1-Construction Drawings 26-001 2026 SSMH Liner Project.pdf
PDF 9 MB Posted
- Attached to
- 2026 SSMH LINER PROJECT
- Solicitation number
- 26-001
- Issued by
- Utah
About this file
Construction Drawings Summary: 2026 SSMH Liner Project
This is a set of construction drawings prepared by the City of Orem, Utah, Community Development, Engineering Division for the 2026 Sanitary Sewer Manhole (SSMH) Liner Project (Project Number 26-001). The project involves the installation of 416 vertical feet of sprayed applied protective lining in 40 sanitary sewer structures located throughout Orem, with multiple work sites distributed across Geneva Road, Sandhill Road, College Drive, and surrounding streets. The drawings depict nine detailed sheets (SS-1 through SS-9) showing manhole locations, pipe sizes ranging from 2 inches to 36 inches in diameter, approximate depths ranging from 4.2 feet to 18.42 feet, and specific manhole identification numbers. The project includes coordination requirements with the Utah Transit Authority (UTA) regarding bus routes and stops, maintenance of driveway access during construction, potential road closures requiring City Engineer approval and notification to public safety agencies, and infiltration mitigation as needed. The construction completion date is October 15, 2026. Design engineer Tiffany Farnsworth and project manager John Wirthlin are identified as primary contacts, with additional specialists designated for sewer, water, storm drain, streets, streetlights, signs, traffic control, and Stormwater Pollution Prevention Plan (SWPPP) responsibilities.
The drawings indicate that multiple sanitary sewer structures require Utah Department of Transportation (UDOT) encroachment permits where applicable. Contractors are required to review and understand the Material and Procurement Special Conditions located in the project specifications for detailed coverage of each line item. Steel plates are required at driveway entrances while new concrete cures, and contractors must coordinate daily with the project manager regarding all infiltration mitigation work with documented start and end times. The project encompasses various Orem neighborhoods and intersections, including areas near commercial properties such as 5-Star BBQ and Smarty, residential areas, and the UVU Pedestrian Bridge vicinity. No specific pricing information, bid amounts, set-asides, incumbents, or funding sources are detailed in these construction drawings.
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| File | Type | Posted |
|---|---|---|
| 2-2026 Liner Project Contract Docs and Specifications.pdf |
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Text version
DEVELOPMENT SERVICES
ENGINEERING DIVISION
56 NORTH STATE ST
OREM, UT 84057
CITY OF OREM
MAY 2026
CITY OF OREM, COMMUNITY DEVELOPMENT, ENGINEERING DIVISION
DRAWINGS FOR THE CONSTRUCTION OF:
2026 SSMH LINER PROJECT 05/18/2026
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: TIFFANY FARNSWORTH
DATE:
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: 26-001
SHEET
TITLENUMBER
TITLE SHEET1
GENERAL INFO AND LOCATION MAP2
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
SS1-SS9
PROJECT
AREA
800 NORTH
CONTACTS
GENERAL NOTES
SANDHILL RD
TOP OF ASPHALTTA
SEWER LINER SHEETS
GE
N
EV
A
RD
W
ES
T
ANGLE POINTAP
2026 SSMH LINER PROJECT
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. CONSTRUCTION COMPLETION DATE IS OCTOBER 15, 2026.
2. THROUGHOUT CONSTRUCTION THE CONTRACTOR IS REQUIRED TO NOTIFY
AND COORDINATE WITH THE UTAH TRANSIT AUTHORITY (UTA)
CONCERNING BUS ROUTES, BUS STOPS, AND UTA ROUTE SIGNS.
3. 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.
4. 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.
5. INFILTRATION MITIGATION IS AN AS-NEEDED ITEM. THE CONTRACTOR
SHALL COORDINATE ALL LEAK MITIGATION WORK WITH THE PROJECT
MANAGER, PROVIDING DAILY REPORTS OF START AND END TIMES.
EXISTING STRUCTURE
OR FACILITY
DESIGN ENGINEER TIFFANY FARNSWORTH 229-7318
PROJECT MANAGER JOHN WIRTHLIN 229-7336
SEWER CHAD JOHNSON 229-7485
WATER QUINN FENTON 229-7546
STORM DRAIN RICK SABEY 229-7545
STREETS BILL PETERSON 229-7537
STREET LIGHTS SHAUN BRIDGES 229-7584
SIGNS TRENT MALLINSON 229-7519
TRAFFIC CONTROL JOHN DORNY 229-7320
SWPPP RYAN CASPER 229-7573
MAY 2026
1200 SOUTH
W
ES
T
2000 SOUTH
400 SOUTH
1000 SOUTH
CENTER ST
GE
N
EV
A
RD
400 NORTH
I-15
SANDHILL RD
SS
1i n
SS
1i n
SS
1i n SS
W
ES
T
1160 1200 W, OREM, UT 84057
1140 N 1200 W, OREM, UT 84057
SSMH ID: 05-0143
4' Ø
APROX. DEPTH: 8'
SS 15in SS 15in SS 15in SS 15in SS 15in
SD
in
SS
SS
W
ES
T
675 NORTH
SSMH ID: 09-0031
4' Ø
APROX. DEPTH:13.6'
SSMH ID: 09-0030
4' Ø
APROX. DEPTH:16.15'
SS 12in SS 12in SS 12in SS 12in SS 12in SS 12in SS 12in
SS
1i n
SS
1i n
SS
1i n
800 NORTH
I-1
N O
R
TH
B O
U N
D
I-1
EX
IT
O
FF
R
AM
P
SSMH ID: 09-0204
4' Ø
APROX. DEPTH:10.42'
UDOT ENCROACHMENT
PERMIT REQUIRED
CI
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O F
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M
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M , U
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N
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SS-1
W , 6
N
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P
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SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 4020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
DA
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CO
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DE
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PM
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4560.10
SS 8in SS 8in SS 8in
SS
8i n
SS
8i n
SS
8i n
SS 18in
SS
8i n
SS
8i n
SS
8i n
400 NORTH
G
EN
EV
A
R D
SSMH ID: 14-0121
4' Ø
APROX. DEPTH:11.65'
UDOT ENCROACHMENT
PERMIT REQUIRED
SW COR 9
4560.10
SS
8i n
SS 8in SS 8in SS 8in
SS 8i n
SS
8i n
SS
8i n
SS
8i n
SS
8i n
SS
8i n
SS
8i n
400 NORTH
G
EN
EV
A R
D
SSMH ID: 14-0080
4' Ø
APROX. DEPTH: 9.55'
UDOT ENCROACHMENT
PERMIT REQUIRED
SSMH ID: 14-0079
4' Ø
APROX. DEPTH:10.32'
UDOT ENCROACHMENT
PERMIT REQUIRED
C
IT
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F O
R
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O R
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, U
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M
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SS-2
SCALE: 1" = 80' (11"x 17" SHEET SIZE)
Z:
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SCALE: 1" = 80' (11"x 17" SHEET SIZE)
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4548.76
SS
SS
SS
SS
8i n
SS
8i n
SS
8i n
SS
8i n
SS
8i n
SS
8i n
SS
8i n
SS
SS
SSSS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
G
EN
EV
A
R D
CENTER ST
5-STAR BBQ
70 GENEVA RD,
OREM, UT 84057
SSMH ID: 19-0127
4' Ø
APROX. DEPTH:18.42'
UDOT ENCROACHMENT
PERMIT REQUIRED
SE COR 17
4542.02 SS 8in SS 8in SS 8in SS 8in
SS
4i n
SS 8in
SS
4i n
SS
4i n
SS
4i n
SS
4i n
SS 8in SS 8in
SS
8i n
SS
in
SS
in
SS
in
SS
4i n
SS
G
EN
EV
A
R D
400 SOUTH
SSMH ID: 24-0175
5' Ø
APROX. DEPTH:13.57'
UDOT ENCROACHMENT
PERMIT REQUIRED
SSMH ID: 24-0172
5' Ø
APROX. DEPTH:17.62'
UDOT ENCROACHMENT
PERMIT REQUIRED
SSMH ID: 24-0139
5' Ø
APROX. DEPTH:10.83
UDOT ENCROACHMENT
PERMIT REQUIRED
SSMH ID: 24-0174
5' Ø
APROX. DEPTH:10.52
UDOT ENCROACHMENT
PERMIT REQUIRE'
SS
8i n
SS
8i n
SS
SSMH ID: 14-0092
4' Ø
APROX. DEPTH:11.65'
UDOT ENCROACHMENT
PERMIT REQUIRED
C
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Y O
F O
R
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O R
EM
, U
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N
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TH
S
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SM
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N
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P
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M
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M
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M
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SS-3
10050
SCALE: 1" = 100' (11"x 17" SHEET SIZE)
Z:
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BE
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6-
SCALE: 1" = 80' (11"x 17" SHEET SIZE)
CO
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DE
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LO
PM
EN
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CI
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PR
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CO
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M
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SS 8in SS 8in
SS 24in
SS 24in
SS 24in
SS 24in
SS 24in
SS 24in
SS 24in
SS 8in SS 8in
SS 8in
SS 8in
SS 8in
SS 8in
SS 24in
SS 24in SS
G
ENEVA RD
700 SOUTH
SSMH ID: 24-0038
4' Ø
APROX. DEPTH:8.32'
UDOT ENCROACHMENT
PERMIT REQUIRED
SSMH ID: 24-0138
4' Ø
APROX. DEPTH:8.00'
UDOT ENCROACHMENT
PERMIT REQUIRED
SS
4i n
SS
4i n
SS
4i n
SS
4i n
SS
4i n
SS
4i n
SS
4i n
SS
4i n
SS 8in SS 8in SS 8in
SS
SS
SS
G
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A
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575 SOUTH
SSMH ID: 24-0044
4' Ø
APROX. DEPTH:9.3'
UDOT ENCROACHMENT
PERMIT REQUIRED
SSMH ID: 24-0043
4' Ø
APROX. DEPTH:8.82'
UDOT ENCROACHMENT
PERMIT REQUIRED
C
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O R
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, U
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P
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SS-4
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
Z:
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SS 24
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SS 24in
SS 24in
SS 24in
SS 24in
SD 36in SD 36in SD 36in
SS
SD 36in SD 36in
SS 15in SS 15in
SS 15in
SS 15in
G
EN
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D
1000 SOUTH
SSMH ID: 29-0069
4' Ø
APROX. DEPTH:9.38'
UDOT ENCROACHMENT
PERMIT REQUIRED
SSMH ID: 29-0066
4' Ø
APROX. DEPTH:9.88'
UDOT ENCROACHMENT
PERMIT REQUIRED
SSMH ID: 29-0029
5' Ø
APROX. DEPTH:10.20'
UDOT ENCROACHMENT
PERMIT REQUIRED
SS
in
SS
in
SS 24in
SS 24in
SS 24in
SS 24in
SS 24in
SS 24in
SS 8in
SS 8in
SS 8in
SS 8in
SS 24in
SS 24in
G
ENEVA RD
950 SOUTH
SSMH ID: 29-0067
4' Ø
APROX. DEPTH:10.25'
UDOT ENCROACHMENT
PERMIT REQUIRED
SSMH ID: 29-0201
4' Ø
APROX. DEPTH:9.90'
UDOT ENCROACHMENT
PERMIT REQUIRED
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SS-5
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
Z:
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SSSSSSSSSS
SSSSSSSS SSSSSSSSSSSS
SS
SSSSSSSS
SSSSSSSS
SSSSSSSS SSSSSS
SSSSSSSSSS
SS 33in SS 33in SS 33in SS 33in SS 33in SS 33inSSSS
SS
SS 30in SS 30in SS 30in
SS 33in SS 33in SS 33in
SS 30inSS 30in SS 30in SS 30in SS 30in SS 30in1000 SOUTH
1350 W
EST
UVU PEDESTRIAN
BRIDGE WESTSIDE
SSMH ID: 29-0148
4' Ø
APROX. DEPTH:10.50'SSMH ID: 29-0090
4' Ø
APROX. DEPTH:9.20'
SSMH ID: 29-0152
4' Ø
APROX. DEPTH:9.80' SSMH ID: 29-0176
4' Ø
APROX. DEPTH:9.00'
SSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSS
SS 33in SS 33in SS 33in
SS 33in
SS 33in
SS 33in
SS 33in
SS 33in SS
SS
SS
SS
SS
SS 30in
SS 30in
SS 30in
SS 30in
SS 30in
SS 30in SS 30in SS 30in SS 30in
UVU PEDESTRIAN BRIDGE
EASTSIDE PARKING LOT
COLLEGE DR
SSMH ID: 29-0149
4' Ø
APROX. DEPTH: 10.50'
SSMH ID: 29-0147
4' Ø
APROX. DEPTH: 8.70'
SSMH ID: 29-0153
4' Ø
APROX. DEPTH:18.20'
DA
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SCALE: 1" = 50' (11"x 17" SHEET SIZE)
TL
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M
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M
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SCALE: 1" = 50' (11"x 17" SHEET SIZE)
SS-6
SS 12in
SS 12in SS 12in
SS 12in
SS 12in SS 12in SS 12in
COLLEGE DR
1200 SOUTH
SSMH ID: 30-0131
4' Ø
APROX. DEPTH: 5.25'
SS
0i n
SS
0i n
SS
0i n
SS 12in SS 12in SS 12in SS 12in SS 12in SS 12in
SS 8in
COLLEGE DR
1200 SOUTH
SSMH ID: 30-0031
4' Ø
APROX. DEPTH: 10.28'
SSMH ID: 30-0030
4' Ø
APROX. DEPTH: 8.82'
SS
in
SS
in
SS 15in SS 15in SS 15in SS 15in SS 15in
SS
SS
1200 SOUTH
W
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T
SSMH ID: 30-0014
4' Ø
APROX. DEPTH: 11.70'
SS 21in
SS 21in
SS 21in
SS 21in
SS 21in
SSMH ID: 33-0114
4' Ø
APROX. DEPTH: 10.70'
SMARTY
1476 SANDHILL RD,
OREM, UT 84058
TL
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M
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M
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SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 4020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
2004020
SS 21in
SS 21in
SS 21in
SS 21in SS 21in SS 21in SS 21inSS
SS
SSMH ID: 36-0004
2.5' Ø
APROX. DEPTH: 4.20'
SANDHILL RD
1861 SANDHILL RD,
OREM, UT 84058
SS 2in
SS
SS 15in
SS 21in
SS 21in
SS 15in SS 15in SS 15in
SS
SS
SS
SS
SSMH ID: 36-0003
4' Ø
APROX. DEPTH: 5.77'
SSMH ID: 36-0002
4' Ø
APROX. DEPTH: 9.62'
2000 SOUTH
NIELSON'S GROVE PARK
SOUTH PARKING LOT
281 W 2000 S ST,
OREM, UT 84058
319 W 2000 S ST,
OREM, UT 84058
SS 10in SS 10in SS 10in SS 10in SS 10in
SS
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SS
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SS 8in
SS
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SS
SS
SS
SS
SSMH ID: 24-0079
4' Ø
APROX. DEPTH: 12.01'
400 SOUTH
W
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T
W
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SS 8in
SS 8in
SS
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SS
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SS
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SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in
SSSS
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SSMH ID: 24-0076
4' Ø
APROX. DEPTH: 10.06'
400 SOUTH
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SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 7035
SCALE: 1" = 70' (11"x 17" SHEET SIZE)
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
2004020
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SS
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SS
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SD 8in SD 8in
SS 24in SS 24in
SS
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SS
SS
8i n
SS
8i n
SS
8i n
SS
SS
2i n
SS
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SS
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SS
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1020 N GENEVA RD,
OREM, UT 84057
SSMH ID: 09-0096
4' Ø
APROX. DEPTH: 4.41'
UDOT ENCROACHMENT
PERMIT REQUIRED
CI
TY
O F
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M
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M , U
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N
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N
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SCALE: 1" = 20' (11"x 17" SHEET SIZE)
TL
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M
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M
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M
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SS-9
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N
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RD
N
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| Sheets and Views |
| Title & Index - Title |
| Title & Index - Index |
| SS-1 |
| SS-2 |
| SS-3 |
| SS-4 |
| SS-5 |
| SS-6 |
| SS-7 |
| SS-8 |
| SS-9 |
File details come from the government source that posted it. Updated .