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Res17 15554
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Res17 15554
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Last modified
10/11/2019 7:55:50 AM
Creation date
10/11/2019 7:55:46 AM
Metadata
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Template:
CC Index
CC Index - Document Type
Resolution
Meeting Type
Joint
Agency Type
City Council and Successor Agency and Public Financing Authority
Date
1/9/2017
Description
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDWOOD CITY APPROVING A MODIFIED DOWNTOWN PLANNED COMMUNITY PERMIT INCLUDING FIVE GUIDELINE DEVIATIONS, A MODIFIED TENTATIVE MAP, A MODIFIED CONDOMINIUM PERMIT, AND A MODIFIED PLANNED DEVELOPMENT PERMIT FOR 603 JEFFERSON AVENUE PURSUANT TO THE CITY OF REDWOOD CITY'S DOWNTOWN PRECISE PLAN, ZONING ORDINANCE, AND SUBDIVISION ORDINANCE
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01/09/2017 <br />with the City's Engineering standards and as directed by the City Engineer to the <br />City Engineer's satisfaction. [SDR][ENGINEERING] <br />31. Peak Wet Weather Flow Capacity — Redwood City has exceeded its Peak Wet <br />Weather Flow (PWWF) capacity in the past. A methodology to reduce inflow and <br />infiltration (1/1) by pipe replacement was determined. The applicant shall reduce <br />(1/1) to offset increased sewer demand from the project by replacing aged sewer <br />mains or pay an equivalent in -lieu fee. The length of pipe replacement required or <br />the amount of fee will be based on the project's sewage generation projection <br />(Attachment L of the City's Engineering Standards). For parcels within Redwood <br />City but connecting to County owned and maintained sewer, an 1/1 in -lieu fee may <br />be collected by Redwood City if the County does not require main replacement or <br />collect and in -lieu fee. [COA][ENGINEERING] <br />32. Sewer Lateral Limit — The project is limited to one sewer lateral per parcel. <br />[COA][ENGINEERING] <br />33. Sewer connection — No new lateral connections shall be made to sewer trunk <br />mains. All sewer laterals shall connect to collector mains. [COA] [ENGINEERING] <br />34. Sewer Lateral Size for Commercial Development - For new or remodeled <br />commercial buildings, sewer laterals less than 4" shall be upgraded to a minimum <br />6" size. [SDR] [ENGINEERING] <br />35. Water Mains - Prior to encroachment permit issuance, submit to City, and obtain <br />approval of, an evaluation and report, prepared by a licensed engineer, in <br />conformance with the City's Engineering Standards, demonstrating that the <br />proposed water main meets the domestic and fire flow requirements in accordance <br />with City Code Section 38.26 and the International Fire Code. If the existing water <br />main is less than 6" in size, or is in any other way not sufficient as determined by <br />the City Engineer, applicant shall, as part of the project, construct and install new <br />water mains sufficient to meet such requirements, in accordance with the City's <br />Engineering Standards and as directed by the City Engineer. New water mains <br />shall be 8" minimum in size and extend across the entire property frontage, from <br />the nearest point of connection to an existing 6" or larger water <br />main.[SDR][ENGINEERING] <br />36. Water Meters — The project shall provide one "master" water meter for domestic <br />water service, and a separate domestic water meter for the commercial/retail <br />space. Any metering for individual units must be accomplished by private sub - <br />meters within the property. [COA][ENGINEERING] <br />37. Recycled Water Facilities — Recycled water (purple pipe) facilities shall be <br />provided and designed in accordance with Engineering Standards for dual <br />plumbing, irrigation, and other warranted uses per the Recycled Water Ordinance, <br />Chapter 38. Services that are to be supplied by recycled water (either at the time <br />of project completion or at a future date) shall be designed to properly function at <br />the design pressure required by Engineering. Upon a final determination by the <br />ATTY/RESO.0127/CC RESO APPROVING PERMIT FOR 603JEFFERSON RESO. NO. 15554 <br />REV: 12-19-16 VR MUFF NO. 603 <br />Page 13 of 24 <br />
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