1-25-116 Val Verde Waterline Plan Set 3-27-26 (1).pdf

SOUTH DAVIS WATER DISTRICT

NO BY DATE REMARKS

REVISIONS

N

CULINARY WATERLINE

VAL VERDE PFAS MITIGATION PROJECT

STANDARD DETAILSDT-017

CULINARY WATERLINEUT-01 TO UT-025 - 6

CROSS REFERENCECR-014

LEGEND & ABBREVIATIONS1-B3

NOTES & CONTACTS1-A2

COVER & INDEX11

SHEET TITLESHEET

NO

SHEET

SHEET INDEX

CROSS

WOODS

SALT LAKE

NORTH

BOUNTIFUL

BOUNTIFUL

WEST

CENTERVILLE

FARMINGTON

KAYSVILLE

HEIGHTS

FRUIT

LAYTON

SYRACUSE

WEST POINT

CLINTON SUNSET

CLEARFIELD

MAP

DAVIS COUNTY

ESI ENGINEERING

TEL: (801) 263-1752

WEST VALLEY CITY, UTAH 84120

4141 WEST 2100 SOUTH, SUITE 100

CIVIL - STRUCTURAL - LAND SURVEYING

BWN

BWN

KLC

PSB

SHEET NO. 1

DESIGN

QUANT.

NUMBER

PROJECT

CHECK

CHECK

DRAWN

CHECK

10/2025

10/2025

10/2025

10/2025

10/2025

PSB

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DESIGN

QUANT.

CHECK

CHECK

DRAWN

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25-116

OF

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E A S T

O A C

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3300 SOUTH

3600 SOUTH

E

A S

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3100 SOUTH

B O

N N E V

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L E D

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IV

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10/01/2025

SHEET

NO.SOUTH DAVIS WATER DISTRICT

VAL VERDE PFAS MITIGATION PROJECT

CULINARY WATERLINE

DESCRIPTIONBYDATEREVISION

DESIGN

DRAWN

CHECKED

DATE

BWN

PSB

PSB

CIVIL - STRUCTURAL - LAND SURVEY

4141 WEST 2100 SOUTH, SUITE 100

WEST VALLEY, UTAH 84120

TEL: (801) 263-1752

ESI ENGINEERING

10/01/2025

25-116

SHEET

TYP.

PROJ.

NO.

1-A

NOTES & CONTACTS

STARTING CONSTRUCTION.

THE CONTRACTOR IS REQUIRED TO CONTACT THE ENGINEER AT LEAST 24 HOURS PRIOR TO17.

MILLING OR SAW-CUTTING OF ASPHALT.

FINDINGS OF EX. UTILITY LINES. ENGINEER TO VERIFY NEW UTILITY ALIGNMENT, PRIOR TO

NEW UTILITY ALIGNMENTS SHALL BE ESTABLISHED IN THE FIELD ACCORDING TO TESTHOLE16.

MATHCING EXISTING MATERIALS. REPLACING SPRINKLERS, DECORATIVE CURBING, ETC.

PROPERTY IMPACTED BY PROJECT SHALL BE RESTORED TO EQUAL CONDITION,15.

BEFORE PROCEEDING WITH THE WORK.

BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS

CONDITIONS AT THE SITE AND SHALL NOTIFY THE ENGINEER OF DISCREPANCIES

THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND14.

AND DISCREPANCIES OR CONFLICTS BEFORE PROCEEDING WITH THE WORK.

THE CONTRACTOR SHALL EXAMINE THE DRAWING AND SHALL NOTIFY THE OWNER OF13.

AS NECESSARY TO COMPLETE WORK.

CONTRACTOR IS RESPONSIBLE FOR DEWATERING AND DIVERSION OF GROUND WATER 12.

SAFE & LEGAL MANNER BY THE CONTRACTOR.

ALL MATERIALS TO BE REMOVED SHALL BE HAULED AWAY & DISPOSED OF IN A11.

SHALL BE DISPOSED OF OFF SITE.

OF PAVEMENTS OR CONCRETE. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE

MATERIAL WHICH IN THE OPINION OF THE ENGINEER, IS SUITABLE FOR THE FOUNDATION

GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY

THIS SHALL INCLUDE CLEARING AND GRUBBING WHICH CONSISTS OF CLEARING THE

GROUND, AS REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.

THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW10.

EXISTING DRAINS FROM ADJACENT PROPERTIES ARE TO BE MAINTAINED AND PROTECTED.9.

CONTRACTORS EXPENSE.

PROPERTY BY CONTRACTOR SHALL BE RESTORED TO EQUAL CONDITION AT

I.E. FENCE, LANDSCAPING, MAILBOXES, ETC. ANY DAMAGE TO PUBLIC OR PRIVATE

CONTRACTOR SHALL PROTECT & NOT DISTURB PROPERTY ADJACENT TO PROJECT8.

& SUBMIT TO THE ENGINEER PRIOR TO FINAL PAYMENT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORD DRAWING INFORMATION7.

& WITH MINIMUM DISRUPTION OF SERVICE.

DURING CONSTRUCTION TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY MANNER

COMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES

THE CONTRACTOR IS RESPONSIBLE TO COORDINATE & COOPERATE WITH ALL UTILITY6.

EXCAVATION & SHORING, TRAFFIC CONTROL & SECURITY.

CONTRACTOR IS RESPONSIBLE FOR ALL PROJECT SAFETY, INCLUDING BUT NOT LIMITED TO:

REQUIREMENTS FOR SAFETY & PROTECTION OF WORKERS & OTHER UTILITIES. THE

UTILITY TRENCHES ARE TO BE SLOPED OR BRACED & SHEETED AS PER STATE & FEDERAL5.

CITY STANDARDS.

MOST RECENT VERSION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND

REVIEWED AND ACCEPTED BY THE DISTRICT. ALL TRAFFIC SHALL CONFORM TO THE

CONSTRUCTION, INCLUDING FLAGGING. TRAFFIC CONTROL PLANS SHALL BE

PLAN & PROVIDING ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED FOR

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A TRAFFIC CONTROL4.

TO PERFORM THE WORK.

SIGNED APPROVED PLANS & SPECIFICATIONS, AS WELL AS ALL PERMITS AS REQUIRED

THE CONTRACTOR SHALL HAVE ON SITE AT ALL TIMES AT LEAST ONE COPY OF THE3.

COMPANY & ANY OTHER REQUIRED UTILITY COMPANY PRIOR TO EXCAVATION.

MAY NOT BE SHOWN. CONTACT BLUE STAKES, SEWER DISTRICT, IRRIGATION

EXISTING UTILITY LOCATIONS SHOWN MAY NOT BE EXACT AND ALL UTILITIES2.

SPECIFICATIONS OF THE DISTRICT UNLESS OTHERWISE NOTED.

ALL CONSTRUCTION SHALL COMPLY WITH THE STANDARD DRAWINGS AND1.

CENTURY LINK

(801) 685-2105

TAYLOR CONSTANCE

CAUTION: NOTICE TO CONTRACTOR

PRIOR TO ANY FURTHER WORK BEING DONE RELATED TO THE ISSUE.

THE ENGINEER OF RECORD SHOULD BE CONTACTED IMMEDIATELY,

IMPROVEMENTS SHOWN ON THE PLANS. IF A CONFLICT IS IDENTIFIED,

EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED

THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL

REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE

LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO

OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY

FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT

COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE

PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY

AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION

TELECON

(906) 239-0934

COURTNEY FILIZETTI

SALT LAKE CITY, UT 84116

5225 WILEY POST WAY #250

OPERATOR

LEAD WATER

(801) 557-4709

JAYDEE WATT

(801) 381-6524

BILL DAVIS

BOUNTIFUL CITY

(801) 510-0166

REED BANGETER

STREET DEPARTMENT

CENTURYLINK

(801) 685-2105

MATT IVESTER

FIBER

GENERAL MANAGER

WATER DISTRICT

SOUTH DAVIS

(801) 295-4468

JAKE FERGUSON

BOUNTIFUL, UT 84010

407 W 3100 S

SEWER DISTRICT

SOUTH DAVIS

(801) 295-3469

MARTY MARSING

WEST BOUNTIFUL, UT 84087

1800 W 1200 N

ROCKY MOUNTAIN POWER

(801) 220-7297

IAN BAKER

SALT LAKE CITY, UT 84116

1407 W NORTH TEMPLE ST

DOMINION ENERGY

(801) 324 3640

JASON MCGEE

(800) 323-5517

SALT LAKE CITY, UT 84145-0360

1140 W 200 S

UTOPIA FIBER

(801) 901-8634

WU XIAOTONG

MURRAY, UT 84121

5858 SOUTH 900 EAST

OBTAIN BOUNTIFUL CITY EXCAVATION PERMIT5.

BOUNTIFUL CITY ROADWAY STANDARDS4.

APWA STANDARDS & SPECIFICATIONS LATEST EDITION3.

UTAH DIVISION OF WATER QUALITY (DWQ) UAC R317-22.

SOUTH DAVIS WATER DISTRICT STANDARDS & SPECIFICATIONS LATEST EDITION1.

ALL APPLICABLE RULES AND NOTICES AS MAY BE AMENDED.

41 USC 8301 REQUIREMENTS. COMPLY WITH THE REQUIREMENTS OF BABA AND

PROJECT MATERIAL IS SUBJECT TO BUILD AMERICA, BUY AMERICA (BABA) ACT,6.

CHECK SOUTH DAVIS WATER DISTRICT WEBSITE FOR MOST CURRENT DISTRICT STANDARDS.8.

8-MIL POLYETHYLENE SHEET AND TAPE.

MECHANICAL BENDS: APPLY POLY-FM GREASE TO ALL BURIED METAL SURFACES. WRAP WITH7.

HDPE AS PER DISTRICT.

CULINARY WATER MAIN LINE SHALL BE PVC AND CULINARY WATER SERVICE LINES SHALL BE6.

MECHANICAL JOINT CONNECTIONS SHALL INCLUDED "GRIP RINGS." DO NOT USE MEGALUGS.5.

DISPOSED OF ACCORDING TO GOVERNING REGULATIONS.

ALL REMOVED EXISTING WATER UTILITIES SHALL EITHER BE SALVAGED OR PROPERLY4.

PURPOSES. THE WIRE SHALL BE BROUGHT UP AT EACH VALVE BOX, HYDRANT, AND METER.

12 GAUGE COPPER LOCATE WIRE SHALL BE TAPED TO ALL WATER LINES FOR LOCATION3.

BACK FLOW REQUIREMENTS OF THE JURISDICTIONAL ENTITY.

ALL BACK FLOW ASSEMBLY INSTALLATION AND TESTING SHALL COMPLY WITH THE2.

VALVE LIDS, ETC. TO ROADWAY OR PROJECT FINISHED GRADE AS MAY BE APPLICABLE.

RAISE ALL UTILITIES, SUCH AS MANHOLES, METER SETTERS, FIRE HYDRANTS, WATER1.

GENERAL UTILITY CONTACTS

UTILITY NOTES

NATURAL GAS INTERNET WATER WATER SEWER

ROADWAYINTERNETCOMMUNICATIONCOMMUNICATIONPOWER

PROJECT SPECIFICATIONS & STANDARDS

VAL VERDE PFAS MITIGATION PROJECT

CULINARY WATERLINE

DESCRIPTIONBYDATEREVISION

DESIGN

DRAWN

CHECKED

DATE

BWN

PSB

PSB

CIVIL - STRUCTURAL - LAND SURVEY

4141 WEST 2100 SOUTH, SUITE 100

WEST VALLEY, UTAH 84120

TEL: (801) 263-1752

ESI ENGINEERING

10/01/2025

25-116

SHEET

TYP.

PROJ.

NO.

1-B

WELDED WIRE FABRICWWF

TELEPHONE MANHOLE

MHWTR WATER MANHOLE

NBL NORTHBOUND LANE

GR GUARD RAIL

PP POWER POLE

RAMP FREEWAY ON/OFF RAMP

RCP REINFORCED CONCRETE PIPE

RMP ROCKY MOUNTAIN POWER

RWM

RW RETAINING WALL

RIGHT OF WAY MARKER

SY SOLID YELLOW STRIPE

TFS TOP FRONT OF SIDEWALK

TL TRAVEL LANE

TOB TOP OF BANK

TOR TOP OF RAIL

TYP (TYPICAL) REPRESENTATIVE OF ALL SIMILARLY NOTED ITEMS

WALK SIDEWALK

WG WALK & GUTTER (CONCRETE POURED AS ONE UNIT)

WATER

ELECTRICITY, ELECTRICAL

SOLID WHITE STRIPE

EXISTING/PROPOSED

STANDARD SYMBOLS

FIRE HYDRANT

WATER METER

IRRIGATION VALVE

CATCH BASIN

SANITARY SEWER MANHOLE

MAILBOX

CULINARY WATER VALVE

ELECTRICAL POLE

SURVEY MONUMENT

STORM DRAIN MANHOLE

TELECOMM. JUNCTION BOX

MSS

GAS

WATER

IR

LIP OF GUTTER

NOTE NOTE TO FOLLOW (ATTRIBUTE)

POINT OF COMPOUND CURVATURE

CONTROL CODE: STARTS A TANGENTIAL CURVE

POINT OF INTERSECTION

CONTROL CODE: ENDS A TANGENTIAL CURVE

TOP BACK OF WATER WAY

BOTTOM OF WALLBOW

TBC TOP BACK OF CURB

TOP BACK OF SIDEWALK

BREAKLINE

UTILITY POLE

WATER VALVE

CO CLEANOUT

INV. INVERT

SF SQUARE FEET

BH BORE HOLE

BOB BOTTOM OF BANK

BOX CULVERTBOXCULV

BS BLUE STAKE

BW BROKEN WHITE STRIPE

CPP CORRUGATED PLASTIC PIPE

DRIVE DRIVEWAY

ELECTRICAL BOX

ECB

EBL

EB

EAST BOUND LANE

ELECTRIC CONTROL BOX

EOB EDGE OF BRUSH

DW

DY

DOUBLE WHITE STRIP

DOUBLE YELLOW STRIPE

EOGR EDGE OF GRAVEL

IRRBOX IRRIGATION (SPRINKLER) BOX

IRRVLV IRRIGATION VALVE

MHSD

MHGAS NATURAL GAS MANHOLE

STORM DRAIN MANHOLE

MHSS SANITARY SEWER MANHOLE

MHTELE

GAS, NATURAL GAS

CG

FENCE

CURB WALL

COMBO COMBINATION (BOX)

COB CLEANOUT BOX

BUILDING POINT

DA DRIVE APPROACH

EDGE OF CONCRETE

EDGE OF GRASS

EDGE OF LANE

EOW EDGE OF WALK

FT FEET

EPP

IRRIGATION JUNCTION BOX/ METER BOX

MSD

GUY WIRE

GAS METER

ELECTRICAL BOX

CONCRETE

90° BEND

TEE

45° BEND

° BEND2

° BEND4

THRUST BLOCK

TV/PHONE PEDESTAL

GAS VALVE

LIGHT POLE

WOOD FENCE

EXISTING PROPOSED

COMMUNICATIONS BELOW

COMMUNICATIONS OVERHEAD

PROPERTY LINE

ROW

TOWNSHIP LINE

SECTION LINE

QUARTER CORNER

SECTION LINE

BOUNDARY LINE

UTILITY EASEMENT

EXISTING/PROPOSED

SURFACE FEATURES

EXISTING/PROPOSED

CHAINLINK/WIRE FENCE

INTERMEDIATE CONTOUR

MAJOR CONTOUR

UTILITIES

SANITARY SEWER

CULINARY WATER

STORM DRAIN

IRRIGATION WATER

GAS

ELECTRICAL BELOW

ELECTRICAL OVERHEAD

INTERNET

BREAKLINE

CURB & GUTTER

TOP OF DITCH

FLOW LINE

ABBREVIATIONS

BM BENCHMARK

CURB AND GUTTER

CB CATCH BASIN

CL CENTERLINE

EOC

EOG

EOL

EX EXISTING

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOWLINE

GB GRADE BREAK

GV GAS VALVE

H2O

IRRIGATION

L LENGTH

LIP

LP LIGHT POLE

MH MANHOLE

CMP CORRUGATED METAL PIPE

CONC CONCRETE

CW

DIA DIAMETER

EG EXISTING GRADE

E

DEGREES

FNC

MON MONUMENT

PL PROPERTY LINE

PROP PROPERTY

R RADIUS

SD STORM DRAIN

SEC SECTION

SS SANITARY SEWER

SW

TBS

TBW

TOA TOP OF ASPHALT

TOC TOP OF CONCRETE

TOW TOP OF WALL

W

' MINUTES, FEET

" SECONDS, INCHES

UTIL UTILITY

STD STANDARD

SPEC SPECIFICATION

SPECS SPECIFICATIONS

WM WATER METER

ADA AMERICAN DISABILITIES ACT

EOA EDGE OF ASPHALT

ARCH ARCHITECT, ARCHITECTURAL

HDPE HIGH-DENSITY POLYETHYLENE PIPE

TELE TELEPHONE

TOE

WV

RC REBAR & CAP

UP

BLDG

ELEC ELECTRICAL

ROW RIGHT OF WAY

PT

PC

PI

NG NATURAL GROUND

PCC

LF LINEAR FEET

POC POINT OF CONNECTION

CHANNEL SIDE SLOPE

PAVEMENT PATTERNS

PROPOSED ASPHALT PAVEMENT

PROPOSED CURB & GUTTER

PROPOSED SIDEWALK PAVEMENT / DRIVE APPROACH

PROPOSED PEDESTRIAN RAMP

FULL DEPTH MILL

LEGEND & ABBREVIATIONS

1-B

N

CROSS REFERENCE

SCALE 1:140

0 70 210

100 EAST

50 EAST

S

O U

T H

M E D F O

R D D

R

IV

E

O A

K R

ID

G E D

R

IV

E

75 EAST

L E X

IN

G

TO

N D

R

IV

E

OAKRIDGE CIRCLE

CR-01

E

A S

T B

O N

N E

V

IL

L E

D R

IV

E

100 E A S T

E A S T B

O N

N E V

IL

L E D

R

IV

E

UT-01

UT-02

10/01/2025

SHEET

NO.SOUTH DAVIS WATER DISTRICT

VAL VERDE PFAS MITIGATION PROJECT

CULINARY WATERLINE

DESCRIPTIONBYDATEREVISION

DESIGN

DRAWN

CHECKED

DATE

BWN

PSB

PSB

CIVIL - STRUCTURAL - LAND SURVEY

4141 WEST 2100 SOUTH, SUITE 100

WEST VALLEY, UTAH 84120

TEL: (801) 263-1752

ESI ENGINEERING

10/01/2025

25-116

SHEET

TYP.

PROJ.

NO.

8+

0+

1+

2+

VAL VERDE PFAS MITIGATION PROJECT

CULINARY WATERLINE

DESCRIPTIONBYDATEREVISION

DESIGN

DRAWN

CHECKED

DATE

BWN

PSB

PSB

CIVIL - STRUCTURAL - LAND SURVEY

4141 WEST 2100 SOUTH, SUITE 100

WEST VALLEY, UTAH 84120

TEL: (801) 263-1752

ESI ENGINEERING

10/01/2025

25-116

SHEET

TYP.

PROJ.

NO.

100+00

101+00

102+00

M S S

M S S

M S S

CULINARY WATERLINE UT-01

20 60

SCALE 1:40

0 40

N

S E

E U

T -0

M

A T

C H

L

IN

E

.0

3531 S 100 E

MCEWAN, MITCHELL

3517 S 100 E

JORDAN, MICHAEL

3503 S 100 E

BENARD, ADAM

3483 S 100 E

BIEHN, TED

3463 S 100 E

FULKERSON, TRENT

3474 S 100 E

TANNER, PAUL

3498 S 100 E

SILVERBACK PROPERTIES LLC

3512 S 100 E

SEIDL, DUSTIN

BOULTON, DOROTHY

88 E BONNEVILLE DR

HAYS, KYLE

SEE DT-01 FOR TYPICAL TRENCH SECTION2.

DISTRICT AND ENGINEER

VERIFY WATERLINE ALIGNMENT WITH1.

NOTES:

10/01/2025

(SEE DT-02 FOR SAMPLE STATION DETAIL)

AND WATER SAMPLE STATION

CORP STOP, 3/4" WATER VALVE

INSTALL HOT TAP 10"X3/4" SADDLE W/

BEGIN PROJECT

EX. WATERLINE

GATE VALVE AND TIE INTO

TEE W/ THRUST BLOCK, 6"

INSTALL HOT TAP 10"X10"X6"

W/ THRUST BLOCK

INSTALL 6" 22.5° BEND

W/ THRUST BLOCK

INSTALL 6" 22.5° BEND

CULINARY WATERLINE

INSTALL 6" PVC C900

100 EAST

E A S

T B

O N

N E

V

IL

L E D

R

IV

E

M S S

M S S

M E

M S

D

M S S

M S S

M S

D

M S

D

NO.

SHEET

CULINARY WATERLINE

VAL VERDE PFAS MITIGATION PROJECT

SOUTH DAVIS WATER DISTRICT

DESCRIPTIONBYDATEREVISION

DESIGN

DRAWN

CHECKED

DATE

BWN

PSB

PSB

TEL: (801) 263-1752

WEST VALLEY, UTAH 84120

4141 WEST 2100 SOUTH, SUITE 100

CIVIL - STRUCTURAL - LAND SURVEY

ESI ENGINEERING

10/01/2025

25-116

TYP.

SHEET

NO.

PROJ.

S E

E U

T -0

M

A T

C H

L

IN

E

.0

CULINARY WATERLINE UT-02

20 60

SCALE 1:40

0 40

SEE DT-01 FOR TYPICAL TRENCH SECTION2.

DISTRICT AND ENGINEER

VERIFY WATERLINE ALIGNMENT WITH1.

NOTES:

N

EX. WATERLINE.

GATE VALVE AND TIE INTO

TEE W/ THRUST BLOCK, 6"

INSTALL HOT TAP 10"X10"X6"

3350 S 100 E

OF THE CHURCH OF JESUS CHRIST OF LDS

CORP OF THE PRESIDING BISHOP

3307 S 100 E

STEREN, JAIME

3315 S 100 E

HENDRICKSON, ALEX

3331 S 100 E

TRONIER, STEPHEN

3385 S 100 E

SMITH, JESSE3413 S 100 E

WRIGHT, HRIPSIME3441 S 100 E

GASSER, CRAIG

3457 S 100 E

MERCER, LONNIE

3300 S 99 E

FERRARO, JAMES

3224 S 200 E

PROPERTERIES LLC

FBINO

10/01/2025

E A

S T B

O N

N E

V

IL

L E D

R

IV

E

100 EAST

CULINARY WATERLINE

INSTALL 6" PVC C900

S

O U T H

W/ THRUST BLOCK

INSTALL 6" 22.5° BEND

W/ THRUST BLOCK

INSTALL 6" 22.5° BEND

W/ THRUST BLOCK

INSTALL 6" 11.25° BEND

3' TYP.

NO.SOUTH DAVIS WATER DISTRICT

VAL VERDE PFAS MITIGATION PROJECT

CULINARY WATERLINE

DESCRIPTIONBYDATEREVISION

DESIGN

DRAWN

CHECKED

DATE

BWN

PSB

PSB

CIVIL - STRUCTURAL - LAND SURVEY

4141 WEST 2100 SOUTH, SUITE 100

WEST VALLEY, UTAH 84120

TEL: (801) 263-1752

ESI ENGINEERING

10/01/2025

25-116

SHEET

TYP.

PROJ.

NO.

8"

12"

M

IN

4' TYP.

MODIFIED PROCTOR

COMPACTED TO 95%

BASE COURSE

IMPORT UNTREATED

95% MODIFIED PROCTOR

ENGINEER, COMPACT TO

GRANULAR FILL AS PER

BORROW OR NATIVE

IMPORT GRANULAR

MODIFIED PROCTOR

COMPACTED TO 95%

IMPORT UTBC GRADE 1

TRACER WIRE

CLASS 150 (DR18)

WATER MAIN, PVC C900

TRENCH SECTION

TYPICAL CULINARY WATER LINE

CONCRETE COLLAR

TYPICAL VALVE BOX &

IN VALVE BOX LID

LEAVE 6" PIGTAIL

TRACER WIRE

ASSEMBLY

VALVE BOX

COLLAR

CONCRETE

BELOW FINISH GRADE

" MAX2

" MIN. TO 4

PLACE

AREA (SF)

BEARING

CROSS

END

TEE

TEE

END

BENDS

END

MINIMUM BEARING AREA (SQ. FT)

END

VALVE,

TEE,

PIPE

SIZE OF

90 BEND 45 BEND 22 BEND 11 BEND

10"

4 3 2

6 2

10 14 4.25 2.5

6"

DIRECT BEARING THRUST BLOCK

MATCH EXISTING DEPTH

SAWCUT AND PATCH ASPHALT

C CULINARY TRENCH SECTION & VALVE BOX COLLAR

SEE PLANNTS

SPACE NOT USED

NTS

N/A

B

NTS SEE PLAN

CONCRETE THRUST BLOCKWATER SAMPLE STATION

SEE PLANNTS

A

1' TYP.

MINIMIZE ASPHALT PATCH AREA.

NOTE: VERIFY ALIGNMENT OF WATERLINE WITH DISTRICT.

Existing Curb and Gutter

LC

" VALVE & VALVE BOX4

OR EQUIVALENT

SHALL BE KUPFERLE, ECLIPSE #88WC-SS

BLOW OFF & SAMPLING POINT

4'X2' CONCRETE PAD

4' SIDEWALK

COUPLING

" STAINLESS STEEL2

" STAINLESS STEEL NIPPLE2

" REDUCER2

"X4

90° BEND &

" LATERAL4

CORP. STOP

BRASS SADLE

TRACER WIRE

DETAILS DT-01