Laserfiche WebLink
I <br /> I 1 <br /> 2 6-02.3(7) Vacant <br /> I <br /> 3 This section, including title, is revised to read: <br /> 4 <br /> 5 6-02.3(7) Tolerances <br /> I <br /> 6 <br /> 7 Unless noted otherwise, concrete construction tolerances shall be in accordance with this <br /> section. Tolerances in this section do not apply to cement concrete pavement. <br /> 8 <br /> I <br /> 9 <br /> 10 Horizontal deviation of roadway crown points, cross-slope break points, and curb, barrier or <br /> railing edges from alignment or work line: ±1.0 inch <br /> 11 <br /> 12 Deviation from plane: ±0.5 inch in 10 feet <br /> 13 <br /> 14 Deviation from plane for roadway surfaces: ±0.25 inch in 10 feet <br /> 15 <br /> I <br /> 16 <br /> 17 Deviation from plumb or specified batter: ±0.5 inch in 10 feet, but not to exceed a total of <br /> ±1.5 inches <br /> 18 <br /> I <br /> 19 <br /> 20 Vertical deviation from profile grade for roadway surfaces: ±1 inch <br /> 21 Vertical deviation of top surfaces (except roadway surfaces): ±0.75 inch <br /> 22 <br /> I <br /> 23 Thickness of bridge decks and other structural slabs not at grade: ±0.25 inch <br /> 24 <br /> 25 Length, width and thickness of elements such as columns, beams, crossbeams, <br /> I 26 diaphragms, corbels, piers, abutments and walls, including dimensions to construction <br /> 27 joints in initial placements: +0.5 inch, -0.25 inch <br /> 28 <br /> I 29 Length, width and thickness of spread footing foundations: +2 inches, -0.5 inch <br /> 30 <br /> 31 Horizontal location of the as-placed edge of spread footing foundations: The greater of±2% <br /> 32 of the horizontal dimension of the foundation perpendicular to the edge and ±0.5 inch. <br /> I 33 However, the tolerance shall not exceed ±2 inches. <br /> 34 <br /> 35 Location of opening, insert or embedded item at concrete surface: ±0.5 inch <br /> I 36 <br /> 37 Cross-sectional dimensions of opening: ±0.5 inch <br /> 38 <br /> I 39 <br /> 40 Bridge deck, bridge approach slab, and bridge traffic barrier expansion joint gaps with a <br /> specified temperature range, measured at a stable temperature: ±0.25 inch <br /> 41 <br /> 42 Horizontal deviation of centerline of bearing pad, oak block or other bearing assembly: <br /> I 43 ±0.125 inch <br /> 44 <br /> 45 Horizontal deviation of centerline of supported element from centerline of bearing pad, oak <br /> I 46 block or other bearing assembly ±0.25 inch <br /> 47 <br /> 48 Vertical deviation of top of bearing pad, oak block or other bearing assembly: ±0.125 inch <br /> I <br /> 49 <br /> I City of Everett Page AM 37 Amendments <br /> Everett Station 80 Stall Parking Expansion June 2019 <br />