7-13400 SOUTH MVC DRAWINGS.pdf

PDF 14 MB Posted Oct 9, 2026

Attached to: 13400 South Mountain View Corridor Sewer Project
Solicitation number: JBID974
Issued by: Salt Lake County, Utah

About this file

Written by GovTribe AI · Oct 13, 2026

This is a bid set of technical drawings for the 13400 South Mountain View Corridor Sewer Project, prepared by J-U-B Engineers, Inc. for the Jordan Basin Improvement District. The project involves the installation of a comprehensive sanitary sewer system within Utah County, specifically in the areas around Riverton and Herriman, Utah. The work scope includes furnishing and installing approximately 1,480 linear feet of 15-inch PVC gravity sewer pipe, 99.91 linear feet of 8-inch PVC gravity sewer pipe, four 60-inch diameter sanitary sewer manholes, and trenchless installation of a 36-inch steel casing pipe with 15-inch carrier pipe beneath State Route 85 (Mountain View Corridor) and 13400 South. The project requires construction of multiple launch, retrieval, and intermediate shafts for the trenchless crossing operations, connection to existing sanitary sewer infrastructure, abandonment of existing sewer facilities, and comprehensive surface restoration including asphalt pavement, curb and gutter, sidewalk, and pavement striping. Only prequalified contractors for the Multiple Mountain View Corridor Sewer Projects are eligible to bid on this work.

The project drawings establish specifications referencing JBID Construction Standards and Specifications, JBID Standard Drawings, and UDOT standards for materials and installation methods. The contractor bears full responsibility for materials testing, utility coordination and protection, survey work, traffic control within UDOT right-of-way, dust abatement, stormwater pollution prevention planning, and all associated incidental work. Construction must comply with current OSHA requirements and all applicable federal, state, and local regulations. The drawings indicate existing utilities including 18-inch high-pressure gas lines, 20-inch pressurized irrigation lines, storm drain systems ranging from 18 to 66 inches in diameter, water lines, power, telecommunications, and fiber optic cables that must be protected or coordinated during construction. The contractor must coordinate with Enbridge Gas prior to crossing high-pressure gas lines and is required to install shafts during winter months (November 2 through April 30) when the irrigation line is offline, unless removal and replacement coordination with Riverton City is approved.

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5-Section 00320 - Bid Bond.pdf	PDF	Oct 9, 2026
2-Section 00260 - Information Required of Bidder.pdf	PDF	Oct 9, 2026
6-13400 SOUTH MVC SPECS.pdf	PDF	Oct 9, 2026

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BRIGHAM CITY

KANAB

BEAVER

PAROWAN

FILLMORE

MANTI

RICHFIELD

LOA

PRICE

TOOELE

NEPHI

HEBER

PROVO

PARK

CITY

COALVILLE

SALT LAKE CITY

OGDEN

MANILA

MOAB

MONTICELLO

RANDOLPH

LOGAN

VERNAL

DUCHESNE

CEDAR CITY

ST GEORGE

I D A H O

W Y O M I N G

C O

L O

R A

D O

A R I Z O N A

N E

V A

D A

UTAH

84 15

NEW MEXICO

13200 SOUTH

C O

R R

RIVERTON

13400 SOUTH

PROJECT LOCATION

VICINITY MAP

AREA MAP

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 Documents are not intended for use in creating dtm for grading or earthwork, survey staking layout (unless specifically identified as such in the documents), or property boundary layouts.

Any reuse without written consent by J-U-B, or without verification or adoption by J-U-B for the specific purpose intended by the reuse, will be at CLIENT's sole risk and without liability or legal exposure to J-U-B. The CLIENT shall release, defend, indemnify, and hold J-U-B harmless from any claims, damages, actions or causes of action, losses, and expenses, including reasonable attorneys' and expert fees, arising out of or resulting from such reuse.

If the Documents are provided in electronic format, the electronic documents are subject to the provisions of J-U-B's "electronic document/data limited license" found at edocs.jub.com

JORDAN BASIN

IMPROVEMENT DISTRICT

13400 S MVC SEWER PROJECT

October 2026

PROJECT NO.

RP-25-00274

J-U-B ENGINEERS, INC.

BID SET

J-U-B ENGINEERS, INC.

GATEWAY

MAPPING

INC.

GATEWAY

MAPPING

INC.

THE

LANGDON

GROUP

THE

LANGDON

GROUP

392 E. Winchester St., Suite 300, Salt Lake City, UT 84107 p 801 886 9052 w www.jub.com

J-U-B FAMILY OF COMPANIES

SHEET NUMBER:

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G-001

SECTION 274

PROJECT LOCATION

Sheet List Table Sheet Number Sheet Title

GENERAL

G-001 COVER

G-002 GENERAL NOTES

G-003 SPECIFICATION REFERENCE TABLE

G-004 LINE LEGEND & DETAIL KEY

G-005 SYMBOLS & ABBREVIATIONS

CIVIL

C-101 ALIGNMENTS

C-102 CIVIL SITE PLAN

C-103 CIVIL SITE PLAN

C-201 PLAN AND PROFILE

C-202 PLAN AND PROFILE

C-203 PLAN AND PROFILE

C-204 PLAN AND PROFILE

C-205 UTILITY PROFILE

C-501 DETAIL SHEET

C-502 DETAIL SHEET

C-503 DETAIL SHEET

C-504 TUNNEL DETAILS

C-505 INSTRUMENTATION AND MONITORING DETAILS

C-506 INSTRUMENTATION AND MONITORING DETAILS

DESIGN BY:

J- U

-B E

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R S, IN

J-U-B ENGINEERS, INC.

DRAWN BY:

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RP-25-00274

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G-002

INSPECTION AND TESTING

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MATERIALS TESTING

INCLUDING BUT NOT LIMITED TO CONCRETE, FLUSHING, LEAK, AND

PRESSURE. ALL TESTS SHALL MEET MINIMUM ENGINEER

REQUIREMENTS. SEE THE CONTRACT DOCUMENTS AND DRAWINGS

FOR FREQUENCY OF TESTING. RESULTS ARE TO BE DELIVERED TO

SPECIAL INSPECTOR, OWNER AND ENGINEER.

2. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH ENGINEER

AND SPECIAL INSPECTOR FOR INSPECTIONS OF WORK AT

APPROPRIATE INTERVALS. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO PAY FOR ADDITIONAL INSPECTIONS THAT ARE THE

RESULT OF HIS WORKMANSHIP.

EXISTING UTILITIES

1. APPROXIMATE LOCATIONS OF UTILITIES ARE SHOWN ON THE PLANS.

THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE

UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH

NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE

CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY

COMPANY FIELD-LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE

AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT

AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING

SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES

DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE

OWNER. DEPTHS AND ELEVATIONS OF UTILITIES ARE UNKNOWN

UNLESS OTHERWISE SHOWN. CONTRACTOR SHALL FIELD VERIFY

UTILITY DEPTHS, ELEVATIONS, ANY DISCREPANCIES AND/OR

CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER

IMMEDIATELY.

2. CONTRACTOR TO COORDINATE WITH ENBRIDGE GAS PRIOR TO

CROSSING ANY HIGH PRESSURE OR SERVICE LINES. CONTACT JUSTIN

BUTLER AT JUSTIN.BUTLER@ENBRIDGE.COM OR AT (801) 324-3370.

CONTACT PHONE NUMBERS

ENGINEER -

J-U-B OFFICE 801-886-9052

JORDAN PUGMIRE 385-707-5314 PROJECT MANAGER

TYLER JEPSEN 385-630-8241 PROJECT ENGINEER (CONSTRUCTION)

WHITNEY DAVIDSON 801-518-1038 PROJECT ENGINEER

ALEA NIELSON 801-555-5564 PROJECT ENGINEER

JORDAN BASIN IMPROVEMENT DISTRICT -

JBID OFFICE 801-571-1166

EMERGENCY 801-243-8492

RON STEEL 801-580-4886 INSPECTOR

GEOTECH ENGINEER -

GEI OFFICE 801-685-9190

COLBY WILLIS 385-421-0310

RIVERTON CITY -

OFFICE 801-208-3162 PUBLIC WORKS

CARY NECAISE 801-208-3169 PUBLIC WORKS DIRECTOR

MICHAEL BAGSHAW 801-208-3172 ENCROACHMENT PERMIT

JACOB KELSCH 801-208-3103 LAND DISTURBANCE PERMIT

MATT CASSEL 801-208-3194 ENGINEERING

HERRIMAN CITY -

BRYCE TERRY 801-446-5323 CITY ENGINEER

EDGE HOMES/RIM ROCK CONSTRUCTION -

GENE MALBOEUF 629-279-6973 ON-SITE CONTACT

BRANDON WATSON 801-913-7028 VP LAND ENTITLEMENT

ENBRIDGE GAS -

JUSTIN BUTLER 801-324-3370

GENERAL NOTES

1. ALL CONSTRUCTION SHALL COMPLY WITH JORDAN BASIN IMPROVEMENT

DISTRICTS DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS.

CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND BUSINESS

LICENSES PRIOR TO CONSTRUCTION.

2. CONTRACTOR IS RESPONSIBLE FOR DUST ABATEMENT AND ANY LIABILITY

ISSUES RELATED TO DUST AT ANY LOCATION WHICH MAY BE CAUSED BY

THIS PROJECT.

3. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL AND

PROTECTION OF PEDESTRIANS IN AND AROUND THIS WORK.

4. ANY WORK DONE WITHIN A PUBLIC RIGHT-OF-WAY SHALL BE COORDINATED

WITH THE APPROPRIATE TRANSPORTATION AGENCY AND SHALL MEET THE

REQUIREMENTS OF THAT AGENCY AND, IN PARTICULAR, REQUIREMENTS OF

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

SHALL MEET CURRENT OSHA REQUIREMENTS.

5. WHERE WORK IS PERFORMED ON EASEMENTS, THE CONTRACTOR SHALL

TAKE EVERY PRECAUTION TO ELIMINATE ANY ADVERSE EFFECTS ON THE

ADJACENT PROPERTY AND/OR TO RESTORE IT TO ITS ORIGINAL CONDITION.

6. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR

TO THE START OF CONSTRUCTION. IN CASE OF CONFLICT THE ENGINEER

SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE

PRIOR TO THE START OF THE WORK.

7. SHOULD CONSTRUCTION BE HALTED BECAUSE OF INCLEMENT WEATHER

CONDITIONS, THE CONTRACTOR WILL COMPLETELY CLEAN UP ALL AREAS

AND MAINTAIN THE SURFACE IN GOOD CONDITION DURING THE SHUT-DOWN

PERIOD.

8. THE CONTRACTOR'S PERSONNEL, EQUIPMENT, AND OPERATIONS SHALL

COMPLY FULLY WITH ALL APPLICABLE STANDARDS, REGULATIONS, AND

REQUIREMENTS OF EXISTING FEDERAL, UTAH STATE, AND LOCAL

GOVERNMENTAL AGENCIES.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL,

STATE, AND FEDERAL PERMITS REQUIRED FOR STORMWATER POLLUTION

PREVENTION AS A RESULT OF CONSTRUCTION ACTIVITIES. THE

CONTRACTOR SHALL PREPARE A STORMWATER POLLUTION PREVENTION

PLAN FOR APPROVAL BY THE ENGINEER. IF THE CONSTRUCTION WILL

DISTURB MORE THAN ONE ACRE, THE CONTRACTOR SHALL OBTAIN A COPY

OF THE U.S. ENVIRONMENTAL PROTECTION AGENCY'S NPDES GENERAL

PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH

CONSTRUCTION ACTIVITY (OTHERWISE KNOWN AS THE CONSTRUCTION

GENERAL PERMIT OR CGP) AND SUBMIT A "NOTICE OF INTENT" (NOI)[EPA

FORM 3510-9 (6/03)] FOR PERMIT COVERAGE UNDER THE GENERAL PERMIT.

THE CGP MAY BE FOUND ON THE INTERNET AT

<HTTP://WWW.EPA.GOV/NPDES/STORMWATER/CGP> OR BY CONTACTING

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

BE FILED ELECTRONICALLY AT THE FOLLOWING WEBSITE:

<HTTP://CFPUB.EPA.GOV/NPDES/STORMWATER/ENOI.CFM>. THE CGP DOES

NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH OTHER

REGULATIONS OR CONTRACT REQUIREMENTS REGARDING STORMWATER

POLLUTION PREVENTION INCLUDING BUT NOT LIMITED TO: PROTECTION OF

SURFACE WATERS, PREVENTION OF SOIL RUNOFF INTO DRAINS, DUST

CONTROL, PREVENTION OF TRACKING SOILS TO ADJACENT STREETS, FUEL

CONTAINMENT, SPILL CONTROL, ETC.

10. ALL WORK SHALL BE CONTAINED IN OR LIMITED TO THE CITY RIGHT OF WAY,

JBID EASEMENTS, OR APPROVED STAGING AREAS. SEE UDOT GENERAL

NOTES FOR SPECIFICS ON WORK WITHIN UDOT ROW.

11. THE GEOTECHNICAL INVESTIGATION REPORT AND GEOTECHNICAL

BASELINE REPORT FOR THIS PROJECT WERE PRODUCED BY GEI

CONSULTANTS AND ARE FOUND IN THE APPENDICES OF THE PROJECT

SPECIFICATIONS. RECOMMENDATIONS FROM THE REPORT SHALL BE

FOLLOWED. IN THE EVENT OF A CONFLICT WITH THE PROJECT

SPECIFICATIONS, THE ENGINEER AND THE GEOTECHNICAL ENGINEER WILL

APPROVE THE PROPER COURSE OF ACTION. REFER TO GEOTECHNICAL

REPORT FOR SUBSURFACE SOILS INFORMATION.

12. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY AND PROTECTION OF THE

WORK SITE. PAY ITEM TO BE INCLUDED IN MOBILIZATION.

13. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SURVEY RELATED

WORK ON THE PROJECT SITE.

14. CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITIES AND

BE RESPONSIBLE FOR DAMAGES TO EXISTING UTILITIES AND EXISTING

IMPROVEMENTS AS A RESULT OF THE CONTRACTOR'S CONSTRUCTION

ACTIVITIES.

15. DURING CONSTRUCTION, ALL OPEN ENDS OF PIPE LINES AND

TANK/STRUCTURE ACCESSES SHALL BE COVERED AND SEALED AT THE END

OF THE WORK DAY.

UDOT NOTES

1. ALL CONSTRUCTION WITHIN THE UDOT RIGHT-OF-WAY SHALL CONFORM TO

THE MOST CURRENT UDOT STANDARD (INCLUDING SUPPLEMENTAL)

DRAWINGS AND SPECIFICATIONS.

www.udot.utah.gov/connect/business/standards/

2. THE CONTRACTOR IS TO OBTAIN AN ENCROACHMENT PERMIT FROM THE

APPLICABLE UDOT REGION PERMIT OFFICE PRIOR TO COMMENCING WORK

WITHIN UDOT RIGHT-OF-WAY. WORKING HOUR LIMITATIONS WILL BE LISTED

IN THE LIMITATIONS SECTION OF THE ENCROACHMENT PERMIT.

3. UDOT RESERVES THE RIGHT, AT ITS OPTION, TO INSTALL A RAISED MEDIAN

ISLAND OR RESTRICT THE ACCESS TO A RIGHT-IN OR RIGHT-OUT AT ANY

TIME.

4. OWNER, DEVELOPER, AND CONTRACTOR ARE RESPONSIBLE FOR ANY

DAMAGES DIRECTLY OR INDIRECTLY WITHIN THE UDOT RIGHT-OF-WAY AS A

RESULT OF DEVELOPMENT ACTIVITIES.

5. OWNER, DEVELOPER, AND/OR CONTRACTOR IS REQUIRED TO HIRE AN

INDEPENDENT COMPANY FOR ALL TESTING WITHIN THE UDOT

RIGHT-OF-WAY.

6. ALL SIGNS INSTALLED ON THE UDOT RIGHT-OF-WAY MUST BE HIGH

INTENSITY GRADE (TYPE XI SHEETING) WITH A B3 SLIP BASE. INSTALL ALL

SIGNS PER UDOT SN SERIES STANDARD DRAWINGS.

7. COMPLY WITH THE REQUIREMENTS OF UTAH CODE 17-23-14 (DISTURBED

CORNERS - COUNTY SURVEYOR TO BE NOTIFIED - COORDINATION WITH

CERTAIN STATE AGENCIES).

8. CONTRACTOR TO PROVIDE UDOT WITH AS-BUILT PLANS AND CERTIFIED

SURVEY DATA FOLLOWING THE COMPLETION OF CONSTRUCTION.

9. CONTRACTOR TO SUBMIT TRAFFIC CONTROL PLAN TO BE REVIEWED AND

APPROVED BY UDOT RE/REGION 2.

10. SHOULDER CLOSURES ALONG THE MOUNTAIN VIEW CORRIDOR NORTH

BOUND AND SOUTH BOUND LANES ARE ALLOWABLE ON ANY DAY AT ANY

TIME.

11. SEE ALLOWABLE TRAFFIC FLOW MODIFICATIONS WITH RELATION TO THE

INTERSECTION OF 13400 SOUTH AND MOUNTAIN VIEW CORRIDOR SOUTH

BOUND IN SECTION 01500 OF THE PROJECT SPECIFICATIONS.

SPECIFICATION REFERENCE TABLE

BID ITEM JBID SPECIFICATIONS JBID STANDARD OTHER

MOBILIZATION/ DEMOBILIZATION NONE NONE NONE

TRAFFIC CONTROL NONE 1. 01300 - ADMINISTRATIVE REQUIREMENTS

2. 01500 - TEMPORARY FACILITIES AND CONTROLS

NONE

FURNISH AND INSTALL 8-INCH, 15-INCH PVC

GRAVITY SEWER PIPE

1. SECTION 02535 - SANITARY SEWER SYSTEM

2. SECTION 02312 - TRENCH EXCAVATION

3. SECTION 02316 - TRENCH BACKFILL AND

COMPACTION

1. 401.01 - MINIMUM REQUIREMENTS

2. 402.02 - POLYVINYL CHLORIDE (PVC) PIPE

3. 407.01 - BEDDING MATERIAL

4. 407.02 - BACKFILL MATERIAL

5. 406.01 - MAIN LINE PIPE COUPLINGS

6. 504.01 - GENERAL

7. 504.03 - TRENCHING

8. 506.01 - GENERAL

9. 506.02 - PIPE LAYING

10. 512.02 - TRENCHING

11. 512.03 - PIPE INSTALLATION

12. 518.01 - GENERAL

1. C-501, STANDARD SEWER TRENCH DETAIL

2. C-503, ASPHALT PAVEMENT "T-PATCH" AND TRENCH DETAIL

FURNISH AND INSTALL 60-INCH DIAMETER

SANITARY SEWER MANHOLE

1. SECTION 02640 - MANHOLES AND COVERS

2. SECTION 03300 - CAST-IN-PLACE CONCRETE

1. 303.08 - MANHOLES

2. 404.02 - PRECAST CONCRETE BASES

3. 509.01 - GENERAL

4. 509.02 - SUBGRADE

5. 509.07 - ADJUSTMENT OF MANHOLE FRAME AND COVER TO FINAL

GRADE

6. 512.04 - MANHOLE CONSTRUCTION

1. C-501, STANDARD MANHOLE

FURNISH AND INSTALL STEEL CASING &

CARRIER PIPE

NONE NONE 1. 31 71 00 - TUNNEL EXCAVATION AND INITIAL SUPPORT

2. 31 75 00 - CONSTRUCTION SHAFTS

3. 31 73 00 - CONTACT GROUTING

4. 31 74 23 - CARRIER PIPE INSTALLATION

5. C-504, TUNNEL DETAILS

6. C-505, INSTRUMENTATION AND MONITORING PLAN AND DETAILS

DESIGN BY:

J- U

-B E

N G

R S, IN

J-U-B ENGINEERS, INC.

DRAWN BY:

CHECKED BY:

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RP-25-00274

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C - 1 01

SAMPLE: C-101

DISCIPLINE DESIGNATOR

SHEET TYPE DESIGNATOR

SHEET SEQUENCE NUMBER

DISCIPLINE DESIGNATORS

DISCIPLINE DESIGNATOR DESCRIPTION

GENERAL

G ALL GENERAL

GI GENERAL INFORMATION

GC GENERAL CONTRACTUAL

GR GENERAL RESOURCE

SURVEY/MAPPING V ALL SURVEY

GEOTECHNICAL B ALL GEOTECHNICAL

CIVIL C ALL CIVIL

LANDSCAPE L ALL LANDSCAPE

STRUCTURAL S ALL STRUCTURAL

ARCHITECTURAL A ALL ARCHITECTURE

EQUIPMENT Q ALL EQUIPMENT

MECHANICAL M ALL MECHANICAL

ELECTRICAL E ALL ELECTRICAL

PLUMBING P ALL PLUMBING

PROCESS D ALL PROCESS

RESOURCE R ALL RESOURCE

SHEET TYPE DESIGNATORS

DESIGNATOR SHEET TYPE

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

1 PLANS (HORIZONTAL VIEWS)

2 ELEVATIONS, PROFILES, COMBINED PLAN & PROFILES

3 SECTIONS (SECTIONAL VIEWS)

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

5 DETAILS OR COMBINED DETAILS AND SECTIONS

6 SCHEDULES AND DIAGRAMS

7 USER DEFINED

8 USER DEFINED

9 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES, PHOTOS)

SECTION IDENTIFICATION DETAIL IDENTIFICATION

NOTE:

A DASH MAY BE PLACED IN THE LOWER PORTION

OF THE IDENTIFIER IF THE DETAIL DRAWING OR

SECTION VIEW IS LOCATED ON THE SAME SHEET.

SCALE:A SECTION

SCALE:A1 DETAIL

A C-501

SECTION AND DETAIL IDENTIFIERS

SHEET NUMBERING

SECTION LETTER

SHEET NUMBER WHERE

SECTION DRAWING IS

LOCATED

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL DRAWING IS

LOCATED

SECTION LETTER DETAIL NUMBER

LINE LEGEND

STORM DRAIN (GENERAL)

STORM DRAIN

ROOF DRAIN

X"SD

STORM DRAIN

LAND DRAIN LD LD

SANITARY SEWER (GENERAL)

SANITARY SEWER

SANITARY SEWER SERVICE

SEWER FORCE MAIN

X"SS

SS SS

X"SS

SS SS

SANITARY SEWER

WATER (GENERAL)

WATER (SPECIFIED SIZE)

WATER SERVICE

X"W

WS WS

X"W

WS WS

WATER

IRRIGATION

GRAVITY IRRIGATION

PRESSURE IRRIGATION

POTABLE WATER

NON-POTABLE WATER

IRR

GIRR

PIRR

NPW

IRR

GIRR

PIRR

NPW

IRRIGATION

NATURAL GAS

NATURAL GAS SERVICE

HIGH PRESSURE GAS

LIQUID GAS

G G

HPG

G G

HPG

GAS

ABANDONED GAS ABN G

INDUSTRIAL WASTE WATER

CHLORINE LINE

DRAIN LINE

IWW IWW

CHLCHL

UTILITY

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

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

ROADWAY

OVERHEAD POWER

UNDERGROUND POWER

OVERHEAD TELEPHONE

UNDERGROUND TELEPHONE

FIBER OPTIC

CABLE TELEVISION

OHP

OHT

F/O

CTV

OHP

OHT

F/O

CTV

UNDERGROUND POWER,

TEL, CABLE TV

P,T,CTV

UNDERGROUND POWER,

TEL, CABLE TV, GAS

P,T,CTV,G

POWER / COMMUNICATIONS

EXISTING

LINE

DESCRIPTION

PROPOSED

LINE

EXISTING

LINE

DESCRIPTION

PROPOSED

LINE

A1 C-501

DESIGN BY:

J- U

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J-U-B ENGINEERS, INC.

DRAWN BY:

CHECKED BY:

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BID SET

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W in ch es te r S t.

Ph on e:

O F

D R

A W

S J-

U -B

S H

C O

M M

O N

, S

R Y, C O

D O

D R

G S, A N

D T

H E

N O

H O

U T

J- U

-B 'S

P R

W R

N C

O N

Y R

H O

U T

W R

N C

O N

J -U

-B W

T C

T' S

D W

O U

O R

J -U

-B

N O

INCH, SCALE ACCORDINGLY

ONE INCH

SHEET NUMBER:

FILE :

J-U-B ENGINEERS, INC.

Sa lt

La ke

C ity

, U T

RP-25-00274_G-002X

\\J U

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:3 /2

26 LAST UPDATED: 9/30/2026

RP-25-00274

KCS

WVD

G-004

ABBREVIATIONS

ASSY ASSEMBLY

> ANGLE

@ AT (MEASUREMENTS)

BLDG BUILDING

BM BENCH MARK

BSC BITUMINOUS SURFACE COURSE

BSW BACK OF SIDEWALK

BW BOTH WAYS

C CHANNEL (STRUCTURAL)

C/L CENTER LINE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

CONC CONCRETE

CONT CONTINUOUS

CPLG COUPLING

CU FT CUBIC FEET

CU YD CUBIC YARD

DEG OR ° DEGREE

DET DETAIL

DIA OR Ø DIAMETER

DIP DUCTILE IRON PIPE

DIST DISTRIBUTION

DWG DRAWING

EA EACH

ELB ELBOW

ELEV ELEVATION

EW EACH WAY

EXIST EXISTING

FG FINISH GRADE

FH FIRE HYDRANT

FLG FLANGE

FT OR ' FEET

GV GATE VALVE

HORIZ HORIZONTAL

ID INSIDE DIAMETER

IN OR " INCH

LB OR # POUND

LF LINEAL FEET

LN LINEAL

MAX MAXIMUM

MIN MINIMUM

NO OR # NUMBER

PE POLYETHYLENE

PL PLATE

PL PROPERTY LINE

PVC POLYVINYL-CHLORIDE

R RADIUS

RP RADIUS POINT

R&R REMOVE & REPLACE

REM REMOVE

REQ'D REQUIRED

REV REVISION

R/W RIGHT-OF-WAY

ABBREVIATIONS

ASSY ASSEMBLY

S SLOPE

SPEC SPECIFICATION

STA STATION

STD STANDARD

STL STEEL

ST STL STAINLESS STEEL

TBC TOP BACK OF CURB

TYP TYPICAL

TFC TOP FACE OF CONCRETE

W/ WITH

W/O WITHOUT

W/REQ'D WHERE REQUIIRED

SURVEY

SECTION CORNER. MON.

SECTION QUARTER MON.

BOLT

CAP (ALUMINUM)

CHISELED X

CTRL PT 12" REBAR

CTRL PT 5 8" REBAR

CTRL PT PK NAIL

CTRL PT 60D NAIL

DRILL STEEL

CTRL PT HUB & TACK

IRON PIPE

NAIL AND TAG

REBAR (12")

REBAR (5 8")

RAILROAD SPIKE

R/W MONUMENT

NAIL (PK)

CTRL PT TEMP BENCH MARK

CTRL PT GENERIC

STONE

STAINLESS STEEL ROD

NAIL

CAP (BRASS)

WELL

WELL (MONITORING)

TREE (STUMP)

TREE (SHRUB)

TREE (CONIFEROUS)

TREE (DECIDUOUS)

SIGN

MAIL BOX

POST

GATE

FLAGPOLE

BOLLARD

PARKING METER

TEST HOLE

BOULDER

DRINKING FOUNTAIN

SPOT ELEVATION

SITE

MANHOLE (GENERIC)

THRUST BLOCK

PRESSURE CLEAN OUT

AT GRADE

VAULT

UTILITIES

TELE. MANHOLE

TELE. POLE

TELE. PEDESTAL

TV PEDESTAL

COMMUNICATION

GUY WIRE

WATER MANHOLE

WATER METER

WATER VALVE

FIRE HYDRANT

YARD HYDRANT

SPIGOT

DOMESTIC WATER

IRRIGATION VALVE BOX

IRRIGATION VALVE

SPRINKLER

IRRIGATION

GAS VALVE

GAS METER

NATURAL GAS

SS MANHOLE

SEWER STUB

CLEANOUT

SANITARY SEWER

SD MANHOLE

GREASE TRAP

CATCH BASIN

DRY WELL

FLARE END

STORM DRAIN

FITTINGS

BEND (11.25°)

BEND (22.5°)

BEND (45°)

BEND (90°)

CAP

CROSS

REDUCER (CONCENTRIC)

REDUCER (ECCENTRIC)

COUPLING

TEE

WYE

TRUE UNION

AIR VALVE

COMBO VALVE

BLOW OFF

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.)

EXISTING

SYMBOL

DESCRIPTION

PROPOSED

SYMBOL

EXISTING

SYMBOL

DESCRIPTION

PROPOSED

SYMBOL

EXISTING

SYMBOL

DESCRIPTION

PROPOSED

SYMBOL

EXISTING

SYMBOL

DESCRIPTION

PROPOSED

SYMBOL

DESIGN BY:

J- U

-B E

N G

R S, IN

J-U-B ENGINEERS, INC.

DRAWN BY:

CHECKED BY:

E D

JUB PROJ. # :

AT FULL SIZE, IF NOT ONE

w w w .ju b.

co m

BID SET

Su ite

W in ch es te r S t.

Ph on e:

O F

D R

A W

S J-

U -B

S H

C O

M M

O N

, S

R Y, C O

D O

D R

G S, A N

D T

H E

N O

H O

U T

J- U

-B 'S

P R

W R

N C

O N

Y R

H O

U T

W R

N C

O N

J -U

-B W

T C

T' S

D W

O U

O R

J -U

-B

N O

INCH, SCALE ACCORDINGLY

ONE INCH

SHEET NUMBER:

FILE :

J-U-B ENGINEERS, INC.

Sa lt

La ke

C ity

, U T

RP-25-00274_G-002X

\\J U

O M

\U T\

P-

-0

\S H

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D av id so n D at e

C re at ed

:3 /2

26 LAST UPDATED: 9/30/2026

N S

RP-25-00274

KCS

WVD

G-005

13400 SOUTH

M O

U N

W C

O R

N O

B O

U N

M O

U N

W C

O R

S O

B O

U N

ALIGNMENT

LINE TABLE

LINE #

LENGTH

83.80'

320.46'

441.79'

288.38'

308.37'

306.81'

78.66'

195.11'

DIRECTION

S89°48'55"E

S01°30'59"E

N89°59'57"E

N00°16'52"E

S89°50'53"E

S89°53'32"E

N70°49'05"E

S89°39'15"E

TEMPLAR DRIVE

ROSE CREEK

STA: 10+00.00 0.00'

N: 355909.69 E: 500174.66

ALIGNMENT=13400S-SSWR

STA: 30+23.39 0.00'

N: 355900.73 E: 501594.72

ALIGNMENT=13400S-SSWR

L5 L6 L7 L8

PI: 10+83.80

N:355909.42 E:500258.46

PI: 14+04.26

N:355589.07 E:500266.94

PI: 18+46.05

N:355589.08 E:500708.73

PI: 21+34.44

N:355877.46 E:500710.15

PI: 24+42.81

N:355876.64 E:501018.52

PI: 27+49.61

N:355876.06 E:501325.32

PI: 28+28.28

N:355901.91 E:501399.62

ALIGNMENT

LINE TABLE

LINE #

LENGTH

99.91'

DIRECTION

S00°57'58"E

STA: 100+00.00 0.00'

N: 355876.64 E: 501018.97

ALIGNMENT=C-SSWR-SERV

STA: 100+99.91 0.00'

N: 355776.74 E: 501020.65

ALIGNMENT=C-SSWR-SERV

DESIGN BY:

J- U

-B E

N G

R S, IN

J-U-B ENGINEERS, INC.

DRAWN BY:

CHECKED BY:

E D

JUB PROJ. # :

AT FULL SIZE, IF NOT ONE

w w w .ju b.

co m

BID SET

Su ite

W in ch es te r S t.

Ph on e:

O F

D R

A W

S J-

U -B

S H

C O

M M

O N

, S

R Y, C O

D O

D R

G S, A N

D T

H E

N O

H O

U T

J- U

-B 'S

P R

W R

N C

O N

Y R

H O

U T

W R

N C

O N

J -U

-B W

T C

T' S

D W

O U

O R

J -U

-B

N O

INCH, SCALE ACCORDINGLY

ONE INCH

SHEET NUMBER:

FILE :

J-U-B ENGINEERS, INC.

Sa lt

La ke

C ity

, U T

RP-25-00274_C-101_ALGN

\\J U

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\U T\

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C re at ed

:4 /1

26 LAST UPDATED: 9/29/2026

N M

RP-25-00274

KCS

WVD

C-101

SCALE IN FEET

1000 200

SEWER KEY NOTES:

REMOVE EXISTING UDOT TYPE B1 CONCRETE CURB AND GUTTER

REMOVE EXISTING CONCRETE SIDEWALK

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT

REMOVE EXISTING CONCRETE PAVEMENT PANEL

INSTALL UDOT TYPE B1 CURB AND GUTTER PER DETAIL C1 ON SHEET C-502

INSTALL UDOT TYPE M1 CONCRETE CURB AND GUTTER PER DETAIL B1 ON SHEET C-502

INSTALL CONCRETE CURB AND GUTTER TRANSITION (TYPE B1 TO TYPE M1) PER DETAIL B2

ON SHEET C-502

INSTALL UDOT (4-INCH THICK) SIDEWALK PER UDOT STANDARD PA SERIES, MATCH EXISTING

DIMENSIONS.

INSTALL CONCRETE PAD (8" THICK) PER DETAIL B3 ON SHEET C-502

INSTALL UDOT ASPHALT T-PATCH PAVEMENT PER DETAIL B4 ON SHEET C-503. RESTORE

ASSOCIATED PAVEMENT STRIPING IN KIND

INSTALL CONCRETE PAVEMENT SECTION PER DETAIL B3 ON C-503. RESTORE PAVEMENT

STRIPING IN KIND

RESTORE GRAVEL LANDSCAPING ROCK AND CONCRETE MOW CURB (IF APPLICABLE). MATCH

SURROUNDING ROCK

RESTORE AFFECTED LANDSCAPING IN KIND FROM CONSTRUCTION ACTIVITIES

REMOVE AND REPLACE UDOT TYPE B5 CURB RAISED MEDIAN PER UDOT STANDARD GW 2A.

RESTORE GRAVEL LANDSCAPE IN KIND.

BUILDING FOUNDATION LIMITS. PROTECT IN PLACE ALL EXISTING INFRASTRUCTURE, SEE

INSTRUMENTATION AND MONITORING DETAILS AND SPECIFICATIONS.

REMOVE AND REPLACE EXISTING CONCRETE DRIVE ENTRANCE IN KIND PER RIVERTON CITY

STANDARDS

PRESERVE AND PROTECT EXISTING RETAINING WALL. SEE INSTRUMENTATION AND

MONITORING DETAILS AND SPECIFICATIONS.

INSTALL 2-INCH MILL AND OVERLAY (GUTTER TO GUTTER). INSTALL TEMPORARY ASPHALT AS

NEEDED UNTIL TEMPS ALLOW FOR PERMANENT PAVEMENT. LOCATION OF ROADWAY SHOWN

IN DRAWINGS IS AN ESTIMATE. CONTRACTOR TO VERIFY EXTENTS AND MATCH ELEVATIONS.

INSTALL FULL DEPTH ASPHALT SECTION. 4" ASPHALT CONCRETE, DM-1/2. PG 64-22, MAX

RAP=15%, 8"-THICK COMPACTED UTBC, 8" PROPERLY PREPARED SUBGRADE

S10

S11

S12

S13

S14

S15

S16

S17

S18

S19

III-PC

II-p c ps

III

M W

11+00 12+00 13+00

14+00

844786

47764778

47784778

N: 355923.82 E: 500270.08

TOA: 4780.49

N: 355923.18 E: 500246.09

TOA: 4781.12

N: 355899.83 E: 500270.72

TOA: 4780.60

N: 355899.19 E: 500246.73

TOA: 4781.29

N: 355661.56 E: 500285.89

TOC: 4780.46

N: 355661.56 E: 500275.93

TOC: 4780.65

N: 355664.01 E: 500292.66

LIP/TOC: 4780.07

N: 355643.32 E: 500293.33

LIP/TOC: 4779.93

N: 355514.07 E: 500293.39

LIP/TOC: 4778.54

N: 355516.53 E: 500286.47

TOC: 4779.00

N: 355516.53 E: 500276.47

TOC: 4779.22

N: 355664.01 E: 500290.10

TOC/TBC: 4780.28

UTAH DEPARTMENT OF

TRANSPORTATION

32-06-100-048-4001

UTAH DEPARTMENT OF

TRANSPORTATION

27-31-300-008-0000

EPC HERRIMAN LLC

26-36-477-004-0000 HERRIMAN CITY

26-36-400-056-0000

UTAH DEPARTMENT OF

TRANSPORTATION

32-01-225-008-0000

MONARCH MEADOWS

APARTMENTS LLC

32-01-225-007-0000

H D

T O

O R

O N

-0

M O

C H

D O

W S

MOUNTAIN VIEW

CORRIDOR SOUTH BOUNDMOUNTAIN VIEW CORRIDOR

SOUTH BOUND

576 SF

S F

5 LF

90 SF

115 SF

N C

H /R

R M

S10

S1 S6

S2 S9

S12

S13

15+00 16+00 17+00 18+00

18.17'

4778 47

80 47

47644764

66 47

824784

47864786

S10

N: 355661.56 E: 500285.89

TOC: 4780.46

N: 355661.56 E: 500275.93

TOC: 4780.65

N: 355664.01 E: 500292.66

LIP/TOC: 4780.07

N: 355643.32 E: 500293.33

LIP/TOC: 4779.93

N: 355514.07 E: 500293.39

LIP/TOC: 4778.54

N: 355516.53 E: 500286.47

TOC: 4779.00

N: 355516.53 E: 500276.47

TOC: 4779.22

N: 355514.07 E: 500290.73

TOC/TBC: 4778.73

N: 355577.08 E: 500700.64

TOA: 4767.06

N: 355577.06 E: 500718.80

LIP/TOA: 4766.49

N: 355561.07 E: 500718.83

LIP/TOA: 4766.09

N: 355561.00 E: 500721.51

TBC: 4766.46

N: 355561.16 E: 500725.35

TOC: 4766.44

N: 355561.30 E: 500736.69

TOC: 4766.85

N: 355612.80 E: 500736.52

TOC: 4767.88

N: 355612.68 E: 500725.18

TOC: 4767.76

N: 355607.63 E: 500721.21

TBC: 4767.54

N: 355607.65 E: 500718.60

LIP/TOA: 4767.36

N: 355664.01 E: 500290.10

TOC/TBC: 4780.28

EDGE HOMES

UTAH, LLC

33-06-100-067-0000

UTAH DEPARTMENT OF

TRANSPORTATION

33-06-100-048-4001

TAH

EPAR

T O F

SPO

TATIO

32-01-225-008-0000

UTAH DEPARTMENT OF

TRANSPORTATION

32-01-225-008-0000

MONARCH MEADOWS

APARTMENTS LLC

32-01-225-007-0000

M O

U N

W C

O R

N O

B O

U N

D M

O U

C O

R R

R N

O R

O U

N D

M O

U N

W C

O R

S O

B O

U N

2055 SF

47 LF

585 SF

1360 SF

1958 SF

5 LF

130 LF

10 LF

90 SF

115 SF

20'X20'

LAUNCH/RETRIEVAL

SHAFT

20'X36'

LAUNCH/RETRIEVAL

SHAFT

20'X40'

INTERMEDIATE

SHAFT

S2 S9

S13 S13

S13 S15

S17

ATCHLINE STA. 13+50.00

SEE SHEET C-102

DESIGN BY:

J- U

-B E

N G

R S, IN

J-U-B ENGINEERS, INC.

DRAWN BY:

CHECKED BY:

E D

JUB PROJ. # :

AT FULL SIZE, IF NOT ONE

w w w .ju b.

co m

BID SET

Su ite

W in ch es te r S t.

Ph on e:

O F

D R

A W

S J-

U -B

S H

C O

M M

O N

, S

R Y, C O

D O

D R

G S, A N

D T

H E

N O

H O

U T

J- U

-B 'S

P R

W R

N C

O N

Y R

H O

U T

W R

N C

O N

J -U

-B W

T C

T' S

D W

O U

O R

J -U

-B

N O

INCH, SCALE ACCORDINGLY

ONE INCH

SHEET NUMBER:

FILE :

J-U-B ENGINEERS, INC.

Sa lt

La ke

C ity

, U T

RP-25-00274_C-102X

\\J U

O M

\U T\

P-

-0

\S H

R P-

-0

_C -1

D W

G Pl ot D at e:

M P lo tte d By

: W hi tn ey

D av id so n D at e

C re at ed

:6 /1

26 LAST UPDATED: 9/30/2026

RP-25-00274

KCS

WVD

C-102

MATCHLINE STA. 13+50.00

SEE SHEET C-102

MATCHLINE STA. 19+50.00

SEE SHEET C-103

I-P

CI-P

I-PC

II-P

C MWMW

22+00 23+00 24+00 25+00 26+00

100+00

47644764

66 47

47664768

476247

S10

N: 355612.68 E: 500725.18

TOC: 4767.76

N: 355607.63 E: 500721.21

TBC: 4767.54

N: 355607.65

N: 355884.48 E: 500703.15

TOA: 4769.88

N: 355868.41 E: 500766.49

LIP/TOA: 4768.35N: 355868.35

E: 500717.10

TOA: 4769.65

N: 355912.58 E: 500579.59

TOA: 4772.73

N: 355912.58 E: 500585.59

TOA: 4772.59

N: 355906.58 E: 500585.59

TOA: 4772.62

N: 355906.58 E: 500579.59

TOA: 4772.77

N: 355801.72 E: 500716.78

TOA: 4770.03

N: 355801.59 E: 500720.46

LIP/TOA: 4769.94

N: 355907.52 E: 500913.18

FG: 4764.18

N: 355907.52 E: 500919.18

FG: 4763.97

N: 355901.52 E: 500913.18

TOA: 4763.38

N: 355906.33 E: 501015.52

FG: 4760.68

N: 355906.33 E: 501021.52

FG: 4760.48

N: 355900.33 E: 501021.52

TOA: 4759.70

N: 355900.33 E: 501015.52

TOA: 4759.87

UTAH DEPARTMENT

OF TRANSPORTATION

27-31-300-008-0000

UTAH DEPARTMENT

OF TRANSPORTATION

33-06-100-048-4001

EDGE HOMES

UTAH, LLC

33-06-100-067-0000

HERRIMAN MEDICAL

PARTNERS, LLC

33-06-100-041-0000

HERRIMAN MEDICAL

PARTNERS, LLC

33-06-100-042-0000

13400 SOUTH

M O

U N

W C

O R

N O

B O

U N

2055 SF

9803 SF

1927 SF

36 SF

S10

S3 S14

24 LF

N: 355901.52 E: 500919.18

TOA: 4763.16

E: 501240.52

TOC: 4755.71

N: 355885.09 E: 501240.41

TOC: 4755.48

N: 355883.22 E: 501240.40

TOA: 4755.44

1,186 SF S18

N: 355858.32 E: 501009.87

MATCH EXISTING

N: 355784.70 E: 501009.86

MATCH EXISTING

N: 355784.79 E: 501035.24

MATCH EXISTING

N: 355858.21 E: 501035.11

MATCH EXISTING

S16

N: 355866.99 E: 501023.13

MATCH EXISTING

N: 355867.03 E: 501015.13

MATCH EXISTING

S14

6 LF

S14 6 LF

S19S3548 SF

SEWER KEY NOTES:

REMOVE EXISTING UDOT TYPE B1 CONCRETE CURB AND GUTTER

REMOVE EXISTING CONCRETE SIDEWALK

SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT

REMOVE EXISTING CONCRETE PAVEMENT PANEL

INSTALL UDOT TYPE B1 CURB AND GUTTER PER DETAIL C1 ON SHEET C-502

INSTALL UDOT TYPE M1 CONCRETE CURB AND GUTTER PER DETAIL B1 ON SHEET C-502

INSTALL CONCRETE CURB AND GUTTER TRANSITION (TYPE B1 TO TYPE M1) PER DETAIL B2

ON SHEET C-502

INSTALL UDOT (4-INCH THICK) SIDEWALK PER UDOT STANDARD PA SERIES, MATCH EXISTING

DIMENSIONS.

INSTALL CONCRETE PAD (8" THICK) PER DETAIL B3 ON SHEET C-502

INSTALL UDOT ASPHALT T-PATCH PAVEMENT PER DETAIL B4 ON SHEET C-503. RESTORE

ASSOCIATED PAVEMENT STRIPING IN KIND

INSTALL CONCRETE PAVEMENT SECTION PER DETAIL B3 ON C-503. RESTORE PAVEMENT

STRIPING IN KIND

RESTORE GRAVEL LANDSCAPING ROCK AND CONCRETE MOW CURB (IF APPLICABLE). MATCH

SURROUNDING ROCK

RESTORE AFFECTED LANDSCAPING IN KIND FROM CONSTRUCTION ACTIVITIES

REMOVE AND REPLACE UDOT TYPE B5 CURB RAISED MEDIAN PER UDOT STANDARD GW 2A.

RESTORE GRAVEL LANDSCAPE IN KIND.

BUILDING FOUNDATION LIMITS. PROTECT IN PLACE ALL EXISTING INFRASTRUCTURE, SEE

INSTRUMENTATION AND MONITORING DETAILS AND SPECIFICATIONS.

REMOVE AND REPLACE EXISTING CONCRETE DRIVE ENTRANCE IN KIND PER RIVERTON CITY

STANDARDS

PRESERVE AND PROTECT EXISTING RETAINING WALL. SEE INSTRUMENTATION AND

MONITORING DETAILS AND SPECIFICATIONS.

INSTALL 2-INCH MILL AND OVERLAY (GUTTER TO GUTTER). INSTALL TEMPORARY ASPHALT AS

NEEDED UNTIL TEMPS ALLOW FOR PERMANENT PAVEMENT. LOCATION OF ROADWAY SHOWN

IN DRAWINGS IS AN ESTIMATE. CONTRACTOR TO VERIFY EXTENTS AND MATCH ELEVATIONS.

INSTALL FULL DEPTH ASPHALT SECTION. 4" ASPHALT CONCRETE, DM-1/2. PG 64-22, MAX

RAP=15%, 8"-THICK COMPACTED UTBC, 8" PROPERLY PREPARED SUBGRADE

S10

S11

S12

S13

S14

S15

S16

S17

S18

S19

30+23

25+00 26+00 27+00

28+00 29+00 30+00

N: 355906.33 E: 501021.52

FG: 4760.48

N: 355900.33 E: 501021.52

TOA: 4759.70

HERRIMAN MEDICAL

PARTNERS, LLC

33-06-100-042-0000

CWP WEST CORP

33-06-100-037-0000

SILVER REAL ESTATE

HOLDING LLC

33-06-100-035-0000

PROVIDENCE TOWN

CENTER, LLC

33-06-100-045-0000

RIVERTON CENTERCAL

OWNER, LLC

27-31-351-007-0000

RIVERTON CENTERCAL

OWNER, LLC

27-31-351-003-0000

RIVERTON CENTERCAL

OWNER, LLC

27-31-351-008-0000

HERRIMAN MEDICAL

PARTNERS, LLC

33-06-100-041-0000

UTAH DEPARTMENT

OF TRANSPORTATION

27-31-300-008-0000

13400 SOUTH

1927 SF

4266 SF

218 SF

S10S3

S14

S4 S11

S12

S4S11

24 LF

N: 355904.69 E: 501240.52

TBC: 4756.51

N: 355895.01 E: 501240.52

TOC: 4755.71

N: 355885.09 E: 501240.41

TOC: 4755.48

N: 355883.22 E: 501240.40

TOA: 4755.44

N: 355865.92 E: 501240.30

LIP/TOC: 4755.06

N: 355884.53 E: 501322.49

TOC: 4754.55

N: 355896.09 E: 501322.55

TOC: 4754.78

N: 355875.96 E: 501346.39

TOC: 4754.07

N: 355885.83 E: 501418.52

TOC: 4753.13

N: 355913.95 E: 501418.51

TOC: 4754.45

N: 355910.68 E: 501369.80

TOC: 4755.14

N: 355866.10 E: 501346.31

LIP/TOC: 4753.82

N: 355875.82 E: 501370.40

TOC: 4753.74

N: 355885.81 E: 501370.48

TOC: 4753.95

N: 355905.88 E: 501369.80

TOC: 4754.44

N: 355906.01 E: 501346.59

TOC: 4754.73N: 355895.96

E: 501346.52

TOC: 4754.51

N: 355894.93 E: 501264.47

TOC: 4755.40

N: 355904.84 E: 501264.54

TBC: 4756.25

N: 355784.79 E: 501035.24

MATCH EXISTING

N: 355858.21 E: 501035.11

MATCH EXISTING

S16

N: 355866.99 E: 501023.13

MATCH EXISTING

S14 6 LF

ATC

LIN

E STA. 25+50.00

SEE SH

EET C

-103

MATCHLINE STA. 19+50.00

SEE SHEET C-102

DESIGN BY:

J- U

-B E

N G

R S, IN

J-U-B ENGINEERS, INC.

DRAWN BY:

CHECKED BY:

E D

JUB PROJ. # :

AT FULL SIZE, IF NOT ONE

w w w .ju b.

co m

BID SET

Su ite

W in ch es te r S t.

Ph on e:

O F

D R

A W

S J-

U -B

S H

C O

M M

O N

, S

R Y, C O

D O

D R

G S, A N

D T

H E

N O

H O

U T

J- U

-B 'S

P R

W R

N C

O N

Y R

H O

U T

W R

N C

O N

J -U

-B W

T C

T' S

D W

O U

O R

J -U

-B

N O

INCH, SCALE ACCORDINGLY

ONE INCH

SHEET NUMBER:

FILE :

J-U-B ENGINEERS, INC.

Sa lt

La ke

C ity

, U T

RP-25-00274_C-102X

\\J U

O M

\U T\

P-

-0

\S H

R P-

-0

_C -1

D W

G Pl ot D at e:

M P lo tte d By

: W hi tn ey

D av id so n D at e

C re at ed

:6 /1

26 LAST UPDATED: 9/30/2026

RP-25-00274

KCS

WVD

C-103

ATC

LIN

E STA. 25+50.00

SEE SH

EET C

-103

SEWER KEY NOTES:

REMOVE AND DISPOSE OF EXISTING SANITARY SEWER MANHOLE

ABANDON EXISTING SEWER MANHOLE, REMOVE 3-FT MIN BELOW SURFACE, PLUG EXISTING

PIPES & FILL MANHOLE WITH FLOWABLE FILL/BACKFILL MATERIAL PER JBID DESIGN

STANDARDS & CONSTRUCTION SPECIFICATIONS, SECTION 515.03 & 407.03

FURNISH AND INSTALL 15" PVC D3034, SDR35, GRAVITY SEWER PIPE. INSTALL PER JBID

STANDARD SEWER TRENCH DETAIL, SS-1A SHOWN ON SHEET C-501

FURNISH AND INSTALL STANDARD SEWER MANHOLE (SIZE INDICATED IN PROFILE). SEE

DETAIL SS-2A SHOWN ON SHEET C-501

FURNISH AND INSTALL 36" STEEL CASING (0.562" WALL THICKNESS) PER SHEETS C-504 AND

C-505. INSTALL WITH TRENCHLESS METHODS ACROSS UDOT R-O-W IN ACCORDANCE WITH

GEOTECH RECOMMENDATIONS

CONNECT TO EXISTING SANITARY SEWER SYSTEM (SIZE PER PLANS)

CAP EXISTING SEWER (SIZE PER PLANS) PER JBID DESIGN STANDARDS & CONSTRUCTION

SPECIFICATIONS, SECTION 409.02. FLOWFILL EXTERIOR OF CAP. REMOVE SUFFICIENT

EXISTING SEWER PIPE TO CONSTRUCT NEW SEWER INFRASTRUCTURE.

REMOVE AND REPLACE EXISTING 54" RCP STORM DRAIN PIPE

REMOVE AND REINSTALL GUTTER INLET GRATE, PRESERVE AND PROTECT EXISTING STORM

DRAIN CATCH BASIN

EXISTING LARGE DIAMETER STORM DRAIN IS APPROXIMATELY 20' BELOW INVERT OF SEWER

FURNISH AND INSTALL 4" NOSE-ON CONNECTION PER JBID STANDARD DWG SS-3A.

FURNISH AND INSTALL 8" PVC D3034, SDR35, GRAVITY SEWER PIPE. INSTALL PER JBID

STANDARD SEWER TRENCH DETAIL, SS-1A SHOWN ON SHEET C-501. SEE B1/C-205 FOR

GRAVITY SEWER PROFILE

REMOVE AND DISPOSE OF EXISITING 8" PVC SEWER PIPE

FURNISH AND INSTALL 15" PVC D3034, SDR35, CARRIER PIPE. INSTALL PER SHEET C-504

REMOVE AND REPLACE EXISTING 21" RCP STORM DRAIN PIPE

FURNISH AND INSTALL 6" NOSE-ON CONNECTION PER JBID STANDARD DWG SS-3A.

TRANSITION EXISTING 6" HDPE LATERAL TO 6" PVC LATERAL PRIOR TO NOSE-ON WITH MJ

FITTING.

MISCELLANEOUS KEY NOTES:

PRESERVE & PROTECT MISCELLANEOUS UTILITY (INCIDENTAL)

POTABLE/NON-POTABLE CROSSING (INCIDENTAL)

PROTECT IN PLACE EXISTING SIGNAL EQUIPMENT

PROTECT IN PLACE EXISTING 18" HIGH PRESSURE GAS LINE. CONTRACTOR

TO COORDINATE WITH ENBRIDGE GAS ON SAFETY, MONITORING, AND CONSTRUCTION

REQUIREMENTS.

PROTECT IN PLACE EXISTING 20" PRESSURIZED DUCTILE IRON IRRIGATION LINE.

CONTRACTOR IS TO INSTALL SHAFT WHILE IRRIGATION LINE IS OFF, FROM NOVEMBER 2ND

TO APRIL 30TH. IF REMOVAL OF IRRIGATION PIPE IS REQUIRED TO INSTALL SHAFT SHORING, CONTRACTOR TO COORDINATE WITH RIVERTON CITY FOR APPROVAL.

S10

S11

S12

S13

S14

S15

S16

GENERAL NOTES

1. PIPE LENGTHS AND SLOPES ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OF MANHOLE.

SEWER ALIGNMENT STATIONING BASED ON CENTERLINE OF GRAVITY SEWER.INSTALL FULL LENGTH

OF PIPE AT EACH SIDE OF A FITTING OR BETWEEN FITTINGS.

2. PROTECTION OF ALL UTILITIES IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE EXACT

LOCATION AND/OR ELEVATION OF EXISTING UTILITIES SHOWN ON THESE DRAWINGS IS

APPROXIMATE AND IS NOT TO BE RELIED ON AS EXACT OR COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO POTHOLE AND VERIFY THE LOCATIONS AND/OR ELEVATIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS IN THE FIELD AND THE

INFORMATION SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE

PROJECT ENGINEER, JORDAN BASIN IMPROVEMENT DISTRICT, AND THE UTILITY OWNER PRIOR TO

PROCEEDING WITH CONSTRUCTION.

3. EXISTING SEWER INVERTS ARE APPROXIMATE BASED ON FIELD DATA. CONTRACTOR SHALL FIELD

VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES AND OTHER UTILITIES

BEFORE STAKING OR CONSTRUCTING ANY NEW SEWER LINES OR ORDERING MANHOLES.

4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, PERMANENT EASEMENTS, AND

TEMPORARY EASEMENTS SHOWN ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING

ANY CONSTRUCTION STAGING AREAS AND TEMPORARY CONSTRUCTION EASEMENTS THAT MAY BE

REQUIRED TO CONSTRUCT THE PROJECT.

5. UNLESS OTHERWISE NOTED, PRESERVE AND PROTECT ALL EXISTING FEATURES. REFER TO

GENERAL NOTES FOR ADDITIONAL ITEMS.

6. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE IN

APPROVED LOCATION.

7. BACKFILL BORING PITS AND ALL OTHER EXCAVATIONS WITHIN UDOT ROW ABOVE PIPE ZONE WITH NATIVE FILL OR IMPORTED FILL. IF UTILIZING NATIVE FILL, CONTRACTOR TO TREAT NATIVE FILL SO BACKFILL IS FREE OF DEBRIS LARGER THAN 6". MAXIMUM LIFT: 1', COMPACT TO 96% MODIFIED PROCTOR. IF UTILIZING IMPORTED FILL, CONTRACTOR TO UTILIZE UDOT AASHTO A-1-a MATERIAL, COMPACTED TO 96% MODIFIED PROCTOR.

8. FOUR FEET OF COVER IS REQUIRED OVER ALL SEWER LINES.

9. UTILITIES SHOWN IN GRAY REPRESENT FUTURE MISCELLANEOUS INSTALLATIONS AND ARE

PROVIDED FOR REFERENCE ONLY. THESE UTILITIES ARE NOT INCLUDED IN THE WORK SCOPE FOR

THIS PROJECT.

III-PC

II-p c ps

III

M W

11+00 12+00 13+00

14+00

S1 S3S4

S4S3

N C

H /R

R M

MOUNTAIN VIEW

CORRIDOR SOUTH BOUNDMOUNTAIN VIEW CORRIDOR

SOUTH BOUND

° 321 LF

SSMH-1

N: 355589.07

E: 500266.94EXSSMH-2180

N: 355909.42 E: 500258.46

UTAH DEPARTMENT OF

TRANSPORTATION

32-06-100-048-4001

UTAH DEPARTMENT OF

TRANSPORTATION

27-31-300-008-0000

EPC HERRIMAN LLC

26-36-477-004-0000 HERRIMAN CITY

26-36-400-056-0000

UTAH DEPARTMENT OF

TRANSPORTATION

32-01-225-008-0000

MONARCH MEADOWS

APARTMENTS LLC

32-01-225-007-0000

844786

47764778

47784778

H D

T O

O R

O N

-0

M O

C H

D O

W S

20'X36' LAUNCH/RETRIEVAL

SHAFT

90 LFS5

20'X20'

LAUNCH/RETRIEVAL

SHAFT

CASING START

N:355902.51 E:500258.64

CASING END

N:355813.11 E:500260.86

CASING START

N:355589.07 E:500273.94

S14 90 LF

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

NEW SSMH-2180 (60-INCH DIA.)

STA: 10+83.80, 0.00'

RIM:4780.86

INV IN: 4757.24 12" (W)

INV OUT: 4757.04 15" (S)

EXIST 97 LF 12" @ 5.41%

321 LF 15" @ 2.51%

EXISTING 24" STORM DRAIN

EXISTING GROUND

EXISTING 18" HPG

EXISTING 20" PIRR

EXISTING 2" BFO

EXISTING 6" GAS W/ 12" STEEL CASING

EXISTING 2" BFO (SIZE AND DEPTH ASSUMED)

EXISTING POWER (DEPTH ASSUMED, SIZE UNK)

EXISTING 18" STORM DRAIN

24" IRRIGATION (BY OTHERS)

24" WATER (BY OTHERS)

90 LF 36" STEEL CASING

ATCHLINE STA. 13+50.00

SEE SHEET C-202

DESIGN BY:

J- U

-B E

N G

R S, IN

J-U-B ENGINEERS, INC.

DRAWN BY:

CHECKED BY:

E D

JUB PROJ. # :

AT FULL SIZE, IF NOT ONE

w w w .ju b.

co m

BID SET

Su ite

W in ch es te r S t.

Ph on e:

O F

D R

A W

S J-

U -B

S H

C O

M M

O N

, S

R Y, C O

D O

D R

G S, A N

D T

H E

N O

H O

U T

J- U

-B 'S

P R

W R

N C

O N

Y R

H O

U T

W R

N C

O N

J -U

-B W

T C

T' S

D W

O U

O R

J -U

-B

N O

INCH, SCALE ACCORDINGLY

ONE INCH

SHEET NUMBER:

FILE :

J-U-B ENGINEERS, INC.

Sa lt

La ke

C ity

, U T

RP-25-00274_C-201X

\\J U

O M

\U T\

P-

-0

\S H

R P-

-0

_C -2

D W

G Pl ot D at e:

M P lo tte d By

: W hi tn ey

D av id so n D at e

C re at ed

:4 /1

6 LAST UPDATED: 10/7/2026

A N

D P

R O

RP-25-00274

KCS

WVD

C-201

VERT

HORZ 30

15+00 16+00 17+00 18+00

S4 S4

20'X20'

LAUNCH/RETRIEVAL

SHAFT

S14S5

20'X36'

LAUNCH/RETRIEVAL

SHAFT

20'X40'

INTERMEDIATE

SHAFT

M O

U N

W C

O R

N O

B O

U N

M O

U N

W C

O R

S O

B O

U N

M O

U N

TAIN

VIEW

C O

R R

288 LF

442 LF429 LF

321 LF

SSMH-2

N: 355589.08 E: 500708.73

SSMH-1

N: 355589.07 E: 500266.94

EDGE HOMES

UTAH, LLC

33-06-100-067-0000

UTAH DEPARTMENT OF

TRANSPORTATION

33-06-100-048-4001

TAH

EPAR

T O F

SPO

TATIO

32-01-225-008-0000

17.98'

4778 47

80 47

47644764

66 47

824784

47864786

24 LF

UTAH DEPARTMENT OF

TRANSPORTATION

32-01-225-008-0000

MONARCH MEADOWS

APARTMENTS LLC

32-01-225-007-0000

20'X36' LAU

C H

ETR

IEVAL

CASING START

N:355589.07 E:500273.94

CASING END

N:355589.07 E:500701.65

427.70'

13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50

442 LF 15" @ 1.00%

SSMH-1 (60-INCH DIA.)

STA: 14+04.26, 0.00' R

RIM:4779.33

INV IN: 4749.00 15" (N)

INV OUT: 4748.80 15" (E)

SSMH-2 (60-INCH DIA.)

STA: 18+46.05, 0.00'

RIM:4767.21

INV IN: 4744.36 15" (W)

INV OUT: 4744.16 15" (N)

1' -9

288 LF 15" @ 0.75%

321 LF 15" @ 2.51%

429 LF 36" STEEL CASING

FUTURE UDOT SURFACE

EXISTING GROUND

PROPOSED 18" UDOT

STORM DRAIN

EXISTING 24" STORM DRAIN

SEWER KEY NOTES:

REMOVE AND DISPOSE OF EXISTING SANITARY SEWER MANHOLE

ABANDON EXISTING SEWER MANHOLE, REMOVE 3-FT MIN BELOW SURFACE, PLUG EXISTING

PIPES & FILL MANHOLE WITH FLOWABLE FILL/BACKFILL MATERIAL PER JBID DESIGN

STANDARDS & CONSTRUCTION SPECIFICATIONS, SECTION 515.03 & 407.03

FURNISH AND INSTALL 15" PVC D3034, SDR35, GRAVITY SEWER PIPE. INSTALL PER JBID

STANDARD SEWER TRENCH DETAIL, SS-1A SHOWN ON SHEET C-501

FURNISH AND INSTALL STANDARD SEWER MANHOLE (SIZE INDICATED IN PROFILE). SEE

DETAIL SS-2A SHOWN ON SHEET C-501

FURNISH AND INSTALL 36" STEEL CASING (0.562" WALL THICKNESS) PER SHEETS C-504 AND

C-505. INSTALL WITH TRENCHLESS METHODS ACROSS UDOT R-O-W IN ACCORDANCE WITH

GEOTECH RECOMMENDATIONS

CONNECT TO EXISTING SANITARY SEWER SYSTEM (SIZE PER PLANS)

CAP EXISTING SEWER (SIZE PER PLANS) PER JBID DESIGN STANDARDS & CONSTRUCTION

SPECIFICATIONS, SECTION 409.02. FLOWFILL EXTERIOR OF CAP. REMOVE SUFFICIENT

EXISTING SEWER PIPE TO CONSTRUCT NEW SEWER INFRASTRUCTURE.

REMOVE AND REPLACE EXISTING 54" RCP STORM DRAIN PIPE

REMOVE AND REINSTALL GUTTER INLET GRATE, PRESERVE AND PROTECT EXISTING STORM

DRAIN CATCH BASIN

EXISTING LARGE DIAMETER STORM DRAIN IS APPROXIMATELY 20' BELOW INVERT OF SEWER

FURNISH AND INSTALL 4" NOSE-ON CONNECTION PER JBID STANDARD DWG SS-3A.

FURNISH AND INSTALL 8" PVC D3034, SDR35, GRAVITY SEWER PIPE. INSTALL PER JBID

STANDARD SEWER TRENCH DETAIL, SS-1A SHOWN ON SHEET C-501. SEE B1/C-205 FOR

GRAVITY SEWER PROFILE

REMOVE AND DISPOSE OF EXISITING 8" PVC SEWER PIPE

FURNISH AND INSTALL 15" PVC D3034, SDR35, CARRIER PIPE. INSTALL PER SHEET C-504

REMOVE AND REPLACE EXISTING 21" RCP STORM DRAIN PIPE

FURNISH AND INSTALL 6" NOSE-ON CONNECTION PER JBID STANDARD DWG SS-3A.

TRANSITION EXISTING 6" HDPE LATERAL TO 6" PVC LATERAL PRIOR TO NOSE-ON WITH MJ

FITTING.

MISCELLANEOUS KEY NOTES:

PRESERVE & PROTECT MISCELLANEOUS UTILITY (INCIDENTAL)

POTABLE/NON-POTABLE CROSSING (INCIDENTAL)

PROTECT IN PLACE EXISTING SIGNAL EQUIPMENT

PROTECT IN PLACE EXISTING 18" HIGH PRESSURE GAS LINE. CONTRACTOR

TO COORDINATE WITH ENBRIDGE GAS ON SAFETY, MONITORING, AND CONSTRUCTION

REQUIREMENTS.

PROTECT IN PLACE EXISTING 20" PRESSURIZED DUCTILE IRON IRRIGATION LINE.

CONTRACTOR IS TO INSTALL SHAFT WHILE IRRIGATION LINE IS OFF, FROM NOVEMBER 2ND

TO APRIL 30TH. IF REMOVAL OF IRRIGATION PIPE IS REQUIRED TO INSTALL SHAFT SHORING, CONTRACTOR TO COORDINATE WITH RIVERTON CITY FOR APPROVAL.

S10

S11

S12

S13

S14

S15

S16

GENERAL NOTES

1. PIPE LENGTHS AND SLOPES ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OF MANHOLE.

SEWER ALIGNMENT STATIONING BASED ON CENTERLINE OF GRAVITY SEWER.INSTALL FULL LENGTH

OF PIPE AT EACH SIDE OF A FITTING OR BETWEEN FITTINGS.

2. PROTECTION OF ALL UTILITIES IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE EXACT

LOCATION AND/OR ELEVATION OF EXISTING UTILITIES SHOWN ON THESE DRAWINGS IS

INFORMATION SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE

PROJECT ENGINEER, JORDAN BASIN IMPROVEMENT DISTRICT, AND THE UTILITY OWNER PRIOR TO

PROCEEDING WITH CONSTRUCTION.

3. EXISTING SEWER INVERTS ARE APPROXIMATE BASED ON FIELD DATA. CONTRACTOR SHALL FIELD

VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES AND OTHER UTILITIES

BEFORE STAKING OR CONSTRUCTING ANY NEW SEWER LINES OR ORDERING MANHOLES.

4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, PERMANENT EASEMENTS, AND

TEMPORARY EASEMENTS SHOWN ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING

ANY CONSTRUCTION STAGING AREAS AND TEMPORARY CONSTRUCTION EASEMENTS THAT MAY BE

REQUIRED TO CONSTRUCT THE PROJECT.

5. UNLESS OTHERWISE NOTED, PRESERVE AND PROTECT ALL EXISTING FEATURES. REFER TO

GENERAL NOTES FOR ADDITIONAL ITEMS.

6. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE IN

APPROVED LOCATION.

8. FOUR FEET OF COVER IS REQUIRED OVER ALL SEWER LINES.

9. UTILITIES SHOWN IN GRAY REPRESENT FUTURE MISCELLANEOUS INSTALLATIONS AND ARE

PROVIDED FOR REFERENCE ONLY. THESE UTILITIES ARE NOT INCLUDED IN THE WORK SCOPE FOR

THIS PROJECT.

MATCHLINE STA. 13+50.00

SEE SHEET C-201

MATCHLINE STA. 19+50.00

SEE SHEET C-203

DESIGN BY:

J- U

-B E

N G

R S, IN

J-U-B ENGINEERS, INC.

DRAWN BY:

CHECKED BY:

E D

JUB PROJ. # :

AT FULL SIZE, IF NOT ONE

w w w .ju b.

co m

BID SET

Su ite

W in ch es te r S t.

Ph on e:

O F

D R

A W

S J-

U -B

S H

C O

M M

O N

, S

R Y, C O

D O

D R

G S, A N

D T

H E

N O

H O

U T

J- U

-B 'S

P R

W R

N C

O N

Y R

H O

U T

W R

N C

O N

J -U

-B W

T C

T' S

D W

O U

O R

J -U

-B

N O

INCH, SCALE ACCORDINGLY

ONE INCH

SHEET NUMBER:

FILE :

J-U-B ENGINEERS, INC.

Sa lt

La ke

C ity

, U T

RP-25-00274_C-201X

\\J U

O M

\U T\

P-

-0

\S H

R P-

-0

_C -2

D W

G Pl ot D at e:

M P lo tte d By

: W hi tn ey

D av id so n D at e

C re at ed

:4 /1

6 LAST UPDATED: 10/7/2026

A N

D P

R O

RP-25-00274

KCS

WVD

C-202

SCALE IN FEET

VERT

HORZ 30

I-P

CI-P

I-PC

II-P

C MWMW

22+00 23+00 24+00 25+00 26+00

100+00

S4 S2

S3 S3

13400 SOUTH

M O

U N

W C

O R

N O

B O

U N

288 LF

309 LF

306 LF 306 LF

SSMH-3

N: 355877.46 E: 500710.15

SSMH-4

N: 355876.64 E: 501018.97

UTAH DEPARTMENT

OF TRANSPORTATION

27-31-300-008-0000

UTAH DEPARTMENT

OF TRANSPORTATION

33-06-100-048-4001

EDGE HOMES

UTAH, LLC

33-06-100-067-0000

HERRIMAN MEDICAL

PARTNERS, LLC

33-06-100-041-0000

HERRIMAN MEDICAL

PARTNERS, LLC

33-06-100-042-000047644764

66 47

47664768

476247

S10

S1385 LF S12

M2 M1

S15

EX SSWR MH-135409

N: 355791.74 E: 501020.40

19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50

SSMH-3 (60-INCH DIA.)

STA: 21+34.44, 0.00'

RIM:4769.76

INV IN: 4742.00 15" (S)

INV OUT: 4741.80 15" (E)

309 LF 15" @ 0.75%

288 LF 15" @ 0.75%

SSMH-4 (60-INCH DIA.)

STA: 24+43.26, 0.00'

RIM:4759.32

INV IN: 4739.48 15" (W)

INV IN: 4740.42 8" (S)

INV OUT: 4739.38 15" (E)

18" STORM DRAIN

EXISTING 21" STORM DRAIN

EXISTING UDOT ITS BUNDLE

(SIZE ASSUMED, DEPTH UNK)

EXISTING 6" GAS W/ 12" STEEL CASING

EXISTING 2" BFO (SIZE AND DEPTH ASSUMED)

EXISTING POWER (DEPTH ASSUMED, SIZE UNK)

EXISTING 60" STORM DRAIN

EXISTING 2" BFO (SIZE AND DEPTH ASSUMED)

EXISTING POWER (DEPTH

ASSUMED, SIZE UNK

EXISTING GROUND

EXISTING 10" WATERLINE

SEWER KEY NOTES:

REMOVE AND DISPOSE OF EXISTING SANITARY SEWER MANHOLE

ABANDON EXISTING SEWER MANHOLE, REMOVE 3-FT MIN BELOW SURFACE, PLUG EXISTING

PIPES & FILL MANHOLE WITH FLOWABLE FILL/BACKFILL MATERIAL PER JBID DESIGN

STANDARDS & CONSTRUCTION SPECIFICATIONS, SECTION 515.03 & 407.03

FURNISH AND INSTALL 15" PVC D3034, SDR35, GRAVITY SEWER PIPE. INSTALL PER JBID

STANDARD SEWER TRENCH DETAIL, SS-1A SHOWN ON SHEET C-501

FURNISH AND INSTALL STANDARD…

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 Oct 13, 2026.