My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
25E - AGMT - ON-CALL ENGINEERING SRVS
Clerk
>
Agenda Packets / Staff Reports
>
City Council (2004 - Present)
>
2018
>
06/19/2018
>
25E - AGMT - ON-CALL ENGINEERING SRVS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/19/2018 10:21:24 AM
Creation date
6/14/2018 7:55:56 PM
Metadata
Fields
Template:
City Clerk
Doc Type
Agenda Packet
Agency
Public Works
Item #
25E
Date
6/19/2018
Destruction Year
2023
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.
/
858
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).
View images
View plain text
TAIT & Associates, Inc.'a <br />On-call Engineering services <br />Santiago Hills It, Irvine Community Development Company, Engineering Technician, 2019.2016 <br />Completed the storm drain design plans for the on-site Improvements for Santiago Hills 11 Tract 16199 <br />and for the off-s1te Street Improvements within Santiago Canyon Drive and Jamboree Road. Tract 16199 <br />is n 200 acre development located in the City of Orange. The project comprise a water quality basin <br />system that included a combination of emergent marshes, extended detention basins and biofiltration <br />basins that supported the future development, This water quality system was designed to tie comply <br />with all the regulations and to satisfy the client needs. Prepared the Hydrology and Hydraulics Basis of <br />Design Report for both the on-site and the off-site studies. The Report included hydrology analysis using <br />AM hydraulics using WSPGW, catch basin design using AES and FlowMaster, hydraulics caleulations.for <br />the Water Ouaiity Piping System design. <br />Subarea 2 Agricultural Preserve Master Plan of Drainage, City of Chino, Project Engineer, 2015 2016 <br />Prepared the Master Plan of Drainage (MPD) Report and Analysis for the Agricultural Preserve storm <br />drain system. The 2016 MPD Incorporated amendments and updates to the Agricultural preserve storm <br />drain system that were completed after the 2001 MPD. The 2016 MPD Included hydrologic and <br />hydraulic analysis following the County of San Bernardino standards. The analysis was prepared for the <br />existing, Interim and ultimate condition. The analysis provided alternatives for the master plan storm <br />drain systems In order to accommodate the City of Chino requirements. The MPD included studies for <br />regional water quality basin preliminary design following the Santa Ana Region Water Quality aoard <br />Controland the San Bernardino County requirements. The storm drain design and regional water quality <br />basin design optimized the basin.location and sizes to maximize the developable land within the area. <br />Storm Water Master Plan, City of Rancho Palos Verdes, Project Engineer, 2014-2015 <br />The Rancho Palos Verdes Storm Water Master Plan includes the development of a GIS database for the <br />storm drain Inventory including a Facility Mapping Tool which is being utilized to gather field data and <br />keep the City informed of the field workschedule and findings. Data gathering for the project includes <br />filling in missing as -built data such as inverts and facility naming. The hydrology and hydraulics modeling <br />Is being completed utilizing GIS, XPSWMM, and XPWSPGW. This master plan Includes the Integration of <br />stormwater quality retrofit opportunities. The Master Plan will ultimately provide the City with a <br />comprehensive "living" storm water master plan. The master plan also includes a project prioritization <br />scheme and a Capital Improvement Plan. <br />Santa Ana Storm Drain Master Plan, City of Santa Ana, Designer, 2018 <br />Responsible for CADD design. Provided professional engineering services to update the city's storm <br />drain master plan, The city has an established drainage system with some segments over 5o years old <br />and other segments recently constructed. Michael Baker analyzed the main line drainage system and <br />prepared a hydrology study along with maps for the entire city boundary and for Individual sub -areas for <br />2-,10-,25- and 100 -year storm events, The capacity of the existing storm drainage was evaluated to <br />determine system capacity sufificiency using a hydrodynamic hydraulic model. A comprehensive list of <br />needed storm drainage improvements was then generated. Performed a hydraulic analysis to size <br />sufficient storm drain lines and provided an ESRI ARCGIS geodatabase of city storm drain facilities, <br />Including storm drain pipes, city -owned drainage channels, manholes, catch basins, and culverts. <br />Michael Baker used the Bentley software hydrodynamic hydraulic model CivilStonn, which uses <br />hydrographs with in the hydraulic model to determine adequate pipe sizing. <br />I{I TAtT Appendix I Page 11 <br />25E-590 <br />�f <br />�o <br />I <br />ri <br />f <br />1 <br />try <br />,a <br />oil <br />La E <br />l <br />
The URL can be used to link to this page
Your browser does not support the video tag.