PDX 2026-501 (107) C7.01.pdf

28.15'

27.77'

J

5+

A A A A A

A

A A A A A

A

A A A A

A

A

A A A A A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

27.57'

IF

27.70

MATCH

EXISTING

27.98

MATCH

EXISTING

28.25

MATCH

EXISTING

28.51

MATCH

EXISTING

28.79

MATCH

EXISTING

29.06

MATCH

EXISTING

29.30

MATCH

EXISTING

29.05

MATCH

EXISTING

28.83

MATCH

EXISTING

28.72

MATCH

EXISTING

28.64

MATCH

EXISTING

28.54

MATCH

EXISTING

28.46

MATCH

EXISTING

28.18

MATCH

EXISTING

28.18'

IF

28.26'

IF

28.26'

28.25'

28.25'

IF

27.68'

IF

27.80'

28.17'

28.44'

28.69'

28.94'

29.17'

29.38'

29.17'

28.96'

28.83'

28.71'

28.63'

28.56'

28.48'

27.80'

IF

27.92' 27.97'

IF

28.10'

28.36'

28.62'

28.86'

29.09'

29.28'

29.47'

29.28'

29.09'

28.93'

28.77'

28.71'

28.66'

27.98'

IF

28.10'

28.37'

28.63'

28.86'

29.10'

29.28'

29.47'

29.28'

29.10'

28.98'

28.87'

27.98'

IF

28.11'

28.37'

28.63'

28.87'

29.10'

29.29'

29.48'

29.29'

29.10'

28.98'

28.86'

28.68'

27.99'

IF

28.11'

28.38'

28.64'

28.87'

29.11'

29.29'

29.48'

29.29'

29.11'

28.98'

28.85'

28.62'

28.46'

27.99'

IF

28.12'

28.38'

28.64'

28.88'

29.11'

29.30'

29.49'

29.30'

29.11'

28.98'

28.84'

28.60'

28.38'

28.00'

IF

28.12'

28.39'

28.65'

28.88'

29.12'

29.30'

29.49'

29.30'

29.12'

28.98'

28.83'

28.57'

28.34'

28.00'

IF

28.13'

28.39'

28.65'

28.89'

29.12'

29.31'

29.50'

29.31'

29.12'

28.97'

28.82'

28.54'

28.30'

28.11'

28.08'

28.01'

IF

28.13'

28.40'

28.66'

28.89'

29.13'

29.32'

29.50'

29.32'

29.13'

28.97'

28.81'

28.48'

28.20'

27.95'

28.01'

IF

28.14'

28.40'

28.66'

28.90'

29.13'

29.32'

29.51'

29.32'

29.13'

28.97'

28.80'

28.35'

28.05'

27.77'

28.02'

IF

28.14'

28.41'

28.67'

28.90'

29.14'

29.33'

29.51'

29.33'

29.14'

28.96'

28.79'

28.48'

28.28'

27.94'

28.60'

28.37'

28.24'

28.16'

18.75'

(TYP.)

25.0'

(TYP.)

17.5'

(TYP.)

25.0'

(TYP.)

18.75'

(TYP.)

SR

TU

C

TU

R

AL SH

O U

LD

ER

SH

O

U

LD

ERSTR

U

C

TU

R

AL

17.5'

(TYP.)

27.74'

27.62'

IF

27.70'

27.58'

IF

28.02'

IF

28.41'

28.67'

28.91'

29.14'

29.33'

29.52'

29.33'

29.14'

29.14'

28.96'

28.78'

28.60'

28.35'

28.05'

27.77'

27.74'1205

27.62'

IF

29.15'

28.96'

28.77'

28.51'

28.25'

28.02'

27.87'

27.75'

IF

27.88'

IF

28.42'

28.68'

28.91'

29.15'

29.34'

29.52'

29.34'

29.15'

28.96'

28.77'

28.51'

28.25'

28.02'

27.87'

27.68'

IF

27.65'

IF

27.94'

28.42'

28.69'

28.92'

29.15'

29.34'

29.53'

29.34'

29.15'

28.97'

28.78'

28.52'

28.25'

28.20'

28.08'

IF

28.03'

27.90'

IF

28.01'

27.81'

27.87'

IF

28.61'

28.55'

28.82'

28.78'

28.74'

N

SCALE:

RUNWAY 10L-28R STA 223+85 TO 227+73

1" = 20'1

RUNWAY 10L-28R

MATCHLINE TAXIWAY K1 (10L-28R OFFSET 136' RT), SEE SHEET C7.02

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

TA

XI

W

AY

K

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

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gr ay

1:51:45 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 223+85 TO STA 227+73

GENE TUPPER

G. STEVENS

C. AASLAND

B. FOSTER

OCTOBER 2026

107 CD

PDX 2026-501 C7.012024D011 102981

M

AT

C H

LI

N

E

ST

A

7+

, S

EE

S H

EE

T

C 7.

SCALE: IN FEET

40200 10 60

GRADE BREAK

KEY PLAN

SCALE : N.T.S.

IF INFIELD

NOTES:

1. ELEVATION DATUM IS NAVD 88.

2. POINT NUMBERS RANGE FROM 1000 - 1251.

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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MULTICORELINK:PAVING ELEVATION PLANS-TWY K (2)

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