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CITY OF EVERETT - CITYWIDE BICYCLE WAYFINDING <br />STATE FUND# HLP-PB21(014) <br />WO#3786 September 25, 2023 <br /> 59 <br />3.15” is revised to read; ”FOR WALLS WITH SINGLE SLOPE TRAFFIC BARRIER, SEE 1 <br />CONTRACT PLANS” 2 <br />Sheet 1, Typical Section, callout – “FOR WALLS WITH F-SHAPE TRAFFIC BARRIER. 3 <br />USE THE DETAILS ABOVE THE MATCH LINE ON STANDARD PLAN D-3.16” is revised 4 <br />to read; ”FOR WALLS WITH F-SHAPE TRAFFIC BARRIER, SEE CONTRACT PLANS” 5 <br /> 6 <br />D-3.11 7 <br />Sheet 1, Typical Section, callout – “”B” BRIDGE APPROACH SLAB (SEE BRIDGE 8 <br />PLANS) OR PERMANENT GEOSYNTHETIC WALL BARRIER ~ SEE STANDARD 9 <br />PLANS D-3.15 OR D-3.16” is revised to read; ”B” BRIDGE APPROACH SLAB OR 10 <br />MOMENT SLAB (SEE CONTRACT PLANS) 11 <br />Sheet 1, Typical Section, callout – “TYPICAL BARRIER ON BRIDGE APPROACH SLAB 12 <br />(SEE BRIDGE PLANS) OR PERMANENT GEOSYNTHETIC WALL BARRIER ~ SEE 13 <br />STANDARD PLANS D-3.15 OR D-3.16” is revised to read; “TYPICAL BARRIER ON 14 <br />BRIDGE APPROACH SLAB OR MOMENT SLAB (SEE CONTRACT PLANS) 15 <br /> 16 <br />D-10.10 17 <br />Wall Type 1 may be used if no traffic barrier is attached on top of the wall. Walls with traffic 18 <br />barriers attached on top of the wall are considered non-standard and shall be designed 19 <br />in accordance with the current WSDOT Bridge Design Manual (BDM) and the revisions 20 <br />stated in the 11/3/15 Bridge Design memorandum. 21 <br /> 22 <br />D-10.15 23 <br />Wall Type 2 may be used if no traffic barrier is attached on top of the wall. Walls with traffic 24 <br />barriers attached on top of the wall are considered non-standard and shall be designed 25 <br />in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 26 <br />Bridge Design memorandum. 27 <br /> 28 <br />D-10.30 29 <br />Wall Type 5 may be used in all cases. 30 <br /> 31 <br />D-10.35 32 <br />Wall Type 6 may be used in all cases. 33 <br /> 34 <br />D-10.40 35 <br />Wall Type 7 may be used if no traffic barrier is attached on top of the wall. Walls with traffic 36 <br />barriers attached on top of the wall are considered non-standard and shall be designed 37 <br />in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 38 <br />Bridge Design memorandum. 39 <br /> 40 <br />D-10.45 41 <br />Wall Type 8 may be used if no traffic barrier is attached on top of the wall. Walls with traffic 42 <br />barriers attached on top of the wall are considered non-standard and shall be designed 43 <br />in accordance with the current WSDOT BDM and the revisions stated in the revisions 44 <br />stated in the 11/3/15 Bridge Design memorandum. 45 <br /> 46 <br />D-15.10 47 <br />STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” 48 <br />are withdrawn. Special designs in accordance with the current WSDOT BDM are required 49 <br />in place of these STD Plans. 50 <br /> 51 <br />D-15.20 52