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SKY VALLA Y, U Y & MAPPING
8021 228" ST SW
EDMONDS, WA 98026
EDDIE SHAWARI
22310 HWY 99
EDMONDS, WA 98026
RETAINING WALL
CITY OF EDMONDS PERMIT 42006-0644
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OCT 3 1 2000
Per your request, I have completed fieldwork to locate existing footing forms with respect to the West
property line for the parcel located at the above address. I proceeded as follows:
Research & Reconnaissance:
I acquired a Record of Survey for the parcel performed by Meyring & Associates in 1996, recorded under
AF #9608095001, Records of Snohomish County Washington. hn the field, I found the NW property
missing due to excavation. I found the SW property corner, as well as three other corners on the north
boundary.
Fieldwork:
I performed a field traverse on the parcel in order to find coordinate geometry for the existing property
corners as well as the westermnost footing forms for the proposed retaining wall. The forms were in place.
No concrete had been poured. I tools seven shots on what would be the western edge of concrete after forms
would be stripped.
Calculation:
After reducing fieldnotes, I compared the existing geometry with that shown on the above mentioned
Record of Survey. I found a "best fit" between the SW property corner, and the northernmost corner at a
point on the north property line where it jogs. I used this inverse as the Basis for the survey. Not only did
this represent the best fit (within 19 niches over 148.30 feet), but it uses corners which are shown and
described on the Record of Survey. I was then able to compare the remaining field data with a theoretical
position for the NW property corner.
Precision:
Accuracy can be expected to be within 1 unch in the East/West direction, and within 1.5 inches in the
North/South direction.
Conclusion:
If concrete were to be poured in the foundation footing forms as I found them ori
10•-27-06, the NW corner of the concrete would fall 0.49 feet East of the West property line, and the SW
corner of concrete would fall 1.28 feet East of the West property line. The concrete footing would not
encroach on the neighboring parcel to the West.
Thank you for the opportunity to be of service,
Michael E. Bell, PLS #18075
cc: Waite Architects
Attn: Steve Waite, AIA