x 12 RLOCKOUT (TYP.) <br />T (SEE NOTE 3) / <br />r <br />BEAM GUARDRAIL TYPE 31 <br />SHEET 1 OF 1 SHEET <br />9/16/2020 <br />NOTE: <br />1. GALVANIZED GUARDRAIL TO DE COATED WITH <br />PVC PER MANUFACTURER SPECIFICATIONS <br />4815 CENTER STREET TACOMA, WA. 98409 <br />PHONE: (253) 474-9449 FAX: (253) 474-9449 <br />http://www.sitts-hill-engineers.comf Kennedy/Jenks Consultants <br />Project No., 18,815 Project Mgr.: DCD 32001 32nd Avenue South, Suite 100 <br />Federal Way, WA 98001 <br />L <br />