PDX 2026-5 (33) C6.06.pdf
PDF 507 KB Posted
- Attached to
- Portland International Airport Taxiway K West Gates E3 to E6 and Vehicle Service Road Rehabilitation
- Solicitation number
- 146992
- Issued by
- Multnomah County, Oregon
About this file
This is a Final Stabilization Plan drawing for the Portland International Airport Taxiway K West Gates E3 to E6 and Vehicle Service Road Rehabilitation project in Oregon. The plan, prepared by engineer Brent Nielsen (PE #82697, Oregon registration expiring December 31, 2026), details the final grading and drainage design for the western portion of the taxiway and vehicle service road rehabilitation work. The drawing, dated October 2026 and revised on September 30, 2026, includes contour mapping at 0.2-foot intervals showing both existing and proposed finish paving elevations, paving limits, and high and low point elevations across the project site. Key infrastructure elements depicted include catch basins, cleanout structures, manholes, existing trench drains, and surface flow directions, with provisions to protect existing vegetated areas. The plan is presented at a scale of 1 inch equals 50 feet and references adjacent sheets for comprehensive project coordination.
The drawing serves as a technical specification document establishing the final stabilization requirements for erosion control and stormwater management across the taxiway and vehicle service road rehabilitation area. The plan coordinates with related sheets, specifically referencing Sheet C6.04, and includes a key plan for site orientation. All design elements conform to standard civil engineering practices for airport infrastructure projects, with the document bearing the professional seal and signature of the registered engineer responsible for the design. No specific bidding timeline, contract award date, pricing information, or funding details are contained within this technical drawing.
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Text version
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DESIGN NUMBER PROJECT NUMBER
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10:25:57 AM NIELSB R:\Aviation\PDX\2026\0005 - Taxiway K West E3-E6 and VSR Rehab\SHEETS - CIVIL\EROSION CONTROL PLAN.dwg
DISC. SHT. NO.
DRAWING SCALE IS REDUCED 50% WHEN SHEET SIZE IS 11" x 17"
DESIGN BY
DRAWN BY
CHECKED BY
DATE
SHEET NO.
SUBMITTED BY
DRAWING NO.
TYPE:
1/
4" 1/
2" 1"
1/
4" 1/
2" 1"
DATE BY REVISION APPDATE BY REVISION APP ##
IF ELECTRONIC SIGNATURE IS BROKEN OR MISSING - THIS IS NOT A LEGAL DRAWING
PORTLAND INTERNATIONAL AIRPORT
TAXIWAY K WEST GATES E3 TO E6 & VEHICLE SERVICE ROAD REHABILITATION
FINAL STABILIZATION PLAN - WEST
CHRIS EDWARDS
B. NIELSEN
P. EBERT
B. NIELSEN
OCT 2026
33 CD
PDX 2026-5 C6.062025D033 103134
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KEY PLAN
SCALE : N.T.S.
SCALE:
FINAL STABILIZATION PLAN - WEST
1" = 50'1
℄TAXIWAY K
JUNE 2 , 2 0 10BRENT DA NIEL NIELSEN
EXP: 12/31/2026
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
82697PE
LEGEND:
FINISH PAVING CONTOUR
(SHOWN @ 0.2' INTERVALS)
EXISTING GRADING CONTOUR
(SHOWN @ 0.2' INTERVALS)
PAVING LIMITS
HIGH POINT ELEVATION
LOW POINT ELEVATION
CLEANOUT
CATCH BASIN
MANHOLE
SURFACE FLOW DIRECTION
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(PROP / EXIST)
EXISTING TRENCH DRAIN
EXISTING CATCH BASIN
EXISTING CATCH BASIN EXISTING CATCH BASIN
EXISTING CATCH BASIN
PROTECT EXISTING
VEGETATED AREA
LIMITS OF NEW PAVING
LIMITS OF NEW PAVING
| 2026-09-30T11:11:16-0700 | |
| Brent Nielsen | |
| I am the author of this document. |
File details come from the government source that posted it. Updated .