PC-97-27 - Laserfiche WebLink

Resolution No. PC-97-27 Page 4 EXHIBIT "B" Conditions of Approval Vesting Tentative Map 6911 Standard Pacific of Northern California 1. Development shall be substantially as shown on the Vesting Tentative Tract Map 6911, Exhibit "A", dated "Received, March 21, 1996" on file with the Planning Department, except as modified by these conditions. Minor alterations may be approved by the Planning Director iffound to be in substantial compliance with this approval. 2. All conditions of approval for PUD-9l-ll-1M shall remain in effect and in full force and are herein incorporated by reference. 3. Approval of this vesting tentative map shall lapse if the developer fails to record a final map within one (I) year of the date of its approval. 4. Dennis Drive, Stoneridge Drive, and Garden Parkway shall be completed before building construction begins on Phase 4. 5. The developer shall install an Emergency Vehicle Access (EVA) lane between Foxclove Street and Dennis Drive across the recreation center located on Parcel "CC". The EVA's width, location, and structural section shall be determined to the satisfaction of the Planning Director, Fire Marshall, and City Engineer, and shall be shown on the subdivision's final improvement plans and the recreation center's final building permit site plan submitted for review and approval by the Planning Director and Fire Marshal before issuance ofthe development's on-site permit. 6. Foxclove Street and Bellflower Street shall be completed before building construction begins on Lots 109 through 138 and 144 through 147. 7. The final decision regarding the developer's intention to level the existing, 8' 0" tall berm located between the site and Kaiser's quarry, rests with the Kaiser Company. The developer shall provide evidence of Kaiser's decision to the Planning Director before project grading begins for Phases Five and Six. 8. Prior to recordation of the final subdivision map for Lots 114 through 138, analysis shall be done to determine the amount of deformation that would occur along the south side of the site, measured 150' 0" from the edge of Kaiser's quarry, based upon a completely saturated slope-bank during a seismic event. Based on this analysis, the developer shall perform the necessary mitigations, including special design of building foundations, private streets, and utility lines located within the study area to withstand the anticipated deformation, or other measures to stabilize the bank, as determined by the Planning Director.