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1802 75TH ST SW 2021-12-30
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1802 75TH ST SW 2021-12-30
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Last modified
12/30/2021 12:11:01 PM
Creation date
8/20/2021 7:30:04 AM
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Address Document
Street Name
75TH ST SW
Street Number
1802
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WOLMANIZED PRESSURE TREATEC <br />WOOD POST (4'X4') <br />SRW CAP UNIT (181/4"x101/2"x4") <br />TRI-PLANE FACE COLOR GREY. <br />SECURE TO UNIT` BELOW WITH <br />HIGH STRENGTH ADHESIVE, TYP. <br />3'-0" <br />SRW UNIT <br />(18"x%"x8") <br />TRI-PLANE FACE, <br />COLOR GREY <br />FILL ALL VOIDS <br />IN SRW UNITS <br />WITH CRUSHED <br />co SURFACING TOP o <br />M COURSE (CSTC) n <br />4" THICK <br />u EXISTING COMPACTED <br />w SUBATAT[ON ROCKTPERIMETER <br />5 ROCK <br />a BASE BC <br />WEED CONTROL <br />FABRIC <br />TOP CAP <br />TREATEQ WOOD <br />RAIL (2 x6'), TYP <br />CEDAR BOARD ONV) <br />SCREWED TO NORTH <br />SIDE OF RAIL, TYP <br />"SLEEVE -IT" POST SHOE <br />OR APPROVED EQUAL <br />'1 <br />I I�I) 1=1 I III <br />FILTER FABRIC ON TOP, <br />NEIk <br />ABACK AND BOTTOM OF <br />CUR <br />_DRAIN ROCK <br />NEW <br />- <br />� <br />j'°p <br />.1 I I-1I I I I <br />`-DRAIN ROCK <br />ROC <br />TYP <br />— <br />6"0 RIGID WALL PERF PVC <br />PIPE WITH PERFORATIONS <br />DOWN <br />—CSBC LEVELING PAD <br />I I-- <br />�--SAND OR CSTC <br />FOR FINAL LEVELING <br />SEGMENTAL RETAINING <br />WALL TYPICAL SECTION A <br />w, - 1'-0" K5 <br />SHARED TRENCH SECTION B <br />1/4" - T—O" K5 <br />CUR <br />NVA <br />ROC <br />1 2'-6" <br />TYPICAL PERFORATED <br />PIPE SECTION C <br />z4" = V-0" K5 <br />ELEVATION VIEW <br />TYPICAL STEP TRANSITION 1 <br />Ya" - T-0" <br />-1 <br />0 W <br />WOLMANIZED PRESSURE <br />3 <br />CEDAR BOARD 0"x6') <br />TREATED WOOD <br />3 <br />c - <br />3 <br />T EAT WOOD POST <br />(4R'X4' ), TYP <br />w <br />SCREWED TO NORTH <br />SIDE OF RAIL, TYP <br />RAIL (2"x6" ), TYP�� <br />y <br />STA - 1+02 <br />z <br />TOP CAP, <br />STA - 0+84 <br />STA = 0+63 <br />STA = 0+42 <br />STA = 0+33 <br />mF573 <br />STA = 0+00 <br />J <br />OW 571.5 <br />�73 <br />w <br />TYP <br />a <br />TOW--571.5 <br />TOW 571.5 <br />TOW - 570.82 <br />TOW = 570.16 <br />45416 <br />C75TF.K" <br />74 <br />i <br />_. <br />� <br />I. <br />i 1 <br />�T \r135t <br />. <br />}..... <br />_ _... <br />, _..i <br />1.. j <br />_.. <br />572 ---SNOHOMISH <br />COUNTY <br />571 <br />— _ __._ <br />_— <br />_ _ __ <br />_,_570 _ _ <br />aueuc UTattY DISTRICT No I <br />- <br />568 <br />t - _. _ _ <br />_ _.. <br />_ _ <br />— <br />568 <br />ORDER- 100026553 <br />' <br />) <br />— <br />567 <br />t <br />/ -- <br />.._ <br />-- -- ,. _.. <br />_ . .. <br />- _ <br />_...... __--...... <br />567 <br />OPERATION <br />566 ..... .. <br />! ._.. _.. _. _. . <br />-1+00 <br />....__ <br />... <br />566 <br />0+90 <br />0+80 <br />0+70 0+60 <br />0+50 <br />0+40 0+30 <br />0+20 0+10 <br />0+00 <br />SCALE NOTED <br />1 <br />APPROX FINISHED <br />GRADE AT SUBSTATION <br />LEVELING PAD APPRET FINISHED GRADE <br />DFTR DPA <br />SIDE OF WALL <br />SEGMENTAL <br />RETAINING WALL <br />PROFILE D <br />ON RETAINED SIDE OF WALL <br />'A"= t'-o" <br />K5 <br />CHKR <br />ENGR <br />APVD (V¢� <br />- <br />DATE 11j�3�f <br />TWENTIETH <br />AVENUE <br />SUBSTATION <br />GRADING AND <br />12 6 <br />0 1 2 3 <br />DRAINAG ETAILS <br />CALL 48 HOURS <br />3/4" - 1'-O" SCALE IN FEET <br />J �; <br />BEFORE YOU DIG <br />1-800-424-5555 <br />12 0 1 2 3 <br />° <br />--DRAWING <br />IA"- <br />1'-0�SCAL�E IN FEET <br />REV <br />1 <br />1 S-76-K6 <br />
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