1-Construction Drawings - 2025 Geneva Road SSMH Liner Project.pdf
PDF 6 MB Posted
- Attached to
- GENEVA RD. SSMH LINER PROJECT
- Solicitation number
- 25-012-02
- Issued by
- Utah
About this file
The document is a set of engineering project drawings for the City of Orem's Community Development Engineering Division, specifically the Geneva Road SSMH (Sanitary Sewer Manhole) Liner Project scheduled for July 2025. The project encompasses utility improvements along Geneva Road at multiple locations including 1600 North, 1340 North, 1058 North, and Center Street, with a total of 10 sanitary sewer manholes targeted for rehabilitation. The project number is 25-012, and the drawings provide detailed utility plans, location maps, and specific manhole details, with each manhole having unique characteristics such as diameter (ranging from 5' to 6') and varying approximate depths between 6.41' and 15.76'.
The engineering drawings include comprehensive technical information, utility symbols, and abbreviations, and are prepared by the City of Orem's Engineering Division located at 56 North State Street in Orem, Utah. The project design engineer is Tiffany Farnsworth, and the drawings were created in July 2025 with multiple departmental contacts listed for various aspects of the project including sewer, water, storm drain, streets, and traffic control. The utility plans show existing and proposed sanitary sewer lines (ranging from 6" to 24" in diameter) and provide a detailed project vicinity map indicating the specific areas of construction along Geneva Road.
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Text version
COMMUNITY DEVELOPMENT
ENGINEERING DIVISION
56 NORTH STATE ST
OREM, UT 84057
CITY OF OREM
JULY 2025
CITY OF OREM, COMMUNITY DEVELOPMENT, ENGINEERING DIVISION
DRAWINGS FOR THE CONSTRUCTION OF:
GENEVA RD. SSMH LINER PROJECT 7/23/2025
Thomas Nisson
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: JULY 2025
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
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M
AI
N S
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EA
ST
EA
ST
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AS
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GENERAL INFORMATION
PROJECT NUMBER: 25-012
SHEET
TITLENUMBER
TITLE SHEET1
GENERAL INFO AND LOCATION MAP2
UT3
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
UT1
UT4
PROJECT
AREA
1600 NORTH
UTILITY PLAN GENEVA RD, CENTER ST
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
CONTACTS
GE
N
EV
A
RD
TOP OF ASPHALTTA
UT2
UTILITY PLAN GENEVA RD, 1600 N
UTILITY PLAN GENEVA RD, 1058 N
UTILITY PLAN GENEVA RD, 1340 N
ANGLE POINTAP
GENEVA RD. SSMH LINER PROJECT
EXISTING STRUCTURE
OR FACILITY
GE
N
EV
A
RD
CENTER STREET
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 DECEMBER 19,
2025.
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 REQUIRED TO MAINTAIN DRIVEWAY PARKING ACCESS
TO ALL APARTMENT BUILDINGS, BUSINESSES, HOMES, ETC. DURING
CONSTRUCTION.
4. PRIOR TO ANY WORK ON 1600 N AND GENEVA ROAD, THE CONTRACTOR
SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE UTAH
DEPARTMENT OF TRANSPORTATION (UDOT). THE CONTRACTOR SHALL
COMPLY WITH ALL CONDITIONS SPECIFIED IN THE ENCROACHMENT
PERMIT. UDOT MAY IMPOSE PARTICULAR TRAFFIC CONTROL PLANS AND
WORKING HOUR RESTRICTIONS.
5. EXACT FLOW DATA AND EQUIPMENT NEEDED FOR BYPASS AND/OR PLUG
APPLICATIONS WILL BE DETERMINED IN THE FIELDS BY THE CONTRACTOR
PRIOR TO CONSTRUCTION. CONTRACTOR WILL BE REQUIRED TO PUMP
AND BYPASS EXISTING FLOW AS REQUIRED FOR LEAK MITIGATION AND
LINING THE MANHOLE.
6. THE CONTRACTOR SHALL NOTIFY ALL IMPACTED RESIDENTS AND BUSINESS
OWNERS AT LEAST 24 HOURS IN ADVANCE OF ANY CONSTRUCTION
ACTIVITIES THAT WILL IMPACT THEM. THE CONTRACTOR SHALL, WITHIN
REASONABLE LIMITS, MAKE ACCOMMODATIONS TO ENSURE ACCESS FOR
RESIDENTS AND BUSINESSES.
7. ROAD CLOSURES WILL ONLY BE ALLOWED WITH APPROVAL FROM THE CITY
ENGINEER AND UDOT. FOR ANY ROAD CLOSURES CONTRACTOR MUST
NOTIFY PUBLIC SAFETY, WASTE MANAGEMENT, POST OFFICE, ANY SCHOOL
DISTRICTS AFFECTED, AND UTA.
GENERAL NOTES
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SSMH ID: 01-0076
5' DIAMETER
APPROXIMATE DEPTH: 9.4'
SSMH ID: 01-0077
5' DIAMETER
APPROXIMATE DEPTH: 10.46'
SSMH ID: 01-0079
5' DIAMETER
APPROXIMATE DEPTH: 8.94'
SSMH ID: 01-0080
5' DIAMETER
APPROXIMATE DEPTH: 4.59'
SSMH ID: 01-0081
5' DIAMETER
APPROXIMATE DEPTH: 4.59'
SSMH ID: 05-0133
5' DIAMETER
APPROXIMATE DEPTH: 6.85'
SSMH ID: 05-0134
5' DIAMETER
APPROXIMATE DEPTH: 6.41' SSMH ID: 05-0132
5' DIAMETER
APPROXIMATE DEPTH: 8.45'
SSMH ID: 05-0166
5' DIAMETER
APPROXIMATE DEPTH: 9.1'
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SCALE: 1" = 100' (11"x 17" SHEET SIZE)
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SS 8in SS 8inSS 8in SS 8in
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SS 24in SS 24in
SS 24in SS 24in
SS 24in SS 24in
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SS 24in SS 24in
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SS 12in
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SS
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SSMH ID: 05-0165
5' DIAMETER
APPROXIMATE DEPTH: 10.44' SSMH ID: 05-0130
6' DIAMETER
APPROXIMATE DEPTH: 14'
SSMH ID: 05-0128
5' DIAMETER
APPROXIMATE DEPTH: 14.24' SSMH ID: 05-014
5' DIAMETER
APPROXIMATE DEPTH: 14.4'
GENEVA ROAD
1340 NORTH
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SSSS
SSMH ID: 05-0129
5' DIAMETER
APPROXIMATE DEPTH: 15.46'
SSMH ID: 05-0185
5' DIAMETER
APPROXIMATE DEPTH: 15.63'
SSMH ID: 09-0061
5' DIAMETER
APPROXIMATE DEPTH: 15.76'
GENEVA ROAD
SS 24in
SS 18in
SS 12in
UTAH ROCK & CONCRETE
1058 N
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SSSS
SSMH ID: 19-0058
5' DIAMETER
APPROXIMATE DEPTH: 15.8'
SSMH ID: 19-0054
5' DIAMETER
APPROXIMATE DEPTH: 12.34'
GENEVA ROAD
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| Sheets and Views |
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| Title & Index - Index |
| Design Basemap - UT1 |
| Design Basemap - UT2 |
| Design Basemap - UT3 |
| Design Basemap - UT4 |
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