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11831 AIRPORT RD WHOLE SITE FILE 2020-01-21
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11831 AIRPORT RD WHOLE SITE FILE 2020-01-21
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Last modified
1/21/2020 11:19:57 AM
Creation date
6/18/2019 1:36:16 PM
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Address Document
Street Name
AIRPORT RD
Street Number
11831
Tenant Name
WHOLE SITE FILE
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• <br /> crossings. Where left turn lanes are needed, the left turn lane shall be 12'wide. The <br /> design speed shall be 45 mph during construction. <br /> 4) 128th Street SW/Airport Road — 1-5 to SR 99 <br /> Unincorporated Snohomish County <br /> At minimum, the following shall be maintained: 3— 11'through lanes during single lane <br /> closures and 2— 11' through lanes (one in each direction) during multiple lane <br /> closures; 4' shoulders and/or sidewalk for pedestrian/bicycle traffic; pedestrian <br /> crossings. Where left turn lanes are needed, the left turn lane shall be 12'wide. The <br /> design speed shall be 35 mph during construction. <br /> 5) Airport Road — SR 99 to SR 526 <br /> City of Everett/ Unincorporated Snohomish County <br /> At minimum, the following shall be maintained: 5— 11'through lanes (minimum of two <br /> in each direction); 4' shoulders and/or sidewalk for pedestrian/bicycle traffic; <br /> pedestrian crossings. Where left turn lanes are needed, the left turn lane shall be 12' <br /> - wide. The design speed shall be 35 mph during construction. <br /> 6) Type 1 &Type 2 raised pavement markers in accordance with Standard Plan M-20.50- <br /> 00 are required for long term temporary pavement marking. Paint may be used for <br /> edge lines and for all lines on side streets. Markers and paint shall be removed, or <br /> renewed for each stage as needed. <br /> 7) Traffic Control Plans shall include site specific plans for pedestrian re-routing during <br /> construction. A safe pedestrian route that is a minimum 4-foot width shall be provided <br /> at all times during construction. Pedestrian re-routing may include on-site re-routing <br /> around construction or pedestrian detours at nearby signalized intersections. For <br /> project locations with specific site constraints, pedestrian re-routing onto the existing <br /> road shoulder will be considered if sufficient separation and protection is provided for <br /> pedestrians from vehicular traffic. <br /> 8) Traffic control plans may require coordination with adjacent projects as noted in <br /> Special Provision Section 1-05.14. <br /> 1-10.4 Measurement <br /> 1-10.4(3) Reinstating Unit Items With Lump Sum Traffic Control <br /> Section 1-10.4(3) is supplemented with the following: <br /> (August 2, 2004 WSDOT GSP) <br /> The bid proposal contains the item "Project Temporary Traffic Control," lump sum and <br /> the additional temporary traffic control items listed below. The provisions of Section 1- <br /> 10.4(1), Section 1-10.4(3), and Section 1-10.5(3) shall apply. <br /> Uniformed Officers will be measured by the hour for the time that each officer is <br /> on-site. <br /> Community Transit Swift II BRT DRAFT Special Provisions SP9 <br /> November 2016 <br />
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