PDX 2026-501 (135) C7.29.pdf
PDF 390 KB Posted
- Solicitation number
- 147231
- Issued by
- Multnomah County, Oregon
About this file
This is a paving elevation plan document prepared for the Portland International Airport North Runway Rehabilitation project, a capital improvement initiative by the City of Portland, Oregon. The plan depicts runway 10L-28R, specifically the section from station 303+48 to station 307+69, and provides detailed spot elevations for 251 reference points (numbered 29000 through 29250) along the runway and adjacent areas. The document establishes elevation datum using NAVD 88 and specifies pavement markings, grade breaks, infield features including catch basins, cleanouts, manholes, electrical vaults, runway/taxiway lights, and airfield guidance signs. The technical specifications indicate typical structural shoulders of 18.75 feet and 17.5 feet with 25-foot typical pavement sections. Cross-references direct users to erosion control and grading plans (sheets C5.01-C5.18), utility adjustment plans (sheets C8.01-C8.05), pavement marking plans (sheets C10.01-C10.14), and electrical removal plans (sheets E2.01-E2.12).
The plan was designed by HNTB Corporation, a professional engineering firm based in Bellevue, Washington, with project leadership from Portland International Airport's office located at 5500 Meadows Road, Lake Oswego, Oregon. The drawing was completed in October 2026 and includes design signatures from Gene Tupper, G. Stevens, C. Aasland, and B. Foster. The document serves as a technical reference for construction contractors and airport personnel managing the runway rehabilitation project, with specific notation that electrical fixture removal and protection must occur prior to any asphalt removal or milling operations within the designated work area.
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Text version
co co
P
P
5+
29001 27.35'
29016 27.44'
29031 27.49'
29046 27.53'
29061 27.58'
29076 27.66'
29091 27.78'
29106 27.86'
29121 27.93'
29136 28.00'
29151 28.14'
29166 28.23'
29181 28.28'
29196 28.32'
29209 28.28'
IF
29223 28.49'
29238 28.58'
29000 27.23'
IF
29002 27.72'
29003 28.06'
29004 28.29'
29005 28.53'
29006 28.72'
29007 28.90'
29008 28.72'
29009 28.53'
29010 28.29'
29011 28.06'
29012 27.56'
29013 27.05'
29014 26.92'
IF
29015 27.32'
IF
29017 27.79'
29018 28.12'
29019 28.36'
29020 28.59'
29021 28.78'
29022 28.97'
29023 28.78'
29024 28.59'
29025 28.36'
29026 28.12'
29027 27.62'
29028 27.12'
29029 26.99'
IF
29030 27.36'
IF
29032 27.85'
29033 28.18'
29034 28.42'
29035 28.65'
29036 28.84'
29037 29.03'
29038 28.84'
29039 28.65'
29040 28.42'
29041 28.18'
29042 27.70'
29043 27.20'
29044 27.08'
IF
29045 27.40'
IF
29047 27.89'
29048 28.25'
29049 28.49'
29050 28.72'
29051 28.91'
29052 29.09'
29053 28.91'
29054 28.72'
29055 28.49'
29056 28.25'
29057 27.77'
29058 27.30'
29059 27.17'
IF
29060 27.46'
IF
29062 27.96'
29063 28.32'
29064 28.55'
29065 28.79'
29066 28.98'
29067 29.16'
29068 28.98'
29069 28.79'
29070 28.55'
29071 28.32'
29072 27.86'
29073 27.40'
29074 27.27'
IF
29075 27.54'
IF
29077 28.02'
29078 28.39'
29079 28.62'
29080 28.86'
29081 29.05'
29082 29.23'
29083 29.05'
29084 28.86'
29085 28.62'
29086 28.39'
29087 27.94'
29088 27.46'
29089 27.33'
IF
29090 27.65'
IF
29092 28.12'
29093 28.46'
29094 28.70'
29095 28.93'
29096 29.12'
29097 29.31'
29098 29.12'
29099 28.93'
29100 28.70'
29101 28.46'
29102 27.99'
29103 27.48'
29104 27.35'
IF
29105 27.73'
IF
29107 28.21'
29108 28.54'
29109 28.77'
29110 29.01'
29111 29.20'
29112 29.38'
29113 29.20'
29114 29.01'
29115 28.77'
29116 28.54'
29117 28.04'
29118 27.55'
29119 27.43'
IF
29120 27.80'
IF
29122 28.27'
29123 28.62'
29124 28.85'
29125 29.09'
29126 29.27'
29127 29.46'
29128 29.27'
29129 29.09'
29130 28.85'
29131 28.62'
29132 28.15'
29133 27.67'
29134 27.54'
IF
29135 27.88'
IF
29137 28.37'
29138 28.70'
29139 28.93'
29140 29.17'
29141 29.36'
29142 29.54'
29143 29.36'
29144 29.17'
29145 28.93'
29146 28.70'
29147 28.24'
29148 27.75'
29149 27.63'
IF
29150 28.01'
IF
29152 28.47'
29153 28.78'
29154 29.01'
29155 29.25'
29156 29.44'
29157 29.62'
29158 29.44'
29159 29.25'
29160 29.01'
29161 28.78'
29162 28.31'
29163 27.82'
29164 27.70'
IF
29165 28.11'
IF
29167 28.55'
29168 28.86'
29169 29.09'
29170 29.33'
29171 29.51'
29172 29.70'
29173 29.51'
29174 29.33'
29175 29.09'
29176 28.86'
29177 28.39'
29178 27.89'
29179 27.77'
IF
29180 28.16'
IF
29182 28.60'
29183 28.93'
29184 29.17'
29185 29.40'
29186 29.59'
29187 29.78'
29188 29.59'
29189 29.40'
29190 29.17'
29191 28.93'
29192 28.46'
29193 27.97'
29194 27.85'
IF
29195 28.20'
IF
29197 28.67'
29198 29.00'
29199 29.24'
29200 29.47'
29201 29.66'
29202 29.85'
29203 29.66'
29204 29.47'
29205 29.24'
29206 29.00'
29207 28.54'
29208 27.94'
IF
29210 28.40'
29211 28.74'
29212 29.08'
29213 29.32'
29214 29.55'
29215 29.74'
29216 29.91'
29217 29.72'
29218 29.53'
29219 29.29'
29220 29.08'
29221 27.99'
IF
29222 28.36'
IF
29224 28.82'
29225 29.14'
29226 29.37'
29227 29.61'
29228 29.79'
29229 29.98'
29230 29.79'
29231 29.61'
29232 29.37'
29233 29.14'
29234 28.66'
29235 28.15'
29236 28.03'
IF
29237 28.46'
IF
29239 28.90'
29240 29.20'
29241 29.43'
29242 29.67'
29243 29.85'
29244 30.04'
29245 29.85'
29246 29.67'
29247 29.43'
29248 29.20'
29249 28.71'
29250 28.06'
IF
29251 28.61'
29252 28.06'
29253 28.12'
29254 28.18'
18.75'
(TYP.)
17.5'
(TYP.)
25.0'
(TYP.)
18.75'
(TYP.)
17.5'
(TYP.)
25.0'
(TYP.)
SR
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SCALE:
RUNWAY 10L-28R STA 303+48 TO 307+69
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"
G R
AP
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C
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- F
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1:58:16 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 303+48 TO 307+69
GENE TUPPER
G. STEVENS
C. AASLAND
B. FOSTER
OCTOBER 2026
135 CD
PDX 2026-501 C7.292024D011 102981
M
AT
C H
LI
N
E
ST
A
3+
, S
EE
S H
EE
T
C 7.
M
AT
C H
LI
N
E
ST
A
7+
, 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 29000 - 29250.
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 A3 (3)
MULTICORELINK:PAVING ELEVATION PLANS-TWY A3 (5)
| 2026-10-06T16:19:01-0700 | |
| DIGITALLY SIGNED | |
| Garrett P Stevens |
File details come from the government source that posted it. Updated .