Laserfiche WebLink
protected left -turn signal phasing to protected/permitted left -turn signal <br />phasing with flashing yellow arrows. <br />Convert the southbound left -turn signal phasing on Alvarado Street from <br />protected left -turn phasing to permitted left -turn signal phasing with <br />flashing yellow arrows. <br />Optimize the traffic signal cycle length and splits. <br />The applicant shall implement the above mitigation measure by modifying the <br />existing traffic signal. Verified costs for said modifications will be eligible for credit <br />against any City -assessed "Development Fee for Street Improvements (DFSI)" <br />as described in San Leandro Municipal Code §7-11-125. The applicant shall be <br />responsible for all costs that exceed the available DFSI credit. The modifications <br />must be completed prior to issuance of a Certificate of Occupancy for the new <br />building. The applicant shall submit improvement plans for the necessary <br />modifications to the City for review and approval prior to issuance of a Building <br />Permit for the new building. Optimizing the traffic signal will require the applicant <br />to connect the traffic signal controller to the City's fiber optic network that exists <br />along the property frontage on Alvarado Street. <br />D. Geotechnical Investigation: <br />Section 5.1.1 on Page 9 of the report states that there is a potential for <br />liquefaction of localized sand layers during a significant seismic event. <br />Prior to Building permit issuance, the foundation and all exterior walkways <br />that adjoin the foundation at building entrances shall be designed to <br />tolerate the anticipated total and differential settlement. <br />2. Section 5.1.2 on Page 9 of the report states that undocumented fill was <br />encountered to a depth of 1 Y4 feet in Boring EB -2. The proposed structure <br />can be supported on shallow foundations provided that remedial grading <br />includes over -excavation and re -compaction of undocumented fill within <br />the building footprint. Prior to Grading Permit issuance, the applicant shall <br />demonstrate that this condition will be satisfied as part of the grading <br />operation. <br />3. Section 5.1.3 on Page 9 of the report states that moderately expansive <br />soil was encountered in the surficial soils that blanket the site. To reduce <br />the potential for damage to the planned structures, slabs -on -grade shall <br />have sufficient reinforcement and be supported on a layer of non - <br />expansive fill; footings shall extend below the zone of seasonal moisture <br />fluctuation. Prior to Building Permit issuance, the applicant shall <br />demonstrate that this condition will be satisfied as part of the foundation <br />design. <br />4. Section 5.1.4 on Page 10 of the report states that the JDH Corrosion <br />Consultants report concludes that the corrosion potential for buried <br />concrete does not warrant the use of sulfate resistant concrete. In <br />contrast, corrosion potential exists for buried metallic structures such as <br />Agreement to Conditions June 18, 2018 <br />PLN 17-0020/A PL 18-0002 Page 10 of 17 <br />