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14 ATTACHMENT 1-5
City of Pleasanton
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CITY CLERK
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AGENDA PACKETS
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2022
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021522
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14 ATTACHMENT 1-5
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2/10/2022 11:41:13 AM
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CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
2/15/2022
DESTRUCT DATE
15Y
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14
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\CITY CLERK\AGENDA PACKETS\2022\021522
14 ATTACHMENT 6 - Appendix A - E
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\CITY CLERK\AGENDA PACKETS\2022\021522
14 ATTACHMENT 6 - Appendix F - I
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\CITY CLERK\AGENDA PACKETS\2022\021522
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<br />PUD-138 and Vesting Tentative Subdivision Map 8616 Planning Commission <br />24 of 28 <br />As mentioned earlier in the report, the proposal also includes three open space parcels: <br />Parcels A and B would be owned and maintained by the HOA. The construction of Parcels A <br />and B would be by the applicant as part of the project improvements. Parcel C will be retained <br />by the Spotorno family and be permanent agricultural/open space via recordation of a <br />conservation easement. The trail segment on Parcel C would be constructed and maintained <br />by the HOA. <br /> <br />Utility Plans <br />Stormwater and Drainage <br />The HVSP, with respect to storm drainage associated with the development of Spotorno Flat <br />Area (Pages 75-76) requires detention of stormwater runoff from upland areas to the east, as <br />well as of stormwater runoff which is not absorbed into the ground due to the creation of new <br />impervious surfaces. To satisfy this requirement, two separate storm drain systems would be <br />constructed within the Spotorno Flat Area, with pipes ranging in size from eight to 36 inches in <br />diameter. One storm drain system would collect runoff from lots and streets , and would <br />discharge stormwater directly to the treatment pond on Parcel A for stormwater treatment and <br />flood mitigation. A second system (bypass system) would collect runoff from the upland area <br />and the subdivision areas that do not require further treatment. The two systems would <br />converge downstream of the Parcel A treatment pond and would connect to an existing 36-inch <br />culvert under Alisal Street, although runoff in the bypass system would be diverted under high <br />flow storm conditions to mitigate for increased site runoff. <br /> <br />Stormwater on Lots 13-15 (lots fronting Westbridge Lane) would be treated by on-site <br />bioretention and would be discharged directly to Westbridge Lane through curb drain systems, <br />or similar conveyance. <br /> <br />The HVSP regarding storm drainage also states the existing street culvert at Alisal Street at <br />the Faith Chapel Assembly of God is an undersized street culvert. The HVSP states: “The <br />crossroad drain lines along the Spotorno Flat Area frontage of Alisal Street will require <br />replacement with properly sized culvert. Improved roadside drainage is also necessary.” The <br />HVSP requires the referenced improvements be funded and undertaken by the developer of <br />the Spotorno Flat Area prior to occupancy of new homes on the site. As the current proposal <br />did not include these improvements, staff has added a condition of approval to address this <br />item. <br /> <br />Water and Sanitary Sewer <br />The proposed project would include a 12-inch-diameter potable water pipeline that would <br />extend along Spotorno Ranch Drive, providing connections to each residential lot. The water <br />supply system would connect to an existing 12-inch potable water line that is located within <br />Alisal Street and Westbridge Lane, and which is owned and maintained by the City of <br />Pleasanton. An eight-inch sewer main would be routed within the Spotorno Ranch Drive, with <br />lateral connections to each residential lot. The sewer system would connect to an existing <br />eight-inch sewer line located within Alisal Street, which is owned and maintained by the City of <br />Pleasanton. The City’s Operation Services Department has reviewed the proposed utility plans <br />and found they are acceptable. <br /> <br />During the construction of Callippe Preserve Golf Course, the City constructed and fronted the <br />cost of constructing all water and sanitary sewer facilities required for the Golf Couse , Golf <br />Course housing, and development in the HVSP area. The owners of existing homes and the
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