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Kamins Construction Inc Pacific Ave to Interurban Trail Bicycle Safety
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Kamins Construction Inc Pacific Ave to Interurban Trail Bicycle Safety
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Last modified
10/21/2019 10:36:28 AM
Creation date
10/21/2019 10:23:58 AM
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Contracts
Contractor's Name
Kamins Construction Inc
Approval Date
9/20/2019
Council Approval Date
9/4/2019
Department
Public Works
Department Project Manager
Christina Curtis
Subject / Project Title
Pacific Avenue to Interurban Trail Bicycle
Public Works WO Number
PW3688
Total Compensation
$520,116.00
Contract Type
JOC
Retention Period
6 Years Then Destroy
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I <br /> I 1 <br /> Slip Resistant Lid ASTM A36 steel <br /> Frame ASTM A36 steel I <br /> Slip Resistant Frame ASTM A36 steel <br /> I <br /> 2 <br /> 3 9-29.3(2)A1 Single Conductor Current Carrying <br /> 4 This second sentence is revised to read: <br /> I 5 <br /> 6 Insulation shall be XLP (cross-linked polyethylene) or EPR (Ethylene Propylene Rubber), <br /> 7 Type USE (Underground Service Entrance) or USE-2, and rated for 600-volts or higher. <br /> I 8 <br /> 9 9-29.6 Light and Signal Standards <br /> 10 In the first sentence of the third paragraph, "AASHTO M232" is revised to read "ASTM F 2329". <br /> Iii <br /> 12 Item number 2 of the last paragraph is revised to read: <br /> 13 <br /> 14 2. The steel light and signal standard fabricator's shop drawing submittal, including <br /> I 15 supporting design calculations, submitted as a Type 2E Working Drawing in <br /> 16 accordance with Section 8-20.2(1) and the Special Provisions. <br /> 17 <br /> I 18 9-29.6(1) Steel Light and Signal Standards <br /> 19 In the second paragraph, "AASHTO M232" is revised to read "ASTM F 2329". <br /> 20 <br /> I 21 The first sentence of the last paragraph is revised to read: <br /> 22 <br /> 23 Steel used for light and signal standards shall have a controlled silicon content of either <br /> 24 0.00 to 0.06 percent or 0.15 to 0.25 percent. <br /> I 25 <br /> 26 9-29.6(5) Foundation Hardware <br /> 27 In the last paragraph, "AASHTO M232" is revised to read "ASTM F 2329". <br /> I 28 <br /> 29 9-29.10(1) Conventional Roadway Luminaires <br /> 30 This section is revised to read: <br /> I 31 <br /> 32 All conventional roadway luminaires shall meet 3G vibration requirements as described in <br /> 33 ANSI C136.31. <br /> I 34 <br /> 35 All luminaires shall have housings fabricated from aluminum. The housing shall be <br /> 36 painted flat gray, SAE AMS Standard 595 color chip No. 26280, unless otherwise specified <br /> 37 in the Contract. Painted housings shall withstand a 1.000 hour salt spray test as specified <br /> I 38 in ASTM B117. <br /> 39 <br /> 40 Each housing shall include a four bolt slip-fitter mount capable of accepting a nominal 2" <br /> I 41 tenon and adjustable within +/-5 degrees of the axis of the tenon.The clamping bracket(s) <br /> 42 and the cap screws shall not bottom out on the housing bosses when adjusted within the <br /> 43 +/- 5 degree range. No part of the slipfitter mounting brackets on the luminaires shall <br /> 44 develop a permanent set in excess of 0.2 inch when the cap screws used for mounting <br /> I45 are tightened to a torque of 32 foot-pounds. Each luminaire shall include leveling <br /> 46 reference points for both transverse and longitudinal adjustment. <br /> 47 <br /> I 48 All luminaires shall include shorting caps when shipped. The caps shall be removed and <br /> 49 provided to the Contracting Agency when an alternate control device is required to be <br /> ICITY OF EVERETT AMENDMENTS <br /> PACIFIC AVENUE TO INTERURBAN TRAIL BICYCLE SAFETY PROJECT 8/12/2019 <br /> 1 STATE FUND#HLP PB17(014); COE#PW3688 Page AM-135 <br />
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