1-25-235 - Final Plans City Stamped.pdf

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COLOR PARKWAY TRAFFIC SIGNAL

SR-7 RAMP (COSTCO) AND DESERT

CITY OF ST. GEORGE

SEPTEMBER 2025

SHEET NUMBER:

PROJECT NO. 07-25-015

OTHER J-U-B COMPANIES

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G-001

REUSE OF DOCUMENTS

J-U-B grants to CLIENT a nonexclusive, non-transferable license to use the Drawings, Specifications and/or Contract

Documents (Documents) as follows:

CLIENT may make and retain copies of the Documents for reference, but J-U-B shall retain all common law, statutory and other reserved rights, including the copyright thereto, and the same shall not be reused on this Project or any other Project without J-U-B's prior written consent. Distribution of Documents to meet regulatory or permitting requirements, or for similar purposes, in connection with the Project, including but not limited to distribution to contractors or subcontractors for the performance of their work, is not to be construed as publication adversely affecting the reserved rights of J-U-B. The

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LOCATION

PROJECT

PROJECT LOCATION

TO ST. GEORGE

TO ARIZONA

D E

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BLACK MOUNTAIN DR

cathy.hasfurther Utility Design Approved by the JUC

CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.

SHALL FIELD VERIFY UTILITY LOCATIONS, DEPTHS, AND ELEVATIONS. ANY DISCREPANCIES AND/OR

OTHERWISE SHOWN. CONTRACTOR DEPTHS AND ELEVATIONS OF UTILITIES ARE UNKNOWN UNLESS 3

OWNER.

FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE

OF EXISTING UTILITIES AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE 2

WORK IN THAT AREA.

ANY UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING

BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD-LOCATE

WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO

APPROPRIATE UTILITY COMPANIES IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE 1

EXISTING UTILITIES

SUBGRADE TO PLAN ELEVATIONS.

EXCAVATION WITHIN NEW DRIVEWAY LIMITS AND FINAL GRADING AND COMPACTION OF SIDEWALK

SCHEDULE, INCLUDING CONTRACTOR IS RESPONSIBLE FOR ALL WORK IDENTIFIED IN THE BID 13

OF ST. GEORGE.

ACCORDANCE WITH THE STANDARD SPECIFCATION FOR DESIGN AND CONSTRUCTION FOR THE CITY

STANDARD DRAWINGS AND UDOT STANDARD SPECIFICATIONS. ALL OTHER WORK SHALL BE IN

ALL WORK PERTAINING TO THE TRAFFIC SIGNAL SHALL BE IN ACCORDANCE WITH CURRENT UDOT 12

PROPERTY, EASEMENTS, OR APPROVED STAGING AREAS.

CITY/COUNTY/STATE RIGHT-OF-WAY, CITY'S ALL WORK SHALL BE CONTAINED IN OR LIMITED TO THE 11

OF TRACKING SOILS TO ADJACENT STREETS, FUEL CONTAINMENT, SPILL CONTROL, ETC.

OF SURFACE WATERS, PREVENTION OF SOIL RUNOFF INTO DRAINS, DUST CONTROL, PREVENTION

REGARDING STORMWATER POLLUTION PREVENTION INCLUDING BUT NOT LIMITED TO: PROTECTION

CONTRACTOR FROM COMPLIANCE WITH OTHER REGULATIONS OR CONTRACT REQUIREMENTS

DOES NOT RELIEVE THE . THE CGP <HTTP://CFPUB.EPA.GOV/NPDES/STORMWATER/ENOI.CFM>

ELECTRONICALLY AT THE FOLLOWING WEBSITE:

BY CONTACTING THE U.S. EPA OFFICE OF WATER DIRECTLY AT (800) 424-4372. THE NOI MAY BE FILED

OR CGP MAY BE FOUND ON THE INTERNET AT <HTTP://WWW.EPA.GOV/NPDES/STORMWATER/CGP>

INTENT" (NOI)[EPA FORM 3510-9 (6/03)] FOR PERMIT COVERAGE UNDER THE GENERAL PERMIT. THE

(OTHERWISE KNOWN AS THE CONSTRUCTION GENERAL PERMIT OR CGP) AND SUBMIT A "NOTICE OF

GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY

CONTRACTOR SHALL OBTAIN A COPY OF THE U.S. ENVIRONMENTAL PROTECTION AGENCY'S NPDES

APPROVAL BY THE ENGINEER. IF THE CONSTRUCTION WILL DISTURB MORE THAN ONE ACRE, THE

ACTIVITIES. THE CONTRACTOR SHALL PREPARE A STORMWATER POLLUTION PREVENTION PLAN FOR

PERMITS REQUIRED FOR STORMWATER POLLUTION PREVENTION AS A RESULT OF CONSTRUCTION

STATE, AND FEDERAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL, 10

AND LOCAL GOVERNMENTAL AGENCIES.

APPLICABLE STANDARDS, REGULATIONS, AND REQUIREMENTS OF EXISTING FEDERAL, UTAH STATE, COMPLY FULLY WITH ALL THE CONTRACTOR'S PERSONNEL, EQUIPMENT, AND OPERATIONS SHALL 9

CONDITION DURING THE SHUT-DOWN PERIOD.

CONTRACTOR WILL COMPLETELY CLEAN UP ALL AREAS AND MAINTAIN THE SURFACE IN GOOD

CONDITIONS, THE SHOULD CONSTRUCTION BE HALTED BECAUSE OF INCLEMENT WEATHER 8

APPROPRIATE BID ITEM WITH WHICH IT IS ASSOCIATED.

PROSECUTION OF ITS WORK. THE COST OF SUCH UTILITIES SHALL BE INCLUDED IN THE

TEMPORARY UTILITY SUPPLIES (E.G. WATER, POWER, AND TELEPHONE) IT MAY REQUIRE FOR

ANY AND ALL THE CONTRACTOR SHALL ARRANGE FOR, SECURE AND PAY FOR DIRECTLY, 7

CLARIFICATION MAY BE MADE PRIOR TO THE START OF THE WORK.

CONSTRUCTION. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT

PRIOR TO THE START OF ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR 6

ORIGINAL CONDITION.

TO ELIMINATE ANY ADVERSE EFFECTS ON THE ADJACENT PROPERTY AND/OR TO RESTORE IT TO ITS

TAKE EVERY PRECAUTION WHERE WORK IS PERFORMED ON EASEMENTS, THE CONTRACTOR SHALL 5

WORK SHALL MEET CURRENT OSHA REQUIREMENTS.

PARTICULAR, REQUIREMENTS OF ANY RIGHT-OF-WAY SPECIAL USE PERMIT, OR OTHER PERMIT. ALL

TRANSPORTATION AGENCY AND SHALL MEET THE REQUIREMENTS OF THAT AGENCY AND, IN

COORDINATED WITH THE APPROPRIATE ANY WORK DONE WITHIN A PUBLIC RIGHT-OF-WAY SHALL BE 4

(MUTCD LATEST EDITION FOR WORK ZONE TRAFFIC CONTROL).

AND AROUND THIS WORK. REFERENCE THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

PROTECTION OF PEDESTRIANS IN THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL AND 3

AT ANY LOCATION WHICH MAY BE CAUSED BY THIS PROJECT.

ISSUES RELATED TO DUST CONTRACTOR IS RESPONSIBLE FOR DUST ABATEMENT AND ANY LIABILITY 2

CONSTRUCTION.

CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND BUSINESS LICENSES PRIOR TO

OVER THIS PROJECT. THE CITY OF ST. GEORGE AND THE ENGINEER HAVE JURISDICTION 1

GENERAL NOTES

COMPANIES.

IRRIGATION WATER WORKS MAY REQUIRE ADDITIONAL APPROVALS FROM RESPECTIVE IRRIGATION 12

ALLOWED.

ALL NEW FIRE HYDRANTS SHALL BE INSTALLED AT THE CORRECT HEIGHT. RISERS WILL NOT BE 11

GEORGE WATER SERVICES REPRESENTATIVE.

ANY CHANGES MADE IN THE FIELD MUST BE FIRST APPROVED AND DOCUMENTED BY THE CITY OF ST. 10

UNUSED STUB LINES THAT WILL BE ABANDONED.

CONTRACTORS SHALL CUT OFF AND CAP (BACK AT THE WATER MAIN), ALL EXISTING SERVICE LINES OR 9

OVER CUT FROM EDGE OF THE TRENCH ON EACH SIDE OF THE TRENCH.

ASPHALT REPLACED OVER THE PIPE TRENCHING IS TO MATCH EXISTING PAVEMENT DEPTHS WITH A 6” 8

THE FITTINGS AND FIELD LOCK GASKETS ON THE REQUIRED LENGTH OF RESTRAINED PIPE.

THRUST RESTRAINT ON THE NEW PIPELINE WILL BE AS SHOWN ON THE DETAILS. USE MEGA-LUG ON 7

ALSO BE BROUGHT UP AT EACH VALVE BOX AND HYDRANT.

14 GAUGE WIRE SHALL BE TAPED TO ALL WATER LINES FOR LOCATING PURPOSES. THE WIRE SHALL 6

THE CITY OF ST. GEORGE BACKFLOW ORDINANCE 9-1-1997-5-6-5.

ALL BACKFLOW ASSSEMBLY INSTALLATION AND TESTREQUIREMENTS SHALL BE IN ACCORDANCE WITH 5

SYSTEMS PER (IPC) 608.16.4.

BACKFLOW PER THE “INTERNATIONAL PLUMBING CODE (IPC)” SECTION 608.16.5 AND FIRE SPRINKLER THE POTABLE WATER SUPPLY TO LAWN IRRIGATION SYSTEMS SHALL BE PROCTECTED AGAINST 4

MAPS ARE “BEST KNOWLEDGE” AND APPROXIMATE.

FROM DESIGN THE CONTRACTOR IS RESPONSIBLE FOR COSTS DUE TO CHANGES IN CONDITION. CITY PROCEEDING WITH ANY BUILDING OR PIPELINE CONSTRUCTION. IF THE IN-FIELD CONDITION VARIES

CONTRACTOR SHALL POTHOLE ALL PIPELINES AND VERIFY LOCATION AND DEPTH PRIOR TO 3

CODE” LATEST EDITION AS ADMINISTERED BY THE CITY OF ST. GEORGE.

DESIGN AND CONSTRUCTION”, “THE INTERNATIONAL PLUMBING CODE”, AND THE “UNIFORM BUILDING ALL CONSTRUCTION SHALL CONFORM TO THE “CITY OF ST. GEORGE STANDARD SPECIFICATIONS FOR 2

THE CITY OF ST. GEORGE WATER DEPARTMENT.

ALL WATERLINE WORKS MUST BE INSTALLED BY A CONTRACTOR THAT HAS BEEN PRE-QUALIFIED BY 1

CITY OF ST. GEORGE WATER NOTES

BUILDING CODE” LATEST EDITION AS ADMINISTERED BY THE CITY OF ST. GEORGE

FOR DESIGN AND CONSTRUCTION”, “THE INTERNATIONAL PLUMBING CODE”, AND THE “UNIFOM

ALL CONSTRUCTION SHALL CONFORM TO THE “CITY OF ST. GEORGE STANDARD SPECIFICATIONS 6

100’ MAXIMUM SPACE BETWEEN SEWER LATERAL CLEANOUTS. 5

ALL SEWER MANHOLES SHALL HAVE “CITY OF ST GEORGE” LOGO LIDS FOR FINAL INSPECTION. 4

BUILDINGS MAY REQUIRE INTERCEPTORS AT A LATER DATE. 3

ANY SEWERS NOT IN PUBLIC STREETS SHALL SHOW RECORDED EASEMENTS. 2

NO SEWER UNDER 9’ DEEP UNLESS APPROVED BY THE CITY OF ST. GEORGE. 1

CITY OF ST. GEORGE WASTEWATER NOTES

METERING STANDARDS.

PLEASE REFERENCE WWW.DIXIEPOWER.COM FOR INFORMATION ON INSTALLATION GUIDELINESAND 9

15 FT IN FRONT AND BACK FOR PMH HARDWARE) FOR EASE OF ACCESS.

LANDSCAPING (15FT IN FRONT AND 5FT ON SIDES AND BACK FOR TRANSFORMERS AND SWITCHES AND THAN 15 FT AT MAXIMUM MATURITY. ALL UNDERGROUND FACILITIES SHALL BE LEFT OPEN FROM OVERHEAD POWER LINE EASEMENTS SHALL NOT BE LANDSCAPED WITH TREES THAT GROW MORE 8

AND MUST BE PRE-APPROVED AND DOCUMENTED BY DIXIE POWER PRIOR TO INSTALLATION.

ANY IN-FIELD CHANGES TO THE JUC APPROVED POWER DESIGN WILL BE AT THE OWNER’S EXPENSE 7

FOLLOWED AT ALL TIMES.

POWER’S ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. BLUE STAKES PROTOCOL SHALL BE ALL CHANGES TO EXISTING GRADES NEAR EXISTING POWER UTILITIES MUST BE APPROVED BY DIXIE 6

SUBMITTED TO DIXIE POWERS ENGINEERING DEPARTMENT UPON COMPLETION OF THE PROJECT.

FIELD DENSITY REPORTS FROM AN ACCREDITED GEOTECHNICAL ENGINEERING COMPANY SHALL BE 5

AND HEAVY HARDWARE LOCATIONS. TESTING IS TO BE DONE AT MIDDLE AND TOP OF TRENCH.

95%IN ROADWAYS/SIDEWALKS AND 90% BEHIND SIDEWALKS AND AT ALL PREPARED TRANSFORMER PAD ALL JUC TRENCHES SHALL BE BACKFILLED AND COMPACTED IN 6 TO 8” LIFTS TO A COMPACTION OF 4

COMPLETED, THE COSTS TO CHANGE THE ELEVATION SHALL BE BILLABLE TO THE OWNER.

CONSTRUCTION CAN BEGIN. IF THE GRADE CHANGES AFTER THE CONSTRUCTION HAS BEEN

CONSTRUCTED, THE FINAL GRADE OF THE EASEMENT SHALL BE ESTABLISHED BEFORE

FACILITIES THAT ARE TO BE INSTALLED WITH THIS PROJECT. IF OVERHEAD POWER LINES ARE BEING IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE LOCATIONS AND ELEVATIONS FOR EACH OF THE 3

DIXIE POWER NOTES CONTINUED

INSPECTOR TO THE PROJECT SITE.

FEET OF A HIGH- PRESSURE GAS LINE. THIS WILL SCHEDULE A DOMINION ENERGY HIGH PRESSURE 324-3370 OR BRYAN WARD 435-559-6547, AT LEAST 48 HOURS IN ADVANCE, BEFORE WORKIGN WITHIN 10 HIGH PRESSURE GAS NOTE: CONTRACTOR IS REQUIRED TO CALL HIGH PRESSURE DISPATCH AT 801-11

TOP BACK OF CURB.

IS BURIED, STREETS ARE WITHIN 6 INCHES OF SUB-GRADE AND THE UTILITY EASEMENT IS GRADED TO **IMPORTANT NOTICE** GAS WILL BE PUT ON THE SCHEDULE FOR INSTALLATION WHEN POWER TRENCH 10

OF INSTALLATION.

CONTACT JC HALL, 435-210-0729, AT LEAST TWO (2) WEEKS PRIOR TO BEING READY, FOR SCHEDULING 9

FAILURE TO COMPLY WITH THE ABOVE NOTES WILL RESULT IN DELAY OF SERVICE TO THIS PROJECT.8

STAKED BY DEVELOPER.

POWER, WATER, SEWER LINES, CULVERTS OR OTHER HAZARDS NOT CLEARLY NOTICEABLE SHALLBE 7

BE INSTALLED.

PROPERTY LOT LINES, BACK OF CURB AND GRADE MUST BE STAKED BYDEVELOPER BEFORE GAS WILL 6

PILES SHALL BE CLEARED AWAY.

ALL TRENCHES SHALL BE BACKFILLED AND ALL DEBRIS, CONSTRUCTION MATERIALS AND EXCESS DIRT 5

COSTS OF ANY GAS LINES TO BE LOWERED AND/OR RELOCATED AFTER INSTALLATION. **

BLOCK WALLS MAY BE CONSTRUCTED ON/IN A PUE **DEVELOPER WILL BE RESPONSIBLE FOR THE INCHES OF TOP BACK OF CURB BEFORE GAS LINES WILL BE INSTALLED. **NO RETAINING, ROCK, OR ALL OF THE UTILITY EASEMENTS BACK OF SIDEWALK WILL BE GRADED, AT FULL WIDTH, TO WITHIN 6 4

MAP WILL BE AVAILABLE AT DOMINION ENERGY FOR CASING LOCATIONS (1155 E 350 N - STGEORGE).

IF CASINGS/CONDUITS ARE NEEDED, THEY ARE TO BE INSTALLED BY DEVELOPER AT THEIR COSTS. A 3

DEVELOPER WILL BE RESPONSIBLE TO GET ALL COMPACTION TESTS DONE AT DEVELOPER’S EXPENSE. 2

BREAKING GROUND FOR GAS SIGN UP - ERIC WARD 435-669-2269.

DEVELOPER NEEDS TO CONTACT DOMINION ENERGY PRECONSTRUCTION DEPARTMENT PRIOR TO 1

DOMINION ENERGY NOTES

THE DEVELOPER WILL BE PROVIDED WITH AN ESTIMATE OF COSTS FOR WORK DONE.

RELOCATION OF EXISTING NEW OR EXISTING INFOWEST FACILITIES ARE BILLABLE TO THE DEVELOPER. 6

3559 OR JUC@infowest.com.

ANY QUESTIONS REGARDING SERVICE SHOULD BE DIRECTED TOWARDS GAB TREMBLEY AT 435-272- 5

THE EXTERIOR OF BUILDING.

FOR COMMERCIAL PROJECTS WITH AN MDF/COMM ROOM. DEVELOPER WILL INSTALL A 2” PVC RUN TO 4

DELIVERY AT LEAST ONE (1) WEEK PRIOR TO OPENING THE TRENCH.

INFOWEST WILL PROVIDE ALL CONDUITS. CALL 435-272-3559 OR EMAIL JUC@infowest.com FOR CONDUIT 3

ANY MODIFICATIONS REQUIRED TO FEED PROJECT WILL BE BILLED TO THE DEVELOPER.2

DEVELOPER TO PROVIDE ALL REQUIRED TRENCHING WITHIN THE PROJECT. 1

INFOWEST, CATV/FIBER OPTIC NOTES

OWNER, ALL CONDUITS SHALL BE SAND BEDDED BEFORE NATIVE BACKFILL CAN BE UTILIZED.

ITS APPROVED CONSTRUCTION CREWS. IF BACKFILL AND COMPACTION IS TO BE PROVIDED BY

ALL PRIMARY AND SECONDARY POWER INSTALLATION SHALL BE PERFORMED BY DIXIE POWER AND 2

PAYMENTS HAVE BEEN MADE IN FULL.

ESTIMATE. CONSTRUCTION ON THIS PROJECT WILL NOT COMMENCE UNTIL ALL CONSTRUCTION

DIXIE POWER’S ENGINEERING DEPARTMENT SHALL COMMENCE WITH THE FINAL CONSTRUCTION

UNTIL ACCOMPANIED BY A JUC APPROVAL STAMP. UPON RECEIPT OF THE JUC APPROVED DRAWING, THE POWER DESIGN ON THIS UTILITY PLAN IS CONSIDERED BY DIXIE POWER TO BE PRELIMINARY 1

DIXIE POWER NOTES

DESIGN BY:

DRAWN BY:

CHECKED BY:

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JUB PROJ. # :

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

J-U-B ENGINEERS, INC.

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No. 14222224

JORDAN DENNIS

STATE OF UTAH

SEAL

ELECTRONIC

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D a te C re a te d

8/5/2025LAST UPDATED:

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TAGGING REQUIREMENTS WITH THE SGES INPECTOR.

INSTALLATION GUIDELINES AND METERING STANDARDS. COORDINATE EQUIPMENT MARKING AND

PLEASE REFERENCE THE CURRENT SGES UNDERGROUND STANDARDS FOR INFORMATION ON 12

AND IRRIGATION LINES.

ACCESS TO OR INTO PAD MOUNT EQUIPMENT. MAINTAIN 5-FT MIN. SEPARATION BETWEEN POWER

MORE THAN 15-FTWHEN FULLY MATURED. MATURE VEGETATION SHALL NOT OBSTRUCT SGES

AND APPLICABLE SGES DETAILS. TREES PLANTED UNDER OVERHEAD POWER SHALL NOT GROW

LANDSCAPING AROUND ALL PRIMARY POWER EQUIPMENT SHALL CONFORM TO SGES STANDARDS 11

EXPENSE AND MUST BE PRE-APPROVED AND DOCUMENTED BY SGES PRIOR TO INSTALLATION.

ANY IN-FIELD CHANGES TO THE JUC APPROVED POWER DESIGN WILL BE AT THE DEVELOPER’S 10

SGES PRIOR TO CONSTRUCTION.

ALL CHANGES TO EXISTING GRADES NEAR EXISTING POWER UTILITIES MUST BE APPROVED BY 9

ENGINEERING DEPARTMENT UPON COMPLETION OF THE PROJECT.

ACCREDITED GEOTECHNICAL ENGINEERING COMPANY SHALL BE SUBMITTED TO THE SGES

COMPACTED IN 6” TO 8” LIFTS TO A COMPACTION OF 95%. FIELD DENSITY REPORTS FROM AN

TRANSFORMER PADS AND OTHER HEAVY ELECTRICAL EQUIPMENT SHALL BE BACKFILLED AND

ALTERNATE TRENCH CONSTRUCTION SHALL BE APPROVED BY SGES PRIOR TO INSTALLATION.

TOP OF TRENCH. TRENCH CONSTRUCTION SHALL CONFORM TO SGES DETAILS D13, D14, D15, & D18.

95% IN ROADWAYS/SIDEWALKS AND 90% BEHIND SIDEWALK. TESTING IS TO BE DONE AT MIDDLE AND ALL JUC TRENCHES WILL BE BACKFILLED AND COMPACTED IN 6” TO 8” LIFTS TO A COMPACTION OF 8

TBC LOCATION AND ELEVATION, OR OTHER, PRIOR TO PLACEMENT OF ELECTRICAL EQUIPMENT.

SGES UNDERGROUND STANDARDS. CONTRACTOR SHALL PROVIDE APPLICABLE CONTROL SUCH AS

BEHIND TBC BUT SHALL NOT BE LESS THAN PAD MOUNT CLEARANCES IDENTIFIED IN THE CURRENT ELEVATION SHALL BE BILLABLE TO THE OWNER. PAD MOUNT EQUIPMENT IS TYPICALLY PLACED 6-FT

CHANGES AFTER THE CONSTRUCTION HAS BEEN COMPLETED, THE COST TO CHANGE THE

BEGIN FOR ANY BURIED POWER, PAD MOUNT EQUIPMENT, OR OVERHEAD POWER. IF THE GRADE

THE FINAL GRADE OF THE AREA/EASEMENT SHALL BE ESTABLISHED BEFORE CONSTRUCTION CAN EASEMENTS FOR EACH OF THE POWER FACILITIES THAT ARE TO BE INSTALLED WITH THE PROJECT.

IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE LOCATIONS, ELEVATIONS, AND APPLICABLE 7

INSPECTION.

WILL BE BILLED TO THE PREQUALIFIED CONTRACTOR/OWNER AND PAID PRIOR TO THE FINAL

PRIOR TO A PERMIT BEING ISSUED. OVERHEAD POWER OR OTHER WORK COMPLETED BY SGES

FEES AND OTHER APPLICABLE COSTS ASSESSED BY SGES UPON JUC APPROVAL SHALL BE PAID

STANDARDS. ALL OVERHEAD WORK/INSTALLATION MUST BE COMPLETED BY SGES. INSPECTION

AND INSTALLED BY A CONTRACTOR THAT HAS BEEN PREQUALIFIED BY SGES AND MEET ALL SGES ALL PRIMARY UNDERGROUND POWER WORK AND STREET LIGHT INSTALLATION MUST BE PROVIDED 6

BIDABLE UNTIL ACCOMPANIED BY A JUC APPROVAL STAMP.

THE POWER DESIGN ON THIS UTILITY PLAN IS CONSIDERED BY SGES AS PRELIMINARY AND NON-5

CONTRACTOR TO FOLLOW ALL BLUE STAKES PROTOCOLS.4

CONDUIT SHALL BE SIZED BY THE BUILDING ELECTRICAL ENGINEER.

SECONDARY WIRE MAINTAINED BY SGES SHALL BE ALUMINUM. OTHERWISE, SECONDARY WIRE AND SERVICES (SGES), WIRE AND CONDUIT SIZES WILL BE SPECIFIED ON THE APPROVED JUC PLAN.

AND VOLTAGE DROP. WHERE SECONDARY POWER IS MAINTAINED BY ST. GEORGE ENERGY

RATING OF 90°C AND CONFORM TO CURRENT NEC REQUIREMENTS FOR ALLOWABLE AMPACITIES

SECONDARY POWER FROM TRANSFORMER TO METER: ALL WIRE SHALL HAVE A TEMPERATURE 3

OTHERWISE NOTED. ALL WIRE SHALL HAVE A TEMPERATURE RATING OF 90°C

PRIMARY POWER FROM VAULT TO TRANSFORMER SHALL BE 1/0 WIRE IN 3” CONDUIT UNLESS 2

PRIMARY POWER FROM SWITCH TO SWITCH SHALL BE 750 WIRE IN 3” CONDUIT (90°C TEMP. RATING).1

ST. GEORGE ENERGY SERVICES POWER NOTES

PROVIDE ADDRESSES WILL RESULT IN A DELAY OF SERVICE TO PROJECT.

STREET NAMES AND ADDRESSES WITHIN THREE (3) WEEKS OF UTILITY PLAN APPROVAL. FAILURE TO

WEEKS BEFORE RELOCATION IS REQUIRED 7. DEVELOPER IS RESPONSIBLE TO PROVIDE ALL

OWNER/DEVELOPER. CENTURYLINK ENGINEER MUST BE CONTACTED A MINIMUM OF FOUR (4)

ANY CENTURYLINK FACILITY RELOCATIONS ASSOCIATED WITH PROJECT WILL BE BILLABLE TO 6

MATHEWS AT 435-673-9639.

ANY QUESTIONS TO JUC APPROVED PLANS PLEASE CONTACT CENTURYLINK ENGINEER ZACH 5

ALL CONDUIT IS 2” UNLESS OTHERWISE NOTED. 4

INTEGRITY.

CONTRACTOR TO INSTALL CONDUIT AND PLACE PULL STRING IN ALL CONDUIT TO VERIFY CONDUIT 3

DAYS PRIOR TO REQUIRING CONDUIT TO SCHEDULE DELIVERY.

CENTURYLINK WILL PROVIDE ALL CONDUIT AND DELIVER TO JOB SITE. CALL 435-632-6553 SEVEN (7) 2

CONTACT CENTURYLINK ENGINEER FOR PRINT IF NEEDED.

DEVELOPER TO PLACER CONDUIT IN ALL JUC TRENCH AND STUB UP AT ALL POWER LOCATIONS. 1

CENTURYLINK NOTES

THE DEVELOPER ON THIS PROJECT.

DEVELOPER/CONTRACTOR AS WILL DAMAGES CAUSED BY OTHER CONTRACTORS WORKING FOR

ANY MODIFICATIONS AFTER CONDUIT/CABLE PLACEMENT WILL BE BILLABLE TO THE 5

DEVELOPER/CONTRACTOR

RELOCATION OF NEW OR EXISTING TDS FACILITIES WILL BE BILLABLE TO THE 4

TO TDS ENGINEERING AT 435-288-1415.

SERVICE. ANY OTHER QUESTIONS REGARDING CONSTRUCTION OF SERVICE SHOULD BE DIRECTED CONTACT TDS PRIOR TO CONSTRUCTING BUILDINGS FOR PREWIRE OPTIONS FOR FIBER OPTIC 3

288-1415 AT LEAST 3 WEEKS PRIOR TO OPENING TRENCH TO CREATE DESIGN AND SCHEDULE WORK.

TDS WILL PLACE CONDUITS IN AN OPEN/JOINT TRENCH. PLEASE CONTACT TDS ENGINEERING AT 435-2

ALONG THE PERIPHERY TO FEED THIS PROJECT WILL BE BILLED TO THE DEVELOPER.

THE DEVELOPER WILL PROVIDE ALL REQUIRED TRENCH WITHIN THE PROJECT. ANY MODIFICATIONS 1

TDS, CATV/BROADBAND NOTES

WASTEWATER AS OUTLINED IN ORD. 8-4-2.1 (PROHIBITED DISCHARGE STANDARDS).

NO USER SHALL INTRODUCE OR CAUSE TO BE INTRODUCED INTO THE POTW ANY POLLUTANT OR 8

THEM. ANY QUESTIONS CAN BE DIRECTED TO (435) 627-4266.

FIXTURES ARE INSTALLED, PLUMBED TO THE GREASE INTERCEPTOR, AND HAVE RUNNING WATER TO

PRETREATMENT DEPARTMENT BY VISITING PRETREATMENT.SGCITY.ORG WHEN ALL KITCHEN

TEST PERFORMED BY THE PRETREATMENT DEPARTMENT. REQUEST A DYE TEST FROM THE

FOLLOWING THE INTERCEPTOR LEAK TEST APPROVAL, ALL KITCHEN FIXTURES MUST PASS A DYE

INTERCEPTOR. PRIOR TO OCCUPANCY AND/OR THE ISSUANCE OF THE BUSINESS LICENSE AND

MACHINES) MUST DISCHARGE TO THE GREASE WASTE LINE THAT FLOWS INTO THE GREASE

ALL KITCHEN FIXTURES (INCLUDING MOP SINKS AND EXCLUDING HAND WASHING SINKS AND ICE 7

SECONDARY CONTAINMENT TO PREVENT DISCHARGE INTO THE SANITARY SEWER.

ALL DRAINS NEAR CHEMICAL STORAGE SHALL BE PLUGGED AND/OR CHEMICALS SHALL HAVE 6

RECOMMENDED. (ORD. 8-4-14-4)

INSTALLATION AND USE OF FOOD GRINDERS IN NEW AND/OR REMODELED FSE’S ARE NOT 5

TRAPS, IS PROHIBITED. (ORD. 8-4-14-4)

DEGREES FAHRENHEIT (140°F) TO ANY FOGS CONTROL DEVICE, INCLUDING INTERCEPTORS AND

THE DISCHARGE OF WASTEWATER WITH TEMPERATURES IN EXCESS OF ONE HUNDRED FORTY 4

STANDARD DETAIL. (ORD. 8-4-14-3)

ALL PLANS PROPOSING TO INSTALL AN INTERCEPTOR MUST INCLUDE THE CITY OF ST. GEORGE 3

UNLESS THE FACILITIES ARE RETROFITTED FOR INDEPENDENT LINES. (ORD. 8-4-14-3)

INSTALL A COMMON INTERCEPTOR, THEN NO FUTURE FOOD ESTABLISHMENT SHALL BE PERMITTED, DOES NOT FACILITATE THE INSTALLATION OF INDEPENDENT WASTEWATER DISCHARGE LINES AND

AND THEREFORE DO NOT NEED A GREASE INTERCEPTOR, AND THE OWNER OF THE STRUCTURE

BUILDING HAS PLANNED OCCUPANCY BY ONE OR MORE BUSINESSES THAT DO NOT GENERATE FOG, UNIT. IF A NEW SOURCE COMMERCIAL STRUCTURE, STRIP MALL, OR MULTI-TENANT ESTABLISHMENT

WASTEWATER DISCHARGE LINES STUBBED OUT WITHIN EACH DESIGNATED FUTURE FOOD

BUILDINGS, SHALL INSTALL INDEPENDENT OCCUPIED BUILDINGS, OR PLANNED UNOCCUPIED

ALL NEWLY CONSTRUCTED COMMERCIAL STRUCTURES, STRIP MALLS, MULTI-TENANT PLANNED 2

DELIVERED TO ANOTHER LOCATION FOR CONSUMPTION.(ORD. 8-4-14-2)

PREMISES; (B) CALLED FOR OR TAKEN OUT BY CUSTOMERS; OR (C) PREPARED PRIOR TO BEING

PREPARED, SERVED, OR SOLD FOR IMMEDIATE CONSUMPTION ON OR IN THE VICINITY OF THE

OR ANY ROOM OR DIVISION IN A BUILDING, VEHICLE, PLACE, OR STRUCTURE, WHERE: (A) FOOD IS A “FOOD SERVICE ESTABLISHMENT”IS DEFINED AS ANY BUILDING, VEHICLE, PLACE, OR STRUCTURE, 1

PRETREATMENT NOTES

UTILITIES

MARKING OF UNDERGROUND MEMBER

YOU DIG, GRADE, OR EXCAVATE FOR THE

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

before you dig.Call

. belowKnow what's

R

ITS/ SIGNAL SUPERVISOR801-830-9556 (o)TYSON LARSON

UDOT -

PROGRAM MANAGER435-705-0787 MIKE SMITH

TRAFFIC PLANNER435-627-4060 MONTY THURBER

ENGINEERING MANAGER435-627-4050 (o)CATHERINE HASFURTHER, PE

CITY OF ST. GEORGE -

PROJECT ENGINEER 435-713-9514 (o)JORDAN DUNCAN, PE

PROJECT MANAGER435-900-1230 (o)TRAVIS MARDEN, PE

ENGINEER -

CONTACT PHONE NUMBERS

DESIGN BY:

DRAWN BY:

CHECKED BY:

B Y

A P

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SHEET NUMBER:

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JUB PROJ. # :

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

J-U-B ENGINEERS, INC.

J -U

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.9

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No. 14222224

JORDAN DENNIS

STATE OF UTAH

SEAL

ELECTRONIC

SEAL

ELECTRONIC

LANOISS

E F

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IN

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E m u e l P o w tt e d B y

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C - 1 01

SAMPLE: C-101

DISCIPLINE DESIGNATOR

SHEET TYPE DESIGNATOR

SHEET SEQUENCE NUMBER

ALL RESOURCERRESOURCE

ALL PROCESSDPROCESS

ALL PLUMBINGPPLUMBING

ALL ELECTRICALEELECTRICAL

ALL MECHANICALMMECHANICAL

ALL EQUIPMENTQEQUIPMENT

ALL ARCHITECTUREAARCHITECTURAL

ALL STRUCTURALSSTRUCTURAL

ALL LANDSCAPELLANDSCAPE

ALL CIVILCCIVIL

ALL GEOTECHNICALBGEOTECHNICAL

ALL SURVEYVSURVEY/MAPPING

GENERAL RESOURCEGR

GENERAL CONTRACTUALGC

GENERAL INFORMATIONGI

ALL GENERALG

GENERAL

DESCRIPTIONDESIGNATORDISCIPLINE

DISCIPLINE DESIGNATORS

3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES, PHOTOS)9

USER DEFINED8

USER DEFINED7

SCHEDULES AND DIAGRAMS6

DETAILS OR COMBINED DETAILS AND SECTIONS5

LARGE-SCALE VIEWS (PLANS, ELEVATIONS, ECT.)4

SECTIONS (SECTIONAL VIEWS)3

ELEVATIONS, PROFILES, COMBINED PLAN & PROFILES2

PLANS (HORIZONTAL VIEWS)1

GENERAL (SYMBOLS, LEGENDS, NOTES, ETC.)0

SHEET TYPEDESIGNATOR

SHEET TYPE DESIGNATORS

SECTION IDENTIFICATION DETAIL IDENTIFICATION

SECTION VIEW IS LOCATED ON THE SAME SHEET.

OF THE IDENTIFIER IF THE DETAIL DRAWING OR

A DASH MAY BE PLACED IN THE LOWER PORTION

NOTE:

SCALE:A

SECTION

SCALE:A1

DETAIL

C A

L L

O U

T L

A B

E L

A C-501

SECTION AND DETAIL IDENTIFIERS

SHEET NUMBERING

SECTION LETTER

LOCATED

SECTION DRAWING IS

SHEET NUMBER WHERE

DETAIL NUMBER

LOCATED

DETAIL DRAWING IS

SHEET NUMBER WHERE

SECTION LETTER DETAIL NUMBER

LINE LEGEND

STORM DRAIN (GENERAL)

STORM DRAIN

ROOF DRAIN

SD

X"SD

RD

SD

X"SD

RD

STORM DRAIN

LAND DRAIN LD LD

SANITARY SEWER (GENERAL)

SANITARY SEWER

SANITARY SEWER SERVICE

SEWER FORCE MAIN

SS

X"SS

FM

SS SS

SS

X"SS

FM

SS SS

SANITARY SEWER

WATER (GENERAL)

WATER (SPECIFIED SIZE)

WATER SERVICE

W

X"W

WS WS

W

X"W

WS WS

WATER

IRRIGATION

GRAVITY IRRIGATION

PRESSURE IRRIGATION

POTABLE WATER

NON-POTABLE WATER

IRR

GIRR

PIRR

PW

NPW

IRR

GIRR

PIRR

PW

NPW

IRRIGATION

NATURAL GAS

NATURAL GAS SERVICE

HIGH PRESSURE GAS

LIQUID GAS

G

G G

HPG

LG

G

G G

HPG

LG

GAS

INDUSTRIAL WASTE WATER

CHLORINE LINE

DRAIN LINE

IWW IWW

DL

CHLCHL

UTILITY

DL

PROPERTY LINE

RIGHT OF WAY

TEMPORARY EASEMENT

PERMANENT EASEMENT

PROPERTY LINE

R/W

P/L

R/W

P/L

T/E

P/E

T/E

P/E

TOWNSHIP AND RANGE

SECTION LINE

QUARTER SECTION LINE

1/16 SECTION LINE

STATE LINE

COUNTY LINE

BOUNDARY

FENCE

MAJOR CONTOUR

MINOR CONTOUR

CUT LIMITS

FILL LIMITS

DITCH

EDGE OF WATER

GRADE BREAK

TOP OF BANK

TOE OF SLOPE

HIGH WATER

WETLAND BOG

WETLAND MARSH

WETLAND SWAMP

STORM SWALE

X X

GB

TOB

TOE

BOG

MRSH

SWMP

WETLAND WET

SITE

CUT LIMITS

FILL LIMITS

CUT

FILL

ROAD SHOULDER

ROAD CENTERLINE

ROAD ASPHALT

ROAD GRAVEL

LANDSCAPING LIMITS

TOP BACK OF CURB

LIP OF GUTTER

EP

EG

LS LS

ROADWAY

EG

OVERHEAD POWER

UNDERGROUND POWER

OVERHEAD TELEPHONE

UNDERGROUND TELEPHONE

FIBER OPTIC

CABLE TELEVISION

OHP

UP

OHT

UT

F/O

CTV

OHP

UP

OHT

UT

F/O

CTV

TEL, CABLE TV

UNDERGROUND POWER, P,T,CTV

TEL, CABLE TV, GAS

UNDERGROUND POWER, P,T,CTV,G

POWER / COMMUNICATIONS

LINE

EXISTING

DESCRIPTION

LINE

LINE

PROPOSED

LINE

EXISTING

DESCRIPTION

LINE

LINE

PROPOSED

A1 C-501

DESIGN BY:

DRAWN BY:

CHECKED BY:

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J-U-B ENGINEERS, INC.

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.9

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No. 14222224

JORDAN DENNIS

STATE OF UTA

H

SEAL

ELECTRONIC

SEAL

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LANOI

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TREE (CONIFEROUS)

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SIGN

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THRUST BLOCK

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PRESSURE CLEAN OUT

PCG PCG

VAULT V V

UTILITIES

TVTV

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TELE. POLE

TELE. PEDESTAL

TV PEDESTAL

T

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WATER VALVE

FIRE HYDRANT

W W

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SPIGOT

DOMESTIC WATER

POWER STUB

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JUNCTION BOX

STREET LIGHT

ELEC. METER

POWER POLE

ELEC. TRANS.

E

E E

E E

J

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J

TRAFFIC SIGNAL POLE

ELECTRIC

IRRIGATION VALVE BOX

IRRIGATION VALVE

SPRINKLER

IRR IRR

IRRIGATION

I I

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GAS METER

G G

G G

NATURAL GAS

SS MANHOLE

SEWER STUB

CLEANOUT

S S

SANITARY SEWER

S

SD MANHOLE

GREASE TRAP

CATCH BASIN

D

DRY WELL

FLARE END

DW DW

STORM DRAIN

FITTINGS

CAP

CROSS

REDUCER (CONCENTRIC)

REDUCER (ECCENTRIC)

COUPLING

TEE

WYE

TRUE UNION

AIR VALVE

COMBO VALVE

BLOW OFF

AA

B B

CC

BALL VALVE (N.O.)

PLUG VALVE (N.O.)

BUTTERFLY VALVE

CHECK VALVE

PLUG VALVE (N.C.)

CHECK VALVE (FLANGE)

CHECK VALVE (MJ)

BALL VALVE (N.C.)

VALVES

GATE VALVE

HANDICAP SYMBOL

BICYCLE ROUTE

ARROW STRAIGHT

TURN ARROW

ARROW STRAIGHT/TURN

CAR

ROAD MARKINGS

MAST ARM

PEDESTRIAN SIGNAL

TRAFFIC LIGHT

INTERSTATE ROUTE

STATE ROUTE

ROADWAY

US ROUTE

TYPE 2 BARRICADE

TRAFFIC ATTENUATOR

JERSEY BARRIER

ROADWAY (CONT.)

SYMBOL

EXISTING

DESCRIPTION

SYMBOL

SYMBOL

PROPOSED

SYMBOL

EXISTING

DESCRIPTION

SYMBOL

SYMBOL

PROPOSED

SYMBOL

EXISTING

DESCRIPTION

SYMBOL

SYMBOL

PROPOSED

SYMBOL

EXISTING

DESCRIPTION

SYMBOL

SYMBOL

PROPOSED

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JUB PROJ. # :

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

J-U-B ENGINEERS, INC.

J -U

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.9

.1

No. 14222224

JORDAN DENNIS

STATE OF UTA

H

SEAL

ELECTRONIC

SEAL

ELECTRONIC

LANOI

S

S

E F

O R

P

EN

G

IN

E

E m u e l

P o w tt e d B y

P lo t D a te

07-25-015_G-005

/2

/2

D a te

C re a te d

9/4/2025LAST UPDATED:

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100+50.00

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DESIGN BY:

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JUB PROJ. # :

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

J-U-B ENGINEERS, INC.

J -U

-B E

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M a in

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.9

.1

No. 14222224

JORDAN DENNIS

STATE OF UTAH

SEAL

ELECTRONIC

SEAL

ELECTRONIC

LANOISS

E F

O R

P

EN

G

IN

E

E m u e l P o w tt e d B y

P lo t D a te

07-25-015_G-101

/1

/2

D a te C re a te d

9/4/2025LAST UPDATED:

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B .C

O M

\C E

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A R

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COSTCO ENTRANCE

SR-7 WB ON/OFF RAMP

S

C

S

50+00 51+00 52+00

E

C

N

Existing R/W Line

Existing Curb and Gutter

Existing Sidewalk

Existing Edge of Pavement

Existing Edge of Pavement

Existing Sidewalk

Existing Curb and Gutter

Existing R/W LineExisting R/W Line

Existing Curb and Gutter

Existing Sidewalk

Existing Sidewalk

Existing Curb and Gutter

Existing R/W Line

R3

R3

R3

R3 R3

R3

X1X1

X1 X1

X3

X3

X3

X3

R1

R1

Dixie Power

Existing Buried Electric

Lumen

Existing Buried Cable

Dixie Power

Existing Buried Electric

City of St. George

Existing 12" Water

Dominion Energy

Existing Gas

Dixie Power

Existing Buried Electric

Lumen

Existing Buried Cable

City of St. George

Existing Storm Drain

City of St. George

Existing 18" Water

Dominion Energy

Existing 2" Gas

City of St. George

Existing 8" Water

City of St. George

Existing 8" Sewer

Dominion Energy

Existing 6" Gas

City of St. George

Existing Storm Drain

City of St. George

Existing Storm Drain

Lumen

Existing Buried Cable

R2

R2

R2

R2

City of St. George

Existing Fire Hydrant

49+86.32 LT 29.50

49+95.16 LT 26.14

100+90.92 LT 44.51

100+99.19 LT 49.53

101+13.88 LT 59.65

101+20.56 LT 59.94

101+14.80 RT 45.63

51+13.68 LT 38.07

51+06.25 LT 29.35

100+94.11 RT 38.29

51+16.03 RT 37.23

99+96.65 RT 49.46

99+70.96 LT 54.70

99+94.01 LT 45.57

49+87.90 RT 36.54

49+96.54 RT 32.67

LT 41.27

100+02.44

51+07.72 RT 29.24

100+03.22 RT 40.55

A

REMOVE LIGHT POLE BY OTHERS

TRANSFORMER BY OTHERS

NOTES:

1. MATCH EXISTING WIDTH AND SECTION OF EXISTING SIDEWALK.

99+75.96 LT 54.71

101+00.70 LT 3.43

101+01.26 RT 4.96

101+22.39 RT 4.24101+22.15 LT 4.31

2:1 TAPERED END

X2 X2

HMA, 3/4 INCH MIX (6" THICK)

UNTREATED BASE COURSE (PLAN QUANTITY) (12" THICK)

ROADWAY EXCAVATION (PLAN QUANTITY)

3'

R4

DESIGN BY:

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SHEET NUMBER:

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B Y

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D A

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JUB PROJ. # :

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

J-U-B ENGINEERS, INC.

J -U

-B E

N G

IN

E

E R

S

IN

C w w w .j u b .c o m

S R

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O F

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G e o rg e

U T

N

M a in

S tr e e t

P h o n e

.9

.1

No. 14222224

JORDAN DENNIS

STATE OF UTA

H

SEAL

ELECTRONIC

SEAL

ELECTRONIC

LANOI

S

S

E F

O R

P

EN

G

IN

E

E m u e l

P o w tt e d B y

P lo t D a te

07-25-015_C-101

/6

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D a te

C re a te d

9/4/2025LAST UPDATED:

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B .C

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S

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C

D E

S E

R T C

O L

O R P

A R

K W

A Y

COSTCO ENTRANCE

SR-7 WB ON/OFF RAMP

S

C

52+00

E

C

N

Existing R/W Line

Existing Curb and Gutter

Existing Sidewalk

Existing Edge of Pavement

Existing Edge of Pavement

Existing Sidewalk

Existing Curb and Gutter

Existing R/W LineExisting R/W Line

Existing Curb and Gutter

Existing Sidewalk

Existing Curb and Gutter

Existing R/W Line

HMA, 3/4 INCH MIX (6" THICK)

UNTREATED BASE COURSE (PLAN QUANTITY) (12" THICK)

ROADWAY EXCAVATION (PLAN QUANTITY)

U1

U2

Dixie Power

Existing Buried Electric

Lumen

Existing Buried Cable

Dixie Power

Existing Buried Electric

City of St. George

Existing 12" Water

Dominion Energy

Existing Gas

Dixie Power

Existing Buried Electric

City of St. George

Existing Storm Drain

City of St. George

Existing 18" Water

Dominion Energy

Existing 2" Gas

City of St. George

Existing 8" Water

City of St. George

Existing 8" Sewer

Dominion Energy

Existing 6" Gas

City of St. George

Existing Storm Drain

City of St. George

Existing Storm Drain

Lumen

Existing Buried Cable

City of St. George

Existing Fire Hydrant

BY OTHERS

TRANSFORMER

U1

2601.69 (MATCH EX.)

99+75.00 RT 0.00

2606.81 (MATCH EX.)

101+19.07 RT 0.00

DESIGN BY:

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D A

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SHEET NUMBER:

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B Y

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JUB PROJ. # :

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

J-U-B ENGINEERS, INC.

J -U

-B E

N G

IN

E

E R

S

IN

C w w w .j u b .c o m

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M a in

S tr e e t

P h o n e

.9

.1

No. 14222224

JORDAN DENNIS

STATE OF UTA

H

SEAL

ELECTRONIC

SEAL

ELECTRONIC

LANOI

S

S

E F

O R

P

EN

G

IN

E

E m u e l

P o w tt e d B y

P lo t D a te

07-25-015_C-101A

/3

/2

D a te

C r e a te d

9/4/2025LAST UPDATED:

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B .C

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\C E

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C-101A

51+35.00

SAWCUT LINE

101+22.00

SAWCUT LINE

49+88.25

SAWCUT LINE

99+75.00

SAWCUT LINE

2.0%2.0%

2.1% 2.0%

.6

2.0%2.0%

S E

R T C

O L

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COSTCO ENTRANCE

SR-7 WB ON/OFF RAMP

S

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50+00 51+00 52+00

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C

N

A1

B1

C1

D1

D7

A

B

CD

A2

A3

A4

A5

A6

B2

B3

B4

B5

C2

D2

D3

D4

D5

D6

1.

5%

.5

1.5%

1.5

.5

.5

1.5%

3.6%

.7

.2

1.6%

.0

.6

4.7%

5.4%

DESIGN BY:

DRAWN BY:

CHECKED BY:

B Y

A P

R

D A

T E

SHEET NUMBER:

D E

S C

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IP

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JUB PROJ. # :

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

J-U-B ENGINEERS, INC.

J -U

-B E

N G

IN

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S

IN

C w w w .j u b .c o m

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O F

S T

G

E O

R G

G e o rg e

U T

N

M a in

S tr e e t

P h o n e

.9

.1

No. 14222224

JORDAN DENNIS

STATE OF UTA

H

SEAL

ELECTRONIC

SEAL

ELECTRONIC

LANOI

S

S

E F

O R

P

EN

G

IN

E

E m u e l

P o w tt e d B y

P lo t D a te

07-25-015_CG-101

/6

/2

D a te

C re a te d

9/4/2025LAST UPDATED:

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B .C

O M

\C E

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S \U

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CG-101

50+00 51+00 52+00

N

S E

E S

H E

E T C

S -1

M A

T C

H L

IN

E

STOP

X5

NOTES

1. ONLY REMOVE STRIPING OUTSIDE OF NEW PAVEMENT LIMITS IF

ALTERNATE PAVING IS USED.

2. MAINTAIN EXISTING STOP SIGN UNTIL SIGNAL IS OPERATIONAL.

51+02.94 LT 6.00

51+03.52 RT 6.34

50+97.82 LT 29.39

RT 30.36

100+82.93

51+00.61 RT 29.26

51+11.01 RT 17.39

100+19.67 RT 34.13

100+24.10 LT 38.72

100+74.70 LT 40.08

100+89.57 LT 42.08

100+93.65 LT 41.62

100+94.19 LT 37.03

100+98.55 RT 0.33

100+99.86 RT 16.49

101+08.88 RT 27.77

101+23.02 RT 27.25

101+21.84 LT 14.47

LT 13.36

100+96.97

101+03.00 LT 25.59

101+21.47 LT 26.59

101+21.08 LT 38.64

101+22.73 RT 16.16

51+11.55 LT 20.01

100+00.52 RT 36.00

LT 8.92

100+03.25

LT 21.77

100+04.02

100+07.26 LT 9.38

LT 39.24

100+09.11

100+02.28 RT 7.01

RT 19.50

99+95.62

99+87.39 RT 31.59

99+75.38 RT 31.62

99+75.23 RT 19.57

99+75.08 RT 7.22

99+74.89 LT 8.66

99+74.74 LT 21.14

99+74.59 LT 33.15

100+02.37 LT 33.74

49+97.15 LT 23.22

49+97.86 RT 24.41

49+93.84 RT 23.05

49+93.43 LT 4.25

100+04.48 RT 36.75

51+01.93 LT 27.19

100+98.18 RT 32.57

X5

DESIGN BY:

DRAWN BY:

CHECKED BY:

B Y

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R

D A

T E

SHEET NUMBER:

D E

S C

R

IP

T

IO

N

S O

L E

R

IS

K A

N D

W

IT

H O

U T

L

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F D

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IN

B

Y

R E

V

IS

IO

N

A P

R

D A

T E

B Y

A P

R

D A

T E

JUB PROJ. # :

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

J-U-B ENGINEERS, INC.

J -U

-B E

N G

IN

E

E R

S

IN

C w w w .j u b .c o m

S R

-7 R

A M

P

C O

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O F

S T

G

E O

R G

G e o rg e

U T

N

M a in

S tr e e t

P h o n e

.9

.1

No. 14222224

JORDAN DENNIS

STATE OF UTA

H

SEAL

ELECTRONIC

SEAL

ELECTRONIC

LANOI

S

S

E F

O R

P

EN

G

IN

E

E m u e l

P o w tt e d B y

P lo t D a te

07-25-015_CS-101-RMV

/6

/2

D a te

C re a te d

9/4/2025LAST UPDATED:

J U

B .C

O M

\C E

N T

R A

L \C

L

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N T

S \U

T \S

T G

E O

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\P R

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CR-101

COSTCO ENTRANCE

SR-7 WB

ON/OFF RAMP

D E

S E

R T C

O L

R K

W

+0

53+00 54+00

N

M A T

C H

L

IN

E S

E E S

H E

E T C -1

Existing Edge of Pavement

Existing Edge of Pavement

NOTES

1. ONLY REMOVE STRIPING OUTSIDE OF NEW PAVEMENT LIMITS IF

ALTERNATE PAVING IS USED.

53+62.96 LT 20.00

53+62.96 LT 7.00

53+62.96 RT 7.00

53+62.96 RT 19.00

DESIGN BY:

DRAWN BY:

CHECKED BY:

B Y

A P

R

D A

T E

SHEET NUMBER:

D E

S C

R

IP

T

IO

N

S O

L E

R

IS

K A

N D

W

IT

H O

U T

L

IA

B

IL

IT

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G A

L E

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R E

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IT

H

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R

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T E

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B Y

J -U

-B W

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L

B E

A T

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S E

D W

IT

H

O U

T J

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'S P

R

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R W

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T E

N C

O N

S E

N T

A

H E

R R

E S

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V E

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H

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T H

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R A

W

IN

G S

A

N D

T H

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A M

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H A

-B S

H A

L L

R E

T A

IN

A

L L

C O

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L A

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S T

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C O

P Y

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H T

A

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F D

R A

W

IN

B

Y

R E

V

IS

IO

N

A P

R

D A

T E

B Y

A P

R

D A

T E

JUB PROJ. # :

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

J-U-B ENGINEERS, INC.

J -U

-B E

N G

IN

E

E R

S

IN

C w w w .j u b .c o m

S R

-7 R

A M

P

C O

S T

C O

A

N D

D E

S E

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C O

L O

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P A

R K

W A

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IG

N

A L

C

IT

Y

O F

S T

G

E O

R G

G e o rg e

U T

N

M a in

S tr e e t

P h o n e

.9

.1

No. 14222224

JORDAN DENNIS

STATE OF UTA

H

SEAL

ELECTRONIC

SEAL

ELECTRONIC

LANOI

S

S

E F

O R

P

EN

G

IN

E

E m u e l

P o w tt e d B y

P lo t D a te

07-25-015_CS-102-RMV

/6

/2

D a te

C re a te d

9/4/2025LAST UPDATED:

J U

B .C

O M

\C E

N T

R A

L \C

L

IE

N T

S \U

T \S

T G

E O

R G

E C

IT

Y

\P R

O J E

C T

S \0

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-0

D

E S

E R

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O L

O R

P K

W Y

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C O

T R

A F

F

IC

S

IG

N A

L \D

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IG

N

\C A

D \S

H E

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\0 C

IV

IL

\0 -2

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S -1

-R

M V

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N

S

IG

N

IN

G A

N D

S T

R

IP

IN

G

R E

M O

V A

CR-102

SR-7 WB

ON/OFF RAMP

50+00 51+00 52+00

S

ONLY

45 Deg Double Headed Arrow 12.75" X 22.88" Black;

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

45 Deg Turn Arrow 9.6" X 12.35" Black; "Only" D;

1.50" Radius, 0.38" Border, 0.38" Indent, Lane Marker width: 0.75 Black on White;

.7

.8

.3

N

S E

E S

H E

E T C

S -1

M A

T C

H L

IN

E

12" SWL

4" SWL

4" SWL

8" SWL

4" DYL

4" SWL

12" SWL

12" SWL

S3

4" SWL

8" SWL

4" SYL

4" SWL

12" SWL

PAVEMENT MARKINGS

SWL = SOLID WHITE LINE

BWL = BROKEN WHITE LINE

SYL = SOLID YELLOW LINE

DYL = DOUBLE YELLOW LINE

DWL = DOTTED WHITE LINE

S&BYL = SOLID AND BROKEN YELLOW LINE

S2 S1

51+36.36 RT 0.00

51+36.39 LT 13.50

49+86.75 LT 6.00

49+91.38 LT 21.87

50+01.27 LT 26.97

50+99.25 LT 29.61

51+02.67 RT 28.54

51+09.48 LT 25.90

51+12.48 RT 25.07

51+16.50 LT 25.56

99+75.00 LT 33.11

99+98.36 LT 33.58

99+75.00 LT 21.15

99+75.00 LT 9.10

LT 9.48

99+93.38

99+75.00 RT 7.30

99+93.39 RT 7.07

99+53.40 RT 19.56

99+93.40 RT 19.07

99+75.00 RT 31.30 (MATCH EX.)

99+93.41 RT 31.08

99+93.41 RT 36.27

99+98.41 RT 36.98

99+98.36 LT 37.46

100+08.41 RT 39.20

100+08.35 LT 41.28

100+89.10 RT 37.91

100+86.94 LT 43.12

100+98.85 RT 34.13

100+97.06 LT 40.99

101+05.19 RT 4.08

101+02.42 LT 41.20

100+98.73 RT 28.36

101+23.02 RT 27.25

RT 16.36

100+98.47

101+22.70 RT 15.26

TO 101+21.86 RT 4.84

101+22.37 RT 3.28

101+04.15 LT 13.75

101+21.84 LT 14.47

LT 25.73

101+03.42

101+45.24 LT 26.63

101+02.65 LT 37.71

101+21.08 LT 38.46

51+91.54 RT 6.31

51+91.54 LT 6.31

51+91.48 LT 20.70

NOTES

1. COORDINATE WITH JAY SMITH (435)-703-0102, ST. GEORGE CITY

STREETS SUPERVISOR PRIOR TO PAINTING.

LNO Y

S4

CUSTOM

36 IN X 30 IN

51+32.51 LT 35.70

51+91.38 RT 21.07

S4

DESIGN BY:

DRAWN BY:

CHECKED BY:

B Y

A P

R

D A

T E

SHEET NUMBER:

D E

S C

R

IP

T

IO

N

S O

L E

R

IS

K A

N D

W

IT

H O

U T

L

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B

IL

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S E

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A

H E

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H

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T H

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R A

W

IN

G S

A

N D

T H

E S

A M

E S

H A

-B S

H A

L L

R E

T A

IN

A

L L

C O

M M

O N

L A

W

S T

A T

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C O

P Y

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H T

A

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F D

R A

W

IN

B

Y

R E

V

IS

IO

N

A P

R

D A

T E

B Y

A P

R

D A

T E

JUB PROJ. # :

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

J-U-B ENGINEERS, INC.

J -U

-B E

N G

IN

E

E R

S

IN

C w w w .j u b .c o m

S R

-7 R

A M

P

C O

S T

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A

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D E

S E

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C O

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P A

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W A

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N

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C

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Y

O F

S T

G

E O

R G

G e o rg e

U T

N

M a in

S tr e e t

P h o n e

.9

.1

No. 14222224

JORDAN DENNIS

STATE OF UTA

H

SEAL

ELECTRONIC

SEAL

ELECTRONIC

LANOI

S

S

E F

O R

P

EN

G

IN

E

E m u e l

P o w tt e d B y

P lo t D a te

07-25-015_CS-101

/6

/2

D a te

C re a te d

9/4/2025LAST UPDATED:

J U

B .C

O M

\C E

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L

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S \U

T \S

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S

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IG

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\C A

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\0

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\0

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G N

S

IG

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G A

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G

P L

A

CS-101

2.67

12.33

0.5

20.5

.1

.3

.5

2.67 12.758.759.58 2.25

4" SWL

4" SWL

8" SWL

4" DYL

4" BWL

4" SWL

S1

4" BWL

S3

99+73.48 LT 0.96

49+92.54 RT 28.63

50+02.64 RT 33.12

51+16.31 RT 6.00

51+12.30 RT 22.00

51+16.36 LT 6.00

51+16.42 LT 21.00

LT 19.38

98+92.42

COSTCO ENTRANCE

SR-7 WB

ON/OFF RAMP

D E

S E

R T C

O L

R K

W A

Y

49+87.52 RT 28.01

+0

53+00 54+00

N

M A T

C H

L

IN

E S

E E S

H E

E T C -1

4" SWL

8" SWL

4" DWL

4" SWL

4" DYL

PAVEMENT MARKINGS

SWL = SOLID WHITE LINE

BWL = BROKEN WHITE LINE

SYL = SOLID YELLOW LINE

DYL = DOUBLE YELLOW LINE

DWL = DOTTED WHITE LINE

S&BYL = SOLID AND BROKEN YELLOW LINE

S2

Existing Edge of Pavement

Existing Edge of Pavement

A

B

C

D

53+62.96 RT 19.00 (MATCH EX.)

53+62.96 RT 7.00 (MATCH EX.)

53+62.96 LT 7.00 (MATCH EX.)

53+62.96 LT 20.00 (MATCH EX.)

52+62.81 LT 6.59

NOTES

1. COORDINATE WITH JAY SMITH (435)-703-0102, ST. GEORGE CITY

STREETS SUPERVISOR PRIOR TO PAINTING.

S4

LNO Y

CUSTOM (SEE CS-101)

36 IN X 30 IN

53+60.66 LT 35.30

S4

52+42.40 RT 0.00

52+43.29LT 13.50

DESIGN BY:

DRAWN BY:

CHECKED BY:

B Y

A P

R

D A

T E

SHEET NUMBER:

D E

S C

R

IP

T

IO

N

S O

L E

R

IS

K A

N D

W

IT

H O

U T

L

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B

IL

IT

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O R

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G A

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O S

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A M

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H A

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B

Y

R E

V

IS

IO

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A P

R

D A

T E

B Y

A P

R

D A

T E

JUB PROJ. # :

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

J-U-B ENGINEERS, INC.

J -U

-B E

N G

IN

E

E R

S

IN

C w w w .j u b .c o m

S R

-7 R

A M

P

C O

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D E

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P A

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W A

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IG

N

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C

IT

Y

O F

S T

G

E O

R G

G e o rg e

U T

N

M a in

S tr e e t

P h o n e

.9

.1

No. 14222224

JORDAN DENNIS

STATE OF UTA

H

SEAL

ELECTRONIC

SEAL

ELECTRONIC

LANOI

S

S

E F

O R

P

EN

G

IN

E

E m u e l

P o w tt e d B y

P lo t D a te

07-25-015_CS-102

/6

/2

D a te

C re a te d

9/4/2025LAST UPDATED:

J U

B .C

O M

\C E

N T

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L

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S \U

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T G

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O L

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C O

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A F

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S

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L \D

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IG

N

\C A

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\0

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\0

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G N

S

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N

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G A

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A

CS-102

SR-7 WB

ON/OFF RAMP

S3

S

C

I I I

50+00 51+00 52+00

N

5 6

P4

P5

P6

P10

I I I

TYPE C JUNCTION BOX

SIGNAL CABINET

12"

12"

6'

8'

CONCRETE APRON (4" THICK)

12"

SCALE:

A

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JORDAN DENNIS

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