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Central Paving, LLC 7/9/2025
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Central Paving, LLC 7/9/2025
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Last modified
7/9/2025 3:23:55 PM
Creation date
7/9/2025 3:13:57 PM
Metadata
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Contracts
Contractor's Name
Central Paving, LLC
Approval Date
7/9/2025
Council Approval Date
6/25/2025
Department
Public Works
Department Project Manager
Gina Loring
Subject / Project Title
2025 Federal Overlay, Broadway – California St to 18th St
Public Works WO Number
3841
Tracking Number
0004903
Total Compensation
$1,336,574.30
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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<br />2025 FEDERAL OVERLAY, BROADWAY – CALIFORNIA ST TO 18TH ST SPECIAL PROVISIONS <br />FEDERAL AID# STBGUL-2715(012); COE PW# 3841 SP-115 May 6, 2025 <br /> <br />11. The sawcut width shall be a minimum of 1/4" for the loop and 3/8" for the 1 <br />home run. 2 <br />12. The sawcut shall be cleaned out with a high pressure water stream and 3 <br />then dried with compressed air prior to placing the wire. 4 <br />13. All splices between the loop wire and the loop lead-in cable shall be 5 <br />soldered and utilize a splice kit in conformance with Standard Drawing 6 <br />809. 7 <br />14. When the roadway is to be overlaid as a part of the project, the loops 8 <br />shall be installed prior to the final overlay. 9 <br />15. Circular loops are standard installations. Where shown in the Plans, the 10 <br />contractor shall install quadrupole loops at stop lines due to stub-out 11 <br />diameter. At locations where quadrupole loops are shown and adequate 12 <br />stub-out diameter exists, round loops may be substituted for quadrupole 13 <br />loops. 14 <br /> 15 <br /> 16 <br />Existing Traffic Loops 17 <br /> 18 <br />The Contractor shall notify the Area Traffic Engineer through the Engineer a 19 <br />minimum of five (5) working days in advance of pavement removal or grinding 20 <br />in areas with existing loops. 21 <br /> 22 <br />If the Engineer suspects that damage to any loop, not identified in the Plans as 23 <br />being replaced, may have resulted from Contractor’s operations or is not 24 <br />operating adequately, the Engineer may order the Contractor to perform the field 25 <br />tests specified in Section 8 20.3(14)D. The test results shall be recorded and 26 <br />submitted to the Engineer. Loops that fail any of these tests shall be replaced. 27 <br /> 28 <br />Loops that fail the tests, as described above, and are replaced shall be installed 29 <br />in accordance with current City of Everett design standards and Standard 30 <br />Drawings, as determined by the Engineer. 31 <br /> 32 <br />If traffic signal loops that fail the tests, as described above, are not replaced and 33 <br />operational within 5 working days, the Contractor shall install and maintain 34 <br />interim video detection until the replacement loops are operational. The type of 35 <br />interim video detection furnished shall be approved by the Engineer prior to 36 <br />installation. 37 <br /> 38 <br />GLF 8-20.4.DOCX 39 <br />8-20.4 Measurement 40 <br /> 41 <br />Section 8-20.4 is supplemented with the following: 42 <br /> 43 <br />(******) 44 <br />“Vehicle Loop Detectors”, for both loop perimeter and home run, shall be measured by 45 <br />the linear foot of the neat sawcut line in place in the roadway. No additional measurement 46 <br />will be made for the installation of lead-in conduit and shall be included in the 47 <br />measurement 48 <br /> 49
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