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project, other approved projects, and applications currently under review in determining the <br /> needed capacity. If the existing sewer main is not sufficient as determined by the City <br /> Engineer, applicant shall, as part of the Project, construct and install new sewer mains <br /> sufficient to meet such requirements, in accordance with the City's Engineering standards <br /> and as directed by the City Engineer to the City Engineer's satisfaction . <br /> [SDR][ENGINEERING] <br /> a . For new or remodeled commercial buildings, sewer laterals less than 4" shall <br /> be upgraded to a minimum 6" size. <br /> 45. Peak Wet Weather Flow Capacity — The applicant shall reduce inflow and infiltration <br /> to offset increased sewer demand from the project by replacing aged sewer mains or <br /> pay an equivalent in-lieu fee. The length of pipe replacement required or amount of fee <br /> will be based on the project's sewage generation projection (Attachment L of the City's <br /> Engineering Standards). [COA][ENGINEERING] <br /> 46. Sewer Lateral Limit — The project is limited to one sewer lateral . <br /> [COA][ENGINEERING] <br /> 47. Water Mains - The applicant shall submit to City, and obtain approval of, an evaluation <br /> and report, prepared by a licensed engineer, in conformance with the City's Engineering <br /> Standards, demonstrating that the proposed water main meets the domestic and fire <br /> flow requirements in accordance with City Code Section 38.26 and the International Fire <br /> Code. If the existing water main is not sufficient as determined by the City Engineer, <br /> applicant shall , as part of the Project, construct and install new water mains sufficient to <br /> meet such requirements, in accordance with the City's Engineering Standards and as <br /> directed by the City Engineer. [SDR][ENGINEERING] <br /> a . Since the project site is served by a water main less than 6" in size, a new <br /> water main 8" minimum in size will have to be extended across the property <br /> frontage from the nearest point of connection on Hamilton Street, pursuant to <br /> Chapter 38, Article VI of the Municipal Code. <br /> 48 . Water Meters — The project is limited to one ''master" water meter for domestic water <br /> service. Any metering for individual units must be accomplished by private sub-meters <br /> within the property. <br /> 49. Dual Plumbing (Purple Pipe) — Dual plumbing is required for this project. The purple <br /> pipes shall be "roughed in" because recycled water service has not yet been extended <br /> into the Downtown area . Recycled water service shall be provided by the City at a later <br /> date at a pressure of 50-55 pounds per square inch at the service meters. The building <br /> shall be designed so that recycled water plumbing fixtures on all floors of the building <br /> and irrigations systems for landscaping properly function at this delivery pressure. <br /> [COA][ENGINEERING] <br /> 50. Recycled Water Facilities — Recycled water facilities shall be provided and designed <br /> in accordance with Engineering Standards for dual plumbing, irrigation, and other <br /> warranted uses per the Recycled Water Ordinance, Chapter 38, Article VIII. Upon a final <br /> determination by the City that recycled water is available for the property, the applicant <br /> shall connect the project to the recycled water system . [COA][ENGINEERING] <br /> ATTY/RES0.3108/PC RESO RECOMMENDING APPROVAL OF TENTATIVE PARCEL MAP — 815 HAMILTON <br /> REV: 06-19-15 VR <br /> Page 12 of 21 <br />