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CITY OF EVERETT - CITYWIDE BICYCLE WAYFINDING <br />STATE FUND# HLP-PB21(014) <br />WO#3786 September 25, 2023 <br /> 60 <br />STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” 1 <br />are withdrawn. Special designs in accordance with the current WSDOT BDM are required 2 <br />in place of these STD Plans. 3 <br /> 4 <br />D-15.30 5 <br />STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” 6 <br />are withdrawn. Special designs in accordance with the current WSDOT BDM are required 7 <br />in place of these STD Plans. 8 <br /> 9 <br />F-10.18 10 <br />Note 2, “Region Traffic engineer approval is needed to install a truck apron lower than 3”.” 11 <br />- DELETED 12 <br /> 13 <br />J-10.10 14 <br />Sheet 4 of 6, “Foundation Size Reference Table”, PAD WIDTH column, Type 33xD=6’ – 15 <br />3” is revised to read: 7’ – 3”. Type 342LX / NEMA P44=5’ – 10” is revised to read: 6’ – 10” 16 <br />Sheet 5 of 6, Plan View, “FOR EXAMPLE PAD SHOWN HERE:, “first bullet” item, “-17 <br />SPACE BETWEEN TYPE B MOD. CABINET AND 33x CABINET IS 6” (IN)” IS REVISED 18 <br />TO READ: “SPACE BETWEEN TYPE B MOD. CABINET (BACK OF ALL CHANNEL 19 <br />STEEL) AND 33x CABINET IS 6” (IN) (CHANNEL STEEL ADDS ABOUT 5” (IN)” 20 <br /> 21 <br />J-10.16 22 <br />Key Note 1, Standard Plan J-10.30 revised to Standard Plan J-10.14 23 <br /> 24 <br />J-10.17 25 <br />Key Note 1, Standard Plan J-10.30 revised to Standard Plan J-10.14 26 <br /> 27 <br />J-10.18 28 <br />Key Note 1, Standard Plan J-10.30 revised to Standard Plan J-10.14 29 <br /> 30 <br />J-20.10 31 <br />Elevation View, horizontal dimension to edge of sidewalk 10” (IN) OR LESS DESIRABLE 32 <br />~ 18” (IN) MAXIMUM is revised to read: “10” (IN) MAXIMUM” 33 <br /> 34 <br />J-20.26 35 <br />Add Note 1, “1. One accessible pedestrian pushbutton station per pedestrian pushbutton 36 <br />post.” 37 <br /> 38 <br />J-20.16 39 <br />View A, callout, was – LOCK NIPPLE, is revised to read; CHASE NIPPLE 40 <br /> 41 <br />J-21.10 42 <br />Sheet 1, Elevation View, Round Concrete Foundation Detail, callout – “ANCHOR BOLTS 43 <br />~ ¾” (IN) x 30” (IN) FULL THREAD ~ THREE REQ’D. PER ASSEMBLY” IS REVISED TO 44 <br />READ: “ANCHOR BOLTS ~ ¾” (IN) x 30” (IN) FULL THREAD ~ FOUR REQ’D. PER 45 <br />ASSEMBLY” 46 <br />Sheet 1 of 2, Elevation view (Round), add dimension depicting the distance from the top 47 <br />of the foundation to find 2 #4 reinforcing bar shown, to read; 3” CLR.. Delete “(TYP.)” from 48 <br />the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to find 49 <br />2 # 4 reinf. Bar. 50 <br />Sheet 1 of 2, Elevation view (Square), add dimension depicting the distance from the top 51 <br />of the foundation to find 1 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from 52