PDX 2026-501 (51) C4.04.pdf
PDF 421 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 located in Oregon. The technical drawing sheet, designated as C4.04, depicts the pavement layout for Runway 10L-28R from station 235+00 to station 241+00, showing the placement of asphalt pavement sections in varying thicknesses (2", 4", 9", and 16" nominal sections) along with shoulder construction details. The plan includes specifications for full-depth asphalt pavement sections, joint sealing between asphalt and Portland Cement Concrete (PCC) pavement, inlay transitions to existing pavement, and multiple FAA and airfield electrical light beam foundation locations. The drawing references additional technical sheets for alignment geometry, paving limits, elevation plans, storm drain and underdrain systems, and electrical lighting plans. The document was prepared by HNTB Corporation's Portland office and is dated October 2026, with professional engineer Garrett P. Stevens (Oregon Registration No. 89696PE) providing design oversight.
The plan incorporates detailed construction notes addressing pavement protection, existing electrical vault and fixture preservation, fire hydrant vault protection, and coordination with airfield electrical systems. Station coordinates, bearing angles, and precise distances are provided for over 40 identified pavement locations along the runway section. The drawing scale is 1" = 30' with a graphic scale reference provided for verification. Design and drafting were completed by Gene Tupper and G. Stevens respectively, with project checking performed by C. Aasland and B. Foster. This technical documentation serves as a critical component of the construction contract specifications for the runway rehabilitation project.
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
VVV
V
V co co co co
236+97.01
110.50' RT
240+37.50
45.00' RT
240+37.50
75.00' RT
239+27.32
259.62' RT
239+11.30
280.25' RT
238+88.88
280.18' RT237+36.62
280.36' RT
237+06.51
280.35' RT
236+97.50
140.50' RT
237+17.74
162.39' RT
236+97.01
110.00' RT
239+27.32
265.57' RT
239+03.83
240.74' RT
239+95.24
119.49' RT
237+47.61
165.24' RT
238+78.10
185.91' RT
239+92.11
124.61' RT
239+15.70
164.50' RT
239+63.33
119.24' RT
238+96.42
255.54' RT
239+02.67
265.56' RT
237+29.52
118.43' LT
237+12.11
111.33' LT
237+82.97
110.30' LT
237+64.93
117.91' LT
239+66.38
124.41' RT
239+06.23
196.34' RT
5+
0+
239+03.84
179.32' RT
238+95.32
201.13' RT
238+94.45
222.30' RT
J
237+44.98
125.45' LT
237+50.46
125.28' LT
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 235+00 TO STA 241+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
TA
XI
W
AY
T
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
2:32:44 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 235+00 TO STA 241+00
GENE TUPPER
G. STEVENS
C.AASLAND
B. FOSTER
OCTOBER 2026
40 CD
PDX 2026-501 C4.042024D011 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
KEY NOTES:
EXISTING ELECTRICAL VAULT AND PAD ADJACENT TO RUNWAY
SHOULDER. SEE SHEETS E4.01 THROUGH E4.12 FOR
ELECTRICAL LIGHTING SHEETS.
PROTECT EXISTING SIGNS, FOUNDATIONS, AND FIXTURES TO
REMAIN PRIOR TO PAVEMENT INSTALLATION. SEE THE
AIRFIELD ELECTRICAL PLANS FOR FIXTURES TO REMAIN.
2" INLAY TRANSITION TO EXISTING PAVEMENT. SEE DETAIL
PROTECT EXISTING FIRE HYDRANT VAULT
JOINT SEALING AC PAVEMENT TO PCC PAVEMENT. SEE DETAIL
N LEGEND:
TAXIW
AY E
M
AT
C H
LI
N
E
ST
A
5+
.0 0, S
EE
S H
EE
T
C 4.
M
AT
C H
LI
N
E
ST
A
1+
.0 0, S
EE
S H
EE
T
C 4.
SCALE: IN FEET
60'30'0' 15' 90'
C4.22
C4.24
C4.20
5 10 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 4 (30SC) |
| 2026-10-06T16:19:17-0700 | |
| DIGITALLY SIGNED | |
| Garrett P Stevens |
File details come from the government source that posted it. Updated .