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Gates & Associates, Inc CSA 20240305
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Gates & Associates, Inc CSA 20240305
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3/6/2024 4:33:24 PM
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CM City Clerk-City Council
CM City Clerk-City Council - Document Type
Agreement
Document Date (6)
3/5/2024
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5G Consent
(Amended by)
Path:
\City Clerk\City Council\Agenda Packets\2024\Packet 20240220
Reso 2024-012 Gates and Associates for Shoreline Park Project
(Amended by)
Path:
\City Clerk\City Council\Resolutions\2024
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Gates & Associates, Inc CSA 20240305
Last modified:
3/6/2024 4:33:24 PM
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\City Clerk\City Council\Agreements\2024
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<br />Consulting Services Agreement between City of San Leandro and <br />Gates & Associates, Inc for Staff Augmentation Exhibit A – Page 29 of 31 <br />○ A PG&E Large Load Study is not anticipated <br />○ Separate dry utility service to future bathrooms <br />○ Separate dry utility service to retail <br />○ Utilities serving private property or owners. <br />● A current title report for the property will be provided by the owner. <br />● Easements: It is assumed that the tract map to be prepared as part of the private <br />development will vacate any easements that impacts the park project. <br />● Potholing services are not included in this proposal unless specifically identified. <br />● Unless otherwise addressed, existing utilities have adequate capacity to serve the <br />proposed improvements, that they are adjacent to the site frontage and do not require <br />main extensions, and that utility system capacity studies are not required. <br />● The scope of work does not include time to prepare additional items not contained in the <br />mapping scope of work. Additional mapping services such as subdivision maps, private <br />easement documents, quit claims, ALTA’s, right of way dedications, etc. <br />● Earthwork: Due to the variability in soils properties, existing site conditions, foundation <br />types and preparation, trench, imported material and other factors, no delineation of <br />earthwork quantities or ‘site balance’ is implied with the scope of work. Any earthwork <br />quantities generated are solely for bonding and permitting of the work with the local <br />agency and must only be used as an approximate guide as to the actual earthwork and <br />site balance. <br />● Alameda County Flood Control District (ACFCD) stormwater pump station (“Pump Station <br />H”) at the intersection of Neptune and Monarch Bay Drive: It is assumed that the pump <br />station will remain as existing and the project will conform to the existing pump station <br />grades. No pump station upgrades are included in this scope of work. <br />● Prior documentation states that wetlands are not present within the limits of work; <br />therefore, a formal delineation of wetlands is not included. The jurisdictional limits within <br />the project area will be mapped based on appropriate tidal datums <br />● The project will not impact wetlands or streams. <br />● A Wetland Protection and Replacement Plan (WPRP) as described in the EIR will not be <br />required. <br />● Although the EIR declares that jurisdictional impacts will be mitigated at a ratio of 2:1, <br />impacts to tidal waters (i.e., not vegetated wetlands or marsh) are typically mitigated at a <br />ratio of 1:1 and CONSULTANT would pursue that approach as long as the City, as the <br />CEQA lead agency, approves. <br />● The City will provide CONSULTANT with any comments received from regulatory agencies <br />regarding the EIR. <br />● The same BA/EFH analysis will be used by the ACE to initiate consultations with NMFS <br />and USFWS because the only federal-listed species under USFWS purview in these <br />project phases is Delta smelt. <br />● A Section 2081 Incidental Take Permit (ITP) application from CDFW is not required and <br />not included. If in-water work must occur outside of the in-water work window, resulting <br />in potential effects to longfin smelt, an ITP will likely be required. An optional Section <br />2081 Incidental Take Permit Application is included under optional Task 8.8. <br />DocuSign Envelope ID: 30A47DAA-8ADC-4C81-A393-00F3D4407ED9
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