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Agmt19 Bay Area Paving
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Agmt19 Bay Area Paving
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Last modified
3/14/2022 3:32:22 PM
Creation date
4/19/2019 2:04:37 PM
Metadata
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Template:
Agreement
Contractor Name
Bay Area Paving, Inc.
PROJECT NAME
ADA Sidelwalk ramps
RMP File Number
304
Date
3/18/2019
MO Ref
19-042
Amendment
Yes
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REV: 02-18-2022 RL <br />Tree roots shall be removed only as directed by the Right-of-Way Utilities Field <br />Supervisor or designee. Tree roots shall be exposed without damage to roots to <br />allow inspection by the City. Any roots that are three (3) inches in diameter or <br />smaller may be cut as needed. Any roots larger than three inches in diameter <br />must be inspected by City prior to cutting. Roots shall be cut using hand tools, <br />chain saws or stump grinder at the direction of the City. <br />iv. Contractor is responsible for repairing/replacing existing drain line and irrigation <br />systems that are damaged during demolition or construction. <br />v. All utility trenches are to be T-trenched as per City Engineering Standards. <br />B. Contractor shall replace/install sidewalks, asphalt, curbs/gutters, and ADA <br />ramps. <br />i. Removal of concrete curb and gutter work shall include the saw cutting, removal <br />and disposal of the particular item specified, and shall include the base, and all <br />its appurtenances to the appropriate depth below finished grade for the thickness <br />of the concrete item, plus four inches thick base rock. Sites may require greater <br />or lesser excavation and greater tree root removal by Contractor if the existing <br />grade has been raised above or settled below final grade. <br />ii. Saw cutting shall be made: <br />a. At the end of the sidewalk, curb and gutter, and wheelchair ramp <br />construction <br />b. At the nearest score line on sidewalks <br />c. At the outside edge of the border on wheelchair ramps <br />d. To the full depth of the concrete to insure clean separation of concrete and <br />no resultant spalling. <br />iii. Work shall include all grading, the appropriate width and 4" depth of Class 2 <br />aggregate base, subgrade compaction, base compaction, expansion joint <br />material, dowels, slip dowels, forming, concrete pouring, scoring, finishing, form <br />stripping, removal of concrete pour-over, and topsoil backfill. Sidewalks may be <br />relocated as designated by the Right-of-Way Utilities Field Supervisor or <br />designee. <br />iv. Contractor is responsible to check and monitor all concrete pours for graffiti or <br />damage. Sidewalk finish that contains graffiti or damage will not be accepted as <br />complete. <br />v. Work shall include the saw cutting, removal and disposal of the particular <br />concrete item specified, and shall include the base and all its appurtenances to <br />the appropriate depth below finished grade for the thickness of the concrete item, <br />plus four inches thick base rock. Concrete removal shall include any thickness of <br />concrete encountered during excavation. Sites may require greater or lesser <br />excavation and greater tree root removal if the existing grade has been raised <br />above or settled below final grade. Where sidewalks or curb and gutter are <br />ATTY/AGR.2022-Amend No. 2/Bay Area Paving Co., Inc. (Page 5 of 9)
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