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❑ <br />����od�� <br />OGT 2 g 199g <br />October 28, 1998 <br />Mr. Gordon Witcher <br />City of Everett Public Works <br />3200 Cedaz Street <br />Everett WA 98201 <br />Re: Intracorp Seaway, Tract 2 <br />Triad Job No. 97-150 <br />Dear Gordon; <br />CITY OF EVFRET'f <br />Permlt Services <br />� <br />TRIAD ASSOCU►7FS <br />Proicct Mnna9en�cnt <br />Cr.J Enginecnng <br />i..�na s�,��w„�.i <br />; nr J u,o r�a��nmq <br />,,,,��;:��,���� �,�,.����:,�, <br />We have revised the Grading and Utility Plans in response to your redlined comments. Your <br />redlined comments were provided on the attached set of the plans (1 ] sheets, 9/3//98) and we <br />have responded to them as highlighted in green pen. The attached Grading and Utility Plans <br />(mylars, 11 sheets, 10/23/98) have been revised as follows: <br />Shect 2 <br />Per Alan Locke's comment, both construction entrances have been revised to start at the <br />west end of the respective existing bridge decks. 1T►e northerly construction entrance has <br />been shown to tum to the south to miss TESC Pond 2. The cotresponding detail on sheet <br />3 has revised been accordingly; <br />Sheet 5 <br />The rockery shown at the west end of Section B-B is necessary in order to provide access <br />around the west side of Building B. The rockery will be approximately 8' high and has <br />bcen shown to shuw its relationship with the existing slope. Additional detail for this <br />cross section and the cross sections on sheet 5 has been added to show the pavement <br />widths, flowline, minimum cross slopes, curbs, and relationship with adjacent <br />property/site constraints; <br />Shcet 6 <br />Per Wayne Went's comment, curb ramps and crosswalk suiping have been shown and <br />called out at the southeast comer of Building B and at the nonheast comer of Building C. <br />The crosswalk at the northeast comer of Building C has been shown to coincide with the <br />handicap stalls along the east face of Building C approximately 75' south of the northeast <br />corner. The handicap stalis, curb ramps and crosswalk are in this location to provide the <br />required maximum slope from the handicap stalls to the building entry, This alignment <br />rcc;uires a rockery with handrail for the sidewalk along the east side of the road and a <br />smal� wall with handrail for the portion of sidewalk from the handicap stalls to the <br />building entry. Details regazding the rockery are shown on sheet 4!grading plan) and <br />shcet :i (Section A-A). Details regarding the small wall are shown on sheet 4(grading <br />P�an)> <br />I ld t 4 1 i5ih Avenuc+ NE. KirlJantl. 15'ash�npiw 98034�69T7 <br />PhoM <25 821.8448 Toll FfN 800.4BB 0756 FL< 425 821 3J81 Inbrn�l wixv InatlassoC com <br />� <br />