PDX 2026-501 (53) C4.06.pdf
PDF 401 KB Posted
- Solicitation number
- 147231
- Issued by
- Multnomah County, Oregon
About this file
This is a pavement layout plan document for the Portland International Airport North Runway Rehabilitation project in Oregon, specifically detailing the runway 10L-28R design from station 247+00 to station 253+00. The plan shows the pavement geometry and construction specifications for the runway rehabilitation effort, prepared by HNTB Corporation and designed by Gene Tupper with engineering by registered professional Garrett P. Stevens (Oregon License No. 89696PE, expiration 06/30/28). The drawing indicates multiple asphalt pavement sections of varying nominal thicknesses (16 inches, 9 inches, 4 inches, and 2 inches) along with full-depth 4-inch shoulder asphalt concrete pavement sections, all referenced to detailed specifications on sheet C4.20. The plan cross-references related design sheets for alignment geometry, elevation plans, storm drain and underdrain systems, and airfield electrical lighting foundations, with notation that certain FAA and electrical light beam foundations will be completed either before or after asphalt paving completion.
The document serves as a technical engineering plan rather than a procurement document and includes coordinate references and elevation notations for specific points along the runway. The plan was prepared as of October 2026 and printed on October 6, 2026, with design coordination occurring among the team members listed. The document references existing electrical vaults and pads adjacent to the runway shoulder and indicates a 2-inch inlay transition to existing pavement where new construction meets the existing runway surface. Additional specifications and construction details are contained in referenced cross-sheets including electrical lighting plans and drainage systems documentation.
View the file
Other files
Show 40 more
Latest 50 of 308 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
V VVV
co co coco co co co
P
P
251+36.20
269.21' RT 251+97.76
270.00' RT
251+36.53
275.20' RT
251+49.60
271.50' RT
251+47.97
265.51' RT
251+79.56
263.65' RT
251+79.56
270.00' RT
251+67.46
271.50' RT
0+
252+92.27
270.00' RT
N LEGEND:
M
AT
C H
LI
N
E
ST
A
3+
.0 0, S
EE
S H
EE
T
C 4.
M
AT
C H
LI
N
E
ST
A
7+
.0 0, S
EE
S H
EE
T
C 4.
PORTLAND OFFICE
5500 MEADOWS RD., #250
LAKE OSWEGO, OR 97035
503.419.2130 OFFICE
503.639.2710 FAX
S EPT EMBER 0 8 , 2
0 20
GARRETT P. STEVENS
EXP: 06/30/28
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
89696PE
SCALE:
RUNWAY 10L-28R STA 247+00 TO STA 253+00
1" = 30'1
NOTES:
1. PAVEMENT LAYOUT BASED ON 10L-28R CENTERLINE ALIGNMENT. SEE
SHEETS C1.01 THROUGH C1.11 FOR ALIGNMENT GEOMETRY AND PAVING
LIMITS.
2. FOR NEW PAVEMENT GEOMETRY ABUTTING EXISTING PAVEMENT TO REMAIN,
SEE GEOMETRY PLANS C1.01 THROUGH C1.11.
3. SEE SHEETS C7.01 THROUGH C7.35 FOR PAVING ELEVATION PLANS.
4. SEE SHEETS C9.01 THROUGH C9.04 FOR STORM DRAIN AND UNDERDRAIN
PLANS.
5. SEE SHEETS E3.01 THROUGH E3.12 FOR AIRFIELD ELECTRICAL GEOMETRY
PLANS.
6. LOCATIONS SHOWN REPRESENT FAA AND AIRFIELD ELECTRICAL LIGHT BEAM
FOUNDATIONS. SOME FOUNDATIONS WILL BE COMPLETED AFTER THE
COMPLETION OF THE ASPHALT PAVING, WHILE OTHER LOCATIONS WILL BE
COMPLETED PRIOR TO THE COMPLETION OF ASPHALT PAVING. REFER TO
EXHIBIT C (FAA PLANS) AND ELECTRICAL LIGHTING PLANS (E4.01 TO E4.12)
FOR DETAILS.
RUNWAY 10L-28R
10/6/2026
C
AN
Y O
U S
EE
T
H E
AI
R
PL
AN
ES
T H
E
AD
JA
C
EN
T
SA
M
PL
ES
S H
O W
T H
R
EE
D
IF
FE
R
EN
T
LE
VE
LS
O
F
SH
AD
IN
G
SE
TT
IN
G
S
FO
R V
IE
W
IN
G
A N
D P
R
IN
TI
N
G D
R
AW
IN
G
C O
N
TE
N T
AR
E
O
PT
IM
IZ
ED
W
H
EN
AL
L
TH
R
EE
P
LA
N
ES
A
R E
VI
SI
BL
E.
T H
IS
G
U
ID
AN
C
E
IS
P R
O
VI
D
ED
F O
R R
EF
ER
EN
C
E O
N
LY
PRINTED:
lig ht da rk gr ay bl ac k
DESIGN NUMBER PROJECT NUMBER
2"
G R
AP
H
IC
S
C
AL
E
- F
O R
R
EF
ER
EN
C E
O N
LY
gr ay
2:34:04 PM GSTEVENS c:\users\gstevens\dc\accdocs\hntb corporation\88598 - pdx north runway rehab\project files\shared cad\sheets - civil\pavement layout plans.dwg
DISC. SHT. NO.
DRAWING SCALE IS RED8&ED �0� 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 LAYOUT PLAN
RUNWAY 10L-28R STA 247+00 TO STA 253+00
GENE TUPPER
G. STEVENS
C.AASLAND
B. FOSTER
OCTOBER 2026
40 CD
PDX 2026-501 C4.062024D011 102981
KEY PLAN
SCALE : N.T.S.
N
16" NOMINAL ASPHALT PAVEMENT
SECTION, SEE DETAIL
9" NOMINAL ASPHALT PAVEMENT
SECTION, SEE DETAIL
4" NOMINAL ASPHALT PAVEMENT
SECTION, SEE DETAIL
2" NOMINAL ASPHALT PAVEMENT
SECTION, SEE DETAIL
FULL DEPTH 4" SHOULDER ACP
SECTION, SEE DETAIL
FAA AND AIRFIELD ELECTRICAL
FOUNDATIONS, SEE NOTE 6.
C4.20
C4.20
C4.20
C4.20
C4.20
SCALE: IN FEET
60'30'0' 15' 90'
KEY NOTES:
EXISTING ELECTRICAL VAULT AND PAD ADJACENT TO
RUNWAY SHOULDER. SEE SHEETS E4.01 THROUGH E4.12
FOR ELECTRICAL LIGHTING SHEETS.
2" INLAY TRANSITION TO EXISTING PAVEMENT. SEE DETAIL
C4.221 1 11
TAXIWAY A6
C4.20
AutoCAD SHX Text 777 108th Avenue NE, Suite 1000 Bellevue, WA 98004 Tel (425) 455-3555 Fax (425) 453-9179 www.hntb.com
AutoCAD SHX Text
HNTB CORPORATION
| Sheets and Views |
| PAVE. LAYOUT PLAN 6 (30SC) |
| 2026-10-06T16:19:17-0700 | |
| DIGITALLY SIGNED | |
| Garrett P Stevens |
File details come from the government source that posted it. Updated .