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Always Active Service 11/27/2023
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Always Active Service 11/27/2023
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Last modified
11/27/2023 12:26:15 PM
Creation date
11/27/2023 11:40:05 AM
Metadata
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Template:
Contracts
Contractor's Name
Always Active Service
Approval Date
11/27/2023
Council Approval Date
11/29/2023
Department
Public Works
Department Project Manager
Christina Curtis
Subject / Project Title
Citywide Bicycle Wayfinding Project
Tracking Number
0004034
Total Compensation
$363,113.00
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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CITY OF EVERETT - CITYWIDE BICYCLE WAYFINDING <br />STATE FUND# HLP-PB21(014) <br />WO#3786 September 25, 2023 <br /> 61 <br />the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to find 1 <br />1 # 4 reinf. Bar. 2 <br />Sheet 2 of 2, Elevation view (Round), add dimension depicting the distance from the top 3 <br />of the foundation to find 2 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from 4 <br />the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to find 5 <br />2 # 4 reinf. Bar. 6 <br />Sheet 2 of 2, Elevation view (Square), add dimension depicting the distance from the top 7 <br />of the foundation to find 1 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from 8 <br />the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to find 9 <br />1 # 4 reinf. Bar. 10 <br />Detail F, callout, “Heavy Hex Clamping Bolt (TYP.) ~ 3/4” (IN) Diam. Torque Clamping 11 <br />Bolts (see Note 3)” is revised to read; “Heavy Hex Clamping Bolt (TYP.) ~ 3/4” (IN) Diam. 12 <br />Torque Clamping Bolts (see Note 1)” 13 <br />Detail F, callout, “3/4” (IN) x 2’ – 6” Anchor Bolt (TYP.) ~ Four Required (See Note 4)” is 14 <br />revised to read; “3/4” (IN) x 2’ – 6” Anchor Bolt (TYP.) ~ Three Required (See Note 2)” 15 <br /> 16 <br />J-21.15 17 <br />Partial View, callout, was – LOCK NIPPLE ~ 1 ½” DIAM., is revised to read; CHASE 18 <br />NIPPLE ~ 1 ½” (IN) DIAM. 19 <br /> 20 <br />J-21.16 21 <br />Detail A, callout, was – LOCKNIPPLE, is revised to read; CHASE NIPPLE 22 <br /> 23 <br />J-22.15 24 <br />Ramp Meter Signal Standard, elevation, dimension 4’ - 6” is revised to read; 6’-0” 25 <br />(2x) Detail A, callout, was – LOCK NIPPLE ~ 1 ½” DIAM. is revised to read; CHASE 26 <br />NIPPLE ~ 1 ½” (IN) DIAM. 27 <br /> 28 <br />J-40.10 29 <br />Sheet 2 of 2, Detail F, callout, “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 12” S. S. 30 <br />FLAT WASHER” is revised to read; “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 1/2” 31 <br />(IN) S. S. FLAT WASHER” 32 <br /> 33 <br />J-40.36 34 <br />Note 1, second sentence; ”Finish shall be # 2B for backbox and # 4 for the cover.” Is 35 <br />revised to read; ”Finish shall be # 2B for barrier box and HRAP (Hot Rolled Annealed and 36 <br />Pickled) for the cover. 37 <br /> 38 <br />J-40.37 39 <br />Note 1, second sentence; ”Finish shall be # 2B for backbox and # 4 for the cover.” Is 40 <br />revised to read; ”Finish shall be # 2B for barrier box and HRAP (Hot Rolled Annealed and 41 <br />Pickled) for the cover. 42 <br /> 43 <br />J-75.20 44 <br />Key Notes, note 16, second bullet point, was: “1/2” (IN) x 0.45” (IN) Stainless Steel 45 <br />Bands”, add the following to the end of the note: “Alternate: Stainless steel cable with 46 <br />stainless steel ends, nuts, bolts, and washers may be used in place of stainless steel 47 <br />bands and associated hardware.” 48 <br /> 49 <br />J-75.41 50 <br />DELETED 51 <br /> 52
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