File #: 2010-0454    Version:
Type: Ordinance Status: Passed
File created: 8/23/2010 In control: Environment and Transportation Committee
On agenda: 10/4/2010 Final action: 10/4/2010
Enactment date: Enactment #: 16941
Title: AN ORDINANCE relating to the establishment of the 212th Avenue Northeast realignment from the intersection of existing 212th Avenue Northeast northerly to Northeast Woodinville-Duvall Road.
Sponsors: Larry Phillips, Kathy Lambert
Indexes: Duvall, City of, Woodinville, City of
Attachments: 1. 16941.pdf, 2. B. County Road Engineer's Report, 3. 2010-0454 Transmittal Letter.doc, 4. 2010-0454 Fiscal Note.xls, 5. 2010-0454 Attachment to Transmittal Letter--Vicinity Map - NE WDR at 212th Ave NE.doc, 6. 2010-0454 Determination of Nonsignificance.pdf, 7. 2010-0454 Environmental Checklist.pdf, 8. 2010-0454 Staff report - realign 212th Ave. NE, 9. 2010-0454 -Att 4 - draft amendment.pdf, 10. 2010-0454 hearing notice.doc, 11. 2010-0454 Revised Staff Report - realign, 12. A. Map of NE Woodinvile - Duvall Road at 212th Avenue NE - Establishment Plan, 13. B. County Road Engineer's Report revised 8-31-10, 14. C. County Road Engineer's Field Notes, 15. D. NE Woodinville-Duvall Rd @ 212th Ave NE--Channelization Plan
Staff: Carlson, Paul
Drafter
Clerk 09/01/2010
title
AN ORDINANCE relating to the establishment of the 212th Avenue Northeast realignment from the intersection of existing 212th Avenue Northeast northerly to Northeast Woodinville-Duvall Road.
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      BE IT ORDAINED BY THE COUNCIL OF KING COUNTY:
      SECTION 1.  The director of the department of transportation has made an examination of establishment of the 212th Avenue Northeast realignment from the intersection of existing 212th Avenue Northeast northerly to Northeast Woodinville-Duvall Road along the course and description set forth below and has made a favorable report upon the same, as required by RCW 36.81.050.
      SECTION 2.  Said road shown on Attachment A to this ordinance shall be established as follows:
Those portions of the Southeast Quarter of Section 8 and of the Southwest Quarter of Section 9, all in Township 26 North, Range 6 East, Willamette Meridian, King County, Washington, and being described as follows:
Commencing at the Southeast corner of said Section 8; thence N 0102'59” E along the east line of said Section 8 being also the west line of said Section 9, a distance of 1785.77 feet to the point of curvature of a non-tangent curve to the right, the radial center of which bears S 88˚55'53” E, a distance of 380.00 feet, said point being Point of Beginning of this establishment centerline, said point having a calculated NAD83-91 Washington State plane coordinate of N276893.28, E1340287.27 at Engineer's Station 99+73.50; thence along said curve to the right, through a central angle of 40°28'51”, an arc distance of 268.48 feet to Engineer's Station 102+41.98; thence N 41°44'20” E, on a non-tangent bearing, a distance of 170.64 feet to Engineer's Station 104+12.62, said point being on the right-of-way centerline of Northeast Woodinville-Duvall Road, said point having a calculated NAD83-91 Washington State Plane coordinate of N277265.57, E1340496.42, and the terminus of said establishment centerline.
The length of said establishment centerline to be 439.12 feet or 0.08 miles.
      That said road should be established at a variable right-of-way width left and right of the above-mentioned establishment centerline and described as follows:
RIGHT-OF-WAY DESCRIBED AS FOLLOWS:
Those portions of the Southwest Quarter of Section 9, all in Township 26 North, Range 6 East, Willamette Meridian, King County, Washington, and being described as follows:
Commencing at the Southwest corner of said Section 9; thence N 01 02' 59” E along the west line of said Section 9, a distance of 1785.77 feet to the point of curvature of a non-tangent curve to the right, the radial center of which bears S 88˚55'53” E, a distance of 380.00 feet, said point having a calculated NAD83-91 Washington State plane coordinate of N276893.28, E1340287.27 at Engineer's Station 99+73.50 of King County Survey 8-26-6-12 filed at the office of the King County Engineer; thence along said curve to the right, through a central angle of 22°54'03”, an arc distance of 151.88 feet to a point on the east margin of existing 212th Avenue Northeast said point being Engineer's Station 101+25.38 of said Survey, said point being the Point of Beginning; thence N 01˚02'59” E a distance of 87.78 feet along said east margin to the point of curvature of a non-tangent curve to the right, the radial center of which bears S 54˚59'09” E, a distance of 422.00 feet, said point being 42.00 feet left of Engineer's Station 101+98.63 of said survey; thence along said curve to the right, through a central angle of 6˚32'41”, an arc distance of 48.20 feet, to a point having a calculated NAD83-91 Washington State Plane coordinate of N 277166.14, E 1340351.43; thence N 41˚44'20” E, on a non-tangent bearing, a distance of 95.71 feet to the point of curvature of a tangent curve to the left, the radial center of which bears N 48˚15'40” W, a distance of 25.00 feet, said point being 42.00 feet left of Engineer's Station 103+37.62 of said survey; thence along said curve to the left, through a central angle of 90˚00'00”, an arc distance of 39.27 feet, to a point being 67.00 feet left of Engineer's Station 103+62.62 of said survey; thence N 48˚15'40” W a distance of 104.46 feet to a point on the east margin of existing 212th Avenue Northeast, said point being the point of curvature of a non-tangent curve to the right, the radial center of which bears S 36˚43'27” E, a distance of 25.00 feet, said point being 171.46 feet left of Engineer's Station 103+62.62 of said survey; thence along said curve to the right, through a central angle of 78˚27'46”, an arc distance of 34.24 feet to a point on the southwesterly margin of Northeast Woodinville-Duvall Road, said point being 146.97 feet left of Engineer's Station 103+82.62 of said survey; thence S 48˚15'40” E along said southwesterly margin a distance of 500.82 feet, to a point being 353.85 feet right of Engineer's Station 103+82.62 of said survey; thence S 41˚44'00” W a distance of 20.00 feet, to a point being 353.85 feet right of Engineer's Station 103+62.62 of said survey; thence N 48˚15'40” W a distance of 286.85 feet to the point of curvature of a tangent curve to the left, the radial center of which bears S 41˚44'20” W, a distance of 25.00 feet, said point being 67.00 feet right of Engineer's Station 103+62.62 of said survey; thence along said curve to the left, through a central angle of 90˚00'00”, an arc distance of 39.27 feet, to a point being 42.00 feet right of Engineer's Station 103+37.62 of said survey; thence S 41˚44'20” W a distance of 95.57 feet to the point of curvature of a non-tangent curve to the left, the radial center of which bears S 48º27'44” E, a distance of 338.00 feet, said point being 42.00 feet right of Engineer's Station 102+42.05 of said survey; thence along said curve to the left, through a central angle of 40˚28'10”, an arc distance of 238.74 feet, to a point being 42.00 feet right of Engineer's Station 99+73.50 of said survey; thence N 88˚55'53” W a distance of 12.00 feet to a point on the east margin of existing 212th Avenue Northeast, said point being 30.00 feet right of Engineer's Station 99+73.50 of said survey; thence N 01˚02'59” E along said east margin, a distance of 147.87 feet to the point of beginning.
Containing approximately 31,822 square feet or 0.73 acres.
      SECTION 3.  The King County council finds the establishment of said roadway, along the course and description set forth, is a public necessity.
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Publish two consecutive weeks
Roads posts at the proposed establishment site 20 days prior to the hearing
Newspaper: Seattle Times