NOT ISSUED FOR

CONSTRUCTION

AEC PROJECT NUMBER

REVISIONS

6/

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20245144.006

CITY OF EUGENE

EUG GATE A6 RELOCATION

28801 DOUGLAS DRIVE

EUGENE, OREGON 97402

ISSUED FOR BID

06/30/2026

FOUNDATION ENGINEERING, INC.

820 NW CORNELL AVE

CORVALLIS, OR 97330

GEOTECHNICAL: SIGNAGE:

MAYER REED

920 SW 6TH AVE

SUITE 425

PORTLAND, OR 97204

STRUCTURAL:

HOHBACH-LEWIN, INC.

296 EAST FIFTH AVE.

SUITE 302

EUGENE, OR 97401

ELECTRICAL:

KCL ENGINEERING

309 W 4TH AVENUE

SUITE 201

EUGENE, OR 97401

BUILDING ID: BLDG. ID

© 2026 RS&H, INC

Copyright © 2026. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

NO. DESCRIPTION DATE

CONCOURSE A PASSENGER BOARDING BRIDGE UPGRADES

CODE ANALYSIS

OCCUPANT LOAD (IBC/LSC)

NO CHANGE TO OCCUPANCY LOAD OR

CALCULATION. EXISTING WAITING AREA

CONVERTED TO GATE AREA

FIRE-RATED SEPARATIONS (IBC/LSC)

THE FOLLOWING FIRE RATED SEPARATIONS ARE REQUIRED:

TYPE RATING

SHAFTS (707.3.1) 1 HOUR, NO CHANGE (PER 713.4 FOR BUILDINGS OVER 4

STORIES)

ATRIUM SEPARATION (707.3.6) 1 HOUR, NO CHANGE

NOT RATED PER 1020.1 EXCEPTION 8 IN 2010 OSSC, NO CHANGE

TENANT SEPARATION (708.1) 1 HOUR, NO CHANGE

MEANS OF EGRESS (IBC)

MAXIMUM TRAVEL DISTANCE (TABLE 1016.2)

GROUP A2/ ASSEMBLY - 250 FT

GROUP A3/ ASSEMBLY - 250 FT

GROUP B/ BUSINESS - 300 FT

MAXIMUM DEAD-END CORRIDOR (1018.4)

GROUP A - 20 FT

GROUP B - 50 FT

EGRESS STAIR WIDTH (LSC 7.3.3.2) - .3" PER OCCUPANT

EGRESS WIDTH PER PERSON (LSC 7.3.3.2) - .2" PER OCCUPANT

MINIMUM CORRIDOR WIDTH (LSC12.2.3.8, 38.2.3.2) 44"

THE GENERAL SCOPE OF THE PROJECT INCLUDES REPLACING TWO EXISTING PASSENGER BOARDING BRIDGES (PBB) AND RELOCATING GATE A6 TO AN EXISTING PASSENGER WAITING AREA. THE ADDITION OF A NEW GATE COUNTER WITH ACCESS DOOR WILL BE PROVIDED BUT THERE WILL NOT BE ANY NEW ADDITIONAL SEATING/WAITING AREAS.

NO NEW SPACES OR EXITS ARE ADDED. EXISTING EXITS AND CAPACITIES TO REMAIN.

CODE ANALYSIS

APPLICABLE CODES

MINIMUM STANDARD CODES :

1988 ORIGINAL BUILDING:

1986 OSSC-1985 UBC

2008 RENOVATION:

2006 INTERNATIONAL BUILDING CODE

2007 OREGON STRUCTURAL SPECIALITY CODE

2014 TERMINAL EXPANSION:

2010 OREGON STRUCTURAL SPECIALITY CODE

2010 OREGON MECHANICAL SPECIALITY CODE

2011 OREGON PLUMBING SPECIALITY CODE

2011 OREGON ELECTRICAL SPECIALITY CODE

2010 OREGON FIRE CODE

2010 OREGON ENERGY EFFICIENCY SPECIALITY CODE

2010 OREGON SOLAR INSTALLATION SPECIALITY CODE

2024 CONCOURSE A EXPANSION:

2022 OREGON STRUCTURAL SPECIALITY CODE - CHAPTER

34 EXISTING BUILDINGS

2022 OREGON MECHANICAL SPECIALITY CODE

2023 OREGON PLUMBING SPECIALITY CODE

2023 OREGON ELECTRICAL SPECIALITY CODE

2022 OREGON FIRE CODE

2021 OREGON ENERGY EFFICIENCY SPECIALITY CODE

(OEESC) VIA ASHRAE 90.1-209

2022 NFPA1, 10

2022 NFPA 13

ICC 117.1-2017 ACCESSIBILITY CODE

OCCUPANCY CLASSIFICATION (IBC/LSC)

GROUP M/MERCANTILE: RESTAURANTS, SHOPS (EXISTING UNCHANGED)

GROUP A3/ASSEMBLY: WAITING AREAS (EXISTING UNCHANGED)

GROUP B/BUSINESS: OFFICE AREAS (EXISTING UNCHANGED)

BUILDING DATA

TOTAL GROSS BUILDING SQUARE FOOTAGE: 125,225 SF (EXISTING UNCHANGED)

NUMBER OF FLOORS: 2 (EXISTING UNCHANGED)

HEIGHT OF BUILDING: 37'-8" OVERALL (EXISTING UNCHANGED)

SPRINKLERED: Y (EXISTING UNCHANGED)

PROJECT DESCRIPTION

2026 RENOVATION - TYPE IIIB, NO CHANGE

PREVIOUS CONSTRUCTION TYPE DESIGNATIONS:

2025 RENOVATION - TYPE IIIB, NO CHANGE

2014 RENOVATION - TYPE IIIB (ENTIRE BUILDING), NO CHANGE

2008 RENOVATION - EAST BLDG IIIA AND WEST BLDG IIA

1988 NEW CONSTRUCTION - EAST BLDG TYPEII- 1 HR(SUBSTITUTION PER UBC SECTION 508; WEST

BLDG TYPE III-1HR)

PRIMARY STRUCTURAL FRAME NOT RATED, NO CHANGE

BEARING WALLS,EXTERIOR 2 HOURS, NO CHANGE

BEARING WALLS, INTERIOR NOT RATED, NO CHANGE

NONBEARING PARTITIONS, INTERIOR NOT RATED, NO CHANGE

FLOOR CONSTRUCTION NOT RATED, NO CHANGE

ROOF CONSTRUCTION NOT RATED, NO CHANGE

CONSTRUCTION CLASSIFICATION (IBC)

MINIMUM STANDARD CODES :

CURRENT:

2022 OREGON STRUCTURAL SPECIALITY CODE - CHAPTER

34 EXISTING BUILDINGS

2022 OREGON MECHANICAL SPECIALITY CODE

2023 OREGON PLUMBING SPECIALITY CODE

2023 OREGON ELECTRICAL SPECIALITY CODE

2022 OREGON FIRE CODE

2022 NFPA1, 10

2022 NFPA 13

ICC 117.1-2017 ACCESSIBILITY CODE

2022 OREGON STRUCTURAL SPECIALITY CODE (OSSC)

2025 OREGON ENERGY EFFICIENCY SPECIALITY CODE

(OEESC)

ARCHITECTURAL ABBREVIATIONS PLAN SYMBOLS

BATT INSULATION CONCRETE

EXPOSED & FINISHED WOOD TRIMGYPSUM / PLASTER

PLYWOODRIGID INSULATION

STEEL

MATERIAL SYMBOLS

STUCCO / E.I.F.S.

XX View Name

SCALE:1/8" = 1'-0"

DOOR TAG

CALLOUT HEAD & REGION

A101 A1

SIM

BUILDING SECTION

KEYNOTE

VIEW TITLE LEVEL HEAD

A1 A101

SIM

A1 A101

SIM

A1 A101

SIM

A1

A101

SIM

Name Elevation

ROOM TAG WALL TAG

XXX

DETAIL SECTION

WINDOW & STOREFRONT TAG

MATERIAL TAG

VIEW REFERENCE

REVISION TAG

NORTH ARROW

XX

ELEVATION - EXTERIOR ELEVATION - INTERIOR

WALL SECTION

CEILING TAG

GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

A.

31.

32.

33.

34.

35.

36.

37.

38.

39.

40.

41.

42.

43.

44.

45.

46.

47.

48.

49.

50.

ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, STANDARDS AND GOVERNING AUTHORITIES.

ALL DIMENSIONS ARE IN FEET / INCHES UNLESS NOTED OTHERWISE.

THESE GENERAL NOTES ARE NOT INTENDED TO REPLACE SPECIFICATIONS - REFER TO SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO GENERAL NOTES.

THE TERMS RENOVATE AND REHABILITATE ARE USED INTERCHANGEABLY IN THESE DOCUMENTS.

DO NOT SCALE THE DRAWINGS.

ROOM AREAS AND PERIMETERS ARE APPROXIMATE AND FOR REFERENCE ONLY. VERIFY QUANTITIES AND DIMENSIONS IN FIELD.

NO DEVIATIONS FROM THESE CONTRACT DOCUMENTS MUST BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ARCHITECT.

ALL DIMENSIONS ORIGINATE FROM EXISTING FACE OF WALLS & ARE TO FACE OF FRAMING AT NEW WORK OR CENTER OF DOORS, WINDOWS AND OPENINGS UNLESS NOTED OTHERWISE - ALL NON-DIMENSIONED DOOR LOCATIONS MUST BE OFFSET 4" FROM THE ADJACENT WALL TO THE HINGE SIDE OF THE DOOR OPENING. ALL DOORS MUST BE INSTALLED TO MEET ALL APPLICABLE CODES, INCLUDING ADA.

DETAILS SHOWN ON DRAWINGS ARE TYPICAL FOR ALL SIMILAR CONDITIONS.

DRAWING NOTES AND SPECIFICATIONS ARE INSTRUCTIONS TO THE CONTRACTOR AND APPLY TO ALL THE WORK UNLESS MORE SPECIFIC INFORMATION IS SHOWN ELSEWHERE ON THE DRAWINGS OR WRITTEN IN THE SPECIFICATIONS - IN THE EVENT OF CONFLICTING INSTRUCTIONS, THE ARCHITECT MUST DETERMINE WHAT CONTROLS THE CONTRACT DOCUMENTS ARE COMPLEMENTARY WHAT IS REQUIRED BY ONE MUST BE REQUIRED BY ALL.

PRINCIPAL OPENINGS IN THE STRUCTURE ARE SHOWN ON THESE DRAWINGS – EXAMINE THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR REQUIRED OPENINGS. VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH

ALL SUB-CONTRACTORS PRIOR TO CONSTRUCTION.

STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION - SUPERVISE CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCE, AND APPLICABLE SAFETY REGULATIONS TO BE FOLLOWED.

SCHEDULING AND COORDINATE THE WORK OF THE SUB-CONTRACTORS - COORDINATE WITH THE BUILDING OWNER, TENANT OR HIS REPRESENTATIVES THE DELIVERY AND INSTALLATION OF ITEMS BEING PROVIDED AND INSTALLED BY OTHERS.

ALL MATERIALS, FABRICATION AND INSTALLATION MUST COMPLY WITH THE APPLICABLE REQUIREMENTS AND SPECIFICATIONS FOR EACH DIVISION OF WORK.

ORDER MATERIALS INCLUDED IN THESE CONTRACT DOCUMENTS IN A TIMELY MANNER - SOME ITEMS IN THESE DOCUMENTS MAY REQUIRE LONG LEAD TIMES OR SPECIAL COORDINATION. SUBSTITUTIONS WILL NOT BE ALLOWED FOR MATERIAL NOT

ORDERED IN A TIMELY FASHION.

CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS, (BOTH NEW AND EXISTING) REPORTING ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH ANY PHASE OF THE WORK.

CHECK AND VERIFY ALL DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION - ALL DISCREPANCIES MUST BE NOTED AND SENT TO THE ARCHITECT WITH ADEQUATE TIME TO REVIEW PRIOR TO STARTING THAT PORTION OF THE WORK IN ORDER TO

AVOID PROJECT DELAYS.

CLEAN, PATCH AND REPAIR ALL SURFACES DAMAGED BY DEMOLITION, ALTERATION OR INSTALLATION OF THE WORK.

PREPARE ALL WALLS AND PARTITIONS AS REQUIRED BY THE FINISH MANUFACTURER TO RECEIVE THE FINISHES SPECIFIED.

PROVIDE ADDITIONAL FURRING (THE ENTIRE LENGTH OF THE WALL) TO FULLY CONCEAL ALL MECHANICAL, ELECTRICAL, PLUMBING AND STRUCTURAL ITEMS THAT PROJECT FROM THE FACE OF THE WALL OR PARTITION AND ARE NOT SPECIFICALLY

NOTED TO BE SURFACE MOUNTED.

PROVIDE PORTABLE FIRE EXTINGUISHERS IN ACCORDANCE WITH LOCAL JURISDICTION AND NFPA 10. MAXIMUM TRAVEL DISTANCE TO NEAREST FIRE EXTINGUISHER FROM ANY POINT IN THE BUILDING MUST NOT EXCEED 75 FEET. EXISTING FIRE EXTINGUISHERS MUST BE TESTED AND RE-USED IF FULLY OPERATIONAL. FIRE EXTINGUISHERS MUST BE SIZED FOR NO LESS THAN ORDINARY HAZARD.

ALL REQUESTS FROM INFORMATION PROMPTED BY THE BUILDING OFFICIALS MUST INCLUDE A COPY OF THE BUILDING OFFICIALS ’ COMMENTS AND THE BUILDING INSPECTORS FIELD REPORT TO ENSURE AN ACCURATE AND TIMELY RESPONSE.

CONTRACTOR AND SUBCONTRACTOR MUST ALL BE LICENSED TO PERFORM THEIR REQUESTED DUTIES AS REQUIRED IN ACCORDANCE WITH LOCAL STANDARDS.

COMPARE STRUCTURAL SECTIONS WITH ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO FABRICATION OR INSTALLATION OF STRUCTURAL MEMBERS.

ALL EXISTING EQUIPMENT AND FINISHES THAT ARE SCHEDULED OR NOTED TO REMAIN WILL BE PROTECTED BY THE CONTRACTOR. PHOTOGRAPHS OF EXISTING CONDITIONS MUST BE PROVIDED BY THE CONTRACTOR TO DOCUMENT PRE-EXISTING

DAMAGE & FINISH CONDITIONS.

COORDINATE ALL DEMO AND NEW WORK ACTIVITIES WITH THE AIRPORT PRIOR TO PROCEEDING.

MOCK UPS (AS REQUIRED) MUST BE CONSTRUCTED BY THE CONTRACTOR PRIOR TO BEGINNING DEMOLITION WORK.

DO NOT USE ESCALATORS OR STAIRS FOR MOVING EQUIPMENT AND OR MATERIALS UNLESS COORDINATED WITH AIRPORT FACILITIES/OPERATIONS. WHEN USING ELEVATOR, ELEVATOR WALL, SIDES AND CEILING MUST BE PROTECTED FROM DAMAGE, ALL DAMAGE IS THE RESPONSIBILITY OF GENERAL CONTRACTOR AND MUST BE CORRECTED PRIOR TO PROJECT COMPLETION.

PROTECT EXISTING FINISHES, AND MAKE REPAIRS TO THE EXISTING FINISHES AND FIRE PROOFING WHERE DAMAGED OR REQUIRED FOR UNDER SLAB WORK AND CORES, AS PART OF THE NEW WORK ASSOCIATED WITH THIS PROJECT.

WHERE MATERIALS ARE APPLIED TO, OR ARE IN DIRECT CONTACT WITH WORK INSTALLED BY ANOTHER SUBCONTRACTOR, COMMENCEMENT OF WORK IMPLIES ACCEPTANCE OF THE SUBSTRATE AS SUITABLE FOR THE APPLICATION INTENDED.

ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC CORROSION.

OPENINGS IN RATED WALL, FLOOR, CEILING AND ROOF ASSEMBLIES MUST BE SEALED WITH PENETRATION SEALANT SYSTEMS MEETING OR EXCEEDING THE REQUIRED FIRE RESISTIVE RATINGS.

MAINTAIN THE FIRE RATING OF CONSTRUCTION AROUND CABINETS, PANELS, AND BOXES RECESSED IN FIRE RATED WALL, FLOOR, AND CEILING ASSEMBLIES.

PROVIDE CONTINUOUS PERIMETER FIRE SAFING BETWEEN FLOORS AND COORDINATE THE INSTALLATION WITH THE EXTERIOR WALL. FIRE RATING OF SAFING MUST MATCH FIRE RATING OF FLOOR CONSTRUCTION.

FIELD MEASURE AND CONFIRM DIMENSIONS FOR OWNER PROVIDED EQUIPMENT AND FURNISHINGS.

PROVIDE STIFFENERS, BRACING, BACKING PLATES AND BLOCKING REQUIRED FOR SECURE INSTALLATION OF TOILET PARTITIONS, DOORS AND DOOR HARDWARE INCLUDING WALL-MOUNTED DOOR STOPS, HANDRAILS, WALL-MOUNTED SHELVES, OPERABLE PARTITIONS, MISCELLANEOUS EQUIPMENT, AND SUSPENDED MECHANICAL AND ELECTRICAL EQUIPMENT.

COORDINATE ALL BASE AND HOUSEKEEPING PADS WITH MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT.

LOCATE ACCESS PANELS AS INDICATED ON DRAWINGS. FOR ACCESS PANELS NOT SHOWN BUT REQUIRED BY PROVISIONS OF THE CONTRACT DOCUMENTS, LOCATED IN ACCORDANCE WITH APPLICABLE CODES. SUBMIT PROPOSED LOCATIONS TO

THE ARCHITECT FOR REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION.

ALL NON-GALVANIZED EXTERIOR EXPOSED STEEL TO RECEIVE HIGH PERFORMANCE COATING.

DO NOT OBSTRUCT ACCESS TO EXISTING EXITS, OR REDUCE THE WIDTH OF PUBLIC CORRIDORS.

PENETRATIONS IN THE EXTERIOR BUILDING WALL ARE NOT ALLOWED, INCLUDING THOSE REQUIRED FOR OUTLETS AND BLOCKING.

FULLY LAY OUT GRID, WALL, AND OPENING PLACEMENT IN AN AREA PRIOR TO START OF PARTITION CONSTRUCTION. VERIFY THAT DIMENSIONS ARE CONSISTENT WITH REQUIREMENTS INDICATED IN THE DOCUMENTS. REFER ANY DIMENSIONAL INCONSISTENCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO THE START OF PARTITION CONSTRUCTION.

FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE UNLESS OTHERWISE NOTED.

LEVEL FLOORS THAT EXCEED 1/4" VARIANCE IN A 10'-0" RADIUS.

COORDINATE INSTALLATION OF DIFFUSERS, SPEAKERS, SPRINKLER HEADS, AND ACCESS PANELS WITH LIGHTING LAYOUT. REPORT ANY CONFLICTS TO THE ARCHITECT PRIOR TO INSTALLATION.

EXIT SIGNS AND SMOKE DETECTORS LOCATED IN HARD CEILINGS MUST BE POSITIONED AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION AND MUST BE CENTERED IN CORRIDORS AND LOCATED A DISTANCE OF 1'-0" FROM THE WALL TO THE

CENTER OF THE FIXTURE UNLESS OTHERWISE NOTED.

GANG MULTIPLE SWITCHES TOGETHER INTO ONE BOX WITH A SINGLE COVER PLATE WHENEVER POSSIBLE. MULTIPLE SWITCHES, WHICH CANNOT BE GANGED TOGETHER IN THE SAME BOX, MUST BE LOCATED S CLOSE TOGETHER AS POSSIBLE AND

MOUNTED AT THE SAME HEIGHT.

APPROVE FLOOR OUTLET LOCATIONS WITH ARCHITECT AND BUILDING MANAGEMENT PRIOR TO CORE DRILLING.

WALL OUTLETS MUST BE INSTALLED AT 18" AFF UNLESS OTHERWISE NOTED. INSTALL SWITCH PLATES AT 42" AFF UNLESS OTHERWISE NOTED.

DO NOT INSTALL OUTLET OR J-BOXES BACK-TO-BACK ON OPPOSITE SIDES OF THE WALL. BOXES MUST BE SEPARATED BY A STUD.

ALL ROOF PENETRATIONS REQUIRED FOR INSTALLATION OF MECHANICAL UNITS, EQUIPMENT CURBS, VENTS, ETC. MUST BE DONE PER MANUFACTURER'S RECOMMENDATIONS TO ENSURE ALL WARRANTIES ARE MAINTAINED. PROVIDE FLASHING, COUNTER FLASHING, SEALANT, ETC. AS REQUIRED TO PROVIDE WATERPROOF CONDITION, TYPICAL AT ALL ROOF PENETRATIONS.

12'-0"

XXXX

CEILING HEIGHT

CEILING TYPE

*NOTE - REFER TO PARTITION TYPE SHEET FOR INFO ON TAG

PT-1

FURNITURE & EQUIPMENT TAG TOILET ACCESSORY TAG

1i 1i

ROOM NAME

N

PN

X#-X

A-101

A-101

A

1 2 3 4 5 6

2 3 4 5 6

B

C

D

E

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

6/

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ISSUED FOR BID

CD

MIP

28801 DOUGLAS DRIVE

EUGENE, OREGON 97402

EUG GATE A6 RELOCATION

20245144.006

06/30/2026

CD/ MIP

G002

SHEET INDEX, CODE

ANLYSIS, GENERAL

NOTES

© 2026 RS&H, INC

Copyright © 2026. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

303-409-9700

RS&H Oregon Architects - Engineers - Planners, P.C.

4582 S. Ulster St., Suite 1100 Denver, CO 80237 www.rsandh.com Oregon Registration No. 0871AF

SHEET INDEX

SHEET NUMBER SHEET NAME

00 GENERAL

G001 COVER SHEET

G002 SHEET INDEX, CODE ANLYSIS, GENERAL NOTES

G022 SURVEY CONTROL PLAN

02 CIVIL

C004 SAFETY & SECURITY NOTES & DETAILS

C005 CONTRACT LAYOUT PLAN

C010 OVERALL PHASING PLAN

C011 PHASING PLAN - PHASE 1

C012 PHASING PLAN- PHASE 2

C013 PHASING PLAN - PHASE 3

C020 BORING LOCATION PLAN

C021 GEOTECHNICAL BORING LOGS

C100 CIVIL DEMOLITION PLAN

C121 DEMOLITION TYPICAL SECTIONS

C200 PROPOSED CIVIL PLAN

C221 PROPOSED TYPICAL SECTIONS AND DETAILS (SHEET 1 OF 4)

C222 PROPOSED TYPICAL SECTIONS AND DETAILS (SHEET 2 OF 4)

C223 PROPOSED TYPICAL SECTIONS AND DETAILS (SHEET 3 OF 4)

C224 PROPOSED TYPICAL SECTIONS AND DETAILS (SHEET 4 OF 4)

C300 PROPOSED BOARDING BRIDGE PLAN

C500 GRADING PLAN

C700 PAVEMENT MARKING PLAN

C721 PAVEMENT MARKING DETAILS

03 STRUCTURAL

S001 STRUCTURAL GENERAL NOTES

S101 FOUNDATION PLAN

S102 SECOND FLOOR FRAMING PLAN

S103 ROOF FRAMING PLAN

S501 CONCRETE DETAILS

& AND

@ AT

A/C AIR CONDITIONER

AB ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AFS ABOVE FLOOR SLAB

AHU AIR HANDLING UNIT

ALUM ALUMINUM

ANOD ANODIZED

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE OR APPROXIMATELY

ARCH ARCHITECTURE, ARCHITECTURAL

AVG AVERAGE

AWI ARCHITECTURAL WOODWORK INSTITUTE

BHMI BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION, INC

BID BAGGAGE INFORMATION DISPLAY

BIM BUILDING INFORMATION MODELING

BLDG BUILDING

BM BEAM

BO BOTTOM OF

BUR BUILT-UP ROOFING

CFMF COLD FORMED METAL FRAMING

CJ CONTROL JOINT

CL CENTERLINE

CL OTS CENTERLINE OF TENANT SEPARATION

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COLS COLUMNS

CONC CONCRETE

CONT CONTINUOUS

DIA DIAMETER

DR DOOR

DS DOWNSPOUT

DTL OR DET DETAIL

DWG DRAWING

EA EACH

EFS EXTERIOR FACE OF SHEATHING

EJ EXPANSION JOINT

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATION

ENG ENGINEER, ENGINEERING

EOS EDGE OF SLAB

EP ELECTRICAL PANEL

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EQ EQUAL

EQUIP EQUIPMENT

ERD EMERGENCY ROOF DRAIN

ETD ESTIMATED TRAVEL DISTANCE

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXT EXTERIOR

FD FIRE DAMPER, FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FFE FINISHED FLOOR ELEVATION

FHC FIRE HOSE CABINET

FID FLIGHT INFORMATION DISPLAY

FIN. FINISH, FINISHED

FLR FLOOR

FO FACE OF

FOB FACE OF BRICK

FOP FACE OF POST

FRP FIBER REINFORCED PANEL

FT FEET

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GBF GYPSUM BOARD FURRING

GID GATE INFORMATION DISPLAY

GL GLASS

GP GLOSSY PAINT

GWB GYPSUM WALL BOARD

GYP GYPSUM

HB HOSE BIB

HDW HARDWARE

HGT OR HT HEIGHT

HKS HOOKS

HM HOLLOW METAL

HORIZ HORIZONTAL

HVAC HEATING VENTILATION & AIR CONDITIONING

i.e. THAT IS, SUCH AS

ID INSIDE DIAMETER

IFS INTERIOR FACE OF STUD

IN. INCH, INCHES

INSUL INSULATION

INT INTERIOR

JAN. JANITOR

JST JOIST

JT JOINT

KP KICK PLATE

LAM LAMINATE

LAV LAVATORY

LB POUND

LDG LANDING

LONG. LONGITUDINAL

LRV LOUVER

LT LIGHT

LTG LIGHTING

LVP LUXURY VINYL PLANK

LVT LUXURY VINYL TILE

MATL MATERIAL

MAX. MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, & PLUMBING

MFGR MANUFACTURER

MGR MANAGER

MIN MINIMUM

MO MASONRY OPENING

MOD MODIFIED

MSC MISCELLANEOUS

MTL METAL

MUFID MULTI-USER FLIGHT INFORMATION DISPLAY

N/A NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OPG OPENING

OPP OPPOSITE

OSHA OCCUPATIONAL SAFETY AND HEALTH ACT

OVHD OVERHEAD

PBB PASSENGER BOARDING BRIDGE

PDU POWER DISTRIBUTION UNIT

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PRE-FAB PRE-FABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PRESSURE TREATED

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

R RADIUS

RAF RAISED ACCESS FLOOR

RAG RETURN AIR GRILLE

RB RUBBER BASE

RD ROOF DRAIN

RECEP RECEPTION, RECEPTIONIST

REF REINFORCING, REINFORCEMENT

REQ'D REQUIRED

REV REVISED, REVISION

RO ROUGH OPENING

SC SEALED CONCRETE

SCHED SCHEDULE

SCW SOLID CORE WOOD

SECT SECTION

SF SQUARE FEET

SFRM SPRAYED FIRE RESISTIVE MATERIAL

SGP SEMI-GLOSS PAINT

SHT SHEET

SHTS SHEETS

SIM SIMILAR

SPECS SPECIFICATIONS

SQ SQUARE

SQ IN. SQUARE INCHES

SS SERVICE SINK

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL, STRUCTURE

SUSP SUSPENDED

T&G TONGUE & GROOVE

TEL TELEPHONE

TG TEMPERED GLASS

TO STL TOP OF STEEL

TOB TOP OF BRICK, TOP OF BEAM

TOS TOP OF STEEL, TOP OF SLAB

TOSH TOP OF SHEATHING

TOW TOP OF WALL

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

VB VAPOR BARRIER

VCT OR VT VINYL COMPOSITION TILE

VDC VIRTUAL DESIGN & CONSTRUCTION

VERT VERTICAL

VR VIRTUAL REALITY

W/ WITH

WC WATER CLOSET

WCO WALL CLEANOUT

WD WOOD

WMP WIRE MESH PARTITION

WWF WELDED WIRE FABRIC

YD YARD

Ø DIAMETER

NO. DESCRIPTION DATE

SHEET INDEX

SHEET NUMBER SHEET NAME

07 ARCHITECTURAL

AD101 PARTIAL FIRST FLOOR DEMOLITION PLAN & INTERIOR DEMOLITION ELEVATION

A101 PARTIAL FLOOR PLAN & INTERIOR ELEVATION

A501 FINISH LEGEND, DOOR SCHEDULE, DETAILS

A701 INTERIOR MILLWORK SECTIONS AND DETAILS

A801 SIGNAGE PLAN

A850 SIGN MESSAGE SCHEDULE, SIGN COUNTS

A851 SIGN FAMILIES

A852 COLORS & TYPOGRAPHY

A860 SIGN TYPES - A2, A7, C4

26 ELECTRICAL

E000 GENERAL NOTES & SYMBOLS

E100 LEVEL 1 FLOOR PLANS

E102 GATE A6 - LEVEL 2 FLOOR PLAN

27 COMMUNICATIONS

T001 COMMUNICATIONS GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

TD102 OVERALL SECOND FLOOR DEMOLITION PLAN- COMMUNICATIONS

TD102B SECOND FLOOR DEMOLITION PLAN AREA B- COMMUNICATIONS

T101 OVERALL FIRST FLOOR PLAN- COMMUNICATIONS

T101A FIRST FLOOR NEW PLAN AREA A- COMMUNICATIONS

T101B FIRST FLOOR NEW PLAN AREA B- COMMUNICATIONS

T102 OVERALL SECOND FLOOR COMMUNICATIONS PLAN

T102B SECOND FLOOR NEW PLAN AREA B- COMMUNICATIONS

T501 COMMUNICATIONS DETAILS

T701 COMMUNICATIONS BLOCK DIAGRAM

28 SECURITY

TY001 SECURITY GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

TY101 OVERALL FIRST FLOOR SECURITY NEW PLAN

TY101B FIRST FLOOR NEW AREA PLAN B - SECURITY

TY102 OVERALL SECOND FLOOR SECURITY NEW PLAN

TY102B SECOND FLOOR NEW PLAN AREA B - SECURITY

TY501 SECURITY DETAILS

TY701 SECURITY SYSTEM BLOCK DIAGRAM

CONCOURSE A PASSENGER

BOARDING BRIDGE UPGRADES

S103 ROOF FRAMING PLAN

S901 COLD-FORMED STEEL FRAMING DETAILS

B

BB

B

B

B B

B

B

B B

B

B

B B

B B B

B

B B

B

B

B B

B

B

B B

B

B

B

B

B

B B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

TERMINAL

CONCOURSE A

GATE A6

CONTROL POINT TABLE

POINT #

DESCRIPTION

NTW/TARGET

NTW/TARGET

NTW/TARGET

NTW/SCRIB X 103=15

NTW/TARGET

NTW/TARGET

NORTHING

905626.30

905584.43

905553.76

905700.66

905536.35

905557.39

EASTING

4208755.05

4208815.86

4208873.31

4208707.14

4208698.16

4208646.62

ELEVATION

375.28

374.07

374.00

367.87

374.38

376.40

G022

SURVEY CONTROL

PLAN

SCALE: 1" = 10'-0"

0 10 2010

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

CITY OF EUGENE

5/

/2

:0 1:

P

M Au to de sk D oc s:

//2

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G T er m

E xp

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C on c

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ISSUED FOR BID

EJS

DJA

28801 DOUGLAS DRIVE

EUGENE, OREGON 97402

EUG GATE A6 RELOCATION

20245144006

06/30/2026

RET

Copyright © 2024. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

© 2026 RS&H, INC

303-409-9700

RS&H Oregon Architects - Engineers - Planners, P.C.

www.rsandh.com Oregon Registration No. 0871AF

4582 S. Ulster St., Suite 1100 Denver, CO 80237

NO. DESCRIPTION DATE

1 ISSUED FOR BID 06/30/2026

NORTH

NOTES:

LEGEND:

1. GROUND SURVEY AND CONTROL POINTS PROVIDED

BY EMERIO DESIGN LLC, FALL 2024.

2. HORIZONTAL VALUES ARE BASED UPON STATE

PLANE COORDINATES, OREGON SOUTH ZONE (3602).

3. ELEVATIONS SHOWN ARE BASED UPON THE NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

4. THE CONTRACTOR SHALL VERIFY, PRIOR TO

COMMENCEMENT OF CONSTRUCTION ACTIVITIES,

ANY CONTROL POINTS TO BE USED FOR

CONSTRUCTION. ANY DISCREPANCIES SHALL BE

REPORTED TO THE ENGINEER IMMEDIATELY. THE

CONTRACTOR SHALL USE ONLY THE CONTROL

POINTS LISTED.

SURVEY CONTROL POINTS

CONCOURSE A PASSENGER

BOARDING BRIDGE

UPGRADES

C004

SAFETY &

SECURITY NOTES

& DETAILS

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

CITY OF EUGENE

5/

/2

:0 1:

P

M Au to de sk D oc s:

//2

_E U

G T er m

E xp

P h

C on c

A Se at in g R am p/

7_

EU

G

_P h

C on c

A Se at in g_ A_

R

.rv t

ISSUED FOR BID

EJS

DJA

28801 DOUGLAS DRIVE

EUGENE, OREGON 97402

EUG GATE A6 RELOCATION

20245144006

06/30/2026

RET

Copyright © 2024. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

© 2026 RS&H, INC

303-409-9700

RS&H Oregon Architects - Engineers - Planners, P.C.

www.rsandh.com Oregon Registration No. 0871AF

4582 S. Ulster St., Suite 1100 Denver, CO 80237

NO. DESCRIPTION DATE

1 ISSUED FOR BID 06/30/2026

CONTRACTOR'S SAFETY AND SECURITY REQUIREMENTS

SECURITY

1. GENERAL INTENT: IT IS INTENDED THAT THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE AIRPORT SECURITY PLAN AND WITH THE SECURITY REQUIREMENTS SPECIFIED HEREIN, IN THE SPECIFICATIONS AND BY EUG. THE CONTRACTOR SHALL DESIGNATE TO THE ENGINEER AND EUG, IN WRITING, THE NAME OF HIS "CONTRACTOR SAFETY AND SECURITY OFFICER (CSSO)." THE CSSO SHALL BE FULL TIME AND SHALL BE ABLE TO

REPRESENT THE CONTRACTOR ON THE SECURITY REQUIREMENTS FOR THE CONTRACT.

2. CONTRACTOR PERSONNEL SECURITY ORIENTATION: THE CSSO SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR, SUBCONTRACTOR, AND VENDOR PERSONNEL ON SECURITY REQUIREMENTS. ALL NEW CONTRACTOR PERSONNEL SHALL BE BRIEFED ON SECURITY REQUIREMENTS PRIOR TO WORKING IN THE

CONSTRUCTION AREA.

3. MATERIALS DELIVERY TO THE SITE: ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE WORK SITE WILL USE AS A DELIVERY ADDRESS, THE STREET NAME ASSIGNED TO THE ACCESS POINT AT THE CONTRACTOR'S STAGING SITE AT THE AIRPORT. THE CONTRACTOR SHALL TAKE STEPS TO PREVENT DELIVERY TRUCKS FROM

ENTERING INTO THE TERMINAL COMPLEX.

4. CONSTRUCTION AREA LIMITS: THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREAS, PLANT SITE, EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS DEFINED AS REQUIRED FOR THE CONTRACTOR'S EXCLUSIVE USE DURING CONSTRUCTION SHALL BE MARKED BY THE CONTRACTOR, REFER TO CONTRACT LAYOUT PLAN (C005) AND CSPP FOR LOCATIONS. TEMPORARY BARRICADES, FLAGGING AND FLASHING WARNING LIGHTS WILL BE REQUIRED AT CRITICAL ACCESS POINTS, SEE CONTRACT LAYOUT PLAN AND CSPP FOR LOCATIONS. TYPE OF MARKING AND WARNING DEVICES SHALL BE APPROVED BY THE AIRPORT ENGINEER AND BY EUG.

5. IDENTIFICATION--PERSONNEL: ALL EMPLOYEES, AGENTS, VENDORS, INVITEES, ETC. OF THE CONTRACTOR OR SUBCONTRACTORS REQUIRING ACCESS TO THE CONSTRUCTION SITE SHALL, IN ACCORDANCE WITH THE EUG SECURITY PROGRAM, BE REQUIRED TO DISPLAY AIRPORT ISSUED IDENTIFICATION OR BE UNDER ESCORT BY PROPERLY BADGED PERSONNEL. AT THE COMPLETION OF THE CONTRACT ALL BADGES WILL BE RETURNED TO THE AIRPORT. AS PART OF THE BADGE APPLICATION PROCESS, EACH APPLICANT WILL BE FINGERPRINTED FOR USE IN AN FBI CRIMINAL RECORDS SEARCH. ANY PERSON WHOSE CRIMINAL RECORD REVEALS OFFENSES LISTED BY FAA AS DISQUALIFYING OFFENSES WILL BE DENIED A BADGE AND WILL BE PROHIBITED FROM UNESCORTED ACCESS TO

THE PROJECT SITE. SEE SPECIAL CONDITIONS SECTION 1.

6. IDENTIFICATION--VEHICLES: THE CONTRACTOR, THROUGH THE CSSO, SHALL ESTABLISH AND MAINTAIN A LIST OF CONTRACTOR AND SUBCONTRACTOR VEHICLES AUTHORIZED TO OPERATE ON THE SITE AND EUG OPERATIONS SHALL ISSUE AN AOA PERMIT TO EACH VEHICLE TO BE DISPLAYED ON THE FRONT WINDSHIELD. THE DEPOSIT FOR THE AOA VEHICLE PERMIT IS $50. CONTRACTOR EMPLOYEE VEHICLES SHALL BE RESTRICTED TO THE CONTRACTOR'S EMPLOYEE PARKING AREA AND ARE NOT ALLOWED ON THE AOA AT ANY TIME. NO PERSONAL VEHICLES SHALL BE ALLOWED ON THE AIRFIELD. ALL CONSTRUCTION VEHICLES SHALL HAVE ITS CORPORATE NAME PROMINENTLY ON BOTH SIDES OF THE VEHICLE AT A SIZE THAT CAN BE EASILY DISTINGUISHED AT A DISTANCE OF 50'.

7. SIDA AREA ACCESS: ALL VEHICLES WILL BE SUBJECT TO INSPECTION WHEN ENTERING THE SIDA AREA. VEHICLES WAITING TO ENTER THE SIDA AREA MAY NOT QUEUE ON AIRCRAFT PAVEMENTS OR AT THE SIDA GATE; VEHICLES MUST WAIT OUTSIDE THE EXTERIOR AOA GATE. GATES SHALL BE SECURED WITH A GATE GUARD WHILE IN USE AND

ALL ENTRIES AND EXITS SHALL BE TRACKED.

8. SEE SPECIAL CONDITIONS FOR DETAILED SECURITY REQUIREMENTS.

1. THE CONTRACTOR SHALL ACQUAINT THEIR SUPERVISORS AND EMPLOYEES OF THE AIRPORT ACTIVITY AND OPERATIONS THAT ARE INHERENT TO THIS ACTIVE AIR CARRIER AIRPORT AND SHALL CONDUCT THE CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC REQUIREMENTS AND

GUIDELINES ON SAFETY AS SPECIFIED IN THE CONTRACT DOCUMENTS.

2. ALL CONTRACTOR VEHICLES OR EQUIPMENT THAT ARE AUTHORIZED TO OPERATE ON THE AIRPORT IN THE AIRCRAFT OPERATIONS AREA (AOA) SHALL DISPLAY IN FULL VIEW A FLASHING AMBER (YELLOW) DOME-TYPE LIGHT OR ABOVE THE VEHICLE A 3' X 3' OR LARGER, ORANGE AND WHITE CHECKERBOARD FLAG, EACH CHECKERBOARD COLOR BEING 1-FOOT SQUARE, (SEE CONSTRUCTION SAFETY FLAG DETAIL THIS SHEET). ANY VEHICLE OR EQUIPMENT OPERATING IN THE AOA DURING THE HOURS OF DARKNESS SHALL BE EQUIPPED WITH A FLASHING AMBER (YELLOW) DOME LIGHT, MOUNTED ON TOP OF THE VEHICLE AND OF SUCH INTENSITY TO CONFORM TO

LOCAL CODES AND AC 150/5370-2G.

3. ALL NON-RADIO EQUIPPED CONTRACTOR VEHICLES THAT ARE REQUIRED TO OPERATE ON OR ACROSS ACTIVE RUNWAYS, TAXIWAYS, APRONS AND RUNWAY APPROACH AND PROTECTION ZONES SHALL DO SO UNDER THE DIRECT CONTROL OF A RADIO EQUIPPED ESCORT VEHICLE. ESCORT VEHICLES, OPERATORS, AND RADIO EQUIPMENT SHALL BE APPROVED BY EUG. ESCORT VEHICLES SHALL BE MARKED AND LIGHTED AS DESCRIBED IN PARAGRAPH NO. 2 ABOVE AND SHALL BE EQUIPPED WITH AN APPROVED AVIATION BAND RADIO. RADIO EQUIPPED VEHICLES SHALL CONTINUOUSLY MONITOR GROUND CONTROL FREQUENCY, AS DIRECTED BY EUG OPERATIONS.

ALL AIRCRAFT TRAFFIC ON RUNWAYS, TAXIWAYS AND APRONS SHALL HAVE PRIORITY OVER CONTRACTOR'S

TRAFFIC.

4. NO RUNWAY, TAXIWAY, APRON OR AIRPORT ROADWAY SHALL BE CLOSED WITHOUT WRITTEN APPROVAL OF EUG OPERATIONS. TO ENABLE NECESSARY "NOTICES TO AIR MISSIONS" (NOTAM) OR ADVISORIES TO AIRPORT SERVICES OR TENANTS, A MINIMUM OF 72 HOURS WRITTEN NOTICE REQUESTING CLOSURE SHALL BE DIRECTED TO THE

ENGINEER WHO WILL COORDINATE THE REQUEST WITH EUG OPERATIONS.

5. ANY CONSTRUCTION ACTIVITY WITHIN 48 FEET OF AN ACTIVE TAXIWAY EDGE (ADG III) OR OPEN EXCAVATIONS IN EXCESS OF THREE INCHES DEEP WITHIN THE ABOVE AREA, WILL REQUIRE CLOSURE OF THE AFFECTED TAXIWAY, UNLESS OTHERWISE APPROVED BY EUG. CLOSURE REQUIRES THE SAME PROVISIONS AS NOTE 4 ABOVE.

6. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY

PRECAUTIONS HAVE BEEN TAKEN AND THE PROCEDURE APPROVED BY EUG.

7. STOCKPILED MATERIAL SHALL BE CONSTRAINED TO THE AREAS SHOWN AND APPROVED IN THE CSPP.

STOCKPILE HEIGHT SHALL BE LESS THAN 15 FEET, AND SHALL BE LOCATED OUTSIDE THE ACTIVE RUNWAY AND TAXIWAY OBJECT FREE AREAS. STOCKPILED MATERIAL IS ALLOWED WITHIN SAFETY AREAS OF CLOSED TAXIWAYS.

8. ANY TEMPORARY WASTE AREA SHALL BE APPROVED BY THE ENGINEER AND SHALL BE KEPT IN A NEAT CONDITION. EUG MAY DIRECT THE CONTRACTOR TO REMOVE WASTE IF NOT PROPERLY MAINTAINED. WASTE

SHALL BE DISPOSED OF AT THE CONTRACTORS EXPENSE.

10. DEBRIS, WASTE AND LOOSE MATERIAL CAPABLE OF CAUSING DAMAGE TO AIRCRAFT LANDING GEARS, PROPELLERS OR BEING INGESTED IN JET ENGINES SHALL NOT BE ALLOWED ON ACTIVE AIRCRAFT MOVEMENT AREAS. IF THESE MATERIALS ARE OBSERVED TO BE ON ACTIVE AIRCRAFT MOVEMENT AREAS, THEY SHALL BE

REMOVED IMMEDIATELY AND CONTINUOUSLY MONITORED DURING CONSTRUCTION.

11. THE ENGINEER WILL ARRANGE WITH EUG FOR INSPECTION PRIOR TO OPENING FOR AIRCRAFT USE ANY RUNWAY OR TAXIWAY THAT HAS BEEN CLOSED FOR WORK, ON OR ADJACENT THERETO, OR THAT HAS BEEN USED

FOR A CROSSING POINT OR HAUL ROUTE BY THE CONTRACTOR.

12. THE CONTRACTOR IS DIRECTED TO COMPLY WITH AND ACQUAINT THEIR EMPLOYEES WITH THE FOLLOWING

SAFETY GUIDELINES, RELATED MATERIALS AND FAA ADVISORY CIRCULARS:

150/5200-18D "AIRPORT SAFETY-SELF INSPECTION"

150/5210-5D "PAINTING, MARKING & LIGHTING OF VEHICLES USED ON AIRPORTS"

150/5370-2G "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION"

13. THE CONTRACTOR'S SAFETY AND SECURITY OFFICER (CSSO) WILL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS. PRIOR TO COMMENCEMENT OF WORK, THE CSSO SHALL PROVIDE THE ENGINEER AN OUTLINE OF A PROPOSED ACCIDENT AND FIRE PROTECTION PLAN FOR ALL WORK CONTEMPLATED UNDER THE CONTRACT AND CONDUCT AT LEAST ONE SAFETY MEETING EACH MONTH FOR EACH SHIFT AND REQUIRE THE ATTENDANCE OF ALL SUPERVISORS AT SUCH MEETINGS. COPIES OF THE MINUTES OF SAFETY MEETINGS SHALL BE KEPT ON FILE IN THE CONTRACTOR'S FIELD OFFICE, COPY TO ENGINEER AND BE MADE AVAILABLE UPON DEMAND BY THE AIRPORT.

14. CONSTRUCTION DURING THE PROJECT MAY BE HALTED AT ANY TIME BY THE ENGINEER, AND/OR EUG IF IT IS DETERMINED TO BE IN THE BEST INTEREST OF EUG OR SAFETY. THE CONTRACTOR MAY BE DIRECTED TO REMOVE EQUIPMENT AND/OR EVACUATE THE SITE IN ORDER TO ENABLE AIRCRAFT OPERATIONS. NECESSARY EXTENSIONS IN CONTRACT TIME MAY BE GRANTED OR A STOP WORK ORDER WILL BE ISSUED DUE TO THESE DELAYS, HOWEVER, THERE WILL BE NO ADJUSTMENTS IN CONTRACT PRICE DUE TO THESE DELAYS.

15. ALL COMMUNICATION WITH THE AIR TRAFFIC CONTROL TOWER OR OTHER ELEMENTS OF THE AIRPORT SHALL

BE THROUGH THE ENGINEER AND EUG.

16. THE EMERGENCY NUMBER TO CALL FOR ANY INCIDENT ON THE PROJECT OR AIRPORT SHALL BE 541-682-5430 OR 541-954-6584 UNLESS OTHERWISE NOTIFIED BY EUG. EUG OPERATIONS WILL THEN DISPATCH THE

APPROPRIATE AUTHORITIES.

17. CONSTRUCTION SAFETY PHASING PLAN COMPLIANCE. THE CONTRACTOR SHALL PROVIDE A SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) THAT OUTLINES HOW THE CONTRACTOR WILL COMPLY WITH THE REQUIREMENTS OF THE CONSTRUCTION SAFETY PHASING PLAN (CSPP). THIS REQUIREMENT IS DETAILED IN THE PROJECT

SPECIFICATION G-100, SAFETY AND SECURITY.

18. A DAILY SAFETY AND PROGRESS MEETING SHALL BE HELD BETWEEN THE ENGINEER, EUGENE OPERATIONS, AND THE CONTRACTOR'S SUPERINTENDENT TO DISCUSS REQUIREMENTS FOR THE NEXT NIGHTTIME WORK PERIOD.

NIGHT WORK IS ONLY ALLOWED WITH 7 DAY APPROVAL FROM AIRPORT OPERATIONS. THE CONTRACTOR SHALL PREPARE A SAFETY PLAN SPECIFIC TO NIGHTTIME CONSTRUCTION OPERATIONS, AS WELL AS A CONTINGENCY

PLAN TO ADDRESS CASES OF ABNORMAL FAILURES OR UNEXPECTED OCCURRENCES.

19. HAUL ROUTES ON THE AIRFIELD SHALL BE DELINEATED WITH LIGHTED BARRICADES AS APPLICABLE, AND AS PRACTICAL TO GUIDE CONSTRUCTION TRAFFIC BUT NOT TO IMPEDE AIRCRAFT MOVEMENT. OTHER MEANS TO

CLEARLY MARK THE ROUTES TO THE WORK SITE MAY BE APPROVED BY THE ENGINEER.

20. EQUIPMENT TALLER THAN 25' SHALL NOT BE USED UNLESS SPECIFICALLY APPROVED BY EUG.

21. CONSTRUCTION EQUIPMENT AND VEHICLES SHALL NOT BE PARKED WITHIN THE LIMITS OF RUNWAY AND TAXIWAY OBJECT FREE AREAS, REGARDLESS OF OPEN OR CLOSED STATUS OF RUNWAYS OR TAXIWAYS.

22. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING AFFECTED ELECTRICAL CIRCUITS ARE DE-ENERGIZED, AND PROTECTED FROM BEING RE-ENERGIZED DURING CONSTRUCTION BY UTILIZING LOCK OUT PROCEDURES IMPACTING ELECTRICAL SYSTEMS, PER L-105, MODIFICATION, REMOVAL, AND DEMOLITION OF AIRFIELD LIGHTING SYSTEMS, AND/OR LOCAL CODES. CONTRACTOR IS NOT TO USE, TERMINATE, OPERATE OR INTERRUPT THE

AIRFIELD CIRCUITRY WITHOUT SPECIFIC WRITTEN APPROVAL OF EUG.

NOTE:

SAFETY FLAG SHALL BE

PROMINENTLY DISPLAYED

ABOVE ROOFLINE ON ALL

CONSTRUCTION EQUIPMENT

AND CONSTRUCTION VEHICLES.

NOTES:

1. LOW LEVEL, LIGHTED BARRICADES SHALL BE PLACED AROUND ALL OPEN EXCAVATIONS, HOLES, TRENCHES, PAVEMENT DROPOFFS, INFIELD SEPARATIONS, AND AREAS IDENTIFIED ON THE PHASING PLAN.

2. BARRICADES SHALL BE SHERWIN INDUSTRIES LOW-PROFILE BARRICADES MODEL AR-10X96 OR APPROVED EQUAL.

3. BARRICADES SHALL BE CONTINUOUSLY LINKED UNLESS OTHERWISE NOTED (SEE PHASING PLANS)

4. BARRICADES SHALL BE WEIGHTED WITH SAND OR WATER TO PREVENT MOVEMENT FROM JET OR PROP BLAST.

5. CONTRACTOR SHALL MAINTAIN AN INSPECTION LOG FOR BARRICADE CHECKS. BARRICADE CHECKS SHALL BE COMPLETED A MINIMUM OF ONCE A CONSTRUCTION SHIFT AND AFTER ANY CHANGE TO THE BARRICADE

POSITIONING. ANY DAMAGED BARRICADES SHALL BE PROMPTLY REPLACED.

6. THE CONTRACTOR WILL PROVIDE A SUFFICIENT NUMBER OF BARRICADES TO CLOSE THE AFFECTED CONSTRUCTION AREAS. ALL COSTS FOR THE BARRICADES, MAINTENANCE, RE-POSITIONING FOR PHASES, ETC.

SHALL BE INCLUDED IN G-100-5.1 SAFETY, SECURITY, AND TEMPORARY ITEMS. CONTRACTOR RESPONSIBLE FOR

MAINTAINING LIGHTS AND FLAGS AND PREVENT DAMAGE.

SAFETY

ORANGE BASE

6"X72" ORANGE AND WHITE

REFLECTIVE STRIPING

(BOTH SIDES)

360° RED LAMP

(SOLAR OR BATTERY POWERED)

(2 PER BARRICADE MIN.)

3'

MIN.

3' MIN.

AVIATION ORANGE

AVIATION WHITE

1. EMPLOYEE PARKING: NO CONTRACTOR'S PERSONAL EMPLOYEE VEHICLES WILL BE ALLOWED WITHIN THE AOA. THE CONTRACTOR SHALL REQUIRE EMPLOYEES TO PARK PERSONAL VEHICLES IN THE DESIGNATED

STAGING AREA OUTSIDE THE AOA FENCE.

2. UTILITY ACCESS: WATER MAY BE AVAILABLE FROM THE HYDRANT(S) IDENTIFIED ON THE PLAN. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE LOCAL WATER UTILITY TO USE SUCH HYDRANTS. AN INSPECTION OF THE HYDRANT(S) SHALL BE CONDUCTED BY THE AIRPORT, ENGINEER, AND THE CONTRACTOR PRIOR TO USE. THE CONDITION OF THE HYDRANT(S) SHALL BE DOCUMENTED AND ANY DAMAGE TO THE HYDRANT(S) AFTER USE WILL BE FIXED AT THE CONTRACTOR'S EXPENSE. USE OF THE HYDRANT(S) IDENTIFIED ON THE PLAN WILL REQUIRE WATER TRUCKS TO FILL IN CLOSE PROXIMITY WITH THE HYDRANT(S).

PIPING TO A LOCATION NEAR THE STAGING AREA TO FILL WATER TRUCKS, ETC. WILL NOT BE PERMITTED.

ERECTION OF A WATER TOWER WILL NOT BE PERMITTED NEAR THE HYDRANT(S). CONSTRUCTION SIGNS WARNING OF WATER FILLING ACTIVITIES SHOULD BE PLACED ON EITHER SIDE OF HYDRANT. CONTRACTOR RESPONSIBLE FOR EUGENE WATER AND ELECTRIC BOARD (EWEB) COORDINATION OR TO PROVIDE

GENERATORS, AS REQUIRED.

3. SITE ACCESS: THE CONTRACTOR STAGING AREA IS OUTSIDE THE AOA FENCE AS SHOWN ON SHEET C005.

ENTRANCE TO THE WORK SITE SHALL BE THROUGH THE AOA ACCESS GATES AS CALLED OUT ON CONTRACT

LAYOUT PLAN. NO OTHER ACCESS POINTS SHALL BE ALLOWED UNLESS APPROVED BY EUG. ALL

CONTRACTOR TRAFFIC AUTHORIZED TO ENTER THE SITE SHALL BE EXPERIENCED IN THE ROUTE OR GUIDED BY CONTRACTOR PERSONNEL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE VARIOUS CONSTRUCTION AREAS ON THE SITE, AND FOR THE OPERATION AND SECURITY OF THE ACCESS GATES TO THE SITE. A CONTRACTOR'S FLAG PERSON OR TRAFFIC CONTROL PERSON SHALL MONITOR AND COORDINATE ALL CONTRACTOR TRAFFIC AT EACH ACCESS GATE AS SHOWN ON THE PLANS.

THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED CONSTRUCTION PERSONNEL OR TRAFFIC ON THE SITE. ACCESS GATES TO THE SITE SHALL BE LOCKED OR SECURED AT ALL TIMES WHEN NOT ATTENDED BY THE CONTRACTOR. IF THE CONTRACTOR CHOOSES TO LEAVE ANY ACCESS GATE OPEN, IT SHALL BE ATTENDED BY THE CONTRACTOR'S SECURITY GUARDS WHO ARE FAMILIAR WITH THE REQUIREMENTS OF THE EUG SECURITY PROGRAM AND BADGED APPROPRIATELY. HAUL ROUTE MONITORS ARE REQUIRED TO ESCORT

UNBADGED DELIVERY DRIVERS. HAUL ROUTE MONITORS ARE ONLY NEEDED DURING HAUL ROUTE

OPERATIONS.

4. ESCORTING: CONTRACTOR WILL BE REQUIRED TO HAVE AN ESCORT FOR ANY WORK THAT OCCURS IN AN ACTIVE MOVEMENT AREA. CONTRACTOR SHALL COORDINATE WITH THE AIRPORT TO ENSURE THAT AN

ESCORT IS AVAILABLE.

5. WASTE DISPOSAL AND BORROW AREAS: CONCRETE RUBBLE AND UNSUITABLE EXCAVATION WASTE MATERIAL REMOVED FROM THE CONSTRUCTION AREA SHALL BE DISPOSED OF OFF THE AIRPORT PROPERTY. NO MATERIAL SHALL BE WASTED ON THE AIRPORT SITE UNLESS APPROVED BY AIRPORT OPERATIONS. WASTE AND DISPOSAL AREAS SHALL BE SEEDED AND RESTORED IN A SMOOTH GRADED AND DRAINABLE CONDITION.

6. CONSTRUCTION LIMITS AND FLAG PERSON: ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE DESIGNATED CONSTRUCTION LIMITS OR HAUL ROUTES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE AN OREGON LICENSED LAND SURVEYOR LAYOUT THE PHASING LIMITS FOR EACH PHASE. ALL FLAG PERSONS WILL BE ODOT CERTIFIED, AND CONDUCT FLAGGING OPERATIONS TO ODOT STANDARDS. IT ITS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE CERTIFIED FLAGGERS. OBSERVERS AND SPOTTERS SHALL

COMPLETE ADDITIONAL TRAINING PROVIDED BY AIRPORT OPERATIONS.

ALL FLAGGERS, SPOTTERS, AND OBSERVERS CONTROLLING EQUIPMENT CROSSING ACTIVE AIRCRAFT AREAS ARE REQUIRED TO HAVE A FULLY OPERATIONAL CELLULAR TELEPHONE TO CONTACT AIRPORT OPERATIONS (541-954-6584) TO REPORT ANY PROBLEMS THAT MAY AFFECT AIRCRAFT OPERATIONS. ALL OBSERVERS AND FLAGGERS WILL IMMEDIATELY CONTACT AIRPORT OPERATIONS IF ANY EQUIPMENT BECOMES DISABLED OR IS

UNABLE TO YIELD TO AIRCRAFT FOR ANY REASON.

IF APPROVED BY THE AIRPORT OPERATIONS MANAGER, VEHICLE AND PEDESTRIAN CROSSINGS OF ACTIVE TAXIWAYS AND HIGH-USE OR CONGESTED RAMP AREAS MAY BE PERMITTED IF THE FOLLOWING PROVISIONS

ARE MET:

A. THE AIRPORT OPERATIONS MANAGER IS NOTIFIED BEFORE ANY ACTIVITY BEGINS AND WHEN THE

ACTIVITY ENDS EVERY DAY.

B. AIRPORT OPERATIONS HAS COORDINATED THE ACTIVITY WITH AIR TRAFFIC CONTROL AND HAS

ADVISED THE ENGINEER OR CONTRACTOR WHEN TO BEGIN CROSSINGS.

C. AN AIRPORT REPRESENTATIVE IS AVAILABLE TO CONTACT AIR TRAFFIC CONTROL IF THERE ARE ANY

PROBLEMS.

D. ALL INVOLVED PERSONNEL UNDERSTAND THAT ALL EQUIPMENT AND PEDESTRIANS MUST YIELD TO

ALL AIRCRAFT. AIRCRAFT ALWAYS HAVE THE RIGHT OF WAY.

E. WHEN FLAGGING OPERATIONS ARE ESTABLISHED TO CROSS ACTIVE TAXIWAYS, A FLAGGER IS

REQUIRED ON EACH SIDE OF THE TAXIWAY.

F. A DESIGNATED SWEEPER AND SWEEPER OPERATOR SHALL BE WITHIN THE

CONSTRUCTION AREA WHEN THE CONTRACTOR IS WORKING.

7. COORDINATION OF CONSTRUCTION ACTIVITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN THE SUBCONTRACTORS IN ADDITION TO COORDINATION WITH THE ENGINEER. OTHER CONTRACTORS CONSTRUCTION ACTIVITIES SHALL ALSO BE COORDINATED THROUGH AIRPORT OPERATIONS. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY AIRPORT OPERATIONS REPRESENTATIVES 48 HOURS IN ADVANCE OF PLANNED

ACTIVITIES.

8. AOA SPEED LIMIT: THE CONTRACTOR SHALL OPERATE WITHIN SPEED LIMITS AS DICTATED BY AIRPORT

OPERATIONS.

9. UTILITY LOCATES: THE CONTRACTOR IS REQUIRED TO HIRE A PRIVATE LOCATE COMPANY AND IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES AND STRUCTURES IN THE PROJECT

AREA.

10. RESTORATION: ALL BORROW, STOCKPILE STORAGE, AND HAUL ROUTE AREAS, SHALL BE RESTORED BY THE CONTRACTOR BY TOPSOILING AND SEEDING PER THE SPECIFICATIONS. THIS WORK WILL BE CONSIDERED

INCIDENTAL TO MOBILIZATION ITEM.

11. WORKING HOURS: COORDINATE WORKING HOURS WITH AIRPORT OPERATIONS. INTERIOR WORK HOURS MAY BE RESTRICTED TO NIGHTTIME HOURS ONLY. EXTERIOR WORK WILL HAVE NO RESTRICTIONS ON WORK HOURS, BUT SHALL BE COORDINATED WITH THE AIRPORT TO ENSURE NO IMPACTS TO AIRPORT OR AIRCRAFT

OPERATIONS. SEE PHASING SHEETS FOR MORE DETAILED WORK HOUR RESTRICTIONS.

12. HAUL ROUTES: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES (STATE HIGHWAYS, COUNTY ROADS OR CITY STREETS) WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. ON-SITE HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF BEING USED AS A HAUL ROUTE. THE BEFORE AND AFTER CONDITION OF ON-SITE HAUL ROUTES SHALL BE JOINTLY INSPECTED AND DETERMINED BY THE CONTRACTOR, THE ENGINEER AND AIRPORT REPRESENTATIVES.

FENCING, DRAINAGE, GRADING AND OTHER MISCELLANEOUS CONSTRUCTION REQUIRED TO CONSTRUCT TEMPORARY HAUL ROUTES OR ACCESS POINTS ON THE AIRPORT WILL BE THE CONTRACTOR'S TOTAL RESPONSIBILITY AND SHALL BE APPROVED BY THE AIRPORT OPERATIONS PRIOR TO THE WORK. ALL ON-SITE FAA ACCESS ROADS TO FAA FACILITIES SHALL REMAIN OPEN AND MAINTAINED AT ALL TIMES. PHOTOGRAPHS AND A VIDEO OF THE HAUL ROUTES SPECIFIED BY THE PLANS MUST BE PROVIDED BY THE CONTRACTOR BEFORE AND AFTER CONSTRUCTION TO THE AIRPORT ADMINISTRATION. THE CONTRACTOR IS RESPONSIBLE

FOR REPAIRING ANY DAMAGE TO HAUL ROUTES RESULTING FROM CONSTRUCTION TRAFFIC.

13. HAUL ROUTE SIGNAGE: CONTRACTOR SHALL PROVIDE SIGNAGE FOR THE PROJECT HAUL ROUTES ALONG ALL VEHICLE SERVICE ROADS AND AT ALL VEHICLE SERVICE ROAD (VSR) CROSSINGS. ALL HAUL ROUTES SHALL BE SIGNED IN ACCORDANCE WITH STATE AND CITY LAWS AND REGULATIONS. HAUL ROUTE SIGNS SHALL APPROPRIATELY IDENTIFY THOSE ROUTES USED BY HEAVY CONSTRUCTION TRAFFIC. ROAD SIGNS SHALL BE MADE OF ALUMINUM AND SHALL BE MOUNTED ON SUITABLE SUPPORTS (GALVANIZED STEEL OR ALUMINUM). ALL SIGNS SHALL BE WEATHER PROOFED WITH A REFLECTORIZED AND SMOOTH SURFACE. ALL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD, 2009). SIGNS SHALL BE ADEQUATELY MOUNTED TO ENSURE STABILITY WHILE IN USE.

14. TRACKED EQUIPMENT: TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE USED ON EXISTING AIRCRAFT PAVEMENT TO REMAIN OR PROPOSED AIRCRAFT PAVEMENT. ANY DAMAGE TO VEHICLE SERVICE ROADS OR

AIRCRAFT PAVEMENT SHALL BE REPAIRED BY CONTRACTOR AT THEIR EXPENSE.

15. AIRFIELD HAUL ROUTES: THERE IS NO RESTRICTION TO THE NUMBER OF TRUCKS THAT MAY BE BROUGHT ONTO THE AIRFIELD AT ONE TIME, AS LONG AS THE SITE CAN ACCOMMODATE THEM WITHOUT IMPACTING EXIT

ROUTES, ONGOING CONSTRUCTION OPERATIONS, OR NORMAL AIRPORT OPERATIONS.

GENERAL CONTRACT NOTES

96"

SCALE:3 TYPE 1 - LOW PROFILE SAFETY BARRICADE

NTS

SCALE:2 CONSTRUCTION SAFETY FLAG

NTS

ECOLOGY BLOCK EVERY SECOND

PANEL CONNECTION, PLACED ON

AIRFIELD SIDE OF FENCE

FOUR SIDED FENCE

PANEL WITH 1.9" O.D.

PERIMETER PIPE RAIL,

TYP. EACH PANEL

(3) BOLTED CONNECTIONS AT

EACH PANEL. BOLTS ON

AIRFIELD SIDE OF FENCE

CHAIN LINK FENCE FABRIC

WITH VISUAL SCREENING FABRIC

TYP. PIPE RAIL BASE

(3) BOLTED CONNECTIONS

AT EACH PANEL. BOLTS ON

AIRFIELD SIDE OF FENCE

6'-0"

4" MAXIMUM GAP AT FENCE BOTTOM

RED FLASHING REFLECTOR

(SOLAR OR BATTERY POWERED)

(2 PER PANEL MIN.)

2'-0" MIN.

NOTES:

1. IF HALF SIZED ECONOMY BLOCKS ARE USED, THEY SHALL BE PLACED ON EACH PLATFORM.

2. GATES OR OTHER OPENINGS IN FENCE SHALL BE SECURELY LOCKED WHEN CONTRACTOR

PERSONNEL ARE NOT ON SITE.

SCALE:1 TEMPORARY CONSTRUCTION FENCE

NTS

12/31/2027

CONCOURSE A PASSENGER

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TAXIWAY G

TERMINAL TAXILANE

CONCOURSE A TERMINAL

GATE B2

GATE B3

GATE A1

GATE A2

GATE A3

GATE A4

GATE A5

GATE A6

ATCT

AIRPORT

OPS BLDG

GATE B1

TAXIW

AY A

RUNW

AY 16R-34L

OLD AIRPORT RD.

BOEING DR.

DOUGLAS DR.

NORTHROP DR.

CONTRACTOR

ACCESS GATE 80

EXISTING

HYDRANT

LOCKHEED DR

CONTRACTOR

ACCESS GATE 97

GATE C1

1. THE CONTRACTOR SHALL MAINTAIN THE HAUL ROUTES USED

AS NECESSARY THROUGHOUT CONSTRUCTION. THIS WORK

SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE

PROJECT SPECIFICATIONS.

2. CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN

ON THE PLANS. NO OTHER ACCESS POINTS SHALL BE

ALLOWED UNLESS APPROVED BY EUG. ALL CONTRACTOR

TRAFFIC AUTHORIZED TO ENTER THE SITE SHALL BE

EXPERIENCED IN THE ROUTE OR GUIDED BY CONTRACTOR

PERSONNEL. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR TRAFFIC CONTROL TO AND FROM THE VARIOUS

CONSTRUCTION AREAS ON THE SITE, AND FOR THE

OPERATION AND SECURITY OF THE ACCESS GATES TO THE

SITE. A CONTRACTOR'S FLAG PERSON OR TRAFFIC CONTROL

PERSON SHALL MONITOR AND COORDINATE ALL

CONTRACTOR TRAFFIC AT EACH ACCESS GATE AS SHOWN

ON PLANS. THE CONTRACTOR SHALL NOT PERMIT ANY

UNAUTHORIZED CONSTRUCTION PERSONNEL OR TRAFFIC ON

THE SITE. ACCESS GATES TO THE SITE SHALL BE LOCKED

AND SECURED AT ALL TIMES WHEN NOT ATTENDED BY THE

CONTRACTOR. IF THE CONTRACTOR CHOOSES TO LEAVE

ANY ACCESS GATE OPEN, IT SHALL BE ATTENDED BY THE

CONTRACTORS SECURITY GUARDS WHO ARE FAMILIAR WITH

THE REQUIREMENTS OF THE EUG SECURITY PROGRAM AND

BADGED APPROPRIATELY. HAUL ROUTE MONITORS ARE

REQUIRED TO ESCORT UNBADGED DELIVERY TRUCK

DRIVERS. HAUL ROUTE MONITORS ARE ONLY NEEDED

DURING HAULING OPERATIONS.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

COORDINATE OFF-SITE HAUL ROUTES (STATE HIGHWAYS,

COUNTY ROADS OR CITY STREETS) WITH THE APPROPRIATE

OWNER WHO HAS JURISDICTION OVER THE AFFECTED

ROUTE. ON-SITE HAUL ROUTES SHALL BE MAINTAINED BY

THE CONTRACTOR AND SHALL BE RESTORED TO THEIR

ORIGINAL CONDITION UPON COMPLETION OF BEING USED AS

A HAUL ROUTE. THE BEFORE AND AFTER CONDITION OF

ON-SITE HAUL ROUTES SHALL BE JOINTLY INSPECTED AND

DETERMINED BY THE CONTRACTOR, THE ENGINEER AND

AIRPORT REPRESENTATIVES. FENCING, DRAINAGE, GRADING

AND OTHER MISCELLANEOUS CONSTRUCTION REQUIRED TO

CONSTRUCT TEMPORARY HAUL ROUTES OR ACCESS POINTS

ON THE AIRPORT WILL BE THE CONTRACTOR'S TOTAL

RESPONSIBILITY AND SHALL BE APPROVED BY THE AIRPORT

OPERATIONS PRIOR TO THE WORK. ALL ON-SITE FAA

ACCESS ROADS TO FAA FACILITIES SHALL REMAIN OPEN AND

MAINTAINED AT ALL TIMES. PHOTOGRAPHS AND A VIDEO OF

THE HAUL ROUTES SPECIFIED BY THE PLANS MUST BE

PROVIDED BY THE CONTRACTOR BEFORE AND AFTER

CONSTRUCTION TO THE AIRPORT ADMINISTRATION. THE

CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE

TO HAUL ROUTES RESULTING FROM CONSTRUCTION

TRAFFIC.

4. CONTRACTOR SHALL PROVIDE SIGNAGE FOR THE PROJECT

HAUL ROUTES ALONG ALL VEHICLE SERVICE ROADS AND AT

ALL VEHICLE SERVICE ROAD (VSR) CROSSINGS. ALL HAUL

ROUTES SHALL BE SIGNED IN ACCORDANCE WITH STATE AND

CITY LAWS AND REGULATIONS. HAUL ROUTE SIGNS SHALL

APPROPRIATELY IDENTIFY THOSE ROUTES USED BY HEAVY

CONSTRUCTION TRAFFIC. ROAD SIGNS SHALL BE MADE OF

ALUMINUM AND SHALL BE MOUNTED ON SUITABLE SUPPORTS

(GALVANIZED STEEL OR ALUMINUM). ALL SIGNS SHALL BE

WEATHER PROOFED WITH A REFLECTORIZED AND SMOOTH

SURFACE. ALL SIGNS SHALL CONFORM TO THE

REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (MUTCD, 2009). SIGNS SHALL BE

ADEQUATELY MOUNTED TO ENSURE STABILITY WHILE IN USE.

5. TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE USED

ON EXISTING AIRCRAFT PAVEMENT TO REMAIN OR

PROPOSED AIRCRAFT PAVEMENT. ANY DAMAGE TO VEHICLE

SERVICE ROADS OR AIRCRAFT PAVEMENT SHALL BE

REPAIRED BY CONTRACTOR AT THEIR EXPENSE.

6. HAUL ROUTE CROSSES ACTIVE AIRCRAFT AREA. AIRCRAFT

HAVE THE RIGHT OF WAY AT ALL TIMES. FLAGGERS SHALL BE

USED AS NECESSARY WHERE HAUL ROUTE CROSSES ACTIVE

AIRCRAFT ROUTES. ACTIVE AIRCRAFT AREA USED FOR

HAULING SHALL BE KEPT CLEAN AND CLEAR OF FOD AND

OTHER DEBRIS AT ALL TIMES.

NOTES:

LEGEND:

C005

CONTRACT

LAYOUT PLAN

CONTRACTOR STAGING AREA

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

CITY OF EUGENE

5/

/2

:0 1:

P

M Au to de sk D oc s:

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A Se at in g_ A_

R

.rv t

ISSUED FOR BID

EJS

DJA

28801 DOUGLAS DRIVE

EUGENE, OREGON 97402

EUG GATE A6 RELOCATION

20245144006

06/30/2026

RET

Copyright © 2024. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

© 2026 RS&H, INC

303-409-9700

RS&H Oregon Architects - Engineers - Planners, P.C.

www.rsandh.com Oregon Registration No. 0871AF

4582 S. Ulster St., Suite 1100 Denver, CO 80237

NO. DESCRIPTION DATE

1 ISSUED FOR BID 06/30/2026

GATE GUARD

PROJECT WORK AREA

CONTRACTOR HAUL ROUTE

12/31/2027

CONCOURSE A PASSENGER

XXX

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XXX

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TERMINAL

CONCOURSE A

GATE A6

GATE A5

GATE A4

GATE C1

PHASE 1

C010

OVERALL PHASING

PLAN

SCALE: 1" = 10'-0"

0 10 2010

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

CITY OF EUGENE

5/

/2

:0 1:

P

M Au to de sk D oc s:

//2

_E U

G T er m

E xp

P h

C on c

A Se at in g R am p/

7_

EU

G

_P h

C on c

A Se at in g_ A_

R

.rv t

ISSUED FOR BID

EJS

DJA

28801 DOUGLAS DRIVE

EUGENE, OREGON 97402

EUG GATE A6 RELOCATION

20245144006

06/30/2026

RET

Copyright © 2024. This drawing is an instrument of service and…