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1920 MERRILL CREEK PKY 2018-01-01 MF Import
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MERRILL CREEK PKY
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1920 MERRILL CREEK PKY 2018-01-01 MF Import
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Last modified
11/16/2018 1:32:55 PM
Creation date
2/26/2017 7:34:17 AM
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Address Document
Street Name
MERRILL CREEK PKY
Street Number
1920
Notes
& 1930
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Gordon Witcher <br /> February 20, 1997 <br /> Page 2 <br /> • the power pole ol£of the southeast corner has been removed and reinstalled at the toe of the <br /> rockery by Snohomish County PUD where the power line alignment turns east over the bank <br /> • handicap parking stalls have shown at the northerly limit of the new parking area <br /> • a light standard has been called out in the new parking area <br /> • the 6re hydrant off of the southeast corner has been relocated --60' to the north of the <br /> southeast corner and—50' off of the east face <br /> • the alignment of the travelway has been modified to provided Iarge tuming radii <br /> • the entry at the mid-point of the building has been revised as indicated <br /> • landscape islands, a dining terrace, a drop off zone, an entry plaza, and a deck with adjacent <br /> landscaping rocks have been added by the tenanYs Landscape Architect (Roger Hill) <br /> • a building entry has been added along the northerly portion <br /> • handicap parking stalls have shown north of thc loading zone <br /> North end <br /> • the landscape islands to the north have been revised and the westerly sidewalk along those <br /> landscape islands has been removed , <br /> • handicap parking stalls have shown at the west end of the parking strip along the north <br /> • a lighted tenant sign has been added to the northerly landscape island <br /> Drainage <br /> The aggregate of all of the above revisions increased the total impervious area on the site by <br /> approximately 12,000 SF or 0.28 acres. Therefore, when compared to the total impervious area <br /> contributing to the north pond (9.96 acres), the increase in contributing impervious area due to <br /> the added impervious area is 0.28/9.96 = 2.8%. The volume described in our detention pond <br /> asbuilt submittal of December 5, 1996 showed that the pond was built to exceed the minimum <br /> required volume by with more than 25,000 CF . This additional volume easily compensates for <br /> the added impervious area. <br /> The Contractor will be completing the above described revisions soon. Also, the Tenant's � <br /> Landscape Architect (Roger Hill) will be submitting detailed landscaping plans to the Planaing <br /> Department for landscaping review showing the above revisions in his base sheet. Therefore, <br /> please provide any comments at your earliest convenience. <br /> Sincerely, <br /> TRIAD ASSOCIATES <br /> �i/� �-j���� <br /> Don Hill, P.E. <br /> Senior Engineer <br /> enclosures <br /> ce: Darcen Peugh, Intracorp SeatUe <br /> Bill Foster, Intracorp Seaway <br />
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