PC-2026-26 - Laserfiche WebLink

PC Resolution No. PC-2026-26 September 23, 2026 (Address this condition prior to plan approval) 44. SANITARY SEWER. It is assumed that the existing property on the Designated Remainder is served by an on-site septic sewer system. The applicant shall provide one of the following documents: a. Plans that show how the existing property will tie to the new sanitary sewer system to be installed with the subdivision, or b. An inspection report from a licensed contractor confirming that the existing septic system is currently operating in a safe and healthy manner per Pleasanton Municipal Code §15.16.020C. (Address this condition prior to plan approval) 45. CLEAN WATER PROGRAM (LARGE PROJECTS): Because the project creates and/or replaces more than 5,000 square feet (0.11 acres) of impervious surface, it is considered a Regulated Project according to Provision C.3.b of the Municipal Regional Stormwater NPDES Permit that regulates stormwater runoff in Alameda County. The Alameda Countywide Clean Water Program developed a C.3 Guidance Manual to assist applicants in addressing these regulations. The Guidance Manual is available for download at: https://www.cleanwaterprogram.org/businesses/development.html Regulated projects must include stormwater treatment measures in the site design to remove pollutants from stormwater upstream of any connection to the City’s or Alameda County’s stormwater conveyance networks. (Address this condition prior to plan approval) 46. OPERATION AND MAINTENANCE AGREEMENT: Regulated projects are subject to a Stormwater Treatment Measure Maintenance Agreement between the City and property owner to assure long-term maintenance of the installed measures. The City will provide a template agreement. Once executed, the agreement must be recorded against the property. (Address this condition prior to project acceptance) 47. BROZOSKY HILL LANE CLEAR RECOVERY ZONE (CRZ): The current design of Brozosky Hill Lane will allow errant vehicles to leave the road surface and descend a steep slope to the adjacent ephemeral channel. This condition exists because the road lacks a clear recovery zone along the shoulder as defined by AASHTO and Caltrans. As such, a W-beam type Midwest Guardrail System (MGS) shall be installed along the south side of the road between Old Vineyard Avenue and the Shared Driveway. Design of the MGS shall conform to the requirements contained in the Traffic Safety Systems Guidance manual published by Caltrans as well as Caltrans Standard Plan A77. Installation of the MGS may require construction of a retaining wall along the south road edge. A typical cross- Docusign Envelope ID: A549EA74-ED4F-8CB2-8262-A310230CC465