3-2300 W Realignment - Plans.pdf

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AIRCRAFT DESIGN GROUP

AIR OPERATIONS AREA

APPROXIMATE

AUTOMATED SURFACE OBSERVING

SYSTEM

AVENUE

BOULEVARD

CONSTRUCTION SAFETY & PHASING PLAN

CONSTRUCTION SAFETY AND SECURITY

COMPLIANCE MANUAL

COMMON TRAFFIC ADVISORY FREQUENCY

DEMOLITION OR DEMOLISH

DO NOT DISTURB

DRAWING

EAST/EASTING

EACH

EXISTING

FEDERAL AVIATION ADMINISTRATION

FOREIGN OBJECT DEBRIS

GENERAL PROVISION

HEIGHT OR HORIZON

HAZARDOUS MATERIAL

HOT MIX ASPHALT

HORIZONTAL

LENGTH

LINEAR FEET

LUMP SUM

LEFT

MAXIMUM

MONUMENT DISK

MINIMUM

MILES PER HOUR

MEAN SEA LEVEL

MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES

NAVIGATIONAL AID

NORTH/NORTHING

NOT APPLICABLE

NATIONAL GEODETIC SURVEY

NOTICE TO AIR MISSIONS

NOTICE TO PROCEED

NOT TO SCALE

ON CENTER

OBJECT FREE AREA

OBSTACLE FREE ZONE

OPERATIONS

QUANTITY

PRIMARY AIRPORT CONTROL STATION

PERMANENT IDENTIFIER

RADIUS

REQUIRED

RUNWAY OBJECT FREE AREA

RESIDENT PROJECT REPRESENTATIVE

RUNWAY SAFETY AREA

RIGHT

RUNWAY

SOUTH

SECONDARY AIRPORT CONTROL STATION

SCHEDULE

SOUTHEAST

SQUARE FEET

SPACES OR SPECIAL PROVISION

SAFETY PLAN COMPLIANCE DOCUMENT

SQUARE INCH

STREET

STANDARD

SOUTH VALLEY REGIONAL AIRPORT

OWNER/RPR*

SOUTHWEST

STORMWATER POLLUTION PREVENTION

PLAN

TOP BACK OF CURB

TEMPORARY

TAXIWAY OBJECT FREE AREA

TRAVERSE

TAXIWAY SAFETY AREA

TAXIWAY

TYPICAL

UTAH DEPARTMENT OF TRANSPORTATION

UNDERGROUND

USE IN PLACE

UNTREATED BASE COURSE

VARIES

VERTICAL

WEST OR WIDTH

WITH

WITHOUT

AT

NUMBER

PERCENT

PLUS/MINUS (APPROXIMATE)

DIAMETER

XX

XX

XX

XX

XX

XX

SCALE:

IDENTIFIES DETAIL #

IDENTIFIES SHEET CAN BE FOUND ON

XX

XX

SECTION DETAIL TITLE

SCALE:

SECTION

ADG

AOA

APPROX

ASOS

AVE

BLVD

CSPP

CSSCM

CTAF

DEMO

DND

DWG

E

EA

EX/EXIST

FAA

FOD

GP

H

HAZMAT

HMA

HORIZ

L

LF

LS

LT

MAX

MDISK

MIN

MPH

MSL

MUTCD

NAVAID

N N/A

NGS

NOTAM

NTP

NTS

OC

OFA

OFZ

OPS

QTY

PACS

PID

R

REQD

ROFA

RPR

RSA

RT

RW

S

SACS

SCH

SE

SF

SP

SPCD

SQ IN

ST

STD

SVRA

SLDCA*

SW

SWPPP

TBC

TEMP

TOFA

TRV

TSA

TW

TYP

UDOT

UG

UIP

UTBC

VAR

VERT

W W/ W/O Ø

ABBREVIATIONSLEGEND

POST

LIMIT OF DISTURBANCE

CONTROL POINT

AOA FENCE

STORM DRAIN LINE

BURIED POWER LINE

SEWER LINE

WATER LINE

TELEPHONE LINE

BURIED TELEPHONE LINE

CABLE LINE

GAS LINE

CURB & GUTTER

SEWER MANHOLE

STORM DRAIN MANHOLE

TELEPHONE MANHOLE

ELECTRICAL MANHOLE

GAS MANHOLE

MANHOLE

CLEAN OUT

CATCH BASIN

WATER METER

GAS METER

ELECTRICAL METER

LIGHT POLE

ELECTRICAL BOX

IRRIGATION BOX

TELEPHONE PEDESTAL

ELECTRICAL TRANSFORMER

AIR CONDITIONER

WATER VALVE

FIRE HYDRANT

GATE POST

SIGN

BOLLARD

EXISTING CONDITION PROPOSED CONDITIONDESCRIPTION

DETAIL TITLE

*SLCDA ENGINEERING OR OTHER DESIGNATED AIRPORT REPRESENTATIVE

(COLLECTIVELY REFERRED TO AS SLCDA)

INDEX

PAGE NO. SHEET NO. DRAWING TITLE IFC

1 G0.00 COVER SHEET ·

2 G0.01 INDEX, ABBREVIATIONS AND LEGEND ·

3 G0.02 SURVEY CONTROL PLAN ·

4 GP0.01 OVERALL SITE PLAN ·

5 GP0.02 CONSTRUCTION SAFETY AND PHASING NOTES - SHEET 1 OF 2 ·

6 GP0.03 CONSTRUCTION SAFETY AND PHASING NOTES - SHEET 2 OF 2 ·

7 GP0.04 OFF-SITE HAUL ROUTE PLAN ·

8 GP1.00 OVERALL PHASING PLAN ·

9 GP1.01 CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 1 ·

10 GP1.02 CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 2 ·

11 GP5.01 CONSTRUCTION SAFETY AND PHASING DETAILS ·

12 CD1.01 DEMOLITION PLAN ·

13 C1.01 GEOMETRY PLAN ·

14 CP1.01 ROADWAY PROFILE ·

15 C5.01 GRADING DETAILS ·

16 C5.02 PAVING DETAILS - SHEET 1 OF 2 ·

17 C5.03 PAVING DETAILS - SHEET 2 OF 2 ·

18 DR1.01 DRAINAGE PLAN ·

19 DR1.02 UTILITY PROFILES SHEET - STORM DRAIN ·

20 DR5.01 DRAINAGE DETAILS ·

21 UT1.01 UTILITY PLAN ·

22 UT1.02 UTILITY PROFILES SHEET - WATER LINE ·

23 UT1.05 UTILITY PROFILES SHEET - SANITARY SEWER ·

24 UT5.01 UTILITY DETAILS - SHEET 1 OF 2 ·

25 UT5.02 UTILITY DETAILS - SHEET 2 OF 2 ·

26 E5.01 LIGHTING DETAILS - SHEET 1 OF 2 ·

27 E5.02 LIGHTING DETAILS - SHEET 2 OF 2 ·

MANAGEMENT DIVISION

SALT LAKE CITY

SALT LAKE CITY, UT. 84114-5550

DEPARTMENT OF AIRPORTS

P.O. BOX 145550 OF

DESIGN & CONSTRUCTION SALT LAKE CITY INTERNATIONAL AIRPORTDESIGNED

DRAWN

CHECKED

APPROVED

DATE

DATE

DATE

DATE

DATE

02/06/2026

02/06/2026

02/06/2026

02/06/2026

02/06/2026

REVISIONS

No. DATE APVBYREMARKS

PROJECT

DRAWING

SHEET

542605

ISSUED FOR

CONSTRUCTION

10876 S RIVER FRONT PKWY

SUITE 250

SOUTH JORDAN, UT 84095

T 385-274-5800 I www.wsp.com

WSP USA INC.

UTAH

LICENSE NO. 11-1531569 2300 WEST REALIGNMENT G0.01

2INDEX, ABBREVIATIONS AND LEGEND

KEY PLAN

W 470 N

N 2200 W

N 2360 W

W 700 N

I-215

340 N

PROJECT LOCATION

W 650 N

8'' W 8'' W 8'' W

BP BP BP

8'' SS 8'' SS 8'' SS

2'' G 2'' G 2'' G

15'' SD 15'' SD

D

S http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com

EXISTING AOA

FENCE (TYP.)

17+12

9+75 10+00 11+00 12+00 13+00

14+00 15+00

16+00 17+00

PI: STA 13+84.19

OFF 15.72'L

START ALIGNMENT ℄, STA 9+75.00

END ALIGNMENT ℄, STA 17+12.00

PT: STA 13+54.35

PC: STA 14+14.02

N: 1557.67 E: 4684.67

N: 1945.85 E: 5054.14

CONTROL POINTS

NO.

NORTHING

1946.30

2049.19

1573.49

1615.81

2048.64

1625.28

EASTING

4762.41

5017.10

5020.43

4536.88

4572.00

4827.01

ELEVATION

4223.08

4222.93

4224.14

4221.04

4221.16

4223.08

DESCRIPTION

PLUG

NAIL

PLUG

PLUG

PLUG

PLUG

MANAGEMENT DIVISION

SALT LAKE CITY

SALT LAKE CITY, UT. 84114-5550

DEPARTMENT OF AIRPORTS

P.O. BOX 145550 OF

DESIGN & CONSTRUCTION SALT LAKE CITY INTERNATIONAL AIRPORTDESIGNED

DRAWN

CHECKED

APPROVED

DATE

DATE

DATE

DATE

DATE

02/06/2026

02/06/2026

02/06/2026

02/06/2026

02/06/2026

REVISIONS

No. DATE APVBYREMARKS

PROJECT

DRAWING

SHEET

542605

ISSUED FOR

CONSTRUCTION

10876 S RIVER FRONT PKWY

SUITE 250

SOUTH JORDAN, UT 84095

T 385-274-5800 I www.wsp.com

WSP USA INC.

UTAH

LICENSE NO. 11-1531569 2300 WEST REALIGNMENT

N

70' 140'35'0

HORIZONTAL SCALE 1"=70'

N 2360 W

W

N

GENERAL NOTES:

1. WEST AIRPORT GRID SYSTEM (WAGS)

LOCAL SITE TRANSVERSE MERCATOR

ORIGIN LATITUDE: N40°46'25.42042"

ORIGIN LONGITUDE: W111°58'22.87366"

FALSE EASTING: 0.000 FT

FALSE NORTHING: 0.000 FT

GROUND SCALE FACTOR: 1.0001989069

BASIS OF BEARING IS NORTH (N00°00'00"E) FROM THE

ALUMINUM DISK LOCATED AT THE SOUTH END OF

THE MAIN RUNWAY (34R) TO THE ALUMIN DISK

LOCATED AT THE NORTH END OF THE MAIN RUNWAY

(16L), HORIZONTAL DISTANCE 12,337.00’.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY

CONTROL POINT INFORMATION PRIOR TO

CONSTRUCTION. THE CONTRACTOR MUST

DOCUMENT AND REPORT TO SLCDA ANY

DISCREPANCIES FOUND DURING SURVEY

VERIFICATIONS. PRE-CONSTRUCTION CONTROL

VERIFICATION SUBMITTAL TO BE REVIEWED AND

VERIFIED BY SLCDA SURVEY.

3. CONTRACTOR MUST PRESERVE AND PROTECT

EXISTING CONTROL POINTS SHOWN ON PLAN. IF

DAMAGED, CONTRACTOR TO REPLACE AT

CONTRACTOR'S EXPENSE.

4. EXISTING CONDITIONS INCORPORATES PROJECT

SURVEY AND HISTORICAL DATA PROVIDED BY SLCDA.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

FIELD VERIFY WITH SURVEY THE EXISTING

CONDITIONS. CONTRACTOR TO SURVEY EXISTING

PAVEMENT (INCLUDING ELEVATION) TO THE EXTENT

REQUIRED TO RE-ESTABLISH THE EXISTING GRADES

DURING PAVING OPERATIONS. THIS SHOULD BE

DONE PRIOR TO START OF CONSTRUCTION AND

CONTRACTOR MUST NOTIFIY SLCDA OF ANY

DISCREPANCIES. CONTRACTOR MUST NOT MODIFY

THE EXISTING GRADES WITHOUT THE PRIOR

WRITTEN CONSENT OF SLCDA.

5. CONTROL DATA WAS COLLECTED BY MERIDIAN

ENGINEERING ON SEPTEMBER 26, 2024.

LEGEND

CONTROL POINT

LIMIT OF WORK

N 2300 W STREET

EXISTING PARKING LOT

EXISTING PARKING LOT

TAXIWAY

TA

XI

W

AY

PROPOSED ROAD CL

BEGIN STA. 09+75.00 - N: 1557.67, E: 4684.67

P.I. STA. 13+84.18 - N: 1973.58, E: 4719.33, R38'

END STA. 16+50.00 - N: 1945.85, E: 5054.14

G0.02

3SURVEY CONTROL PLAN

R38.00' http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com

MANAGEMENT DIVISION

SALT LAKE CITY

SALT LAKE CITY, UT. 84114-5550

DEPARTMENT OF AIRPORTS

P.O. BOX 145550 OF

DESIGN & CONSTRUCTION SALT LAKE CITY INTERNATIONAL AIRPORTDESIGNED

DRAWN

CHECKED

APPROVED

DATE

DATE

DATE

DATE

DATE

02/06/2026

02/06/2026

02/06/2026

02/06/2026

02/06/2026

REVISIONS

No. DATE APVBYREMARKS

PROJECT

DRAWING

SHEET

542605

ISSUED FOR

CONSTRUCTION

10876 S RIVER FRONT PKWY

SUITE 250

SOUTH JORDAN, UT 84095

T 385-274-5800 I www.wsp.com

WSP USA INC.

UTAH

LICENSE NO. 11-1531569 2300 WEST REALIGNMENT

N

00 50' 100'25'

HORIZONTAL SCALE 1"=50'

N 2360 W

W

N

GENERAL CONTRACT NOTES:

1. THIS PROJECT INCLUDES THE FOLLOWING MAJOR WORK

ITEMS:

1.1. PAVEMENT REMOVAL AND ASPHALT MILL AND OVERLAY

1.2. UTILITY RELOCATION

1.3. GRADING AND DRAINAGE

1.4. PAVEMENT CONSTRUCTION

1.5. CURB AND GUTTER CONSTRUCTION

1.6. PAVEMENT MARKING

2. SALT LAKE CITY DEPARTMENT OF AIRPORTS (SLCDA) REFERS

TO ANY REPRESENTATIVE OF THE AIRPORT AND OWNER. THIS

INCLUDES, BUT IS NOT LIMITED TO, THE RESIDENT PROJECT

REPRESENTATIVE (RPR), SLCDA ENGINEERING STAFF, SLCDA

CONSTRUCTION STAFF, RESIDENT ENGINEER, ETC.

3. THE CONTRACTOR MUST STRICTLY KEEP TO THE ACCESS

ROADS AND THE WORK AREAS SHOWN IN THE PLANS. THE

CONTRACTOR MUST NOT ACCESS ANY SAFETY AREAS FOR

ANY REASON UNLESS PRIOR APPROVAL HAS BEEN

REQUESTED AND GRANTED BY SLCDA.

4. CONTRACTOR VEHICLES FOR PERSONNEL, MATERIALS

AND/OR EQUIPMENT DELIVERY MUST USE LOAD COVERS AND

MUST BE CHECKED TO CONFIRM LOAD AND EQUIPMENT ARE

SECURED TO THE VEHICLE. ANY MATERIAL, PARTS OF

EQUIPMENT, TOOLS, TRASH OR OTHER DEBRIS THAT FALL

FROM THE VEHICLE ONTO THE ACCESS ROADS ARE

CONSIDERED POTENTIAL FOREIGN OBJECTS DEBRIS (FOD).

ANY FOD DROPPED FROM THE CONTRACTOR VEHICLES ON

PUBLIC ROADWAYS OR THE ACCESS ROAD MUST BE

RETRIEVED AND CLEANED UP IMMEDIATELY AS FOD IS A

SERIOUS DANGER TO AIRCRAFT AND VEHICLES AND CAN

CAUSE SEVERE DAMAGE TO AIRCRAFT AND VEHICLES.

5. THE CONTRACTOR MUST ONLY UTILIZE THE CONTRACTOR

STAGING AREA AS DESIGNATED IN THE PLANS FOR MATERIAL

AND EQUIPMENT STORAGE AND TO PARK EMPLOYEE

VEHICLES. NO STORAGE OR STOCKPILING ALLOWED WITHIN

AN ACTIVE ROADWAY, RUNWAY OR TAXIWAY OBJECT FREE

AREA.

6. AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS ARE

TO BE COMPLETELY RESTORED BY THE CONTRACTOR AT THE

CONTRACTOR'S EXPENSE TO THE SATISFACTION OF SLCDA.

7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD

VERIFY WITH SURVEY THE EXISTING CONDITIONS WHICH

INCLUDE BUT ARE NOT LIMITED TO THE UTILITIES (WATER,

STORM, SANITARY SEWER, ETC.) COMMUNICATION LINES AND

DUCTS, POWER LINES AND DUCTS, ETC. THIS SHOULD BE

DONE PRIOR TO START OF CONSTRUCTION AND NOTIFY

SLCDA OF ANY DISCREPANCIES. NO SEPARATE PAYMENT WILL

BE MADE FOR SURVEY. ALL SURVEY WORK REQUIRED PER

THE CONTRACT DOCUMENTS PERFORMED THROUGHOUT THE

DURATION OF THE PROJECT IS TO BE CONSIDERED

INCIDENTAL TO MOBILIZATION UNLESS OTHERWISE CALLED

FOR DIRECTLY IN THE SPECIFICATION. IN SUCH CASE, IT IS TO

BE CONSIDERED INCIDENTAL TO THAT SPECIFICATION.

8. CONTRACTOR TO INSTALL AND MAINTAIN EROSION CONTROL

MEASURES PER APWA 015700 PRIOR TO LAND DISTURBING

ACTIVITIES.

N 2300 W STREET

EXISTING PARKING LOT

EXISTING

PARKING LOT

EXISTING AOA

FENCE (TYP.)

TAXIWAY

TA

XI

W

AY

GP0.01

4OVERALL SITE PLAN

PROPOSED 2300 W STREET

LEGEND

ASPHALT PAVEMENT WITH CONCRETE CURB

AND GUTTER

ASPHALT PAVEMENT REMOVAL

CURB AND GUTTER REMOVAL

SIDEWALK REMOVAL

4" ASPHALT MILL

(DETAIL 2/C5.02)

FUTURE HANGAR LEASE LINE

*SEE SHEET G0.01 FOR ANY SYMBOLS NOT

REPRESENTED IN THIS LEGEND.

http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com

GENERAL NOTES

1. PRIOR TO CONSTRUCTION, THE CONTRACTOR MUST PROVIDE SLCDA WITH A SURVEY VERIFYING EXISTING ELEVATIONS. THE SURVEY MUST BE PERFORMED USING SPECIFIED PROJECT CONTROL. THIS SURVEY WILL BE USED TO DETERMINE IF ANY MODIFICATIONS TO DESIGN GRADES ARE REQUIRED. THROUGHOUT THE PROJECT, ANY DISCREPANCIES IN EXISTING CONDITIONS MUST BE REPORTED TO SLCDA PRIOR TO CONSTRUCTION. THIS SURVEY MUST BE CONSIDERED INCIDENTAL TO CONSTRUCTION AND NO SEPARATE PAYMENT WILL BE MADE. SEE UDOT 01721 SPECIFICATION "SURVEY" FOR ADDITIONAL

SURVEY INFORMATION.

2. DURING CONSTRUCTION, THE CONTRACTOR MUST MINIMIZE DISTURBANCES TO ALL CONSTRUCTION AREAS AND ACCESS ROUTES. THIS INCLUDES EQUIPMENT AND VEHICULAR RUTS CREATED IN ANY PAVEMENTS, OR ANY HAUL/ACCESS ROADS. THE CONTRACTOR MUST BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES OR ROADS. REPAIRS MUST BE MADE AT NO ADDITIONAL COST TO THE OWNER AND TO THE SATISFACTION OF SLCDA. ALL AREAS OUTSIDE OF THE PROJECT CONSTRUCTION LIMITS THAT ARE DISTURBED BY CONTRACTOR MUST BE RESTORED WITH MATERIALS AND CONSTRUCTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. THE APPLICABLE SPECIFICATIONS MUST APPLY AS DETERMINED BY SLCDA.

3. PRELIMINARY PERMITTING INFORMATION WILL BE SUBMITTED BY THE CONTRACTOR TO SALT LAKE CITY DEPARTMENT OF AIRPORTS PRIOR TO AWARD OF CONTRACT. SPECIFIC ITEMS THAT WILL NEED TO BE COMPLETED BY THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO, SUPPLYING NECESSARY BONDING, AND PAYMENT OF ALL FEES PRIOR TO AWARD. CONTRACTOR MUST BE RESPONSIBLE FOR ENSURING ALL NECESSARY PERMITS HAVE BEEN

OBTAINED PRIOR TO START OF WORK.

4. ALL WASTE MATERIALS MUST BE REMOVED FROM THE AIRPORT PROPERTY AT NO COST TO THE OWNER UNLESS OTHERWISE DIRECTED BY THE OWNER. THE EXCEPTION IS ANY EXCESS EXCAVATION MUST BE HAULED TO THE AIRPORT STOCKPILE AS LOCATED ON THE PLANS.

5. PRIOR TO THE NOTICE TO PROCEED, THE CONTRACTOR MUST SUBMIT A QUALITY CONTROL PLAN WHICH INCLUDES A WORK SCHEDULE AND PROPOSED

CONSTRUCTION METHODS CONSISTENT WITH THE PHASING PLAN STATED IN THE DESIGN.

6. DURING CONSTRUCTION, THE CONTRACTOR MUST COMPLY WITH THE SLCDA "CONSTRUCTION SAFETY AND SECURITY COMPLIANCE MANUAL" (CSSCM). THE

CSSCM IS INCORPORATED AS PART OF THE BID DOCUMENTS.

7. IN ADDITION TO VERIFYING EXISTING UTILITIES (SEE NOTE 7 ON SHEET GP0.01), THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES.

REPAIRS DEEMED NECESSARY BY SLCDA WILL BE COMPLETED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THIS MUST INCLUDE ANY

NECESSARY POTHOLING.

8. BEFORE ESTABLISHING SITE ACCESS AND HAUL ROUTES, THE CONTRACTOR MUST OBTAIN APPROVAL FROM SLCDA. WHEN POSSIBLE, ACCESS/HAUL ROUTES MUST UTILIZE EXISTING ROADS. THE CONTRACTOR MUST MAINTAIN AIRPORT SECURITY AT ALL TIMES.

9. THE CONTRACTOR SHOULD EXPECT TO ENCOUNTER WATER IN JUNCTION BOXES AND STRUCTURES. THE CONTRACTOR WILL BE RESPONSIBLE FOR

DEWATERING AT NO ADDITIONAL COST TO THE OWNER.

10. THE CONTRACTOR MUST HAVE A MINIMUM OF ONE (1) CURRENT COPY OF THE APPROVED PLANS (INCLUDING ANY CHANGE ORDERS, SUPPLEMENTAL AGREEMENTS, FIELD DIRECTIVES, ETC.), ONE (1) CURRENT COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB, ON SITE AT ALL TIMES WHEN CONSTRUCTION ACTIVITIES ARE TAKING PLACE.

11. CONTRACTOR MUST MAINTAIN EMERGENCY ACCESS THROUGH PROJECT SITE AT ALL TIMES. ALL ROADWAYS (TEMPORARY OR PERMANENT) MUST BE

MAINTAINED BY CONTRACTOR.

12. ALL CONTRACTOR EMPLOYEES ARE REQUIRED TO PARK IN THE CONTRACTORS DESIGNATED STAGING AREA ONLY.

13. THE CONTRACTOR MUST PROVIDE, AT ALL TIMES, A MINIMUM OF ONE SELF PROPELLED PICKUP VACUUM SWEEPER TO CONTINUOUSLY CLEAN THE SURFACE OF THE PARKING LOT AND ROADWAYS OF ANY FOREIGN OBJECT DEBRIS (FOD) THAT MAY RESULT FROM HAULING ACTIVITIES OR ANY OTHER CONSTRUCTION OPERATIONS. ADDITIONAL SWEEPERS MAY BE REQUIRED TO EXPEDITE THE CLEANING PROCESS OR TO MAINTAIN MULTIPLE WORK SITES. THE TYPE AND

NUMBER OF SWEEPERS ARE SUBJECT TO THE APPROVAL OF SLCDA.

14. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REPAIR OF ANY PAVEMENT, PAVEMENT MARKINGS, LIGHTING, UTILITIES, MANHOLES, SIGNAGE, OR ANY

OTHER INFRASTRUCTURE DAMAGED DUE TO CONSTRUCTION ACTIVITIES.

15. ALL WATER REQUIRED BY THE CONTRACTOR THAT IS OBTAINED FROM A SALT LAKE CITY SOURCE MUST BE METERED AND PAID FOR BY THE CONTRACTOR.

THE CONTRACTOR WILL BE REQUIRED TO OBTAIN A HYDRANT METER PERMIT FROM SALT LAKE CITY PUBLIC UTILITIES. ANY DAMAGE TO THE HYDRANT AS A RESULT OF THE CONTRACTOR'S OPERATIONS WILL BE REPAIRED AT THE CITY'S DISCRETION WITH THE ACTUAL COST OF SUCH REPAIRS BILLED TO THE

CONTRACTOR.

16. CONTRACTOR IS SUBJECT TO SALT LAKE CITY PUBLIC UTILITIES HYDRANT USE RULES, REGULATIONS AND FINES FOR VIOLATION. THE CONTRACTOR MUST

ARRANGE BILLING FOR WATER USE THROUGH SALT LAKE CITY PUBLIC UTILITIES.

17. CRAWLER TRACKED VEHICLES MUST NOT BE ALLOWED ON PAVED SURFACES. TRACKED VEHICLES MUST BE MOVED ACROSS PAVED SURFACES ON A

WHEELED VEHICLE.

18. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST COORDINATE WITH THE LOCAL UTILITY LOCATION CENTER (BLUE STAKES OF UTAH). ALSO, THE CONTRACTOR MUST COORDINATE WITH THE AIRPORT AND FAA FOR LOCATION OF PRIVATELY OWNED UTILITIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. PRIOR TO CONSTRUCTION, THE CONTRACTOR MUST VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.

19. THE CONTRACTOR MUST COORDINATE AND COOPERATE WITH THE FAA, AIRPORT, CITY, COUNTY, AND ALL UTILITY COMPANIES INVOLVED, WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, AND TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY

UTILITY SERVICE.

20. THE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF SAFETY AND SECURITY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, AND TRAFFIC CONTROL.

21. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR

SPECIFICATIONS, THE CONTRACTOR MUST CONTACT SLCDA IMMEDIATELY.

22. ALL REFERENCES TO ANY PUBLISHED STANDARDS REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE.

23. THE CONTRACTOR MUST COMPLY WITH ALL TERMS AND CONDITIONS OF THE UTAH PERMIT FOR STORM WATER DISCHARGE, THE STORM WATER MANAGEMENT PLAN, THE EROSION CONTROL PLAN, AND ALL REQUIREMENTS OF THE LOCAL DRAINAGE AUTHORITY.

24. ALL STRUCTURAL EROSION CONTROL MEASURES MUST BE INSTALLED, AT THE LIMITS OF CONSTRUCTION, PRIOR TO ANY OTHER GROUND-DISTURBING ACTIVITY. ALL EROSION CONTROL MEASURES MUST BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR, UNTIL SUCH TIME AS THE ENTIRE DISTURBED

AREA IS STABILIZED WITH HARD SURFACE OR LANDSCAPING.

QUANTITIES

1. ALL STATED QUANTITIES ARE CONSIDERED APPROXIMATE. ACTUAL QUANTITIES FOR DETERMINING PAYMENT WILL BE DETERMINED BY SLCDA FROM WORK

IN-PLACE.

2. ACTUAL RATES OF APPLICATION WILL BE DETERMINED BY SLCDA.

3. THE PROJECT PAY ITEMS PROVIDED ARE TO BE INCLUSIVE OF ALL WORK TO BE PERFORMED AS SHOWN IN THE CONTRACT DOCUMENTS. ALL WORK NOT IDENTIFIED WITH A SPECIFIC PAY ITEM IS TO BE CONSIDERED REQUIRED WORK TO COMPLETE THE PROJECT AND IS TO BE INCIDENTAL TO THE COST OF

PROJECT PAY ITEMS PROVIDED.

4. ALL PAVEMENT REMOVAL WILL BE MEASURED AND PAID TO NEAT LINE DIMENSIONS.

5. IF THE CONTRACTOR CHOOSES TO OVERBUILD PAVEMENT SECTIONS BEYOND THE DIMENSIONS SHOWN ON THE PLANS FOR CONSTRUCTABILITY, NO

PAYMENT WILL BE MADE FOR THIS ADDITIONAL MATERIAL.

6. THE FOLLOWING VALUES/ASSUMPTIONS WERE USED TO CALCULATE ESTIMATED QUANTITIES:

A.A. ASPHALT PAVEMENT REMOVAL IS BASED ON SQUARE YARD REGARDLESS OF ASPHALT DEPTH.

A.B. CONCRETE PAVEMENT IS BASED ON SQUARE YARD REGARDLESS OF DEPTH.

CONTRACTOR COORDINATION

1. CONTRACTOR MUST COORDINATE WITH OTHER CONTRACTORS ON ANY CONSTRUCTION PROJECTS ADJACENT TO THE SITE.

CONTRACTOR LIABILITIES

1. IN THE EVENT THAT AN EMPLOYEE OF THE CONTRACTOR VIOLATES A SAFETY PROVISION, THEY WILL BE PROHIBITED FROM RETURNING TO WORK WITHOUT REMEDIAL SAFETY TRAINING AND APPROVAL FROM SLCDA. VIOLATIONS MAY BE DEEMED AS JUST AND SUFFICIENT CAUSE TO REQUIRE THE EMPLOYEE TO BE PERMANENTLY REMOVED FROM THE JOB SITE. FOR THE CONTRACTOR'S VIOLATION OF THE SECURITY IDENTIFICATION DISPLAY AREA (SIDA), THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL PENALTIES ISSUED BY THE TRANSPORTATION SECURITY ADMINISTRATION (TSA) AND FOR ALL COSTS AND

DELAYS CAUSED BY SAFETY VIOLATIONS.

2. CONSTRUCTION PERSONNEL DRIVING ERRATICALLY ON THE AIRPORT, EXCEEDING THE SPEED LIMIT, OR VIOLATING ANY OTHER AIRPORT DRIVING RULE OR SAFETY REGULATION, AT A MINIMUM, WILL BE REMOVED FROM THE PROJECT PERMANENTLY. AIRPORT OPERATIONS CAN REMOVE ANY CONTRACTOR PERSONNEL, AT ANY TIME, FOR ANY DURATION, DUE TO A SAFETY VIOLATION. AIRPORT OPERATIONS WILL REPORT ANY OCCURRENCES TO THE

CONTRACTORS AND SLCDA.

3. NON-COMPLIANCE BY THE CONTRACTOR WITH AIRPORT RULES AND REGULATIONS OR FAILURE TO COMPLY WITH, AIRPORT SECURITY REGULATIONS, VEHICLE SPEED RESTRICTIONS AND ANY OTHER APPLICABLE AIRPORT REGULATION MAY RESULT IN FINES AS ALLOWED BY LAW AS WELL AS THE REMOVAL

OF THE CONTRACTOR PERSONNEL FROM THE WORK SITE.

MANAGEMENT DIVISION

SALT LAKE CITY

SALT LAKE CITY, UT. 84114-5550

DEPARTMENT OF AIRPORTS

P.O. BOX 145550 OF

DESIGN & CONSTRUCTION SALT LAKE CITY INTERNATIONAL AIRPORTDESIGNED

DRAWN

CHECKED

APPROVED

DATE

DATE

DATE

DATE

DATE

02/06/2026

02/06/2026

02/06/2026

02/06/2026

02/06/2026

REVISIONS

No. DATE APVBYREMARKS

PROJECT

DRAWING

SHEET

542605

ISSUED FOR

CONSTRUCTION

10876 S RIVER FRONT PKWY

SUITE 250

SOUTH JORDAN, UT 84095

T 385-274-5800 I www.wsp.com

WSP USA INC.

UTAH

LICENSE NO. 11-1531569 2300 WEST REALIGNMENT GP0.02

5CONSTRUCTION SAFETY AND PHASING NOTES -

SHEET 1 OF 2

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SAFETY REQUIREMENTS DURING CONSTRUCTION

1. COORDINATION

- ALL COORDINATION WILL TAKE PLACE THROUGH SLCDA ENGINEERING.

- SLCDA MAY ORDER THE CONTRACTOR TO SUSPEND OPERATIONS; MOVE PERSONNEL, EQUIPMENT, AND MATERIALS TO A SAFE LOCATION; BARRICADE

ANY OPEN TRENCHES; AND STAND BY SHOULD THE OPERATIONAL NEED TO DO SO ARISE.

- THE CONTRACTOR MUST COORDINATE CONSTRUCTION VEHICLE TRAFFIC WITH SLCDA.

2. PHASING

- SEE SHEETS GP0.01 TO GP5.01 FOR PHASING OF THIS PROJECT.

- SLCDA ENGINEERING WILL APPROVE A SCHEDULE FOR CONSTRUCTION OF EACH PHASE PRIOR TO ANY CONSTRUCTION.

- CONTRACTOR MUST NOTIFY SLCDA ENGINEERING IN WRITING OF ANY CHANGE IN SCHEDULE IS NECESSARY. REQUESTS FOR CHANGES IN SCHEDULE

SHALL BE APPROVED BY SLCDA ENGINEERING.

- SLCDA RESERVES THE RIGHT TO CANCEL ANY HAULING OPERATION FOR AIRPORT OPERATIONAL NEED OR DUE TO CLEANLINESS.

3. AREAS AND OPERATIONS AFFECTED BY THE CONSTRUCTION ACTIVITY

- AREAS AFFECTED BY CONSTRUCTION OPERATIONS SHALL BE DELINEATED WITH BARRICADES AND/OR SIGNAGE AS REQUIRED BY THE CONSTRUCTION

SAFETY DRAWINGS AND IN ACCORDANCE WITH THE CONSTRUCTION SAFETY AND SECURITY COMPLIANCE MANUAL.

4. CONTRACTOR ACCESS

- CONTRACTOR MOVEMENT SHALL BE RESTRICTED TO THE ACCESS ROUTES AS SHOWN ON SHEET GP0.04 AND GP1.00.

- CONTRACTOR, SUBCONTRACTOR, AND SUPPLIER EMPLOYEES OR ANY UNAUTHORIZED PERSONS MUST BE RESTRICTED FROM ENTERING AN AIRPORT

AREA THAT WOULD BE CONSIDERED HAZARDOUS.

5. HAZARDOUS MATERIAL (HAZMAT) MANAGEMENT

- CONTRACTOR SHALL NOTIFY SLCDA ENGINEERING IF HAZARDOUS MATERIAL IS ENCOUNTERED ON THIS PROJECT.

- ANY HAZARDOUS OR REGULATED WASTE MATERIAL PRODUCED BY THE CONTRACTOR MUST BE PROPERLY DISPOSED OF AT THE CONTRACTOR'S EXPENSE ACCORDING TO ALL LOCAL, STATE, AND FEDERAL REGULATIONS. ALL SPILLS OR REGULATED HAZARDOUS MATERIALS ENCOUNTERED SHALL

BE REPORTED TO THE SLCDA ENVIRONMENTAL DEPARTMENT FOR TRACKING.

- ANY WASTE FROM EXCAVATION WILL NEED TO BE DISPOSED OF ON-SITE AT LOCATION AS SHOWN ON GP0.04.

6. NOTIFICATION OF CONSTRUCTION ACTIVITIES

AGENCY TELEPHONE NUMBER WORK HOURS

EMERGENCY - POLICE/FIRE/RESCUE 911 24 HOURS

AIRPORT OPERATIONS MANAGER (801) 209-1571

AIRPORT CONTROL CENTER (801) 575-2401

AIRPORT ENGINEERING (801) 575-2900 8 AM - 4:30 PM

AIRPORT PROPERTIES (801) 575-2957

AIRPORT SECURITY (801) 575-2401

AIRPORT BADGING OFFICE (801) 575-2423 8:15 AM - 4 PM

- THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS, PROVISIONS, AND PROCEDURES OUTLINED IN THE CONSTRUCTION SAFETY AND SECURITY

COMPLIANCE MANUAL (CSSCM).

- INSPECT ALL CONSTRUCTION AND STORAGE AREAS AS OFTEN AS NECESSARY TO BE AWARE OF ALL CONDITIONS.

- PROMPTLY TAKE ALL ACTIONS NECESSARY TO PREVENT OR REMEDY ANY UNSAFE OR POTENTIALLY UNSAFE CONDITIONS AS SOON AS THEY ARE

DISCOVERED.

7. FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT

- THE CONTRACTOR SHALL PROVIDE THEIR OWN EQUIPMENT FOR VEHICLE AND EQUIPMENT WASHING, CLEAN UP, AND VACUUM SWEEPING.

- IMMEDIATE ACCESS TO A POWER VACUUM SWEEPER/BROOM IS REQUIRED WHEN CONSTRUCTION OCCURS ON ANY PAVEMENT AREA, UNLESS AN

APPROPRIATE ALTERNATIVE HAS BEEN APPROVED BY SLCDA.

- WASTE AND LOOSE MATERIAL MUST BE REMOVED CONTINUOUSLY DURING THE PROJECT.

- THE AIRPORT ENVIRONMENT REQUIRES A HIGH DEGREE OF CARE TO CONTROL DEBRIS AND DUST. SPILLED MATERIALS ON ROADWAYS SHALL BE CLEANED IMMEDIATELY. DUST FROM CONSTRUCTION OPERATIONS CAN AFFECT VISIBILITY FOR PILOTS. AS SUCH, DUST CONTROL MEASURES SHALL BE

IMPLEMENTED AND ANY ISSUES SHALL BE IMMEDIATELY REMEDIED.

- CONTRACTOR SHALL CONTINUOUSLY MONITOR SITE AND PICK UP LOOSE MATERIALS TO PREVENT BLOWING OR BECOMING A HAZARD TO THE PUBLIC.

- NO EQUIPMENT, TENTS OR ANY OTHER TYPE OF CONSTRUCTION SHALL BE LEFT UP TO BE CAUGHT BY WIND AND CAUSE DAMAGE TO VEHICLES OR THE

PUBLIC.

8. INSPECTION REQUIREMENTS

- SLCDA WILL INSPECT THE PROJECT PRIOR TO CONSTRUCTION PERSONNEL AND CLEANUP EQUIPMENT LEAVING THE PROJECT SITE DAILY.

- THE CONTRACTOR SHALL COMPLETE A DAILY INSPECTION FOR SAFETY ON THE CONSTRUCTION SITE.

- THE CONTRACTOR, SLCDA ENGINEERING, AND AIRPORT OPERATIONS SHALL PERFORM ONSITE INSPECTIONS THROUGHOUT THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL IMMEDIATELY REMEDY ANY DEFICIENCIES, WHETHER CAUSED BY NEGLIGENCE, OVERSIGHT, OR PROJECT SCOPE

CHANGE.

9. MARKING AND SIGNS FOR ACCESS ROUTES

- THE CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGES THAT OCCUR DUE TO INADEQUATELY MAINTAINED HAUL ROUTES. WHEN REQUIRED BY SLCDA, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE TRAFFIC SIGNAGE THAT CONFORMS TO THE MUTCD STANDARDS. CONTRACTOR'S HAUL ROUTES

MUST BE RESTORED TO THEIR ORIGINAL CONDITION AT THE COMPLETION OF THE PROJECT.

- TEMPORARY LIGHT PLANTS USED IN CONJUNCTION WITH NIGHTTIME WORK CANNOT BE LOCATED IN SUCH A MANNER AS TO BE AN OBSTRUCTION OR IN ADDITION, THESE LIGHT PLANTS CANNOT BE LOCATED WHERE THE GLARE OF THE LIGHT WILL CAUSE VISUAL OR PHYSICAL INTERFERENCE TO

OPERATING AIRCRAFT.

10. HAZARD MARKINGS AND LIGHTINGS

- THE CONTRACTOR SHALL HAVE AN INDIVIDUAL ON CALL 24 HOURS A DAY TO MAINTAIN ALL BARRICADES USED TO DELINEATE CONSTRUCTION AND

HAZARDOUS AREAS IN FULLY OPERATIONAL CONDITION. LIGHTS, FLAGS, AND REFLECTORIZED PANELS SHALL BE MAINTAINED AND IN GOOD, CLEAN OPERATING CONDITION AT ALL TIMES. BROKEN LIGHTS, REFLECTORIZED PANELS, WORN OR TATTERED FLAGS SHALL BE REPLACED IN A TIMELY MANNER BY THE CONTRACTOR AT THEIR EXPENSE OR CONSTRUCTION ACTIVITIES MAY BE RESTRICTED OR CEASED. LIGHTS AND FLAGS SHALL BE SECURELY ATTACHED TO THE BARRICADES AS SHOWN IN DETAILS. WATER FILLED BARRICADES SHALL BE MAINTAINED AND KEPT FULL OF WATER, OR, IN COLD

WEATHER, AN APPROVED MATERIAL.

- ANY STAGING AREAS USED MUST BE LEFT ENVIRONMENTALLY CLEAN DURING AND AT THE COMPLETION OF THE CONSTRUCTION PROJECT. THIS INCLUDES KEEPING THE AREA CLEAN OF DEBRIS, OIL SPILLS AND OTHER UNDESIRABLE ELEMENTS. ANY HAZARDOUS OR REGULATED WASTE MATERIAL PRODUCED BY THE CONTRACTOR MUST BE PROPERLY DISPOSED OF AT THE CONTRACTOR'S EXPENSE ACCORDING TO ALL LOCAL, STATE AND FEDERAL REGULATIONS. ALL SPILLS OR REMOVAL OF REGULATED OR HAZARDOUS MATERIAL SHALL BE REPORTED TO THE SLCDA ENVIRONMENTAL DEPARTMENT

FOR TRACKING.

11. AIRPORT SECURITY

- THE CONTRACTOR SHALL ADHERE TO AIRPORT SECURITY REQUIREMENTS AT ALL TIMES.

- SAFETY AND SECURITY PRECAUTIONS ARE NECESSARY AT THE AIRPORT. FAILURE OF THE CONTRACTOR TO ADHERE TO PRESCRIBED REQUIREMENTS MAY HAVE CONSEQUENCES THAT JEOPARDIZE THE HEALTH, SAFETY, OR LIVES OF CUSTOMERS AND EMPLOYEES AT THE AIRPORT. THEREFORE, WHEN THE CONTRACTOR IS FOUND TO BE IN VIOLATION OF SAFETY, SECURITY, BADGING/LICENSING REQUIREMENTS OR ANY OTHER PROCEDURE, THE

CONTRACTOR MAY BE SUBJECT TO CRIMINAL CHARGES.

12. OTHER LIMITATION ON CONSTRUCTION

- THE FOLLOWING RESTRICTIONS WILL BE IN PLACE DURING THE CONSTRUCTION OF THIS PROJECT UNLESS OTHERWISE ACCEPTED BY WRITTEN

AUTHORIZATION:

A. OPEN-FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE SAFETY PRECAUTIONS ARE PROVIDED AND

APPROVED BY SLCDA ENGINEERING AND AIRPORT OPERATIONS.

B. OPEN TRENCHES, EXCAVATIONS, AND STOCKPILED MATERIALS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED, LIGHTED, AND

BARRICADED OFF DURING PERIODS OF DARKNESS OR RESTRICTED VISIBILITY.

C. CLOSED, DEFECTIVE, OR HAZARDOUS AREAS SHALL BE MARKED, LIGHTED, AND BARRICADED OFF AS DESIGNATED ON THE PLANS, AS DIRECTED BY

SLCDA, OR AS OTHERWISE NECESSARY TO PREVENT ANY INADVERTENT ACCESS.

D. SLCDA RESERVES THE RIGHT TO REVIEW THE CONTRACTOR'S SAFETY PROGRAM/RECORD, ATTEND CONSTRUCTION SAFETY MEETINGS, AND REGULARLY INSPECT WORK SITES TO ENSURE COMPLIANCE WITH THE CONSTRUCTION SAFETY AND COMPLIANCE MANUAL. SEE THE FOLLOWING LINK

TO REFERENCE THE CONSTRUCTION SAFETY AND SECURITY COMPLIANCE MANUAL:

HTTPS://SLCAIRPORT.COM/ASSETS/PDFDOCUMENTS/CONSTRUCTIONSAFETYMANUAL.PDF

IN THE EVENT OF AN EMERGENCY, THE CONTRACTOR SHALL NOTIFY AIRPORT EMERGENCY, AS WELL AS SLCDA ENGINEERING AND AIRPORT

OPERATIONS.

MANAGEMENT DIVISION

SALT LAKE CITY

SALT LAKE CITY, UT. 84114-5550

DEPARTMENT OF AIRPORTS

P.O. BOX 145550 OF

DESIGN & CONSTRUCTION SALT LAKE CITY INTERNATIONAL AIRPORTDESIGNED

DRAWN

CHECKED

APPROVED

DATE

DATE

DATE

DATE

DATE

02/06/2026

02/06/2026

02/06/2026

02/06/2026

02/06/2026

REVISIONS

No. DATE APVBYREMARKS

PROJECT

DRAWING

SHEET

542605

ISSUED FOR

CONSTRUCTION

10876 S RIVER FRONT PKWY

SUITE 250

SOUTH JORDAN, UT 84095

T 385-274-5800 I www.wsp.com

WSP USA INC.

UTAH

LICENSE NO. 11-1531569 2300 WEST REALIGNMENT GP0.03

6CONSTRUCTION SAFETY AND PHASING NOTES -

SHEET 2 OF 2

http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com

SALT LAKE CITY, UT. 84114-5550

DEPARTMENT OF AIRPORTS

P.O. BOX 145550 OF

DESIGN & CONSTRUCTION SALT LAKE CITY INTERNATIONAL AIRPORTDESIGNED

DRAWN

CHECKED

APPROVED

DATE

DATE

DATE

DATE

DATE

02/06/2026

02/06/2026

02/06/2026

02/06/2026

02/06/2026

REVISIONS

No. DATE APVBYREMARKS

PROJECT

DRAWING

SHEET

542605

ISSUED FOR

CONSTRUCTION

10876 S RIVER FRONT PKWY

SUITE 250

SOUTH JORDAN, UT 84095

T 385-274-5800 I www.wsp.com

WSP USA INC.

UTAH

LICENSE NO. 11-1531569 2300 WEST REALIGNMENT

PROJECT AREA

N

00 600' 1200'300'

HORIZONTAL SCALE 1"=600'

LEGEND

GP0.04

7OFF-SITE HAUL ROUTE PLAN

I-215

N

2200 W

N

3200 W

N

PROJECT LOCATION

OFF-SITE SOIL

STOCKPILE LOCATION

OFF-SITE SOIL STOCKPILE AREA

PROPOSED HAULING ROUTE

POTENTIAL MILLINGS

STOCKPILE LOCATION

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2025 M icrosoft Corporation © 2025 M axar ©

CN

ES (2025) D

istribution Airbus D

S ©

2025 TM

AP M

O

BILITY Earthstar Geograph

MANAGEMENT DIVISION

SALT LAKE CITY

SALT LAKE CITY, UT. 84114-5550

DEPARTMENT OF AIRPORTS

P.O. BOX 145550 OF

DESIGN & CONSTRUCTION SALT LAKE CITY INTERNATIONAL AIRPORTDESIGNED

DRAWN

CHECKED

APPROVED

DATE

DATE

DATE

DATE

DATE

02/06/2026

02/06/2026

02/06/2026

02/06/2026

02/06/2026

REVISIONS

No. DATE APVBYREMARKS

PROJECT

DRAWING

SHEET

542605

ISSUED FOR

CONSTRUCTION

10876 S RIVER FRONT PKWY

SUITE 250

SOUTH JORDAN, UT 84095

T 385-274-5800 I www.wsp.com

WSP USA INC.

UTAH

LICENSE NO. 11-1531569 2300 WEST REALIGNMENT

STAGING, STORING, PARKING AREA,

AND CONTRACTOR LAYDOWN AREA

PHASE 1

PHASE 2

HAUL ROUTE

PHASE ID

FUTURE HANGAR LEASE LINE

PHASE NOTES:

1. CONSTRUCTION SCHEDULE COORDINATION TO OCCUR

PRIOR TO CONSTRUCTION NTP.

2. CONTRACTOR MUST COORDINATE THE PLACEMENT AND

LOCATION OF ALL CONSTRUCTION BARRICADES FOR

EACH PHASE WITH SLCDA AIRPORT PERSONNEL PRIOR TO

THE START OF EACH CONSTRUCTION AREA.

3. THE COMPLETED CONSTRUCTION AS SHOWN ON THE

PHASING PLANS ASSUMES CHRONOLOGICAL COMPLETION.

4. STAGING AREA MUST BE COMPLETED PRIOR TO START OF

CONSTRUCTION.

5. CONTRACTOR TO COORDINATE ANY STAGING AREA

SECURITY MEASURES WITH SLCDA.

6. HAUL ROUTE SHOWN IS AN APPROXIMATE LOCATION.

CONTRACTOR TO COORDINATE EXACT HAUL ROUTE WITH

SLCDA. CONTRACTOR MUST USE CARE AS TO NOT HIT ANY

VEHICLES OR OBJECTS ALONG THE PATH WHILE ENTERING

OR EXITING THE STAGING AREA. CONTRACTOR TO

CLEARLY DELINEATE THE HAUL ROUTE USING A METHOD

APPROVED BY SLCDA.

7. CONTRACTOR MUST PROVIDE TRAFFIC CONTROL IN

ACCORDANCE WITH SPECIFICATION P-148.

N

60' 120'30'0

HORIZONTAL SCALE 1"=60'

LEGEND

N 2360 W

W

N

STAGING AREA

TAXIWAY

TA

XI

W

AY

N 2300 W STREET

GP1.00

8OVERALL PHASING PLAN

EXISTING AOA

FENCE (TYP.)

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SALT LAKE CITY, UT. 84114-5550

DEPARTMENT OF AIRPORTS

P.O. BOX 145550 OF

DESIGN & CONSTRUCTION SALT LAKE CITY INTERNATIONAL AIRPORTDESIGNED

DRAWN

CHECKED

APPROVED

DATE

DATE

DATE

DATE

DATE

02/06/2026

02/06/2026

02/06/2026

02/06/2026

02/06/2026

REVISIONS

No. DATE APVBYREMARKS

PROJECT

DRAWING

SHEET

542605

ISSUED FOR

CONSTRUCTION

10876 S RIVER FRONT PKWY

SUITE 250

SOUTH JORDAN, UT 84095

T 385-274-5800 I www.wsp.com

WSP USA INC.

UTAH

LICENSE NO. 11-1531569 2300 WEST REALIGNMENT

N

00 40' 80'20'

HORIZONTAL SCALE 1"=40'

N 2360 W

MAJOR WORK ITEMS:

1. CONSTRUCTION SAFETY & PHASING MEASURES

2. EROSION AND SEDIMENT CONTROL MEASURES

3. UTILITY CONSTRUCTION

4. GRADING AND DRAINAGE

5. PROPOSED ROADWAY CONSTRUCTION

6. PAVEMENT MARKING

7. SEEDING

PHASE NOTES:

1. CONTRACTOR MUST COORDINATE THE

PLACEMENT AND LOCATION OF ALL

CONSTRUCTION BARRICADES FOR EACH

PHASE WITH SLCDA AIRPORT PERSONNEL

PRIOR TO THE START OF EACH

CONSTRUCTION AREA.

2. CONTRACTOR IS RESPONSIBLE FOR THE

MAINTENANCE AND RESTORATION OF THE

HAUL ROUTES.

3. USING ACCESS POINTS OTHER THAN THOSE

OUTLINED WILL REQUIRE APPROVAL FROM

SLCDA.

4. PAINT MARKING PLACEMENT TO BE LAST

CONSTRUCTION ACTIVITY IN THE PHASE.

5. CONTRACTOR MUST INSTALL STABILIZED

CONSTRUCTION ENTRANCE IN ORDER TO

PREVENT TRACKING MUD/DEBRIS ONTO

ROADS.

6. STOCKPILES MUST NOT BE HIGHER THAN 15'.

7. PHASING MAY BE CHANGED WITH

APPROVAL OF SLCDA.

8. CONTRACTOR MUST COORDINATE WITH

SLCDA AND BUILDING TENANTS TO MAINTAIN

ACCESS DURING ALL PHASES OF WORK. IN

ADDITION, ACCESS TO 2360 W MUST BE

MAINTAINED.

STAGING AREA

STAGING, STORING, PARKING AREA,

AND CONTRACTOR LAYDOWN AREA

PHASE 1

HAUL ROUTE

PHASE ID

FUTURE HANGAR LEASE LINE

LEGEND

EXISTING AOA

FENCE (TYP.)

TAXIWAY

W

N

N 2300 W STREET

GP1.01

9CONSTRUCTION SAFETY AND PHASING PLAN -

PHASE 1

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SALT LAKE CITY, UT. 84114-5550

DEPARTMENT OF AIRPORTS

P.O. BOX 145550 OF

DESIGN & CONSTRUCTION SALT LAKE CITY INTERNATIONAL AIRPORTDESIGNED

DRAWN

CHECKED

APPROVED

DATE

DATE

DATE

DATE

DATE

02/06/2026

02/06/2026

02/06/2026

02/06/2026

02/06/2026

REVISIONS

No. DATE APVBYREMARKS

PROJECT

DRAWING

SHEET

542605

ISSUED FOR

CONSTRUCTION

10876 S RIVER FRONT PKWY

SUITE 250

SOUTH JORDAN, UT 84095

T 385-274-5800 I www.wsp.com

WSP USA INC.

UTAH

LICENSE NO. 11-1531569 2300 WEST REALIGNMENT

N

00 40' 80'20'

HORIZONTAL SCALE 1"=40'

N 2360 W

MAJOR WORK ITEMS:

1. CONSTRUCTION SAFETY & PHASING MEASURES

2. EROSION AND SEDIMENT CONTROL MEASURES

3. DEMOLITION OF EXISTING ROADWAY

4. ASPHALT PAVEMENT MILL AND OVERLAY

5. DEMOLITION OF EXISTING UTILITIES

6. PROPOSED UTILITY CONNECTIONS

7. CONSTRUCTION OF NEW CURB

8. GRADING AND DRAINAGE

9. SEEDING

STAGING, STORING, PARKING AREA,

AND CONTRACTOR LAYDOWN AREA

PHASE 2

HAUL ROUTE

PHASE ID

FUTURE HANGAR LEASE LINE

LEGEND

EXISTING AOA

FENCE (TYP.)

W

N

N 2300 W STREET

TAXIWAY

PHASE NOTES:

1. CONTRACTOR MUST COORDINATE THE

PLACEMENT AND LOCATION OF ALL

CONSTRUCTION BARRICADES FOR EACH

PHASE WITH SLCDA AIRPORT PERSONNEL

PRIOR TO THE START OF EACH

CONSTRUCTION AREA.

2. CONTRACTOR IS RESPONSIBLE FOR THE

MAINTENANCE AND RESTORATION OF THE

HAUL ROUTES.

3. USING ACCESS POINTS OTHER THAN THOSE

OUTLINED WILL REQUIRE APPROVAL FROM

SLCDA.

4. CONTRACTOR MUST INSTALL STABILIZED

CONSTRUCTION ENTRACE IN ORDER TO

PREVENT TRACKING MUD/DEBRIS ONTO

ROADS.

5. STOCKPILES MUST NOT BE HIGHER THAN 15'.

6. PHASING MAY BE CHANGED WITH

APPROVAL OF SLCDA.

7. CONTRACTOR MUST COORDINATE WITH

SLCDA AND BUILDING TENANTS TO MAINTAIN

ACCESS DURING ALL PHASES OF WORK. IN

ADDITION, ACCESS TO 2360 W MUST BE

MAINTAINED.

GP1.02

10CONSTRUCTION SAFETY AND PHASING PLAN -

PHASE 2

STAGING AREA

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SCALE:

GP5.01

UDOT TYPE III PANEL

NTS

5' MIN

1.82'

8" TO 12"

NOTES:

1. USE A MINIMUM OF 270 SQUARE INCHES OF RETROREFLECTIVE MATERIAL PLACED ON

BARRICADES AND VERTICAL PANELS. PLACE BARRICADES AND VERTICAL PANELS IN

SUCH A MANNER THAT THEY ARE VISIBLE TO APPROACHING TRAFFIC.

2. USE 6 INCH STRIPE WIDTH WHERE THE HEIGHT OF THE RETROREFLECTIVE MATERIAL

ON VERTICAL PANEL IS 36 INCHES OR MORE.

3. CONTRACTOR TO USE DOUBLE BALLAST (40 LBS TOTAL) FOR BARRICADES THAT WILL

REMAIN OVERNIGHT

4. UDOT VERTICAL PANELS MUST BE SPACED MAX 10' OR AS DIRECTED BY SLCDA.

MANAGEMENT DIVISION

SALT LAKE CITY

SALT LAKE CITY, UT. 84114-5550

DEPARTMENT OF AIRPORTS

P.O. BOX 145550 OF

DESIGN & CONSTRUCTION SALT LAKE CITY INTERNATIONAL AIRPORTDESIGNED

DRAWN

CHECKED

APPROVED

DATE

DATE

DATE

DATE

DATE

02/06/2026

02/06/2026

02/06/2026

02/06/2026

02/06/2026

REVISIONS

No. DATE APVBYREMARKS

PROJECT

DRAWING

SHEET

542605

ISSUED FOR

CONSTRUCTION

10876 S RIVER FRONT PKWY

SUITE 250

SOUTH JORDAN, UT 84095

T 385-274-5800 I www.wsp.com

WSP USA INC.

UTAH

LICENSE NO. 11-1531569 2300 WEST REALIGNMENT GP5.01

11CONSTRUCTION SAFETY AND PHASING DETAILS

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17+12

9+75 10+00 11+00 12+00 13+00

14+00 15+00

16+00 17+00

STA 9+97.16

OFF 177.87'R

STA 15+34.24

OFF 14.65'R

STA 16+37.38

OFF 9.65'L

STA 10+19.67

OFF 125.11'R

STA 10+19.41

OFF 223.10'R

STA 15+31.72

OFF 17.14'R

STA 15+34.34

OFF 10.15'L

STA 15+26.72

OFF 10.15'L

STA 14+14.92

OFF 12.05'R

STA 14+15.08

OFF 17.50'L

STA 14+16.99

OFF 0.00'

STA 15+26.67

OFF 0.00'

20.00'

STA 10+20.22

OFF 43.51'L

STA 10+19.88

OFF 58.10'R

STA 14+17.03

OFF 10.52'LSTA 14+16.96

OFF 10.00'R

STA 15+26.63

OFF 9.97'R

STA 10+08.48

OFF 50.94'R

STA 9+97.86

OFF 24.51'R

STA 9+93.62

OFF 29.50'R

STA 9+86.98

OFF 174.75'R

STA 9+93.62

OFF 167.20'R

STA 10+07.17

OFF 181.17'R

MANAGEMENT DIVISION

SALT LAKE CITY

SALT LAKE CITY, UT. 84114-5550

DEPARTMENT OF AIRPORTS

P.O. BOX 145550 OF

DESIGN & CONSTRUCTION SALT LAKE CITY INTERNATIONAL AIRPORTDESIGNED

DRAWN

CHECKED

APPROVED

DATE

DATE

DATE

DATE

DATE

02/06/2026

02/06/2026

02/06/2026

02/06/2026

02/06/2026

REVISIONS

No. DATE APVBYREMARKS

PROJECT

DRAWING

SHEET

542605

ISSUED FOR

CONSTRUCTION

10876 S RIVER FRONT PKWY

SUITE 250

SOUTH JORDAN, UT 84095

T 385-274-5800 I www.wsp.com

WSP USA INC.

UTAH

LICENSE NO. 11-1531569 2300 WEST REALIGNMENT

N

00 30' 60'15'

HORIZONTAL SCALE 1"=30'

W

N

N 2300 W STREET

CURB AND

GUTTER

REMOVAL

(TYP.)

SIDEWALK

REMOVAL

LEGEND

ASPHALT PAVEMENT REMOVAL

CURB AND GUTTER REMOVAL

SIDEWALK REMOVAL

4" ASPHALT MILL

(DETAIL 2/C5.02)

TRENCH BACKFILL

(DETAILS 1 & 2/UT5.01)

FUTURE HANGAR LEASE LINE

*SEE SHEETG0.01 FOR ANY SYMBOLS NOT

REPRESENTED IN THIS LEGEND.

ASPHALT

MILL AND

OVERLAY

EXISTING GAS LINE (TYP.) EXISTING SANITARY

SEWER (TYP.)

EXISTING LIGHT

POLE (TYP.)

EXISTING POWER

LINE (TYP.)

EXISTING STORM

DRAINAGE INLET (TYP.)

EXISTING STORM

DRAINAGE PIPE (TYP.)

EXISTING WATER

LINE (TYP.)

EXISTING AOA

FENCE (TYP.)

EXISTING CURB (TYP.)

EXISTING SANITARY

SEWER MANHOLE (TYP.)

EXISTING ASPHALT

PAVEMENT

EXISTING ASPHALT

PAVEMENT

EXISTING STORM

DRAINAGE MANHOLE (TYP.)

CD1.01

12DEMOLITION PLAN

NOTES:

1. SEE GP SERIES FOR CONSTRUCTION

SAFETY AND PHASING PLANS AND DETAILS.

2. SEE SHEET C1.01 FOR GEOMETRY PLAN.

3. SEE SHEETS C5.02 THROUGH C5.03 FOR

PAVING DETAILS.

4. SEE UT SERIES FOR UTILITY PLANS AND

DETAILS, AND FOR UTILITY DEMOLITION.

5. ALL ASPHALT AND CURB REMOVAL LIMITS

THAT ABUTT PAVEMENT TO REMAIN MUST

BE SAW CUT TO THE FULL DEPTH TO

PREVENT DAMAGE TO EXISTING PAVEMENT.

6. ALL DISTURBED AREAS INCLUDING THOSE

AFFECTED BY PAVEMENT REMOVAL MUST

BE GRADED TO DRAIN AND SEEDED IN

ACCORDANCE WITH SPECIFICATION T-901.

7. CUT AND CAP IRRIGATION LINES AT

REALIGNED 2300 WEST. INSTALL A 6" PVC

SLEEVE UNDER THE ROADWAY IN THE PARK

STRIP TERMINATING IN AN IRRIGATION BOX

ON EACH SIDE FOR FUTURE IRRIGATION.

SEE SHEET UT1.01 FOR UTILITY PLAN.

ASPHALT

MILL AND

OVERLAY

RELOCATE EXISTING

STREET SIGN ASPHALT PAVEMENT

REMOVAL

02/12/2026

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SS

http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com

S

DD

S

S

17+12

9+75 10+00 11+00 12+00 13+00

14+00 15+00

16+00 17+00

SEE CD1.01 - DEMOLITION PLAN FOR

EXISTING TO BE DEMOLISHED

STA: 10+20.22

OFF: 43.51'L

STA: 10+45.22

OFF: 18.50'L

STA: 10+44.92

OFF: 18.50'R

STA: 10+19.92

OFF: 43.43'R

STA: 13+71.82

OFF: 25.05'L

STA: 13+91.51

OFF: 22.87'L

STA: 14+14.02

OFF: 12.06'R

STA: 13+66.48

OFF: 17.46'R

STA: 14+16.96

OFF: 12.03'R

STA: 14+15.08

OFF: 17.50'L

STA: 15+32.39

OFF: 17.14'R

STA: 16+37.38

OFF: 9.65'L

CURVE MIDPOINT

STA: 16+08.00

OFF: 20.25'R

STA: 14+12.18

OFF: 12.56'L

STA: 15+66.08

OFF: 20.76'R

STA: 15+47.84

OFF: 17.22'R

STOP BAR

STA: 10+27.92

OFF: 22.12'L

STA: 10+29.92

OFF: 27.00'L

INSTALL SALVAGED STOP,

STREET NAME, AND NO-DRONE

ZONE SIGNS

MANAGEMENT DIVISION

SALT LAKE CITY

SALT LAKE CITY, UT. 84114-5550

DEPARTMENT OF AIRPORTS

P.O. BOX 145550 OF

DESIGN & CONSTRUCTION SALT LAKE CITY INTERNATIONAL AIRPORTDESIGNED

DRAWN

CHECKED

APPROVED

DATE

DATE

DATE

DATE

DATE

02/06/2026

02/06/2026

02/06/2026

02/06/2026

02/06/2026

REVISIONS

No. DATE APVBYREMARKS

PROJECT

DRAWING

SHEET

542605

ISSUED FOR

CONSTRUCTION

10876 S RIVER FRONT PKWY

SUITE 250

SOUTH JORDAN, UT 84095

T 385-274-5800 I www.wsp.com

WSP USA INC.

UTAH

LICENSE NO. 11-1531569 2300 WEST REALIGNMENT

N

00 30' 60'15'

HORIZONTAL SCALE 1"=30'

EXISTING 2300 WEST

N O

R

TH

LEGEND

ROADWAY PAVEMENT SECTION

ASPHALT MILL AND OVERLAY

TRENCH BACKFILL

(DETAILS 1 & 2/UT5.01)

FUTURE HANGAR LEASE LINE

*SEE SHEET G0.01 FOR ANY SYMBOLS NOT

REPRESENTED IN THIS LEGEND.

C1.01

13GEOMETRY PLAN

NOTES:

1. SEE GP SERIES FOR CONSTRUCTION

SAFETY AND PHASING PLANS AND DETAILS.

2. SEE SHEET CD1.01 FOR DEMOLITION PLAN.

3. SEE SHEETS C5.02 THROUGH C5.03 FOR

PAVING DETAILS.

4. SEE UT SERIES FOR UTILITY PLANS AND

DETAILS.

5. STATION AND OFFSET CALLOUTS ARE TO

TOP BACK OF CURB UNLESS OTHERWISE

NOTED.

C5.02

C5.02

3C 5.02

C5.02

30" STANDARD

CURB AND GUTTER

C5.03

30" STANDARD

CURB AND GUTTER

37.00'

24.50'

PROPOSED STORM

MANHOLE (TYP.)

PROPOSED CURB FACE INLET

R25.00'

R25.00'

R22.50'

R19.50' R3.50'

R55.00'

R50.00'

PROPOSED CLEANOUT BOX

PROPOSED CURB FACE INLET

C5.03

PROPOSED SEWER

MANHOLE (TYP.)

C5.03 http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com

HOR SCALE: 1":100'

VER SCALE: 1":20'

PROFILE VIEW - 2300W REALIGNMENT CL

9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50

HOR SCALE: 1":100'

VER SCALE: 1":20'

PROFILE VIEW - 2300W REALIGNMENT CL

9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50

-2.60%0.50%

PVI STA 13+71.91

PVI EL 4223.41

LVC = 60.00'

PV

C

S

TA

3+

.9

PV

C E

L

.2

PV

T

ST

A

+0

1.

PV

T

EL

2.

PV

I S

TA

. 1

0+

.5

EL

EV

1.

PV

I S

TA

. 1

4+

.9

EL

EV

2.

-4.00%

0.00%

4.00%

SUPERELEVATION DIAGRAM

10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00

-2.00%

2.00%

-6.00%

6.00%

-4.00%

4.00%

-2.00%

2.00%

-6.00%

6.00%

0.00%

2300 W PGL & AXIS OF ROTATION

EOP RT 2.00%

EOP LT -2.00%

EOP RT 0.93%

STA 10+17.51

EOP LT -0.93%

STA 10+17.75

FOR EDGE OF PAVEMENT

ELEVATIONS SEE SHEET C5.01

GRADING DETAILS

EOP LT -2.00%

STA 10+45.22

EOP RT 2.00%

STA 10+44.92

MANAGEMENT DIVISION

SALT LAKE CITY

SALT LAKE CITY, UT. 84114-5550

DEPARTMENT OF AIRPORTS

P.O. BOX 145550 OF

DESIGN & CONSTRUCTION SALT LAKE CITY INTERNATIONAL AIRPORTDESIGNED

DRAWN

CHECKED

APPROVED

DATE

DATE

DATE

DATE

DATE

02/06/2026

02/06/2026

02/06/2026

02/06/2026

02/06/2026

REVISIONS

No. DATE APVBYREMARKS

PROJECT

DRAWING

SHEET

542605

ISSUED FOR

CONSTRUCTION

10876 S RIVER FRONT PKWY

SUITE 250

SOUTH JORDAN, UT 84095

T 385-274-5800 I www.wsp.com

WSP USA INC.

UTAH

LICENSE NO. 11-1531569 2300 WEST REALIGNMENT

00 30' 60'15'

HORIZONTAL SCALE 1"=30'

CP1.01

14ROADWAY PROFILE

LEGEND

EXISTING GROUND PROFILE

FINISHED GRADE PROFILE

*SEE SHEET G0.01 FOR ANY SYMBOLS NOT

REPRESENTED IN THIS LEGEND.

http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com

15'' SS

15'' SD 15'' SD 15'' SD 15'' SD 15'' SD 15'' SD 15'' SD

S

16+00

EOP

STA 15+34.28

OFF 14.65' R

EL 4222.34

MATCH EXISTING

EOP

STA 16+35.06

OFF 10.59' L

EL 4222.61

MATCH EXISTING

EOP/LP

STA 15+82.10

OFF 21.98' R

EL 4222.02

EOP

STA 15+34.34

OFF 10.15' L

EL 4222.47

MATCH EXISTING

EOP

STA 15+40.00

OFF 14.68' R

EL 4222.30

EOP

STA 15+70.00

OFF 19.53' R

EL 4222.10

EOP

STA 15+80.00

OFF 21.77' R

EL 4222.03

EOP

STA 15+90.00

OFF 22.04' R

EL 4222.09

EOP

STA 16+00.00

OFF 20.37' R

EL 4222.18

EOP

STA 16+10.00

OFF 16.57' R

EL 4222.28

EOP

STA 16+20.00

OFF 10.02' R

EL 4222.38

EOP

STA 16+30.00

OFF 1.07' L

EL 4222.52

EOP

STA 15+50.00

OFF 14.78' R

EL 4222.24 EOP

STA 15+60.00

OFF 16.21' R

EL 4222.17

4223.0

4222.2

4222.4

4222.6

4222.8

4223.0

4222.4

4222.6

4222.8

4223.2

0.

2.64% 3.40% 3.

2.

0.65% 0.59%

0.80%

0.86%

1.60% 0.

'' S

S

S15'' SS15'' SS15'' SS15'' SS

13+00

14+00

2.11%

EOP/HP

STA 13+51.60

OFF 16.00' L

EL 4222.96

EOP

STA 13+40.00

OFF 16.00' R

EL 4223.57

EOP

STA 13+40.00

OFF 16.00' L

EL 4222.93

EOP

STA 13+30.00

OFF 16.00' L

EL 4222.88

EOP

STA 13+30.00

OFF 16.00' R

EL 4223.52

EOP

STA 13+70.00

OFF 20.93' L

EL 4222.82

EOP

STA 13+80.00

OFF 26.02' L

EL 4222.70

EOP

STA 13+90.00

OFF 21.46' L

EL 4222.57

EOP

STA 14+00.00

OFF 13.46' L

EL 4222.45

EOP/HP

STA 13+51.60

OFF 16.00' R

EL 4223.60

EOP

STA 13+60.00

OFF 15.75' R

EL 4223.58

EOP

STA 13+80.00

OFF 12.56' R

EL 4223.33

EOP

STA 13+90.00

OFF 11.14' R

EL 4223.13

EOP

STA 14+12.08

OFF 10.06' L

EL 4222.33

EOP

STA 14+00.00

OFF 10.12' R

EL 4222.81

EOP

STA 14+17.04

OFF 15.45' L

EL 4222.29

MATCH EXISTING

EOP

STA 14+10.00

OFF 9.61' R

EL 4222.47

EOP

STA 14+16.96

OFF 10.00' R

EL 4222.21

MATCH EXISTING

EOP

STA 13+70.00

OFF 14.23' R

EL 4223.48

EOP

STA 13+60.00

OFF 16.60' L

EL 4222.93

EOP

STA 14+10.00

OFF 10.27' L

EL 4222.35

EOP

STA 13+92.00

OFF 10.90' R

EL 4223.08

EOP

STA 14+01.91

OFF 9.98' R

EL 4222.75

EOP

STA 14+14.02

OFF 9.56' R

EL 4222.33

4223.0

4222.6

4222.8

4223.2

4223.4

4223.6

4223.0

.4

.6

4222.84223.2

4222.0

4223.0

4222.0

4221.0 4220.4

4220.6

4220.8

4221.2

4221.4

4221.0

4220.6

4220.8

4221.2

4221.4

4221.6

4222.0

4222.0

4221.8

4222.2

.042

.8

.2

.4

.6

4222.0

4221.6

.6

4221.8

4222.0

4221.8

4222.2

4221.0

4220.8

4221.2

.4

.6

2.

2.

1.

1.7 7%

1.74%

1.00%

0.09%

0.72% 0.74%

0.72% 0.

0.

4.62% 4.62%

MANAGEMENT DIVISION

SALT LAKE CITY

SALT LAKE CITY, UT. 84114-5550

DEPARTMENT OF AIRPORTS

P.O. BOX 145550 OF

DESIGN & CONSTRUCTION SALT LAKE CITY INTERNATIONAL AIRPORTDESIGNED

DRAWN

CHECKED

APPROVED

DATE

DATE

DATE

DATE

DATE

02/06/2026

02/06/2026

02/06/2026

02/06/2026

02/06/2026

REVISIONS

No. DATE APVBYREMARKS

PROJECT

DRAWING

SHEET

542605

ISSUED FOR

CONSTRUCTION

10876 S RIVER FRONT PKWY

SUITE 250

SOUTH JORDAN, UT 84095

T 385-274-5800 I www.wsp.com

WSP USA INC.

UTAH

LICENSE NO. 11-1531569 2300 WEST REALIGNMENT

LEGEND

ASPHALT PAVEMENT

*SEE SHEET G0.01 FOR ANY SYMBOLS NOT

REPRESENTED IN THIS LEGEND.

C5.01

15GRADING DETAILS

NOTES:

1. SEE GP SERIES FOR CONSTRUCTION

SAFETY AND PHASING PLANS AND DETAILS.

2. SEE SHEET CP1.01 FOR ℄ PROFILE.

3. SEE OVERALL GRADING ON SHEET DR1.01 -

DRAINAGE PLAN.

MATCH EXISTING GRADES

http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com http://www.pbworld.com

SALT LAKE CITY, UT. 84114-5550

DEPARTMENT OF AIRPORTS

P.O. BOX 145550 OF

DESIGN & CONSTRUCTION SALT LAKE CITY INTERNATIONAL AIRPORTDESIGNED

DRAWN

CHECKED

APPROVED

DATE

DATE

DATE

DATE

DATE

02/06/2026

02/06/2026

02/06/2026

02/06/2026

02/06/2026

REVISIONS

No. DATE APVBYREMARKS

PROJECT

DRAWING

SHEET

542605

ISSUED FOR

CONSTRUCTION

10876 S RIVER FRONT PKWY

SUITE 250

SOUTH JORDAN, UT 84095

T 385-274-5800 I www.wsp.com

WSP USA INC.

UTAH

LICENSE NO. 11-1531569 2300 WEST REALIGNMENT

COMPACTED SUBGRADE (P-152)

18" SUBBASE COURSE (P-154)

10" UNTREATED BASE COURSE (P-239)

5" OF 12" ASPHALT MIX (HMHMA P-400)

SLOPE PER PLANS

STABILIZATION FABRIC (P-157)

TACK COAT BETWEEN LIFTS (P-603)

SCALE:

C5.02

ROADWAY PAVEMENT SECTION

NTS

NOTES:

1. P-400 (HMHMA) ASPHALT SURFACE COURSE MUST BE

USED FOR OVERLAY

2. ASPHALT SURFACE COURSE OVERLAY COMPACTED

THICKNESS EQUAL TO THE MILLING THICKNESS

3. SEE P-101 FOR MILLING REQUIREMENTS

SCALE:

C5.02

ASPHALT MILL AND OVERLAY

NTS

ROTOMILLING WITH 4" OF 12"

ASPHALT MIX OVERLAY

(HMHMA P-400)

EXISTING PAVEMENT

TO REMAIN

SAW CUT, TACK COAT,

AND MEET ADJACENT

ASPHALT GRADE

TACK COAT

(P-60…