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3.00 <br />Detailed Scope of Work <br />Jennifer AulettaDarin TerrazasTo:From: <br />Newton Construction & Management City of San Leandro <br />2436 Broad St 835 East 14th Street <br />San Luis Obispo, CA 93401 San Leandro, CA 94577 <br />805-544-5583 (510) 577-6022 <br />Work Order Number: <br />Date Printed: <br />Work Order Title: <br />Brief Scope: <br />November 20, 2022 <br />108351.00 <br />San Leandro - Tennis Court Resurfacing <br />San Leandro - Tennis Court Resurfacing - Washington Manor Park <br />Revised FinalPreliminaryX <br />The following items detail the scope of work as discussed at the site. All requirements necessary to accomplish the <br />items set forth below shall be considered part of this scope of work. <br />DETAILED SCOPE OF WORK <br />PROJECT NAME: Tennis Courts Resurfacing Project <br />OWNER: City of San Leandro Public Works Dept. <br />PROJECT LOCATION: Washington Manor Park - 14900 Zelma Avenue, San Leandro 94579 <br />PROJECT DESCRIPTION The Tennis Courts Resurfacing Project consists of the resurfacing of tennis courts <br />and converting some of the existing tennis courts into new pickleball courts at Washington Manor Park, <br />located at 14900 Zelma Avenue, San Leandro 94579, refer to the project plans sheets 1 to 11, dated November <br />2021 by CSG Consultants, Inc., and the specifications for detailed information and requirements. There are <br />four courts, 2 Courts are to be converted into 6 Pickle Ball Courts. <br />DETAILED SCOPE OF WORK <br />Asphalt Repairs and Surface Prep. <br />1. Grind all surface cracks to remove edges. <br />2. Crack Filling and Leveling: Lance all cracks and fill with Acrylic Patch Compound. Fill all scrapes, gauges, <br />and rough surfaces with Acrylic Patch Compound. NOTE: All cracks will reappear without slipsheet overlay <br />system. Based on the subcontractor's experience the Rite Way system is not suitable due to the size, depth, and <br />quantities of cracks at the site and will not be used on this project. <br />3. Flood and Fill Areas of Standing Water: Straightedge leveling of low areas to eliminate standing water. <br />Assumes the court has industry standard 1% slope and average of 3 water holes less than 10' diameter and 3/8" <br />depth. Additional corrections will be additional cost. <br />4. Slipsheet Overlay System Layers Structure: <br />a. Substrate: Cracked, uneven asphalt or concrete existing <br />b. Slipsheet Layer: Fiberglass Felt, GLASFAB #30 <br />c. Carpet Coat Membrane #1: Jute/Burlap reinforced membrane <br />d. Topping ½”: Mix Carpet coat/gravel/plaster sand. <br />e. e/f Carpet Coat Membrane #2/Refinement Coats/Hot Roll. <br />f. Tennis Court Surface System. <br />5. Installation Process: <br />Page 1 of 3 <br />11/20/2022 <br />Scope of Work