PDX 2026-5 (20) C4.03.pdf
PDF 561 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 plan and profile drawing document for the Portland International Airport (PDX) in Oregon, specifically detailing the Vehicle Service Road rehabilitation project from Station 30+50 to Station 40+50. The drawing is part of the larger Taxiway K West Gates E3 to E6 and Vehicle Service Road Rehabilitation project, designated as PDX 2026-5. The document, sheet number C4.03, was prepared by Chris Edwards (designer), B. Nielsen (drawn by and checked by), and P. Ebert (checked by), with a design date of October 2026. The plan view and profile view present the roadway alignment, grades, and elevation data at a horizontal scale of 1"=50' and a vertical scale of 1"=2', illustrating approximately 2,000 linear feet of vehicle service road with multiple vertical curves and grade breaks ranging from approximately 25.42 to 25.97 feet in elevation.
The drawing identifies existing infrastructure within the project corridor, including existing concrete pipe systems, duct banks, water lines, and multiple catch basins and manhole structures with recorded invert elevations and rim elevations. The document includes a note regarding optimal viewing and printing settings for technical clarity and was signed by registered professional engineer Brent Daniel Nielsen (Oregon PE #82697), with an expiration date of December 31, 2026. The drawing file was last modified on September 30, 2026, at 11:10:23 AM and is part of the civil design sheets for the rehabilitation project documentation.
View the file
Other files
Show 40 more
Latest 50 of 60 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
co
HPV
FW
FW
ST
S
STS
STS
ST
S
STS
STS
S
TS
STS
S
TS
AB
AN
D
ABAND.
ABAND.
ABAND.
A B
A N
D
A B
A N
D
ABAND.
ABAN
D
E E
E E
E E
E E E E
E
E
C O
M
COM
C O
M
COM
AF
A
FA
F
A F A F A
F
A F
MPH
+0
40+00
14'
16'
18'
20'
22'
24'
26'
28'
30'
14'
16'
18'
20'
22'
24'
26'
28'
30'
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
PV
I 3
3+
.3
G R
AD
E
BR
EA
K
EL
EV
. 2
5.
PV
I 3
4+
.3
G R
AD
E
BR
EA
K
EL
EV
. 2
5.
PV
I 3
5+
.3
G R
AD
E
BR
EA
K
EL
EV
. 2
5.
PV
I 3
6+
.3
G R
AD
E
BR
EA
K
EL
EV
. 2
5.
PV
I 3
7+
.3
G R
AD
E
BR
EA
K
EL
EV
. 2
5.
PV
I 3
7+
.3
G R
AD
E
BR
EA
K
EL
EV
. 2
5.
PV
I 3
9+
.6
G R
AD
E
BR
EA
K
EL
EV
. 2
5.
PV
I 3
9+
.6
M
AT
C H
G R
AD
E
EL
EV
. 2 5.
154 LF - 12" @ S = 0.53%
EXIST. CONCRETE PIPE
STA 32+67.42
IE=17.34 (15")
186 LF - 12" @ S = 1.59%
STS-EX-CB10264
STA 30+91.02
OFF 145.20' RT
RIM ELEV. 25.23
IE 21.16 (12")
STS-EX-CB10265
STA 32+66.09
OFF 143.70' RT
RIM ELEV. 25.21
IE 21.36 (12")
STS-EX-MH9730
STA 32+74.71
OFF 149.87' RT
RIM ELEV. 25.31
IE 17.20 (12")
IE 17.20 (18")
IE 21.26 (12")
IE 17.26 (15")
STS-EX-CB958
STA 34+62.83
OFF 145.47' RT
RIM ELEV. 25.39
IE 20.32 (12")
STS-EX-CB801
STA 36+39.79
OFF 145.46' RT
RIM ELEV. 25.40
IE 21.15 (12")
STS-EX-CB665
STA 37+93.61
OFF 145.44' RT
RIM ELEV. 25.39
IE 20.34 (12")
IE 20.09 (12")
STS-EX-MH588
STA 39+79.48
OFF 145.01' RT
RIM ELEV. 25.88
IE 17.13 (12")
IE 16.41 (24")
IE 16.40 (24")
IE 19.64 (12")
50' VC
PV
C
0+
.3
EL
EV
. 2 5.
PV
T
+2
4.
EL
EV
. 2 5.
PV
I 3
0+
.3
EL
EV
. 2
5.
LO
W P
T.
0+
EL
EV
. 2 5.
50' VC
PV
C
2+
.3
EL
EV
. 2 5.
PV
T
+8
9.
EL
EV
. 2 5.
PV
I 3
2+
.3
EL
EV
. 2
5.
LO
W P
T.
2+
EL
EV
. 2 5.
40' VC
PV
C
1+
EL
EV
. 2
5.
PV
T
+9
EL
EV
. 2
5.
PV
I 3
1+
EL
EV
. 2 5.
H I P
T.
1+
EL
EV
. 2 5.
35' VC
PV
C
9+
EL
EV
. 2
5.
PV
T
+5
EL
EV
. 2
5.
PV
I 3
9+
EL
EV
. 2 5.
H I P
T.
9+
EL
EV
. 2 5.
0.310% -0.361% 0.276% -0.139% 0.195% -0.163% 0.225% -0.216% 0.250% -0.311%
EXIST. DUCT BANK
STA 33+74.79
IE=18.10 (24")
EXIST. 6" WATER PIPE
STA 34+04.30
IE=22.33 (6")
N
SCALE: IN Feet
100500 25 150
12/11/2024
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
10:15:04 AM NIELSB R:\Aviation\PDX\2026\0005 - Taxiway K West E3-E6 and VSR Rehab\SHEETS - CIVIL\PLAN AND PROFILE.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
PLAN AND PROFILE
VEHICLE SERVICE ROAD STA 30+50 TO 40+50
CHRIS EDWARDS
B. NIELSEN
P. EBERT
B. NIELSEN
OCT 2026
20 CD
PDX 2026-5 C4.032025D033 103134
M
AT
C H
L
IN
E
- S
EE
S
H
EE
T C
4.
SCALE:
VEHICLE SERVICE ROAD STA 30+50 TO 40+50
PROFILE VIEW
1" = 50' HORIZ.
1" = 2' VERT.
SCALE:
VEHICLE SERVICE ROAD STA 30+50 TO 40+50
PLAN VIEW
1" = 50'1
N
KEY PLAN
SCALE : N.T.S.
MATCH LINE - SEE SHEET C4.02
JUNE 2 , 2 0 10BRENT DA NIEL NIELSEN
EXP: 12/31/2026
ENGINEER
RE
GIS
TERED PROFESSIONAL
OREGON
82697PE
AutoCAD SHX Text
STOP
| 2026-09-30T11:10:23-0700 | |
| Brent Nielsen | |
| I am the author of this document. |
File details come from the government source that posted it. Updated .