PDX 2026-501 (32) C3.06.pdf
PDF 410 KB Posted
- Solicitation number
- 147231
- Issued by
- Multnomah County, Oregon
About this file
This is a Pavement Removal Plans technical drawing document for the Portland International Airport North Runway Rehabilitation project in Oregon. The drawing depicts detailed pavement removal specifications for Runway 10L-28R, covering stations 253+00 to 259+00, and includes associated taxiway work. The project involves the removal of existing asphalt concrete pavement in varying depths, ranging from 2-inch nominal sections to 16-inch mill sections, with full-depth vertical saw cutting required along all adjacent pavement edges that will remain. The drawing provides a key plan, nominal curve table with specific radius and delta measurements for curves C15 through C22, and references to related civil utility removal plans (sheets C8.01-C8.05) and electrical removal plans (sheets E2.01-E2.12). The document is dated October 2026 and was prepared by the Portland office of the design firm (located at 5500 Meadows Road, Lake Oswego, Oregon), with design work completed by Gene Tupper, drawn by G. Stevens, and checked by C. Aasland and B. Foster.
The technical specifications establish that pavement removal is based on the 10L-28R centerline alignment and includes provisions for minimum 6-foot-width full-depth shoulder width, with notation that removal limits can be adjusted for constructibility but only the areas shown will be tracked for payment. The document includes detailed references to removal details (sheets C3.20) and enlarged views of taxiway corners, indicating coordination with broader project documentation. The drawing incorporates a legend distinguishing between different milling and removal sections and notes the presence of an existing electrical vault and pad adjacent to the runway shoulder that requires coordination with electrical removal work.
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Text version
V
V co co co co co co
V V
V
V
J COM
COMCOM
E
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E
E
E
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FW FW FW
STS
STS
E
STS
ST
SE
E
E
ABAND
SS
C O
M
FW FW
253+90.00
75.00' RT
254+08.41
139.77' RT
253+09.42
297.67' RT
253+87.60
292.61' RT
253+24.51
322.00' RT
254+29.94
231.50' RT
253+95.22
285.19' RT
254+43.28
258.37' RT
256+26.61
30.00' RT
256+26.61
75.00' RT
30'
35'
NOMINAL
CURVE TABLE
CURVE
C15
C16
C17
C18
C19
C20
C21
C22
R
35.00'
21.00'
600.00'
1500.00'
25.00'
570.00'
1470.00'
31.00'
DELTA
148° 16' 03"
61° 40' 51"
13° 08' 32"
26° 24' 20"
24° 33' 42"
5° 32' 04"
21° 40' 42"
32° 01' 31"
T
123.14'
12.54'
69.12'
351.90'
5.44'
27.55'
281.46'
8.90'
L
90.57'
22.61'
137.62'
691.29'
10.72'
55.06'
556.19'
17.33'
RP STATION RP OFFSET
251+34.83 244.25' RT
PORTLAND OFFICE
5500 MEADOWS RD., #250
LAKE OSWEGO, OR 97035
503.419.2130 OFFICE
503.639.2710 FAX
SCALE:
RUNWAY 10L-28R STA 253+00 TO 259+00
1" = 30'1
RUNWAY 10L-28R
TAXIWAY A6
M
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C H
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10/5/2026
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DESIGN NUMBER PROJECT NUMBER
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3:23:07 PM CAASLAND c:\users\caasland\dc\accdocs\hntb corporation\88598 - pdx north runway rehab\project files\shared cad\sheets - civil\pavement removal plans.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
NORTH RUNWAY REHABILITATION
PAVEMENT REMOVAL PLANS
RUNWAY 10L-28R STA 253+00 TO STA 259+00
GENE TUPPER
G. STEVENS
C. AASLAND
B. FOSTER
OCTOBER 2026
32 CD
PDX 2026-501 C3.062024D011 102981
KEY PLAN
SCALE : N.T.S.
M
AT
C H
LI
N
E
ST
A
3+
.0 0, S
EE
S H
EE
T
C 3.
FOR ENLARGED VIEW,
SEE TAXIWAY A6 - SE
CORNER DETAIL 4
C3.18
LEGEND:
16" ACP MILL SECTION,
SEE DETAIL
9" ACP MILL SECTION,
SEE DETAIL
4" NOMINAL ACP MILL SECTION,
SEE DETAIL
2" NOMINAL ACP MILL SECTION,
SEE DETAIL
3" - 5" ACP REMOVAL SECTION,
SEE DETAIL
10" - 11" ACP REMOVAL SECTION,
SEE DETAIL 8
C3.20
C3.20
C3.20
C3.20
C3.20
C3.20
FOR ENLARGED VIEW,
SEE TAXIWAY A6 - NW
CORNER DETAIL
SCALE: IN FEET
60'30'0' 15' 90'
N
253+90.00 110.00' RT
253+44.39 126.44' RT
256+96.77 768.90' RT
260+97.02 1575.00' RT
KEY NOTES:
FULL DEPTH VERTICAL SAW CUTTING IS REQUIRED FOR PAVEMENT
REMOVAL ALONG ALL ADJACENT PAVEMENT TO REMAIN.
EXISTING ELECTRICAL VAULT AND PAD ADJACENT TO RUNWAY
SHOULDER. SEE SHEETS E2.01 THROUGH E2.12 FOR ELECTRICAL
REMOVAL SHEETS
2" MILL TRANSITION TO EXISTING PAVEMENT. SEE DETAIL
PAVEMENT LIMITS SHOWN ARE TO ACCOMMODATE MINIMUM 6 FOOT
WIDTH FOR FULL DEPTH SHOULDER WIDTH. LIMITS CAN BE CHANGED
TO ACCOMMODATE CONSTRUCTIBILITY, HOWEVER ONLY THE AREAS
SHOWN WILL BE TRACKED FOR PAYMENT. SEE DETAIL
C3.20
256+96.77 768.90' RT
260+97.02 1575.00' RT
254+08.45 306.41' RT
254+08.45 306.41' RT
C3.18
NOTES:
1. PAVEMENT REMOVAL BASED ON 10L-28R CENTERLINE ALIGNMENT.
SEE SHEETS C1.01 THROUGH C1.11 FOR ALIGNMENT GEOMETRY.
2. FOR CIVIL UTILITY REMOVAL AND ADJUSTMENT PLANS, SEE SHEETS
C8.01 THROUGH C8.05.
3. FOR AIRFIELD ELECTRICAL REMOVAL PLANS, SEE SHEETS E2.01
THROUGH E2.12.
C3.20
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MULTICORELINK:PAVEMENT REMOVAL PLANS-PAVE. REM. PLAN 7 (30SC)
MULTICORELINK:PAVEMENT REMOVAL PLANS-PAVE. REM. PLAN 5 (30SC)
MULTICORELINK:PAVEMENT REMOVAL PLANS-PAVE. REM. DETAILS 1
MULTICORELINK:PAVEMENT REMOVAL PLANS-PAVE. REM. DETAILS 1
| Sheets and Views |
| PAVEMENT REMOVAL PLANS-PAVE. REM. PLAN 6 (30SC) |
| 2026-10-06T16:19:10-0700 | |
| DIGITALLY SIGNED | |
| Garrett P Stevens |
File details come from the government source that posted it. Updated .