1-Terminal Drive - Bid Documents - Plans.pdf

JANUARY 29, 2026

BID DOCUMENTS

www.rsandh.com

Salt Lake City, UT 84116 801-924-8555

5215 Wiley Post Way, Suite 510

MANAGEMENT DIVISION

SALT LAKE CITY

SALT LAKE CITY, UT. 84114-5550

DEPARTMENT OF AIRPORTS

P.O. BOX 145550

SHEET NO.

PROJECT

OF

NO.

SHEETSTELEPHONE (801) 575-2924 BILL WYATT

MAYOR OF SALT LAKE CITY

EXECUTIVE DIRECTOR OF AIRPORTS

ERIN MENDENHALL

DATE

ASSISTANT DIRECTOR, DESIGN AND

ROBERT S BAILEY, P.E.

BIDDESIGN & CONSTRUCTION

MANAGEMENT DIVISION

SALT LAKE CITY

SALT LAKE CITY, UT. 84114-5550

DEPARTMENT OF AIRPORTS

P.O. BOX 145550

SHEET NO.

PROJECT

OF

NO.

SHEETS

PROJECT NO.

TELEPHONE (801) 575-2924 BILL WYATT

MAYOR OF SALT LAKE CITY

EXECUTIVE DIRECTOR OF AIRPORTS

ERIN MENDENHALL

DATEROBERT S BAILEY, P.E.

SALT LAKE CITY

INTERNATIONAL AIRPORT

DESIGN & CONSTRUCTION

542602

542602

TERMINAL DRIVE RESURFACING

PROJECT MGMT.

DOCUMENTS

1/29/2026

DATE

ASSISTANT DIRECTOR, DESIGN AND

ROBERT S BAILEY, P.E. DATEROBERT S BAILEY, P.E.

PROJECT MGMT.

INDEX OF DRAWINGS

C002

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P M

M.R.C. DESIGN & CONSTRUCTION

MANAGEMENT DIVISION

SALT LAKE CITY

DEPARTMENT OF AIRPORTS

P.O. BOX 145550

SALT LAKE CITY, UT. 84114-5550

SALT LAKE CITY INTERNATIONAL AIRPORT SCALE:

DRAWING

PROJECT

SHEET

DESIGNED

DRAWN

DATE

CHECKED

APPROVED

DATE

DATE

DATE

JANUARY 29, 2026

1/29/26

TERMINAL DRIVE RESURFACING

542602

APVDATENo. REMARKS

REVISIONS

BY

www.rsandh.com

Salt Lake City, UT 84116 801-924-8555

5215 Wiley Post Way, Suite 510

BID

DOCUMENTS

A.J.M.

1/29/26

1/29/26

K.P.

K.P.

INDEX OF DRAWINGS

SHEET NUMBER DRAWING NUMBER SHEET DESCRIPTION

1 C001 COVER SHEET

2 C002 INDEX OF DRAWINGS

3 C003 CONTRACTOR LAYOUT PLAN

4 C004 SAFETY & SECURITY NOTES

5 C005 GENERAL NOTES & DETAILS

6 C010 OVERALL PHASING PLAN

7 C011 PHASE 1 OVERALL

8 C012 PHASE 1A - RETURN ROAD AND RAMP F

9 C013 PHASE 1B - RETURN ROAD AND RAMP F

10 C014 PHASE 2 OVERALL

11 C015 PHASE 2 - GT LOT ENTRANCE

12 C016 PHASE 3 OVERALL

13 C017 PHASE 3A - SBAR (SHEET 1 OF 3)

14 C018 PHASE 3A - SBAR (SHEET 2 OF 3)

15 C019 PHASE 3A - SBAR (SHEET 3 OF 3)

16 C020 PHASE 3B - SBAR

17 C021 PHASE 3C - SBAR AND RAMP D1

18 C022 PHASE 3D - SBAR (SHEET 1 OF 2)

19 C023 PHASE 3D - SBAR (SHEET 2 OF 2)

20 C024 PHASE 3E - SBAR

21 C025 PHASE 3F - SBAR AND WEST FLYOVER (SHEET 1 OF 2)

22 C026 PHASE 3F - SBAR AND WEST FLYOVER (SHEET 2 OF 2)

23 C027 PHASE 3G - SBAR (SHEET 1 OF 2)

24 C028 PHASE 3G - SBAR (SHEET 2 OF 2)

25 C029 PHASE 3H - SBAR

26 C030 PHASE 3I - SBAR AND RAMP D2

27 C031 PHASE 4 OVERALL

28 C032 PHASE 4A - RCAR

29 C033 PHASE 4B - RCAR

30 C101 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 1 OF 15)

31 C102 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 2 OF 15)

32 C103 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 3 OF 15)

33 C104 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 4 OF 15)

34 C105 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 5 OF 15)

35 C106 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 6 OF 15)

36 C107 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 7 OF 15)

37 C108 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 8 OF 15)

38 C109 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 9 OF 15)

39 C110 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 10 OF 15)

40 C111 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 11 OF 15)

41 C112 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 12 OF 15)

42 C113 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 13 OF 15)

43 C114 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 14 OF 15)

44 C115 EXISTING CONDITIONS AND DEMOLITION PLAN (SHEET 15 OF 15)

45 C150 DEMOLITION TYPICAL SECTIONS & DETAILS

46 C201 GEOMETRY AND PAVEMENT MARKING PLAN (SHEET 1 OF 15)

47 C202 GEOMETRY AND PAVEMENT MARKING PLAN (SHEET 2 OF 15)

48 C203 GEOMETRY AND PAVEMENT MARKING PLAN (SHEET 3 OF 15)

49 C204 GEOMETRY AND PAVEMENT MARKING PLAN (SHEET 4 OF 15)

50 C205 GEOMETRY AND PAVEMENT MARKING PLAN (SHEET 5 OF 15)

51 C206 GEOMETRY AND PAVEMENT MARKING PLAN (SHEET 6 OF 15)

52 C207 GEOMETRY AND PAVEMENT MARKING PLAN (SHEET 7 OF 15)

53 C208 GEOMETRY AND PAVEMENT MARKING PLAN (SHEET 8 OF 15)

54 C209 GEOMETRY AND PAVEMENT MARKING PLAN (SHEET 9 OF 15)

55 C210 GEOMETRY AND PAVEMENT MARKING PLAN (SHEET 10 OF 15)

56 C211 GEOMETRY AND PAVEMENT MARKING PLAN (SHEET 11 OF 15)

57 C212 GEOMETRY AND PAVEMENT MARKING PLAN (SHEET 12 OF 15)

58 C213 GEOMETRY AND PAVEMENT MARKING PLAN (SHEET 13 OF 15)

59 C214 GEOMETRY AND PAVEMENT MARKING PLAN (SHEET 14 OF 15)

60 C215 GEOMETRY AND PAVEMENT MARKING PLAN (SHEET 15 OF 15)

61 C250 PROPOSED TYPICAL SECTIONS & DETAILS

62 C255 PAVEMENT MARKING DETAILS

1/29/2026

MULTICORELINK:SLC-C002-C003-C003

MULTICORELINK:SLC-C002-C003-C003

RA

M

P D1

RAMP

D2

SB

AR

SR 14

SR 13

SR 12

SR 15

PROPOSED PROJECT LIMITS

TERMINAL DRIVE

SHORT TERM

PARKING

QTA

TERMINAL

ECONOMY

PARKING

ECONOMY

PARKING

ECONOMY

PARKING

EMPLOYEE

PARKING

MILLINGS STOCKPILE

NB

AR

SB

AR

RC

AR

RETURNROAD

G T

LO

T

CONTRACTOR STAGING AREA

* TRUCK WASH OUT AREA SHALL BE LINED WITH PLASIC, 4 MIL. MIN.

CONTRACTOR STAGING AREA

MILLING STOCKPILE AREA

LEGEND:

CONTRACTOR LAYOUT PLAN

C003

PROPOSED PROJECT LIMITS

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M.R.C. DESIGN & CONSTRUCTION

MANAGEMENT DIVISION

SALT LAKE CITY

DEPARTMENT OF AIRPORTS

P.O. BOX 145550

SALT LAKE CITY, UT. 84114-5550

SALT LAKE CITY INTERNATIONAL AIRPORT SCALE:

DRAWING

PROJECT

SHEET

DESIGNED

DRAWN

DATE

CHECKED

APPROVED

DATE

DATE

DATE

JANUARY 29, 2026

1/29/26

TERMINAL DRIVE RESURFACING

542602

APVDATENo. REMARKS

REVISIONS

BY

www.rsandh.com

Salt Lake City, UT 84116 801-924-8555

5215 Wiley Post Way, Suite 510

BID

DOCUMENTS

A.J.M.

1/29/26

1/29/26

K.P.

K.P.

N

0'250' 250' 500'

1" = 500' (11 X 17)NORTH

1" = 250' (22 X 34)

CONSTRUCTION ACCESS ROUTE

(SEE PHASING SHEETS FOR MORE DETAIL)

1/29/2026

SAFETY & SECURITY NOTES

C004

AIRPORT SAFETY AND SECURITY REQUIREMENTS

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, BY AIRPORT OPERATIONS, AND ACCORDING TO THE SLC SAFETY MANUAL (CONSTRUCTION SAFETY AND SECURITY COMPLIANCE FOR SALT LAKE CITY INTERNATIONAL AIRPORT [LATEST EDITION]).

THE CONTRACTOR SHALL DESIGNATE TO THE SLCDA ENGINEER AND AIRPORT OPERATIONS, IN WRITING, THE NAME OF THEIR "CONTRACTOR SECURITY AND SAFETY OFFICER (CSSO)." THE CSSO

SHALL REPRESENT THE CONTRACTOR ON THE SECURITY REQUIREMENTS FOR THE CONTRACT.

2. CONTRACTOR PERSONNEL SECURITY ORIENTATION: THE CSSO SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR PERSONNEL ON SECURITY REQUIREMENTS. ALL CONTRACTOR EMPLOYEES 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 NAME "SALT LAKE CITY INTERNATIONAL AIRPORT" SHALL NOT BE USED IN THE DELIVERY ADDRESS AT ANY TIME.

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 DELINEATED BY THE CONTRACTOR. UPON COMPLETION OF THE PROJECT THESE AREAS WILL BE RESTORED AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL ERECT AND MAINTAIN AROUND THE PERIMETER OF THESE AREAS, MARKING AND/OR WARNING DEVICES VISIBLE FOR DAY/NIGHT USE. TEMPORARY BARRICADES, FLAGGING AND FLASHING WARNING LIGHTS WILL BE REQUIRED AS SHOWN IN PHASING PLANS OR AS DIRECTED BY ENGINEER/OPERATIONS. TYPE OF MARKING AND WARNING

DEVICES SHALL BE APPROVED BY THE AIRPORT.

5. IDENTIFICATION--VEHICLES: THE CONTRACTOR, THROUGH THE CSSO, SHALL ESTABLISH AND MAINTAIN A LIST OF CONTRACTOR AND SUBCONTRACTOR VEHICLES AUTHORIZED TO OPERATE IN THE AOA, AND SHALL ISSUE A PERMIT TO EACH VEHICLE TO BE MADE AVAILABLE UPON DEMAND BY AIRPORT OPERATIONS, THE OWNERS REPRESENTATIVE, OR ANY OTHER AIRPORT REPRESENTATIVE.

MORE INFORMATION CAN BE FOUND AT https://www.slcairport.com/badging. CONTRACTOR EMPLOYEE VEHICLES SHALL BE RESTRICTED TO THE CONTRACTOR'S EMPLOYEE PARKING AREA AND ARE NOT ALLOWED ON THE AOA AT ANY TIME. ALL VEHICLES AND EQUIPMENT, EXCEPT THOSE UNDER ESCORT, MUST BE MARKED WITH THE COMPANY NAME OR LOGO ON BOTH SIDES IN NO LESS THAN 2-INCH HIGH LETTERS OF A CONTRASTING COLOR IN COMPLIANCE WITH THE AIRPORT. MARKINGS MAY BE PAINTED ON THE VEHICLE, OR MAGNETIC SIGNS MAY BE USED. HAND-DRAWN SIGNS ARE NOT ACCEPTABLE. CONSTRUCTION VEHICLES UNDER ESCORT ARE THE RESPONSIBILITY OF THE PROPERLY EQUIPPED LEAD VEHICLE AND ARE NOT REQUIRED TO HAVE A FLAG, BEACON OR

COMPANY MARKINGS.

6. FINES: PAYMENT OF ALL FINES ASSESSED TO SALT LAKE CITY DEPARTMENT OF AIRPORTS DUE TO VIOLATIONS BY THE CONTRACTOR OF FAA SECURITY OR SAFETY REQUIREMENTS SHALL BE THE

SOLE RESPONSIBILITY OF THE CONTRACTOR.

7. THE CSSO AND FLAGGERS SHALL ALL HAVE AT LEAST A CELL PHONE FOR THIS PROJECT COORDINATION. IF ADDITIONAL COMMUNICATION DEVICES ARE WARRANTED, THEY WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

SECURITY

1. THE CONTRACTOR SHALL ACQUAINT HIS 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 AND EMERGENCY GROUND VEHICLE REQUIREMENTS AND GUIDELINES ON SAFETY AS SPECIFIED IN THE CONTRACT DOCUMENTS AND ACCORDING TO SLC SAFETY MANUAL (CONSTRUCTION SAFETY AND SECURITY COMPLIANCE MANUAL-SALT LAKE CITY INTERNATIONAL AIRPORT [CURRENT EDITION]), FOUND ON THE AIRPORT WEBSITE UNDER THE BUSINESS SERVICES AND CONSTRUCTION TAB.

2. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS HAVE BEEN TAKEN AND THE PROCEDURE APPROVED BY THE

OWNERS REPRESENTATIVE AND/OR AIRPORT OPERATIONS.

3. NO STOCKPILED MATERIAL SHALL BE ALLOWED OUTSIDE OF THE STAGING AREA. CARE SHALL BE TAKEN BY THE CONTRACTOR TO PREVENT MOVEMENT OF SUPPLIES THAT COULD RESULT FROM AIRCRAFT JET BLAST OR WIND CONDITIONS IN EXCESS OF TEN MILES PER HOUR. MATERIAL IN STAGING AREAS MAY REQUIRE SILT FENCE OR OTHER APPROVED DEVICE LOCATED AROUND THE MATERIAL TO PREVENT FROM POLLUTING WATERCOURSES. CONSTRUCTION WASTE MATERIAL MUST BE HAULED OFF SITE BY THE CONTRACTOR AT THE END OF EACH DAY.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY KEEP AREAS CLEAN. DEBRIS, WASTE AND LOOSE MATERIAL CAPABLE OF CAUSING DAMAGE TO AIRCRAFT, SHALL NOT BE ALLOWED ON ACTIVE AIRCRAFT RAMPS & MOVEMENT AREAS. IF THESE MATERIALS ARE OBSERVED TO BE NEAR ACTIVE AIRCRAFT MOVEMENT AREAS, THEY WILL BE REMOVED IMMEDIATELY AND/OR CONTINUOUSLY DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE AT LEAST ONE VACUUM TRUCK DURING WORK WITHIN THE AOA TO CONTINUOUSLY VACUUM ALL PAVEMENTS AFFECTED BY CONSTRUCTION AND ASSOCIATED HAUL ROUTES. THE VACUUM TRUCK SHALL REMAIN ON-SITE FOR THE DURATION OF THE WORK WITHIN THE AOA AND SHALL BE AVAILABLE AT THE DISCRETION OF THE OWNER TO VACUUM PAVEMENT AREAS ADJACENT TO THE CONSTRUCTION AREAS TO ENSURE NO FOD IS PRESENT ON THE AIRFIELD. IF AREAS ARE NOT ABLE TO BE KEPT CLEAN TO THE ENGINEERS SATISFACTION, AN ADDITIONAL VACUUM TRUCK SHALL BE PROVIDED. THE COST OF THE VACUUM(S) TRUCK SHALL BE INCIDENTAL TO THE CONTRACT.

5. THE SLCDA ENGINEER WILL ARRANGE WITH AIRPORT OPERATIONS FOR INSPECTION PRIOR TO CONCLUSION OF WORK FOR THE DAY. CONTRACTOR SHALL REMAIN ON SITE UNTIL INSPECTION IS

COMPLETE AND SITE IS APPROVED.

6. THE CONTRACTOR IS DIRECTED TO COMPLY WITH AND ACQUAINT HIS/HER EMPLOYEES WITH THE FOLLOWING SAFETY GUIDELINES, RELATED MATERIALS:

CONSTRUCTION SAFETY AND SECURITY MANUAL FOR SALT LAKE CITY INTERNATIONAL AIRPORT (CURRENT EDITION)

7. CONSTRUCTION DURING THE PROJECT MAY BE HALTED AT ANY TIME BY THE SLCDA ENGINEER, AND/OR AIRPORT OPERATIONS IF IT IS DETERMINED TO BE IN THE BEST INTEREST OF AIRPORT OPERATIONS OR SAFETY. THE CONTRACTOR MAY BE DIRECTED TO REMOVE EQUIPMENT AND/OR EVACUATE THE SITE IN ORDER TO ENABLE OPERATIONS. NECESSARY EXTENSIONS IN CONTRACT TIME WILL 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. IF CONSTRUCTION IS HALTED DUE TO SAFETY OR FOD CONCERNS THERE WILL BE NO ADJUSTMENT IN CONTRACT TIME OR COST OF DELAY.

8. THE CONTRACTOR SHALL PREPARE SAFETY PLANS SPECIFIC TO DAYTIME AND NIGHTTIME CONSTRUCTION OPERATIONS, AS WELL AS A CONTINGENCY PLAN TO ADDRESS CASES OF ABNORMAL FAILURES OR UNEXPECTED DISASTERS. THE CONTRACTOR SHALL ALSO PREPARE A DESTRUCTIVE WEATHER PLAN TO SET FORTH GENERAL GUIDANCE AND INFORMATION FOR THE CONTRACTOR TO

COORDINATE PREPAREDNESS PLANS WHEN DESTRUCTIVE WEATHER THREATENS THE AIRPORT.

9. HAUL ROUTES ARE SHOWN ON DRAWING G002. OTHER MEANS TO CLEARLY MARK THE ROUTES TO THE WORK SITE MAY BE APPROVED BY THE SLCDA ENGINEER, AND/OR AIRPORT OPERATIONS.

10. ALL COMMUNICATION WITH AIRPORT OPERATIONS OR OTHER ELEMENTS OF THE AIRPORT SHALL BE THROUGH THE SLCDA ENGINEER.

11. THE CONTRACTOR SHALL INSTALL ALL APPROVED REQUIRED BARRICADES AT DESIGNATED PLAN LOCATIONS AND HAVE FLAG PERSONS IN PLACE. PER THE CONTRACTORS TRAFFIC CONTROL PLAN.

THE CONTRACTOR SHALL INSPECT EVERY ASPECT OF THE SAFETY AND SECURITY ITEMS ON A CONTINUOUS BASIS AND ENSURE ALL COMPONENTS ARE FUNCTIONING PROPERLY. THE SLCDA ENGINEER AND/OR AIRPORT OPERATIONS SHALL ALSO RANDOMLY INSPECT THE SYSTEM AND IF ANY DEFICIENCIES ARE NOTED, THE CONTRACTOR WILL BE SHUT DOWN, WITH NO COST OR TIME

DELAY ALLOWANCES, UNTIL DEFICIENCIES ARE RECTIFIED.

SAFETY

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M.R.C. DESIGN & CONSTRUCTION

MANAGEMENT DIVISION

SALT LAKE CITY

DEPARTMENT OF AIRPORTS

P.O. BOX 145550

SALT LAKE CITY, UT. 84114-5550

SALT LAKE CITY INTERNATIONAL AIRPORT SCALE:

DRAWING

PROJECT

SHEET

DESIGNED

DRAWN

DATE

CHECKED

APPROVED

DATE

DATE

DATE

JANUARY 29, 2026

1/29/26

TERMINAL DRIVE RESURFACING

542602

APVDATENo. REMARKS

REVISIONS

BY

www.rsandh.com

Salt Lake City, UT 84116 801-924-8555

5215 Wiley Post Way, Suite 510

BID

DOCUMENTS

A.J.M.

1/29/26

1/29/26

K.P.

K.P.

GENERAL NOTES & DETAILS

C005

GENERAL CONTRACT NOTES

HIGH INTENSITY SHEETING

WITH ORANGE AND WHITE REFLECTIVE

12"X24" VERTICAL PANEL ON BOTH SIDES

RUBBER BASE (43 Lbs. MIN.)

ADD ADDITION RUBBER BASE AS REQUIRED

VERTICAL PANEL BARRICADE (VP)

NTS

NOTE:

ANY DIRTY OR DAMAGED BARRICADES, AS DETERMINED BY THE

AIRPORT ENGINEER OR OPERATIONS PERSONNEL, WILL BE CLEANED

OR REPLACED IMMEDIATELY AT CONTRACTORS EXPENSE.

AVIATION ORANGE

AVIATION WHITE

NOTE:

SAFETY FLAG SHALL BE

PROMINENTLY DISPLAYED ABOVE

ROOFLINE ON ALL CONSTRUCTION

EQUIPMENT.

N.T.S.

CONSTRUCTION SAFETY FLAG

3' MIN.

3'

MIN.

WARNING LIGHTS TO BE RED AND

SOLAR POWERED BATTERY OPERATED

STANDARD TYPE "A" FLASHER (TYP.)

NOTE: USE ROADTECH 33000 SERIES

BARRICADE OR APPROVED EQUAL TYPE 3

BARRICADE TO BE SPACED AT 10.0' O.C.

(AIRSIDE ONLY)

1. HAUL ROUTES: LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE AS SPECIFIED ON THE PLANS OR AS APPROVED BY THE SLCDA ENGINEER AND AIRPORT OPERATIONS. HAUL ROUTES ARE TO BE CLEANED CONTINUOUSLY DURING CONSTRUCTION HOURS, WHEN HAULING, BY VACUUM SWEEPER TRUCK. 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 ORIGINALLY CONSTRUCTED CONDITION UPON COMPLETION OF THE PROJECT. THE BEFORE AND AFTER CONDITION OF ON-SITE HAUL ROUTES SHALL BE JOINTLY INSPECTED AND DETERMINED BY THE CONTRACTOR AND AIRPORT REPRESENTATIVES. FENCING, DRAINAGE, GRADING, DRAINAGE PIPE 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 AIRPORT OPERATIONS AND ENGINEERING PRIOR TO THE WORK. PHOTOGRAPHS AND A VIDEO OF THE HAUL ROUTES SPECIFIED BY THE PLANS MUST BE PROVIDED BY THE CONTRACTOR BEFORE AND AFTER CONSTRUCTION TO AIRPORT OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO HAUL ROUTES RESULTING FROM CONSTRUCTION TRAFFIC. ANY SERVICE, ACCESS OR ROADWAY CROSSED BY CONSTRUCTION TRAFFIC SHALL BE PROTECTED AGAINST DAMAGE AND ALL DAMAGE OCCURRING WILL BE REPAIRED WITH NEW MATERIAL AT THE CONTRACTOR'S EXPENSE WITH NO ADDITIONAL COMPENSATION. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF THE ASPHALT PAVEMENT LOCATIONS WHERE THE CONTRACTOR MUST CROSS TO GET TO THE CONSTRUCTION SITE. ANY EXISTING AIRFIELD CONCRETE PAVEMENTS DAMAGED BY CROSSING CONSTRUCTION EQUIPMENT SHALL BE REMOVED AND REPLACED TO AT LEAST 10 FEET ON EACH SIDE OF THE MOST EXTREME OUTER TIRE MARKS TO ENSURE THAT ALL DAMAGED CONCRETE OR ASPHALT PAVEMENTS TRAVERSED BY THE CONSTRUCTION EQUIPMENT IS REMOVED AND REPLACED. THE REMOVAL AND REPLACEMENT OF EXISTING CONCRETE OR ASPHALT PAVEMENT SHALL BE AT NO ADDITIONAL COST TO THE OWNER.

2. WASTE DISPOSAL AND BORROW AREAS: CONCRETE RUBBLE AND UNSUITABLE EXCAVATION WASTE MATERIAL REMOVED FROM THE CONSTRUCTION AREA SHALL BE DISPOSED OF LEGALLY OFF THE AIRPORT PROPERTY.

UNCLASSIFIED EXCAVATION SUITABLE FOR EMBANKMENT CONSTRUCTION SHALL BE APPROVED BY SLCDA ENGINEER FOR PLACEMENT IN SPOIL AREA. ALL SUITABLE SOILS FOR EMBANKMENT CONSTRUCTION THAT ARE EXCAVATED UNDER THIS PROJECT SHALL BE TRANSPORTED, STOCKPILED AND PROTECTED FROM EROSION AND SILTATION IN AN AREA SHOWN ON THE PLANS. ALL SUCH MATERIALS SHALL REMAIN THE PROPERTY OF SLCDA. NO MATERIAL SHALL BE WASTED ON THE AIRPORT SITE UNLESS APPROVED BY THE SLCDA ENGINEER. WASTE AND DISPOSAL AREAS SHALL BE SEEDED AND RESTORED IN A SMOOTH GRADED AND DRAINABLE

CONDITION.

3. CONTRACTOR UTILITIES: STAGING AREAS DO NOT HAVE UTILITIES. ANY UTILITIES REQUIRED BY THE CONTRACTOR SHALL BE COORDINATED WITH THE UTILITY COMPANIES AND SHALL BE THE SOLE RESPONSIBILITY OF

THE CONTRACTOR.

4. PROTECTION AND REPAIR OF DAMAGE TO EXISTING CABLES: ALL UNDERGROUND CABLES SHALL BE PROTECTED AND DAMAGES REPAIRED EXPEDITIOUSLY AT THE CONTRACTOR'S EXPENSE AT NO ADDITIONAL COST TO

THE OWNER.

5. UTILITIES: IT WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND PROTECT ANY PUBLIC UTILITIES, INCLUDING FIBER OPTIC OR OTHER CABLES, THAT ARE IN OR ADJACENT TO THE WORK AREA. THE UTILITIES WILL BE FLAGGED ONE TIME BY THE VARIOUS UTILITY COMPANIES. THESE FLAGS SHALL BE PROTECTED AND MAINTAINED BY THE CONTRACTOR AT ALL TIMES. IF FLAGS ARE LOST OR REMOVED BY THE CONTRACTOR, THEY WILL BE FLAGGED AGAIN AT THE CONTRACTOR'S EXPENSE. ALL UTILITIES SHALL BE PROTECTED AND DAMAGES REPAIRED EXPEDITIOUSLY AT THE CONTRACTOR'S EXPENSE AT NO ADDITIONAL COST

TO THE OWNER.

6. CONSTRUCTION LIMITS AND FLAG PERSON: ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE DESIGNATED CONSTRUCTION LIMITS OR HAUL ROUTES. ALL FLAG PERSONS WILL BE UDOT CERTIFIED, AND CONDUCT FLAGGING OPERATIONS TO UDOT STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE CERTIFIED FLAGGERS.

ALL FLAGGERS CONTROLLING TRAFFIC ARE REQUIRED TO HAVE A FULLY OPERATIONAL CELLULAR TELEPHONE TO CONTACT THE AIRPORT DUTY MANAGER (OPS 60) 801-575-2460 TO REPORT ANY PROBLEMS THAT MAY

AFFECT OPERATIONS.

7. PERMITS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL APPLICABLE PERMITS FOR CONSTRUCTION AND EQUIPMENT.

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

9. EMPLOYEE PARKING: ALL EMPLOYEE AND VISITOR PARKING SHALL BE IN A LOCATION DESIGNATED ON THE PLANS OR AS APPROVED BY AIRPORT OPERATIONS.

10. TEMPORARY DRAINAGE: THE CONTRACTOR SHALL PROVIDE AND INSTALL ANY DRAINAGE PIPE NECESSARY TO ENSURE THAT THE HAUL ROUTE CONSTRUCTION SHALL NOT CREATE ANY PONDING WATER OR RESTRICT THE EXISTING DRAINAGE FLOW PATTERN. AT END OF PROJECT CONTRACTOR SHALL RESTORE ALL GRADES, PER DESIGN PLANS, AND REMOVE ALL TEMPORARY DRAINAGE PIPES AND FACILITIES AT NO ADDITIONAL COST

TO OWNER.

11. 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 P-147 MOBILIZATION AND DEMOBILIZATION.

12. WORKING HOURS: UNLESS OTHERWISE AUTHORIZED BY THE SALT LAKE CITY DEPARTMENT OF AIRPORTS, WORKING HOURS SHALL BE FROM 0600 TO 2200 HOURS (16 HOURS) PER DAY. NIGHT WORK (2200 TO 0600 HOURS)

SHALL ALSO BE PERMITTED WITH 48 HOURS ADVANCED NOTICE TO SLCDA.

13. BARRICADES: PLACEMENT & REMOVAL OF APPROVED BARRICADES, AS REQUIRED FOR PHASING, IS INCIDENTIAL TO THE WORK ITEM P-148.

D ra w in g:

C

:\U se rs \m itc he la \D

C \A

C C

D oc s\ R

S& H

\1

_S

LC

T er m in al D riv e\

Pr oj ec t F ile s\

C

AD

\C \S

LC

-C

5.

dw g

Pl ot te d on : 1

/2 8/

:5

PM

M.R.C. DESIGN & CONSTRUCTION

MANAGEMENT DIVISION

SALT LAKE CITY

DEPARTMENT OF AIRPORTS

P.O. BOX 145550

SALT LAKE CITY, UT. 84114-5550

SALT LAKE CITY INTERNATIONAL AIRPORT SCALE:

DRAWING

PROJECT

SHEET

DESIGNED

DRAWN

DATE

CHECKED

APPROVED

DATE

DATE

DATE

JANUARY 29, 2026

1/29/26

TERMINAL DRIVE RESURFACING

542602

APVDATENo. REMARKS

REVISIONS

BY

www.rsandh.com

Salt Lake City, UT 84116 801-924-8555

5215 Wiley Post Way, Suite 510

BID

DOCUMENTS

A.J.M.

1/29/26

1/29/26

K.P.

K.P.

NOTES:

1. CONTRACTOR SHALL STAKE LOCATION OF FLAGGING WITH ENGINEER PRIOR TO PLACEMENT.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE DAILY CARE AND

MAINTENANCE OF ALL BARRICADES AND FLAGS.

3. FLAGS SHALL BE MAINTAINED IN GOOD CONDITION AT ALL TIMES. WORN OR TATTERED FLAGS

SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.

50'-0"

MAX

CANDLE

STICK

TYPE

BARRICADE

3'-6"

FLUORESCENT ORANGE

2 RUBBER BASES (44 LBS.)

WHITE REFLECTIVE

AREA 360°

CANDLE STICK TYPE BARRICADE (CS)

NTS

TRAFFIC CONTROL NOTE

1. PHASING PLANS SHOW INTENDED TRAFFIC FLOW. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS SIGNED AND STAMPED BY A LICENSED UTAH PROFESSIONAL ENGINEER, THAT DETAIL TRAFFIC CONTROL LAYOUT, INCLUDING WORK AREA DIMENSIONS, FOR EACH SUB PHASE OF WORK AND LOCATION. PLANS SHALL BE SUBMITTED A MINIMUM OF 10 DAYS PRIOR TO INTENDED PHASE CHANGE FOR REVIEW BY SLCDA. THIS COST SHALL BE INCIDENTAL TO ITEM P-148 CONSTRUCTION SIGNS, BARRICADES, WARNING LIGHTS, GATE GUARDS, AND FLAGGING OPERATIONS.

2. SIGNED AND SEALED TRAFFIC CONTROL DRAWINGS SHALL BE IN COMPLIANCE WITH UDOT AND MUTCD STANDARDS.

3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS, INCLUDING BUT NOT LIMITED TO UDOT ENCROACHMENT PERMITS FOR DEVICES INSTALLED

OUTSIDE OF THE AIRPORT RIGHT OF WAY.

36" MIN.

NOTES:

1. USE DRUMS OR DIRECTIONAL BARRICADES AS LANE CLOSURE TAPER DEVICES.

2. PROVIDE RETROREFLECTORIZATION OF CONES THAT ARE MORE THAN 36 INCHES HIGH BY

USING HORIZONTAL, CIRCUMFERENTIAL, ALTERNATING ORANGE AND WHITE

RETROREFLECTIVES STRIPES THAT ARE 4 TO 6 INCHES WIDE. USE A MINIMUM OF TWO ORANGE

AND TWO WHITE STRIPES FOR EACH CONE, WITH THE TOP STRIPE BEING ORANGE. DO NOT

EXCEED 3 INCHES WIDE FOR ANY NON-RETROREFLECTIVE SPACES BETWEEN THE ORANGE AND

WHITE STRIPES.

DRUM TYPE BARRICADE

NTS

18" MIN.

36" MIN.

18" MIN.

4" MIN.

6" MAX.

4" MIN.

6" MAX.

ONE-PIECE RECTANGULAR

WITH RETROREFLECTIVE BANDS

TWO-PIECE ROUND

WITH RETROREFLECTIVE BANDS

SR 14

SR 13

SR 12

SR 15

CONTRACTOR STAGING AREA

PHASE 1

PHASE 2

PHASE 4

PHASE 3PHASE 3

R

AM

P D

RAMP

D2

TERMINAL DRIVE

SHORT TERM PARKING

QTA

TERMINAL

ECONOMY PARKING

ECONOMY PARKING

ECONOMY PARKING

EMPLOYEE PARKING

N

BA

R

SB

AR

R C

AR

RETURN ROAD

G T

LO

T

PHASE 4

OVERALL PHASING

PLAN

C010

LEGEND:

PHASE 1 - 7 DAYS

PHASE 2 - 4 DAYS

PHASE 4 - 14 DAYS

PHASE 3 - 45 DAYS

NOTES:

1. ACCESS TO CROSS STREETS AND DRIVEWAYS SHALL BE

MAINTAINED AT ALL TIMES.

2. CONTRACTOR TO SUBMIT A TRAFFIC CONTROL PLAN TO BE

ACCEPTED BY THE ENGINEER PRIOR TO CONSTRUCTION, COST

INCIDENTAL TO ITEM P-148.

3. CONTRACTOR TO SUBMIT A PAVING PLAN FOR APPROVAL WITH

A MINIMUM OF 14 DAYS PRIOR TO COMMENCING WORK.

4. CONTRACTOR SHALL STAY WITHIN THE AREA OF THE LIMITS OF

WORK.

5. ALL ACCESS ROADS TO STORAGE AREAS AND/OR WORK AREAS

ARE TO BE DEVELOPED AND MAINTAINED BY THE CONTRACTOR.

THESE ROADS ARE TO BE RETURNED TO THEIR ORIGINAL OR

BETTER CONDITION BY THE CONTRACTOR UPON COMPLETION

OF THE PROJECT AT THE CONTRACTORS EXPENSE.

6. CONTRACTOR TO INSTALL PERMANENT PAVEMENT MARKINGS 2

WEEKS AFTER COMPLETION OF ASPHALT PAVING.

7. CONTRACTOR SHALL USE A VACUUM TRUCK TO MANAGE

DEBRIS.

8. CONTRACTOR TO PROVIDE FLAGGER WHERE SHOWN FOR 24

HOURS A DAY.

9. MICROSURFACING TREATMENTS SHALL HAVE 48 HOURS OF

CURE TIME. CURE TIME IS INCLUDED IN PHASE DURATION.

NORTH

500' 1000'250'0'

SCALE 1"=500' (11x17) SCALE 1"=250' (22x34)

D ra w in g:

C

:\U se rs \c le m en sm

\D C

\A C

C D oc s\

R S&

H \1

_S

LC

T er m in al

D riv e\ Pr oj ec t F ile s\ C

AD

\C

\S

LC

-C

0.

dw g Pl ot te d on

: 1 /2

8/

:4

PM

M.R.C. DESIGN & CONSTRUCTION

MANAGEMENT DIVISION

SALT LAKE CITY

DEPARTMENT OF AIRPORTS

P.O. BOX 145550

SALT LAKE CITY, UT. 84114-5550

SALT LAKE CITY INTERNATIONAL AIRPORT SCALE:

DRAWING

PROJECT

SHEET

DESIGNED

DRAWN

DATE

CHECKED

APPROVED

DATE

DATE

DATE

JANUARY 29, 2026

1/29/26

TERMINAL DRIVE RESURFACING

542602

APVDATENo. REMARKS

REVISIONS

BY

www.rsandh.com

Salt Lake City, UT 84116 801-924-8555

5215 Wiley Post Way, Suite 510

BID

DOCUMENTS

A.J.M.

1/29/26

1/29/26

K.P.

CONTRACTOR STAGING AREA

ONE LANE OF TRAFFIC

TO BE MAINTAINED

DURING RETURN ROAD

CONSTRUCTION ACTIVITIES

PHASE 1A

PHASE 1B

RAMP F DETOUR AND SIGNAGE

TO BE APPROVED AS A PART OF

CONTRACTORS SUBMITTED

TRAFFIC CONTROL PLAN (SEE NOTE 2)

2" MILL

CONTRACTOR TO PROVIDE FLAGGER

DUE TO SINGLE LANE TRAFFIC

DURING PHASE 1 OF CONSTRUCTION

CONTRACTOR TO PROVIDE FLAGGER

DUE TO SINGLE LANE TRAFFIC

DURING PHASE 1 OF CONSTRUCTION

EC

O

N O

M

Y LO

T BU

SES TO

U

SE R

AM

P D

1 AS D

ETO

U R

D U

R

IN

G

PH

ASE 3F W

EST

FLYO

VER

C O

N

STR

U C

TIO

N

PHASE 1 OVERALL

C011

LEGEND:

NOTES:

1. ACCESS TO CROSS STREETS AND DRIVEWAYS SHALL BE

MAINTAINED AT ALL TIMES.

2. CONTRACTOR TO SUBMIT A TRAFFIC CONTROL PLAN TO BE

ACCEPTED BY THE ENGINEER PRIOR TO CONSTRUCTION, COST

INCIDENTAL TO ITEM P-148.

3. CONTRACTOR TO SUBMIT A PAVING PLAN FOR APPROVAL WITH

A MINIMUM OF 14 DAYS PRIOR TO COMMENCING WORK.

4. CONTRACTOR SHALL STAY WITHIN THE AREA OF THE LIMITS OF

WORK.

5. ALL ACCESS ROADS TO STORAGE AREAS AND/OR WORK AREAS

ARE TO BE DEVELOPED AND MAINTAINED BY THE CONTRACTOR.

THESE ROADS ARE TO BE RETURNED TO THEIR ORIGINAL OR

BETTER CONDITION BY THE CONTRACTOR UPON COMPLETION

OF THE PROJECT AT THE CONTRACTORS EXPENSE.

6. CONTRACTOR TO INSTALL PERMANENT PAVEMENT MARKINGS 2

WEEKS AFTER COMPLETION OF ASPHALT PAVING.

7. CONTRACTOR SHALL USE A VACUUM TRUCK TO MANAGE

DEBRIS.

8. CONTRACTOR TO PROVIDE FLAGGER WHERE SHOWN FOR 24

HOURS A DAY.

9. RAMP F CONSTRUCTION MUST BE COMPLETED BETWEEN

1 A.M. - 6 A.M. TO MINIMIZE IMPACT TO AIRPORT OPERATIONS

10. DURING CONSTRUCTION OF PHASE 1B, THE CONTRACTOR SHALL

PROVIDE AND MAINTAIN A TEMPORARY DETOUR TO REROUTE

TRAFFIC TO TERMINAL DRIVE.

11. SLCDA ON-CALL GEOTECHNICAL CONSULTANT TO TAKE CORES

AND PROVIDE CORE INFORMATION AT BEGINNING OF EACH

PHASE TO CONFIRM MILLING DEPTHS.

NORTH

200' 400'100'0'

SCALE 1"=200' (11x17) SCALE 1"=100' (22x34)

D ra w in g:

C

:\U se rs \c le m en sm

\D C

\A C

C D oc s\

R S&

H \1

_S

LC

T er m in al

D riv e\ Pr oj ec t F ile s\ C

AD

\C

\S

LC

-C

0.

dw g Pl ot te d on

: 1 /2

8/

:3

PM

M.R.C. DESIGN & CONSTRUCTION

MANAGEMENT DIVISION

SALT LAKE CITY

DEPARTMENT OF AIRPORTS

P.O. BOX 145550

SALT LAKE CITY, UT. 84114-5550

SALT LAKE CITY INTERNATIONAL AIRPORT SCALE:

DRAWING

PROJECT

SHEET

DESIGNED

DRAWN

DATE

CHECKED

APPROVED

DATE

DATE

DATE

JANUARY 29, 2026

1/29/26

TERMINAL DRIVE RESURFACING

542602

APVDATENo. REMARKS

REVISIONS

BY

www.rsandh.com

Salt Lake City, UT 84116 801-924-8555

5215 Wiley Post Way, Suite 510

BID

DOCUMENTS

A.J.M.

1/29/26

1/29/26

K.P.

FLAGGER

CONTRACTOR STAGING AREA

TEMPORARY RAMP F ALTERNATE ROUTE - AIRPORT EXIT

TEMPORARY RAMP F ALTERNATE ROUTE - RETURN TO TERMINAL

PHASE 1A - 2 DAYS

R

AM

P D

RAMP

D2

TERMINAL DRIVE

ECONOMY

PARKING

ECONOMY

PARKING

ECONOMY

PARKING

EMPLOYEE

PARKING

SBAR

R C

AR

RETURN ROAD

PHASE 1B - 3 DAYS

DRUM BARRICADE

RAMP F

2" MILL LIMIT

TRAFFIC FLOW ARROW

STOP STOP

STOP

STOP

PHASE 1A

ONE LANE OF TRAFFIC

TO BE MAINTAINED

DURING RETURN ROAD

CONSTRUCTION ACTIVITIES

JOCKEY ROAD

ECONOMY LOT

TERMINAL DRIVE

R C

AR

-N

R C

AR

-S

RETURN ROAD

TE

RMIN

AL D

RIV

E

TER

M

IN

AL D

R

IVE

RAMP F

RAMP F

RETURN ROAD

RETURN ROAD

TERMINAL DRIVE

1-12' LANE

SR 14

SR 13

SR 12

SR 15

PHASE 1A -

RETURN ROAD

AND RAMP F

C012

LEGEND:

NOTES:

1. ACCESS TO CROSS STREETS AND DRIVEWAYS SHALL BE

MAINTAINED AT ALL TIMES.

2. CONTRACTOR TO SUBMIT A TRAFFIC CONTROL PLAN TO BE

ACCEPTED BY THE ENGINEER PRIOR TO CONSTRUCTION, COST

INCIDENTAL TO ITEM P-148.

3. CONTRACTOR TO SUBMIT A PAVING PLAN FOR APPROVAL WITH

A MINIMUM OF 14 DAYS PRIOR TO COMMENCING WORK.

4. CONTRACTOR SHALL STAY WITHIN THE AREA OF THE LIMITS OF

WORK.

5. ALL ACCESS ROADS TO STORAGE AREAS AND/OR WORK AREAS

ARE TO BE DEVELOPED AND MAINTAINED BY THE CONTRACTOR.

THESE ROADS ARE TO BE RETURNED TO THEIR ORIGINAL OR

BETTER CONDITION BY THE CONTRACTOR UPON COMPLETION

OF THE PROJECT AT THE CONTRACTORS EXPENSE.

6. CONTRACTOR TO INSTALL PERMANENT PAVEMENT MARKINGS 2

WEEKS AFTER COMPLETION OF ASPHALT PAVING.

7. CONTRACTOR SHALL USE A VACUUM TRUCK TO MANAGE

DEBRIS.

8. CONTRACTOR TO PROVIDE FLAGGER WHERE SHOWN FOR 24

HOURS A DAY.

9. RAMP F CONSTRUCTION MUST BE COMPLETED BETWEEN

1 A.M. - 6 A.M. TO MINIMIZE IMPACT TO AIRPORT OPERATIONS

10. SLCDA ON-CALL GEOTECHNICAL CONSULTANT TO TAKE CORES

AND PROVIDE CORE INFORMATION AT BEGINNING OF EACH

PHASE TO CONFIRM MILLING DEPTHS.

NORTHKEY MAP

NORTH

D ra w in g:

C

:\U se rs \c le m en sm

\D C

\A C

C D oc s\

R S&

H \1

_S

LC

T er m in al

D riv e\ Pr oj ec t F ile s\ C

AD

\C

\S

LC

-C

0.

dw g Pl ot te d on

: 1 /2

8/

:3

PM

M.R.C. DESIGN & CONSTRUCTION

MANAGEMENT DIVISION

SALT LAKE CITY

DEPARTMENT OF AIRPORTS

P.O. BOX 145550

SALT LAKE CITY, UT. 84114-5550

SALT LAKE CITY INTERNATIONAL AIRPORT SCALE:

DRAWING

PROJECT

SHEET

DESIGNED

DRAWN

DATE

CHECKED

APPROVED

DATE

DATE

DATE

JANUARY 29, 2026

1/29/26

TERMINAL DRIVE RESURFACING

542602

APVDATENo. REMARKS

REVISIONS

BY

www.rsandh.com

Salt Lake City, UT 84116 801-924-8555

5215 Wiley Post Way, Suite 510

BID

DOCUMENTS

A.J.M.

1/29/26

1/29/26

K.P.

60' 120'30'0

SCALE 1"=120' (11x17) SCALE 1"=60' (22x34)

BLUE BUS ROUTE

RED BUS ROUTE

TEMPORARY BLUE ROUTE

TEMPORARY RED ROUTE

FLAGGER

CONTRACTOR STAGING AREA

PHASE 1A - 2 DAYS

DRUM BARRICADE

2" MILL LIMIT

TRAFFIC FLOW ARROW

COMPLETED PHASE

TEMPORARY 4" WHITE BREAK STRIPING

TEMPORARY 4" WHITE SOLID STRIPING

STOP

PHASE 1B

ONE LANE OF TRAFFIC

TO BE MAINTAINED

DURING RETURN ROAD

CONSTRUCTION ACTIVITIES

JOCKEY ROAD

ECONOMY LOT

TERMINAL DRIVE

R C

AR

-N

R C

AR

-S

RETURN ROAD

TE

RMIN

AL D

RIV

E

TER

M

IN

AL D

R

IVE

RAMP F

RAMP F

RETURN ROAD

RETURN ROAD

TERMINAL DRIVE

RAMP F DETOUR AND SIGNAGE

TO BE APPROVED AS A PART OF

CONTRACTORS SUBMITTED

TRAFFIC CONTROL PLAN (SEE NOTE 2)

2" MILL

CONTRACTOR TO PROVIDE

FLAGGER DUE TO SINGLE LANE

TRAFFIC DURING PHASE 1B

CONTRACTOR TO PROVIDE

FLAGGER DUE TO SINGLE LANE

TRAFFIC DURING PHASE 1B

1-12' LANE

SR 14

SR 13

SR 12

SR 15

PHASE 1B -

RETURN ROAD

AND RAMP F

C013

NORTHKEY MAP

NORTH

D ra w in g:

C

:\U se rs \c le m en sm

\D C

\A C

C D oc s\

R S&

H \1

_S

LC

T er m in al

D riv e\ Pr oj ec t F ile s\ C

AD

\C

\S

LC

-C

0.

dw g Pl ot te d on

: 1 /2

8/

:3

PM

M.R.C. DESIGN & CONSTRUCTION

MANAGEMENT DIVISION

SALT LAKE CITY

DEPARTMENT OF AIRPORTS

P.O. BOX 145550

SALT LAKE CITY, UT. 84114-5550

SALT LAKE CITY INTERNATIONAL AIRPORT SCALE:

DRAWING

PROJECT

SHEET

DESIGNED

DRAWN

DATE

CHECKED

APPROVED

DATE

DATE

DATE

JANUARY 29, 2026

1/29/26

TERMINAL DRIVE RESURFACING

542602

APVDATENo. REMARKS

REVISIONS

BY

www.rsandh.com

Salt Lake City, UT 84116 801-924-8555

5215 Wiley Post Way, Suite 510

BID

DOCUMENTS

A.J.M.

1/29/26

1/29/26

K.P.

LEGEND:

NOTES:

1. ACCESS TO CROSS STREETS AND DRIVEWAYS SHALL BE

MAINTAINED AT ALL TIMES.

2. CONTRACTOR TO SUBMIT A TRAFFIC CONTROL PLAN TO BE

ACCEPTED BY THE ENGINEER PRIOR TO CONSTRUCTION, COST

INCIDENTAL TO ITEM P-148.

3. CONTRACTOR TO SUBMIT A PAVING PLAN FOR APPROVAL WITH

A MINIMUM OF 14 DAYS PRIOR TO COMMENCING WORK.

4. CONTRACTOR SHALL STAY WITHIN THE AREA OF THE LIMITS OF

WORK.

5. ALL ACCESS ROADS TO STORAGE AREAS AND/OR WORK AREAS

ARE TO BE DEVELOPED AND MAINTAINED BY THE CONTRACTOR.

THESE ROADS ARE TO BE RETURNED TO THEIR ORIGINAL OR

BETTER CONDITION BY THE CONTRACTOR UPON COMPLETION

OF THE PROJECT AT THE CONTRACTORS EXPENSE.

6. CONTRACTOR TO INSTALL PERMANENT PAVEMENT MARKINGS 2

WEEKS AFTER COMPLETION OF ASPHALT PAVING.

7. CONTRACTOR SHALL USE A VACUUM TRUCK TO MANAGE

DEBRIS.

8. CONTRACTOR TO PROVIDE FLAGGER WHERE SHOWN FOR 24

HOURS A DAY.

9. RAMP F CONSTRUCTION MUST BE COMPLETED BETWEEN

1 A.M. - 6 A.M. TO MINIMIZE IMPACT TO AIRPORT OPERATIONS

10. DURING CONSTRUCTION OF PHASE 1B, THE CONTRACTOR SHALL

PROVIDE AND MAINTAIN A TEMPORARY DETOUR TO REROUTE

TRAFFIC TO TERMINAL DRIVE.

11. SLCDA ON-CALL GEOTECHNICAL CONSULTANT TO TAKE CORES

AND PROVIDE CORE INFORMATION AT BEGINNING OF EACH

PHASE TO CONFIRM MILLING DEPTHS.

60' 120'30'0

SCALE 1"=120' (11x17) SCALE 1"=60' (22x34)

PHASE 1B - x DAYS

BLUE BUS ROUTE

RED BUS ROUTE

TEMPORARY BLUE ROUTE

TEMPORARY RED ROUTE

FLAGGER

CONTRACTOR STAGING AREA

DRUM BARRICADE

2" MILL LIMIT

TRAFFIC FLOW ARROW

COMPLETED PHASE

TEMPORARY 4" WHITE BREAK STRIPING

SR 12

SR 15

CONTRACTOR PROVIDED FLAGGER REQUIRED DUE TO

ECONOMY BUS DETOUR DURING PHASE 2 CONSTRUCTION

ACTIVITIES

GT LOT ENTRANCE TRAFFIC PATTERN TO BE

TEMPORARILY ALTERED TO ACCOMMODATE PHASE 2

CONSTRUCTION ACTIVITIES

SEE PAGE C010 FOR

TEMPORARY BUS ROUTES TRAFFIC INTO STAGING LOT SHALL

BE MAINTAINED THROUGHOUT

PHASE 2 CONSTRUCTION ACTIVITIES

TEMPORARY ROUTE TO BE ESTABLISHED

IN AREA VIA TRAFFIC CONTROL PLAN (SEE NOTE 2)

TO ACCOMMODATE ADDITIONAL TRAFFIC SHIFTED

AWAY FROM PHASE 2 CONSTRUCTION ACTIVITIES

RAMP

D2

TERMINAL DRIVE

SHORT TERM PARKING

QTA

ECONOMY PARKING

ECONOMY PARKING

ECONOMY PARKING

EMPLOYEE PARKING

N

BA

R

R C

AR

RETURN ROAD

G T

LO

T

PHASE 2

PHASE 2 OVERALL

C014

LEGEND:

PHASE 2 - 3 DAYS

NOTES:

1. ACCESS TO CROSS STREETS AND DRIVEWAYS SHALL BE

MAINTAINED AT ALL TIMES.

2. CONTRACTOR TO SUBMIT A TRAFFIC CONTROL PLAN TO BE

ACCEPTED BY THE ENGINEER PRIOR TO CONSTRUCTION, COST

INCIDENTAL TO ITEM P-148.

3. CONTRACTOR TO SUBMIT A PAVING PLAN FOR APPROVAL WITH

A MINIMUM OF 14 DAYS PRIOR TO COMMENCING WORK.

4. CONTRACTOR SHALL STAY WITHIN THE AREA OF THE LIMITS OF

WORK.

5. ALL ACCESS ROADS TO STORAGE AREAS AND/OR WORK AREAS

ARE TO BE DEVELOPED AND MAINTAINED BY THE CONTRACTOR.

THESE ROADS ARE TO BE RETURNED TO THEIR ORIGINAL OR

BETTER CONDITION BY THE CONTRACTOR UPON COMPLETION

OF THE PROJECT AT THE CONTRACTORS EXPENSE.

6. CONTRACTOR TO INSTALL PERMANENT PAVEMENT MARKINGS 2

WEEKS AFTER COMPLETION OF ASPHALT PAVING.

7. CONTRACTOR SHALL USE A VACUUM TRUCK TO MANAGE

DEBRIS.

8. CONTRACTOR TO PROVIDE FLAGGER WHERE SHOWN FOR 24

HOURS A DAY.

NORTH

200' 400'100'0'

SCALE 1"=200' (11x17) SCALE 1"=100' (22x34)

D ra w in g:

C

:\U se rs \c le m en sm

\D C

\A C

C D oc s\

R S&

H \1

_S

LC

T er m in al

D riv e\ Pr oj ec t F ile s\ C

AD

\C

\S

LC

-C

0.

dw g Pl ot te d on

: 1 /2

8/

:3

PM

M.R.C. DESIGN & CONSTRUCTION

MANAGEMENT DIVISION

SALT LAKE CITY

DEPARTMENT OF AIRPORTS

P.O. BOX 145550

SALT LAKE CITY, UT. 84114-5550

SALT LAKE CITY INTERNATIONAL AIRPORT SCALE:

DRAWING

PROJECT

SHEET

DESIGNED

DRAWN

DATE

CHECKED

APPROVED

DATE

DATE

DATE

JANUARY 29, 2026

1/29/26

TERMINAL DRIVE RESURFACING

542602

APVDATENo. REMARKS

REVISIONS

BY

www.rsandh.com

Salt Lake City, UT 84116 801-924-8555

5215 Wiley Post Way, Suite 510

BID

DOCUMENTS

A.J.M.

1/29/26

1/29/26

K.P.

BLUE BUS ROUTE

RED BUS ROUTE

TEMPORARY BLUE ROUTE

TEMPORARY RED ROUTE

FLAGGER

CONTRACTOR STAGING AREA

DRUM BARRICADE

TRAFFIC FLOW ARROW

COMPLETED PHASE

TEMPORARY 4" WHITE BREAK STRIPING

TEMPORARY ROUTE TO BE ESTABLISHED IN AREA

VIA TRAFFIC CONTROL PLAN (SEE NOTE 2) TO

ACCOMMODATE ADDITIONAL TRAFFIC SHIFTED

AWAY FROM PHASE 2 CONSTRUCTION ACTIVITIES

ECONOMY PARKINGGARAGEPARKINGTERMINALTERMINAL COMMERCIAL

VEHICLES

LEFTEXIT

RETURNCARRENTAL

PARKINGRENTALARRIVALS DEPARTURES

CAR

GARAGE RETURN

PHASE 2

TRAFFIC INTO STAGING LOT SHALL BE

MAINTAINED THROUGHOUT PHASE 2

CONSTRUCTION ACTIVITIES

SEE SHEET C014 FOR

TEMPORARY BUS ROUTES

GT LOT ENTRANCE TRAFFIC PATTERN

TO BE TEMPORARILY ALTERED TO

ACCOMMODATE PHASE 2

CONSTRUCTION ACTIVITIES

BU

S LAN

E

TERMINAL DRIVE

GT LOT ENTRANCE

CONTRACTOR TO BE RESPONSIBLE

FOR REPOSITIONING EXISTING

JERSEY BARRIERS TO ALLOW FOR

TRAFFIC SHIFT. BARRIERS TO BE

RESTORED THE AT END OF PHASE 2.

SR 14

SR 13

SR 12

SR 15

PHASE 2 - GT LOT

ENTRANCE

C015

LEGEND:

NOTES:

1. ACCESS TO CROSS STREETS AND DRIVEWAYS SHALL BE

MAINTAINED AT ALL TIMES.

2. CONTRACTOR TO SUBMIT A TRAFFIC CONTROL PLAN TO BE

ACCEPTED BY THE ENGINEER PRIOR TO CONSTRUCTION, COST

INCIDENTAL TO ITEM P-148.

3. CONTRACTOR TO SUBMIT A PAVING PLAN FOR APPROVAL WITH

A MINIMUM OF 14 DAYS PRIOR TO COMMENCING WORK.

4. CONTRACTOR SHALL STAY WITHIN THE AREA OF THE LIMITS OF

WORK.

5. ALL ACCESS ROADS TO STORAGE AREAS AND/OR WORK AREAS

ARE TO BE DEVELOPED AND MAINTAINED BY THE CONTRACTOR.

THESE ROADS ARE TO BE RETURNED TO THEIR ORIGINAL OR

BETTER CONDITION BY THE CONTRACTOR UPON COMPLETION

OF THE PROJECT AT THE CONTRACTORS EXPENSE.

6. CONTRACTOR TO INSTALL PERMANENT PAVEMENT MARKINGS 2

WEEKS AFTER COMPLETION OF ASPHALT PAVING.

7. CONTRACTOR SHALL USE A VACUUM TRUCK TO MANAGE

DEBRIS.

8. CONTRACTOR TO PROVIDE FLAGGER WHERE SHOWN FOR 24

HOURS A DAY.

NORTHKEY MAP

NORTH

60' 120'30'0

D ra w in g:

C

:\U se rs \c le m en sm

\D C

\A C

C D oc s\

R S&

H \1

_S

LC

T er m in al

D riv e\ Pr oj ec t F ile s\ C

AD

\C

\S

LC

-C

0.

dw g Pl ot te d on

: 1 /2

8/

:3

PM

M.R.C. DESIGN & CONSTRUCTION

MANAGEMENT DIVISION

SALT LAKE CITY

DEPARTMENT OF AIRPORTS

P.O. BOX 145550

SALT LAKE CITY, UT. 84114-5550

SALT LAKE CITY INTERNATIONAL AIRPORT SCALE:

DRAWING

PROJECT

SHEET

DESIGNED

DRAWN

DATE

CHECKED

APPROVED

DATE

DATE

DATE

JANUARY 29, 2026

1/29/26

TERMINAL DRIVE RESURFACING

542602

APVDATENo. REMARKS

REVISIONS

BY

www.rsandh.com

Salt Lake City, UT 84116 801-924-8555

5215 Wiley Post Way, Suite 510

BID

DOCUMENTS

A.J.M.

1/29/26

1/29/26

K.P.

SCALE 1"=120' (11x17) SCALE 1"=60' (22x34)

TEMPORARY TNC ROUTE

TEMPORARY GROUND TRANSPORTATION ROUTE

PHASE 2 - 3 DAYS

TEMPORARY BLUE ROUTE

TEMPORARY RED ROUTE

FLAGGER

CONTRACTOR STAGING AREA

DRUM BARRICADE

TRAFFIC FLOW ARROW

COMPLETED PHASE

TEMPORARY 4" WHITE BREAK STRIPING

SR 12

SR 15

EXIT AIRPORT VIA RAMP F

AND TERMINAL DRIVE LOOP

EXIT AIRPORT VIA NORTH TEMPLE

ALTERNATE ROUTES APPLICABLE

DURING CLOSURE OF RAMP D2

R

AM

P D

RAMP

D2

TERMINAL DRIVE

SHORT TERM PARKING

QTA

TERMINAL

ECONOMY PARKING

ECONOMY PARKING

ECONOMY PARKING

EMPLOYEE PARKING

N

BA

R

SB

AR

R C

AR

RETURN ROAD

G T

LO

T

ALTERNATE BUS ROUTE DURING

WEST FLYOVER CONSTRUCTION

PHASE 3A

PHASE 3B

PHASE 3C

PHASE 3D

PHASE 3E

PHASE 3H

PHASE 3F

PHASE 3I

PHASE 3G

PHASE 3 OVERALL

C016

LEGEND:

NOTES:

1. ACCESS TO CROSS STREETS AND DRIVEWAYS SHALL BE

MAINTAINED AT ALL TIMES.

2. CONTRACTOR TO SUBMIT A TRAFFIC CONTROL PLAN TO BE

ACCEPTED BY THE ENGINEER PRIOR TO CONSTRUCTION, COST

INCIDENTAL TO ITEM P-148.

3. CONTRACTOR TO SUBMIT A PAVING PLAN FOR APPROVAL WITH

A MINIMUM OF 14 DAYS PRIOR TO COMMENCING WORK.

4. CONTRACTOR SHALL STAY WITHIN THE AREA OF THE LIMITS OF

WORK.

5. ALL ACCESS ROADS TO STORAGE AREAS AND/OR WORK AREAS

ARE TO BE DEVELOPED AND MAINTAINED BY THE CONTRACTOR.

THESE ROADS ARE TO BE RETURNED TO THEIR ORIGINAL OR

BETTER CONDITION BY THE CONTRACTOR UPON COMPLETION

OF THE PROJECT AT THE CONTRACTORS EXPENSE.

6. CONTRACTOR TO INSTALL PERMANENT PAVEMENT MARKINGS 2

WEEKS AFTER COMPLETION OF ASPHALT PAVING.

7. CONTRACTOR SHALL USE A VACUUM TRUCK TO MANAGE

DEBRIS.

8. CONTRACTOR TO PROVIDE FLAGGER WHERE SHOWN FOR 24

HOURS A DAY.

9. SLCDA ON-CALL GEOTECHNICAL CONSULTANT TO TAKE CORES

AND PROVIDE CORE INFORMATION AT BEGINNING OF EACH

PHASE TO CONFIRM MILLING DEPTHS.

NORTH

D ra w in g:

C

:\U se rs \c le m en sm

\D C

\A C

C D oc s\

R S&

H \1

_S

LC

T er m in al

D riv e\ Pr oj ec t F ile s\ C

AD

\C

\S

LC

-C

0.

dw g Pl ot te d on

: 1 /2

8/

:3

PM

M.R.C. DESIGN & CONSTRUCTION

MANAGEMENT DIVISION

SALT LAKE CITY

DEPARTMENT OF AIRPORTS

P.O. BOX 145550

SALT LAKE CITY, UT. 84114-5550

SALT LAKE CITY INTERNATIONAL AIRPORT SCALE:

DRAWING

PROJECT

SHEET

DESIGNED

DRAWN

DATE

CHECKED

APPROVED

DATE

DATE

DATE

JANUARY 29, 2026

1/29/26

TERMINAL DRIVE RESURFACING

542602

APVDATENo. REMARKS

REVISIONS

BY

www.rsandh.com

Salt Lake City, UT 84116 801-924-8555

5215 Wiley Post Way, Suite 510

BID

DOCUMENTS

A.J.M.

1/29/26

1/29/26

K.P.

FLAGGER

CONTRACTOR STAGING AREA

TEMPORARY WEST FLYOVER ALTERNATE ROUTE

TEMPORARY WEST FLYOVER ALTERNATE ROUTE

PHASE 3A - 5 DAYS

PHASE 3B - 4 DAYS

PHASE 3C - 5 DAYS

PHASE 3D - 3 DAYS

500' 1000'250'0'

SCALE 1"=500' (11x17) SCALE 1"=250' (22x34)

PHASE 3E - 2 DAYS

PHASE 3F - 3 DAYS

PHASE 3G - 4 DAYS

PHASE 3H - 4 DAYS

PHASE 3I - 5 DAYS

TEMPORARY AIRPORT EXIT VIA RAMP F/TERMINAL

DRIVE

TEMPORARY AIRPORT EXIT VIA NORTH TEMPLE

RED BUS ROUTE

BLUE BUS ROUTE

PHASE 3A

JOCKEY ROAD

ECONOMY LOT

BUS FUELING PARKING LOT

ABANDON CAR

STAGING AREA

WEST FLYOVER

2-12' LANES

2-12' LANES

SR 14

SR 13

SR 12

SR 15

PHASE 3A - SBAR

(SHEET 1 OF 3)

C017

LEGEND:

NOTES:

1. ACCESS TO CROSS STREETS AND DRIVEWAYS SHALL BE

MAINTAINED AT ALL TIMES.

2. CONTRACTOR TO SUBMIT A TRAFFIC CONTROL PLAN TO BE

ACCEPTED BY THE ENGINEER PRIOR TO CONSTRUCTION, COST

INCIDENTAL TO ITEM P-148.

3. CONTRACTOR TO SUBMIT A PAVING PLAN FOR APPROVAL WITH

A MINIMUM OF 14 DAYS PRIOR TO COMMENCING WORK.

4. CONTRACTOR SHALL STAY WITHIN THE AREA OF THE LIMITS OF

WORK.

5. ALL ACCESS ROADS TO STORAGE AREAS AND/OR WORK AREAS

ARE TO BE DEVELOPED AND MAINTAINED BY THE CONTRACTOR.

THESE ROADS ARE TO BE RETURNED TO THEIR ORIGINAL OR

BETTER CONDITION BY THE CONTRACTOR UPON COMPLETION

OF THE PROJECT AT THE CONTRACTORS EXPENSE.

6. CONTRACTOR TO INSTALL PERMANENT PAVEMENT MARKINGS 2

WEEKS AFTER COMPLETION OF ASPHALT PAVING.

7. CONTRACTOR SHALL USE A VACUUM TRUCK TO MANAGE

DEBRIS.

8. CONTRACTOR TO PROVIDE FLAGGER WHERE SHOWN FOR 24

HOURS A DAY.

NORTHKEY MAP

N O

R

TH

D ra w in g:

C

:\U se rs \c le m en sm

\D C

\A C

C D oc s\

R S&

H \1

_S

LC

T er m in al

D riv e\ Pr oj ec t F ile s\ C

AD

\C

\S

LC

-C

0.

dw g Pl ot te d on

: 1 /2

8/

:3

PM

M.R.C. DESIGN & CONSTRUCTION

MANAGEMENT DIVISION

SALT LAKE CITY

DEPARTMENT OF AIRPORTS

P.O. BOX 145550

SALT LAKE CITY, UT. 84114-5550

SALT LAKE CITY INTERNATIONAL AIRPORT SCALE:

DRAWING

PROJECT

SHEET

DESIGNED

DRAWN

DATE

CHECKED

APPROVED

DATE

DATE

DATE

JANUARY 29, 2026

1/29/26

TERMINAL DRIVE RESURFACING

542602

APVDATENo. REMARKS

REVISIONS

BY

www.rsandh.com

Salt Lake City, UT 84116 801-924-8555

5215 Wiley Post Way, Suite 510

BID

DOCUMENTS

A.J.M.

1/29/26

1/29/26

K.P.

60' 120'30'0

SCALE 1"=120' (11x17) SCALE 1"=60' (22x34)

PHASE 3A - 5 DAYS

M A

T C

H

LIN

E S

H E

E T

C

BLUE BUS ROUTE

RED BUS ROUTE

TEMPORARY BLUE ROUTE

TEMPORARY RED ROUTE

FLAGGER

CONTRACTOR STAGING AREA

DRUM BARRICADE

TRAFFIC FLOW ARROW

COMPLETED PHASE

TEMPORARY 4" WHITE BREAK STRIPING

TEMPORARY 4" WHITE SOLID STRIPING

1/29/2026

MULTICORELINK:SLC-C010-C018

RETURN

15 215

EAST EAST WEST

TO

TERMINAL 80

PHASE 3A

BU

S

LA

N

E

JO

CKEY ROAD

ECONOMY LOT

R

AM

P D

TERMINAL DRIVE

TERMINAL DRIVE

2-12' LANES

WEST FLYOVER

RAMP D1

SR 14

SR 13

SR 12

SR 15

PHASE 3A - SBAR

(SHEET 2 OF 3)

C018

LEGEND:

NOTES:

1. ACCESS TO CROSS STREETS AND DRIVEWAYS SHALL BE

MAINTAINED AT ALL TIMES.

2. CONTRACTOR TO SUBMIT A TRAFFIC CONTROL PLAN TO BE

ACCEPTED BY THE ENGINEER PRIOR TO CONSTRUCTION, COST

INCIDENTAL TO ITEM P-148.

3. CONTRACTOR TO SUBMIT A PAVING PLAN FOR APPROVAL WITH

A MINIMUM OF 14 DAYS PRIOR TO COMMENCING WORK.

4. CONTRACTOR SHALL STAY WITHIN THE AREA OF THE LIMITS OF

WORK.

5. ALL ACCESS ROADS TO STORAGE AREAS AND/OR WORK AREAS

ARE TO BE DEVELOPED AND MAINTAINED BY THE CONTRACTOR.

THESE ROADS ARE TO BE RETURNED TO THEIR ORIGINAL OR

BETTER CONDITION BY THE CONTRACTOR UPON COMPLETION

OF THE PROJECT AT THE CONTRACTORS EXPENSE.

6. CONTRACTOR TO INSTALL PERMANENT PAVEMENT MARKINGS 2

WEEKS AFTER COMPLETION OF ASPHALT PAVING.

7. CONTRACTOR SHALL USE A VACUUM TRUCK TO MANAGE

DEBRIS.

8. CONTRACTOR TO PROVIDE FLAGGER WHERE SHOWN FOR 24

HOURS A DAY.

NORTHKEY MAP

NORTH

D ra w in g:

C

:\U se rs \c le m en sm

\D C

\A C

C D oc s\

R S&

H \1

_S

LC

T er m in al

D riv e\ Pr oj ec t F ile s\ C

AD

\C

\S

LC

-C

0.

dw g Pl ot te d on

: 1 /2

8/

:3

PM

M.R.C. DESIGN & CONSTRUCTION

MANAGEMENT DIVISION

SALT LAKE CITY

DEPARTMENT OF AIRPORTS

P.O. BOX 145550

SALT LAKE CITY, UT. 84114-5550

SALT LAKE CITY INTERNATIONAL AIRPORT SCALE:

DRAWING

PROJECT

SHEET

DESIGNED

DRAWN

DATE

CHECKED

APPROVED

DATE

DATE

DATE

JANUARY 29, 2026

1/29/26

TERMINAL DRIVE RESURFACING

542602

APVDATENo. REMARKS

REVISIONS

BY

www.rsandh.com

Salt Lake City, UT 84116 801-924-8555

5215 Wiley Post Way, Suite 510

BID

DOCUMENTS

A.J.M.

1/29/26

1/29/26

K.P.

60' 120'30'0

SCALE 1"=120' (11x17) SCALE 1"=60' (22x34)

PHASE 3A - 5 DAYS

M A

T C

H L

IN

E

S H

E E

T C

MATCH LINE SHEET C019

BLUE BUS ROUTE

RED BUS ROUTE

TEMPORARY BLUE ROUTE

TEMPORARY RED ROUTE

FLAGGER

CONTRACTOR STAGING AREA

DRUM BARRICADE

TRAFFIC FLOW ARROW

COMPLETED PHASE

TEMPORARY 4" WHITE BREAK STRIPING

TEMPORARY 4" WHITE SOLID STRIPING

1/29/2026

MULTICORELINK:SLC-C010-C017

MULTICORELINK:SLC-C010-C017

MULTICORELINK:SLC-C010-C019

MULTICORELINK:SLC-C010-C019

STOP

PHASE 3A

JOCKEY ROAD

ECONOMY LOT

TERMINAL DRIVE

R C

AR

-N

R C

AR

-S

RETURN ROAD

TE

RMIN

AL D

RIV

E

TER

M

IN

AL D

R

IVE

RAMP F

RAMP F

RETURN ROAD

RETURN ROAD

TERMINAL DRIVE

SR 14

SR 13

SR 12

SR 15

PHASE 3A - SBAR

(SHEET 3 OF 3)

C019

LEGEND:

NOTES:

1. ACCESS TO CROSS STREETS AND DRIVEWAYS SHALL BE

MAINTAINED AT ALL TIMES.

2. CONTRACTOR TO SUBMIT A TRAFFIC CONTROL PLAN TO BE

ACCEPTED BY THE ENGINEER PRIOR TO CONSTRUCTION, COST

INCIDENTAL TO ITEM P-148.

3. CONTRACTOR TO SUBMIT A PAVING PLAN FOR APPROVAL WITH

A MINIMUM OF 14 DAYS PRIOR TO COMMENCING WORK.

4. CONTRACTOR SHALL STAY WITHIN THE AREA OF THE LIMITS OF

WORK.

5. ALL ACCESS ROADS TO STORAGE AREAS AND/OR WORK AREAS

ARE TO BE DEVELOPED AND MAINTAINED BY THE CONTRACTOR.

THESE ROADS ARE TO BE RETURNED TO THEIR ORIGINAL OR

BETTER CONDITION BY THE CONTRACTOR UPON COMPLETION

OF THE PROJECT AT THE CONTRACTORS EXPENSE.

6. CONTRACTOR TO INSTALL PERMANENT PAVEMENT MARKINGS 2

WEEKS AFTER COMPLETION OF ASPHALT PAVING.

7. CONTRACTOR SHALL USE A VACUUM TRUCK TO MANAGE

DEBRIS.

8. CONTRACTOR TO PROVIDE FLAGGER WHERE SHOWN FOR 24

HOURS A DAY.

NORTHKEY MAP

NORTH

D ra w in g:

C

:\U se rs \c le m en sm

\D C

\A C

C D oc s\

R S&

H \1

_S

LC

T er m in al

D riv e\ Pr oj ec t F ile s\ C

AD

\C

\S

LC

-C

0.

dw g Pl ot te d on

: 1 /2

8/

:3

PM

M.R.C. DESIGN & CONSTRUCTION

MANAGEMENT DIVISION

SALT LAKE CITY

DEPARTMENT OF AIRPORTS

P.O. BOX 145550

SALT LAKE CITY, UT. 84114-5550

SALT LAKE CITY INTERNATIONAL AIRPORT SCALE:

DRAWING

PROJECT

SHEET

DESIGNED

DRAWN

DATE

CHECKED

APPROVED

DATE

DATE

DATE

JANUARY 29, 2026

1/29/26

TERMINAL DRIVE RESURFACING

542602

APVDATENo. REMARKS

REVISIONS

BY

www.rsandh.com

Salt Lake City, UT 84116 801-924-8555

5215 Wiley Post Way, Suite 510

BID

DOCUMENTS

A.J.M.

1/29/26

1/29/26

K.P.

60' 120'30'0

SCALE 1"=120' (11x17) SCALE 1"=60' (22x34)

PHASE 3A - 5 DAYS

M A

T C

H L

IN

E

S H

E E

T C

BLUE BUS ROUTE

RED BUS ROUTE

TEMPORARY BLUE ROUTE

TEMPORARY RED ROUTE

FLAGGER

CONTRACTOR STAGING AREA

DRUM BARRICADE

TRAFFIC FLOW ARROW

COMPLETED PHASE

TEMPORARY 4" WHITE BREAK STRIPING

TEMPORARY 4" WHITE SOLID STRIPING

1/29/2026

PHASE 3B

USE TEMPORARY PAVEMENT

MARKING TO MAINTAIN TWO LANES

OF TRAFFIC THROUGHOUT

CONSTRUCTION ACTIVITY

JOCKEY ROAD

ECONOMY LOT

BUS FUELING PARKING LOT

ABANDON CAR

STAGING AREA

WEST FLYOVER

2-12' LANES

SR 14

SR 13

SR 12

SR 15

PHASE 3B - SBAR

C020

LEGEND:

NOTES:

1. ACCESS TO CROSS STREETS AND DRIVEWAYS SHALL BE

MAINTAINED AT ALL TIMES.

2. CONTRACTOR TO SUBMIT A TRAFFIC CONTROL PLAN TO BE

ACCEPTED BY THE ENGINEER PRIOR TO CONSTRUCTION, COST

INCIDENTAL TO ITEM P-148.

3. CONTRACTOR TO SUBMIT A PAVING PLAN FOR APPROVAL WITH

A MINIMUM OF 14 DAYS PRIOR TO COMMENCING WORK.

4. CONTRACTOR SHALL STAY WITHIN THE AREA OF THE LIMITS OF

WORK.

5. ALL ACCESS ROADS TO STORAGE AREAS AND/OR WORK AREAS

ARE TO BE DEVELOPED AND MAINTAINED BY THE CONTRACTOR.

THESE ROADS ARE TO BE RETURNED TO THEIR ORIGINAL OR

BETTER CONDITION BY THE CONTRACTOR UPON COMPLETION

OF THE PROJECT AT THE CONTRACTORS EXPENSE.

6. CONTRACTOR TO INSTALL PERMANENT PAVEMENT MARKINGS 2

WEEKS AFTER COMPLETION OF ASPHALT PAVING.

7. CONTRACTOR SHALL USE A VACUUM TRUCK TO MANAGE

DEBRIS.

8. CONTRACTOR TO PROVIDE FLAGGER WHERE SHOWN FOR 24

HOURS A DAY.

NORTHKEY MAP

NORTH

D ra w in g:

C

:\U se rs \c le m en sm

\D C

\A C

C D oc s\

R S&

H \1

_S

LC

T er m in al

D riv e\ Pr oj ec t F ile s\ C

AD

\C

\S

LC

-C

0.

dw g Pl ot te d on

: 1 /2

8/

:3

PM

M.R.C. DESIGN & CONSTRUCTION

MANAGEMENT DIVISION

SALT LAKE CITY

DEPARTMENT OF AIRPORTS

P.O. BOX 145550

SALT LAKE CITY, UT. 84114-5550

SALT LAKE CITY INTERNATIONAL AIRPORT SCALE:

DRAWING

PROJECT

SHEET

DESIGNED

DRAWN

DATE

CHECKED

APPROVED

DATE

DATE

DATE

JANUARY 29, 2026

1/29/26

TERMINAL DRIVE RESURFACING

542602

APVDATENo. REMARKS

REVISIONS

BY

www.rsandh.com

Salt Lake City, UT 84116 801-924-8555

5215 Wiley Post Way, Suite 510

BID

DOCUMENTS

A.J.M.

1/29/26

1/29/26

K.P.

60' 120'30'0

SCALE 1"=120' (11x17) SCALE 1"=60' (22x34)

PHASE 3B - 4 DAYS

BLUE BUS ROUTE

RED BUS ROUTE

TEMPORARY BLUE ROUTE

TEMPORARY RED ROUTE

FLAGGER

CONTRACTOR STAGING AREA

DRUM BARRICADE

TRAFFIC FLOW ARROW

COMPLETED PHASE

TEMPORARY 4" WHITE BREAK STRIPING

EAST EAST WEST

TO

TERMINAL 80

PHASE 3C

BU

S

LA

N

E

JO

CKEY ROAD

ECONOMY LOT

R

AM

P D

TERMINAL DRIVE

TERMINAL DRIVE

2-12' LANES

WEST FLYOVER

EMPLOYEE BUS TO BE REROUTED

ONTO WEST FLYOVER DURING

RAMP D1 CLOSURE

RAMP D1

SR 14

SR 13

SR 12

SR 15

PHASE 3C - SBAR

AND RAMP D1

C021

LEGEND:

NOTES:

1. ACCESS TO CROSS STREETS AND DRIVEWAYS SHALL BE

MAINTAINED AT ALL TIMES.

2. CONTRACTOR TO SUBMIT A TRAFFIC CONTROL PLAN TO BE

ACCEPTED BY THE ENGINEER PRIOR TO CONSTRUCTION, COST

INCIDENTAL TO ITEM P-148.

3. CONTRACTOR TO SUBMIT A PAVING PLAN FOR APPROVAL WITH

A MINIMUM OF 14 DAYS PRIOR TO COMMENCING WORK.

4. CONTRACTOR SHALL STAY WITHIN THE AREA OF THE LIMITS OF

WORK.

5. ALL ACCESS ROADS TO STORAGE AREAS AND/OR WORK AREAS

ARE TO BE DEVELOPED AND MAINTAINED BY THE CONTRACTOR.

THESE ROADS ARE TO BE RETURNED TO THEIR ORIGINAL OR

BETTER CONDITION BY THE CONTRACTOR UPON COMPLETION

OF THE PROJECT AT THE CONTRACTORS EXPENSE.

6. CONTRACTOR TO INSTALL PERMANENT PAVEMENT MARKINGS 2

WEEKS AFTER COMPLETION OF ASPHALT PAVING.

7. CONTRACTOR SHALL USE A VACUUM TRUCK TO MANAGE

DEBRIS.

8. CONTRACTOR TO PROVIDE FLAGGER WHERE SHOWN FOR 24

HOURS A DAY.

NORTHKEY MAP

NORTH

D ra w in g:

C

:\U se rs \c le m en sm

\D C

\A C

C D oc s\

R S&

H \1

_S

LC

T er m in al

D riv e\ Pr oj ec t F ile s\ C

AD

\C

\S

LC

-C

0.

dw g Pl ot te d on

: 1 /2

8/

:3

PM

M.R.C. DESIGN & CONSTRUCTION

MANAGEMENT DIVISION

SALT LAKE CITY

DEPARTMENT OF AIRPORTS

P.O. BOX 145550

SALT LAKE CITY, UT. 84114-5550

SALT LAKE CITY INTERNATIONAL AIRPORT SCALE:

DRAWING

PROJECT

SHEET

DESIGNED

DRAWN

DATE

CHECKED

APPROVED

DATE

DATE

DATE

JANUARY 29, 2026

1/29/26

TERMINAL DRIVE RESURFACING

542602

APVDATENo. REMARKS

REVISIONS

BY

www.rsandh.com

Salt Lake City, UT 84116 801-924-8555

5215 Wiley Post Way, Suite 510

BID

DOCUMENTS

A.J.M.

1/29/26

1/29/26

K.P.

60' 120'30'0

SCALE 1"=120' (11x17) SCALE 1"=60' (22x34)

PHASE 3C - 5 DAYS

BLUE BUS ROUTE

RED BUS ROUTE

TEMPORARY BLUE ROUTE

TEMPORARY RED ROUTE

FLAGGER

CONTRACTOR STAGING AREA

DRUM BARRICADE

TRAFFIC FLOW ARROW

COMPLETED PHASE

TEMPORARY 4" WHITE BREAK STRIPING

TEMPORARY 4" WHITE SOLID STRIPING

TEMPORARY EMPLOYEE BUS ROUTE

EAST EAST WEST

TO

TERMINAL 80

PHASE 3D

BU

S

LA

N

E

JO

CKEY ROAD

ECONOMY LOT

R

AM

P D

TERMINAL DRIVE

TERMINAL DRIVE

1-12' LANE

WEST FLYOVER

RAMP D1

SR 14

SR 13

SR 12

SR 15

PH…