2-2025 09 15 Canyon Crest PI Replacement Final Plans.pdf

APPROVALS

JOHN SCHIESS, P.E. DATE

ALPINE CITY

CARLA MERRILL................................... MAYOR

JESSICA SMUIN.................................... CITY COUNCIL

CHRISSY HANNEMANN........................ CITY COUNCIL

KELLI LAW............................................. CITY COUNCIL

JASON THELIN...................................... CITY COUNCIL

BRENT RUMMLER................................ CITY COUNCIL

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FINAL DESIGN

ALPINE CITY

SEPTEMBER 2025

CANYON CREST PRESSURIZED

IRRIGATION REPLACEMENT

SHANE SORENSEN, P.E.

CITY ADMINISTRATOR/PUBLIC WORKS DIRECTOR

DATE

JASON JUDD, P.E.

CITY ENGINEER

DATE

JSchiess Stamp

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DESIGN:REVISIONS

2162 West Grove Parkway, Suite 100, Pleasant Grove, UT 84062 801-763-5100 www.horrocksengineers.com

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REV DATE BY DESCRIPTION

HORIZONTAL: VERTICAL:

SHEET NO:

SHEET:

PROJECT:

IF THIS BAR DOES NOT MEASURE 1"

THEN DRAWING IS NOT TO SCALE

0 1/2 1

DRAWN:

CHECK:

DATE:

CANYON CREST PRESSURIZED IRRIGATION REPLACEMENT

SHEET INDEX, STATE MAP, AND VICINITY MAP

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Box Elder Cache

Rich

Weber

Morgan

Davis

Tooele

Salt Lake

Utah

Wasatch

Summit Daggett

Duchesne

Uintah

Carbon Juab

Millard

Beaver

Iron

Washington Kane

Garfield

Piute Wayne

Emery Grand

San Jaun

Sanpete

Sevier

STATE MAP

VICINITY MAP

IDAHO

WYOMING

ARIZONA

C O

LO

R

AD

ON

EV

AD

A

ALPINE

CANYON CREST

WATER LINE

REPLACEMENT

C

AN

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N

C R

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D HEALEY BLVD

CANYON CREST

WATER LINE

REPLACEMENT

191163

INDEX OF SHEETS

SHEET TITLE DWG NO. SHT NO.

GENERAL

COVER SHEET G-00 1

SHEET INDEX, STATE MAP, AND VICINITY MAP G-01 2

ABBREVIATIONS, LEGEND, AND UTILITY CONTACTS G-02 3

GENERAL NOTES G-03 4

SHEET REFERENCE MAP G-04 5

SURVEY CONTROL SHEET SC-01 6

CIVIL

PLAN AND PROFILE PP-01 to PP-03 7 to 9

DETAILS DT-01 to DT-03 10 to 12

80 80

M

AI

N S

T

ALLEGHENY WAY

SUNSET DR

11200 N

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DESIGN:REVISIONS

2162 West Grove Parkway, Suite 100, Pleasant Grove, UT 84062 801-763-5100 www.horrocksengineers.com

OF

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REV DATE BY DESCRIPTION

HORIZONTAL: VERTICAL:

SHEET NO:

SHEET:

PROJECT:

IF THIS BAR DOES NOT MEASURE 1"

THEN DRAWING IS NOT TO SCALE

0 1/2 1

DRAWN:

CHECK:

DATE:

CANYON CREST PRESSURIZED IRRIGATION REPLACEMENT

ABBREVIATIONS, LEGEND, AND UTILITY CONTACTS

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CTV

BCTV

COM

BFO

FO

BTEL

TEL

BEL

EL

G

IRR

SS

SD

W

UTILITY LINETYPES

EXISTING UTILITIES

CABLE TV - BURIED (bctv)

CABLE TV - OVERHEAD (ctv)

COMMUNICATIONS

ELECTRICAL - BURIED (bel)

ELECTRICAL - OVERHEAD (el)

FIBER OPTIC - BURIED (bfo)

FIBER OPTIC - OVERHEAD (fo)

GAS (g)

IRRIGATION (irr)

SEWER (ss)

STORM DRAIN (sd)

TELEPHONE - BURIED (btel)

TELEPHONE - OVERHEAD (tel)

WATER (w)

ABANDONED GAS (G AB)

HIGH PRESSURE GAS (HPG)

PROPOSED UTILITIES

CABLE TV - BURIED (BCTV)

CABLE TV - OVERHEAD (CTV)

COMMUNICATIONS (COM)

ELECTRICAL - BURIED (BEL)

ELECTRICAL - OVERHEAD (EL)

FIBER OPTIC - BURIED (BFO)

FIBER OPTIC - OVERHEAD (FO)

GAS (G)

IRRIGATION (IRR)

SEWER (SS)

STORM DRAIN (SD)

TELEPHONE - BURIED (BTEL)

TELEPHONE - OVERHEAD (TEL)

WATER (W)

BUTTERFLY VALVE

CAP AND PLUG

CATCH BASIN

ELECTRIC BOX

FIRE HYDRANT

GAS METER

GATE VALVE

IRRIGATION BOX

POWER POLE

PROPOSEDEXISTING

ABBREVIATIONS

BLDG BUILDING

BV BUTTERFLY VALVE

CL CENTER LINE

CLR CLEAR

CO CLEANOUT

CONC CONCRETE

CONST CONSTRUCT

C,Y. CUBIC YARD

DIA DIAMETER

D DIAMETER OF PIPE

DWG DRAWING

DIP DUCTILE IRON PIPE

EA EACH

EW EACH WAY

ESMT EASEMENT

E EAST

EL / ELEV ELEVATION

EX/EXIST EXISTING

FPS FEET PER SECOND

FL FLOW LINE

FL / FLG FLANGE FITTING

FT FOOT

FM FORCE MAIN

GV GATE VALVE

HORIZ HORIZONTAL

ID INSIDE DIAMETER

" / IN INCH(ES)

INV INVERT

LT LEFT

MH MANHOLE

MFRS MANUFACTURERS

MAX MAXIMUM

MJ MECHANICAL JOINT FITTING

MGD MILLION GALLONS PER DAY

N NORTH

N/A NOT APPLICABLE

NTS NOT TO SCALE

NT'D NOTED

# / NO NUMBER

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

PERM PERMANENT

PVI POINT OF VERTICAL INTERSECTION

PL PROPERTY LINE

Q RATE OF FLOW

REINF REINFORCED

REQD REQUIRED

REV REVISION

RT RIGHT

R/W RIGHT OF WAY

S SOUTH, SLOPE

ST STL STAINLESS STEEL

STD STANDARD

STA STATION

TEMP TEMPORARY

TBM TEMPORARY BENCH MARK

TYP TYPICAL

UG UNDERGROUND

UNO UNLESS NOTED OTHERWISE

UBC UNTREATED BASE COURSE

V VELOCITY

VERT VERTICAL

W WEST

PIPE ABBREVIATIONS

CIP CAST IRON

CMP CORRUGATED METAL

CPP CORRUGATED POLYETHYLENE

DIP DUCTILE IRON

HDPE HIGH DENSITY POLYETHYLENE

POLY POLYETHYLENE

PVC POLYVINYL CHLORIDE PLASTIC

RCP REINFORCED CONCRETE

VCP VITRIFIED CLAY

SYMBOLS LEGEND

TITLE LEGEND

MISCELLANEOUS LINETYPES

CENTERLINE

PROPERTY LINE

EASEMENT

FENCE LINE

CUT LINE

X X

SEWER CLEAN OUT

SEWER MANHOLE

STORM DRAIN MANHOLE

WATER METER

PROPOSEDEXISTING

A

A

DETAIL OR SECTION

LOCATED ON SEVERAL

DIFFERENT SHEETS

DETAIL OR SECTION

IDENTIFICATION

DETAIL OR SECTION

SHEET LOCATION

CUT CUT

bctv bctv ctv ctv bel bel el el bfo bfo fo fo g g irr irr ss ss sd sd btel btel tel tel w w com com g e ir pp s sd co w

G

E

IR

PP

S

SD

W

CO

UTILITY CONTACTS

UTILITY COMPANY CONTACT NAME CONTACT NO EMAIL

ALPINE CITY WATER GREG KMETZSCH 801-420-3487 gregk@alpineut.gov

ALPINE CITY SEWER LANDON WALLACE 801-420-3126 landonw@alpineut.gov

ALPINE CITY STORM DRAIN LANDON WALLACE 801-420-3126 landonw@alpineut.gov

CENTRACOM BRETT JOHNSON 435-469-0394 b.johnson@centracom.com

LUMEN/CENTURYLINK JAMES CHIDESTER 385-479-7345 james.chidester@lumen.com

COMCAST ANNETTE HARM 514-644-2333 annette.harm@telecon.com

ROCKY MOUNTAIN POWER KEVIN HILL 801-886-7007 gisdept@pacificorp.com

ENBRIDGE GAS UTAH 801-324-3970

UTAH COUNTY GLEN TANNER 801-851-8602 glent@utahcounty.gov

CENTRAL UTAH WATER CONSERVANCY DISTRICT KIRK BEECHER 801-226-7193 kirk@cuwcd.gov

UTILITY CONTACTS ARE LISTED AS A COURTESY AND MAY NOT BE UP TO DATE.

CONTRACTOR SHALL ENSURE ALL APPROPRIATE UTILITY COORDINATION IS PERFORMED.

G AB G AB

HPG HPG

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DESIGN:REVISIONS

2162 West Grove Parkway, Suite 100, Pleasant Grove, UT 84062 801-763-5100 www.horrocksengineers.com

OF

SCALE

REV DATE BY DESCRIPTION

HORIZONTAL: VERTICAL:

SHEET NO:

SHEET:

PROJECT:

IF THIS BAR DOES NOT MEASURE 1"

THEN DRAWING IS NOT TO SCALE

0 1/2 1

DRAWN:

CHECK:

DATE:

CANYON CREST PRESSURIZED IRRIGATION REPLACEMENT

GENERAL NOTES

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GENERAL NOTES

1. TRENCH EXCAVATION SHALL COMPLY WITH THE MOST CURRENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIVE STANDARDS.

TRENCH BACKFILL SHOULD BE PLACED IN 4 TO 6 INCH LIFTS IF HAND COMPACTED OR NO MORE THAN 8 INCH LIFTS IF POWER COMPACTED.

2. PIPE LENGTHS SHOWN ON PLAN SHEETS ARE HORIZONTAL.

3. THE CONTRACTOR IS RESPONSIBLE TO INSTALL THE PROPOSED PIPE TO A MINIMUM DEPTH OF 2 FEET, GREATER DEPTH MAY BE REQUIRED SO AS TO CLEAR

ALL OBSTRUCTIONS.

4. LIMIT THE LENGTH OF OPEN TRENCH TO 250 FEET IN ADVANCE OF PIPE LAYING. COMPLETE BACKFILLING AND INSTALLATION AND COMPACTION OF AGGREGATE BASE COURSE NOT MORE THAN 250 FEET IN THE REAR OF PIPE LAYING. CLOSE TRENCHES DURING NIGHTTIME CONDITIONS THROUGH THE USE OF BACKFILL, TRENCH PLATES, BARRICADES AND/OR OTHER APPROVED PROTECTION METHODS.

5. CHIPS AND/OR PEA GRAVEL WILL NOT BE ALLOWED AS PIPE ZONE MATERIAL OR AS AN IMPORT BACKFILL MATERIAL.

1. ALL UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING BLUE STAKES FOR LOCATIONS OF ALL UTILITIES. CALL

1-800-662-4111 BEFORE YOU DIG.

2. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES (WATER, SEWER, AND DRAINAGE SERVICES, ETC.) DURING CONSTRUCTION AND ENSURE THEY

REMAIN IN PLACE AND OPERATIONAL (UNLESS OTHERWISE NOTED).

3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS, PRIOR TO FINAL PAYMENT.

4. IF EXISTING UTILITIES OR CULVERTS ARE DAMAGED DURING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO REMOVE AND REPLACE THESE ITEMS.

5. SAFE CONSTRUCTION PROCEDURES AND WORKING CLEARANCES ARE TO BE MAINTAINED AT ALL TIMES WHILE WORKING NEAR POWERLINES.

6. THE CONTRACTOR IS TO PROTECT ALL MONUMENTS OR REPLACE IF DISTURBED.

7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER AND OWNER OF ANY

DISCREPANCIES.

8. TRAFFIC CONTROL IS TO CONFORM WITH UDOT AND MUTCD STANDARDS.

9. ONE LANE MAY BE CLOSED ON CANYON CREST AT VARIOUS TIMES THROUGHOUT THE DURATION OF THE PROJECT WITH THE APPROPRIATE USE OF FLAGGERS.

A FULL CLOSURE OF CANYON CREST WILL NOT BE ALLOWED. NO DETOURS WILL BE ALLOWED. FLAGGING AND OTHER TRAFFIC CONTROL DEVICES WILL BE

PROVIDED BY CONTRACTOR AS REQUIRED.

10. TRAFFIC CONTROL SHALL INCLUDE PROVISIONS FOR BIKES AND PEDESTRIANS.

11. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY EACH HOME OR BUSINESS THAT WILL BE IMPACTED AND COORDINATE WORK AS NECESSARY. PROVIDE AND

MAINTAIN ACCESS TO ALL RESIDENTIAL AND COMMERCIAL PROPERTIES AT ALL TIMES.

12. NO PRODUCTS WILL BE FURNISHED BY THE OWNER UNLESS SPECIFICALLY STATED OTHERWISE.

13. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED WATER LINE TESTING AND NEEDED BLOW-OFFS.

14. RESTORE OR PRESERVE ALL EXISTING FENCES, ROADS, AND DITCHES UNLESS OTHERWISE STATED ON THE PLANS.

15. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE PLANS AND ASSOCIATED CONTRACT DOCUMENTS, THE MOST CURRENT EDITION OF ALPINE CITY STANDARD SPECIFICATIONS AND DRAWINGS, AND THE 2017 EDITION OF THE AMERICAN PUBLIC WORKS ASSOCIATION MANUAL OF STANDARD

SPECIFICATION AND PLANS.

16. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL UTILITY CONFLICTS UPON DISCOVERY.

17. ALL EXCAVATION, BACKFILLING, AND OTHER EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. STRUCTURAL FILL, BEDDING, IMPORTED BACKFILL, GRANULAR SUBBASE, AND BASE COURSE MATERIALS SHALL MEET THE REQUIREMENTS OUTLINED IN THE PROJECT

SPECIFICATIONS.

18. CONTRACTOR MAY PLACE AND TEMPORARILY STOCKPILE EXCAVATED MATERIAL OR IMPORTED MATERIAL ON CANYON CREST ONLY (NO SIDE STREETS ALLOWED) PROVIDED THE CONTRACTOR PREVENTS MIGRATION OF THE STOCKPILED MATERIAL FROM THE WORK SITE, PROVIDED THE CONTRACTOR FOLLOWS THE REQUIREMENTS OF THEIR STORM WATER POLLUTION PREVENTION PLAN, AND PROVIDED THE CONTRACTOR PREVENTS DAMAGE TO THE EXISTING ASPHALT PAVEMENT (THAT IS NOT TO BE REPLACED) FROM EQUIPMENT SCRAPING OR CONSTRUCTION PROCEDURES. CITY MAY IMPOSE RESTRICTIONS ON TEMPORARY STOCKPILES OR REQUIRE RESTITUTION BY CONTRACTOR IF THESE REQUIREMENTS ARE NOT FOLLOWED.

19. CONTRACTOR PROGRESS CLEANING PROGRAM WILL INCLUDE USING SWEEPER OR VACUUM TRUCK DAILY TO KEEP THE STREETS CLEAN. THE OWNER OR ENGINEER RESERVES THE RIGHT TO SHUT DOWN THE CONTRACTOR WITH NO EXTENSION OF TIME OR COST TO THE CONTRACT IF THE PROJECT PROGRESS

CLEANING IS NOT BEING DONE.

20. INSTALL MANHOLE RIMS, GRATES, AND VALVE BOXES 18" BELOW BELOW PAVEMENT OR ADJUST AS REQUIRED IN FIELD.

PIPELINE NOTES

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TMAP MOBILITY Earthstar Geographics SIO

12+20

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DESIGN:REVISIONS

2162 West Grove Parkway, Suite 100, Pleasant Grove, UT 84062 801-763-5100 www.horrocksengineers.com

OF

SCALE

REV DATE BY DESCRIPTION

HORIZONTAL: VERTICAL:

SHEET NO:

SHEET:

PROJECT:

IF THIS BAR DOES NOT MEASURE 1"

THEN DRAWING IS NOT TO SCALE

0 1/2 1

DRAWN:

CHECK:

DATE:

1" = 130' ---

CANYON CREST PRESSURIZED IRRIGATION REPLACEMENT

SHEET REFERENCE MAP

AMG

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PP-01

CANYON CREST RD

H E

A

LE

Y B

LV

D

CASCADE AVE S

IE

R R

A A

V E

RIDGE DR

PH

EASAN

T R

ID

G E D

R

PY

RE

NE

ES

D R

PP-02 PP-03

C A

R

LI

S

LE

A V

E e pp pp pp pp t s w w w w w w

12'' w

12'' w 12'' w w w irr irr irr irr irr irr irr irr irrirrirr

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10'' ss

10'' ss 10'' ss 10'' ss 10'' ss 10'' ss 10'' ss 10'' ss

'' s s

'' s s

10'' ss

10'' ss

10'' ss

10'' ss ir ir ir ir

G AB

G AB

G AB

G AB

12'' HPG

12'' HPG

12'' HPG

12'' HPG

12'' HPG

TH

-0

TH

-0

TH

-0

TH

-0

A

TH

-0 btel bctv btel btel btel btel btel bt el btel btel bte l btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel bel bel bel bel bfo bfo bfo bfo bfo bfo bfo bfo bfo bfo bfo bfo bfo bfo bfo bel be l be l t e s sd s t ir ir ir ir btel bctv btel btel btel btel btel bt el btel btel bte l btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel bel bel bel bel bfo bfo bfo bfo bfo bfo bfo bfo bfo bfo bfo bfo bfo bfo bfo bel be l be l t e s sd s t ir ir ir ir pp s t e s pp fo fo sd e e e pp s t w

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13+00

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15+00

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16+00

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17+00

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18+00

.4

EXISTING

GROUND

2' M

IN

C O

VER

EX SS

INV EL 4967.72

EX SS

INV EL 4983.23

EX BTEL

EX BFO

EX W

INSTALL 24" C900 PVC

(PURPLE)

EX 2" GAS

EX SD

INV EL 4976.59

EX BEL

EX BTEL (SEE NEARBY POTHOLE, NOT AT CROSSING)

EX GAS

EX GAS

1' M

IN

EX BEL

EX BFO (SEE NEARBY POTHOLE, NOT AT CROSSING)

1' M

IN

EX BFO

TO

P:

.6

TO

P:

.6

TO

P:

.0

TO

P:

.7

TO

P:

.2

TO

P:

.4

1' M

IN

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DESIGN:REVISIONS

2162 West Grove Parkway, Suite 100, Pleasant Grove, UT 84062 801-763-5100 www.horrocksengineers.com

OF

SCALE

REV DATE BY DESCRIPTION

HORIZONTAL: VERTICAL:

SHEET NO:

SHEET:

PROJECT:

IF THIS BAR DOES NOT MEASURE 1"

THEN DRAWING IS NOT TO SCALE

0 1/2 1

DRAWN:

CHECK:

DATE:

1" = 50' 1" = 10'

CANYON CREST PRESSURIZED IRRIGATION REPLACEMENT

PLAN AND PROFILE

AMG

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CANYON CREST RD

RIDG

E DR

PHEASANT RIDG

E DR

SI

ER

R A

A

VE

EXISTING 10" IRR LINE

REMOVE EXISTING 12" LINE

AND INSTALL 24" C900 PVC

COORDINATE GAS RELOCATION

WITH ENBRIDGE AS NEEDED

INSTALL 24" DOUBLE ECCENTRIC

FL x FL BUTTERFLY VALVE WITH 24" FL x MJ ADAPTER

CONNECT TO EXISTING 8" IRR WITH

24" x 8" FL REDUCER, 8" FL x MJ GATE

VALVE, AND 8" MJ LONG SLEEVE,

USE 45° VERTICAL BENDS AS NEEDED

CONNECT TO EXISTING 10" IRR

WITH 10" MJ LONG SLEEVE

COORDINATE GAS RELOCATION

WITH ENBRIDGE AS NEEDED

CULINARY LATERALS

4' DEEP (TYP)

CONNECT TO EXISTING 6" IRR WITH 6" MJ

GATE VALVE AND 6" MJ LONG SLEEVE

INSTALL 6" C900 PVC

INSTALL 24" C900 PVC

INSTALL 24" FL x MJ ADAPTER

NOTES:

1. THRUST BLOCK AND MEGALUG ALL FITTINGS.

2. CONTRACTOR REQUIRED TO POTHOLE AHEAD OF

EXCAVATION TO IDENTIFY AND VERIFY ALL UTILITY

CONFLICTS INCLUDING THEIR LOCATION, ELEVATIONS,

AND SIZES.

3. CONTRACTOR REQUIRED TO POTHOLE ALL PRESSURIZED

IRRIGATION LATERALS AHEAD OF EXCAVATION. DURING

CONSTRUCTION, DISCONNECT LATERALS AND PRESERVE

AND PROTECT. THIS LATERAL PIPING WILL BE REUSED

AND RECONNECTED AT ALL PRESSURIZED IRRIGATION

CONNECTIONS. ANY LATERALS DAMAGED DURING

CONSTRUCTION ARE REQUIRED TO BE REPLACED FROM

MAIN LINE TO METER.

4. GRADUALLY LOWER AND RAISE ELEVATION OF

PRESSURIZED IRRIGATION LINE WHERE POSSIBLE TO

MINIMIZE LOOPING.

APWA

TRENCH DETAIL

(TYP)

MAINTAIN 6" MIN CLEARANCE

AROUND SEWER MANHOLE

DT-01

INSTALL 24" FL TEE

DT-01

INSTALL 24" FL TEE

SEE PLAN VIEW FOR ADDITIONAL NOTES

DT-01

CONNECT TO EXISTING 6" IRR WITH

24" x 6" MJ x FL TEE, 6" FL x MJ GATE

VALVE, AND 6" MJ LONG SLEEVE

DT-01

INSTALL 24" x 6" MJ TEE

DT-01

CONNECT TO EXISTING

6" IRR WITH 24" x 6" MJ x FL TEE

SEE PLAN VIEW FOR ADDITIONAL NOTES

DT-01

INSTALL 24" x 6" MJ TEE

SEE PLAN VIEW FOR ADDITIONAL NOTES

DT-01

CULINARY WATER

LATERAL LOOP

(TYP)

DT-02

PI CONNECTION

(TYP)

LOOP 24" C900 PVC UNDER EX SD

AND TIE TO EXISTING 10" IRR LINE

12" HPG

ABANDONED HPG

2" GAS

DT-01

CULINARY WATER

LATERAL LOOP

(TYP)

APWA

INSTALL 24" 45° VERTICAL BEND

DT-01

INSTALL 24" 45° VERTICAL BEND

INSTALL 10" C900 PVC, FIELD FIT

INSTALL 10" MJ x FL GATE VALVE AND 24" x 10" MJ x FL REDUCER

TOP OF BTEL ELEVATION 4978.01'

DT-01

INSTALL 10" 45° VERTICAL BEND

APWA

INSTALL 10" 45° VERTICAL BEND

CONNECT TO EXISTING 10"

IRR WITH 10" MJ LONG SLEEVE

INSTALL 10" C900 PVC

INSTALL 24" x 10" MJ x FL REDUCER

INSTALL 10"

MJ x FL GATE VALVE

DT-02

UTILITY CONFLICT

DT-01

INSTALL 24" FL x FL DOUBLE

ECCENTRIC BUTTERFLY VALVE

SEE PLAN VIEW FOR ADDITIONAL NOTES

DT-02

UTILITY CONFLICT

CONTRACTOR TO COORDINATE WITH

BURIED UTILITY COMPANIES TO MOVE

UTILITIES UNDER FRANCHISE AGREEMENT,

MINIMUM CLEARANCE IS 1'

pp pp t pp w pp pp t ss

12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' wwwwwwww irrirrirrirrirrirrirrirrirrirrirrirrirrirrirrirrirrirr elelelelelelelelelelelelelelelel ctvctvctvctvctvctvctvctvctvctvctvctvctvctvctvctv teltelteltelteltelteltelteltel fo el el btelbtelbtelbtelbtel w2'' g fofofofofofofofofofofofofofofofo ct v

8' ' w

'' s d

'' s d t s sd btel btel btel btel btel btel btel btelbtelbtelbtelbtelbtelbtelbtelbtelbtel belbelbelbelbelbelbel btel btel btel btel btel btel btel btel btel btel btel btel btel btel bfobfobfobfobfobfobfobfobfobfobfobfobfobfobfobfobfo belbelbel be l ss ss ss ss ss ss ss ss ss ss ss ss10'' ss

G ABG ABG ABG ABG ABG ABG ABG ABG ABG ABG ABG AB

ir

2'' g2'' g2'' g

G ABG AB

12'' HPG12'' HPG12'' HPG12'' HPG

btel btel btel btel btel btel btel btelbtelbtelbtelbtelbtelbtelbtelbtelbtel bel bel bel bel bel bel bel bel btel btel btel btel btel btel btel btel btel btel btel btel btel btel bfobfobfobfobfobfobfobfobfobfobfobfobfobfobfobfobfo t t s sd ir btel btel btel btel btel btel btel btelbtelbtelbtelbtelbtelbtelbtelbtelbtel bel bel bel bel bel bel bel bel btel btel btel btel btel btel btel btel btel btel btel btel btel btel bfobfobfobfobfobfobfobfobfobfobfobfobfobfobfobfobfo t t s sd ir pptpppp pp s sd pp fo s s 18 +0

+0

+0

+0

+0

+0

+0

+0

SE

E

SH

EE

T

PP

-0

M

AT

C H

LI

N

E

ST

A

+4 0.

M

AT

C H

LI

N

E

ST

A

+6 0.

SE

E

SH

EE

T

PP

-0

19+00

.9

20+00

.0

21+00

.0

22+00

.6

23+00

.4

24+00

.1

EXISTING

GROUND

2' M

IN

C

O

VE

R

INSTALL 24" C900 PVC

(PURPLE)

EX 8" W

EX SS

INV EL 4994.22

TO

P:

.9

TO

P:

.9

TO

P:

.9

TO

P:

.6

TO

P:

.3

TO

P:

.0

1" = 50' 1" = 10'

CANYON CREST PRESSURIZED IRRIGATION REPLACEMENT

PLAN AND PROFILE

AMG

LAJ

JES

UT-0014-24

8 12

PP-0209/2025

Q

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lis aj

DESIGN:REVISIONS

2162 West Grove Parkway, Suite 100, Pleasant Grove, UT 84062 801-763-5100 www.horrocksengineers.com

OF

SCALE

REV DATE BY DESCRIPTION

HORIZONTAL: VERTICAL:

SHEET NO:

SHEET:

PROJECT:

IF THIS BAR DOES NOT MEASURE 1"

THEN DRAWING IS NOT TO SCALE

0 1/2 1

DRAWN:

CHECK:

DATE:

CANYON CREST RD

CA

RL

IS

LE

A

VE

APWA

FIELD VERIFY, LOOP IF NEEDED

PER ALTERNATE BID ITEM

COORDINATE GAS RELOCATION

WITH ENBRIDGE AS NEEDED

MAINTAIN 6" MIN CLEARANCE

AROUND SEWER MANHOLE381

APWA

TRENCH DETAIL

(TYP)

DT-01

CONNECT TO EXISTING 4" IRR WITH 24" x 4" FL TEE (ALTERNATE: 24" x 6" FL TEE WITH 6" x 4" FL REDUCER) WITH 24" FL x MJ ADAPTER, 4" FL x MJ GATE VALVE, AND 4" MJ LONG SLEEVE

DT-01

CONNECT TO EXISTING 4" IRR WITH 24" x 4" FL TEE (ALTERNATE: 24" x 6" FL TEE WITH 6" x 4" FL REDUCER)

SEE PLAN VIEW FOR ADDITIONAL NOTES

APWA

FIELD VERIFY, LOOP IF NEEDED

PER ALTERNATE BID ITEM

REMOVE EXISTING 12" LINE

AND INSTALL 24" C900 PVC

DT-01

INSTALL 24" FL x FL DOUBLE

ECCENTRIC BUTTERFLY VALVE

WITH 24" FL x MJ ADAPTER

DT-01

INSTALL 24" FL x FL DOUBLE

ECCENTRIC BUTTERFLY VALVE

SEE PLAN VIEW FOR ADDITIONAL NOTES

NOTES:

1. THRUST BLOCK AND MEGALUG ALL FITTINGS.

2. CONTRACTOR REQUIRED TO POTHOLE AHEAD OF

EXCAVATION TO IDENTIFY AND VERIFY ALL UTILITY

CONFLICTS INCLUDING THEIR LOCATION, ELEVATIONS,

AND SIZES.

3. CONTRACTOR REQUIRED TO POTHOLE ALL PRESSURIZED

IRRIGATION LATERALS AHEAD OF EXCAVATION. DURING

CONSTRUCTION, DISCONNECT LATERALS AND PRESERVE

AND PROTECT. THIS LATERAL PIPING WILL BE REUSED

AND RECONNECTED AT ALL PRESSURIZED IRRIGATION

CONNECTIONS. ANY LATERALS DAMAGED DURING

CONSTRUCTION ARE REQUIRED TO BE REPLACED FROM

MAIN LINE TO METER.

4. GRADUALLY LOWER AND RAISE ELEVATION OF

PRESSURIZED IRRIGATION LINE WHERE POSSIBLE TO

MINIMIZE LOOPING.

w pp w pp pp s s 12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w irrirrirrirrirrirrirrirrirrirrirrirrirrirrirrirr btel elelelelelelelelel ctvctvctvctvctvctvctvctvctv telteltelteltelteltelteltel fofofofofofofofofofo ctvctvctvctv teltelteltel elelelelel

10'' ss10'' ss10'' ss w w ctvfofofofo telfo

'' s d

'' s d

18'' sd 18'' sd 18'' sd irrsd s sd t t sd bel bel be l be l be l btel btel btel btel btel btel btel btel btel btel btel btelbtel btel btel btel btel btel btel btel btel btel btel btel btel btel btel bfobfobfobfobfobfobfobfobfobfobfobfobfobfo

8' ' s s 8'

' s s w ss ss ss ss 10'' ss10'' ss10'' ss10'' ss10'' ss

G ABG ABG ABG ABG ABG ABG ABG ABG ABG ABG ABG ABG ABG AB

irir ir irir ir

2'' g2'' g2'' g2'' g w

2' ' g 4' ' g pp el el

'' i rr btel btel btel btel btel btel btel btel btel btel btel btelbtel btel btel btel btel btel btel btel btel btel btel btel btel btel btel bfobfobfobfobfobfobfobfobfobfobfobfobfobfo sd s sd t t sd

18'' sd fo

8'' ss

8'' w 8'' w

8'' w

8'' ss 8'' ss

8'' ss

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2' ' g 4' ' g pp el el

'' i rr btel btel btel btel btel btel btel btel btel btel btel btelbtel btel btel btel btel btel btel btel btel btel btel btel btel btel btel bfobfobfobfobfobfobfobfobfobfobfobfobfobfo sd s sd t t sd

18'' sd fo

8'' ss

8'' w 8'' w

8'' w

8'' ss 8'' ss

8'' ss

'' s d irir ir irir ir pp w pp ss sd pp sd sd s t pp

+0

+0

+0

+0

+0

+0

30+00

30+45

SE

E

SH

EE

T

PP

-0

M

AT

C H

LI

N

E

ST

A

+6 0.

25+00

.6

26+00

.9

27+00

.6

28+00

.9

29+00

.1

30+00

.0

EXISTING

GROUND

2' M

IN

CO

VE

R

INSTALL 24" C900 PVC

(PURPLE)

EX SD

INV EL 4979.22

EX W

EX W

EX 8" W

EX GAS

EX SD

INV EL 4952.98

EX GAS

EX SS

INV EL 4950.63

EX W

EX 2" GAS

1' M

IN1'

M

IN

EX SD

INV EL 4956.49

1' M

IN

TO

P:

.3

TO

P:

.4

TO

P:

.4

TO

P:

.9

TO

P:

.1

TO

P:

.0

1" = 50' 1" = 10'

CANYON CREST PRESSURIZED IRRIGATION REPLACEMENT

PLAN AND PROFILE

AMG

LAJ

JES

UT-0014-24

9 12

PP-0309/2025

CANYON CREST RD

H

EA

LE

Y

B

LV

D

PY

R

EN

EE

S D

R

COORDINATE GAS RELOCATION

WITH ENBRIDGE AS NEEDED

COORDINATE GAS RELOCATION

WITH ENBRIDGE AS NEEDED

CONNECT TO EXISTING 12" IRR WITH

24" x 12" MJ x FL REDUCER, 12" FL x FL DOUBLE

ECCENTRIC BUTTERFLY VALVE WITH 12"

FL x MJ ADAPTER, AND 12" MJ LONG SLEEVE

INSTALL 24" C900 PVC

CONNECT TO EXISTING 12" IRR WITH 24" x 12" FL REDUCER, 12" DOUBLE ECCENTRIC FL x FL BUTTERFLY VALVE WITH 12" FL x MJ ADAPTER, AND 12" MJ LONG SLEEVE

INSTALL 24" FL x MJ ADAPTER

APWA

TRENCH DETAIL

(TYP)

DT-01

CULINARY WATER

LATERAL LOOP

(TYP)

DT-01

CONNECT TO EXISTING 6" IRR WITH 24" x 6" MJ x FL TEE, 6" FL x MJ GATE VALVE, AND

6" MJ LONG SLEEVE

DT-01

CONNECT TO EXISTING 6" IRR

WITH 24" x 6" MJ x FL TEE

SEE PLAN VIEW FOR ADDITIONAL NOTES

DT-01

INSTALL 24" FL TEE

DT-01

INSTALL 24" FL TEE

SEE PLAN VIEW FOR

ADDITIONAL NOTES

EXISTING

12" IRR LINE

DT-02

PI CONNECTION

(TYP)

COORDINATE GAS RELOCATION

WITH ENBRIDGE AS NEEDED

DT-02

PI CONNECTION

(TYP)

DT-02

PI CONNECTION

(TYP)

DT-02

PI CONNECTION

(TYP)

DT-01

CULINARY WATER

LATERAL LOOP

(TYP)

DT-01

CULINARY WATER

LATERAL LOOP

(TYP)

DT-01

CULINARY WATER

LATERAL LOOP

(TYP)

APWA

FIELD VERIFY, LOOP IF NEEDED

PER ALTERNATE BID ITEM

APWA

FIELD VERIFY, LOOP IF NEEDED

PER ALTERNATE BID ITEM

GRADUAL LOWERING AND RAISING

OF PIPE WITHOUT FITTINGS,

MINIMUM BENDING RADIUS AND

MAXIMUM JOINT DEFLECTION

ACCORDING TO MANUFACTURER'S

RECOMMENDATION.

REMOVE EXISTING 12" LINE

AND INSTALL 24" C900 PVC

DT-02

UTILITY CONFLICT

DT-01

INSTALL 24" FL x FL DOUBLE

ECCENTRIC BUTTERFLY VALVE

SEE PLAN VIEW FOR ADDITIONAL NOTES

Q

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lis aj

DESIGN:REVISIONS

2162 West Grove Parkway, Suite 100, Pleasant Grove, UT 84062 801-763-5100 www.horrocksengineers.com

OF

SCALE

REV DATE BY DESCRIPTION

HORIZONTAL: VERTICAL:

SHEET NO:

SHEET:

PROJECT:

IF THIS BAR DOES NOT MEASURE 1"

THEN DRAWING IS NOT TO SCALE

0 1/2 1

DRAWN:

CHECK:

DATE:

DT-02

UTILITY CONFLICT

LOWER STORM DRAIN

AS NEEDED WITH

MINIMUM 1' CLEARANCE

DT-01

CONNECT TO EXISTING 12" IRR WITH 24" x 12" MJ x FL REDUCER, 12" FL x FL DOUBLE ECCENTRIC BUTTERFLY VALVE WITH 12" FL x MJ ADAPTER, AND 12" MJ LONG SLEEVE

DT-01

INSTALL 24" FL x FL DOUBLE

ECCENTRIC BUTTERFLY VALVE

WITH 24" FL x MJ ADAPTER

DT-03

CURB FACE DROP INLET BOX

LOWER SOUTH END OF 18" STORM DRAIN PIPE

TO GO BELOW NEW PI LINE WHILE

MAINTAINING 0.5% SLOPE TOWARDS

JUNCTION MANHOLE, REMOVE AND REPLACE

CURB INLET BOX

NOTES:

1. THRUST BLOCK AND MEGALUG ALL FITTINGS.

2. CONTRACTOR REQUIRED TO POTHOLE AHEAD OF

EXCAVATION TO IDENTIFY AND VERIFY ALL UTILITY

CONFLICTS INCLUDING THEIR LOCATION, ELEVATIONS,

AND SIZES.

3. CONTRACTOR REQUIRED TO POTHOLE ALL PRESSURIZED

IRRIGATION LATERALS AHEAD OF EXCAVATION. DURING

CONSTRUCTION, DISCONNECT LATERALS AND PRESERVE

AND PROTECT. THIS LATERAL PIPING WILL BE REUSED

AND RECONNECTED AT ALL PRESSURIZED IRRIGATION

CONNECTIONS. ANY LATERALS DAMAGED DURING

CONSTRUCTION ARE REQUIRED TO BE REPLACED FROM

MAIN LINE TO METER.

4. GRADUALLY LOWER AND RAISE ELEVATION OF

PRESSURIZED IRRIGATION LINE WHERE POSSIBLE TO

MINIMIZE LOOPING.

AREA(IN^2)

0.9 1.6

0.4 1.8 3.2

0.8

11.25

3.6 6.5

1.6 6.7 12.0

3.0

45 22.5

4.8 8.5

2.1 4.8 8.5

2.1

DEAD END 90DIA.

28.26 50.24

12.56

TEE

5.0

2.5 3.6

9.9

7.3 5.1

6.5

10.1

13.0

20.2

19.9

10.1 14.6

36.6

18.7 26.9

40.5

25.9

107.6 74.7

47.8 26.0

13.2 19.1

26.0

13.2 19.1

76.3 53.0

33.9

76.3

33.9

53.0

153.86

78.50 113.04

452.16

200.96

314.00

8.216.432.860.542.942.9254.3418

22.845.591.2168.1119.2119.2706.5030 32.865.6131.3242.1171.7171.71017.3636

42 44.689.3178.8329.5233.7233.71384.74

58.4 14.629.1

1'-0"

NOTES:

1. ALL THRUST BLOCK BEARING FACES SHALL BE

POURED AGAINST UNDISTURBED SOIL OR

APPROVED COMPACTED BACKFILL.

2. CONCRETE SHALL BE CLASS 6.0-B-3000.

3. ALL THRUST BLOCK SIDES SHALL BE FORMED.

4. CALCULATED ON 225 LB TEST PRESSURE,

ALLOWABLE BEARING PRESSURE OF 2000 LB

PER SQ FT, AND SAFETY FACTOR OF 1.5.

5. IN POORER SOILS SPECIAL DESIGN IS

REQUIRED.

TEE 90° BEND BEND REDUCTION

REDUCTION

45° M

AX

ANCHOR REQ'D FOR

VALVES 12" OR LARGER

90° BEND 90° BEND DEAD END TYPICAL SECTION

THRU THRUST BLOCK

TEST PRESSURE: 225 PSI

SOIL BEARING: 2000 PSF

SAFETY FACTOR: 1.5

THRUST BLOCK BEARING AREA IN S.F.

THRUST BLOCK

GENERAL CONDITIONS

NTS

NOTES:

1. FOR MATERIAL TYPES, FOLLOW

ALPINE CITY STANDARDS.

CULINARY WATER LATERAL LOOP

NTS

EXISTING

CULINARY

WATER

LATERAL LINE

EXISTING

CULINARY

WATER LINE

EXISTING LINE TO

BE REMOVED

UTILITY

GROUND

SURFACE

6"

CONNECT TO EXISTING CULINARY

LATERAL LINE WITH COMPRESSION

FITTING. ANY COMPRESSION

FITTINGS ON PE PIPE SHALL

INCLUDE LINER PER CITY

STANDARDS.

INSTALL NEW CTS PEP WITH

14 GAUGE TRACER WIRE

CONNECT TO EXISTING CULINARY

LATERAL LINE WITH COMPRESSION

FITTING. ANY COMPRESSION

FITTINGS ON PE PIPE SHALL

INCLUDE LINER PER CITY

STANDARDS.

Q

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C ny n C rs t_

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/2

:2

PM

lis aj

DESIGN:REVISIONS

2162 West Grove Parkway, Suite 100, Pleasant Grove, UT 84062 801-763-5100 www.horrocksengineers.com

OF

SCALE

REV DATE BY DESCRIPTION

HORIZONTAL: VERTICAL:

SHEET NO:

SHEET:

PROJECT:

IF THIS BAR DOES NOT MEASURE 1"

THEN DRAWING IS NOT TO SCALE

0 1/2 1

DRAWN:

CHECK:

DATE:

CANYON CREST PRESSURIZED IRRIGATION REPLACEMENT

DETAILS

AMG

LAJ

JES

UT-0014-24

10 12

DT-0109/2025

SA

D

D

LE

R O

M

AC

2N

S

Q

\U T-

-2

Al pi ne G en . E ng . 2

4\

!C an yo n

C re st W at er lin e\

Pr oj ec t D at a\

Sh ee t_ Fi le s\

C

AD

\U T-

-2 4_

C ny n C rs t_

D

ET

AI

LS

.d w g

- D

T-

9/

/2

:2

PM

lis aj

DESIGN:REVISIONS

2162 West Grove Parkway, Suite 100, Pleasant Grove, UT 84062 801-763-5100 www.horrocksengineers.com

OF

SCALE

REV DATE BY DESCRIPTION

HORIZONTAL: VERTICAL:

SHEET NO:

SHEET:

PROJECT:

IF THIS BAR DOES NOT MEASURE 1"

THEN DRAWING IS NOT TO SCALE

0 1/2 1

DRAWN:

CHECK:

DATE:

CANYON CREST PRESSURIZED IRRIGATION REPLACEMENT

DETAILS

AMG

LAJ

JES

UT-0014-24

11 12

DT-0209/2025

\U T-

-2

Al pi ne G en . E ng . 2

4\

!C an yo n

C re st W at er lin e\

Pr oj ec t D at a\

Sh ee t_ Fi le s\

C

AD

\U T-

-2 4_

C ny n C rs t_

D

ET

AI

LS

.d w g

- D

T-

9/

/2

:2

PM

lis aj

DESIGN:REVISIONS

2162 West Grove Parkway, Suite 100, Pleasant Grove, UT 84062 801-763-5100 www.horrocksengineers.com

OF

SCALE

REV DATE BY DESCRIPTION

HORIZONTAL: VERTICAL:

SHEET NO:

SHEET:

PROJECT:

IF THIS BAR DOES NOT MEASURE 1"

THEN DRAWING IS NOT TO SCALE

0 1/2 1

DRAWN:

CHECK:

DATE:

CANYON CREST PRESSURIZED IRRIGATION REPLACEMENT

DETAILS

AMG

LAJ

JES

UT-0014-24

12 12

DT-0309/2025