My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
7301 HARDESON RD PRE APP 016 - 043 - CEMEX CONSTRUCTION Land Use Decision Documents 2025-04-21
>
Address Records
>
HARDESON RD
>
7301
>
PRE APP 016 - 043 - CEMEX CONSTRUCTION
>
Land Use Decision Documents
>
7301 HARDESON RD PRE APP 016 - 043 - CEMEX CONSTRUCTION Land Use Decision Documents 2025-04-21
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/21/2025 3:13:31 PM
Creation date
4/15/2025 11:03:04 AM
Metadata
Fields
Template:
Address Document
Street Name
HARDESON RD
Street Number
7301
Tenant Name
PRE APP 016 - 043 - CEMEX CONSTRUCTION
Address Document Type
Land Use Decision Documents
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
17
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
CITY OF EVERETT PUBLIC WORKS DEPARTMENT <br /> FIRE FLOW REPORT FORM <br /> Project: Mountain View Business Centre <br /> Location: 7405 Hardeson <br /> Date of Report: August 11,2005 <br /> Demand Conditions: Buildout Peak Day Steady State <br /> Prepared By: Heather Griffin <br /> Elevation Model node ID# Static Static Test Flow 'Residual <br /> Location Demand Pressure Pressure <br /> (ft) at location (gpm) <br /> ((pm) (psi) (psi) <br /> 7405 Hardeson 480 166 0.0 80 4,000 78 Ring Creek <br /> Zone <br /> Explantion of Column Headings: <br /> Location-the location of the current project <br /> Elevation-the ground elevation at the node,as referenced to the NAVD 88 datum <br /> Model node ID#-the hydraulic model identifier <br /> Static Demand-The baseline demand at the specified node. <br /> Static Pressure-The calculated pressure for the static demand. <br /> Test Flow-arbitrary value <br /> Residual Pressure-the calculated pressure for the test flow <br /> Notes: <br /> 1) All elevations are given in reference to the NAVD 88 vertical datum <br /> 2) The pressure(in psi)at a node is obtained by subtracting the nodal elevation from the hydraulic grade line and dividing by 2.308. <br /> 3) The data given are valid only for the location,elevation,and conditions noted. Use of this data at other locations must account for <br /> elevation differences and for frictional losses <br /> 4) Flow data will change in response to future changes in the water system configuration and future changes in water demand. <br /> Map of Location <br /> \ % <br /> \\ 1 <br /> P <br /> N1 18 <br /> \ <br /> VL- \ <br /> ��A15\\ ' �\�'\ / <br /> MEN I- - \ <br /> - FH M /19 '\ ` i <br /> \ <br /> • <br /> \ \ Sie\ere-Duecy Blvd <br /> / N. esocc ' \ , \ . ss <br /> ------- \ ,, `. \:\ <br /> \\\ \).-., \ Model Node Location• / <br /> 1 <br /> DSO <br /> 'v ,per: <br /> 7400 IQ) , . <br />
The URL can be used to link to this page
Your browser does not support the video tag.