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I <br /> I1 <br /> 2 5-05.5(1)A Thickness Deficiency of 0.05 Foot or Less <br /> 3 This section, including title, is revised to read: <br /> I <br /> 4 <br /> 5 5-05.5(1)A Vacant <br /> 6 <br /> I <br /> 7 5-05.5(1)B Thickness Deficiency of More Than 0.05 Foot <br /> 8 This section, including title, is revised to read: <br /> 9 <br /> 10 5-05.5(1)B Vacant <br /> 11 <br /> 12 Section 6-01, General Requirements for Structures <br /> I <br /> 13 January 7, 2019 <br /> 14 This section is supplemented with the following new subsections: <br /> 15 <br /> I <br /> 16 6-01.16 Repair of Defective Work <br /> 17 6-01.16(1) General <br /> 18 When using repair procedures that are described elsewhere in the Contract <br /> I <br /> 19 Documents, the Working Drawing submittal requirements of this Section shall not apply <br /> 20 to those repairs unless noted otherwise. <br /> 21 <br /> I <br /> 22 Repair procedures for defective Work shall be submitted as Type 2 Working Drawings. <br /> 23 Type 2E Working Drawings shall be submitted when required by the Engineer. As an <br /> 24 alternative to submitting Type 2 or 2E Working Drawings, defective Work within the <br /> 25 limits of applicability of a pre-approved repair procedure may be repaired using that <br /> I <br /> 26 procedure. Repairs using a pre-approved repair procedure shall be submitted as a <br /> 27 Type 1 Working Drawing. <br /> 28 <br /> I <br /> 29 Pre-approved repair procedures shall consist of the following: <br /> 30 <br /> 31 • The procedures listed in Section 6-01.16(2) <br /> I <br /> 32 <br /> 33 • For precast concrete, repair procedures in the annual plant approval process <br /> 34 documents that have been approved for use by the Contracting Agency. <br /> 35 <br /> I <br /> 36 All Working Drawings for repair procedures shall include: <br /> 37 <br /> 38 • A description of the defective Work including location, extent and pictures I 39 <br /> 40 • Materials to be used in the repair. Repairs using manufactured products shall <br /> 41 include written manufacturer recommendations for intended uses of the I 42 product, surface preparation, mixing, aggregate extension (if applicable), <br /> 43 ambient and surface temperature limits, placement methods, finishing and <br /> 44 curing. <br /> 45 <br /> I <br /> 46 • Construction procedures <br /> 47 <br /> 48 • Plan details of the area to be repaired I 49 <br /> City of Everett Page AM-32 Amendments <br /> I <br /> Everett Station 80 Stall Parking Expansion June 2019 <br />