PDX 2026-501 (92) C5.17.pdf

PDF 422 KB Posted

Attached to
Portland International Airport North Runway Rehabilitation
Solicitation number
147231
Issued by
Multnomah County, Oregon

About this file

This is an Erosion and Sediment Control Plan document prepared for the Portland International Airport North Runway Rehabilitation project in Oregon. The plan depicts minimum erosion control requirements for the Contractor Staging Area - East, a 0.96-acre staging area located adjacent to NE Hood Avenue and SE 96th Avenue near the airport's perimeter road. The document establishes staging area limits, inlet protection specifications, straw wattle installations, and existing construction entrance locations to be maintained throughout the project duration. The plan includes coordinate-based site mapping with specific geographic references (N:59558.87 E:125264.31 through N:59407.29 E:125182.23) and references related erosion control details in companion sheets C5.19 and E37.

The contractor is responsible for verification of all existing surface features and utilities within the staging area and is required to obtain all necessary permits and utility connections to operate from these locations. The plan was prepared by HNTB Corporation for the Portland International Airport, with final documentation dated October 2026. The design was prepared by Gene Tupper, drawn by G. Stevens, checked by C. Aasland, and approved by B. Foster. This erosion control staging plan represents a mandatory compliance document governing contractor operations during the North Runway Rehabilitation project, with specific attention to sediment management and construction entrance protocols.

View the file

Other files

File Type Posted
PDX 2026-501 (277) E7.14.pdf PDF
PDX 2026-501 (236) E5.04.pdf PDF
PDX 2026-501 (107) C7.01.pdf PDF
PDX 2026-501 (162) C9.11.pdf PDF
PDX 2026-501 (18) C1.10.pdf PDF
PDX 2026-501 (263) E6.13.pdf PDF
PDX 2026-501 (53) C4.06.pdf PDF
PDX 2026-501 (254) E6.04.pdf PDF
PDX 2026-501 (102) C6.08.pdf PDF
PDX 2026-501 (151) C9.00.pdf PDF
PDX 2026-501 (156) C9.05.pdf PDF
PDX 2026-501 (130) C7.24.pdf PDF
PDX 2026-501 (174) C10.11.pdf PDF
Getting the most out of your Port of Portland Vendor Profile.docx DOCX document
PDX 2026-501 (202) E3.05.pdf PDF
PDX 2026-501 (195) E2.11.pdf PDF
PDX 2026-501 (66) C4.19.pdf PDF
PDX 2026-501 (299) E8.21.pdf PDF
PDX 2026-501 (160) C9.09.pdf PDF
PDX 2026-501 (133) C7.27.pdf PDF
PDX 2026-501 (16) C1.08.pdf PDF
PDX 2026-501 (52) C4.05.pdf PDF
PDX 2026-501 (41) C3.15.pdf PDF
PDX 2026-501 (89) C5.14.pdf PDF
PDX 2026-501 (227) E4.17.pdf PDF
PDX 2026-501 (212) E4.02.pdf PDF
PDX 2026-501 (33) C3.07.pdf PDF
PDX 2026-501 (274) E7.11.pdf PDF
PDX 2026-501 (205) E3.08.pdf PDF
PDX 2026-501 (181) C12.02.pdf PDF
PDX 2026-501 (228) E4.18.pdf PDF
PDX 2026-501 (197) E3.00.pdf PDF
PDX 2026-501 (158) C9.07.pdf PDF
PDX 2026-501 (278) E7.15.pdf PDF
PDX 2026-501 (173) C10.10.pdf PDF
2026-14659 Project Manual.pdf PDF
PDX 2026-501 (137) C7.31.pdf PDF
PDX 2026-501 (211) E4.01.pdf PDF
PDX 2026-501 (10) C1.02.pdf PDF
PDX 2026-501 (144) C8.02.pdf PDF
PDX 2026-501 (159) C9.08.pdf PDF
PDX 2026-501 (237) E5.05.pdf PDF
PDX 2026-501 (106) C7.00.pdf PDF
PDX 2026-501 (97) C6.03.pdf PDF
PDX 2026-501 (256) E6.06.pdf PDF
PDX 2026-501 (191) E2.07.pdf PDF
PDX 2026-501 (140) C7.34.pdf PDF
PDX 2026-501 (135) C7.29.pdf PDF
PDX 2026-501 (186) E2.02.pdf PDF
PDX 2026-501 (207) E3.10.pdf PDF
Show 40 more

Latest 50 of 308 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

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C

C C

C C

C C

C C

C C

C C

C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C

C C

C C

C C

C C

C C

C C

GGGG

GG GG

GG

G

G

GG

G

GGG

VV

VV

VV V

V

VV

V V JJ

M

J

MM

M

JJ

JJJJJJMMMJM

JJ

G

5+

0+

5+

MW

MW

5+

0+

5+

N:59558.87 E:125264.31

N:59490.36 E:125388.39

N:59391.35 E:125334.96

N:59346.93 E:125394.03

N:59236.85 E:125329.13

N:59363.32 E:125158.42

N:59407.29 E:125182.23

SCALE: IN FEET

0' 25' 50' 100' 150'

N

PORTLAND OFFICE

5500 MEADOWS RD., #250

LAKE OSWEGO, OR 97035

503.419.2130 OFFICE

503.639.2710 FAX

10/5/2026

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

4:18:24 PM CAASLAND c:\users\caasland\dc\accdocs\hntb corporation\88598 - pdx north runway rehab\project files\shared cad\sheets - civil\erosion control 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

EROSION AND SEDIMENT CONTROL

STAGING AREA - EAST

GENE TUPPER

G. STEVENS

C. AASLAND

B. FOSTER

OCTOBER 2026

92 CD

PDX 2026-501 C5.172024D011 102981

SCALE: IN FEET

0' 50' 100' 200 300'

N

NOTE:

1. EXISTING SURFACE FEATURES AND UTILITIES IN THESE AREAS ARE

FOR INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE FOR

VERIFICATION OF SURFACE FEATURES AND UTILITIES, INCLUDING

THE ADEQUACY OF THE SITE FOR THE CONTRACTOR'S INTENDED

USAGE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

PERMITTING AND UTILITY CONNECTIONS TO OPERATE OUT OF

THESE LOCATIONS.

2. THE EROSION CONTROL PLAN DEPICTS MINIMUM REQUIREMENTS TO

USE THE STAGING AREAS AND UNCLASSIFIED EXCAVATION

DISPOSAL SITE.

3. CONTRACTOR TO MAINTAIN EXISTING CONSTRUCTION ENTRANCES

THROUGH DURATION OF PROJECT.

STAGING AREA LIMITS

INLET PROTECTION, SEE DETAIL

STRAW WATTLES, SEE DETAIL

LEGEND:

KEY PLAN

SCALE : N.T.S.

SECURITY

GATE NA-46

STAGING AREA

(0.96 ACRES)

SCALE:

CONTRACTOR STAGING AREA - EAST

1" = 100'1

SERVICE RD

PER

IM

ETER

R

D

NE FRONTAGE RD

C5.19

ECONOMY

PARKING LOT

EXISTING CONSTRUCTION

ENTRANCE

C5.19

NE

M

T

HO

O D

AV

E

ADJACENT SITE

TO BE USED BY

OTHERS

SE 96TH AVE

50' TRUCK

ACCESS

6 E37 E0%ER 0 � � �

0 � 0

*$RRE77 3� 67E9E16

E;3� 0���0���

E1*,1EER

RE

*,6

7ERED 3R2)E66,21$/

2RE*21

�����3E

Sheets and Views
EROSION CONTROL PLANS-EC PLAN 14
2026-10-06T16:19:31-0700
DIGITALLY SIGNED
Garrett P Stevens

File details come from the government source that posted it. Updated .