My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
AgdaPkt 2018-05-07 Joint SA PFA
RedwoodCity
>
City Clerk
>
Agenda Packets
>
2010-2019
>
2018
>
AgdaPkt 2018-05-07 Joint SA PFA
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/8/2018 9:26:27 AM
Creation date
5/3/2018 4:24:56 PM
Metadata
Fields
Template:
CC Index
CC Index - Document Type
Agenda Packet
Meeting Type
Joint
Agency Type
City Council and Successor Agency and Public Financing Authority
Date
5/7/2018
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
475
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
Page 13 of 19 <br />ATTY/RESO.0033/CC RESO 1548 MAPLE APPROVING PROJECT PERMITS <br />REV: 04-30-18 PR <br />43. Recycled Water Transmission Main Installation – The project shall install a 10” HDPE water transmission main from the existing main in the Caltrans right-of-way along the southwesterly boundary of the project through the project site to Maple Street, and then easterly along the proposed Blomquist Street Extension and connect at the existing intersection of Blomquist Street and Maple Street, approximately 1,900 linear feet in total, in accordance with the project Development Agreement. 44. Recycled Water Facilities – Recycled water (purple pipe) facilities shall be provided and designed in accordance with Engineering Standards for dual plumbing, irrigation, and other warranted uses per the Recycled Water Ordinance, Chapter 38. Services that are to be supplied by recycled water (either at the time of project completion or at a future date) shall be designed to properly function at the design pressure required by Engineering. Upon a final determination by the City that recycled water is available for the property, the applicant shall connect the project to the recycled water system. Pipe material for internally dual plumbed systems intended for the conveyance of recycled water shall be constructed of non-metallic materials as allowed in the California Plumbing Code, and in accordance with the City’s Customer Guidelines for Recycled Water Use. [SDR][ENGINEERING] 45. Recycled Water Report - The applicant shall enter into a Recycled Water Use Agreement and shall hire an engineer licensed in California and experienced in the field of wastewater treatment to prepare a recycled water report for dual plumbed facilities, pursuant to California Water Code section 13522.5 and in accordance with California Code of Regulations sections 60314 and 60323 (found within Title 22, Division 4, Chapter 3). The first draft of the report and the signed agreement shall be submitted to Engineering prior to building permit issuance, and will be routed to the Public Works Department for review and coordination. [COA] [ENGINEERING] 46. Cross-Connection Control Test - Prior to issuance of the certificate of occupancy, all applicable plumbing systems must pass a cross-connection control test, performed by a Cross-Connection Control Specialist Certified through the CA-NV Section of the AWWA and observed by Public Works staff. The cross-connection control test method must be included in the Recycled Water Report. The applicant is responsible for all fees associated with the performance of the cross-connection control test. [COA] [ENGINEERING] 47. Fire Flow - The Project shall meet fire flow requirements as established by the Fire Department which are based on the Fire Code. Fire flow tests are typically performed during the preliminary design phase but must be completed prior to submittal of final design. Applicant shall contact the Fire Department for fire flow requirements, and then submit a written fire flow test request to Engineering. [COA][ENGINEERING] 48. Storm Drain Installation – As part of the proposed reconstruction of Maple Street and Blomquist Street Extension, a 48” storm drain main shall be installed to replace the existing open channel and 24”-30” storm drain system, from its most upstream location up to, but not including the first manhole adjacent to the existing tide gate at Steinberger Slough. <br />7.A. - Page 198
The URL can be used to link to this page
Your browser does not support the video tag.