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Earthwork Solutions, LLC 1/14/2026
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Earthwork Solutions, LLC 1/14/2026
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Last modified
1/14/2026 2:09:51 PM
Creation date
1/14/2026 2:01:24 PM
Metadata
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Contracts
Contractor's Name
Earthwork Solutions, LLC
Approval Date
1/14/2026
Council Approval Date
1/7/2026
Department
Public Works
Department Project Manager
Laura Claywell
Subject / Project Title
RRFB PEDESTRIAN SAFETY
Tracking Number
0005072
Total Compensation
$715,108.86
Contract Type
Capital Contract
Contract Subtype
Capital Construction Contracts and Change Orders
Retention Period
10 Years Then Transfer to State Archivist
Imported from EPIC
No
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RRFB PEDESTRIAN SAFETY October 31, 2025 <br />STATE FUND # HLP-PB25(004) <br />WO 3807 <br />Page 75 of 82 <br />Category 2: Sensitive information <br />1 been satisfied. Maximum (x) (y) (z) signal arm loadings in cubic <br />2 feet are noted after fabricator. <br />3 <br />4 Signal Arm <br />5 Length (max) Fabricator-(x) (y) (z) Drawing No. <br />6 <br />7 65 ft. Valmont Ind. Inc.-(2894) DB01162 Rev. B, <br />8 Shts. 1, 2,3, 4 & 5 of 5 <br />9 <br />10 65 ft. Ameron Pole-(2900) WA15TR3724-1 Rev. C and <br />11 Prod. Div. WA15TR3724-2 Rev. D <br />12 Sheet 1 and 2 of 2 <br />13 <br />14 <br />15 Foundations for various types of standards shall be as follows: <br />16 <br />17 Type FB As noted on Standard Plan J-21.10 <br />18 Type II As noted in the Plans. <br />19 <br />20 When so indicated on the plans, the steel traffic signal standards and any associated <br />21 mast arms or luminaire arms shall be powder coated with a protective coating for <br />22 exterior galvanized steel. The pole fabricator also has the option to submit to the City <br />23 for approval, their process of coating galvanized steel in order to paint/coat the poles. <br />24 The City of Everett will provide the paint color chip to the pole supplier for color <br />25 matching. <br />26 <br />27 KEL 9-29.6(5) Foundation Hardware.RTF <br />28 9-29.6(5)Foundation Hardware <br />29 <br />30 The first paragraph of Section 9-29.6(5) is revised to read: <br />31 <br />32 Anchor bolts for Type PPB, PS, I, FB, and RM signal standards shall conform to the <br />33 requirements of ASTM F1554, grade 55. Nuts shall meet the requirements of <br />34 AASHTO M 291, grade A. Washers shall meet the requirements of ASTM F 844 or <br />35 ASTM F 436. <br />36 <br />37 KEL 9-29.7(2) Fused Quick-Disconnect Kits.RTF <br />38 9-29.7(2) Fused Quick-Disconnect Kits <br />39 Section 9-29.7(2) is supplemented with the following: <br />40 <br />41 Soldered compression connections are not allowed. Illumination fused quick <br />42 disconnects shall be Type 65U, single disconnect per conductor. <br />43 <br />44 3807 KEL 9-29.10 LUMINAIRES.docx <br />45 9-29.10 Luminaires <br />46 Section 9-29.10 is supplemented with the following: <br />47 <br />48 The Contractor shall install the pole and bracket cable to the end of the luminaire arm <br />49 with thirty (30) inches of excess wire to hook up the luminaire. <br />50
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