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SECTION 2 - STREETS AND PATHS <br />Brick Pavements Shall be Removed for a Width <br />Compacted Sand Setting 3 €t Greater Than the Anticipated Trench and <br />Bed 1" min. Restored Upon Completion <br />Street Pavers <br />3' Trench Cut <br />Backfill <br />Compacted #S3 Base Course, <br />12" min. Trench Cut <br />Max. 24" Wider Than <br />0.1), of Utility <br />Slopes as per Trenching Safety Policy <br />J <br />29 CFR 1926, Subpart P - <br />Excavation & Trenching LO <br />See Section 3 for Bedding <br />and Backfill Requirements <br />BRICK PAVER PREPARATION, <br />1. Remove organic, unstable or unconsolidated material from site. Verify conformance <br />of subgrade preparation, compacted density and elevations to specified requirements. <br />2. Clean and re -use existing street brick pavers removed during site demolition. <br />Remaining pavers not used will be returned to the city. <br />GENERAL NOTES: <br />1. Temporary Patch; <br />If it is not possible, due to weather conditions, for the contractor to replace the <br />pavement within 24 hours following backfilling of cut, a coarse aggregate base 8" <br />thick and a cold asphaltic surface of 4" shall be applied and maintained as a <br />temporary patch until permanent repairs can be made. When temperature falls below <br />50*F within 72 hour cure time, concrete to be used shall be 7 bag w/ 7% accelerator. <br />Such temporary patches shall be replaced with permanent repairs no later than May 1 <br />of the following year. <br />2. All utilities must be located prior to making pavement cut, <br />REF STD SPEC SEC 2-6 Kara 4. Boylei, Ph.D.; P.E. Date <br />APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS <br />EFFECTIVE DATE: June 26, 2018 ��� CITY OF SOUTH BEND <br />Item Revision Approved Date F <br />STANDARDS FOR DESIGN <br />AND CONSTRUCTION <br />PAVEMENT PATCHING AND UTILITY CUTS - BRICK <br />STANDARD <br />2-49 <br />