PDX 2026-501 (130) C7.24.pdf
PDF 408 KB Posted
- Solicitation number
- 147231
- Issued by
- Multnomah County, Oregon
About this file
This is a paving elevation plan drawing for the Portland International Airport North Runway Rehabilitation project in Oregon, specifically for Runway 10L-28R from station 286+65 to station 290+86. The plan provides detailed elevation data for asphalt concrete pavement rehabilitation work, including spot elevation measurements for 265 reference points (numbered 24000-24264) across the runway section. The document references related project sheets for 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) for light fixture protection prior to asphalt milling operations. The elevation datum used is NAVD 88, with measurements ranging from approximately 25.49 feet to 27.70 feet across the surveyed runway surface.
The drawing was prepared by HNTB Corporation, a design and engineering firm, with design work by Gene Tupper, drawing by G. Stevens, and checking by C. Aasland and B. Foster, dated October 2026. The plan includes a key plan reference, legend identifying spot elevation numbers, asphalt concrete pavement areas, cleanouts, catch basins, manholes, electrical vaults, runway and taxiway lights, and airfield guidance signs. This technical document serves as a reference for contractors performing rehabilitation work and indicates coordination with multiple design disciplines including civil, electrical, and utility infrastructure components across the Portland International Airport North Runway project.
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Text version
24005 26.20' co co co
0+ co
24020 26.20'
24035 26.17'
24053 26.13'
24071 26.13'
24085 26.15'
24086 26.02'
IF
24100 26.14'
24101 26.02'
IF
24115 26.12'
24116 25.99'
IF
24130 26.11'
24131 25.99'
IF
24145 26.08'
24146 25.96'
IF
24160 26.05'
24161 25.93'
IF
24175 26.05'
24176 25.93'
IF
24190 26.05'
24191 25.92'
IF
24205 26.03'
24206 25.90'
IF
24220 26.01'
24221 25.89'
IF
24235 26.00'
24236 25.88'
IF
24250 26.02'
24251 25.89'
IF
24008 27.09'
24009 27.32'
24010 27.51'
24011 27.70'
24012 27.51'
24013 27.32'
24014 27.09'
24015 26.85'
24016 26.48'
24017 26.29'
24019 26.07'
IF
24021 26.39'
24022 26.83'
24023 27.07'
24024 27.30'
24025 27.49'
24026 27.68'
24027 27.49'
24028 27.30'
24029 27.07'
24030 26.83'
24031 26.46'
24032 26.30'
24033 26.17'
IF
24034 26.05'
IF
24036 26.36'
24037 26.82'
24038 27.05'
24039 27.29'
24040 27.47'
24041 27.66'
24042 27.47'
24043 27.29'
24044 27.05'
24045 26.82'
24046 26.44'
24047 26.07'
24048 26.07'
24049 25.95'
IF
24050 26.07'
24051 25.66'
IF
24052 26.01'
IF
24054 26.33'
24055 26.80'
24056 27.03'
24057 27.27'
24058 27.46'
24059 27.64'
24060 27.46'
24061 27.27'
24062 27.03'
24063 26.80'
24064 26.42'
24065 26.05'
24066 26.05'
24067 25.66'
IF
24068 26.04'
24069 25.92'
IF
24070 26.00'
IF
24072 26.32'
44069 26.78'
24074 27.02'
24075 27.25'
24076 27.44'
24077 27.63'
24078 27.44'
24079 27.25'
24080 27.02'
24081 26.78'
24082 26.41'
44079 26.26'
24084 26.09'
IF
24087 26.34'
24088 26.77'
24089 27.00'
24090 27.24'
24091 27.43'
24092 27.61'
24093 27.43'
24094 27.24'
24095 27.00'
24096 26.77'
24097 26.39'
24098 26.25'
24099 26.12'
IF
24102 26.32'
24103 26.76'
24104 26.99'
24105 27.23'
24106 27.41'
24107 27.60'
24108 27.41'
24109 27.22'
24110 26.99'
24111 26.76'
24112 26.38'
24113 26.24'
24114 26.11'
IF
24117 26.30'
24118 26.74'
24119 26.98'
24120 27.21'
24121 27.40'
24122 27.59'
24123 27.40'
24124 27.21'
24125 26.98'
24126 26.74'
24127 26.37'
24128 26.22'
24129 26.09'
IF
24132 26.29'
24133 26.73'
24134 26.97'
24135 27.20'
24136 27.39'
24137 27.58'
24138 27.39'
24139 27.20'
24140 26.97'
24141 26.73'
24142 26.36'
24143 26.21'
24144 26.08'
IF
24147 26.27'
24148 26.73'
24149 26.96'
24150 27.19'
24151 27.38'
24152 27.57'
24153 27.38'
24154 27.19'
24155 26.96'
24156 26.73'
24157 26.29'
24158 26.10'
24159 25.97'
IF
24162 26.25'
24163 26.72'
24164 26.95'
24165 27.19'
24166 27.37'
24167 27.56'
24168 27.37'
24169 27.19'
24170 26.95'
24171 26.72'
24172 26.17'
24173 25.97'
24174 25.85'
IF
24177 26.24'
24178 26.71'
24179 26.95'
24180 27.18'
24181 27.37'
24182 27.56'
24183 27.37'
24184 27.18'
24185 26.95'
24186 26.71'
24187 26.10'
24188 25.84'
24189 25.72'
IF
24192 26.24'
24193 26.71'
24194 26.94'
24195 27.18'
24196 27.36'
24197 27.55'
24198 27.36'
24199 27.18'
24200 26.94'
24201 26.71'
24202 26.00'
24203 25.72'
24204 25.59'
IF
24207 26.22'
24208 26.71'
24209 26.94'
24210 27.17'
24211 27.36'
24212 27.55'
24213 27.36'
24214 27.17'
24215 26.94'
24216 26.71'
24217 25.96'
24218 25.67'
24219 25.54'
IF
24222 26.22'
24223 26.70'
24224 26.94'
24225 27.17'
24226 27.36'
24227 27.55'
24228 27.36'
24229 27.17'
24230 26.94'
24231 26.70'
24232 25.98'
24233 25.70'
24234 25.57'
IF
24237 26.20'
24238 26.70'
24239 26.94'
24240 27.17'
24241 27.36'
24242 27.55'
24243 27.36'
24244 27.17'
24245 26.94'
24246 26.70'
24247 25.98'
24248 25.68'
24249 25.56'
IF
24252 26.21'
24253 26.70'
24254 26.94'
24255 27.17'
24256 27.36'
24257 27.55'
24258 27.36'
24259 27.17'
24260 26.94'
24261 26.70'
24262 25.94'
24263 25.62'
24264 25.49'
IF24018
26.17'
IF
24000 26.86'
24001 26.59'
24002 26.25'
24003 26.13'
IF
24004 26.07'
IF
24006 26.54'
24007 26.85'
18.75'
(TYP.)
17.5'
(TYP.)
25.0'
(TYP.)
17.5'
(TYP.)
18.75'
(TYP.)
25.0'
(TYP.)
SR
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SCALE:
RUNWAY 10L-28R STA 286+65 TO 290+86
1" = 20'1
RUNWAY 10L-28R
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"
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1:56:59 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 286+65 TO 290+86
GENE TUPPER
G. STEVENS
C. AASLAND
B. FOSTER
OCTOBER 2026
130 CD
PDX 2026-501 C7.242024D011 102981
M
AT
C H
LI
N
E
ST
A
6+
, S
EE
S H
EE
T
C 7.
M
AT
C H
LI
N
E
ST
A
0+
, S
EE
S H
EE
T
C 7.
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 24000 - 24264.
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 A4
MULTICORELINK:PAVING ELEVATION PLANS-TWY A4 (5)
| 2026-10-06T16:19:00-0700 | |
| DIGITALLY SIGNED | |
| Garrett P Stevens |
File details come from the government source that posted it. Updated .