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CITY OF EVERETT WEST MARINE VIEW DRIVE/ALVERSON AND 41 ST ST/GRAND AVE <br />PEDESTRIAN IMPROVEMENTS <br />STATE FUND# HLP-PB15(032) <br />WO #3630 July 25, 2024 <br />106 <br />1 signature, original seal, registration number, and date of expiration. <br />2 The cover page shall include the contract number, contract title, <br />3 and sequential index to calculation page numbers. Two copies of <br />4 the associated design calculations shall be submitted for approval <br />5 along with shop drawings. <br />6 <br />7 Details for handholes and luminaire arm connections are available <br />8 from the Bridges and Structures Office. <br />9 <br />10 Foundations for various types of standards shall be as follows: <br />11 <br />12 Type PPB As noted on Standard Plan J-20.10 <br />13 Type PS As noted on Standard Plan J-21.10 <br />14 Type I As noted on Standard Plan J-21.10 <br />15 Type FB As noted on Standard Plan J-21.10 <br />16 Type RM As noted on Standard Plan J-21.10 <br />17 Type CCTV As noted on Standard Plan J-29.15 <br />18 Type II As noted in the Plans. <br />19 Type III As noted in the Plans. <br />20 Type IV As noted in the Plans and Standard Plan J-27.10 <br />21 Type V As noted in the Plans and Standard Plan J-27.10 <br />22 Type SD As noted in the Plans. <br />23 <br />24 When so indicated on the plans, the steel traffic signal standards and any associated <br />25 mast arms or luminaire arms shall be powder coated with a protective coating for <br />26 exterior galvanized steel. The pole fabricator also has the option to submit to the City <br />27 for approval, their process of coating galvanized steel in order to paint/coat the poles. <br />28 The City of Everett will provide the paint color chip to the pole supplier for color <br />29 matching. <br />30 <br />31 CNH 8-20.2(9-29.12(1)) ELECTRICAL SPLICE MATERIALS.RTF <br />32 Fused Quick-Disconnect Kits <br />33 Section 9-29.7(2) is supplemented with the following: <br />34 <br />35 Soldered compression connections are not allowed. Illumination fused quick <br />36 disconnects shall be Type 65U, single disconnect per conductor. <br />37 <br />38 8-20.2(9-29.15).GR8 <br />39 Flashing Beacon Control <br />40 Section 9-29.15 is supplemented with the following: <br />41 <br />42 8-20.2(9-29.15).OPT1.GR8 <br />43 (January 7, 2019) <br />44 Rapid Flashing Beacons <br />45 Rapid Flashing Beacon (RFB) indications shall comply with the dimensional, <br />46 operational, and flash pattern requirements of Federal Highway Administration <br />47 (FHWA) Interim Approval 21 (IA-21, Conditions 4, 5, and 6, excluding Condition 5f; <br />48 https://mutcd.fhwa.dot.gov/resources/interim_approval/ia21/index.htm). RFB <br />49 systems shall be capable of providing, at a minimum, the following two-channel <br />50 flashing patterns: <br />51 <br />52 1. NEMA Standard 50-50: