2-Final Construction Drawings 2027 Phase III Water Replacement Project.pdf
PDF 12 MB Posted
- Attached to
- 2027 Phase III Water Replacement Project
- Solicitation number
- 27-002
- Issued by
- Utah
About this file
This document comprises the Final Construction Drawings for the 2027 Phase III Water Replacement Project, prepared by the City of Orem Engineering Division in Orem, Utah. The project involves comprehensive water infrastructure improvements across Business Park Drive and 680 South, designed by Tacoma Parkinson (October 2026) with project management oversight from John Wirthlin. The scope of work includes installation of approximately 3,560 linear feet of 12-inch DR-18 C900 waterline, 6,300 linear feet of 8-inch waterline, and 600 linear feet of 6-inch DR-18 C900 waterline, along with 53 water service extensions, connections of 16 existing water services to the new main line, installation of 56 new water services, and placement of 33 new fire hydrants. The construction completion date is October 1, 2027. The drawings encompass 11 utility sheets (UT1-UT11), 4 roadway sheets (RW1-RW4), and 6 detail sheets (D1-D6) depicting exact locations of waterlines, valves, fire hydrants, meter installations, and associated infrastructure modifications including curb and gutter work and asphalt restoration.
The contractor bears responsibility for survey staking within the City's "OREM97" survey datum, utility potholing and location verification, Storm Water Pollution Prevention Plan (SWPPP) development and submission for approval, and maintenance of driveway access during construction. Specifications require all metallic fittings be wrapped in wax tape, with contractor responsibility for greasing, priming, installing profiling mastic, plastic wrap, and tape wrapping of all bolts, nuts, and fittings. High groundwater conditions are anticipated with minimal trench dewatering planned; however, major groundwater requiring well points will be addressed through change order. Field adjustments to waterline locations may be necessary to avoid existing utilities with no price adjustment for incidental changes. Additional requirements include raising all manhole covers and water valves within permanent asphalt patches with concrete collars flush to the new surface, protecting section corners during construction at contractor expense if damaged, and coordinating gas line looping with Dominion Energy (contact: Manny Torres, 801-376-8798) once the project is awarded and two weeks prior to work requiring such looping.
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Text version
PROJECT VICINITY MAP SYMBOLS DRAWING INDEX
LOCATION MAP
ABBREVIATIONS
CITY OF OREM
ENGINEERING DIVISION
COMMUNITY DEVELOPMENT
OREM, UT 84057
56 NORTH STATE ST
(801) 229-7107
APPROVAL CITY ENGINEER
APPROVAL COMMUNITY DEVELOPMENT DIRECTOR
DESIGN: TACOMA PARKINSON
DATE: OCT 2026
2000 NORTH
1600 NORTH
1200 NORTH
800 NORTH
400 NORTH
CENTER ST
400 SOUTH
800 SOUTH
1200 SOUTH
1600 SOUTH
2000 SOUTH
W
ES
T
W
ES
T
W
ES
T
W
ES
T
M
AI
N S
T
EA
ST
EA
ST
E
AS
T
GENERAL INFORMATION
PROJECT NUMBER: 27-002
SHEET
TITLENUMBER
TITLE SHEET1
GENERAL INFO AND LOCATION MAP2
UT10-UT11
IRR IRRIGATION
OC ON CENTER
OUTSIDE DIAMETEROD
LIP OF GUTTER
NOT IN CONTRACT
NOT TO SCALE
NIC
NTS
LG
MH MANHOLE
SIDEWALK
TOP OF WALK
TOP OF CONCRETE
TELEPHONE
EOA EDGE OF ASPHALT
END VERTICAL CURVE
FIRE HYDRANT
INSIDE DIAMETER
G
ID
GAS
EVC
FL
FH
FLOW LINE
CONTROL POINT
DUCTILE IRON
END CURB RETURN
EL
ECR
EC END CURVE
ELEVATION
CP
CTV
DI
CABLE TV
TW
W
TYP
WATER
TYPICAL
SW
TC
T
ENGINEERING STATION
POINT OF TANGENCY
POINT ON CURVE
POINT OF INTERSECTION
POLYVINYL CHLORIDE
RIGHT OF WAY
STORM DRAIN
SANITARY SEWER
POINT OF CURVATURE
POLE, POWER
CURB & GUTTER
BEGIN VERTICAL CURVE
CORRUGATED METAL PIPE
CG
CONC
CI
CO
CMP
CAST IRON
CLEANOUT
CONCRETE
BVC
CB
BM BENCH MARK
CATCH BASIN
R/W
SS
SD
STA
PT
PVC
PRV
ASPHALT CONCRETE
BEGIN CURVE
BEGIN CURB RETURN
AC
.BCR
BC
P
POC
PI
PC
S S
EXISTING CATCH BASIN
EXISTING CLEANOUT
EXISTING MANHOLE
EXISTING PRESSURE REDUCER
EXISTING SUMP
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
NEW CATCH BASIN
NEW CLEANOUT
NEW MANHOLE
NEW PRESSURE REDUCER
NEW SUMP
NEW WATER METER
NEW FIRE HYDRANT
NEW WATER VALVE
NEW WATER CROSS
NEW WATER TEE
NEW WATER ELBOW
NEW WATER SLEEVE
NEW WATER REDUCER
NEW WATER PLUG
NEW STREETLIGHTEXISTING STREETLIGHT
EXISTING POLE
EXISTING POLE WITH ANCHOR
SECTION CORNER
CONTROL POINT
SIGN
CONIFEROUS TREE DECIDUOUS TREE
CURB, GUTTER & SIDEWALKCG&SW
ROAD CENTERLINERCL
PRESSURE REDUCING VALVE
EXISTING UTILITIES NEW UTILITIES
INVERT ELEVATIONINV
HDPE
REINFORCED CONCRETE PIPERCP
CL CENTERLINE
FO FIBER OPTIC
HIGH-DENSITY POLYETHYLENE
DESIGN ENGINEER TACOMA PARKINSON 229-7314
PROJECT MANAGER JOHN WIRTHLIN 229-7336
SEWER RYAN JOHNSON 229-7481
WATER QUINN FENTON 229-7546
STORM DRAIN RICK SABEY 229-7545
STREETS BILL PETERSON 229-7512
STREET LIGHTS SHAUN BRIDGES 229-7512
SIGNS TRENT MALLINSON 229-7584
TRAFFIC CONTROL TACOMA PARKINSON 229-7314
SWPPP RYAN CASPER 229-7573
CONTACTS
GENERAL NOTES
TOP OF ASPHALTTA
UT1-UT9
680 SOUTH WATERLINE SHEETS
BUSINESS PARK DR WATERLINE SHEETS
ANGLE POINTAP
2027 PHASE III WATER REPLACEMENT
PROJECT
- BUSINESS PARK DR & 680 SOUTH -
1. THE CONTRACTOR IS TO READ AND UNDERSTAND THE M&P SPECIAL
CONDITIONS LOCATED IN THE SPECIFICATIONS. EACH LINE ITEM IS
COVERED IN DETAIL WITH EXTRA INFORMATION THAT MAY NOT BE FOUND
ON THE PLANS. THE CONSTRUCTION COMPLETION DATE IS OCTOBER 1,
2027.
2. UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS
RESPONSIBLE TO POTHOLE, LOCATE AND PROTECT ALL EXISTING UTILITIES.
THE CONTRACTOR IS RESPONSIBLE TO POTHOLE EXISTING UTILITIES TO
VERIFY ELEVATION AND LOCATION.
3. THE CONSTRUCTION SURVEY STAKING IS TO BE PROVIDED BY THE
CONTRACTOR. ALL SURVEY ACTIVITIES SHALL BE PERFORMED WITHIN THE
CITY'S “OREM97” SURVEY DATUM, UNLESS OTHERWISE NOTED.
4. THE CONTRACTOR IS REQ'D TO DEVELOP AND IMPLEMENT A STORM
WATER POLLUTION PREVENTION PLAN (SWPPP) ACCORDING TO
SPECIFICATION 01 57 00 BEFORE CONSTRUCTION BEGINS. THE SWPPP IS
TO BE SUBMITTED TO THE CITY OF OREM DEVELOPMENT SERVICES FOR
APPROVAL.
5. HIGH GROUNDWATER CONDITIONS MAY EXIST. THE CONTRACTOR
SHOULD PLAN ON MINIMAL TRENCH DEWATERING. IF MAJOR
GROUNDWATER IS ENCOUNTERED AND WELL POINTS ARE REQUIRED,
THEN WELL POINTS WILL BE ADDRESSED WITH A CHANGE ORDER.
6. THIS PROJECT HAS EXISTING UTILITIES THAT ARE NEAR THE LOCATIONS OF
THE PROPOSED CULINARY WATER MAIN. IT MAY BECOME NECESSARY TO
MAKE FIELD ADJUSTMENTS TO THE EXACT LOCATION OF THE LINES TO
AVOID EXISTING UTILITIES. THE CONTRACTOR SHALL MAKE ADJUSTMENTS
WITH THE PROJECT MANAGER AND ENGINEER. NO PRICE ADJUSTMENT
SHALL BE MADE FOR INCIDENTAL CHANGES.
7. THE CONTRACTOR IS REQ'D TO MAINTAIN DRIVEWAY PARKING ACCESS TO
ALL APARTMENT BUILDINGS, BUSINESSES, HOMES, ETC. DURING
CONSTRUCTION. STEEL PLATES ARE REQ'D WHILE THE NEW CONCRETE
CURES FOR THE CURB, GUTTER, AND SIDEWALK FOR ANY DRIVEWAY
ENTRANCES AFFECTED.
8. THE CONTRACTOR IS RESPONSIBLE TO SURVEY AND LOCATE ALL MANHOLE
COVERS AND WATER VALVES THAT ARE WITHIN THE PERMANENT
ASPHALT PATCH. ALL MANHOLES AND WATER VALVES ARE TO BE RAISED
BY THE CONTRACTOR WITH CONCRETE COLLARS TO BE FLUSH WITH THE
NEW ASPHALT SURFACE.
9. WHENEVER FEASIBLY POSSIBLE THE CONTRACTOR IS REQUIRED TO HAVE
ALL ASPHALT JOINTS PLACED AT THE STRIPING LOCATIONS AND NOT IN
THE WHEEL PATH LOCATIONS.
10. ALL SECTIONS CORNERS MUST BE PROTECTED DURING THE
CONSTRUCTION PROCESS. ANY DAMAGED OR DISTURBED SECTION
CORNERS MUST BE RE-SURVEYED AT THE CONTRACTORS EXPENSE AND
VERIFIED WITH THE CITY SURVEYOR.
11. ROAD CLOSURES WILL ONLY BE ALLOWED WITH APPROVAL FROM THE CITY
ENGINEER. FOR ANY ROAD CLOSURES CONTRACTOR MUST NOTIFY PUBLIC
SAFETY, WASTE MANAGEMENT, POST OFFICE, ANY SCHOOL DISTRICTS
AFFECTED, AND UTA.
12. CONTACT MANNY TORRES AT 801-376-8798 OR
MANNY.TORRES@DOMINIONENERGY.COM TO HAVE GAS LINES LOOPED.
NOTIFY ENBRIDGE OF LOOPING NEEDS ONCE PROJECT HAS BEEN
AWARDED AND 2 WEEKS PRIOR TO START
EXISTING STRUCTURE
OR FACILITY
PROJECT
AREAS
BUSINESS PARK DRIVE AREA
W
W
W
BUSINESS PARK DRIVE
W
W
W
GE
NEV
A
RD
680 SOUTH AREA
S
W
W
W
D1-D6 DETAIL SHEETS
RW1-RW4 BUSINESS PARK DR ROADWAY SHEETS
I-1
680 S
600 S
W
W in
W 12in W 12in W 12inW 12in W 12in W 12in W 12in W 12in W 12inW 12in
W W
SD 12in SD 12in
SD 12in SD 12in
SD
2i n
SD
2i n
SD 10inSD 10in SD 10in SD 10in SD 10in SD 10in
SD 10in
SD 10in
SS
in
SS 8in SS 8in SS 8in SS 8in
SS 10in SS 10in SS 10in SS 10in SS 10in
SS
5i n
SS 15in SS 15in SS 15in SS 15in SS 15in
SS SS
P
P P
PP
P P P P P P P P P P P P P P P
P P P P P P
P
P
P P P P P P P G G G G G G G G G G G G G G
FO
FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO
FO
FO
FO
FO FO FO FO FO FO FO
FO FO FO FO FO FO FO
FO
FO
FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO
FO FO FO FO FO FO FO
FO FO FO FO FO FO FO
FO FO FO FO FO FO FO
FH ASSEMBLY
5' OF 6" DR-18 C900 WATERLINE
6" 45° BEND
6" 45° BEND
6" SLEEVE
W
64' OF 12" DR-18 C900 WATERLINE
12" BUTTERFLY VALVE
5' OF 4" DR-18 C900 WATERLINE
4" 45° BEND4" 45° BEND
4" SLEEVE
13' OF 4" DR-18 C900 WATERLINE
4" GATE VALVE
38' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
W
41' OF 6" DR-18 C900 WATERLINE
W W W W W W
266' OF 12" DR-18 C900 WATERLINE
31' OF 12" DR-18 C900 WATERLINE
12" X 4" TEE
12" X 6" TEE
W W W W W
202' OF 12" DR-18 C900 WATERLINE12" X 6" TEE
6" GATE VALVE
BUSINESS PARK DR
REMOVE & DISPOSE OF EXISTING WATER
METER, & CONNECT NEW WATER SERVICE
TO EXISTING WATER SERVICE
4 4
2 5
KILIO INTERNATIONAL
BLENDTEC INC.
SEE SHEETS RW1-RW4 FOR BUSINESS
PARK DR ASPHALT TREATMENT
M
AT
C H
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M
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- U T2
T O
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W in
W 12in W 12in W 12in W 12in W 12in W 12in W 12in W 12in
SD
2i n
SD
2in
SD 15in SD 15in SD 15in SD 15in SD 15in SD 15in
SD
5i n
SD
5i n
SS
in
SS
in
SS 15in SS 15in SS 15in SS 15in SS 15in SS 15in SS 15in SS 15in
SS 15in SS 15in SS 15in
SS
SS
SS
P
P
P
P
P P
P P P P P P P
P
P P P P
P P P
G
G
G G G G G G
G
G G G G
FO
W in
FO
FO
FO
FO
FO FO FO FO FO FO FO FO FO FO
FO FO FO FO
FO
FO
FO FO FO
FO
FO
FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO
W W W W W W W
312' OF 8" DR-18 C900 WATERLINE
FH ASSEMBLY
8' OF 8" DR-18 C900 WATERLINE
8" 45° BEND
8" 45° BEND
FH ASSEMBLY
8" X 12" REDUCER
8" 90° BEND
W
67' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
8" SLEEVE
8" GATE VALVE
6" GATE VALVE
21' OF 8" DR-18 C900 WATERLINE
8" X 6" TEE
13' OF 6" DR-18 C900 WATERLINE
W W
99' OF 12" DR-18 C900 WATERLINE
12" X 8" TEE
W
12" X 6" TEE
BUSINESS PARK DR
W
ES
T
6 5
TRI STAR MANUFACTURING
UTDOT MAINTENANCE SHED
SEE SHEETS RW1-RW4 FOR BUSINESS
PARK DR ASPHALT TREATMENT
M
AT
C H
LI
N
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T1 T
O P
M
AT
C H
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T1 B
TM
10.00'
12.00'
10.00' 10.00'
27' OF 8" DR-18 C900 WATERLINE
8" GATE VALVE
W W
CITY OF OREM
OREM, UT 84057
56 NORTH STATE ST
ENGINEERING DIVISION
COMMUNITY DEVELOPMENT
DESCRIPTIONBYREV DATE
PROJECT # DESIGN DRAWN CHECKED PAGE #
27-002 GTP GTP TLN 3 OF 23
OCT 2026
BUSINESS PARK DR UTILITY SHEET
2027 PHASE III WATER REPLACEMENT PROJECT
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UT1
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
MATCHLINE - UT1 TOP
MATCHLINE - UT4 BTM
SHEET NOTES:
1. ALL METALLIC FITTINGS NEED TO BE WRAPPED
IN WAX TAPE INCLUDING BENDS, TEES,
CROSSES, SADDLES, REDUCERS, ETC.
CONTRACTOR SHALL GREASE/PRIME ALL
BOLTS, NUTS, FITTINGS, ETC., INSTALL
PROFILING MASTIC WHERE NEEDED TO
ELIMINATE VOIDS, INSTALL WAX TAPE, INSTALL
PLASTIC WRAP, AND TAPE WRAP.
2. CONTRACTOR SHALL PRESERVE AND PROTECT
ALL EXISTING TREES WITHIN THE WORK AREA
WHEREVER POSSIBLE. IF SITE CONFLICTS
REQUIRE THE REMOVAL OR HEAVY PRUNING
OF ANY EXISTING TREE THE CONTRACTOR
MUST HAVE APPROVAL FROM THE PROJECT
MANAGER.
HATCH LEGEND:
WATERLINE TEE PATCH 6" THICK
ASPHALT (1
2" PG 58-28)
WATERLINE TEE PATCH 4" THICK
ASPHALT (1
2" PG 58-28)
1 12" EDGE MILL WITH 2" OVERLAY (1
2"
PG 64-34)
3" TRAVEL LANE PROFILE MILL (1
2" PG
58-28)
4" CONCRETE FLATWORK OVER 4"
UTBC
LANDSCAPE & IRRIGATION
RESTORATION
UDOT ROW SEE NOTE 3 FOR
ASPHALT & FILL SPECIFICATIONS
NOTE LEGEND:
REMOVE & ABANDON EXISTING FH ASSEMBLY
CONNECT TO EXISTING WATER SERVICE
EXTEND EXISTING WATER SERVICE
NEW WATER SERVICE
ABANDON EXISTING WATER VALVE
ABANDON EXISTING WATER LINE
REMOVE & REPLACE CURB & GUTTER
REMOVE & REPLACE NEW CROSS GUTTER
REMOVE & REPLACE CURB, GUTTER & SIDEWALK
ADJUST MANHOLE TO FINISHED GRADE
ADJUST VALVE TO FINISHED GRADE
PLUG & CAP EXISTING ABANDONED WATERLINE
in
W 12in W
12in W
12in W 12in W 12in W 12in W 12in W 12in W 12in
W 8in
SD
0i n
SD
0i n
SD 10in
SD
SS
in
SS
in
SS 8in SS 8in SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in
SS
SS
SS
SS
SS
PP
P P
P
P P
P P P P
P P P P P P
P
P P P P P P P P P P P
P P P
G
G G G G G G G G G G G
G
G G
G G
G G G G G G G G G G G G G
G
FO
FO FO FO
FO
FO FO FO FO FO FO FO FO
FO
FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO
FO
FO
FO
FO FO FO FO
FO
FO FO FO FO FO FO FO FO FO FO
FO
FO
FO
FO
FO
FO FO FO FO FO FO FO FO FO FO FO
SS
in
SS
in
FO FO FO FO FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO
P
P
P P P P P P P P P P P
W W
350' OF 8" DR-18 C900 WATERLINE
5' OF 6" DR-18 C900 WATERLINE
6" 45° BEND
6" 45° BEND
6" SLEEVE
6" GATE VALVE
14' OF 6" DR-18 C900 WATERLINE
13' OF 4" DR-18 C900 WATERLINE
4" 45° BEND
4" 45° BEND
4" SLEEVE
40' OF 6" DR-18 C900 WATERLINE
FH ASSEMBLY
FH ASSEMBLY
6" GATE VALVE
W
42' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
W W
58' OF 12" DR-18 C900 WATERLINE
12" X 6" TEE
36' OF 12" DR-18 C900 WATERLINE
W W
106' OF 12" DR-18 C900 WATERLINE
12" X 6" TEE
8" GATE VALVE
12" X 8" TEE
W W W W W
224' OF 12" DR-18 C900 WATERLINE
12" X 4" TEE
W W
102' OF 12" DR-18 C900 WATERLINE
12" X 6" TEE
BUSINESS PARK DR
W
ES
T
NEW 4" WATER METER VAULT & ASSEMBLY.
SEE DETAILS I & K ON SHEET D3
US SYNTHETIC
SEE SHEETS RW1-RW4 FOR BUSINESS
PARK DR ASPHALT TREATMENT
M
AT
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T1 B
TM
M
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MATCHLINE - UT2 TOP
MATCHLINE - UT7 TOP
LOOP 2" GAS LINE SEE NOTE 3.
REMOVE EXISTING WATER
METER VAULT & ASSEMBLY.
12.00'
14' OF 4" DR-18 C900 WATERLINE
4" GATE VALVE
W in
W 12in
W 12in
W 12in W 12in W 12in W 12in W 12in W 12in W 12in W 12in
W in W in
W W
SD 12in
SD 12in
SD 12in
SD
2i n
SD
2i n
SD 10in
SD
in
SD 4in
SD 4in SD 4in
SD
in
SD
in
SD 8in SD 8in SD 8in SD 8in SD 8in
SD 8inSD 8in
SD
SS
in
SS
in
SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in
SS
SS SS SS
P
PP
P
P P P
P P P P P P P P P P P P P P
P P P P
P
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P P P P P P P P P P P P P P
12' OF 6" DR-18 C900 WATERLINE
6" 45° BEND
6" 45° BEND
6" SLEEVE
8' OF 6" DR-18 C900 WATERLINE
6" 45° BEND
6" 45° BEND
6" SLEEVE
6' OF 6" DR-18 C900 WATERLINE
6" 45° BEND
6" 45° BEND
6" SLEEVE
W W
152' OF 12" DR-18 C900 WATERLINE
12" BUTTERFLY VALVE
40' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
W W
W
W
41' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
14' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
408' OF 8" DR-18 C900 WATERLINE
FH ASSEMBLY
12" BUTTERFLY VALVE
3' OF 12" DR-18 C900 WATERLINE
12" BUTTERFLY VALVE
W
12" X 12" TEE
W W W W
178' OF 12" DR-18 C900 WATERLINE
12" X 6" TEE
W
75' OF 12" DR-18 C900 WATERLINE
8" GATE VALVE
12" X 8" TEE
W
73' OF 12" DR-18 C900 WATERLINE
6" GATE VALVE
12" X 6" TEE
W
41' OF 12" DR-18 C900 WATERLINE
12" X 6" TEE
W W W W
250' OF 12" DR-18 C900 WATERLINE
12" X 6" TEE
40' OF 6" DR-18 C900 WATERLINE
BUSINESS PARK DR
W
ES
T
5 3
5 1
7 7
FORTIS SOLUTIONS GROUP
FERGUSON PLUMBING SUPPLY
SEE SHEETS RW1-RW4 FOR BUSINESS
PARK DR ASPHALT TREATMENT
12 12
W
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12.00'
10.00'
10.00'
CITY OF OREM
OREM, UT 84057
56 NORTH STATE ST
ENGINEERING DIVISION
COMMUNITY DEVELOPMENT
DESCRIPTIONBYREV DATE
PROJECT # DESIGN DRAWN CHECKED PAGE #
27-002 GTP GTP TLN 4 OF 23
OCT 2026
BUSINESS PARK DR UTILITY SHEET
2027 PHASE III WATER REPLACEMENT PROJECT
Z:
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UT24020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 M
AT
C H
LI
N
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- U
T2 T
O P
M
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C H
LI
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MATCHLINE - UT 2 TOP
MATCHLINE - UT 5 BTM
MATCHLINE - UT7 BTM
MATCHLINE - UT2 BTM
M
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T2 T
O P
M
AT
C H
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T2 B
TM
SHEET NOTES:
1. ALL METALLIC FITTINGS NEED TO BE WRAPPED
IN WAX TAPE INCLUDING BENDS, TEES,
CROSSES, SADDLES, REDUCERS, ETC.
CONTRACTOR SHALL GREASE/PRIME ALL
BOLTS, NUTS, FITTINGS, ETC., INSTALL
PROFILING MASTIC WHERE NEEDED TO
ELIMINATE VOIDS, INSTALL WAX TAPE, INSTALL
PLASTIC WRAP, AND TAPE WRAP.
2. CONTRACTOR SHALL PRESERVE AND PROTECT
ALL EXISTING TREES WITHIN THE WORK AREA
WHEREVER POSSIBLE. IF SITE CONFLICTS
REQUIRE THE REMOVAL OR HEAVY PRUNING
OF ANY EXISTING TREE THE CONTRACTOR
MUST HAVE APPROVAL FROM THE PROJECT
MANAGER.
3. CONTACT MANNY TORRES AT 801-376-8798 OR
MANNY.TORRES@DOMINIONENERGY.COM TO
HAVE GAS LINE LOOPED. NOTIFY ENBRIDGE OF
LOOPING NEEDS ONCE PROJECT HAS BEEN
AWARDED AND AGAIN 2 WEEKS PRIOR TO
WORK THAT REQUIRES LOOP.
HATCH LEGEND:
WATERLINE TEE PATCH 6" THICK
ASPHALT (1
2" PG 58-28)
WATERLINE TEE PATCH 4" THICK
ASPHALT (1
2" PG 58-28)
1 12" EDGE MILL WITH 2" OVERLAY (1
2"
PG 64-34)
3" TRAVEL LANE PROFILE MILL (1
2" PG
58-28)
4" CONCRETE FLATWORK OVER 4"
UTBC
LANDSCAPE & IRRIGATION
RESTORATION
UDOT ROW SEE NOTE 3 FOR
ASPHALT & FILL SPECIFICATIONS
NOTE LEGEND:
REMOVE & ABANDON EXISTING FH ASSEMBLY
CONNECT TO EXISTING WATER SERVICE
EXTEND EXISTING WATER SERVICE
NEW WATER SERVICE
ABANDON EXISTING WATER VALVE
ABANDON EXISTING WATER LINE
REMOVE & REPLACE CURB & GUTTER
REMOVE & REPLACE NEW CROSS GUTTER
REMOVE & REPLACE CURB, GUTTER & SIDEWALK
ADJUST MANHOLE TO FINISHED GRADE
ADJUST VALVE TO FINISHED GRADE
PLUG & CAP EXISTING ABANDONED WATERLINE
2i n
W
2i n
W 12in W 12in W 12in W 12in
W
2i n
W 12in W 12in W 12in W 12in W 12in
W
W W
SD
2i n
SD
2i n
SD 12in SD 12in SD 12in
SD 10in
SD
8i n
SD
8i n
SD 18in SD 18in SD 18in SD 18inSD 21in SD 21in SD 21in
SD
4i n
SD
4i n
SD
in
SD
in
SD 8in SD 8in SD 8in SD 8in
SD 8in
SD 8in SD 8in SD 8in
SD 8in
SD 8in
SD
SS
in
SS
in
SS 8in SS 8in SS 8in SS 8in
SS 8in
SS
in
SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in
SS
SS
PP PP
P P P P
P P P P P P P P P P P P P P G G G G G G G G G
G G G G G
G G
G
G G G G G G G G G G
G G G G
FO FO FO
FO
FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO
P P
P P P P P P
P
FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO
P P P P P P P P P P P P P P
6" 45° BEND
6" 45° BEND
6" SLEEVE
FH ASSEMBLY
12" 45° BEND
12" 45° BEND
W
6" GATE VALVE W
W
12" SLEEVE
12" BUTTERFLY VALVE
3' OF 6" DR-18 C900 WATERLINE
5' OF 12" DR-18 C900 WATERLINE
43' OF 6" DR-18 C900 WATERLINE
32' OF 6" DR-18 C900 WATERLINE
2' OF 12" DR-18 C900 WATERLINE
276' OF 8" DR-18 C900 WATERLINE
33' OF 12" DR-18 C900 WATERLINE
12" BUTTERFLY VALVE
13' OF 12" DR-18 C900 WATERLINE
12" 45° BEND
6' OF 12" DR-18 C900 WATERLINE
12" 45° BEND
W W W
15' OF 12" DR-18 C900 WATERLINE
W W W W
193' OF 12" DR-18 C900 WATERLINE
12" X 6" TEE 12" X 8" TEE
8" GATE VALVE
6" GATE VALVE
12" X 6" TEE
W W W W
12" X 12" TEE
240' OF 12" DR-18 C900 WATERLINE
BUSINESS PARK DR
W
ES
TREMOVE & DISPOSE OF EXISTING WATER METER,
& CONNECT TO EXISTING WATER SERVICE
INSTALL NEW WATER METER & CONNECT TO
EXISTING WATER SERVICE
6 5
7 7
ECHO PARK PAPER CO
UVU PRINTING SERVICES
PEAK FITNESS
SEE SHEETS RW1-RW4 FOR BUSINESS
PARK DR ASPHALT TREATMENT
M
AT
C H
LI
N
E
- U
T2 B
TM
M
AT
C
H
LI
N E
- U T3
T O
P
M
AT
C H
LI
N
E
- U
T3 T
O P
M
AT
C H
LI
N
E
- U
T3 B
TM
12.00' 14.00'
10.00'
W in
W in
W in
W 8in
W 8in
W in W in
W 12in
W 12in
W 12in
W 12in
W 12in W 12in W 12in
W W
SD
12in
SD 12in
SD 12in
SD 12in SD 12in
SD
2i n
SD 15in
SD 18in
SD 18in
SD 18in SD 18in
SD 18in
SD 18in SD 18in SD 18in SD 18in
SD 18in
SD
in
SD 6in
SD 8in
SD 8in
SD 8in
SD 8in
SD 8in SD 8in SD 8in SD 8in SD 8in
SS 8in SS 8in
SS
in
SS
in
SS
in
SS 8in SS 8in
SS 8in
SS 8in
SS 8in
SS 8in
SS 10in
SS 10in
SS 10in
SS 10in
SS
SS
P
P
P P
P
P P
P
P
P
P
PP
P
P P P
P
P
P
P
P P P
P P P P
P
P P
P
P
P
P
P
P
G G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G
G
G
G
FO
FO
FO FO FO FO FO FO FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO FO FO FO
FO
FO
FO
FO
FO
FO
FO FO FO
FO
FO FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO
FO
FO
FO
P P P P
G G
G G
G G
G
G
G
G
G
W
62' OF 8" DR-18 C900 WATERLINE
8" 11.25° BEND
8" 45° BEND
26' OF 8" DR-18 C900 WATERLINE
8" 22.5° BEND
7' OF 8" DR-18 C900 WATERLINE
5' OF 8" DR-18 C900 WATERLINE
8" 45° BEND
8" 45° BEND
FH ASSEMBLY
6' OF 6" DR-18 C900 WATERLINE
6" 45° BEND
6" 45° BEND
6" SLEEVE
W
W
W
W
181' OF 12" DR-18 C900 WATERLINE
12" 22.5° BEND
4' OF 12" DR-18 C900 WATERLINE
12" 11.25° BEND
3' OF 8" DR-18 C900 WATERLINE
8" GATE VALVE
8" SLEEVE
6" GATE VALVE
W
47' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
32' OF 6" DR-18 C900 WATERLINE
12" X 8" TEE
8" GATE VALVE
W
W
12" BUTTERFLY VALVE
W
W
W W W
240' OF 12" DR-18 C900 WATERLINE
37' OF 12" DR-18 C900 WATERLINE
12" X 8" TEE
13' OF 12" DR-18 C900 WATERLINE
12" X 6" TEE
31' OF 12" DR-18 C900 WATERLINE
12" X 6" TEE
BUSINESS PARK DR
W
ES
T
REMOVE & DISPOSE OF EXISTING WATER
METER, & CONNECT EXISTING WATER SERVICE
INSTALL NEW WATER METER & CONNECT TO
EXISTING WATER SERVICE
7 7
REDX
MOUNTAINLAND TECHNICAL COLLEGE
SEE SHEETS RW1-RW4 FOR BUSINESS
PARK DR ASPHALT TREATMENT
M
AT
C H
LI
N
E
- U
T3 T
O P
M
AT
C H
LI
N
E
- U
T3 B
TM MAT
CHLIN
E
- U
T3 B
TM
MAT
CHLIN
E
- U
T4 T
OP
M
AT
C H
LI
N
E
- U
T3 B
TM
M
AT
C
H
LI
N E
- U T9
T O
P
14.00'
10.00'
DESCRIPTIONBYREV DATE
PROJECT # DESIGN DRAWN CHECKED PAGE #
27-002 GTP GTP TLN 5 OF 23
OCT 2026
BUSINESS PARK DR UTILITY SHEET
2027 PHASE III WATER REPLACEMENT PROJECT
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 7-
P
HA
SE
II
I W
AT
ER
R
EP
LA
CE
M
EN
T
PR
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JE
CT
\D
ES
IG
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\D W
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BU
IS
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S
PA
RK
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-0
B
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SI
N
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S
PA
RK
D
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M
AP
.D
W G
UT3
CITY OF OREM
OREM, UT 84057
56 NORTH STATE ST
ENGINEERING DIVISION
COMMUNITY DEVELOPMENT
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
MATCHLINE - UT8 TOP
MATCHLINE - UT3 TOP
SHEET NOTES:
1. ALL METALLIC FITTINGS NEED TO BE WRAPPED
IN WAX TAPE INCLUDING BENDS, TEES,
CROSSES, SADDLES, REDUCERS, ETC.
CONTRACTOR SHALL GREASE/PRIME ALL
BOLTS, NUTS, FITTINGS, ETC., INSTALL
PROFILING MASTIC WHERE NEEDED TO
ELIMINATE VOIDS, INSTALL WAX TAPE, INSTALL
PLASTIC WRAP, AND TAPE WRAP.
2. CONTRACTOR SHALL PRESERVE AND PROTECT
ALL EXISTING TREES WITHIN THE WORK AREA
WHEREVER POSSIBLE. IF SITE CONFLICTS
REQUIRE THE REMOVAL OR HEAVY PRUNING
OF ANY EXISTING TREE THE CONTRACTOR
MUST HAVE APPROVAL FROM THE PROJECT
MANAGER.
HATCH LEGEND:
WATERLINE TEE PATCH 6" THICK
ASPHALT (1
2" PG 58-28)
WATERLINE TEE PATCH 4" THICK
ASPHALT (1
2" PG 58-28)
1 12" EDGE MILL WITH 2" OVERLAY (1
2"
PG 64-34)
3" TRAVEL LANE PROFILE MILL (1
2" PG
58-28)
4" CONCRETE FLATWORK OVER 4"
UTBC
LANDSCAPE & IRRIGATION
RESTORATION
UDOT ROW SEE NOTE 3 FOR
ASPHALT & FILL SPECIFICATIONS
NOTE LEGEND:
REMOVE & ABANDON EXISTING FH ASSEMBLY
CONNECT TO EXISTING WATER SERVICE
EXTEND EXISTING WATER SERVICE
NEW WATER SERVICE
ABANDON EXISTING WATER VALVE
ABANDON EXISTING WATER LINE
REMOVE & REPLACE CURB & GUTTER
REMOVE & REPLACE NEW CROSS GUTTER
REMOVE & REPLACE CURB, GUTTER & SIDEWALK
ADJUST MANHOLE TO FINISHED GRADE
ADJUST VALVE TO FINISHED GRADE
PLUG & CAP EXISTING ABANDONED WATERLINE
in
W in
W in
W 12in
W 12in W 12in
W 12in W 12in W 12in
W 12in
W 12in
W
6i n
W
6i n
W 8in
W 8in
W in
SD
12in
SD 18in SD 18in SD 18in SD 18in
SD 18in
SD
8i n
SD
8i n
SD
18in
SD 18in SD 18in
SD 24in
SD
in
SD 6in
SD 8in SD 8in
SD 8in SD 8in
SD 8in
SD 8in
SD 8i n
SD
SD
SD
SD
SS
8i n
SS 8in
SS 8in SS 8in
SS 8in
SS 10in
SS 10in SS
P
P
P
P
P
PP
P
P P
P P P P P P P P
P
G
G G
G G
G G
G G
G G
G
G
G
G G
G G
G G G G G
G G
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
P P
G
G
G
G
G
G G G
G G
G G
G G
G G
G
G
G
G
W
W
W W
W W
166' OF 12" DR-18 C900 WATERLINE
W
64' OF 12" DR-18 C900 WATERLINE
12" X 6" TEE
17' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
W W
W W
W
W
12" X 8" TEE
8" GATE VALVE
62' OF 8" DR-18 C900 WATERLINE
8" 11.25° BEND
FH ASSEMBLY FH ASSEMBLY
12" X 6" TEE
8' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
16" X 12" TEE
9' OF 16" DR-18 C900 WATERLINE
16" BUTTERFLY VALVE
170' OF 12" DR-18 C900 WATERLINE
12" BUTTERFLY VALVE
16" SLEEVE
12" BUTTERFLY VALVE
BUSINESS PARK DR
W
ES
T
REMOVE & DISPOSE OF EXISTING
WATER METER, & CONNECT TO
EXISTING WATER SERVICE
INSTALL NEW WATER METER &
CONNECT TO EXISTING WATER SERVICE
CUT & INSTALL NEW 16" X 12" TEE
3 5
DAVA STUDIOS
BLIP BILLBOARDS
SEE SHEETS RW1-RW4 FOR BUSINESS
PARK DR ASPHALT TREATMENT
SIDEWALK IMPROVEMENTS TO
BE INSTALLED BY OTHERS
SIDEWALK IMPROVEMENTS TO
BE INSTALLED BY OTHERS
COORDINATE WITH PROJECT MANAGER TO VERIFY
WATER METER AND NEW FH DO NOT CONFLICT
WITH LOCATION OF THE FUTURE SIDEWALK
ENSURE NEW FH IS LOCATED
BEHIND FUTURE SIDEWALK
G
EN
EV
A
R O
AD
(U
D O
T)
M
AT
C H
LI
N
E
- U
T3 B
TM
M
AT
C
H
LI
N E
- U T4
T O
P
16" SLEEVE
10.00'
W 8in
W 12in
W 12in
SD 12in
SD 12in
SD 12in SD 12in
SD 12in
SD
15in
SD
15in
SS 8in SS 8in SS 8in SS 8in
SS 8in
SS 8in
SS 15in SS 15in
SS 15in SS 15in
SS
P
P
P
PP
P
PP
P
P
P
P P
G G
G
GG
G
G
W 8in W 8in W 8in
W 8in
FO
FO FO
W W
FH ASSEMBLY
38' OF 6" DR-18 C900 WATERLINE
8" 11.25° BEND
6" X 8" REDUCER
W
8" 90° BEND
FH ASSEMBLY
6" GATE VALVEW
W
W166' OF 8" DR-18 C900 WATERLINE
8" GATE VALVE
8" GATE VALVE
67' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
8" X 6" TEE
1890 WEST
TCG PRECAST
MATCHLINE - UT4 BTM
MATCHLINE - UT5 TOP
10.00'
WWWWW
223' OF 8" DR-18 C900 WATERLINE
8" X 8" TEE
10.00'
DESCRIPTIONBYREV DATE
PROJECT # DESIGN DRAWN CHECKED PAGE #
27-002 GTP GTP TLN 6 OF 23
OCT 2026
BUSINESS PARK DR & 1890 W UTILITY PROJECT
2027 PHASE III WATER REPLACEMENT PROJECT
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 7-
P
HA
SE
II
I W
AT
ER
R
EP
LA
CE
M
EN
T
PR
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JE
CT
\D
ES
IG
N
\D W
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BU
IS
N
ES
S
PA
RK
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-0
B
U
SI
N
ES
S
PA
RK
D
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BA
SE
M
AP
.D
W G
UT4
CITY OF OREM
OREM, UT 84057
56 NORTH STATE ST
ENGINEERING DIVISION
COMMUNITY DEVELOPMENT
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
M
AT
C H
LI
N
E
- U
T1 T
O P
M
AT
C H
LI
N
E
- U
T4 B
TM
SHEET NOTES:
1. ALL METALLIC FITTINGS NEED TO BE WRAPPED
IN WAX TAPE INCLUDING BENDS, TEES,
CROSSES, SADDLES, REDUCERS, ETC.
CONTRACTOR SHALL GREASE/PRIME ALL
BOLTS, NUTS, FITTINGS, ETC., INSTALL
PROFILING MASTIC WHERE NEEDED TO
ELIMINATE VOIDS, INSTALL WAX TAPE, INSTALL
PLASTIC WRAP, AND TAPE WRAP.
2. CONTRACTOR SHALL PRESERVE AND PROTECT
ALL EXISTING TREES WITHIN THE WORK AREA
WHEREVER POSSIBLE. IF SITE CONFLICTS
REQUIRE THE REMOVAL OR HEAVY PRUNING
OF ANY EXISTING TREE THE CONTRACTOR
MUST HAVE APPROVAL FROM THE PROJECT
MANAGER.
3. FOR GENEVA ROAD NIGHT WORK REQ'D. 7"
ASPHALT (OR MATCH EXISTING IF GREATER
THAN 7"), 3' MIN FLOW FILL FROM BOTTOM OF
ASPHALT, T PATCH REQ'D AFTER
CONSTRUCTION, MILL 2" AND OVERLAY TO THE
NEXT LANE LINE WITH 10' ON BOTH SIDES OF
TRENCH. FOR COORDINATION AND OBTAINING
PERMIT, CONTACT DALE FITZHUGH (801)
227-8017.
HATCH LEGEND:
WATERLINE TEE PATCH 6" THICK
ASPHALT (1
2" PG 58-28)
WATERLINE TEE PATCH 4" THICK
ASPHALT (38" PG 58-28)
1 12" EDGE MILL (1
2" PG 64-34) WITH 2"
OVERLAY (1
2" PG 58-28)
3" TRAVEL LANE PROFILE MILL (1
2" PG
64-34)
4" CONCRETE FLATWORK OVER 4"
UTBC
LANDSCAPE & IRRIGATION
RESTORATION
UDOT ROW SEE NOTE 3 FOR
ASPHALT & FILL SPECIFICATIONS
NOTE LEGEND:
REMOVE & ABANDON EXISTING FH ASSEMBLY
CONNECT TO EXISTING WATER SERVICE
EXTEND EXISTING WATER SERVICE
NEW WATER SERVICE
ABANDON EXISTING WATER VALVE
ABANDON EXISTING WATER LINE
REMOVE & REPLACE CURB & GUTTER
REMOVE & REPLACE NEW CROSS GUTTER
REMOVE & REPLACE CURB, GUTTER & SIDEWALK
ADJUST MANHOLE TO FINISHED GRADE
ADJUST VALVE TO FINISHED GRADE
PLUG & CAP EXISTING ABANDONED WATERLINE
in
W 8in
SD
2i n
SD
2i n
SD
5i n
SD
5i n
SD
5i n
SD
5i n
SD
5i n
SS
in
SS 8in
SS 8in
SS 8inP
P
P
G G
G
W 8in
8" 90° BEND
6" X 8" REDUCER
26' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
FH ASSEMBLY
W W W W
38' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
6" X 8" REDUCER
8" 11.25° BEND
8" GATE VALVE 166' OF 8" DR-18 C900 WATERLINE
W
ES
T
3 3
TCG PRECAST
VINTAGE GERMAN MOTORS
M
AT
C H
LI
N
E
- U
T4 B
TM
M
AT
C
H
LI
N E
- U T5
T O
P 10.00'
10.00'
W
W 8in W 8in W 8in W 8in W 8in W 8in
W in
W 8in W 8in
W 8in
W in
W in
W
SD
2i n
SD 12in SD 12in SD 12inSD 12in SD 12in
SD 10in SD 10in SD 10in SD 10in SD 10in SD 10in
SD 10in SD 10in
SD
4in
SD 4in
SD
4in
SD
in
SD 8in
SD 8in
SD
SD
SD
SD
SD
SD
SS
in
SS
in
SS
in
SS 8in
SS 8in
SS 8in
SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in
SS
SS
SS
SS
SS
P
P
P P P P P P
P
P P
G G G G G G G
G G
G G
G
G
G G
G G
FO FO FO
FO FO FO
FO
FO
FO
FOFOFO
W in
W 8in W 8in
W in
W 8in W 8in W 8in
W in
P
P P
P P
PPPPPP
G
G
G
G G
W
W 111' OF 8" DR-18 C900 WATERLINE
WWWWWWW
350' OF 8" DR-18 C900 WATERLINE
8" 90° BEND
29' OF 8" DR-18 C900 WATERLINE
8" 45° BEND
6" 45° BEND
6" X 8" REDUCER
6" SLEEVE
W W
100' OF 8" DR-18 C900 WATERLINE
8" 90° BEND
8" 90° BEND
6" X 8" REDUCER
7' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
FH ASSEMBLY
W W
W W
187' OF 8" DR-18 C900 WATERLINE
8" X 6" TEE
FH ASSEMBLY
15' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
5' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
8" X 8" TEE
W
42' OF 8" DR-18 C900 WATERLINE
8" GATE VALVE
1680 WEST
OPTI-LUBE ADDITIVES
& LUBRICANTS
BLENDTEC INC.
MATCHLINE - UT5 BTM
MATCHLINE - UT6 TOP
10.00'
10.00'
10.00'
10.00'
DESCRIPTIONBYREV DATE
PROJECT # DESIGN DRAWN CHECKED PAGE #
27-002 GTP GTP TLN 7 OF 23
OCT 2026
1890 W & 1680 W UTILITY SHEET
2027 PHASE III WATER REPLACEMENT PROJECT
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 7-
P
HA
SE
II
I W
AT
ER
R
EP
LA
CE
M
EN
T
PR
O
JE
CT
\D
ES
IG
N
\D W
G\
BU
IS
N
ES
S
PA
RK
D R\
-0
B
U
SI
N
ES
S
PA
RK
D
R
BA
SE
M
AP
.D
W G
UT5
CITY OF OREM
OREM, UT 84057
56 NORTH STATE ST
ENGINEERING DIVISION
COMMUNITY DEVELOPMENT
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
M
AT
C H
LI
N
E
- U
T
TO
P
M
AT
C H
LI
N
E
- U
T
BT
M
SHEET NOTES:
1. ALL METALLIC FITTINGS NEED TO BE WRAPPED
IN WAX TAPE INCLUDING BENDS, TEES,
CROSSES, SADDLES, REDUCERS, ETC.
CONTRACTOR SHALL GREASE/PRIME ALL
BOLTS, NUTS, FITTINGS, ETC., INSTALL
PROFILING MASTIC WHERE NEEDED TO
ELIMINATE VOIDS, INSTALL WAX TAPE, INSTALL
PLASTIC WRAP, AND TAPE WRAP.
2. CONTRACTOR SHALL PRESERVE AND PROTECT
ALL EXISTING TREES WITHIN THE WORK AREA
WHEREVER POSSIBLE. IF SITE CONFLICTS
REQUIRE THE REMOVAL OR HEAVY PRUNING
OF ANY EXISTING TREE THE CONTRACTOR
MUST HAVE APPROVAL FROM THE PROJECT
MANAGER.
HATCH LEGEND:
WATERLINE TEE PATCH 6" THICK
ASPHALT (1
2" PG 58-28)
WATERLINE TEE PATCH 4" THICK
ASPHALT (1
2" PG 58-28)
1 12" EDGE MILL WITH 2" OVERLAY (1
2"
PG 64-34)
3" TRAVEL LANE PROFILE MILL (1
2" PG
58-28)
4" CONCRETE FLATWORK OVER 4"
UTBC
LANDSCAPE & IRRIGATION
RESTORATION
UDOT ROW SEE NOTE 3 FOR
ASPHALT & FILL SPECIFICATIONS
NOTE LEGEND:
REMOVE & ABANDON EXISTING FH ASSEMBLY
CONNECT TO EXISTING WATER SERVICE
EXTEND EXISTING WATER SERVICE
NEW WATER SERVICE
ABANDON EXISTING WATER VALVE
ABANDON EXISTING WATER LINE
REMOVE & REPLACE CURB & GUTTER
REMOVE & REPLACE NEW CROSS GUTTER
REMOVE & REPLACE CURB, GUTTER & SIDEWALK
ADJUST MANHOLE TO FINISHED GRADE
ADJUST VALVE TO FINISHED GRADE
PLUG & CAP EXISTING ABANDONED WATERLINE
SD 10in SD 10in
SD 8in
SD 8in
SS
in
SS
in
SS 8in SS 8in SS 8in SS 8in
SS
SSSS
W in
W 8in W 8in W 8in W 8in
W 8in
W 8in W 8in
W 3/4in
W 3/4in
W in
W in
SS
in
SS
in
SS 8in
SS 8in
SS 8in SS 8in
SS
in
SS
in
SS
in
SS
SSSS
SD 10in
G G G G G G G G G
G
G
W
42' OF 8" DR-18 C900 WATERLINE
8" 22.5° BEND
8" 22.5° BEND
W
9' OF 4" DR-18 C900 WATERLINE
4" 45° BEND
4" 45° BEND
9' OF 4" DR-18 C900 WATERLINE
4" GATE VALVE
4" SLEEVE
FH ASSEMBLY
17' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
W W
8" GATE VALVE 14' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
FH ASSEMBLY
W
60' OF 8" DR-18 C900 WATERLINE
W W
97' OF 8" DR-18 C900 WATERLINE
8" X 4" TEE
7' OF 4" DR-18 C900 WATERLINE
4" 45° BEND
4" 45° BEND
9' OF 4" DR-18 C900 WATERLINE
4" GATE VALVE
4" SLEEVE
111' OF 8" DR-18 C900 WATERLINE
39' OF 8" DR-18 C900 WATERLINE
8" 45° BEND
11' OF 8" DR-18 C900 WATERLINE
8" 45° BEND
8" X 6" TEE
5' OF 8" DR-18 C900 WATERLINE
8" X 4" TEE 8" X 6" TEE
187' OF 8" DR-18 C900 WATERLINE
21' OF 8" DR-18 C900 WATERLINE
8" X 8" TEE
W
59' OF 8" DR-18 C900 WATERLINE 8" GATE VALVE
WWWWW
226' OF 8" DR-18 C900 WATERLINE
8" GATE VALVE
WASTACH CABLE
BUCKET WONDERS
MATCHLINE - UT5 BTM
MATCHLINE - UT6 TOP
M
AT
C H
LI
N
E
- U
T6 T
O P
M
AT
C H
LI
N
E
- U
T6 B
TM
10.00'
10.00'
W 8in
W in
W 8in W 8inW 8in W 8in W 8in W 8in W 8in
W in W in
W in
W 8in
W 3/4in
W 3/4in
W in
W
SS 8in SS 8in
SS 8in SS 8in
SS
in
SS
in
SS
in
SS
2i n
SS
2i n
SS
2i n
SS 12in SS 12in SS 12in
SS 12in
SD
8i n
SD 8in
SD
SD
SD
SD
8" 90° BEND
W
5' OF 8" DR-18 C900 WATERLINE
12' OF 6" DR-18 C900 WATERLINE
FH ASSEMBLY
23' OF 8" DR-18 C900 WATERLINE
8" X 6" TEE
14' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
FH ASSEMBLY
4" 45° BEND
4" 45° BEND
4" SLEEVE
W W W
125' OF 8" DR-18 C900 WATERLINE
8" GATE VALVE
FH ASSEMBLY
10' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
13' OF 8" DR-18 C900 WATERLINE
8" 45° BEND
8" 45° BEND
24' OF 8" DR-18 C900 WATERLINE
8" X 6" TEE
W W
102' OF 8" DR-18 C900 WATERLINE
8" X 6" TEE
6" GATE VALVE
97' OF 8" DR-18 C900 WATERLINE
8" X 8" TEE 8" SLEEVE
8" GATE VALVE
6' OF 4" DR-18 C900 WATERLINE
4" X 8" REDUCER
5' OF 4" DR-18 C900 WATERLINE
MEXAN AUTOMATION
LAKESHORE PLASTICS
M
AT
C H
LI
N
E
- U
T6 T
O P
M
AT
C H
LI
N
E
- U
T6 B
TM
10.00'
10.00'
DESCRIPTIONBYREV DATE
PROJECT # DESIGN DRAWN CHECKED PAGE #
27-002 GTP GTP TLN 8 OF 23
OCT 2026
1680 W UTILITY SHEET
2027 PHASE III WATER REPLACEMENT PROJECT
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 7-
P
HA
SE
II
I W
AT
ER
R
EP
LA
CE
M
EN
T
PR
O
JE
CT
\D
ES
IG
N
\D W
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BU
IS
N
ES
S
PA
RK
D R\
-0
B
U
SI
N
ES
S
PA
RK
D
R
BA
SE
M
AP
.D
W G
UT6
CITY OF OREM
OREM, UT 84057
56 NORTH STATE ST
ENGINEERING DIVISION
COMMUNITY DEVELOPMENT
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
SHEET NOTES:
1. ALL METALLIC FITTINGS NEED TO BE WRAPPED
IN WAX TAPE INCLUDING BENDS, TEES,
CROSSES, SADDLES, REDUCERS, ETC.
CONTRACTOR SHALL GREASE/PRIME ALL
BOLTS, NUTS, FITTINGS, ETC., INSTALL
PROFILING MASTIC WHERE NEEDED TO
ELIMINATE VOIDS, INSTALL WAX TAPE, INSTALL
PLASTIC WRAP, AND TAPE WRAP.
2. CONTRACTOR SHALL PRESERVE AND PROTECT
ALL EXISTING TREES WITHIN THE WORK AREA
WHEREVER POSSIBLE. IF SITE CONFLICTS
REQUIRE THE REMOVAL OR HEAVY PRUNING
OF ANY EXISTING TREE THE CONTRACTOR
MUST HAVE APPROVAL FROM THE PROJECT
MANAGER.
HATCH LEGEND:
WATERLINE TEE PATCH 6" THICK
ASPHALT (1
2" PG 58-28)
WATERLINE TEE PATCH 4" THICK
ASPHALT (1
2" PG 58-28)
1 12" EDGE MILL WITH 2" OVERLAY (1
2"
PG 64-34)
3" TRAVEL LANE PROFILE MILL (1
2" PG
58-28)
4" CONCRETE FLATWORK OVER 4"
UTBC
LANDSCAPE & IRRIGATION
RESTORATION
UDOT ROW SEE NOTE 3 FOR
ASPHALT & FILL SPECIFICATIONS
NOTE LEGEND:
REMOVE & ABANDON EXISTING FH ASSEMBLY
CONNECT TO EXISTING WATER SERVICE
EXTEND EXISTING WATER SERVICE
NEW WATER SERVICE
ABANDON EXISTING WATER VALVE
ABANDON EXISTING WATER LINE
REMOVE & REPLACE CURB & GUTTER
REMOVE & REPLACE NEW CROSS GUTTER
REMOVE & REPLACE CURB, GUTTER & SIDEWALK
ADJUST MANHOLE TO FINISHED GRADE
ADJUST VALVE TO FINISHED GRADE
PLUG & CAP EXISTING ABANDONED WATERLINE
in W in
W in W in
W in W in
W 12in W 12in W 12in W 12in W 12in W 12in W 12in W 12in W 12in
SD 12in
SD 12
in
SD 12
in
SD 12in SD 12in SD 12in SD 12in
SD
2i n
SD 12in SD 12in
SD
0i n
SD
SD
SD
SD
SS
in
SS
in
SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in
SS
in
SS
in
SS 8in SS 8in SS 8in
SS
P
P P
P
G G G G G G G G G G G G G G G
FO
SD SD SD SD SD SD SD
G G G G G G G G G G
G G G G G
FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO
SD
SD SD SD SD
SD SD SD SD
25' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
FH ASSEMBLY
11' OF 6" DR-18 C900 WATERLINE
6" 45° BEND
6" 45° BEND
W W
W
135' OF 6" DR-18 C900 WATERLINE
6" SLEEVE
32' OF 6" DR-18 C900 WATERLINE
FH ASSEMBLY
6' OF 12" DR-18 C900 WATERLINE
12" 45° BEND
12" SLEEVE
20' OF 12" DR-18 C900 WATERLINE
6" GATE VALVE
8" X 6" TEE
W W
152' OF 12" DR-18 C900 WATERLINE
3' OF 8" DR-18 C900 WATERLINE
8" 45° BEND
8" 45° BEND
2' OF 8" DR-18 C900 WATERLINE
8" GATE VALVE
8" SLEEVE
4' OF 8" DR-18 C900 WATERLINE
8" 45° BEND
8" 45° BEND
9' OF 8" DR-18 C900 WATERLINE
8" GATE VALVE
8" SLEEVE
12' OF 12" DR-18 C900 WATERLINE
12" BUTTERFLY VALVE
W
75' OF 12" DR-18 C900 WATERLINE
12" X 6" TEE
W W W
151' OF 12" DR-18 C900 WATERLINE
1600 WEST
REMOVE & DISPOSE OF EXISTING WATER
METER, & CONNECT NEW WATER SERVICE
TO EXISTING WATER SERVICE
5 5
7 7
US SYNTHETIC
FORTIS SOLUTIONS GROUP 5
M
AT
C H
LI
N
E
- U
T2 T
O P
M
AT
C H
LI
N
E
- U
T7 T
O P
10.00'10.00'
6" GATE VALVE
12" X 6" TEE
12" X 8" TEE
W W W
149' OF 12" DR-18 C900 WATERLINE
12" X 8" TEE
10.00'
W 8in W 8in W 8in W 8in W 8in
W 12in
W 12in
W 12in
W
W W
W
SD
12in
SD 12in SD 12in SD 12in
SD
4in
SD
in
SD
4in
SD
4in
SD
in
SD
in
SD 8in SD 8in SD 8in SD 8in SD 8in SD 8in SD 8in
SD
8in
SD
8in
SD
8in
SD
8in
SD 8in
SD
SD
SD
SD
SD
SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in
SS 8in SS 8in
SS 8in
SS
SS
SS
SS
SS
SS
P
P P
P
P P P P P P
P
P
P
G G
G G
G
G
G G G G G
G G
G
G
G G
G
G
G
G G
G G
G
G G G G G G G
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
W 8in W 8in W 8in W 8in W 8in
W
W W
W
P P
P P P P P P
P
P
P
P
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
P
P P
P P
P FH ASSEMBLY
2' OF 6" DR-18 C900 WATERLINE
W W W W W W W W W W
408' OF 8" DR-18 C900 WATERLINE
8" X 6" TEE
FH ASSEMBLY
6" GATE VALVE
8" 45° BEND
6" X 8" REDUCER
9' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
8" GATE VALVE
6" SLEEVE
6" 45° BEND
W W
W
W 12" X 8" TEE
1580 WEST
ABANDONED FIRE LINEABANDONED FIRE LINE
FUSION PAIN & COATINGS CO
NORCO INDUSTRIAL
FERGUSON PLUMBING SUPPLY
WASTE MANAGEMENT
10.00'
DESCRIPTIONBYREV DATE
PROJECT # DESIGN DRAWN CHECKED PAGE #
27-002 GTP GTP TLN 9 OF 23
OCT 2026
1600 W & 1580 W UTILITY SHEET
2027 PHASE III WATER REPLACEMENT PROJECT
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 7-
P
HA
SE
II
I W
AT
ER
R
EP
LA
CE
M
EN
T
PR
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JE
CT
\D
ES
IG
N
\D W
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BU
IS
N
ES
S
PA
RK
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-0
B
U
SI
N
ES
S
PA
RK
D
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BA
SE
M
AP
.D
W G
UT7
CITY OF OREM
OREM, UT 84057
56 NORTH STATE ST
ENGINEERING DIVISION
COMMUNITY DEVELOPMENT
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
M
AT
C H
LI
N
E
- U
T7 B
TM
M
AT
C
H
LI
N E
- U T2
B
TM
SHEET NOTES:
1. ALL METALLIC FITTINGS NEED TO BE WRAPPED
IN WAX TAPE INCLUDING BENDS, TEES,
CROSSES, SADDLES, REDUCERS, ETC.
CONTRACTOR SHALL GREASE/PRIME ALL
BOLTS, NUTS, FITTINGS, ETC., INSTALL
PROFILING MASTIC WHERE NEEDED TO
ELIMINATE VOIDS, INSTALL WAX TAPE, INSTALL
PLASTIC WRAP, AND TAPE WRAP.
2. CONTRACTOR SHALL PRESERVE AND PROTECT
ALL EXISTING TREES WITHIN THE WORK AREA
WHEREVER POSSIBLE. IF SITE CONFLICTS
REQUIRE THE REMOVAL OR HEAVY PRUNING
OF ANY EXISTING TREE THE CONTRACTOR
MUST HAVE APPROVAL FROM THE PROJECT
MANAGER.
HATCH LEGEND:
WATERLINE TEE PATCH 6" THICK
ASPHALT (1
2" PG 58-28)
WATERLINE TEE PATCH 4" THICK
ASPHALT (1
2" PG 58-28)
1 12" EDGE MILL WITH 2" OVERLAY (1
2"
PG 64-34)
3" TRAVEL LANE PROFILE MILL (1
2" PG
58-28)
4" CONCRETE FLATWORK OVER 4"
UTBC
LANDSCAPE & IRRIGATION
RESTORATION
UDOT ROW SEE NOTE 3 FOR
ASPHALT & FILL SPECIFICATIONS
NOTE LEGEND:
REMOVE & ABANDON EXISTING FH ASSEMBLY
CONNECT TO EXISTING WATER SERVICE
EXTEND EXISTING WATER SERVICE
NEW WATER SERVICE
ABANDON EXISTING WATER VALVE
ABANDON EXISTING WATER LINE
REMOVE & REPLACE CURB & GUTTER
REMOVE & REPLACE NEW CROSS GUTTER
REMOVE & REPLACE CURB, GUTTER & SIDEWALK
ADJUST MANHOLE TO FINISHED GRADE
ADJUST VALVE TO FINISHED GRADE
PLUG & CAP EXISTING ABANDONED WATERLINE
W 6i n
W 12in W 12in W 12in W 12in W 12in
W 12in
W 12in
W 12in
W 12in
W 12in
W in W in
W
SD
2i n
SD
2i n
SD
2i n
SD 12in
SD 18in SD 18in SD 18in SD 18in SD 18in SD 18in SD 18in SD 18in
SD
18in
SD 18in
SD
21in
SD
21in
SD
21in
SD
in
SD 8in SD 8in SD 8in SD 8in SD 8in SD 8in SD 8in
SD
8in
SD 8in SD 8in SD 8in SD 8in
SD
8in
SD
8in
SD
8in
SS
in
SS 8in SS 8in SS 8in SS 8inSS 8in
SS 8in
SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in
SS 8in SS 8in
SS 8in
SS
SS
SS
SS
SS
SS
SS
SS
PP
PG
G G
G G
G
G G G G G G G
G G
G G
G
G G
G G
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
P
P P P P P P
P P
P P
P
P
P P P P P
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
P P
P P
P
16' OF 8" DR-18 C900 WATERLINE
32' OF 8" DR-18 C900 WATERLINE
8" 45° BEND
8" 22.5° BEND
8" 45° BEND
W
FH ASSEMBLY
6" X 8" REDUCER
20' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
27' OF 8" DR-18 C900 WATERLINE
8" X 8" TEE
3' OF 8" DR-18 C900 WATERLINE
12' OF 8" DR-18 C900 WATERLINE
8" X 6" TEE
FH ASSEMBLY
W
6" GATE VALVE
8" 45° BEND
42' OF 8" DR-18 C900 WATERLINE
W W W W W W
276' OF 8" DR-18 C900 WATERLINE
77' OF 6" DR-18 C900 WATERLINE
8" GATE VALVE
W W
W W
1480 WEST
3 35
REMOVE & DISPOSE OF EXISTING WATER
METER, & CONNECT NEW WATER SERVICE
TO EXISTING WATER SERVICE
CSA HEATING & AIR
ECHO PARK PAPER CO
MATCHLINE - UT8 TOP
MATCHLINE - UT8 BTM
10.00'
8" GATE VALVE
12" BUTTERFLY VALVE
12" X 8" TEE
W in
W in
W 6i n
W in
W in
W in
SD 12in
SD
in
SD
in
SD 8in SD 8in SD 8in
SS
in
SS
in
SS
in
SS 6in SS 6in SS 6in
SSSS
SSSS SS
SS
G G P
P
W 6in W 6in W 6in W 6in
W
W W
104' OF 8" DR-18 C900 WATERLINE
28' OF 8" DR-18 C900 WATERLINE
W W W W W
231' OF 8" DR-18 C900 WATERLINE
8" 45° BEND
8" 90° BEND
8" 45° BEND
FH ASSEMBLY
8" 45° BEND
6" X 8" REDUCER
4' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
2 2 2 2
33 3
MCNEIL PRINT & PROMOS
APPLIED INDUSTRIAL TECHNOLOGIES
MATCHLINE - UT8 TOP
MATCHLINE - UT8 BTM
10.00'
DESCRIPTIONBYREV DATE
PROJECT # DESIGN DRAWN CHECKED PAGE #
27-002 GTP GTP TLN 10 OF 23
OCT 2026
1480 W UTILITY SHEET
2027 PHASE III WATER REPLACEMENT PROJECT
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 7-
P
HA
SE
II
I W
AT
ER
R
EP
LA
CE
M
EN
T
PR
O
JE
CT
\D
ES
IG
N
\D W
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BU
IS
N
ES
S
PA
RK
D R\
-0
B
U
SI
N
ES
S
PA
RK
D
R
BA
SE
M
AP
.D
W G
UT8
CITY OF OREM
OREM, UT 84057
56 NORTH STATE ST
ENGINEERING DIVISION
COMMUNITY DEVELOPMENT
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
M
AT
C H
LI
N
E
- U
T3 T
O P
M
AT
C H
LI
N
E
- U
T8 T
O P
SHEET NOTES:
1. ALL METALLIC FITTINGS NEED TO BE WRAPPED
IN WAX TAPE INCLUDING BENDS, TEES,
CROSSES, SADDLES, REDUCERS, ETC.
CONTRACTOR SHALL GREASE/PRIME ALL
BOLTS, NUTS, FITTINGS, ETC., INSTALL
PROFILING MASTIC WHERE NEEDED TO
ELIMINATE VOIDS, INSTALL WAX TAPE, INSTALL
PLASTIC WRAP, AND TAPE WRAP.
2. CONTRACTOR SHALL PRESERVE AND PROTECT
ALL EXISTING TREES WITHIN THE WORK AREA
WHEREVER POSSIBLE. IF SITE CONFLICTS
REQUIRE THE REMOVAL OR HEAVY PRUNING
OF ANY EXISTING TREE THE CONTRACTOR
MUST HAVE APPROVAL FROM THE PROJECT
MANAGER.
HATCH LEGEND:
WATERLINE TEE PATCH 6" THICK
ASPHALT (1
2" PG 58-28)
WATERLINE TEE PATCH 4" THICK
ASPHALT (1
2" PG 58-28)
1 12" EDGE MILL WITH 2" OVERLAY (1
2"
PG 64-34)
3" TRAVEL LANE PROFILE MILL (1
2" PG
58-28)
4" CONCRETE FLATWORK OVER 4"
UTBC
LANDSCAPE & IRRIGATION
RESTORATION
UDOT ROW SEE NOTE 3 FOR
ASPHALT & FILL SPECIFICATIONS
NOTE LEGEND:
REMOVE & ABANDON EXISTING FH ASSEMBLY
CONNECT TO EXISTING WATER SERVICE
EXTEND EXISTING WATER SERVICE
NEW WATER SERVICE
ABANDON EXISTING WATER VALVE
ABANDON EXISTING WATER LINE
REMOVE & REPLACE CURB & GUTTER
REMOVE & REPLACE NEW CROSS GUTTER
REMOVE & REPLACE CURB, GUTTER & SIDEWALK
ADJUST MANHOLE TO FINISHED GRADE
ADJUST VALVE TO FINISHED GRADE
PLUG & CAP EXISTING ABANDONED WATERLINE
in
W 8i n
W 8i n
W 8in W 8in
W 8in
W 8in
W 12in
W 12in
W in
W 8i n
W
SD 12inSD 12in
SD 12in
SD 12in
SD 10in
SD 15in
SD 15in
SD
5i n
SD
5i n
SD
5i n
SD
5i n
SD 18
in
SD 18
in
SD 18in
SD 6i n
SD 8i n
SD 8in
SD 8in
SD
SS
in
SS
in
SS 8in
SS 8in
SS 8in
SS 10in
SS 10in
SS 10in
SS 10in SS 10in
SS 10in
SS 10in
SS 10in
SS
SS
SS
SS
SS
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P P
P P
P
P
P
P
P
P
P
P
P
P P
P
P
G
G
G
G
G
G
G
G
G
G
G G
G G
G
G
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO FO
FO FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
W in
G
G
G
G
G G
G
G
22' OF 6" DR-18 C900 WATERLINE
W
W
105' OF 8" DR-18 C900 WATERLINE
8" 22.5° BEND
26' OF 8" DR-18 C900 WATERLINE
8" 22.5° BEND
7' OF 8" DR-18 C900 WATERLINE
8" 45° BEND
W
62' OF 8" DR-18 C900 WATERLINE
8" 11.25° BEND
FH ASSEMBLY
4' OF 8" DR-18 C900 WATERLINE
8" X 6" TEE
13' OF 6" DR-18 C900 WATERLINE
6" 45° BEND
6" 45° BEND
6" 45° BEND
6" GATE VALVE
6" X 8" REDUCER
6" SLEEVE
36' OF 8" DR-18 C900 WATERLINE
8" 45° BEND
8' OF 8" DR-18 C900 WATERLINE
8" 45° BEND
8" 45° BEND
22' OF 8" DR-18 C900 WATERLINE
8" GATE VALVE
8" SLEEVE
W
W
W
47' OF 8" DR-18 C900 WATERLINE
8" X 6" TEE
5' OF 6" DR-18 C900 WATERLINE
6" 45° BEND
6" 45° BEND
6" SLEEVE
12' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
15' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
W
57' OF 8" DR-18 C900 WATERLINE
W
W
92' OF 8" DR-18 C900 WATERLINE
8" X 8" TEE
27' OF 8" DR-18 C900 WATERLINE
8" 45° BEND
14' OF 6" DR-18 C900 WATERLINE
6" 22.5° BEND
8" X 6" TEE
6" SLEEVE
FH ASSEMBLY
3' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
12' OF 8" DR-18 C900 WATERLINE
8" GATE VALVE
8" GATE VALVE
6" X 8" REDUCER
5' OF 6" DR-18 C900 WATERLINE
3' OF 6" DR-18 C900 WATERLINE
8" X 8" TEE
1380 WEST
BUSINESS PARK DR
BLIP BILLBOARDS
SFC ENERGY
MATCHLINE - U
T3 BTM
MATCHLINE - U
T4 TOP
M
AT
C H
LI
N
E
- U
T3 B
TM
M
AT
C H
LI
N
E
- U
T9 T
O P
10.00'
10.00'
8" GATE VALVE
12" X 8" TEE
DESCRIPTIONBYREV DATE
PROJECT # DESIGN DRAWN CHECKED PAGE #
27-002 GTP GTP TLN 11 OF 23
OCT 2026
1380 W UTILITY SHEET
2027 PHASE III WATER REPLACEMENT PROJECT
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 7-
P
HA
SE
II
I W
AT
ER
R
EP
LA
CE
M
EN
T
PR
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JE
CT
\D
ES
IG
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BU
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-0
B
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PA
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SE
M
AP
.D
W G
UT9
CITY OF OREM
OREM, UT 84057
56 NORTH STATE ST
ENGINEERING DIVISION
COMMUNITY DEVELOPMENT
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
SHEET NOTES:
1. ALL METALLIC FITTINGS NEED TO BE WRAPPED
IN WAX TAPE INCLUDING BENDS, TEES,
CROSSES, SADDLES, REDUCERS, ETC.
CONTRACTOR SHALL GREASE/PRIME ALL
BOLTS, NUTS, FITTINGS, ETC., INSTALL
PROFILING MASTIC WHERE NEEDED TO
ELIMINATE VOIDS, INSTALL WAX TAPE, INSTALL
PLASTIC WRAP, AND TAPE WRAP.
2. CONTRACTOR SHALL PRESERVE AND PROTECT
ALL EXISTING TREES WITHIN THE WORK AREA
WHEREVER POSSIBLE. IF SITE CONFLICTS
REQUIRE THE REMOVAL OR HEAVY PRUNING
OF ANY EXISTING TREE THE CONTRACTOR
MUST HAVE APPROVAL FROM THE PROJECT
MANAGER.
HATCH LEGEND:
WATERLINE TEE PATCH 6" THICK
ASPHALT (1
2" PG 58-28)
WATERLINE TEE PATCH 4" THICK
ASPHALT (1
2" PG 58-28)
1 12" EDGE MILL WITH 2" OVERLAY (1
2"
PG 64-34)
3" TRAVEL LANE PROFILE MILL (1
2" PG
58-28)
4" CONCRETE FLATWORK OVER 4"
UTBC
LANDSCAPE & IRRIGATION
RESTORATION
UDOT ROW SEE NOTE 3 FOR
ASPHALT & FILL SPECIFICATIONS
NOTE LEGEND:
REMOVE & ABANDON EXISTING FH ASSEMBLY
CONNECT TO EXISTING WATER SERVICE
EXTEND EXISTING WATER SERVICE
NEW WATER SERVICE
ABANDON EXISTING WATER VALVE
ABANDON EXISTING WATER LINE
REMOVE & REPLACE CURB & GUTTER
REMOVE & REPLACE NEW CROSS GUTTER
REMOVE & REPLACE CURB, GUTTER & SIDEWALK
ADJUST MANHOLE TO FINISHED GRADE
ADJUST VALVE TO FINISHED GRADE
PLUG & CAP EXISTING ABANDONED WATERLINE
W 6in W 6in W 6in
W 6in
W 6in
W 6in
W 6in
W in W in
W 6inW 3/4in
W 3/4in
W 3/4in
SD
5i n
SD
5i n
SD 18in SD 18in
SD 18in
SD 18in
SD 18in
SD 18in
SD 18in
SD 18in SD 18in
SD
in
SD
in
SDSD
SS 8in
SS 8in SS 8in SS 8in
SS 8in
SS 8in
SS 8in
SS 8in SS 8in SS 8in
SS
in
SS
in
SS
SS SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
P P
P
P P
P
G G G G G
G
G
G
G
G G G G G G
G G
G G
G G
G
G
G G
G
G G
G
G G
G
G G
G
G G
W
W
W W W
8" X 6" TEE
8" 22.5° BEND
99' OF 8" DR-18 C900 WATERLINE
8" 11.25° BEND
39' OF 8" DR-18 C900 WATERLINE
8" 11.25° BEND
152' OF 8" DR-18 C900 WATERLINE
W
52' OF 6" DR-18 C900 WATERLINE
6" GATE VALVE
W8" X 6" TEE
6" GATE VALVE
34' OF 6" DR-18 C900 WATERLINE
FH ASSEMBLY
6" X 8" REDUCER
6" GATE VALVE
8' OF 6" DR-18 C900 WATERLINE
FH ASSEMBLY
W
8" X 8" TEE
6" CAP
61' OF 8" DR-18 C900 WATERLINE
8" 90° BEND
W W
W
8" GATE VALVE
133' OF 8" DR-18 C900 WATERLINE
W W W
8" GATE VALVE
150' OF 8" DR-18 C900 WATERLINE
4 4
M
AT
C H
LI
N
E
- U
T1
TO
P
M
AT
C H
LI
N
E
- U
T1
BT
M
680 SOUTH
W
ES
T
W
ES
T
9 9
10.00'
10.00'
W 6in W 6in W 6in W 6in W 6in W 6in W 6in W 6in W 6in
W in
W 3/4in
W 3/4in
W 3/4in
W
/4 in
W
/4 in
W 3/4in
W in
SD 18in SD 18in SD 18in SD 18in SD 18in SD 18in SD 18in SD 18in SD 18in SD 18in SD 18in
SS
in
SS 8in SS 8in SS 8in SS 8in SS 8in
SS 8in SS 8in SS 8in SS 8in SS 8in
SS 8in
SS
SS
SS
SSSS
SSSS
SS
SS
SS
SSSS
P P P
P P
PP
P P
W in
G G G G G G G G G G G G G G
G
G G
G
G
G G
G
G
G
G
G G
W W
W
W 6" GATE VALVE
44' OF 6" DR-18 C900 WATERLINE
W W W
6" GATE VALVE
8' OF 6" DR-18 C900 WATERLINE
8" X 6" TEE
FH ASSEMBLY
W W W W W W
8" GATE VALVE
266' OF 8" DR-18 C900 WATERLINE
6" CAP
117' OF 8" DR-18 C900 WATERLINE
150' OF 8" DR-18 C900 WATERLINE
8" X 6" TEE
8" TO 8" HOT TAP
4 4
M
AT
C H
LI
N
E
- U
T1
TO
P
M
AT
C H
LI
N
E
- U
T1
BT
M
680 SOUTH
W
ES
T
W
ES
T
W
ES
T
5 5
9 9
9 9
9 9
10.00'
CITY OF OREM
OREM, UT 84057
56 NORTH STATE ST
ENGINEERING DIVISION
COMMUNITY DEVELOPMENT
DESCRIPTIONBYREV DATE
PROJECT # DESIGN DRAWN CHECKED PAGE #
27-002 GTP GTP TLN 12 OF 23
OCT 2026
680 S UTILITY SHEET
2027 PHASE III WATER REPLACEMENT PROJECT
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 7-
P
HA
SE
II
I W
AT
ER
R
EP
LA
CE
M
EN
T
PR
O
JE
CT
\D
ES
IG
N
\D W
G\
SO
U
TH
\2 7-
SO
U
TH
B
AS
EM
AP
.D
W G
UT10
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
M
AT
C H
LI
N
E
- U
T1
BT
M
M
AT
C H
LI
N
E
- U
T1
TO
P
SHEET NOTES:
1. ALL METALLIC FITTINGS NEED TO BE WRAPPED
IN WAX TAPE INCLUDING BENDS, TEES,
CROSSES, SADDLES, REDUCERS, ETC.
CONTRACTOR SHALL GREASE/PRIME ALL
BOLTS, NUTS, FITTINGS, ETC., INSTALL
PROFILING MASTIC WHERE NEEDED TO
ELIMINATE VOIDS, INSTALL WAX TAPE, INSTALL
PLASTIC WRAP, AND TAPE WRAP.
2. CONTRACTOR SHALL PRESERVE AND PROTECT
ALL EXISTING TREES WITHIN THE WORK AREA
WHEREVER POSSIBLE. IF SITE CONFLICTS
REQUIRE THE REMOVAL OR HEAVY PRUNING
OF ANY EXISTING TREE THE CONTRACTOR
MUST HAVE APPROVAL FROM THE PROJECT
MANAGER.
HATCH LEGEND:
WATERLINE TEE PATCH 6" THICK
ASPHALT (1
2" PG 58-28)
WATERLINE TEE PATCH 4" THICK
ASPHALT (1
2" PG 58-28)
1 12" EDGE MILL WITH 2" OVERLAY (1
2"
PG 64-34)
3" TRAVEL LANE PROFILE MILL (1
2" PG
58-28)
4" CONCRETE FLATWORK OVER 4"
UTBC
LANDSCAPE & IRRIGATION
RESTORATION
UDOT ROW SEE NOTE 3 FOR
ASPHALT & FILL SPECIFICATIONS
NOTE LEGEND:
REMOVE & ABANDON EXISTING FH ASSEMBLY
CONNECT TO EXISTING WATER SERVICE
EXTEND EXISTING WATER SERVICE
NEW WATER SERVICE
ABANDON EXISTING WATER VALVE
ABANDON EXISTING WATER LINE
REMOVE & REPLACE CURB & GUTTER
REMOVE & REPLACE NEW CROSS GUTTER
REMOVE & REPLACE CURB, GUTTER & SIDEWALK
ADJUST MANHOLE TO FINISHED GRADE
ADJUST VALVE TO FINISHED GRADE
PLUG & CAP EXISTING ABANDONED WATERLINE
REMOVE & REPLACE DRIVE APPROACH
W 6in W 6in W 6in W 6in
6in
W 6in
W 6in W 6in W 6in
W in
W W
W
SD
5i n
SD
5i n
SD
8i n
SD
8i n
SD 18in SD 18in SD 18in SD 18in SD 18in SD 18in
SD 18in SD 18in SD 18in
SD
6in
SD
6in
SS 8in SS 8in
SS 8in SS 8in SS 8in SS 8in SS 8in
SS
in
SS
in
SS 8in SS 8in SS 8in SS 8in
SS
SSSS
SS
SS
SS
SS
SSP
P P
P P
P
G G G G G G G G G G G
G
G G
G
G
G
G
G G
W
10' OF 6" DR-18 C900 WATERLINE
8' OF 6" DR-18 C900 WATERLINE
W W W W W W W W W W W W
167' OF 8" DR-18 C900 WATERLINE
273' OF 8" DR-18 C900 WATERLINE
FH ASSEMBLY
6" GATE VALVE
FH ASSEMBLY
6" GATE VALVE
8" GATE VALVE
6" X 8" REDUCER
8" 90° BEND
8" X 8" TEE
8" X 8" TEE
8" X 6" TEE
6" GATE VALVE
5' OF 6" DR-18 C900 WATERLINE
6" 45° BEND
6' OF 6" DR-18 C900 WATERLINE
6" 45° BEND
6" SLEEVE
8" GATE VALVE
91' OF 8" DR-18 C900 WATERLINE
15' OF 8" DR-18 C900 WATERLINE
4 4
4 4
680 SOUTH
W
ES
T
9 9
10.00'
W 6in
W 6in
W 6in
W 6in
W 6in
W 6in
W 6in W 6in W 6in
SD 18in
SD 18in
SD 18in
SD 18in
SD 18in
SD 6in
SD 6in
SD
SD
SD
SS 8in
SS 8in
SS 8in
SS 8in
SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
P
P
P
W in
W in
W in
W 6in W 6in W 6in W 6in
G
G
G
G
G
G
G G G G G G G G G
G
G
G
G
G
G
G
G
G G
G
G
G
G
W
W W W
45' OF 8" DR-18 C900 WATERLINE
149' OF 8" DR-18 C900 WATERLINE 33' OF 8" DR-18 C900 WATERLINE
W
W
W
W
W
W
W
8" 11.25° BEND
8" 11.25° BEND
8" 22.5° BEND
8" X 8" TEE
8" GATE VALVE
68' OF 8" DR-18 C900 WATERLINE
W W W W
6" GATE VALVE
8" X 6" TEE
9' OF 6" DR-18 C900 WATERLINE
FH ASSEMBLY
8" GATE VALVE191' OF 8" DR-18 C900 WATERLINE
8" GATE VALVE
6" SLEEVE
6" SLEEVE
8" X 8" TEE
4 4
1030 WEST
9 9
6" X 8" REDUCER
6" X 8" REDUCER
SO
UT
H
10.00'
CITY OF OREM
OREM, UT 84057
56 NORTH STATE ST
ENGINEERING DIVISION
COMMUNITY DEVELOPMENT
DESCRIPTIONBYREV DATE
PROJECT # DESIGN DRAWN CHECKED PAGE #
27-002 GTP GTP TLN 13 OF 23
OCT 2026
680 S & 1030 W UTILITY SHEET
2027 PHASE III WATER REPLACEMENT PROJECT
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 7-
P
HA
SE
II
I W
AT
ER
R
EP
LA
CE
M
EN
T
PR
O
JE
CT
\D
ES
IG
N
\D W
G\
SO
U
TH
\2 7-
SO
U
TH
B
AS
EM
AP
.D
W G
UT11
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
M
AT
C H
LI
N
E
- U
T1
BT
M
H
AL
F M
AT
C
H
LI
N E
- U T1
TO
P H
AL
F
MATCHLINE - U
T11 BTM
MATCHLINE - U
T11 TOP
M
AT
C H
LI
N
E
- U
T1
BT
M
M
AT
C H
LI
N
E
- U
T1
TO
P
SHEET NOTES:
1. ALL METALLIC FITTINGS NEED TO BE WRAPPED
IN WAX TAPE INCLUDING BENDS, TEES,
CROSSES, SADDLES, REDUCERS, ETC.
CONTRACTOR SHALL GREASE/PRIME ALL
BOLTS, NUTS, FITTINGS, ETC., INSTALL
PROFILING MASTIC WHERE NEEDED TO
ELIMINATE VOIDS, INSTALL WAX TAPE, INSTALL
PLASTIC WRAP, AND TAPE WRAP.
2. CONTRACTOR SHALL PRESERVE AND PROTECT
ALL EXISTING TREES WITHIN THE WORK AREA
WHEREVER POSSIBLE. IF SITE CONFLICTS
REQUIRE THE REMOVAL OR HEAVY PRUNING
OF ANY EXISTING TREE THE CONTRACTOR
MUST HAVE APPROVAL FROM THE PROJECT
MANAGER.
HATCH LEGEND:
WATERLINE TEE PATCH 6" THICK
ASPHALT (1
2" PG 58-28)
WATERLINE TEE PATCH 4" THICK
ASPHALT (1
2" PG 58-28)
1 12" EDGE MILL WITH 2" OVERLAY (1
2"
PG 64-34)
3" TRAVEL LANE PROFILE MILL (1
2" PG
58-28)
4" CONCRETE FLATWORK OVER 4"
UTBC
LANDSCAPE & IRRIGATION
RESTORATION
UDOT ROW SEE NOTE 3 FOR
ASPHALT & FILL SPECIFICATIONS
NOTE LEGEND:
REMOVE & ABANDON EXISTING FH ASSEMBLY
CONNECT TO EXISTING WATER SERVICE
EXTEND EXISTING WATER SERVICE
NEW WATER SERVICE
ABANDON EXISTING WATER VALVE
ABANDON EXISTING WATER LINE
REMOVE & REPLACE CURB & GUTTER
REMOVE & REPLACE NEW CROSS GUTTER
REMOVE & REPLACE CURB, GUTTER & SIDEWALK
ADJUST MANHOLE TO FINISHED GRADE
ADJUST VALVE TO FINISHED GRADE
PLUG & CAP EXISTING ABANDONED WATERLINE
12.00'
BUSINESS PARK DRM
AT
C H
LI
N
E
- R
W
TO
P
M
AT
C H
LI
N
E
- R
W
BT
M
M
AT
C H
LI
N
E
- R
W
BT
M
M
AT
C H
LI
N
E
- R
W
TO
P
12.00'
BUSINESS PARK DR
W
ES
T
M
AT
C H
LI
N
E
- R
W
TO
P
M
AT
C H
LI
N
E
- R
W
BT
M
10 10 11 11
CITY OF OREM
OREM, UT 84057
56 NORTH STATE ST
ENGINEERING DIVISION
COMMUNITY DEVELOPMENT
DESCRIPTIONBYREV DATE
PROJECT # DESIGN DRAWN CHECKED PAGE #
27-002 GTP GTP TLN 14 OF 23
OCT 2026
BUSINESS PARK DR ROADWAY SHEET
2027 PHASE III WATER REPLACEMENT PROJECT
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 7-
P
HA
SE
II
I W
AT
ER
R
EP
LA
CE
M
EN
T
PR
O
JE
CT
\D
ES
IG
N
\D W
G\
BU
IS
N
ES
S
PA
RK
D R\
-0
B
U
SI
N
ES
S
PA
RK
D
R
RO
AD
W
AY
S
HE
ET
S.
DW
G
RW1
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
MATCHLINE - RW4 BTM
MATCHLINE - RW1 TOP
SHEET NOTES:
1. ALL METALLIC FITTINGS NEED TO BE WRAPPED
IN WAX TAPE INCLUDING BENDS, TEES,
CROSSES, SADDLES, REDUCERS, ETC.
CONTRACTOR SHALL GREASE/PRIME ALL
BOLTS, NUTS, FITTINGS, ETC., INSTALL
PROFILING MASTIC WHERE NEEDED TO
ELIMINATE VOIDS, INSTALL WAX TAPE, INSTALL
PLASTIC WRAP, AND TAPE WRAP.
2. CONTRACTOR SHALL PRESERVE AND PROTECT
ALL EXISTING TREES WITHIN THE WORK AREA
WHEREVER POSSIBLE. IF SITE CONFLICTS
REQUIRE THE REMOVAL OR HEAVY PRUNING
OF ANY EXISTING TREE THE CONTRACTOR
MUST HAVE APPROVAL FROM THE PROJECT
MANAGER.
HATCH LEGEND:
WATERLINE TEE PATCH 6" THICK
ASPHALT (1
2" PG 58-28)
WATERLINE TEE PATCH 4" THICK
ASPHALT (1
2" PG 58-28)
1 12" EDGE MILL WITH 2" OVERLAY (1
2"
PG 64-34)
3" TRAVEL LANE PROFILE MILL (1
2" PG
58-28)
4" CONCRETE FLATWORK OVER 4"
UTBC
LANDSCAPE & IRRIGATION
RESTORATION
UDOT ROW SEE NOTE 3 FOR
ASPHALT & FILL SPECIFICATIONS
NOTE LEGEND:
REMOVE & ABANDON EXISTING FH ASSEMBLY
CONNECT TO EXISTING WATER SERVICE
EXTEND EXISTING WATER SERVICE
NEW WATER SERVICE
ABANDON EXISTING WATER VALVE
ABANDON EXISTING WATER LINE
REMOVE & REPLACE CURB & GUTTER
REMOVE & REPLACE NEW CROSS GUTTER
REMOVE & REPLACE CURB, GUTTER & SIDEWALK
ADJUST MANHOLE TO FINISHED GRADE
ADJUST VALVE TO FINISHED GRADE
PLUG & CAP EXISTING ABANDONED WATERLINE
BUSINESS PARK DR
W
ES
T
M
AT
C H
LI
N
E
- R
W
BT
M
M
AT
C H
LI
N
E
- R
W
TO
P
M
AT
C H
LI
N
E
- R
W
BT
M
M
AT
C H
LI
N
E
- R
W
TO
P
10 10
1111111111
12.00'
BUSINESS PARK DR
W
ES
T
W
ES
T
M
AT
C H
LI
N
E
- R
W
BT
M
M
AT
C H
LI
N
E
- R
W
TO
P
M
AT
C H
LI
N
E
- R
W
BT
M
M
AT
C H
LI
N
E
- R
W
TO
P
10 11
11 11 1110
CITY OF OREM
OREM, UT 84057
56 NORTH STATE ST
ENGINEERING DIVISION
COMMUNITY DEVELOPMENT
DESCRIPTIONBYREV DATE
PROJECT # DESIGN DRAWN CHECKED PAGE #
27-002 GTP GTP TLN 15 OF 23
OCT 2026
BUSINESS PARK DR ROADWAY SHEET
2027 PHASE III WATER REPLACEMENT PROJECT
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 7-
P
HA
SE
II
I W
AT
ER
R
EP
LA
CE
M
EN
T
PR
O
JE
CT
\D
ES
IG
N
\D W
G\
BU
IS
N
ES
S
PA
RK
D R\
-0
B
U
SI
N
ES
S
PA
RK
D
R
RO
AD
W
AY
S
HE
ET
S.
DW
G
RW24020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
SHEET NOTES:
1. ALL METALLIC FITTINGS NEED TO BE WRAPPED
IN WAX TAPE INCLUDING BENDS, TEES,
C…
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