PDX 2026-501 (140) C7.34.pdf
PDF 419 KB Posted
- Solicitation number
- 147231
- Issued by
- Multnomah County, Oregon
About this file
This is a paving elevation plan document for the Portland International Airport North Runway Rehabilitation project in Oregon, specifically detailing Runway 10L-28R from station 320+31 to 323+50. The plan provides spot elevation data for 206 reference points (numbered 34000-34205) across the runway and adjacent taxiway areas, with elevations ranging from approximately 28.42 feet to 30.60 feet above NAVD 88 datum. The document indicates existing pavement conditions to be matched and identifies grade breaks, infield notes reference erosion control, grading, utility adjustments, and pavement marking plans contained in separate specification sheets. The plan was prepared by HNTB Corporation's Portland office and dated October 6, 2026, with design authority assigned to Gene Tupper, drawn by G. Stevens, and checked by C. Aasland and B. Foster.
The elevation plan serves as a technical specification sheet for contractors undertaking the runway rehabilitation work and does not contain pricing information, set-asides, incumbency details, or funding source documentation. The plan references related design sheets including erosion control and grading plans (C5.01-C5.18), utility adjustment plans (C8.01-C8.05), pavement marking plans (C10.01-C10.14), and electrical removal sheets (E2.01-E2.12), indicating this document is part of a comprehensive construction package. The graphic scale is provided at 1 inch equals 20 feet, with notation that the drawing is reduced 50 percent when printed on 11-inch by 17-inch sheets.
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Text version
34015 29.28'
34033 29.28'
34053 29.28'
34074 29.27'
34094 29.26'
34111 29.26'
34128 29.25'
34145 29.24'
34162 29.21'
34001 29.28'
VV
17.5'
(TYP.)
18.75'
(TYP.)25.0'
(TYP.)
17.5'
(TYP.)
25.0'
(TYP.)
25.0'
(TYP.)
18.75'
(TYP.)
SH
O
U
LD
ERSTR
U
C
TU
R
AL
34000 29.15'
IF
34002 29.54'
34003 29.80'
34004 30.00'
34005 30.19'
34006 30.38'
34007 30.57'
34008 30.38'
34009 30.19'
34010 29.96'
34011 29.73'
34012 29.56'
34013 29.27'
35001
34014 29.16'
IF
34016 29.55'
34017 29.81'
34018 30.00'
34019 30.19'
34020 30.38'
34021 30.57'
34022 30.38'
34023 30.19'
34024 29.96'
34025 29.73'
34027 29.42'
34028 29.18'
34030 28.92'
34031 28.79'
IF
34032 29.16'
IF
34034 29.55'
34035 29.81'
34036 30.00'
34037 30.19'
34038 30.38'
34039 30.57'
34040 30.38'
34041 30.19'
34042 29.96'
34044 29.74'
34045 29.36'
34047 29.29'
34048 29.02'
34050 28.64'
34051 28.51'
IF
34052 29.15'
IF
34054 29.55'
34055 29.81'
34056 30.00'
34057 30.19'
34058 30.38'
34059 30.57'
34060 30.36'
34061 30.19'
34062 29.97'
34063 29.75'
34064 29.75'
34065 29.47'
34067 29.20'
34068 29.13'
34069 28.84'
34071 28.55'
34072 28.42'
IF
34073 29.15'
IF
34075 29.54'
34076 29.80'
34077 30.00'
34078 30.19'
34079 30.38'
34080 30.57'
34081 30.38'
34082 30.17'
34083 29.97'
34084 29.75' 34085 29.75'
34086 29.51'
34087 29.28'
34088 29.09'
34089 29.07'
34090 28.87'
34091 28.63'
34092 28.83'
34093 29.14'
IF
34095 29.54'
34096 29.80'
34097 29.99'
34098 30.19'
34099 30.38'
34100 30.57'
34101 30.38'
34102 30.19'
34103 29.97'
34104 29.76'
34105 29.76' 34106 29.53'
34107 29.33'
34108 29.13'
34109 28.89'
34110 29.13'
IF
34112 29.53'
34113 29.79'
34114 29.99'
34115 30.19'
34116 30.38'
34117 30.57'
34118 30.38'
34119 30.19'
34120 29.98'
34122 29.77'
34123 29.54'
34124 29.33'
34125 29.20'
34126 28.99'
34127 29.13'
IF
34129 29.52'
34130 29.79'
34131 29.99'
34132 30.19'
34133 30.38'
34134 30.57'
34135 30.38'
34136 30.19'
34137 29.98'
34138 29.77'
34139 29.77'
34140 29.55'
34141 29.41'
34142 29.30'
34143 29.14'
34144 29.12'
IF
34146 29.52'
34147 29.78'
34148 29.99'
34149 30.19'
34150 30.38'
34151 30.55'
34152 30.38'
34153 30.19'
34154 29.98'
34155 29.78'
34156 29.78'
34157 29.62'
34158 29.50'
34159 29.43'
34160 29.32'
34161 29.09'
IF
34163 29.51'
34164 29.82'
34165 30.02'
34166 30.22'
34167 30.41'
34168 30.58'
34169 30.42'
34170 30.20'
34171 30.01'
34172 29.84' 34173 29.86'
34174 29.74'
34175 29.65'
34176 29.60'
34177 29.55'
34178 29.03'
IF
34180 29.51
MATCH
EXISTING
34181 29.86
MATCH
EXISTING
34182 30.07
MATCH
EXISTING
34183 30.26
MATCH
EXISTING
34184 30.44
MATCH
EXISTING
34185 30.60
MATCH
EXISTING
34186 30.45
MATCH
EXISTING
34187 30.23
MATCH
EXISTING
34188 30.05
MATCH
EXISTING
34189 29.92
MATCH
EXISTING
34190 29.82
MATCH
EXISTING
34191 29.76
MATCH
EXISTING
34192 29.74'
34193 29.73'
34194 29.47
MATCH
EXISTING
34195 29.46'
34196 29.46'
34197 29.17
MATCH
EXISTING
34200 29.14' 34201
29.02'
IF
34202 29.19'
34203 29.06'
IF
34043 29.74'
34121 29.76'
34199 29.03
MATCH
EXISTING
34198 29.23
MATCH
EXISTING
34204 29.19' 34205
29.06'
IF
34179 29.15
MATCH
EXISTING
N
SCALE:
RUNWAY 10L-28R STA 320+31 TO 323+50
1" = 20'1
RUNWAY 10L-28R
TA
XI
W
AY
A
PORTLAND OFFICE
5500 MEADOWS RD., #250
LAKE OSWEGO, OR 97035
503.419.2130 OFFICE
503.639.2710 FAX
10/6/2026
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PRINTED:
lig ht da rk gr ay bl ac k
DESIGN NUMBER PROJECT NUMBER
2"
G R
AP
H
IC
S
C
AL
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- F
O R
R
EF
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C E
O N
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gr ay
1:59:33 PM GSTEVENS c:\users\gstevens\dc\accdocs\hntb corporation\88598 - pdx north runway rehab\project files\shared cad\sheets - civil\paving elevation 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
PAVING ELEVATION PLAN
RUNWAY 10L-28R STA 320+31 TO 323+50
GENE TUPPER
G. STEVENS
C. AASLAND
B. FOSTER
OCTOBER 2026
140 CD
PDX 2026-501 C7.342024D011 102981
M
AT
C H
LI
N
E
ST
A
0+
, S
EE
S H
EE
T
C 7.
MATCHLINE TAXIWAY A1 (10L-28R 155' RT), SEE SHEET C7.35
SCALE: IN FEET
40200 10 60
KEY PLAN
SCALE : N.T.S.
LEGEND:
SPOT NUMBER REFERENCE
AND SPOT ELEVATION
ASPHALT CONCRETE
PAVEMENT
ELEV.
co CLEANOUT
CATCH BASIN
MANHOLE
ELECTRICAL VAULTS
RUNWAY/TAXIWAY LIGHTS
AIRFIELD GUIDANCE SIGN
co
GRADE BREAK
IF INFIELD
NOTES:
1. ELEVATION DATUM IS NAVD 88.
2. POINT NUMBERS RANGE FROM 34000 - 34205.
3. FOR EROSION CONTROL AND GRADING PLANS
SEE SHEETS C5.01 THROUGH C5.18.
4. FOR UTILITY ADJUSTMENT PLANS SEE SHEETS
C8.01 THROUGH C8.05.
5. FOR PAVEMENT MARKING PLANS SEE SHEETS
C10.01 THROUGH C10.14.
6. SEE ELECTRICAL REMOVAL SHEETS E2.01 TO
E2.12 FOR LIGHT FIXTURE REMOVAL AND
PROTECTION PRIOR TO THE REMOVAL OR
MILLING OF ANY EXISTING ASPHALT WITHIN THE
WORK AREA.
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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
MULTICORELINK:PAVING ELEVATION PLANS-TWY A2 (2)
MULTICORELINK:PAVING ELEVATION PLANS-TWY A1 (2)
MULTICORELINK:PAVING ELEVATION PLANS-TWY A1 (2)
| 2026-10-06T16:19:03-0700 | |
| DIGITALLY SIGNED | |
| Garrett P Stevens |
File details come from the government source that posted it. Updated .