My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3523 BROADWAY 2025-07-24
>
Address Records
>
BROADWAY
>
3523
>
3523 BROADWAY 2025-07-24
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/24/2025 3:55:07 PM
Creation date
7/24/2025 3:54:45 PM
Metadata
Fields
Template:
Address Document
Street Name
BROADWAY
Street Number
3523
Notes
STORMWATER SITE PLAN REPORT
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.
/
25
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
Stormwater Site Plan Report <br /> CG Project#13017.20 <br /> Chapter t — Project Description <br /> Chapter I Summary <br /> Narrative <br /> Vicinity Map <br /> Aerial Photograph <br /> The proposed project,is the addition of an auto sentry building and an associated driveway area <br /> to site located at an existing car wash property, located at 3523 Broadway Ave in Everett, WA. <br /> The site parcel number is 00437385800700. <br /> The site is a rectangular shaped parcel of 0.69 acres. It includes an existing car wash building <br /> with a footprint of 3,600 square feet and is generally covered with associated asphalt and <br /> concrete surfaces.A driveway runs around a 1,500 square foot round island of landscaping at <br /> the north side of the property.The proposal is to replace the landscaping and driveway in this <br /> area, and add an auto sentry building along the driveway path into the car wash. <br /> New/replaced impervious areas include: <br /> Building: 670 square feet <br /> Pavement: 3,516 square feet <br /> Curbs: 171 square feet <br /> Total: 4,357 square feet <br /> Disturbance of the site will be limited to an area around the proposed improvements. It is <br /> expected that clearing and grading will be limited to an area of approximately 5,000 square <br /> feet,as shown on the Temporary Erosion and Sedimentation Control Plan. <br /> The proposed work is expected to yield approximately 20 cubic yards of cut and 5 cubic yards of <br /> fill. <br /> Design was per the City of Everett Stormwater Management Manual and the City of Everett <br /> Design and Construction Standards Manual.This report is based on the steps recommended in <br /> Volume 1,Section 3.2 of the Stormwater Manual. Using Figures 2.1 and 2.2 in the Stormwater <br /> Manual, it was determined that the project is required to address Minimum Requirements 1 <br /> through 5. <br /> 250 4th Ave South,Suite 200 <br /> ENGINEERING Edmonds,WA 98020 <br />
The URL can be used to link to this page
Your browser does not support the video tag.