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P22-1089, PUD-147, Tract 8522 PC-2024-14, June 26, 2024 26 such modification or departure and to specify the manner in which same is to be made. Approved as to design only based upon information submitted hereon this [DAY] of [MONTH], [YEAR]. [NAME PROVIDED BY CITY], P.E., City Engineer, [DATE] (Address this condition prior to subdivision improvement plan approval) 62. DESIGN PER CITY STANDARDS: All public improvements shall be designed in conformance with the City of Pleasanton Municipal Code and the City’s adopted Standard Specifications and Details in effect at the time of issuance of the permit(s). Said standards are available for download at: http://www.cityofpleasantonca.gov/gov/depts/engineering/standard.asp (Address this condition prior to subdivision improvement plan approval) 63. ROADWAY DESIGN STANDARDS: All roads constructed or improved by the applicant shall conform to the design standards contained in Pleasanton Municipal Code Chapter 19.36. For standards not explicitly described in the Code, the following State of California Department of Transportation (Caltrans) standards shall be followed: Highway Design Manual, and the California Manual on Uniform Traffic Control Devices (CA MUTCD), latest editions. The City also references design standards from “A Policy on Geometric Design of Highways and Streets” (latest edition) as published by the American Association of State Highway and Transportation Officials (AASHTO). Any deviations from standards must be approved by the City Engineer. (Address this condition prior to subdivision improvement plan approval) 64. HOT-MIX ASPHALT PAVEMENT DESIGN STANDARDS: Public roadways and parking lots shall be surfaced with hot-mix asphalt (HMA) as designed according to Chapter 630 “Flexible Pavement” of the Caltrans Highway Design Manual, unless otherwise approved by the City Engineer. The following minimum standards shall apply to the design: a. Minimum design life = 20-years b. R-value of the underlying soil shall be R = 5 minimum. A higher R-value will be allowed only through analytic testing by a licensed geotechnical engineer or engineering geologist. c. Asphalt Binder classification shall be PG 64-10. d. Minimum Traffic Index (TI) shall be as follows. A lower TI will be considered only when justified by analytic calculations performed by a licensed civil or traffic engineer according to the Caltrans Highway Design Manual Chapter 613. i. Public parking lot: TImin = 4.5 ii. Local Street: TImin = 5.0 iii. Residential collector street: TImin = 6.0 iv. Collector street: TImin = 7.0 v. Arterial street: TImin = 9.0 e. Minimum thickness of HMA layer = 3 inches f. Minimum thickness of total structural section = 8 inches (regardless of R-value) (Address this condition prior to subdivision improvement plan approval)