PDX 2026-514 (12) C2.01.pdf
PDF 962 KB Posted
- Solicitation number
- 146793
- Issued by
- Multnomah County, Oregon
About this file
This is a technical drawing document for the Portland International Airport Terminal Upper Roadway Joint Replacement project in Oregon, prepared by KPFF Consulting Engineers. The project involves the cleaning, flushing, and maintenance of existing flexible gutter systems and downspouts located in the gutter maintenance area on the south side of the terminal building's upper roadway. The gutter plan identifies multiple sections of gutters designated by type (HP-6", LP-10", and TEE configurations) with specified linear footages ranging from 4 linear feet to 46 linear feet across various marked locations. The drawing, dated October 2026, serves as a guide for contractors performing the work and specifies that all gutters and downspouts must be cleaned, flushed, and water-tested to check for leaks, with any identified leaks to be sealed according to Specification Section 075323.
The work requires coordination with the Port of Portland to gain access to existing gutters and mandates that gutters be adjusted to maintain a minimum 0.5% slope if they do not drain adequately in the desired direction, with all necessary field changes requiring Port approval prior to installation. The contractor is responsible for field-verifying all lengths and elevations, as dimensions may vary from the plan. The project is under the design number 2025D018 with drawing number PDX 2026-5142, and was prepared by Jay Ostlund, D. Liserre, R. Cadua, and J. Zink. The document includes a professional engineer stamp for Oregon (91718PE) with an expiration date of June 30, 2028, indicating the drawing's validity for permit review and construction purposes.
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Text version
L
F
16 LF
LP-10"
HP-6"
HP-6"
HP-6"
LP-10"
HP-6"
HP-6"
LP-10"
4 LF
40 LF
13 LF
43 LF
11 LF
45 LF28 LF28 LF
11 LF
46 LF
LP-10" LP-10" LP-10" LP-10"
LP-10"
HP-6"
FACE OF TERMINAL
BUILDING ON
LOWER ROADWAY
(TYP)
FACE OF TERMINAL
BUILDING ON UPPER
ROADWAY (TYP)EXISTING REVOLVING
DOOR (TYP)
HP-6" HP-6" HP-6" HP-6"
HP-6"
C C C C
C
C
C C
C C
19 LF
19 LF
L
F
11 LFUOR
TERMINAL
UIR
CANOPY
23 LF
13 LF
HP-6"
UIR CURBLINE
UIR CURBLINE
UOR CURBLINE
6'
60'
JOINT #5
JOINT #27
JOINT #25
EXTENTS OF LOWER FLOOR RESTROOM.
GUTTER MAINTENANCE PROPOSED FOR
JOINT#5 AND JOINT #27 ONLY ABOVE
RESTROOM.
KEEP
CLEAR
KEEP
CLEAR
B2C3C5C7C9
C8 C6
D6D8
D7 D5 D3 E2 E3 E4 E5
3A
1A
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3 4 5 6
STOP
STOP
KEEP CLEAR
KEEP CLEAR
KEEP CLEAR
KEEP CLEAR
PORT PORT PORT PORT PORT HSS
E6 E7 E8 E9 E10 E11 E12 E13B E13A
4A21
STOP
STOP
STOP
STOP
STOP
11 - 12
B4
B5
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B11
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GSE PARKING
9/18/2026
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PRINTED:
lig ht da rk gr ay bl ac k
DESIGN NUMBER PROJECT NUMBER
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gr ay
12:37:04 PM DLISERRE n:\c\p\2025\10022500555-pdx-en-de-rd-rehab\cad\plot\gutter plan.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
TERMINAL UPPER ROADWAY JOINT REPLACEMENT
JAY OSTLUND
D. LISERRE
R. CADUA
J. ZINK
OCTOBER 2026
CD
PDX 2026-5142025D018 102970
111 SW Fifth Ave., Suite 2400 Portland, OR 97204
O:503.227.3251 F: 503.224.4681 www.kpff.com
THE AREA BELOW IS TO BE LEFT BLANK - FOR
USE BY CITY FOR PERMIT REVIEW STAMP ONLY-
91718PE
EXPIRATION DATE:
OREGON
6/30/2028
501 SE 14TH AVE., SUITE 103
PORTLAND, OR 97214
P 503.973.5151 - F 503.973.5060
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
2.
GENERAL NOTES:
LEGEND:
EX. FLEXIBLE GUTTER SYSTEM
EX. COLUMN
END OF GUTTER
GUTTER HIGH POINT - DEPTH
GUTTER LOW POINT - DEPTH
GUTTER TEE - DEPTH
EX. DRAIN PIPE
GUTTER MAINTENANCE AREA
TYPE-XX LF
HP-X"
LP-X"
TEE-X"
N
SCALE: IN FEET
0' 10' 20' 40' 60'
C
C2.01
GUTTER PLAN - SOUTH
SCALE:
GUTTER PLAN - SOUTH
1" = 20'1
1. ALL GUTTERS AND GUTTER DOWNSPOUTS IN GUTTER
MAINTENANCE AREA SHALL BE CLEANED AND FLUSHED.
GUTTERS SHALL BE WATER TESTED TO CHECK FOR LEAKS.
ANY LEAKS SHALL BE SEALED. SEE SPECIFICATION
SECTION 075323.
2. COORDINATE WITH THE PORT TO GAIN ACCESS TO THE
EXISTING GUTTER.
3. IF GUTTERS DO NOT DRAIN ADEQUATELY IN THE DESIRED
DIRECTION ADJUST GUTTER INVERT ELEVATIONS AS
NEEDED TO PROVIDE 0.5% MINIMUM SLOPE. OBTAIN
APPROVAL FROM THE PORT FOR NECESSARY FIELD
CHANGES PRIOR TO INSTALLATION.
4. DIMENSIONS MAY VARY. CONTRACTOR TO FIELD VERIFY
LENGTHS AND ELEVATIONS
N
AutoCAD SHX Text
RENTAL
AutoCAD SHX Text P
AutoCAD SHX Text P
| 2026-09-24T16:10:34-0700 | |
| Jessica Zink |
File details come from the government source that posted it. Updated .