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J <br /> J <br /> o NOTES <br /> o <br /> zz 1. Wood posts for all guardrail placement plans shall be 6 x 8 <br /> w except where noted otherwise. <br /> LI- <br /> m 2. Lower hole is for Rub Rail of Type 2 and Type 3 Beam Guardrail. <br /> z <br /> 3. W6x8.5 or W6x9 steel posts and timber blocks are alternates for <br /> o 15/8" 6x8 timber posts and blocks. W6x15 steel posts and timber <br /> --+ — <br /> I; blocks are alternates for 10x10 timber posts and blocks. <br /> li!5/8" <br /> 0 WOOD BREAKAWAY POST .'i — <br /> III 4. Attach blockouts to steel posts using bolt holes on approaching <br /> i I 3/8"(IN) DIAM. HOLE traffic side of post web. <br /> N I <br /> 5/8"(IN) x 10"(IN) BOLT, i) - :, 5. When "Beam Guardrail Type -__ Ft. Long Post" is specified in <br /> NUT AND WASHER - - i <br /> 2 v the Contract, the post length shall be stamped with numbers, <br /> N, 0 1 1/2" (in) min. high and 3/4" (in) wide at the location where the <br /> --. -. <br /> 5/8I el "(IN) X 10"(IN) BOLTS, N letter"H" is shown in the ASSEMBLY DETAIL. For wood post <br /> NUTS,�� ;� j% `�� TWO(2)REQUND ISHERS-RED PER POST) ' S/a"(IN) DIAM. HOLE applications,) For steeette letter shall b applications, the letter shall be depth <br /> legible f <br /> /�/ • after the post is galvanized. After post installation, it shall be <br /> � � x 1 STEEL TUBED OPTION FOR S3 x 5.7 the Contractor's responsibility to ensure the stamped numbers <br /> i STEEL AND <br /> 1/4 SOIL PLATE CONNECTION remain visible. <br /> (SEE NOTE 6) 1/4' <br /> 1 i 6. Soil plate may be welded to foundation tube. If so, holes in <br /> 1 I T 4 soil plate and foundation tube may be omitted. <br /> SOIL PLATE i 1/4" PLATE <br /> FOUNDATION TUBE <br /> o i <br /> 1/4 2-11 TYP. <br /> -1-r i 1 <br /> EN <br /> CORNERS MAY <br /> BE CLIPPED 2"(IN) x 2"(IN) <br /> TO AID DRIVING <br /> y <br /> 8,. 1/4 <br /> FRONT VIEW SIDE VIEW <br /> -.4 <br /> ANCHOR POST ASSEMBLY G-2 POST ICK <br /> ���1 o� wAsIto ®r� <br /> S ve, % .T , <br /> (SEE NOTE 5) (SEE NOTE 5) 11101 <br /> II <br /> ®} 29023 <br /> w <br /> \� -�1 ^2020.08.27 09:45:39 <br /> -07'00' <br /> ° BEAM GUARDRAIL <br /> POSTS AND BLOCKS <br /> STANDARD PLAN C-lb <br /> SHEET 1 OF 2 SHEETS <br /> �/ APPROVED FOR PUBLICATION <br /> TIMBER POST STEEL POST c� a7'0 Date:2020.09.09 09:58:10 <br /> ANCHOR POST G-2 POST o' <br /> STATE DESIGN ENGINEER <br /> PARTIAL ASSEMBLY DETAIL ISOMETRIC V711 <br /> Washington State Department of Transportation <br />