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9421 18TH AVE W LILYS COURT 2025-07-29
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9421 18TH AVE W LILYS COURT 2025-07-29
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Last modified
7/29/2025 7:30:49 AM
Creation date
7/29/2025 7:21:46 AM
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Address Document
Street Name
18TH AVE W
Street Number
9421
Tenant Name
LILYS COURT
Notes
TECHNICAL INFORMATION REPORT
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Western <br /> 13000 Highway 99 South • Everett, Washington 98204 <br /> Engineers <br /> (425) 356-2700 FAX (425) 356-2708 <br /> Inc. <br /> SURVEYORS • PLANNERS • ENGINEERS <br /> May 23, 2012 <br /> City of Everett <br /> Attn:-Jane Zimmerman r� ' <br /> 3200 Cedar Street <br /> Everett, WA 98201 <br /> Subject: Lilly's Court, Field Change Cover Letter <br /> Dear Ms. Zimmerman: <br /> Below you will find summary of some minor changes to previously approved construction drawings for <br /> the Lilly's Court project. <br /> • As noted on page 1 of the construction drawings, the contactor was to verify existing utilities <br /> and previously installed finish floor elevations of the west 2 duplex units prior to starting <br /> construction. This was due to them being installed after the previous survey map was <br /> prepared and used on the construction plans. Per contractors check on the finish floor <br /> elevations, Unit 1/2 was found to be approximately 1.0-feet below the initial design of that <br /> building. Additionally, Unit 3/4 was found to be approximately 0.4-feet higher that previously <br /> thought. <br /> • Due to the relative "flatness" of the site in the central area, it was critical to revised the <br /> previously designed finish grades of the new drive aisle in order to provide adequate fall <br /> between the existing garage elevations and the new drive aisle/storm system. From the <br /> previously approved drawings, the finish grades of the new drive aisle have been lowered by <br /> approximately 0.5' to 1.5' in depth. <br /> • With the lowering of the finish grades on the drive aisle, the designed elevations of the new <br /> storm system were also revised. No significant changes to the slopes and lengths were <br /> made but the overall system was lowered by approximately 0.75' to 1.0'. <br /> • Per conversations with the contractor, they have decided to go with a different company who <br /> makes the exact copy of the storm chamber system previously design. Note that the only <br /> significant change between the two products is that the company (Contech)that we have <br /> decided to use actually has about 5% more storage volume in their system as oppose to the <br /> Stormtech product. The updated system maintains the same overall height but actually <br /> provides slightly more storage volume resulting in an "oversized" vault. Due to slight <br /> variations in the individual chamber sizes, the total footprint has also slightly changed but <br /> has no impact to the surrounding design. <br /> RAIDSERVER\2011\111003A\ENG\Field Change Cover Letter <br /> LAND USE CONSULTANTS • CIVIL ENGINEERS • LAND SURVEYORS • ENGINEERING CORPORATION <br />
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