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Union Metal Corp. TA-10035 Rev. R6 <br /> Sht. 1 <br /> West Coast <br /> Engineering Group WSDOT-PP-01 Rev. 1 <br /> KW Industries 10-200-PED-1 <br /> Rev. 7, Sheets 1, 2 and 3 <br /> Type PS Pedestrian signal standards shall conform to Standard Plan J-20.16 or to one of the <br /> following pre-approved plans: <br /> Fabricator Drawing No. <br /> Northwest Signal NWS 3540 Rev. 4 and <br /> Supply Inc. NWS 3540B Rev. 4 <br /> Valmont Ind. Inc. DB00655 Rev. K <br /> Sheets 1 2 and 3 of 3 <br /> Ameron Pole WA1OTR-1 Rev. F and Prod. Div.WA1OTR-2 <br /> Rev. C <br /> Union Metal Corp. TA-10025,Rev. R17 <br /> Sht. 1 &2 <br /> West Coast <br /> Engineering Group WSDOT-PP-02 Rev. 1 <br /> American Pole WS-PP-03 Rev. 1D <br /> Structures, Inc. <br /> IKW Industries 10-200-PED-1 <br /> Rev. 7, Sheets 1, 2 and 3 <br /> Type I Type I vehicle signal standards shall conform to Standard Plan J-21.15 or to one of <br /> the following pre-approved plans: <br /> Fabricator Drawing No. <br /> Northwest Signal NWS 3540 Rev. 4 and <br /> Supply Inc. NWS 3540B Rev. 4 <br /> Valmont Ind. Inc. DB00655 Rev. K <br /> Sheets 1 2 and 3 of 3 <br /> Ameron Pole WA1OTR-1 Rev. F and Prod. Div.WA10TR-2 <br /> Rev. C <br /> 49 <br /> Swift II BRT Boeing to Canyon Park Station—Traffic Signal 90%Special Provisions—12/1/2016 <br />