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Granite Construction Company 6/17/2025
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Granite Construction Company 6/17/2025
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Last modified
6/17/2025 8:01:20 AM
Creation date
6/17/2025 7:42:44 AM
Metadata
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Contracts
Contractor's Name
Granite Construction Company
Approval Date
6/17/2025
Council Approval Date
6/11/2025
Department
Public Works
Department Project Manager
Gina Loring
Subject / Project Title
2025 Federal Overlay, W Mukilteo Blvd - Glenwood Ave to Dogwood Dr
Public Works WO Number
3842
Tracking Number
0004858
Total Compensation
$1,211,580.00
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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2025 FEDERAL OVERLAY, W MUKILTEO BLVD – GLENWOOD AVE TO DOGWOOD DR <br /> PAGE SP115 OF SP123 SPECIAL PROVISIONS <br />WORK ORDER #3842 April 15, 2025 FEDERAL AID# NHPP-2776(011) <br />Everett signal technician will direct location of cable terminations, VIP module, 1 <br />and other hardware. Through the Engineer, the contractor shall contact Steve 2 <br />Sawyer (425)328-0643 a minimum 3 days prior to activation to coordinate a 3 <br />signal technician to be on site. 4 <br /> 5 <br /> 6 <br />8-20.3.GR8 7 <br />Construction Requirements 8 <br /> 9 <br />8-20.3(14).GR8 10 <br />Signal Systems 11 <br /> 12 <br />CNH 8-20.3(14)C INDUCTION LOOPS.DOCX 13 <br />8-20.3(14)C Induction Loop Vehicle Detectors 14 <br /> 15 <br />Section 8-20.3(14)C is supplemented with the following: 16 <br /> 17 <br />(******) 18 <br />Induction loops shall be constructed as detailed in City of Everett Drawing Nos. 19 <br />804, 805, 809, 810, and Section 8-20.3(14)C of the Standard Specifications with 20 <br />the following modifications: 21 <br /> 22 <br />1. The loop locations shall be marked on the pavement by the contractor 23 <br />and approved by the engineer prior to sawcutting. At no point shall any 24 <br />of the sawcuts pass closer than 2' to any utility cover. 25 <br />2. Loop detector sealant shall be as shown in City of Everett Standard 26 <br />Drawing 809, or as approved by the Engineer. 27 <br />3. Rope is not required. 28 <br />4. Loops shall not be installed in rainy weather or at temperatures below 29 <br />40o. 30 <br />5. Loops shall be placed in the sawcut in a clockwise direction. 31 <br />6. The loop sealant shall be applied in accordance with the manufacturer's 32 <br />recommendations. 33 <br />7. Detector loop wire shall use 14 AWG stranded copper conductors, and 34 <br />shall conform to IMSA Specification 51-7, with cross-linked polyethylene 35 <br />(XLPE) insulation encased in a polyethylene outer jacket (PE tube). 36 <br />8. The area around the conduit stub-out shall be patched with hot mix 37 <br />asphalt concrete if it is greater than 2" in width. 38 <br />9. The sawcuts shall be of uniform depth and any sharp edges, abrasions 39 <br />or ridges shall be removed prior to placing the wire. 40 <br />10. The sawcut depth shall be a minimum of 3½" and shall provide a 41 <br />minimum of 2" cover above the loop wires. 42 <br />11. The sawcut width shall be a minimum of 1/4" for the loop and 3/8" for the 43 <br />home run. 44 <br />12. The sawcut shall be cleaned out with a high pressure water stream and 45 <br />then dried with compressed air prior to placing the wire. 46 <br />13. All splices between the loop wire and the loop lead-in cable shall be 47 <br />soldered and utilize a splice kit in conformance with Standard Drawing 48 <br />809. 49 <br />14. When the roadway is to be overlaid as a part of the project, the loops 50 <br />shall be installed prior to the final overlay. 51
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