Laserfiche WebLink
<br /> <br /> <br />4. Whether grading takes into account environmental characteristics and is designed <br />in keeping with the best engineering practices to avoid erosion, slides, or flooding <br />to have as minimal an effect upon the environment as possible. <br /> <br />The HVSP states grading should be limited as much as feasible, and where cuts and fills <br />are necessary, contour grading shall be used which blends new grades with existing <br />grades. Grading is proposed throughout the development area to create the predominantly <br />flat pad lots, bio-retention areas, and streets. As the eastern boundary of the development <br />area lies at the foot of the hills, contour grading would be used to create a 3:1 slope bank <br />in the rear yards of Lots 8-12, and between proposed lots to create pads within the <br />development area. A discussion with the applicant and project civil engineer indicated <br />additional contour grading may be needed to reduce the difference in building pad height. <br />Staff has added a condition requiring additional contour grading be shown on the grading <br />plan subject to review and approval by the City Engineer. Retaining walls up to 2 feet in <br />height would be constructed along the north property line in the rear of the proposed Lots <br />1-7 to prevent stormwater runoff onto adjoining properties. An equal amount of cut and fill <br />is estimated; thus no soil import or off-haul is proposed. <br /> <br />The project site is located within a California Earthquake Fault Hazard Zone for the Verona <br />Fault, which crosses the site adjacent to the eastern boundary of the proposed <br />development area by the proposed Lots 8-12. A Geotechnical Feasibility Report was <br />prepared by Engeo in 2015 for development on Spotorno Flat Area. The 2015 Engeo <br />report indicates four landslides along the eastern boundary of the proposed development. <br />It does not appear that structures will be located on slide areas, however, structures could <br />be located near the toe of the landslides risking damage to the structure. Engeo <br />recommends repair the identified landslides. Engeo’s recommendations also include <br />review of the final construction plans. Staff has included conditions of approval to address <br />these items. <br /> <br />The City Council finds that grading follows a similar pattern as the existing neighborhood <br />where contour grading to minimize the construction of retaining walls. The repairs of <br />landslides will follow the recommendations by the geotechnical report. Erosion control and <br />dust suppression measures will be documented in the improvement plans and will be <br />administered by the City’s Building and Safety Division and Engineering Department. In <br />addition, the flood hazard maps of the Federal Emergency Management Agency (FEMA) <br />indicate that the subject property is not located in a flood hazard zone. As such, the City <br />Council concludes that this finding can be made. <br /> <br />5. Whether streets, buildings, and other manmade structures have been designed and <br />located in such manner to complement the natural terrain and landscape: <br /> <br />The Project includes the construction of one new public street, Spotorno Ranch Drive. The <br />proposed Spotorno Ranch Drive includes two 14 feet wide lanes with a 5-foot wide <br />sidewalk on one side and a 12-foot wide trail and a 4-foot wide landscape strip on the <br />opposite side. Emergency access would be provided via Spotorno Ranch Drive. All lots <br />except for Lots 13-15 would access from Spotorno Ranch Drive. Lots 12-15 would be <br />accessed off the existing Westbridge Lane. Westbridge Lane would remain open to <br />through traffic. <br /> <br />The subject site would be graded in such a manner that the proposed street and building <br />pads for new residences do not contrast unfavorably with the natural terrain, and some