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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 VTM 8616 Planning Commission <br />Page 18 of 30 <br />Engineering/City Engineer. (Address this condition prior to improvement plan <br />approval) <br /> <br />63. DUST CONTROL PLAN: The applicant shall submit a written dust control plan <br />or procedure to the Engineering Department subject to the review and approval <br />of the Director of Engineering/City Engineer. (Address this condition prior to <br />improvement plan approval) <br /> <br />64. EXISTING PAVEMENT FRONTING THE DEVELOPMENT: The applicant’s <br />California licensed civil engineer shall examine the structural section of the <br />existing street(s) fronting the development and submit a summary with the first <br />submittal of the improvement plans. The summary shall include the civil <br />engineer’s findings and an opinion of the sufficiency of the existing pavement to <br />support the post-project traffic demand. If the opinion concludes the existing <br />pavement is insufficient to support the post-project traffic demand, the civil <br />engineer shall submit a recommendation in the summary to reconstruct or <br />rehabilitate the existing pavement. The recommendation shall be subject to the <br />review and approval of the Director of Engineering/City Engineer. If the opinion <br />concludes the existing pavement is sufficient, the applicant shall apply a slurry <br />seal treatment on Alisal Street and Westbridge Lane after the completion of <br />utility undergrounding and frontage improvements and prior to the City Council’s <br />acceptance of public improvements. (Address this condition prior to acceptance <br />of improvements) <br /> <br />65. CURB AND GUTTER: The applicant shall construct vertical Portland cement <br />concrete (PCC) curb and gutter on proposed public streets within this <br />development in compliance with the City Standard Specifications and Details in <br />effect at the time of the issuance of permits, unless otherwise approved by the <br />Director of Engineering/City Engineer. (Address this condition prior to <br />improvement plan approval) <br /> <br />66. RETAINING WALLS: All retaining walls along the street shall be located behind <br />the public service easement (PSE), unless otherwise approved by the Director <br />of Engineering/City Engineer. All retaining walls with a minimum height of 4 feet, <br />measured from the bottom of the footing to the finished grade at the top of the <br />wall, and all retaining walls with a surcharge shall be designed by a California <br />licensed civil or structural engineer. (Address this condition prior to improvement <br />plan approval) <br /> <br />67. STREET LONGITUDINAL SLOPE: The minimum grade for the gutter flowline on <br />public and private streets shall be 0.75 percent, unless otherwise approved by <br />the Director of Engineering/City Engineer. (Address this condition prior to <br />improvement plan approval) <br /> <br />68. SUBDRAINS: The curb and gutter along the proposed public and private streets <br />shall have a subdrain installed at either the back of the curb or lip of gutter in
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