2-25608 Trailhead-Pony Signal BID SET 6-4-2026.pdf

PDF 18 MB Posted Jun 19, 2026

Attached to: EMC Trailhead Rd & Pony Express Traffic Signal
Solicitation number: EMC-FY26-18
Issued by: Utah County, Utah

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Written by GovTribe AI · Jun 23, 2026

Trailhead Road & Pony Express Traffic Signal Project - Construction Bid Set

This is a preliminary construction bid set document for Eagle Mountain City, Utah for a traffic signal and roadway improvement project located at the intersection of Trailhead Road and Pony Express Parkway. The scope of work includes installation of a new traffic signal system, asphalt pavement removal and replacement, curb and gutter construction, raised median curb installation, concrete sidewalk work, and asphalt trail construction. The project encompasses grading plans, demolition of existing improvements, site preparation, storm drain installation, utility coordination, signage and striping, and all associated roadway features. The construction drawings include 21 sheets covering survey control, demolition plans, site plans, horizontal and vertical control, grading plans, signage and striping details, signal system details and schedules, and intelligent transportation systems (ITS) specifications. The design documents reference Eagle Mountain City standards and UDOT specifications, with the project identified as IF25608.00 and dated June 2026.

The bid documents require a 5% bid bond with proposal submission, along with insurance verification and certificates of insurance prior to contract award. The selected contractor must post a 100% performance bond and 100% payment bond at contract signing. All work must conform to current Eagle Mountain City standards, APWA specifications, UDOT standard drawings, and applicable federal, state, and local ordinances. The contractor is responsible for obtaining all required permits, including an excavation permit and UPDES storm water permit, and must prepare and submit a Storm Water Pollution Prevention Plan (SWPPP) prior to any land disturbance. Coordination is required with multiple entities including Eagle Mountain City Engineering, Rocky Mountain Power for electrical service, Pinetop Engineering for signal design coordination, and Direct Communications for ITS fiber optic integration. A pre-construction meeting will be required, and the contractor assumes full responsibility for site safety, dust abatement, utility coordination, and restoration of any disturbed areas to original condition.

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INSTALL CONTRACTOR FURNISHED MAST ARM MOUNTED SIGNS.(SEE SHEET C-211 FOR SIGN DETAILS)ZG 501

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VICINITY MAP

PROJECT MAP

(N.T.S.)

TRAILHEAD ROAD & PONY EXPRESS PARKWAY SIGNAL

BID SET

EAGLE MOUNTAIN, UT

JUNE, 2026

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COVER

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ARIZONA

WYOMING

IDAHO

Logan

Ogden

SALT LAKE CITY

Salina Green River

Moab

St. George

Cedar City

Delta

G R

RIV

SANJUAN RIVER

APPROXIMATE

PROJECT

LOCATION

1650 E. Stagecoach Run Eagle Mountain, UT 84005 801.789.6671

3160 W. Clubhouse Drive, Ste. A Lehi, UT 84043 801.768.7200

TRAILHEAD ROAD

EAG

LE PARK ACCESS

STAGECOACH RUN

SHEET INDEX

PAGE SHEET ID SHEET TITLE

1 G-001 COVER

2 G-002 GENERAL NOTES

3 G-003 LEGEND & ABBREVIATIONS

4 V-101 SURVEY CONTROL

5 C-101 DEMOLITION PLAN

6 C-111 SITE PLAN

7 C-112 HORIZONTAL CONTROL

8 C-121 GRADING PLAN

9 C-122 GRADING PLAN

10 C-123 GRADING PLAN

11 C-201 SIGNAGE & STRIPING

12 C-211 SIGNAL DETAILS

13 C-212 SIGNAL PLAN

14 C-213 SIGNAL CIRCUIT

15 C-214 SIGNAL SCHEDULE

16 C-215 SIGNAL SCHEDULE

17 C-216 SIGNAL SCHEDULE

18 C-217 ITS PLAN

19 C-218 ITS SCHEDULE

20 C-401 CIVIL DETAILS

21 C-402 CIVIL DETAILS

6/4/2025

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GENERAL

NOTES

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GENERAL PROJECT NOTES

1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE CURRENT EAGLE

MOUNTAIN CITY STANDARDS AND SPECIFICATIONS AND WITH ALL OTHER APPLICABLE

FEDERAL, STATE AND LOCAL ORDINANCES AND LAWS.

2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO COMPLETE THE

CONSTRUCTION.

3. THE TERM ENGINEER HEREIN REFERS TO THE CONSTRUCTION ENGINEER. COORDINATE ALL

WORK WITH ENGINEER AND INSPECTORS. EAGLE MOUNTAIN CITY ENGINEER IS CALLED OUT

SEPARATELY IN THESE DOCUMENTS.

4. THE CONTRACTOR SHALL COORDINATE SITE CONSTRUCTION WITH ALL UTILITY

CONSTRUCTION AND OTHERS WHICH MAY BE SPECIFIC TO THE PROJECT.

5. THE CONTRACTOR IS RESPONSIBLE FOR DUST ABATEMENT AND ANY LIABILITY ISSUES

RELATED TO DUST WITHIN THE PROJECT LIMITS.

6. ALL WORK SHALL BE COMPLETED WITHIN THE PUBLIC RIGHT-OF-WAY AND WITHIN

TEMPORARY CONSTRUCTION EASEMENTS. THE CONTRACTOR SHALL TAKE EVERY

PRECAUTION TO ELIMINATE ANY ADVERSE EFFECTS ON ADJACENT PROPERTIES AND/OR

RESTORE IT TO ITS ORIGINAL CONDITION.

7. THE OFFICE OF THE EAGLE MOUNTAIN CITY ENGINEER, PUBLIC WORKS DIRECTOR, AND

CONSTRUCTION ENGINEER SHALL BE GIVEN AT LEAST ONE (1) WEEK'S NOTICE PRIOR TO

BEGINNING ANY CONSTRUCTION. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE

APPROVED PLANS AND SPECIFICATIONS.

8. DEVIATION FROM THESE PLANS AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN

CONSENT OF THE ENGINEER MAY CAUSE THE WORK TO BE DEEMED UNACCEPTABLE.

9. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFICATIONS AND LIAISON WITH UTILITY

COMPANIES IN THE PROCESS OF LOCATING, RELOCATION, AND TIE-IN TO PUBLIC UTILITIES.

ALSO, THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL INSPECTORS, INCLUDING THE

ENGINEER PRIOR TO BEGINNING SITE CONSTRUCTION.

10. IN THE CASE OF UNFORESEEN CONSTRUCTION COMPLICATIONS OR DISCREPANCIES, THE

CONTRACTOR IS TO NOTIFY THE ENGINEER IMMEDIATELY AND PROVIDE NECESSARY

DOCUMENTATION FOR EVALUATION AND DIRECTION.

11. THE PLANS WERE PREPARED IN ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL

ENGINEERING DESIGN. THE ENGINEER NOR ITS PERSONNEL CAN OR DO WARRANT THESE

PLANS AS CONSTRUCTED EXCEPT WHERE THE ENGINEER INSPECTS AND CONTROLS THE

PHYSICAL CONSTRUCTION ON A CONTEMPORARY BASIS AT THE SITE.

12. COORDINATE ALL CONSTRUCTION WORK ON PRIVATE PROPERTY WITH LOCAL RESIDENCES

OR BUSINESSES. ANY CLOSURE OF AN ACCESS TO A RESIDENCE OR A BUSINESS REQUIRES

48 HOUR NOTICE (MIN.), AND SHALL BE COORDINATED WITH THE PROPERTY OWNER, AND

PERMISSION GRANTED FROM THE PROPERTY OWNER, BEFORE ANY WORK CAN COMMENCE

AT THE ACCESS LOCATION.

13. FINAL QUANTITIES AND PROJECT LOCATIONS WILL BE DEPENDENT UPON BIDS AND THE

PROJECT BUDGET.

14. A PRE-CONSTRUCTION MEETING WILL BE REQUIRED PRIOR TO CONSTRUCTION.

COORDINATE WITH EAGLE MOUNTAIN CITY FOR TIME AND LOCATION.

CONSTRUCTION SITE SAFETY

1. THE CONTRACTOR IS REQUIRED TO MEET ALL APPLICABLE REGULATIONS CONCERNING

PROJECT SAFETY AND ASSUMES FULL RESPONSIBILITY FOR SAFETY ON THE PROJECT.

2. WORKERS AND THE PUBLIC SHALL BE PROTECTED BY THE CONTRACTOR FROM ANY AND ALL

HAZARDS CONNECTED WITH THE CONSTRUCTION WORK.

3. OPEN TRENCHES, MATERIALS, OR EQUIPMENT WITHIN THE WORKING LIMITS ARE TO BE

PROTECTED BY THE USE OF ADEQUATE BARRICADES.

4. ALL WORK SHALL BE IN CONFORMANCE WITH CURRENT OSHA REGULATIONS FOR PROJECTS

OF THIS TYPE.

5. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE

CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF

THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING

PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND

SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTION OBSERVATION

BY THE ENGINEER OF THE CONTRACTOR'S WORK IS NOT INTENDED TO INCLUDE THE

ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES EITHER, ON, OR NEAR THE

CONSTRUCTION SITE.

STORM WATER POLLUTION PREVENTION

1. PRIOR TO ANY LAND DISTURBANCE OR CITY EXCAVATION PERMIT, THE CONTRACTOR WILL

PREPARE AND SUBMIT A SWPPP DOCUMENT AND OBTAIN AN NPDES PERMIT. THE

CONTRACTOR WILL BE REQUIRED TO KEEP THE SWPPP ON SITE AT ALL TIMES AND ABIDE BY

IT. THE SWPPP SHALL MEET ALL REQUIREMENTS OF THE STATE CONSTRUCTION GENERAL

PERMIT.

STORM DRAIN CONSTRUCTION

1. THE CONTRACTOR SHALL PROVIDE ON-SITE STORM DRAINAGE FACILITIES ACCORDING TO

THE STORM WATER DRAINAGE DESIGN MANUAL AND IN ACCORDANCE WITH THE

ORDINANCES OF THE CITY.

REMOVALS

1. ANY EXISTING STRUCTURES OR SURFACE FEATURES DISTURBED BY CONSTRUCTION ARE TO

BE RESTORED TO THEIR ORIGINAL LOCATION AND CONDITION.

2. EXCESS EXCAVATED MATERIALS INCLUDING PIPE, STUMPS, ROOTS, SOIL MATERIALS OR ANY

OTHER ITEMS THE OWNER DOES NOT WISH TO SALVAGE SHALL BECOME THE

CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM THE SITE AND DISPOSED OF

PROPERLY. THE CONTRACTOR IS REQUIRED TO USE A LICENSED SOLID WASTE COLLECTION

AND DISPOSAL SERVICE FOR ALL WASTE GENERATED FROM THE CONSTRUCTION SITE.

PERMITS REQUIRED

1. EXCAVATION PERMIT - OBTAINED BY CONTRACTOR AT CITY

2. UTAH POLLUTANT DISCHARGE ELIMINATION SYSTEM (UPDES) STORM WATER PERMIT -

OBTAINED BY CONTRACTOR.

EAGLE MOUNTAIN CITY UTAH

RANGELAND SEED MIX

SEED: COMMON NAME SEED: SCIENTIFIC NAME

BULK

POUNDS

PER ACRE

WHEATGRASS, SIBERIAN AGROPYRON FRAGILE 1.00

WHEATGRASS, CRESTED AGROPYRON CRISTATUM 1.00

BLUEGRASS, SANDBERG POA SECUNDA 2.00

WHEATGRASS BLUEBUNCH PSEUDOROEGNERIA SPICATA 3.00

FESCUE, SHEEP FESTUCA OVINA 2.00

STERILE TRITICALE TRITICUM AESTIVUM 2.00

ALFALFA, FALCATA MEDICAGO SATIVA, FALCATA 3.00

ALFALFA LADAK MEDICAGO SATIVA 1.00

FLAX, BLUE LINUM PERENNE 2.00

SALAD BURNETE SANGUISORBA MINOR 4.00

RUSSIAN WILDRYE PSATHYROSTACHYS JUNCEUS 2.00

YARROW, WESTERN ACHILLEA MILLEFOLIUM 1.00

SUNFLOWER, ANNUAL HELIANTHUS ANNUUS 1.00

EMC STRONGLY RECOMMENDS PLANTING IN OCTOBER OR NOVEMBER AS WEATHER PERMITS. SEEDINGS THAT DON'T TAKE BECAUSE THEY WERE PLANTED IN THE SPRING OR SUMMER WILL NEED TO BE REPLANTED.

SEEDED AREAS WILL BE INSPECTED MID SUMMER POST PLANTING. WE RECOMMEND USING A DRILL SEEDER OR BROADCASTING SEED ON THE AREA TO BE RESEEDED, IF AERIAL BROADCASTING, WE RECOMMEND THE SOIL BE DISTURBED BEFORE SEEDING AND OR HAVE A LIGHT LAYER OF TOPSOIL SPREAD OVER THE TOP OF THE SEEDING. SEED MIX NEEDS TO BE AT THE RATE OF 20LBS PER ACRE. SEED MIXES MAY DIFFER FROM MIX ABOVE BUT MUST INCLUDE A MINIMUM OF; 4 SPECIES OF GRASS LISTED ABOVE (ONE HAS TO BE SIBERIAN WHEATGRASS) 5 SPECIES OF FORBS (OF WHICH ONE HAS TO BE FALCATA ALFALFA). ANY SHRUBS

(RECOMMENDED @50/ACRE) MUST BE BARE ROOT STALK OR POTTED SHRUBS.

EAGLE MOUNTAIN CITY GENERAL NOTES FOR CONSTRUCTION DRAWINGS:

SEWER

1. PIPE BEDDING: ¾” GRAVEL REQUIRED 6” BELOW, ON THE SIDES & 12” ABOVE THE PIPE (MINIMUM).

2. DEPTH: SEWER MAIN/LATERALS TO MAINTAIN 4' OF COVER (MINIMUM) FROM FINISHED GRADE, 3' MINIMUM

FROM TOP OF PIPE AT TIME OF INSTALLATION.

3. SEPARATION: SEWER MAINS & LATERALS TO MAINTAIN 10' SEPARATION (MINIMUM) FROM CULINARY WATER

MAINS & LATERALS.

4. SEWER Y'S: 3' MINIMUM SEPARATION BETWEEN SEWER Y'S.

5. LATERAL STUBS: A) STUBS MUST EXTEND 15' INTO PROPERTY AND BE MARKED WITH 2X4 PAINTED GREEN. B)

ALL LATERALS MUST BE GIS (SHOT IN) AT THE Y'S AND STUBS. ALSO SLOPES (2% MIN. ON 4” PIPE) TO BE

CHECKED BEFORE BACKFILL.

6. MANHOLES: MANHOLES TO BE WITHIN 1' OF FINISHED GRADE. 12” OF WHIRLY GIG FORM (MAX) AND NO FLAT

RINGS ALLOWED. 12” OF ¾” GRAVEL REQUIRED UNDER MANHOLES/BOXES.

WATER

1. VALVES: 1. VALVES MUST BE FLANGED TO TEE'S (FITTINGS). 2. VALVES 12” AND LARGER TO BE BUTTERFLY

VALVES.

2. BEDDING: SAND MUST MEET AASHTO (A-3) GRADATION WITH 100% PASSING THE #4 SIEVE. 6” BELOW PIPE

ON THE SIDES & 12” ABOVE PIPE (MINIMUM).

3. DEPTH: WATER MAIN & LATERALS MUST MAINTAIN 4' COVER FROM FINISHED GRADE (MINIMUM), 3' MINIMUM

FROM TOP OF PIPE AT TIME OF INSTALLATION. MAX DEPTH 72” FROM FINISHED GRADE.

4. SERVICES & FITTINGS: SERVICES & FITTINGS TO MAINTAIN 3' MINIMUM SEPARATION FROM PIPE JOINTS AND

OTHER FITTINGS.

5. SETTERS: ALL SETTERS TO BE 21” TALL (MINIMUM), HAVE UNIONS AT THE BASE AND BE DUAL CHECK

MODEL, ALSO ¾” SETTERS TO HAVE DOUBLE BRACES. SETTERS TO BE SET AT: 18” TO 22” FROM THE TOP OF

SETTER TO TOP OF LID.

6. WATER CAN LID: ALL LIDS TO SAY “EAGLE MOUNTAIN” ON THEM RECESSED WITH A HOLE FOR THE ERT

AND TO BE SET AT LEVEL TO 1” ABOVE THE PLANE OF THE CURB & SIDEWALK.

7. WATER CAN: THE WATER CAN FOR ¾” & 1” SERVICES WILL NEED TO BE A 36” TALL MINIMUM AND 21” INSIDE DIAMETER. WATER CAN FOR 1-1/2” TO 2” SERVICE WILL NEED TO FOLLOW APWA SPECIFICATION.

8. HYDRANTS: HYDRANTS TO BE 5' BURY (MINIMUM).

9. LATERALS: ALL LATERALS NEED TO BE GIS (SHOT IN) AT THE CORP. STOP & SETTER, AND ALSO VISUAL

INSPECTION ON POLY INSERTS BEFORE BACKFILL. WATER LATERALS TO EXTEND 15' INTO PROPERTY AND BE MARKED WITH A 2X4 PAINTED BLUE. ALL POLY LINES TO HAVE VISUAL POLY INSERT INSPECTION.

10. TRACER WIRE: RUN TRACER WIRE ALONG MAIN & EXTEND UP SETTERS AND HYDRANTS, DO NOT RUN UP

VALVE BOXES.

11. WATER FITTINGS: ALL WATER FITTINGS TO BE CHECKED FOR THRUST BLOCKS (PRE & POST) AND GIS (SHOT

IN) BEFORE BACKFILL.

12. VERTICAL SEPARATION: WATER MAIN TO MAINTAIN 18” MINIMUM SEPARATION FROM STORM DRAIN OR

OTHER OBSTACLES/UTILITIES.

13. WATER LINE FITTINGS: ALL FITTINGS TO HAVE MEGA LUG FOLLOWERS.

14. WATER MAIN LINE: NO DEFLECTION OR BENDING OF PIPE WILL BE ALLOWED IN THE WATER LINES AND BEND

FITTINGS WILL BE REQUIRED. ALL FITTINGS TO BE MEGA-LUG FITTINGS.

STORM DRAIN

1. BEDDING: ¾” GRAVEL 6” BELOW AND ON SIDES OF PIPE & 12” ABOVE PIPE (MINIMUM).

2. ADS: ALL ADS PIPE TO BE “HP” BRAND.

3. COLLARS: COLLARS TO BE 1'X1' AROUND PIPE, 4000 PSI CONCRETE, INSPECTION IS NEEDED PRE & POST

COLLAR POUR.

4. MANHOLES: MANHOLES TO BE WITHIN 1' OF FINISHED GRADE. 12” OF WHIRLY GIG FORM (MAX) AND NO FLAT

RINGS ALLOWED. 12” OF ¾” GRAVEL REQUIRED UNDER MANHOLES/BOXES.

ROAD SECTION

1. PROOF ROLLS: PROOF ROLL REQUIRED ON ALL SECTIONS OF ROAD: I.E. SUB-GRADE, SUB-BASE, AND CURB

BASE AND ROAD BASE. CURB STAKES REQUIRED FOR SUB-GRADE INSPECTION AND STRING LINE REQUIRED

FOR SUB-BASE AND ROAD BASE INSPECTION.

2. UTBC: STATE SPEC. ROAD BASE REQUIRED FOR ALL ROADS, COMMERCIAL BASE ACCEPTABLE FOR THE

SIDEWALKS & TRAILS.

3. COLLARS: ALL COLLARS TO BE 1' WIDE BY 1' DEEP WITH A 6000 PSI CONCRETE WITH 1.5# FIBER MESH PER CUBIC YARD (3/4” MONOFILAMENT) REQUIRED FOR ALL STREET COLLARS. MANHOLE COVERS AND WATER VALVE TOWERS TO BE ½” DOWN FROM ASPHALT EDGE AND CONCRETE TO BE ¼” TO 3/8” DOWN FROM

ASPHALT EDGE.

PAVEMENT MARKING REMOVAL

1. ALL EXISTING PAVEMENT MARKINGS DESIGNATED FOR REMOVAL SHALL BE REMOVED BY WATER BLASTING

ONLY. GRINDING, SCARIFYING, OR OTHER ABRSAIVE REMOVAL METHODS WILL NOT BE PERMITTED UNLESS

SPECIFICALLY APPROVED BY THE CITY ENGINEER.

2. THE CONTRACT SHALL EXERCISE CARE DURING REMOVAL OPERATIONS TO PREVENT DAMAGE TO EXISTING PAVEMENT SURFACES, JOINTS, UTILITIES, EXISTING STRIPING, AND ADJACENT IMPROVEMENTS.

3. ANY DAMAGE TO EXISTING PAVEMENT, EXISTING STRIPING, OR IMPROVEMENTS INTENDED TO REMAIN IN PLACE, RESULTING FROM STRIPING REMOVAL OPERATIONS OR OTHER CONSTRUCTION ACTIVITIES, SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY AND TO THE

SATISFACTION OF THE CITY ENGINEER.

4. REMOVED PAVEMENT MARKING AREAS SHALL PRESENT A UNIFORM APPEARANCE WITH NO EXCESSIVE SCARRING, GROOVING, DISCOLORATION, OR VISIBLE GHOST MARKINGS REMAINING AFTER REMOVAL OPERATIONS, AS DETERMINED ACCEPTABLE BY THE CITY ENGINEER. THE CITY ENGINEER MAY REQUIRE ADDITIONAL REMOVAL WORK IF VISIBLE GHOST MARKINGS REMAIN. WHERE EXISTING PAVEMENT MARKINGS ARE REMOVED PRIOR TO PLACEMENT OF FINAL STRIPING, TEMPORARY PAVEMENT MARKINGS AND DELINEATION SHALL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR AS REQUIRED BY THE CITY

ENGINEER.

PAVEMENT MARKING REMOVAL NOTES

1. ALL EXISTING PAVEMENT MARKINGS DESIGNATED FOR REMOVAL SHALL BE REMOVED BY WATER BLASTING ONLY. GRINDING, SCARIFYING, OR OTHER ABRASIVE REMOVAL METHODS WILL NOT BE PERMITTED UNLESS

SPECIFICALLY APPROVED BY THE CITY ENGINEER.

2. THE CONTRACTOR SHALL EXERCISE CARE DURING REMOVAL OPERATIONS TO PREVENT DAMAGE TO EXISTING PAVEMENT SURFACES, JOINTS, UTILITIES, EXISTING STRIPING, AND ADJACENT IMPROVEMENTS.

SATISFACTION OF THE CITY ENGINEER.

ADDITIONAL REMOVAL WORK IF VISIBLE GHOST MARKINGS REMAIN.

5. WHERE EXISTING PAVEMENT MARKINGS ARE REMOVED PRIOR TO PLACEMENT OF FINAL STRIPING, TEMPORARY PAVEMENT MARKINGS AND DELINEATION SHALL BE INSTALLED AND MAINTAINED BY THE

CONTRACTOR AS REQUIRED BY THE CITY ENGINEER.

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LEGEND &

ABBREVIATIONS

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AC ACRE

ACE ARMY CORPS OF ENGINEERS

AGGR AGGREGATE

ALT. ALTERNATE

APPR. APPROXIMATE

AR MH AIR RELEASE MANHOLE

ARV AIR RELEASE VALVE

ASSY. ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING MATERIALS

AVE AVENUE

BFV BUTTERFLY VALVE

BH BORE HOLE

BITUM. BITUMINOUS

BK BACK

B.O. BY OTHERS

BOA BEGINNING OF ALIGNMENT

BOP BEGINNING OF PROJECT

BSW BACK OF SIDEWALK

BVC BEGIN VERTICAL CURVE

BW BOTTOM OF WALL

C&G CURB AND GUTTER

CB CATCH BASIN

C-C CENTER TO CENTER

CE/L CONSTRUCTION EASEMENT LINE

CF CUBIC FEET

CFS CUBIC FEET PER SECOND

CI CAST IRON

CIP CAST IRON PIPE

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

COMM. COMMUNICATION

CONC. CONCRETE

CONST. CONSTRUCTION

CU COPPER

CY/CU YD CUBIC YARD

DBL DOUBLE

DI DUCTILE IRON

DIA/D DIAMETER

DIP DUCTILE IRON PIPE

DR DRIVE

DRWY DRIVEWAY

DWG DRAWING

E. EAST

EA. EACH

EG EXISTING GRADE

EP/EOP EDGE OF PAVEMENT

ELEC. ELECTRICAL

EL/ELEV. ELEVATION

ELOH OVERHEAD ELECTRICAL

EOA END OF ALIGNMENT

ESMT EASEMENT

EVC END VERTICAL CURVE

EX/EXIST. EXISTING

EXT. EXTENSION

FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY

FES FLARED END SECTION

FG FINISHED GRADE

FH FIRE HYDRANT

FIRM FLOOD INSURANCE RATE MAP

FL FLOWLINE

FM FORCE MAIN

FO FIBER OPTIC

FS FINISHED SURFACE

FT FOOT/FEET

GALV. GALVANIZED

GB GRADE BREAK

GR GRATE

GV GATE VALVE

HDPE HIGH-DENSITY POLYETHYLENE

HMA HOT MIX ASPHALT

HOR. HORIZONTAL

HP HIGH POINT

HYD. HYDRANT

IN. INCH

I.D. INSIDE DIAMETER

INV. INVERT

IRR. IRRIGATION

INS. INSERT

LEN. LENGTH

LF LINEAR FEET

LP LOW POINT

LT LEFT

MA/EX MATCH EXISTING

MAX MAXIMUM

MFG. MANUFACTURER

MH MANHOLE

MIN. MINIMUM

MJ MECHANICAL JOINT

N. NORTH

NO. NUMBER

NTS NOT TO SCALE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OH OVERHEAD

OSHA OCCUPATION SAFETY & HEALTH ADMIN.

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PI POINT OF INTERSECTION

PL PROPERTY LINE

POLY POLYETHYLENE

POT. POTABLE

PP POWER POLE

PR PROPOSED

PRC POINT OF REVERSE CURVATURE

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PUE PUBLIC UTILITY EASEMENT

RAD/R RADIUS

RCP REINFORCED CONCRETE PIPE

REQ'D REQUIRED

ROW RIGHT-OF-WAY

RR RAILROAD

RT RIGHT

S. SOUTH

SAN SANITARY

SCH. SCHEDULE

SD STORM DRAIN

SDR STANDARD DIMENSION RATIO

SF/SQ FT SQUARE FEET

SHT SHEET

SIM. SIMILAR

SS SANITARY SEWER

ST STREET

STA STATION

STD STANDARD

SW SIDEWALK

SY/SQ YD SQUARE YARD

TA TOP OF ASPHALT

TBC TOP BACK OF CURB

TBR TO BE REMOVED

TC TOP OF CONCRETE

TOP TOP OF PIPE

TW TOP OF WALL

TYP. TYPICAL

VAR. VARIES

VERT. VERTICAL

WAT. WATER

WL WATER LINE

ABBREVIATIONS

E E

LEGEND

EXISTING PROPOSED DESCRIPTION

MAJOR CONTOUR

MINOR CONTOUR

CURB AND GUTTER

EDGE OF PAVEMENT

EDGE OF GRAVEL

STREET CENTERLINE

PROPERTY LINE

LOT LINE

SECTION LINE

SECTION CORNER

RIGHT-OF-WAY LINE

EASEMENT LINE

FENCE

SANITARY SEWER LINE

SANITARY SEWER - FORCE

SANITARY SEWER MANHOLE

SANITARY SEWER CLEAN OUT

WATER LINE

WATER TEE

WATER VALVE

WATER BEND (ANGLE NOTED)

WATER STUB / CAP

FIRE HYDRANT

WATER METER

WATER MANHOLE

PRESSURIZED IRRIGATION LINE

IRRIGATION LINE

IRRIGATION TEE

IRRIGATION VALVE

IRRIGATION BEND (ANGLE NOTED)

IRRIGATION STUB / CAP

IRRIGATION METER

IRRIGATION MANHOLE

IRRIGATION BOX

STORM DRAIN PIPE

CULVERT WITH FLARED END

SECTION

STORM DRAIN MANHOLE

STORM DRAIN COMBO BOX

LEGEND

EXISTING PROPOSED DESCRIPTION

STORM DRAIN INLET/CATCH BASIN

JUNCTION STRUCTURE

BURIED ELECTRIC LINE

OVERHEAD ELECTRIC LINE

POWER POLE

GUY WIRE ANCHOR

ELECTRICAL EQUIPMENT

ELECTRICAL TRANSFORMER

GAS LINE

GAS VALVE

GAS METER

BURIED TELEPHONE

OVERHEAD COMMUNICATIONS LINE

BURIED COMMUNICATIONS LINE

OVERHEAD CABLE TV

BURIED CABLE TV

BURIED FIBER OPTIC LINE

COMMUNICATIONS PEDESTAL

COMMUNICATIONS HANDHOLE

GRADE TO DRAIN

EXTENTS OF GRADING

FIRE DEPARTMENT CONNECTION

FIRE SPRINKLER RISER

STREET LIGHT

SIGN (SINGLE POLE, 2 OR MORE

POLES)

MAILBOX

ASPHALT PAVEMENT

CONCRETE FLATWORK

UNTREATED BASE COURSE

LANDSCAPE

GRAVEL ROADWAY

UNDISTURBED EARTHWORK

COMPACTED FILL EARTHWORK

FILTRATION BED

SPOT ELEVATION

SECTION INDICATOR

DETAIL INDICATOR

KEYNOTE INDICATOR

IRR

OHE

UGE

IRR

W W

SAN

R/W

UGE

CP CP

IRR

W W

SAN

R/W

CATV

COMM

CATV

COMM

T T T

IRR

A1 A-101

IRR

D D

CP CP

T T T

9990.359990.35

IRRIRR

IRR IRR

SS SSSS SS

G G

A1 A-101

CUT FILL

NW COR SEC 12

T6S R2W SLB&M

FND BRASS CAP, PER

COUNTY TIE SHEET 22-26

NORTHING: 287907.140

EASTING: 494538.283

ELEVATION: 4891.17

SW COR SEC 12

T6S R2W SLB&M

FND BRASS CAP, PER

COUNTY TIE SHEET 22-28

NORTHING: 282562.318

EASTING: 494516.635

ELEVATION: 4867.68

S 14 COR SEC 12

T6S R2W SLB&M

FND BRASS CAP, PER

COUNTY TIE SHEET 23-28

NORTHING: 282541.104

EASTING: 497187.067

ELEVATION: 4868.85

SE COR SEC 12

T6S R2W SLB&M

FND BRASS CAP, PER

COUNTY TIE SHEET 24-28

NORTHING: 282518.906

EASTING: 499853.421

ELEVATION: 4867.26

E 14 COR SEC 12

T6S R2W SLB&M

FND BRASS CAP, PER

COUNTY TIE SHEET 24-27

NORTHING: 285184.784

EASTING: 499874.404

ELEVATION: 4878.92

W 14 COR SEC 12

T6S R2W SLB&M

PER FOUND MONUMENTS &

COUNTY TIE SHEET 22-27

(CALCULATED)

NORTHING: 284896.614

EASTING: 494418.066

NE COR SEC 12

T6S R2W SLB&M

PER FOUND MONUMENTS &

COUNTY TIE SHEET 24-26

(CALCULATED)

NORTHING: 287853.928

EASTING: 499896.383

N 14 COR SEC 12

T6S R2W SLB&M

FND BRASS CAP, PER

COUNTY TIE SHEET 23-26

NORTHING: 287877.259

EASTING: 497223.222

ELEVATION: 4891.42

S89°32'41"E 2670.52' (S89°32'48"E 2670.47')

(BASIS OF BEARING)

S89°31'23"E 2666.45'

(S89°31'17"E 2666.35') (N

0°

'0 9"

N 0°

3" E

.9 6'

N 0°

8" E

.2 3'

(N 0°

7" E

S89°30'00"E 2673.27' (S89°29'59"E 2673.21')

S89°21'44"E 2685.10' (S89°21'56"E 2685.02')

N 2°

2" E

.9 2'

2°

'0 5"

(N 2°

0" W

PONY EXPRESS PARKWAY

DESIGN ALIGNMENT

STA: 0+00

NORTHING: 283049.1080

EASTING: 497308.8652

0+00

5+00

10+00

15+00

20+00

25+00

30+00

34+41.38

55+00

60+00

°5 5'

N 0°

0" E

.1 5'

END ALIGNMENT

STA: 34+41.38

N: 286436.42 E: 497666.23

' N90°00'00"W

118.36'

S0 °2

10+00

15+00

20+00

PC: 7+89.73

PC: 15+23.00

PT: 13+46.93

PT: 15+86.23

55+00

60+00

: 5

PRC: 51+82.63

TRAILHEAD ROAD

DESIGN ALIGNMENT

NORTHING: 284327.324

EASTING: 497068.507

°5 5'

N 0°

0" E

.1 5'

L2S89°50'58"E 259.49'

S84°18'44"E 412.97'

END ALIGNMENT

N: 284357.63 E: 498240.30

L3 L4

LINE TABLE: ALIGNMENTS

LINE #

LENGTH

15.44'

176.07'

DIRECTION

N89°58'07"E

N1°12'23"E

CURVE TABLE: ALIGNMENTS

CURVE #

LENGTH

167.19'

140.78'

63.23'

557.20'

RADIUS

307.00'

257.00'

3003.50'

1600.00'

DELTA

31°12'12"

31°23'07"

1°12'22"

19°57'12"

CHORD DIRECTION

N0°36'11"E

N10°03'53"E

CHORD LENGTH

63.23'

554.39'

C6 26.85' 2000.00' 0°46'09" - -

C3 193.28' 2000.00' 5°32'14" - -

C7 166.44' 2000.00' 4°46'05" - -

L3 66.34' N1°12'23"E

L4 109.73' N1°12'22"E

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DATE:

DESIGN BY:

CHECKED BY:

\U ta h\ Pr oj ec ts \A ct iv e

\IF

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SHEET TITLE

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.72

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IF25608.00

JUNE 4, 2026

TPB

DTM

V-101

SURVEY

CONTROL

4 21

SURVEY CONTROL NOTES:

1. THE BASIS OF BEARING FOR THIS SURVEY IS S89°31'23"E, ALONG

THE SOUTH LINE OF THE SOUTHEAST 1/4 SECTION 12, TOWNSHIP

6 SOUTH RANGE 2 WEST, BETWEEN TWO FOUND MONUMENTS,

TYPE AND LOCATIONS OF WHICH ARE SHOWN ON THIS PLAN.

2. THE "PROJECT COORDINATES" AND DISTANCES DERIVED

THEREFROM ARE EXPRESSED IN A LOCAL GROUND SYSTEM

DEFINED AS FOLLOWS: HORIZONTAL DATUM = NORTH AMERICAN

DATUM OF 1983 (NAD83) VERTICAL DATUM = NORTH AMERICAN

VERTICAL DATUM ON 1988 (NAVD88) COORDINATE SYSTEM = US

STATE PLAN 1983, UTAH CENTRAL ZONE CALIBRATED AT GROUND

GEOID MODEL = GEOID 12A

UNITS - US SURVEY FOOT

3. THE CONTROL SURVEY WAS PERFORMED BETWEEN NOV 2019

AND JUNE 2022, AND REVISITED IN JANUARY 2025.

4. CONTRACTOR SHALL COORDINATE WITH EAGLE MOUNTAIN CITY

ENGINEERING DEPARTMENT TO ESTABLISH SURVEY CONTROL

BEFORE COMMENCING PROJECT. ALL CONSTRUCTION STAKING

AND WORK DONE TO ESTABLISH SURVEY CONTROL SHALL BE

DONE BY A PROFESSIONAL SURVEYOR LICENSED IN THE STATE

OF UTAH.

SCALE: 1" = 300'

SURVEY CONTROLA

EAGLE MOUNTAIN BOULEVARD

S P

TRAILHEAD ROAD

0 300' 600'150'

B V-101

S P

SCALE: 1" = 150'

ENLARGED PLAN VIEWB 0 150' 300'75'

D T

MORTENSEN

PLS-643655

06/04/2026

X X

S S

SSSSSSSSSSSSSSSSSSSSSS

WWW

WWWWWWWWWWWWWW

W W

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DATE:

DESIGN BY:

CHECKED BY:

\U ta h\ Pr oj ec ts \A ct iv e

\IF

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SCALE: 1" = 40'

DEMOLITION PLANA 0 40' 80'20'

W . C lu bh ou se

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, U T 8

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.72

PRELI

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NOT F

CONSTRUCTIO

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IF25608.00

JUNE, 2026

TPB

RWD

C-101

DEMOLITION

PLAN

5 21

GENERAL SHEET NOTES

1. ALL SELECTIVE SITE DEMOLITION AND PAVEMENT

REMOVAL MUST CONFORM TO THE APWA

STANDARD SPECIFICATIONS.

2. CONTRACTOR MUST COORDINATE REMOVAL AND

RELOCATION OF EXISTING UTILITIES WITH

UTILITY OWNERS.

3. PARTIAL REMOVALS OF CONCRETE CURB AND

GUTTER, CONCRETE SIDEWALK, AND CONCRETE

DRIVEWAYS SHALL BE AT AN EXISTING JOINT.

4. ALL IMPROVEMENTS SHOWN IN COLOR ARE TO

BE REMOVED, RELOCATED, OR REPLACED.

REFERENCE STANDARDS

APWA - MANUAL OF STANDARD

SPECIFICATIONS

DIVISION 03 - EXISTING CONDITIONS

02 41 13 SELECTIVE SITE DEMOLITION

02 41 14 PAVEMENT REMOVAL

LEGEND

ASPHALT PAVEMENT REMOVAL

CONCRETE SIDEWALK, FLATWORK

AND DRIVEWAY REMOVAL

CLEAR AND GRUB SURFACE

INCLUDING LANDSCAPING, ROCK

MULCH

CURB & GUTTER REMOVAL

SHEET KEYNOTES

REMOVE EXISTING ASPHALT PAVEMENT PER

APWA SPECIFICATIONS.

REMOVE EXISTING CURB AND GUTTER PER APWA

SPECIFICATIONS.

REMOVE EXISTING CONCRETE PER APWA

SPECIFICATIONS.

REMOVE EXISTING IRRIGATION CONTROL VALVE

PER APWA SPECIFICATIONS.

REMOVE EXISTING SIGN AND SALVAGE TO EAGLE

MOUNTAIN CITY. (SEE SIGNAGE & STRIPING SHEET)

REMOVE EXISTING LANDSCAPE BOULDER.6

REMOVE EXISTING SHRUB

7 OBLITERATE EXISTING PAVEMENT MARKINGS

WITH HIGH PRESSURE WATER SPRAY.

REMOVE LIGHT POLE AND SALVAGE TO EAGLE

MOUNTAIN CITY.

REMOVE WATER METER, CAP SERVICE AT MAIN.10

RELOCATE EXISTING SIGN.

(SEE SIGNAGE & STRIPING SHEET)

REMOVE STORM DRAIN STRUCTURE PER APWA

SPECIFICATIONS.

REMOVE EXISTING RRFB ASSEMBLY AND

SALVAGE TO EAGLE MOUNTAIN CITY

(SEE SIGNAGE & STRIPING SHEET)

RELOCATE LIGHT POLE (SEE SITE PLAN SHEET)9B

SAWCUT ASPHALT FULL DEPTH.12

TREE TO BE REMOVED BY EAGLE MOUNTAIN CITY.13

37:386:0001

UTAH COMMUNITY FEDERAL

CREDIT UNION

4314 N PONY EXPRESS PKWY

59:044:0152

EAGLE MOUNTAIN PROPERTIES

COMMUNITIES MASTER ASSOCIATION INC.

1645 E STAGECOACH RUN

37:386:0003

DISTRICT AT EAGLE

MOUNTAIN TOWN CENTER

4272 N PONY EXPRESS PKWY

37:386:0002

DISTRICT AT EAGLE

MOUNTAIN TOWN CENTER

1634 E STAGECOACH RUN

53:541:0067

COMMON AREA

53:541:0067

COMMON AREA

59:044:0028

EAGLE MOUNTAIN CITY

E A

M O

U N

67:144:0202

EM COMMERCIAL

DEVELOPMENT LLC

4315 N PONY EXPRESS PKWY

67:182:0001

EAGLE MOUNTAIN MEDICAL

PARTNERS LLC

4317 N PONY EXPRESS PKWY

67:144:0205

TMG REAL ESTATE LLC

1495 E RAVEN WAY

38:257:0081

LABONDE, FLORENT DANIEL (ET AL)

4402 N EAGLE PARK ENTRY

38:257:0082

JACOBS, SANDRA MACDOUGALL

1496 E OSPREY WY

38:257:0104

TOWN OF EAGLE MOUNTAIN

38:257:0080

LOPEZ, OSCAR ESPINOZA (ET AL)

4406 N KESTREL WY

67:144:0201

GEN2 UTAH PROPERTIES LLC

4265 N PONY EXPRESS PKWY

TRAILHEAD ROAD

EAGLE PARK ENTRY

TRAILHEAD ROAD

STAGECOACH RUN

STONE CREEK WAY

S P

SCALE: 1" = 40'

MID-BLOCK CROSSING DETAILB

(TYP.)

13 (TYP.)

8 (TYP.)

13 (TYP.)

7(TYP.)

5C 5C

REMOVE DETECTABLE

WARNING SURFACE

CONCRETE PEDESTRIAN

REFUGE, PROTECT IN PLACE

MATCHLINE - STA. 17+50

SEE LEFT

MATCHLINE - STA. 17+50

SEE RIGHT

5A STA. 19+57

5ASTA. 22+64

5ASTA. 28+45

REMOVE FENCE

S P

7 (TYP.)

8 (TYP.)

7(TYP.)

X X

III

III PC

11+00

12+00

13+00

14+00

15+00

16+00

17+00

51+00

52+00

53+00

54+00

55+00

56+00

57+00

58+00 59+00 60+00

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26+00

P P

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DATE:

DESIGN BY:

CHECKED BY:

\U ta h\ Pr oj ec ts \A ct iv e

\IF

C P on y

Ex p

Tr ai lh ea d

Si gn al D ec -2

- C

Sh ee ts

-C

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SCALE: 1" = 40'

SITE PLANA 0 40' 80'20'

W . C lu bh ou se

D riv e, St e.

Le hi

, U T 8

1.7

.72

PRELI

MINARY

NOT F

CONSTRUCTIO

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IF25608.00

JUNE, 2026

TPB

RWD

C-111

SITE PLAN

6 21

GENERAL SHEET NOTES

1. SEE GRADING PLAN SHEETS FOR ADDITIONAL

INFORMATION.

2. SEE SIGNAGE AND STRIPING SHEETS FOR

ADDITIONAL INFORMATION.

LEGEND

ASPHALT PAVEMENT

(SEE EAGLE MTN. CONST. STD.

SECTION 15.60.020)

CONCRETE SIDEWALK/FLATWORK

STAMPED CONCRETE

(ASHLAR SLATE PATTERN STAMP)

3/4" WASHED ROCK MULCH,

3" THICK (TRICOLOR LIMESTONE)

NATIVE SEED MIX PER EAGLE

MOUNTAIN CITY STANDARDS.

(SEE SHEET G-002.)

SHEET KEYNOTES

TYPE A - 24" STANDARD CURB AND GUTTER

(SEE APWA PLAN 205.1)

UDOT TYPE B3 CURB

(SEE UDOT STD. DWG. NO. GW 2A)

PEDESTRIAN REFUGE ISLAND

(SEE UDOT STD. DWG. NO. PA 4)

3 4-INCH THICK CONCRETE SIDEWALK

(SEE APWA PLAN 231)

PLOWABLE END SECTION/CORNER

(SEE DETAIL 5, SHEET C-402)

PEDESTRIAN ACCESS RAMP

(SEE APWA PLAN 235.1-4)

TRAFFIC SIGNAL EQUIPMENT

(SEE SIGNAL SHEETS)

10 ASPHALT PAVEMENT TRAIL

(SEE DETAIL 6, SHEET C-402)

4 6-INCH THICK CONCRETE MEDIAN

UDOT TYPE M2 CURB

(SEE UDOT STD. DWG. NO. GW 2A)

ADJUST MANHOLE FRAME TO GRADE11

TYPE Q CURB

(SEE APWA PLAN 209)

8-INCH THICK CONCRETE TRUCK APRON6

TYPE Q MODIFIED CURB

(SEE DETAIL 1, SHEET C-402)

TYPE M1 MODIFIED CURB AND GUTTER

(SEE DETAIL 2, SHEET C-402)

PONY EXPRESS MEDIAN CURB

(SEE DETAIL 3 & 7, SHEET C-402)

RELOCATED STREET LIGHT POLE

(SEE SHEET C-101)

37:386:0001

UTAH COMMUNITY FEDERAL

CREDIT UNION

4314 N PONY EXPRESS PKWY

59:044:0152

EAGLE MOUNTAIN PROPERTIES

COMMUNITIES MASTER ASSOCIATION INC.

1645 E STAGECOACH RUN

37:386:0003

DISTRICT AT EAGLE

MOUNTAIN TOWN CENTER

4272 N PONY EXPRESS PKWY

37:386:0002

DISTRICT AT EAGLE

MOUNTAIN TOWN CENTER

1634 E STAGECOACH RUN

53:541:0067

COMMON AREA

53:541:0067

COMMON AREA

59:044:0028

EAGLE MOUNTAIN CITY

E A

M O

U N

Y 67:144:0202

EM COMMERCIAL

DEVELOPMENT LLC

4315 N PONY EXPRESS PKWY

67:182:0001

EAGLE MOUNTAIN MEDICAL

PARTNERS LLC

4317 N PONY EXPRESS PKWY

67:144:0205

TMG REAL ESTATE LLC

1495 E RAVEN WAY

38:257:0081

LABONDE, FLORENT DANIEL (ET AL)

4402 N EAGLE PARK ENTRY

38:257:0082

JACOBS, SANDRA MACDOUGALL

1496 E OSPREY WY

38:257:0104

TOWN OF EAGLE MOUNTAIN

38:257:0080

LOPEZ, OSCAR ESPINOZA (ET AL)

4406 N KESTREL WY

TRAILHEAD ROAD

EAGLE PARK ENTRY

TRAILHEAD ROAD

STAGECOACH RUN

STONE CREEK WAY

S P

SCALE: 1" = 40'

MID-BLOCK CROSSING DETAILB

3 4

OVER 6" UTBC

OVER 6" UTBC 4

PLACE ROCK MULCH ON TOP

OF EXISTING CONCRETE

MATCHLINE - STA. 17+50

SEE LEFT

MATCHLINE - STA. 17+50

SEE RIGHT

OVER 6" UTBC

EXISTING FIBER HANDHOLES

TO BE RELOCATED BY

OTHERS (COORDINATE WITH

FIBER COMPANY)

B2B

X X

III

III PC

11+00

12+00

13+00

14+00

15+00

16+00

17+00

51+00

52+00

53+00

54+00

55+00

56+00

57+00

58+00 59+00 60+00

R26'

R33'R33'

R33'

R4 6.

R69.25'

R 69.25'

R31.25'

R 191.25'

R311.25'

R0.75'

R331.25'

R491.25'

R0 .7

R 281.25'

'R0.75'

R151.25' R601.25'

R0.75'

R58'

R50

R55'

R170'

R5'

STA: 55+21.89

OFF: 27.99' L

STA: 54+82.26

OFF: 50.87' L

STA: 55+31.57

OFF: 6.74' L

STA: 54+65.89

OFF: 6.75' L

STA: 53+81.76

OFF: 9.60' R

STA: 53+77.41

OFF: 6.21' R

STA: 53+71.69

OFF: 24.56' L

STA: 53+72.61

OFF: 25.58' LSTA: 53+04.33

OFF: 74.94' L

STA: 53+02.89

OFF: 69.98' L

STA: 52+86.58

OFF: 116.15' L

STA: 52+79.42

OFF: 115.93' L

STA: 52+82.76

OFF: 128.50' L

STA: 52+79.05

OFF: 128.43' L

STA: 52+80.78

OFF: 135.64' L

STA: 52+78.74

OFF: 134.95' L

STA: 52+77.74

OFF: 59.95' L

STA: 52+76.85

OFF: 60.72' LSTA: 52+38.71

OFF: 3.82' L

STA: 52+34.68

OFF: 6.86' L

STA: 52+40.36

OFF: 22.23' R

STA: 52+39.26

OFF: 23.12' R

STA: 52+02.86

OFF: 10.78' R

STA: 52+02.54

OFF: 0.27' R

STA: 51+90.02

OFF: 0.96' R

STA: 51+89.90

OFF: 6.70' R

STA: 51+79.97

OFF: 0.73' R

STA: 53+29.77

OFF: 64.80' R

STA: 53+30.75

OFF: 65.76' R

STA: 53+00.41

OFF: 68.88' R

STA: 52+94.96

OFF: 73.48' R

STA: 53+17.88

OFF: 97.04' R

STA: 52+99.89

OFF: 96.11' R

STA: 53+00.70

OFF: 108.76' R

STA: 53+10.89

OFF: 109.31' R

STA: 53+05.01

OFF: 118.74' R

STA: 53+00.11

OFF: 118.35' R

STA: 55+28.36

OFF: 27.99' L

STA: 56+94.72

OFF: 42.50' R

STA: 57+20.16

OFF: 42.39' R

STA: 57+81.58

OFF: 99.69' R

STA: 57+82.06

OFF: 119.36' R

STA: 57+92.19

OFF: 206.94' R

STA: 57+92.53

OFF: 221.00' R

STA: 58+01.88

OFF: 40.47' R

STA: 57+99.05

OFF: 45.78' R

STA: 58+05.00

OFF: 70.20' R

STA: 58+39.13

OFF: 39.61' R

STA: 58+05.26

OFF: 100.65' R

STA: 59+38.60

OFF: 5.50' R

STA: 57+76.18

OFF: 5.50' R

STA: 56+97.79

OFF: 5.50' R

STA: 56+80.36

OFF: 33.50' L

STA: 58+02.39

OFF: 33.50' L

STA: 57+76.18

OFF: 33.50' L

STA: 58+28.05

OFF: 55.31' L

STA: 58+35.99

OFF: 103.90' L

STA: 57+73.63

OFF: 107.17' R

BSW

STA: 57+18.22

OFF: 57.73' R

BSW

STA: 13+35.07

OFF: 48.88' R

STA: 11+52.49

OFF: 49.00' R

STA: 10+35.85

OFF: 38.06' R

STA: 13+22.90

OFF: 49.00' R

STA: 11+63.28

OFF: 4.36' L

STA: 12+10.43

OFF: 9.76' L

STA: 12+44.62

OFF: 9.33' L

STA: 13+33.88

OFF: 8.02' L

STA: 13+03.21

OFF: 8.78' L

STA: 14+72.75

OFF: 49.50' L

STA: 16+75.88

OFF: 49.50' L

STA: 14+96.44

OFF: 8.31' R

STA: 15+50.28

OFF: 8.32' R

STA: 17+33.23

OFF: 8.16' R

STA: 16+81.59

OFF: 8.16' R

STA: 15+14.97

OFF: 39.79' R

STA: 14+78.81

OFF: 39.62' R

STA: 53+07.95

OFF: 0.22' L

STA: 58+42.88

OFF: 48.04' R

STA: 58+08.86

OFF: 101.10' R

6' 8'

STA: 51+79.59

OFF: 3.61' R

R1348.54'

R1649'

25+00

26+00

P P

18+00

19+00

STA: 17+77.67

OFF: 39.32' L

STA: 17+54.70

OFF: 8.33' R

STA: 18+93.50

OFF: 7.80' L

K D

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PROJECT NO:

DATE:

DESIGN BY:

CHECKED BY:

\U ta h\ Pr oj ec ts \A ct iv e

\IF

C P on y

Ex p

Tr ai lh ea d

Si gn al D ec -2

- C

Sh ee ts

-C

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SHEET TITLE

SCALE: 1" = 40'

SITE PLANA 0 40' 80'20'

W . C lu bh ou se

D riv e, St e.

Le hi

, U T 8

1.7

.72

PRELI

MINARY

NOT F

CONSTRUCTIO

D R

O N

O U

, U

IF25608.00

JUNE, 2026

TPB

RWD

C-112

HORIZONTAL

CONTROL

7 21

GENERAL SHEET NOTES

1. SEE GRADING PLAN SHEETS FOR ADDITIONAL

INFORMATION.

LEGEND

ASPHALT PAVEMENT

(SEE EAGLE MTN. CONST. STD.

SECTION 15.60.020)

CONCRETE SIDEWALK/FLATWORK

STAMPED CONCRETE

(ASHLAR SLATE PATTERN STAMP)

3/4" WASHED ROCK MULCH,

3" THICK (TRICOLOR LIMESTONE)

NATIVE SEED MIX PER EAGLE

MOUNTAIN CITY STANDARDS.

(SEE SHEET G-002.)

37:386:0001

UTAH COMMUNITY FEDERAL

CREDIT UNION

4314 N PONY EXPRESS PKWY

59:044:0152

EAGLE MOUNTAIN PROPERTIES

COMMUNITIES MASTER ASSOCIATION INC.

1645 E STAGECOACH RUN

37:386:0003

DISTRICT AT EAGLE

MOUNTAIN TOWN CENTER

4272 N PONY EXPRESS PKWY

37:386:0002

DISTRICT AT EAGLE

MOUNTAIN TOWN CENTER

1634 E STAGECOACH RUN

53:541:0067

COMMON AREA

53:541:0067

COMMON AREA

59:044:0028

EAGLE MOUNTAIN CITY

E A

M O

U N

Y 67:144:0202

EM COMMERCIAL

DEVELOPMENT LLC

4315 N PONY EXPRESS PKWY

67:182:0001

EAGLE MOUNTAIN MEDICAL

PARTNERS LLC

4317 N PONY EXPRESS PKWY

67:144:0205

TMG REAL ESTATE LLC

1495 E RAVEN WAY

38:257:0081

LABONDE, FLORENT DANIEL (ET AL)

4402 N EAGLE PARK ENTRY

38:257:0082

JACOBS, SANDRA MACDOUGALL

1496 E OSPREY WY

38:257:0104

TOWN OF EAGLE MOUNTAIN

38:257:0080

LOPEZ, OSCAR ESPINOZA (ET AL)

4406 N KESTREL WY

TRAILHEAD ROAD

EAGLE PARK ENTRY

TRAILHEAD ROAD

STAGECOACH RUN

STONE CREEK WAY

S P

SCALE: 1" = 40'

MID-BLOCK CROSSING DETAILB

MATCHLINE - STA. 17+50

SEE LEFT

MATCHLINE - STA. 17+50

SEE RIGHT

10+00

11+00

12+00 13+00

14+00

EA/MATCH EX

4876.77

TA/MATCH EX

4874.97

TA/MATCH EX

4876.36

EA/MATCH EX

4877.15

TA/MATCH EX

4876.22

TA/MATCH EX

4876.24

TA/MATCH EX

0.69%

0.55%

0.50%

4875.00

TBC/MATCH EX

4875.31

TBC/HP

4875.97

TBC

4876.66

TBC

4876.81

TBC/MATCH EX

4876.94

TBC/MATCH EX

4877.48

TBC/MATCH EX

0.60%

4875.30

TA/MATCH EX

4875.61

4876.59

TA/TC

4876.05

TBC

4876.44

TBC

4876.49

4876.67

TBC/HP

4877.08

TA/MATCH EX

4877.00

TA/MATCH EX

4876.22

TA/MATCH EX

4876.28

4875.82

LIP

4876.33

LIP

0.50%

4875.14

TBC/LP

0.55%

SDCI-05

TBC:4875.31

12" INV IN: 4870.66 (S)

12" INV OUT: 4870.66 (W)

7.1 LF 12" HDPE

SD @ 1.0%

4875.91

TBC

EX. SDMH-01

RIM:4875.29

EX. 36" INV IN: 4867.41 (N)

12" INV IN: 4870.59 (E)

EX. 36" INV OUT: 4867.41 (S)

4876.65

4876.38

4876.04

4876.23

TBC

4876.50

4876.23

4874.88

TBC/LP

SDCI-06

TBC:4875.31

12" INV OUT: 4871.81 (N)

114.7 LF 12" HDPE

SD @ 1.0%

4875.03

TBC/HP

0.50%3.

15+00

16+00

17+00

18+00

19+00

55+00

56+00

SD SD SD

4876.13

EA/MATCH EX

4876.79

EA/MATCH EX

4876.47

EA/MATCH EX

4876.43

TBC/MATCH EX

4875.99

TBC/LP

4876.42

TBC

4876.51

TBC

4876.46

TBC/GB

4876.17

TBC/MATCH EX.

4877.02

TA/MATCH EX

4876.55

4876.51

TC/MATCH EX

0.51%

4877.27

EA/MATCH EX

4877.30

EA/MATCH EX

4877.17

EA/MATCH EX

4876.95

EA/MATCH EX

4876.51

EA/MATCH EX

4877.35

TBC

4878.03

TBC

0.09%0.21%

0.64%

4876.66

TC/TA

4876.60

TBC/HP

4876.45

TC/TA

4876.50

TC/TA

4876.58

TC/TA

4876.51

TBC

4876.37

TBC

4877.69

TBC/MATCH EX.

4876.93

TA/MATCH EX.

4876.22

LIP

4876.22

TBC/HP

SDCI-01

TBC:4876.12

12" INV IN:4872.17 (S)

12" INV OUT:4872.17 (E)

SDCI-02

TBC:4875.99

12" INV IN: 4872.50 (S)

12" INV OUT: 4872.50 (N)

65.4 LF 12" HDPE

SD @ 0.5%

3.0 LF 12" HDPE

SD @ 0.5%

CONNECT TO EX.

12" HDPE SD PIPE

4876.20

TBC/HP

4875.87

TBC/LP

4877.56

TBC/GB

4877.10

TBC/LP

4876.85

4877.22

TBC

4876.84

*TA

4877.56

TBC

4877.06

*TA

4877.75

TBC

4877.09

*TA

4877.92

TBC

4877.20

*TA

4877.29

*TA

*TA = DENOTES TOP OF ASPHALT ELEVATION IS MODIFIED FROM TYPICAL DETAIL.

SDCI-04

TBC:4876.93

EX. 12" INV IN:4871.57 (W)

EX. 12" INV OUT:4871.57 (E)

0.62% 0.76% 3.

0.64%

92.7 LF 12" HDPE

SD @ 0.5%SDCI-03

TBC:4875.87

12" INV OUT: 4872.96 (N)

0.56%0.57%0.53%

0.50% 0.77%

0.50%

4878.05

TBC/HP

CROWN

TRANSITION CURB TO MATCH EXISTING

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PROJECT NO:

DATE:

DESIGN BY:

CHECKED BY:

\U ta h\ Pr oj ec ts \A ct iv e

\IF

C P on y

Ex p

Tr ai lh ea d

Si gn al D ec -2

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6/ 4/

SHEET TITLE

SCALE: 1" = 20'

PONY EXPRESS PARKWAY GRADING PLAN - SOUTHA 0 20' 40'10'

SCALE: 1" = 20'

PONY EXPRESS PARKWAY GRADING PLAN - NORTHB 0 20' 40'10'

W . C lu bh ou se

D riv e, St e.

Le hi

, U T 8

1.7

.72

PRELI

MINARY

NOT F

CONSTRUCTIO

D R

O N

O U

, U

IF25608.00

JUNE, 2026

TPB

RWD

C-121

GRADING PLAN

8 21

GENERAL SHEET NOTES

1. SEE SITE PLAN FOR ADDITIONAL INFORMATION.

LEGEND

PONY EXPRESS PARKWAY

ASPHALT PAVEMENT

(SEE EAGLE MTN. CONST. STD.

SECTION 15.60.020)

CONCRETE SIDEWALK/FLATWORK

STAMPED CONCRETE

(ASHLAR SLATE PATTERN STAMP)

3/4" WASHED ROCK MULCH,

3" THICK (TRICOLOR LIMESTONE)

NATIVE SEED MIX PER EAGLE

MOUNTAIN CITY STANDARDS

SHEET KEYNOTES

SINGLE GRATE CATCH BASIN

(SEE APWA PLAN 315.1)

PIPE TRENCH AND BACKFILL

PER APWA PLAN 382

2. SLOPE LABELS ARE FOR INFORMATION ONLY.

12+00

13+00

14+00

15+00

56+00

57+00

58+00

59+00

60+00

4876.66

TBC

4876.44

TBC

4876.67

TBC/HP

4875.05

TBC/MATCH EX.

4877.97

TBC

4876.65

TBC

4877.54

TBC

4875.55

TBC

4875.78

TBC

4876.73

TBC

4877.13

TBC

4876.98

TBC

4876.63

TBC 4876.46

TBC

4876.24

TBC

4875.49

TBC

4875.24

TBC

4877.14

TBC/GB

4876.84

TBC

4876.62

TA/MATCH EX.

4876.99

TA/MATCH EX.

4876.59

TA/MATCH EX.

4876.36

TA/MATCH EX.

4876.77

TA/MATCH EX.

4874.62

TA/MATCH EX.

4874.84

TA/MATCH EX.

4875.82

TA/MATCH EX.

4875.87

TA/MATCH EX.

4873.71

TA/MATCH EX.

4873.57

TA/MATCH EX.

CROWN

4876.65

4876.43

4876.64

TC/MATCH EX.

4876.88

TC/MATCH EX.

4877.16

4877.22

4876.82

4876.78

4875.98

TBC

4875.94

TBC

4876.55

TBC

4876.25

TBC

4875.27

TBC

4875.36

TBC

R170'

R55' R5'

R 60'

4875.32

TBC

R54'

2.41%

1.4 2%

4.26%

4.54%

2.20%

2.06%2.14%

1.91%

2.41%

3.96% 2.38%

3.08% 2.83%

1.16%

4876.45

TA/MATCH EX.

4875.97

4875.61

TBC

4875.70

TBC

4875.25

TBC

%CROWN

CROW

4.26%

4875.65

TC/MATCH EX.

4875.61

TC/MATCH EX.

4875.57

TBC/MATCH EX.

4875.56

TBC/MATCH EX.

4875.48

4875.47

4875.40

4875.39

4876.40

TBC

2.45%

4873.94

TBC/MATCH EX.

4874.01

TBC/MATCH EX.

4875.13

TBC

4875.38

4875.53

4874.12

4874.26

4876.48

4876.32

4876.80

4876.67

2.28%

2.20%

4876.72

4876.66

4876.59

2.31%

4877.16

TBC/HP

4875.75

TBC

4876.56

TBC/GB

4876.27

REVERSE

SIDEWALK

CROSS SLOPE

CURB WALL NEXT TO THIS SIDEWALK

SHALL BE POURED SLIGHTLY LARGER

THAN THE BASE DIMENSIONS SHOWN

IN THE DETAIL SO THAT THE CURB

MATCHES THE BACK OF SIDEWALK.

4877.06

4876.92

4875.65

4875.50

4875.24

K D

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R A

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R O

T O

R E

N O

R O

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O F

N C

E, IN

PROJECT NO:

DATE:

DESIGN BY:

CHECKED BY:

\U ta h\ Pr oj ec ts \A ct iv e

\IF

C P on y

Ex p

Tr ai lh ea d

Si gn al D ec -2

- C

Sh ee ts

-C

-1

.d w g

- P

6/ 4/

SHEET TITLE

SCALE: 1" = 20'

TRAILHEAD ROAD GRADING PLANA 0 20' 40'10'

W . C lu bh ou se

D riv e, St e.

Le hi

, U T 8

1.7

.72

PRELI

MINARY

NOT F

CONSTRUCTIO

D R

O N

O U

, U

IF25608.00

JUNE, 2026

TPB

RWD

C-122

GRADING PLAN

9 21

GENERAL SHEET NOTES

1. SEE SITE PLAN FOR ADDITIONAL INFORMATION.

LEGEND

S P

STAGECOACH RUN

TRAILHEAD ROAD

STONE CREEK WAY

ASPHALT PAVEMENT

(SEE EAGLE MTN. CONST. STD.

SECTION 15.60.020)

CONCRETE SIDEWALK/FLATWORK

STAMPED CONCRETE

(ASHLAR SLATE PATTERN STAMP)

3/4" WASHED ROCK MULCH,

3" THICK (TRICOLOR LIMESTONE)

NATIVE SEED MIX PER EAGLE

MOUNTAIN CITY STANDARDS

III PC

14+00

15+00

16+00

17+00

52+00

53+00

54+00

55+00

56+00

4875.68

TA/MATCH EX.

-2 .1

4875.75

TA/MATCH EX.

4875.28

TA/MATCH EX.

4876.25

TA/MATCH EX.

4875.12

TA/MATCH EX.

4876.00

TA/MATCH EX.

4875.80

TA/MATCH EX.

4876.47

TA/MATCH EX.

4876.78

TBC

4876.53

TBC

-2 .6

-4 .1

-4.

-2.95%

-2.01% -6.02%

-1.98%

-4.38%

-1.78%

-2.23%

-2.31%

-2.02%

-2 .0

-2.02%

-2.00%

4876.14

4876.07

4875.68

4875.80

4876.21

4876.13

4876.04

4876.05

4876.22

4876.63

4876.56

4876.55

4875.77

TA/TC

4875.69

TA/TC

4875.82

TA/TC

4875.85

TA/TC

4875.90

TBC

4876.46

TBC/GB

4876.51

TBC

4876.60

TBC

4877.11

TBC/HP

K D

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F D

R A

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R A

N Y

R O

T O

R E

N O

R O

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N A

O R

O F

N C

E, IN

PROJECT NO:

DATE:

DESIGN BY:

CHECKED BY:

\U ta h\ Pr oj ec ts \A ct iv e

\IF

C P on y

Ex p

Tr ai lh ea d

Si gn al D ec -2

- C

Sh ee ts

-C

-1

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6/ 4/

SHEET TITLE

SCALE: 1" = 20'

TRAILHEAD ROAD WEST GRADING PLANA 0 20' 40'10'

W . C lu bh ou se

D riv e, St e.

Le hi

, U T 8

1.7

.72

PRELI

MINARY

NOT F

CONSTRUCTIO

D R

O N

O U

, U

IF25608.00

JUNE, 2026

TPB

RWD

C-123

GRADING PLAN

10 21

GENERAL SHEET NOTES

1. SEE SITE PLAN FOR ADDITIONAL INFORMATION.

LEGEND

S P

TRAILHEAD ROAD

EAGLE PARK ENTRY

ASPHALT PAVEMENT

(SEE EAGLE MTN. CONST. STD.

SECTION 15.60.020)

CONCRETE SIDEWALK/FLATWORK

STAMPED CONCRETE

(ASHLAR SLATE PATTERN STAMP)

3/4" WASHED ROCK MULCH,

3" THICK (TRICOLOR LIMESTONE)

NATIVE SEED MIX PER EAGLE

MOUNTAIN CITY STANDARDS

TBC/HP

X X

15'

14'

18'

16'

TRAILHEAD RD

EAGLE PARK ENTRY

TRAILHEAD ROAD

STAGECOACH RUN

STONE CREEK WAY

S P

TALON WAY

E A

M O

U N

16'

12'

16'

14'

12'

III

III PC

13.5'

14.5'

13.5'

25+00

26+00

18+00

19+00

K D

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R T, F O

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R O

T O

R E

N O

R O

W R

N A

O R

O F

N C

E, IN

PROJECT NO:

DATE:

DESIGN BY:

CHECKED BY:

\U ta h\ Pr oj ec ts \A ct iv e

\IF

C P on y

Ex p

Tr ai lh ea d

Si gn al D ec -2

- C

Sh ee ts

-C

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SHEET TITLE

SCALE: 1" = 40'

SIGNAGE & STRIPING PLANA 0 40' 80'20'

W . C lu bh ou se

D riv e, St e.

Le hi

, U T 8

1.7

.72

PRELI

MINARY

NOT F

CONSTRUCTIO

D R

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IF25608.00

JUNE, 2026

TPB

RWD

C-201

SIGNAGE &

STRIPING

11 21

NOTES & ABBREVIATIONS

1. REFER TO APWA AND UTAH MUTCD FOR

SIGN PLACEMENT AND PAVEMENT

MARKING DETAILS.

2. ALL SIGNS AND BASES SHALL MEET APWA

STANDARDS.

SWL SOLID WHITE LINE

BLA BIKE LANE & ARROW

BWL BROKEN WHITE LINE

DWL LANE DROP WHITE LINE

BLB BIKE LANE BARRIER

LMS LANE MERGE SYMBOL

LTS LEFT TURN SYMBOL

MSG PAVEMENT MESSAGE/LETTERING

RTS RIGHT TURN SYMBOL

S&BYL SOLID AND BROKEN YELLOW LINE

DYL DOUBLE YELLOW LINE

SB STOP BAR

CW CROSSWALK

SYL SINGLE YELLOW LINE

N PROPOSED SIGN

R RELOCATE EXISTING SIGN

X REMOVE AND SALVAGE EXISTING

SIGN

U EXISTING SIGN TO REMAIN

SLP SLIP BASE PER UDOT STANDARDS

R3-7R (N) (30"X30")

R4-7 & OM3-L (N,SLP)

(24"X30" & 12"X36")

R4-7 & OM3-L (X)

R2-1 (U)

R1-2 & R3-2 (X)

R1-2 (R)

R1-2 & D3-1 (R)

R1-2 (X)

CUSTOM

R2-1 (U)

R1-1 & D3-1 (U)

CUSTOM

"NEIGHBORHOOD WATCH" (X)

R1-1 & (2) D3-1 (X)

W11-2 & W16-7P

W/ RRFB (X)

W11-2 & W16-7P

W/ RRFB (X)

R1-1 & D3-1 (X)

10'X24" CW @

4' O.C. (TYP.)

R4-7 & OM3-L (N,SLP)

(24"X30" & 12"X36")

R4-7 & OM3-L (N,SLP)

(24"X30" & 12"X36")

R4-7 & OM3-L (N,SLP)

(24"X30" & 12"X36")

R4-7 & OM3-L (N,SLP)

(24"X30" & 12"X36")

R4-7 & OM3-L (N,SLP)

(24"X30" & 12"X36")

R4-7 & OM3-L (N,SLP)

(24"X30" & 12"X36")

R6-4B (N,SLP)

(60"X24")

D1 (N,SLP)

(12"X60")

D1 (N,SLP)

(12"X60")

D1 (N,SLP)

(12"X60")

W11-2 & W16-7P (N) (30"X30" & 24"X12")

R1-2 (N) (30"X30")R1-2 (N)

(30"X30")

R1-2 (N) (30"X30")

(4) R6-1R (N) (36"X12")

R1-1 & D3-1 (N) (30"X30" & 36"X12")

YIELD LINE PER UDOT

STD. DWG. NO. ST 1 (TYP.)

8" BWL (TYP.)

4" SWL

(TYP.)

4" SYL

(TYP.)

8" SWL

(TYP.)

12" SB

12" SWL

4" DYL

(TYP.)

8" DWL

8" DWL (TYP.)

RTS (TYP.)

LTS (TYP.)

R4-7 & OM3-L (N,SLP)

(24"X30" & 12"X36")

R4-7 & OM3-L (N,SLP)

(24"X30" & 12"X36")

SCALE: 1" = 40'

MID-BLOCK CROSSING DETAILB

SCALE: 1" = 40'

MID-BLOCK CROSSING DETAILB

12" SWL

(TYP.)

24" SB

(TYP.)

12" SB

(TYP.)

8" SWL

(TYP.)

RTS (TYP.)

8" SWL (TYP.)

W11-2 & W16-7P

W/ RRFB (X)

W11-2 & W16-7P

W/ RRFB (X)

YIELD

STOP

ONE WAY

STAGECOACH RUN

SPEED

LIMIT

YIELD

TRAILHEAD ROAD

EAGLE PARK ENTRY

YIELD STOP

PONY EXPRESS PKWY

YIELD

TRAILHEAD ROAD

RIGHT LANE

MUST

TURN RIGHT

YIELD

STOP

EAGLE PARK ENTRY

PONY EXPRESS PKWY

TRAILHEAD ROAD

YIELD

8" DWL

(TYP.)

4" SYL (TYP.) STOP

RTS (TYP.)

MATCHLINE - STA. 17+50

SEE LEFT

MATCHLINE - STA. 17+50

SEE RIGHT

STA. 28+45

W11-2 & W16-9P

W/ FLASHERS (X)

AHEAD

STA. 22+64

W11-2 & W16-9P

W/ FLASHERS (X)AHEAD

STA. 19+57

W11-2 & W16-9P

W/ FLASHERS (X) AHEAD

W11-2 & W16-9P

W/ FLASHERS (X)

AHEAD

37:386:0001

UTAH COMMUNITY FEDERAL

CREDIT UNION

4314 N PONY EXPRESS PKWY

59:044:0152

EAGLE MOUNTAIN PROPERTIES

COMMUNITIES MASTER ASSOCIATION INC.

1645 E STAGECOACH RUN

37:386:0003

DISTRICT AT EAGLE

MOUNTAIN TOWN CENTER

4272 N PONY EXPRESS PKWY

37:386:0002

DISTRICT AT EAGLE

MOUNTAIN TOWN CENTER

1634 E STAGECOACH RUN

53:541:0067

COMMON AREA

53:541:0067

COMMON AREA

59:044:0028

EAGLE MOUNTAIN CITY

67:144:0202

EM COMMERCIAL

DEVELOPMENT LLC

4315 N PONY EXPRESS PKWY67:182:0001

EAGLE MOUNTAIN MEDICAL

PARTNERS LLC

4317 N PONY EXPRESS PKWY

67:144:0205

TMG REAL ESTATE LLC

1495 E RAVEN WAY

38:257:0081

LABONDE, FLORENT DANIEL (ET AL)

4402 N EAGLE PARK ENTRY

38:257:0082

JACOBS, SANDRA MACDOUGALL

1496 E OSPREY WY

38:257:0104

TOWN OF EAGLE MOUNTAIN

38:257:0080

LOPEZ, OSCAR ESPINOZA (ET AL)

4406 N KESTREL WY

4" SWL

(TYP.)

4" SWL

(TYP.)

4" DYL

(TYP.)

8" DWL

R6-4B (N,SLP)

(60"X24")

R3-4P & CUSTOM (N,SLP)

(24"X24" & 24"X12")

W4-2 (N) (36"X36")

8.98 6.04

1.63 20.74

8.98

1.63

24.00

1.50" Radius, 0.63" Border, 0.38" Indent, Black on White;

"USE", C;

"ROUNDABOUT", C 80% spacing;

USE ROUNDABOUT SIGN DETAILA

3.14 9.8 3 10.92

5.91 18.18

12.33 5.34

4.62 20.76

11 8

3.14

5.91

12.33

4.62

RS10-21ex LEFT TURN YIELD ON FLASHING Yellow Arrow Symbol Sign;

1.88" Radius, 0.75" Border, 0.50" Indent, Black on, White;

"LEFT TURN", C; "YIELD", C; "ON", C;

"FLASHING", C; Rounded Rectangle 4.00" Radius;

MAST ARM MOUNTED SIGN SCHEDULE

POLE I.D. MESSAGE

MOUNT TYPE

(SEE UDOT STD DWG SL 7 )

REQ'D MOUNTING HARDWARE

ARM CLAMP ONLY

(120" CABLE)

GUSSETED TUBE ONLY

(96" LENGTH) SIGN CLAMP

P1 Pony Express Pkwy OPTION C 1 1 6

NO U-TURN

(R3-4) OPTION A N / A N / A N / A

LEFT TURN YIELD

ON FLASHING ← OPTION A N / A N / A N / A

P3 Trailhead Rd OPTION A N / A N / A N / A

LEFT TURN YIELD

ON FLASHING ← OPTION A N / A N / A N / A

P3 NO TURN ON RED ARROW OPTION A N / A N / A N / A

P5 Pony Express Pkwy OPTION C 1 1 6

LEFT TURN YIELD

ON FLASHING ← OPTION A N / A N / A N / A

RIGHT TURN ONLY

(R3-5) OPTION C N / A N / A N / A

P6 Trailhead Rd OPTION A N / A N / A N / A

LEFT TURN YIELD

ON FLASHING ← OPTION A N / A N / A N / A

3.70 23.13 8.00 37.09 8.00 24.38 3.70

108.00

1.50" Radius, 0.50" Border, White on Green;

"Pony Express Pkwy", B 80% spacing;

1.00

10.00 1.00

12.00

Eagle Mountain Logo;

1.50" Radius, No border, White on White;

120.00

DS3-3 Single Street Name Sign Mast Arm Connection;

1.00 10.00

1.00

12.00

Eagle Mountain Logo;

1.50" Radius, No border, White on White;

3.71 56.09 8.00 12.49 3.71

84.00

1.50" Radius, 0.50" Border, White on Green;

"TrailheadRd", C;

96.00

DS3-3 Single Street Name Sign Mast Arm Connection;

11.78 6.44

8.44

5.03

11.78

1.88" Radius, 0.75" Border, 0.50" Indent, Black on White;

"NO", D; "TURN", D;

"ON RED", D; "ARROW", D;

13.12 8.44

6.44 9.50 5.03 4 00

18.22 5.895.89

30.00

K D

C R

O N

N S

F D

R A

G S

D O

C U

D T

H E

S H

N A

R E

F C

S C

C E, IN

. A N

N O

B E

R O

D U

, M O

O R

W H

O R

R T, F O

R A

N Y

R O

T O

R E

N O

R O

W R

N A

O R

O F

N C

E, IN

PROJECT NO:

DATE:

DESIGN BY:

CHECKED BY:

\U ta h\ Pr oj ec…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 23, 2026.