3-Approved Plans - 400 N Main St to 200 W Waterline Replacement 2026 7-14-2025.pdf

PDF 14 MB Posted Jan 22, 2026

Attached to: 400 N Main St to 200 W Waterline Replacement
Solicitation number: 2601-006
Issued by: Utah

About this file

Written by GovTribe AI · Jan 27, 2026

This document is an approved design plan for a water infrastructure project undertaken by the City of Spanish Fork, Utah, prepared by the civil engineering firm Keller Associates, Inc. The project involves the replacement of a waterline extending from 400 North Main Street to 200 West in Spanish Fork, with design completion dated July 2025. The approved plans were accepted by UDOT Region 3 and expire July 14, 2026. The project encompasses multiple design sheets detailing waterline specifications, including various pipe materials and sizes (ranging from 2 inches to 12 inches), water service connections, and temporary traffic control measures necessary for construction execution.

The design plans were prepared by Michael H. Clark, a registered professional engineer in the State of Utah (License No. 9809375-2202), with Keller Associates, Inc. located at 1 East Center Street, Suite 200, Provo, Utah 84606. The City of Spanish Fork's primary contact is Josh Robinson at 40 South Main Street, Spanish Fork, Utah 84660. The comprehensive plan set includes a cover sheet, symbols and line legend, overall and sheet maps, detailed waterline sections from station 10+00 to the end of the project, notes and details, and temporary traffic control specifications. This document represents the approved engineering design ready for bidding and construction phases of the waterline replacement project.

View the file

Other files

File	Type	Posted
2-Approved Bid Schedule - 400 N Main St to 200 W Waterline Replacement.pdf	PDF	Jan 22, 2026
1-Approved - Bidpack - 400 N Main St to 200 W Waterline Replacement - 1-21-26.pdf	PDF	Jan 22, 2026
4-Approved General Conditions.pdf	PDF	Jan 22, 2026
6-Approved Public Notice - 400 N Main St to 200 W Waterline Replacement - 1-21-26.pdf	PDF	Jan 22, 2026
5-Approved Special Provisions - 400 N Main St to 200 Water Replacement.pdf	PDF	Jan 22, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROVO

SALT LAKE

CITY

ST. GEORGE

LOGAN

15 89

SPANISH FORK

C O

S H

C-001J:

H F

O R

N O

O R

T\ W

N M

S T

\C _D

\D _P

S- 1\

C -0

S H

D W

: 7 /2

D : 7

/2 /2

A M

N.T.S.

LOCATION MAPA1 N.T.S.

VICINITY MAPA2

JULY 2025

PROJECT

LOCATION

City of

SPANISH FORK, UTAH

400 NORTH

WATER LINE IMPROVEMENTS

CIVIL ENGINEER

KELLER ASSOCIATES, INC.

1 EAST CENTER ST. SUITE 200

PROVO, UT 84606

CONTACT: MICHAEL CLARK

PHONE: (385) 531-8231

OWNER

CITY OF SPANISH FORK

40 SOUTH MAIN STREET

SPANISH FORK, UT 84660

CONTACT: JOSH ROBINSON

PHONE: (801) 804-4576

Know what's below.

before you dig.Call

800.342.1585

PROJECT

LOCATION

Ea st C en te r S t., S ui te

Pr ov o, U ta h

-8

PROJECT NO.

SHEET NO.

223030-008

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

O R

N O

S D

Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of

K el le r A ss oc ia te s, In c.

G I

PROFESSIONAL ENGINEER

STAT E OF UTAH

MICHAEL H. CLARK

NO. 9809375-2202

MHCJLP

N M

S T

W 500 N

W 600 N

W 700 N

W 800 N

W 400 N

SHEET LIST TABLE

page# Sheet Number Sheet Title

1 C-001 COVER SHEET

2 C-002 SYMBOLS & LINE LEGEND

3 C-400 OVERALL & SHEET MAP

4 C-401 400 N WATERLINE STA 10+00 TO 14+80

5 C-402 400 N WATERLINE STA 14+80 TO END

6 C-500 NOTES & DETAILS

7 C-600 TEMPORARY TRAFFIC CONTROL

UDOT R

eg ion

Acc ep ted

Exp ire s 7 /14

/26

PP OHP OHP

GI GI GI

TP-31

12''SS> 12''SS>

8''PI 8''PI 8''PI

8''W 8''W

10''SD> 10''SD>

1.50%

.73

CP #203

8''W45°

8''W 8''W

2''PI

8''PI

8''SS<8''SS<

18''SD< 15''SD<

12''SD<12''SD<

8''W 8''W

8'' FIRE 8'' FIRE

4''SS<

O O

PS PS PS

R/W R/W

NG NG NG

UGP UGP

FO FO FO

T T T

CABLE CABLE

EG EG 8''PS< 8''PS<

C T

JT DEVICE JT

UGP UGP

OHP OHPPP

T T

FO FO

T/D T/D

CABLE

<4''SS <4''SS 4''SS< 4''SS<

8''GI< 8''GI<

ROW ROW

P/L P/L

7 8

5 6

NG NG

PROPERTY & CONTROL

SURVEY CONTROL POINT

SECTION LINES

PRESCRIPTIVE RIGHT OF WAY

PROJECT BOUNDARY

PROPERTY LINES

EASEMENT - UTILITY

EASEMENT - TEMPORARY

EASEMENT - SETBACK

EXISTING TOPOGRAPHY

TOPOGRAPHIC CONTOUR

EDGE OF PAVEMENT

CURB & GUTTER, SIDEWALK & DROP INLET

FENCE (BARBED WIRE OR OTHER WITH GATES)

TEST PIT

EDGE OF GRAVEL

DEDICATED RIGHT OF WAY

DITCH FLOWLINE

FENCE (CHAINLINK WITH GATE)

SIGN

WITNESS CORNER

CALCULATED POINT

SET 1/2" STEEL PIN W/CAP

SET 5/8" STEEL PIN W/CAP

CABLE LINE & RISER

FOUND 5/8" STEEL PIN

FOUND ALUMINUM CAP

FOUND BRASS CAP

FOUND 1/2" STEEL PIN

DATA OF RECORD

BENCHMARK

QUARTER SECTION - NOT FOUND

CENTER SECTION

SECTION CORNER - FOUND

EXISTING UTILITY

WATERLINE & VALVE

SANITARY SEWER LINE & MANHOLE

STORM DRAIN LINE & MANHOLE

PRESSURE IRRIGATION & VALVE

GRAVITY IRRIGATION & MANHOLE

OVERHEAD POWER LINE & POWER POLE

SIGNAL POLE

LIGHT POLE

PROPOSED SITE

6" VERTICAL CURB, GUTTER, SIDEWALK & INLET

6" REVERSE CURB & GUTTER

PROPOSED GRADING

TOPOGRAPHIC CONTOUR

RIDGELINE

DRAINAGE ARROW & SLOPE

SPOT ELEVATION

FENCE (BARBED WIRE OR OTHER WITH GATES)

FENCE (CHAINLINK WITH GATE)

UNDERGROUND POWER LINE

NATURAL GAS LINE

FIBER OPTIC LINE

TELEPHONE LINE & RISER

EDGE OF GRAVELPRESSURE SEWER LINE & VALVE VAULT

SANITARY SEWER SERVICE & CLEANOUT

SWALE FLOWLINE

SIGN

CABLE & TELEPHONE RISERS

PROPOSED UTILITY

FLANGED MECHANICAL JOINT

FITTING TYPES

BEND

REDUCING TEE

GATE VALVE

FIRE HYDRANT

BLOW-OFF VALVE

PRESSURE IRRIGATION, TEE & GATE VALVE

WATERLINE

PRESSURE IRRIGATION SERVICE

SANITARY SEWER & MANHOLE

STORM DRAIN LINE, INLET & CATCH BASIN

STORM DRAIN LINE & MANHOLE W/ VENTED LID

SANITARY SEWER SERVICE & CAP

TEE

REDUCER

FLANGE TO MECHANICAL JOINT COUPLING

CROSS

CAP W/BLIND FLANGE

CHECK VALVE

BUTTERFLY VALVE

WATER SERVICE LINE & METER

FIRE LINE

MONITORING WELL

JOINT TRENCH & DEVICE

JOINT TRENCH IN PROFILE

PRESSURE SEWER & VALVE VAULT

SANITARY SEWER SERVICE & CLEANOUT

GRAVITY IRRIGATION & STRUCTURE

JUNCTION BOX & DUCT BANK

RESTRAINED FITTING

LOCATION WIRE BOX

NON-FREEZE YARD HYDRANT

PROPOSED UTILITY (CONT.)

CABLE & TV RISER

FIBER OPTIC LINE & VAULT

NATURAL GAS LINE & METER

NATURAL GAS LINE & RISER

NATURAL GAS LINE & VALVE

UNDERGROUND POWER

OVERHEAD POWER & POLE

LIGHT POLE

TELEPHONE LINE & RISER

TELEPHONE DATA LINE

PROPOSED SITE (CONT.)

6" VERTICAL CUT CURB & GUTTER

6" REVERSE CUT CURB & GUTTER

IMBEDDED CURB

BM-#1

BUILDING OR STRUCTURE

EP EP EDGE OF PAVEMENT

BM-1

EP EP

EG EG

SET PK NAIL

FOUND PK NAIL

l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l

DAYLIGHT - CUT LINE

DAYLIGHT - FILL LINE

GENERIC GATE SWING GATE

SLIDER GATE

GENERIC GATE SWING GATE

SLIDER GATE

oooo

PROPOSED DEMOLITION, ABANDONMENT, REMOVAL

REMOVE SURFACE FEATURE

CLEARING AND GRUBBING

DEMOLITION & REMOVAL

ABANDON IN PLACEA A A A A A A A A A A A A A A

C-002J:

H F

O R

N O

O R

T\ W

N M

S T

\C _D

\D _P

S- 1\

C -0

D .D

W G

: 4

/2 /2

: 7 /2

DETAIL & SECTION CALLOUT KEY

RE: A1/S-101-A

(REFERENCE)

RE: C1201

(SECTION OR DETAIL NO./SHEET NO.)

(SHEET NO.)

(SECTION OR DETAIL NO.)

0 1 2SCALE: 1"=1'

(SECTION OR DETAIL NO./GRID LOCATION)

(DETAIL TITLE)

N.T.S.

(DETAIL TITLE)

TYPICAL SECTION

PROJECT DETAIL

S2135

A1 C-204S-301-B

M303

(DISCIPLINE DETAIL NO. SEE

RESPECTIVE 500 SHEETS)

(DISCIPLINE DETAIL NO. SEE

RESPECTIVE 500 SHEETS)

(DISCIPLINE DETAIL NO. SEE

RESPECTIVE 500 SHEETS)

C CIVIL (C-500 SHEETS)

A ARCHITECTURAL (A-500 SHEETS)

S STRUCTURAL (S-500 SHEETS

U PLUMBING (MP-500 SHEETS)

H HVAC (MH-500 SHEETS)

M MECHANICAL (M-500 SHEETS)

E ELECTRICAL (E-500 SHEETS)

EI INSTRUMENTATION (EI-500 SHEETS)

DISCIPLINE DETAIL DESIGNATORS

Ea st C en te r S t., S ui te

Pr ov o, U ta h

) 5

-8

PROJECT NO.

SHEET NO.

223030-008

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

O R

N O

S D

Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of

K el le r A ss oc ia te s, In c.

G I

PROFESSIONAL ENGINEER

STAT E OF UTAH

MICHAEL H. CLARK

NO. 9809375-2202

MHCJLP

UDOT R

eg ion

Acc s 7

EPEP

PPPP

PPPPPP

PPPP

WMWM

WM PP

WM WM

N G 6'

12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI

6''W 6''W 6''W 6''W 6''W 6''W

''W

8''SS> <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS

<1 2'

'S S

<1 2'

'S S

12''PI

6' 'P

I 8'

'P I

8' 'P

6' 'S

6' 'W

6''W

4' 'W

12''PI 12''PI 12''PI 12''PI

6''W 6''W 6''W 6''W 6''W 6''W 6''W

6' 'P

I 6'

'P I

A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A

A A8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W

NG NG NG NG NG NG NG NG NG NG NG NG NG

N G

A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A

A A8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W

10+00 12+00 14+00 16+00 18+00 18+91

CP - #202

Control Point Table

Point #

Northing

7210819.29

7211097.88

7211108.99

7210621.37

7211635.22

Easting

1598728.91

1600030.39

1601169.91

1596893.89

1595741.82

Elevation

4593.26

4602.22

4618.45

4574.72

4567.01

Raw Description

CP-100 CHURCH BASE

CP-200 AERIAL TARGET

CP-201 PK/NAIL

CP-202 PK/NAIL

CP-203 PK/NAIL

T M

C-400J:

H F

O R

N O

O R

T\ W

N M

S T

\C _D

\D _P

S- 1\

C -4

T M

W G

: 6

/1 1/

: 7 /2

0 60 120

Ea st C en te r S t., S ui te

Pr ov o, U ta h

) 5

-8

PROJECT NO.

SHEET NO.

223030-008

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

O R

N O

S D

Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of

K el le r A ss oc ia te s, In c.

G I

PROFESSIONAL ENGINEER

STAT E OF UTAH

MICHAEL H. CLARK

NO. 9809375-2202

MHCJLP

C-201

INDICATES LOWER RIGHT

HAND CORNER OF THE SHEET

PLAN WINDOW ON PLAN

OR PLAN & PROFILE SHEET

C-404 C-405

N M

S T

W 500 N

- Not Shown*

W 400 N

W 300 N

GENERAL SHEET NOTES

1. ALL CONSTRUCTION WITHIN THE UDOT

RIGHT-OF-WAY SHALL CONFORM TO THE MOST

CURRENT UDOT STANDARD (INCLUDING

SUPPLEMENTAL) DRAWINGS AND

SPECIFICATIONS

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 AND 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)

UDOT R

eg ion

Acc s 7

EPEPEP

EP EPEP

EP EP EP EP EP

EP EP EPEP EP EP EPEP EP EPEP EP EP EP

NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG

N G

NG NG

4' 'W

W W

W W6''W 6''W

4''W

8''SS> <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS

<1 2'

'S S

<1 2'

'S S

<1 2'

'S S

<1 2'

'S S

<1 2'

'S S

<1 2'

'S S

8''W 8''W

12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI

6' 'W

6''W

6' 'W

4' 'W

<1 2'

'S D

<1 2'

'S D

<1 2'

'S D

<1 2'

'S D

<12''SD

W W

6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W

W W

6' 'P

I 6'

'P I

6' 'P

I 6'

'P I

6' 'P

I 6'

'P I

6' 'P

I 6'

'P I

A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A

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

6' 'W

WMWM

10+00 11+00 12+00

NG NG NG NG NG NG

A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A

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

6' 'W

WMWM

10+00 11+00 12+00

11'± LF

EPEPEPEPEP

EP EP EP EP EPEP EPEP EPEP EP EP

W W

6' 'W

W W

12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI

6''W

<8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <6''SS <6''SS <6''SS <6''SS <6''SS

6' 'P

I 6'

'P I

6' 'P

I 6'

'P I

6' 'P

I 8'

'P I

8' 'P

I 8'

'P I

8' 'P

I 8'

'P I

6' 'S

S> 6'

'S S>

6' 'S

6' 'W

<12''SD <12''SD <12''SD

''S

<1 5'

'S D

<1 5'

'S D

<1 5'

'S D

15''SD> 15''SD> 15''SD>

6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W

WWM

A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A

A A

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

8' 'W

13+00 14+00

NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG

A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A

A A

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

8' 'W

13+00 14+00

01 PLACE PIPE - 1" SERVICE. EXISTING SERVICE LINE

TO BE DEMOED OR ABANDONED AS NEEDED.

CAP ANY NECESSARY EXISTING PIPES. ANY

EXCAVATION TO BE BACKFILLED & REPAIRED PER

UDOT STANDARDS

02 PLACE PIPE - 6" PVC, C-900 SDR-18 (SEE APWA

PLAN 381 & 382); LONGINTUDINAL & HORIZONTAL

PIPE BACKFILL TO MEET UDOT STANDARDS;

MINIMUM BURY DEPTH OF 4 FEET TO TOP OF PIPE

- LOOP AS NEEDED TO MAINTAIN MINIMUM 4 FOOT

COVER DEPTH

03 PLACE PIPE - 8" PVC, C-900 SDR-18 (SEE APWA

PLAN 381 & 382); LONGINTUDINAL & HORIZONTAL

PIPE BACKFILL TO MEET UDOT STANDARDS;

MINIMUM BURY DEPTH OF 4 FEET TO TOP OF PIPE

- LOOP AS NEEDED TO MAINTAIN MINIMUM 4 FOOT

COVER DEPTH

04 CONNECT TO EXISTING WATER LINE, FITTINGS AS

REQUIRED

05 RETAIN & PROTECT EXISTING UTILITES

06 REMOVE EXISTING VALVE ASSEMBLY, DISPOSE

OF CAN & VALVE; BACKFILL WITH UDOT

SPECIFICATION FLOWABLE FILL & A UDOT

T-PATCH REPAIR

07 INSTALL FITTING - 8" COUPLER

08 INSTALL FITTING - 6" CAP

09 INSTALL VALVE - 8" GATE; INSTALL CONCRETE

COLLAR PER UDOT STANDARDS & SPANISH FORK

CITY STD W-209

10 INSTALL FITTING - 8"x8" CROSS 13 INSTALL FITTING - 8"x6" REDUCING TEE

14 INSTALL VALVE - 6" GATE; INSTALL CONCRETE

COLLAR PER UDOT STANDARDS & SPANISH FORK

CITY STD W-209

15 POTABLE/NON-POTABLE CROSSING; RE: STATE

STANDARD R309-550-7

16 INSTALL FITTING - 8" 45° BEND

18 ABANDON EXISTING WATER LINE IN PLACE.

REMOVE & DISPOSE IF REQUIRED FOR

CONSTRUCTION & BACKFILL PER UDOT

STANDARDS

19 ABANDON VALVE IN PLACE, OPEN VALVE,

REMOVE RISER, BACKFILL WITH UDOT

SPECIFICATION FLOWABLE FILL AND A UDOT

T-PATCH REPAIR

20 SURFACE REPAIR, TRENCHING, BACKFILL &

T-PATCH REPAIRS TO FOLLOW UDOT & SPANISH

FORK CONSTRUCTION STANDARDS, WHICHEVER

IS MORE RESTRICTIVE

22 INSTALL FITTING - 8"x6" REDUCER

23 EXISTING FIRE HYDRANT ASSEMBLY. REMOVE &

DISPOSE

24 INSTALL NEW FIRE HYDRANT ASSEMBLY; RE:

STANDARD DRAWING W-120

N W

C-401J:

H F

O R

N O

O R

T\ W

N M

S T

\C _D

\D _P

S- 1\

W G

: 7

/1 /2

: 7 /2

GENERAL SHEET NOTES

SHEET KEYNOTES

1. EXISTING UTILITIES ARE SHOWN IN AN

APPROXIMATE LOCATION, CONTRACTOR TO

PROTECT & VERIFY EXISTING UNDERGROUND

UTILITIES PRIOR TO CONSTRUCTION.

2. ALL IMPROVEMENTS SHALL BE CONSTRUCTED

PER LATEST EDITION OF THE PLANS,

STANDARDS AND SPECIFICATIONS OF SPANISH

FORK CITY, UDOT, AND APWA, WITH DETAILS

AS NOTED BELOW.

3. COORDINATE NEW WATER MAIN AND

SERVICES, AND SERVICE ABANDONMENT AND

REMOVAL, TO MINIMIZE SERVICE OUTAGES,

WITH A MAXIMUM OUTAGE OF 4-HOURS. ALL

OUTAGES ARE TO BE COORDINATED WITH

SPANISH FORK CITY. 48-HOUR CITY AND

RESIDENT NOTICE IS REQUIRED PRIOR TO

SERVICE OUTAGE.

4. UDOT ROADWAY CROSS SECTION FOR 400

NORTH SHOWN; RE: A1/C-500

5. FURNISH MATERIALS WHERE "INSTALL",

"PLACE" OR "CONSTRUCT" IS REQUIRED

UNLESS NOTED OTHERWISE.

6. AREAS DISTURBED BY CONSTRUCTION WHERE

SURFACE REPAIR IS NOT INDICATED SHALL BE

RESTORED TO CONDITIONS FOUND PRIOR TO

CONSTRUCTION. THIS COST SHALL BE

INCIDENTAL TO THE CONTRACT.

7. NEW WATERLINE SHALL MAINTAIN 10'

HORIZONTAL SEPARATION FROM ALL EXISTING

SEWER MAINS.

8. CONTRACTOR SHALL FIELD VERIFY LOCATION

AND ELEVATION OF ALL EXISTING UTILITIES.

9. IF IN DRIVEWAY, INSTALL WATER SERVICE

WITH VAULT & DRIVABLE D&L A-1180-71l LID.

SEE STANDARD W-214 FOR VAULT DETAILS.

REPLACE ASPHALT AND CONCRETE AS

NEEDED.

10. NEW SERVICE LINES SHALL BE BORED,

JACKED, PULLED OR BY USE A MISSILE. OPEN

TRENCH FOR SERVICE LINES WILL ONLY BE

ALLOWED IF OTHER MEANS FAIL AND AS

APPROVED BY THE CITY.

11. WHEN WORKING AROUND OVERHEAD

ELECTRICAL LINES. CONTRACTOR WILL NEED

TO MAINTAIN A 15 FOOT CLEARANCE. IF THE

CLEARANCE CAN NOT BE MAINTAINED THEY

WILL NEED TO CONTACT THE POWER

DEPARTMENT FOR SAFETY GUIDELINES.

12. ALL METERS AND RADIOS ARE TO BE REUSED

OR RETURNED TO THE WATER DIV, JED

OTTESEN. CONTRACTOR NEEDS TO WORK

WITH JED OTTESEN ON THESE

REPLACEMENTS. THE RADIOS CAN NOT BE

DISPOSED OF.

13. IF IN CONCRETE PLANTER, INSTALL WATER

SERVICE IN CONCRETE WITH D&L B-5021-UNVI

LID OR APPROVED EQUIVALENT. IF CONCRETE

GRADE RING IS USED, D&L B-5018-UNVI OR

APPROVED EQUIVALENT.

14. REPAIR / REPLACE ALL PAVEMENT MARKINGS

DISTURBED DURING CONSTRUCTION TO

EQUAL OR BETTER CONDITION. PAVEMENT

MARKINGS TO BE RE-GROOVED.

Ea st C en te r S t., S ui te

Pr ov o, U ta h

) 5

-8

PROJECT NO.

SHEET NO.

223030-008

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

O R

N O

S D

Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of

K el le r A ss oc ia te s, In c.

G I

PROFESSIONAL ENGINEER

STAT E OF UTAH

MICHAEL H. CLARK

NO. 9809375-2202

R E:

C H

E C

-4

400 N20

400 N

R E:

C H

R E:

C H

0 10 20

(SEE NOTE 8)

13 14

(SEE NOTE 8)

0704 20

05 15

(SEE NOTE 8)

05 15

(SEE NOTE 8)

MHCJLP

412 178 158/148

191 159 157

131 391

EX. 8" PVC

EX. 6" CAST IRON

(4)

W-218 WITH A

D&L B-5021 UNI

W-218 WITH A D&L

B-5021 UNI

W-218 WITH A D&L

B-5021 UNI

(SEE NOTE 8)

05 05

05 15

(SEE NOTE 8)

W-215 WITH A

D&L A-1180-71i

W-218 WITH A

D&L B-5021 UNI

ABANDON

METER

(SEE NOTE 8)

W-218 WITH A

D&L B-5021 UNI

UDOT R

eg ion

Acc s 7

EP EPEP EPEP EP EP EPEP EP

EP EP EP EP

EP EP EP EPEP

EPEPEPEP

EP EP EP EP EP EP

EP EP EP EPEP EP EP EP EPEP

PPPP

WMWM

12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI

6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W

W W

<6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS

6' 'S

S> 6'

'S S>

12''PI 12''PI 12''PI 12''PI 12''PI

A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W

15+00 16+00 17+00

NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG

15+00 16+00 17+00407'± LF

EPEP EP EP EP EP EP

EP EP EPEP EP

EP EP EP EP EP EP EP EP

EP EP EP

EPEP

PPWM

6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W

''W

<6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS

12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI

W W

<1 5'

'S D

<1 5'

'S D

<1 5'

'S D

<1 5'

'S D

<1 5'

'S D

<1 5'

'S D

<1 5'

'S D

<1 5'

'S D

A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A

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

18+00

NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG

N G

W W

A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A

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

18+00 407'± LF

01 PLACE PIPE - 1" SERVICE. EXISTING SERVICE

LINE TO BE DEMOED OR ABANDONED AS

NEEDED. CAP ANY NECESSARY EXISTING

PIPES. ANY EXCAVATION TO BE BACKFILLED &

REPAIRED PER UDOT STANDARDS

03 PLACE PIPE - 8" PVC, C-900 SDR-18 (SEE APWA

PLAN 381 & 382); LONGINTUDINAL &

HORIZONTAL PIPE BACKFILL TO MEET UDOT

STANDARDS; MINIMUM BURY DEPTH OF 4 FEET

TO TOP OF PIPE - LOOP AS NEEDED TO

MAINTAIN MINIMUM 4 FOOT COVER DEPTH

04 CONNECT TO EXISTING WATER LINE, FITTINGS

AS REQUIRED

05 RETAIN & PROTECT EXISTING UTILITES

08 INSTALL FITTING - 6" CAP

09 INSTALL VALVE - 8" GATE; INSTALL CONCRETE

COLLAR PER UDOT STANDARDS & SPANISH

FORK CITY STD W-209

13 INSTALL FITTING - 8"x6" REDUCING TEE

15 POTABLE/NON-POTABLE CROSSING; RE: STATE

STANDARD R309-550-7

16 INSTALL FITTING - 8" 45° BEND

18 ABANDON EXISTING WATER LINE IN PLACE.

REMOVE & DISPOSE IF REQUIRED FOR

CONSTRUCTION & BACKFILL PER UDOT

STANDARDS

20 SURFACE REPAIR, TRENCHING, BACKFILL &

T-PATCH REPAIRS TO FOLLOW UDOT & SPANISH

FORK CONSTRUCTION STANDARDS,

WHICHEVER IS MORE RESTRICTIVE

26 CONNECT EXISTING SERVICE WATER LINE TO

NEW WATER MAIN, FITTINGS AS REQUIRED.

SHUT OFF CORP STOP AND PHYSICALLY

DISCONNECT THE SERVICE LINE.

SHEET KEYNOTES

N W

N D

C-402J:

H F

O R

N O

O R

T\ W

N M

S T

\C _D

\D _P

S- 1\

W G

: 7

/1 /2

: 7 /2

GENERAL SHEET NOTES

1. EXISTING UTILITIES ARE SHOWN IN AN

APPROXIMATE LOCATION, CONTRACTOR TO

PROTECT & VERIFY EXISTING UNDERGROUND

UTILITIES PRIOR TO CONSTRUCTION.

2. ALL IMPROVEMENTS SHALL BE CONSTRUCTED

PER LATEST EDITION OF THE PLANS,

STANDARDS AND SPECIFICATIONS OF SPANISH

FORK CITY, UDOT, AND APWA, WITH DETAILS

AS NOTED BELOW.

3. COORDINATE NEW WATER MAIN AND

SERVICES, AND SERVICE ABANDONMENT AND

REMOVAL, TO MINIMIZE SERVICE OUTAGES,

WITH A MAXIMUM OUTAGE OF 4-HOURS. ALL

OUTAGES ARE TO BE COORDINATED WITH

SPANISH FORK CITY. 48-HOUR CITY AND

RESIDENT NOTICE IS REQUIRED PRIOR TO

SERVICE OUTAGE.

4. UDOT ROADWAY CROSS SECTION FOR 400

NORTH SHOWN; RE: A1/C-500

5. FURNISH MATERIALS WHERE "INSTALL",

"PLACE" OR "CONSTRUCT" IS REQUIRED

UNLESS NOTED OTHERWISE.

6. AREAS DISTURBED BY CONSTRUCTION WHERE

SURFACE REPAIR IS NOT INDICATED SHALL BE

RESTORED TO CONDITIONS FOUND PRIOR TO

CONSTRUCTION. THIS COST SHALL BE

INCIDENTAL TO THE CONTRACT.

7. NEW WATERLINE SHALL MAINTAIN 10'

HORIZONTAL SEPARATION FROM ALL EXISTING

SEWER MAINS.

8. CONTRACTOR SHALL FIELD VERIFY LOCATION

AND ELEVATION OF ALL EXISTING UTILITIES.

9. IF IN DRIVEWAY, INSTALL WATER SERVICE

WITH VAULT & DRIVABLE D&L A-1180-71l LID.

SEE STANDARD W-214 FOR VAULT DETAILS.

REPLACE ASPHALT AND CONCRETE AS

NEEDED.

10. NEW SERVICE LINES SHALL BE BORED,

JACKED, PULLED OR BY USE A MISSILE. OPEN

TRENCH FOR SERVICE LINES WILL ONLY BE

ALLOWED IF OTHER MEANS FAIL AND AS

APPROVED BY THE CITY.

11. WHEN WORKING AROUND OVERHEAD

ELECTRICAL LINES. CONTRACTOR WILL NEED

TO MAINTAIN A 15 FOOT CLEARANCE. IF THE

CLEARANCE CAN NOT BE MAINTAINED THEY

WILL NEED TO CONTACT THE POWER

DEPARTMENT FOR SAFETY GUIDELINES.

12. ALL METERS AND RADIOS ARE TO BE REUSED

OR RETURNED TO THE WATER DIV, JED

OTTESEN. CONTRACTOR NEEDS TO WORK

WITH JED OTTESEN ON THESE

REPLACEMENTS. THE RADIOS CAN NOT BE

DISPOSED OF.

13. IF IN CONCRETE PLANTER, INSTALL WATER

SERVICE IN CONCRETE WITH D&L B-5021-UNVI

LID OR APPROVED EQUIVALENT. IF CONCRETE

GRADE RING IS USED, D&L B-5018-UNVI OR

APPROVED EQUIVALENT.

14. REPAIR / REPLACE ALL PAVEMENT MARKINGS

DISTURBED DURING CONSTRUCTION TO

EQUAL OR BETTER CONDITION. PAVEMENT

MARKINGS TO BE RE-GROOVED.

Ea st C en te r S t., S ui te

Pr ov o, U ta h

) 5

-8

PROJECT NO.

SHEET NO.

223030-008

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

O R

N O

S D

Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of

K el le r A ss oc ia te s, In c.

G I

PROFESSIONAL ENGINEER

STAT E OF UTAH

MICHAEL H. CLARK

NO. 9809375-2202

R E:

C H

E C

-4

400 N

N S

400 N

R E:

C H

R E:

C H

0 10 20

261505

(SEE NOTE 8)

01 1505

(SEE NOTE 8)

04 09 13

(2)

MHCJLP

94 44

91 57 53 397

20 08

EX. 6" DUCTILE IRON

EX. 8" PVC

W-218 WITH A

D&L B-5021 UNI

W-218 WITH A

D&L B-5021 UNI

W-218 WITH A

D&L B-5021 UNI

W-218 WITH A D&L

B-5021 UNI

W-215 WITH A

D&L A-1180-71i

0505 05

(SEE NOTE 8)

05 15

(SEE NOTE 8)

CONNECT EXISTING SERVICE WATER LINE TO

NEW WATER MAIN, FITTINGS AS REQUIRED.

SHUT OFF CORP STOP AND PHYSICALLY

DISCONNECT THE SERVICE LINE.

CAP ABANDONDED PIPE. EXCAVATION TO

BE REPAIRED PER UDOT STANDARDS

UDOT R

eg ion

Acc s 7

N.T.S.

ASPHALT PAVEMENT - ROADWAYA1

7" HMA (PG 64-34)

6" UNTREATED BASE COURSE

12" GRANULAR BORROW

N O

C-500J:

H F

O R

N O

O R

T\ W

N M

S T

\C _D

\D _P

S- 1\

C -5

.D W

: 7 /2

D : 7

/2 /2

A M

MHCMPC

Ea st C en te r S t., S ui te

Pr ov o, U ta h

) 5

-8

PROJECT NO.

SHEET NO.

223030-008

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

O R

N O

S D

Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of

K el le r A ss oc ia te s, In c.

G I

PROFESSIONAL ENGINEER

STAT E OF UTAH

MICHAEL H. CLARK

NO. 9809375-2202

UDOT R

eg ion

Acc s 7

EPEP

PPPP

PPPPPP

PPPP

WMWM

WM PP

WM WM

N G 6'

12''PI 12''PI 12''PI 12''PI 12''PI 12''PI 12''PI

6''W 6''W 6''W 6''W 6''W 6''W

''W

8''SS> <8''SS <8''SS <8''SS <8''SS <8''SS <8''SS <6''SS <6''SS <6''SS <6''SS <6''SS <6''SS

<1 2'

'S S

<1 2'

'S S

12''PI

6' 'P

I 8'

'P I

8' 'P

6' 'S

6' 'W

6''W

4' 'W

12''PI 12''PI 12''PI 12''PI

6''W 6''W 6''W 6''W 6''W 6''W 6''W

6' 'P

I 6'

'P I

A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A

A A8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W

NG NG NG NG NG NG NG NG NG NG NG NG NG

N G

A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A

A A8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W

10+00 12+00 14+00 16+00 18+00 18+91

C O

O L

C-600J:

H F

O R

N O

O R

T\ W

N M

S T

\C _D

\D _P

S- 1\

C -6

.D W

: 6 /2

A M

: 7 /2

0 60 120

Ea st C en te r S t., S ui te

Pr ov o, U ta h

) 5

-8

PROJECT NO.

SHEET NO.

223030-008

CHECK:DRAWN:

VERIFY SCALE: Scales based on 22"x34" prints.

1-1/2 Inches

PAGE

O R

N O

S D

Th is d oc um en t o r a ny p ar t t he re of in d et ai l o r d es ig n co nc ep t i s th e pe rs on al p ro pe rty o f K el le r A ss oc ia te s, In c.

a nd s ha ll no t b e co pi ed in a ny fo rm w ith ou t t he w rit te n au th or iz at io n of

K el le r A ss oc ia te s, In c.

G I

PROFESSIONAL ENGINEER

STAT E OF UTAH

MICHAEL H. CLARK

NO. 9809375-2202

MHCCLM

N M

S T

W 500 N

W 300 N

GENERAL SHEET NOTES

1. MEET OR EXCEED THE REQUIREMENTS OF THE

MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES (MUTCD), AS ADOPTED BY THE STATE.

2. IF THIS TRAFFIC CONTROL PLAN DOES NOT

WORK WITH THE CONTRACTOR'S OPERATION,

SUBMIT A REVISED TRAFFIC CONTROL PLAN

FOR APPROVAL BY THE ENGINEER

3. REMOVE CONFLICTING SIGNS DURING

CONSTRUCTION OR COVER USING AN

APPROVED METHOD. BLACK PLASTIC WILL NOT

BE ACCEPTED. SIGNS DAMAGED BY THE

CONTRACTOR WILL BE REPLACED AT THE

CONTRACTOR'S EXPENSE.

4. MAINTAIN DRIVEWAY, AND THROUGH ACCESS,

AT ALL TIMES DURING CONSTRUCTION UNLESS

OTHER ARRANGEMENTS HAVE BEEN MADE

WITH THE AFFECTED PROPERTY OWNER IN

ADVANCE.

5. UNLESS OTHERWISE SPECIFIED BY THE CITY,

WORK SHALL NOT OCCUR BETWEEN THE

HOURS OF 6:00 P.M. AND 7:00 A.M. ON

WEEKDAYS, ON WEEKENDS, OR ON STATE OR

FEDERAL HOLIDAYS.

SHEET KEYNOTES

SIGN

WORK AREA (ROAD CLOSED)

LEGEND

DIRECTION OF TRAFFIC

ROAD

WORK

AHEAD

W20-1 (36"x36")

18" DIA CANDLE STICK

G20-2 (36"x18")-*(48"x24")

W 400 N

100' SPACING

TYPE III BARRICADE

END

ROAD WORK

DETOUR

ROAD

CLOSED

ROAD CLOSED

THRU TRAFFIC

CLOSED

SIDEWALK

M4-10 (48"x18")3

M4-10 (48"x18")4

M4-9B (30"x24")5

R11-2 (48"x30")7

R11-4 (60"x30")9

M4-9B (30"x24")

R9-9 (24"x12")

7 99

3 1

100' SPACING

DETOUR

AHEAD

ROAD

CLOSED

AHEAD

W 400 N

10 W20-2 (36"x36")-*(48"x48")

11 W20-3 (36"x36")-*(48"x48")

12 W16-8P (24"x8")

12 1210

3 43

5 8

6 8

8 8

UDOT R

eg ion

Acc s 7

Sheets and Views

C-001 COVER SHEET

C-002 SYMBOLS & LINE LEGEND

C-400 OVERALL & SHEET MAP

C-401 400 N WATERLINE STA 10+00 TO 14+80

C-402 400 N WATERLINE STA 14+80 TO END

C-500 NOTES & DETAILS

SHEET VIEW

C-600 TEMPORARY TRAFFIC CONTROL

File details come from the government source that posted it. Updated Jan 27, 2026.