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G. Grading H. Site in the Traffic Study. The new signal shall be interconnected with the nearby signals along San Leandro Boulevard. b) The Traffic Study identified a significant impact at the intersection of Parrott Street and San Leandro Boulevard. The Developer shall: i. Re -stripe eastbound Parrott Street to have an eastbound left turn lane and a shared eastbound through and right turn lane, as recommended in the Traffic Study. This will require the roadway be widened to accommodate the third traffic lane for fire equipment to make the southbound right turn movement from San Leandro Boulevard, and will require modifications to the existing traffic signal. Any modifications to the intersection shall have prior approval from the City Engineer. ii. Re -stripe westbound Parrott Street to have a westbound left turn lane and a shared westbound through and right turn lane, as recommended in the Traffic Study. This will required modifications to the existing traffic signal. iii. Optimize the cycle length, as recommended in the Traffic Study. c) The Traffic Study identified a significant impact at the intersections of Davis Street (State Route 112) and Alvarado Street, and Davis Street (State Route 112) and San Leandro Boulevard. The Developer shall work with Caltrans to optimize the cycle length, as recommended in the Traffic Study. 1. A Grading Permit shall be required for the project. The requirements for said permit are indicated in San Leandro Municipal Code §7-12. The permit will be issued prior to or concurrent with the Building Permit. 2. The site is subject to the Construction General Permit according to the National Pollutant Discharge Elimination System (NPDES) General Permit No. CAS000002. The general permit is applicable to construction sites that disturb on or more acres of land surface. The applicant will be required to register the project with the State Water Board's Storm water Multi -Application and Report Tracking System (SMARTS) website. A Qualified SWPPP Developer (QSD) and a Qualified SWPPP Practitioner (QSP) must be responsible for permit compliance. The SMARTS system will generate a Waste Dischargers Identification (WDID) number which must be printed on the grading and/or erosion control plans. 3. Submit OSHA notification form for shoring and bracing for the puzzle lift excavation. Submit a set of shoring and bracing plans. This requirement shall be applicable in support of a Grading Permit for the project. 1. The Applicant shall construct an eight -feet (8') tall black -clad chain link fence at the UPRR property line, in conformance with UPRR requirements. The fence shall run from Parrott Street to Thornton Street along the eastern property boundary, and from Thornton Street to Alvarado Street along the western property boundary. Agreement to Conditions July 17, 2017 PLN 16-0067 Page 9 of 15