3-Final Bid Set Drawings24OCT2025.pdf
PDF 29 MB Posted
- Attached to
- PHASE 1 - BECK SEWER TRUNK LINE REHABILITATION
- Solicitation number
- 525003142
- Issued by
- Utah
About this file
The document "3-Final Bid Set Drawings24OCT2025.pdf" appears to be a set of technical drawings related to the Phase 1 Beck Sewer Trunk Line Rehabilitation project in Utah. The project involves comprehensive sewer infrastructure rehabilitation, specifically including approximately 6,982 feet of 48-inch and 64-inch sewer trunk line rehabilitation through CIPP (Cured-In-Place Pipe) lining, replacement of 1,637 feet of 64-inch sewer trunk line with a new 66-inch Fiber Reinforced Polymer (FRP) line, and rehabilitation of existing manholes. The project also encompasses associated dewatering, bypass pumping, and lateral connection work.
The engineer's cost estimate for this infrastructure project is $11,029,665.00, indicating a significant municipal investment in sewer system upgrades. While specific funding sources are not detailed in the provided document, the project appears to be a critical infrastructure improvement initiative for the local municipal or county utility system. The drawings are dated for October 24, 2025, suggesting this is a final technical design document prepared for bid and construction purposes. The comprehensive scope suggests a major infrastructure renewal effort aimed at improving the reliability and capacity of the local sewer trunk line system.
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S A
L T L A K
E
C I T Y
9/19/25
Laura Briefer (Oct 1, 2025 15:39:17 MDT)
INTERSTATE
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Project: S_COPU Beck St. Trunk Line Rehab Project ocation: Sait ake County, JT
|Project Nurnber: 21-1437
Date() Diled 0/11/2023 0M1/2023 Logged By
Crilling CH B
HSA
Method
C R Simoo 2800 HS/HT
Туpе
Apparant Groundwat Lattuda 7.8
Depth (fest
Commenta Water Lava) From 4/11/2023
Sarmples ke va ti on
De ep th t, i c c i
T y p e
N u m b e
S a m p l i n
R o s i s t a n x
Stze/Type Briling Centractor
Longitude Taei HolaTast Hola
Backill
M. McNell
LOG OF TEST HOLE 23-TH-02
3.75" bullet bt with &" Auger
ACacha (Ja)
40.79830,-111.80580
Plazomstт
Sheet 1 ofь
Checked By
Total Dapth
Drilled (fee Harmrens i Harrimar Wagh Brop (ibe/in.
Ground Suriacs
Elevation (feet) Elavntton Daturm
R. Buhler
27.0
Automatle (SPT)
4248 (App.)
NAVD 88
R e o v e r y in ch te ss
Gr aa ph ti c
Material Description Field Notes
Asphalt 4-in, Concrete 5-in.
SAND, gIvoly, somo sik -loso, moist, brown to dark brwn, (SP-SM}
Strong Hydrocarbon smell tom approx 25 to 12.5-t.
Driller adding approx.
10 gallons o water tohas to es augers at each sampling interval
4-3-2-
SPT -01 18
CLAY, sandy - sot, moist to wet, dark brown to black, medium plasticity, 0-1-1-1
SPT-02 10 (CL)
GRAVEL, wih sand, with sik -loose, wetwet, gray to dark gmy, sub-angular 2-1-2-1
SPT-03 to angular gravel up to 1-in, (GP-GM)
01-12
SPT04
with clay, gray to black
1-2-2-2
SPT-05 10
-4231 15-
2-3-3-1
SPT-08
GRAVEL, sandy, with clay- loose, wet, t,Iight gray to gray, (CP GC)
SPT-07
3-3-2-2
SPT-08 10
SPT -09 14
-4221
-4216
SPT-10 12
Botiom of Hole at 27 leet
GERHART COLE A-4
Location:
Project:SLCOPU Beck St. Trunk Line Rehab
Project Salt Lake County, UT
Project Number: 21-1437
Data(s) 04/10/2023 04/10/2023
Criling D1 B1t
HSA
Misthod
BM Rig Crliling Тура Simco 2800 HS/HT
Apparent Groundwater Latitude/ 5.3
Depth (fe8t) |Longitude Test Hole
Cemments Water Level From 4/13/2023
Sarnples
Test Hole Backfill ev at io n, De pi h, i c c t Ty px e
N u m b e r
Logged Bу
Siza/Type
Contractor
M. McNil
LOG OF TEST HOLE 23-TH-01
3.79' bullat bit with 8" Auger
ACache (Trevor)
40.78680, -111.00100
Plezometeт
Sheet 1 of 1
Chacked By al Bepth
Driled (fest) Weight
Drop (bein.)
Ground Surface
|Elevation (Tast) FlasationElevation Datum
R. Buhle
27.0
Autematic (SPT)
4245 (Аррrоx)
NAVD ee
S a m p l i n
R e s i s t a
R e c o v e r y li me ch es ss
Gr ap hi c
Material Description Field Notes
CRAVEL sandy, some sik - moist, light brown to brown, (GP GM, HILLI_
Driller addod approx. 10 gallons of water to augors at each samplo interval.
Possible HydroxarbonsCLAY, sandy -very sot to so't, molst, gray to black, (CL}
SPT-01 18
-4241
SAND, siky, frace gravel - loose, moist, tan to light brtwn, (SM) 1-2-2-3
SPT-02 18
SAND, with sit -loose, wet, tan to light brown, (SM)
SPT-03 18
-4238
2-3-5-4
SPT-04 18
SPT-05 18
-4231
SPT-08 17
SPT07
8-1-9-1
SPT-08
3-7-10-15
-trace sit
GRAVEL, with sand, some sit - medium donso, wot, fan to light brown, sub-angular to sub-rounded gravel up to 1-in., (GP GM;
-occasional clay seam approximately 0 5-in thick
SPT-09
8-9-12-11
11 -gravel up to 2-in., possible cobbles
SPT-10 5-10-11-4
SAND, with sik - medium dense, moist to wet, light brown to brown, (SM)
Botom of Hole at 27 fe
Driller indicates approximately S-in o heave in augers
GERHART COLE A-2
Project:SLCOPU Beck St. Trunk Line Rehab
Project Location: Salt Lake County, JT
Stza/Type
Project Number: 21-1437
Data(s} 04/13/2023 04/13/2023 Logged B
Criling
HSA
Misthod
CM R
Simco 2800 HS/HT
Type
Apparent Groundмает Not Founs Depth (fast
Cemments
Contractor
Latitude/
|Longtude Test HoleTest Hole Backill
M. McNa
LOG OF TEST HOLE 23-TH-044
3.76" bulst bt with 8" Augere
ACache (Jesse)
40.00203, -111.9130
Plezometт
Sheet 1 ofь
Checked By otal Bepth
Brilled (fest) ammer Welgh Drop {be/n.)
Ground Surface
Elevation (fast) Flanation Elevation
Datum
R. Buhler
27.0
Automatic (SPT)
4250 (Аpprox)
NAVD ee ke va ti on c
De pt ih i c e i
T y p e
N u m b e r
Samples
Sa mp li ng
Re as si ss ta e
R e c o v e r y ir re ch re ss s
Gr ap hi c
88-10-7
SPT-01 10
8-10-9-4
SPT-02 18
Material Description Field Notes
Asphak - appruximatoly 9-in.
-Concrete-- approximately 9-in.
GRAVEL, BOmo sand, somo cxobblkas, trece sik - medium dense, moist, red to brown, gravel up to 3-in. cobbles up to 5-n., (CР, -oxccasional layer up to 8-in. thick SILT, sandy - loxxse, mcist, brewn red, (ML) diicuk drilling. Grinding on gravels and cobbles
|SPT-02 has 2 bags
Grinding on gravols and cobbles13-18-14-15
SPT-03 30 10
GRAVE
7-8-8-6
SPT-0M 13
SPT-05 40-28-1 8-13-18
-4298
SPT-08
11-18-10-1 10-12
29 15
SPT07
11-10-4-0
-4231
SPT-08 7-13-15- 15-14
28 15
VEL, sandy, with aiit - medium dense, moist, brown to red, (CM) Grinding on gravels and cobbles deusee, possible cobbles
SAND, grav avelly, with siit - medium dense, moist, brown to red, {SM} Dfficut drilling grinding on cobbles and gravels
GRAVEL, sand ndy, with sit - medium dense, moist, brown to red, (GM)
-4228
554 543 SLT, with sand - stt, molst, light brown to brown, (VL)
SPT-08 19
-4221
Bottom of Hole at 27 flea;
GERHART COLE A-8
Location:
Project:S_COPU Beck St. Trunk Line Rehab Project Salt Lake County, UT
|Project Number: 21-1437
Data(s} 04/13/2023 04/13/2023 Logged BA
Crilling
HSA
Msthod Siza/Type
CH Rig Typs
Simco 2800 H8/HT Contractor
Apbarent Groта Latitude/
11.0 40.78819, -111.00823
|Deptn (fest)
Cemments Water Level From 4/18/2023
Samples
|Longitude Test HoleTast Hole
Plezometeт Backfill
M. McNil
LOG OF TEST HOLE 23-TH-03
3.76' bulet bit with 8" Auger
ACache (Jesse}
Sheet 1 of 1
Chacked By al Bepth
|Drilad {fest) welgh
Drop (be/n.)
Ground Surface
|Elevation (fest( FlevationElevation
Datum
R. Buhler
27.0
Automatic (SPT)
4242 (Аротоx.)
NAVD 80
|k ev aa ti eo n, Sx ep th i e e
Ty px e
N u m b e r
S a m p l i n
R o s s i s s t a n e
SPT-01
4-6-10-9
SPT-02
SPT-03
R o c x o v e r y in ch ee s
Material Description Field Notes
Asphalt-Approx. b-in.
Concrete -Approx. 10-in.10
CLAY, with sand, with gravel - medium sti" to sti", moist, light brown to brown, (CL) -1-in gravel stuck in sampling shoe
GRAVEL, 8andy, with silt - kxxse, moist, brown to red, (GP-GM) -possible cobbles, coarse gravel up to 2.5-in.
1.5-in. gravel stuck in
4-4-85
SPT-C
wet
2-1-2-2
SPT05
-4228
SPT-08 10
SPT07
0-0-1-2
ST-08 22
1-1-3-1
SPT-09 18
-4218
SPT-10 18
-4213 sampling shoxe
-coarse gravel and cobbles
SAND, silty, trace gravel -medium dense, wet, gray to black, (SM}
ORGANIC SLT, with sand, traco gravol - vory sot to sti", moist to wt, gray to black, (OН;
Driller started adding approx. 5 gal. of water into augers
|Driller indicates approx.
|2-in. o° slu". 12.5- Sample amelle oSample smells of hydrocarbons, also
Irdeecent sheen оn water in sampler
Briller indicates strong hydrocarbon smell on drillbk|drill bik
Very s0't 8T push
-2-in. layer of light brown to tan over consoldated clay.
SLI, with sand, trace gravel - soft to medium sti", wet, gray to black, ML organic odor
-ELASTIC SLT, sandy -sot, wot, dark brown to black, ino sand, Interbedded with ibrous peat, (MН} organic odor
Driller indicates apprоx.
8-in o heave
Bottom of Hole at 27 feet
GERHART COLE A-6
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WORK
ROAD
AHEAD
800N CLOSED AHEAD
WORK
ROAD
AHEAD
USE ALTERNATE ROUTE
800N CLOSED AHEAD
WORK
ROAD
AHEAD
USE ALTERNATE ROUTE
800N CLOSED AHEAD
WORK
ROAD
AHEAD
USE ALTERNATE ROUTE
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
TYPE III BARRICADE
TYPE III BARRICADE
ARROW BOARD
LEGEND
WORK AREA
1. WORK AREA IS DIAGRAMMATIC AND
REPRESENTS A POTENTIAL AREA FOR
REQUIRED STORM SEWER WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE
APPROVED BY UDOT AND SALT LAKE
CITY.
3. ALL CHANGES IN TRAFFIC PATTERNS
MUST BE COORDINATED WITH THE
TRAFFIC OPERATIONS CENTER (TOC).
4. THIS PRELIMINARY TC PLAN IS FOR
REFERENCE ONLY, THE CONTRACTOR IS
REQUIRED TO PREPARE TRAFFIC
CONTROL PLANS FOLLOWING UDOT'S
TC SERIES STANDARD DRAWINGS AND
SUBMIT PLANS TO UDOT AND SALT LAKE
CITY'S TRANSPORTATION DIVISION FOR
APPROVAL A MINIMUM OF TWO WEEKS
PRIOR TO ANY PLANNED
CONSTRUCTION.
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS g g fo g g gggg gggggg
H
H
H
C x eoa g eoa x x x x x g x x
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
TYPE III BARRICADE
TYPE III BARRICADE
ARROW BOARD
LEGEND
WORK AREA
1. WORK AREA IS DIAGRAMMATIC AND
REPRESENTS A POTENTIAL AREA FOR
REQUIRED STORM SEWER WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE
APPROVED BY UDOT AND SALT LAKE
CITY.
3. ALL CHANGES IN TRAFFIC PATTERNS
MUST BE COORDINATED WITH THE
TRAFFIC OPERATIONS CENTER (TOC).
4. THIS PRELIMINARY TC PLAN IS FOR
REFERENCE ONLY, THE CONTRACTOR IS
REQUIRED TO PREPARE TRAFFIC
CONTROL PLANS FOLLOWING UDOT'S
TC SERIES STANDARD DRAWINGS AND
SUBMIT PLANS TO UDOT AND SALT LAKE
CITY'S TRANSPORTATION DIVISION FOR
APPROVAL A MINIMUM OF TWO WEEKS
eoa g g g g g g g g g gg g g g g g g g g g gggggggggg x x x
MB MB H
g g g g g g gx x x x x x x x x eoa eoa eoa eoa g x x x x x x x g g g
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
TYPE III BARRICADE
TYPE III BARRICADE
ARROW BOARD
LEGEND
WORK AREA
1. WORK AREA IS DIAGRAMMATIC AND
REPRESENTS A POTENTIAL AREA FOR
REQUIRED STORM SEWER WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE
APPROVED BY UDOT AND SALT LAKE
CITY.
3. ALL CHANGES IN TRAFFIC PATTERNS
MUST BE COORDINATED WITH THE
TRAFFIC OPERATIONS CENTER (TOC).
4. THIS PRELIMINARY TC PLAN IS FOR
REFERENCE ONLY, THE CONTRACTOR IS
REQUIRED TO PREPARE TRAFFIC
CONTROL PLANS FOLLOWING UDOT'S
TC SERIES STANDARD DRAWINGS AND
SUBMIT PLANS TO UDOT AND SALT LAKE
CITY'S TRANSPORTATION DIVISION FOR
APPROVAL A MINIMUM OF TWO WEEKS
eoa eoa eoa
H ggggg
HH
eoa
WORK
ROAD
AHEAD
RIGHT LANE
CLOSED
AHEAD
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
TYPE III BARRICADE
TYPE III BARRICADE
ARROW BOARD
LEGEND
WORK AREA
1. WORK AREA IS DIAGRAMMATIC AND
REPRESENTS A POTENTIAL AREA FOR
REQUIRED STORM SEWER WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE
APPROVED BY UDOT AND SALT LAKE
CITY.
3. ALL CHANGES IN TRAFFIC PATTERNS
MUST BE COORDINATED WITH THE
TRAFFIC OPERATIONS CENTER (TOC).
4. THIS PRELIMINARY TC PLAN IS FOR
REFERENCE ONLY, THE CONTRACTOR IS
REQUIRED TO PREPARE TRAFFIC
CONTROL PLANS FOLLOWING UDOT'S
TC SERIES STANDARD DRAWINGS AND
SUBMIT PLANS TO UDOT AND SALT LAKE
CITY'S TRANSPORTATION DIVISION FOR
APPROVAL A MINIMUM OF TWO WEEKS
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distrib ution Airbus DS
LEFT LANE
CLOSED
AHEAD
WORK
ROAD
AHEAD
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
TYPE III BARRICADE
TYPE III BARRICADE
ARROW BOARD
LEGEND
WORK AREA
1. WORK AREA IS DIAGRAMMATIC AND
REPRESENTS A POTENTIAL AREA FOR
REQUIRED STORM SEWER WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE
APPROVED BY UDOT AND SALT LAKE
CITY.
3. ALL CHANGES IN TRAFFIC PATTERNS
MUST BE COORDINATED WITH THE
TRAFFIC OPERATIONS CENTER (TOC).
4. THIS PRELIMINARY TC PLAN IS FOR
REFERENCE ONLY, THE CONTRACTOR IS
REQUIRED TO PREPARE TRAFFIC
CONTROL PLANS FOLLOWING UDOT'S
TC SERIES STANDARD DRAWINGS AND
SUBMIT PLANS TO UDOT AND SALT LAKE
CITY'S TRANSPORTATION DIVISION FOR
APPROVAL A MINIMUM OF TWO WEEKS
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
TYPE III BARRICADE
TYPE III BARRICADE
ARROW BOARD
LEGEND
WORK AREA
1. WORK AREA IS DIAGRAMMATIC AND
REPRESENTS A POTENTIAL AREA FOR
REQUIRED STORM SEWER WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE
APPROVED BY UDOT AND SALT LAKE
CITY.
3. ALL CHANGES IN TRAFFIC PATTERNS
MUST BE COORDINATED WITH THE
TRAFFIC OPERATIONS CENTER (TOC).
4. THIS PRELIMINARY TC PLAN IS FOR
REFERENCE ONLY, THE CONTRACTOR IS
REQUIRED TO PREPARE TRAFFIC
CONTROL PLANS FOLLOWING UDOT'S
TC SERIES STANDARD DRAWINGS AND
SUBMIT PLANS TO UDOT AND SALT LAKE
CITY'S TRANSPORTATION DIVISION FOR
APPROVAL A MINIMUM OF TWO WEEKS
g g fo g g gggg gggggg
H
H
H
C x eoa g eoa x x x x x g x x
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
TYPE III BARRICADE
TYPE III BARRICADE
ARROW BOARD
LEGEND
WORK AREA
1. WORK AREA IS DIAGRAMMATIC AND
REPRESENTS A POTENTIAL AREA FOR
REQUIRED STORM SEWER WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE
APPROVED BY UDOT AND SALT LAKE
CITY.
3. ALL CHANGES IN TRAFFIC PATTERNS
MUST BE COORDINATED WITH THE
TRAFFIC OPERATIONS CENTER (TOC).
4. THIS PRELIMINARY TC PLAN IS FOR
REFERENCE ONLY, THE CONTRACTOR IS
REQUIRED TO PREPARE TRAFFIC
CONTROL PLANS FOLLOWING UDOT'S
TC SERIES STANDARD DRAWINGS AND
SUBMIT PLANS TO UDOT AND SALT LAKE
CITY'S TRANSPORTATION DIVISION FOR
APPROVAL A MINIMUM OF TWO WEEKS
eoa g g g g g g g g g gg g g g g g g g g g gggggggggg x x x
MB MB H
g g g g g g gx x x x x x x x x eoa eoa eoa eoa g x x x x x x x g g g
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
TYPE III BARRICADE
TYPE III BARRICADE
ARROW BOARD
LEGEND
WORK AREA
1. WORK AREA IS DIAGRAMMATIC AND
REPRESENTS A POTENTIAL AREA FOR
REQUIRED STORM SEWER WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE
APPROVED BY UDOT AND SALT LAKE
CITY.
3. ALL CHANGES IN TRAFFIC PATTERNS
MUST BE COORDINATED WITH THE
TRAFFIC OPERATIONS CENTER (TOC).
4. THIS PRELIMINARY TC PLAN IS FOR
REFERENCE ONLY, THE CONTRACTOR IS
REQUIRED TO PREPARE TRAFFIC
CONTROL PLANS FOLLOWING UDOT'S
TC SERIES STANDARD DRAWINGS AND
SUBMIT PLANS TO UDOT AND SALT LAKE
CITY'S TRANSPORTATION DIVISION FOR
APPROVAL A MINIMUM OF TWO WEEKS
eoa eoa eoa
H ggggg
HH
eoa
TURN
LEFT
AHEAD
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
TYPE III BARRICADE
TYPE III BARRICADE
ARROW BOARD
LEGEND
WORK AREA
1. WORK AREA IS DIAGRAMMATIC AND
REPRESENTS A POTENTIAL AREA FOR
REQUIRED STORM SEWER WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE
APPROVED BY UDOT AND SALT LAKE
CITY.
3. ALL CHANGES IN TRAFFIC PATTERNS
MUST BE COORDINATED WITH THE
TRAFFIC OPERATIONS CENTER (TOC).
4. THIS PRELIMINARY TC PLAN IS FOR
REFERENCE ONLY, THE CONTRACTOR IS
REQUIRED TO PREPARE TRAFFIC
CONTROL PLANS FOLLOWING UDOT'S
TC SERIES STANDARD DRAWINGS AND
SUBMIT PLANS TO UDOT AND SALT LAKE
CITY'S TRANSPORTATION DIVISION FOR
APPROVAL A MINIMUM OF TWO WEEKS
MB
eoa
TURN
LEFT
AHEAD
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
TYPE III BARRICADE
TYPE III BARRICADE
ARROW BOARD
LEGEND
WORK AREA
1. WORK AREA IS DIAGRAMMATIC AND
REPRESENTS A POTENTIAL AREA FOR
REQUIRED STORM SEWER WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE
APPROVED BY UDOT AND SALT LAKE
CITY.
3. ALL CHANGES IN TRAFFIC PATTERNS
MUST BE COORDINATED WITH THE
TRAFFIC OPERATIONS CENTER (TOC).
4. THIS PRELIMINARY TC PLAN IS FOR
REFERENCE ONLY, THE CONTRACTOR IS
REQUIRED TO PREPARE TRAFFIC
CONTROL PLANS FOLLOWING UDOT'S
TC SERIES STANDARD DRAWINGS AND
SUBMIT PLANS TO UDOT AND SALT LAKE
CITY'S TRANSPORTATION DIVISION FOR
APPROVAL A MINIMUM OF TWO WEEKS
x x x
WORK
ROAD
AHEAD
LEFT LANE
CLOSED
AHEAD
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
TYPE III BARRICADE
TYPE III BARRICADE
ARROW BOARD
LEGEND
WORK AREA
1. WORK AREA IS DIAGRAMMATIC AND
REPRESENTS A POTENTIAL AREA FOR
REQUIRED STORM SEWER WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE
APPROVED BY UDOT AND SALT LAKE
CITY.
3. ALL CHANGES IN TRAFFIC PATTERNS
MUST BE COORDINATED WITH THE
TRAFFIC OPERATIONS CENTER (TOC).
4. THIS PRELIMINARY TC PLAN IS FOR
REFERENCE ONLY, THE CONTRACTOR IS
REQUIRED TO PREPARE TRAFFIC
CONTROL PLANS FOLLOWING UDOT'S
TC SERIES STANDARD DRAWINGS AND
SUBMIT PLANS TO UDOT AND SALT LAKE
CITY'S TRANSPORTATION DIVISION FOR
APPROVAL A MINIMUM OF TWO WEEKS
MB
eoa
LOCAL TRAFFIC ONLY
ROAD CLOSED AHEAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
ROAD
CLOSED
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
TYPE III BARRICADE
TYPE III BARRICADE
ARROW BOARD
LEGEND
WORK AREA
1. WORK AREA IS DIAGRAMMATIC AND
REPRESENTS A POTENTIAL AREA FOR
REQUIRED STORM SEWER WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE
APPROVED BY UDOT AND SALT LAKE
CITY.
3. ALL CHANGES IN TRAFFIC PATTERNS
MUST BE COORDINATED WITH THE
TRAFFIC OPERATIONS CENTER (TOC).
4. THIS PRELIMINARY TC PLAN IS FOR
REFERENCE ONLY, THE CONTRACTOR IS
REQUIRED TO PREPARE TRAFFIC
CONTROL PLANS FOLLOWING UDOT'S
TC SERIES STANDARD DRAWINGS AND
SUBMIT PLANS TO UDOT AND SALT LAKE
CITY'S TRANSPORTATION DIVISION FOR
APPROVAL A MINIMUM OF TWO WEEKS
x x x
WORK
ROAD
AHEAD
LEFT LANE
CLOSED
AHEAD
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
BLUE STAKES OF UTAH
Utility Notification Center, Inc.
1-800-662-4111 www.bluestakes.org
Dig Safely. Know what'sbelow.
Callbefore you dig.
CALL BEFORE YOU DIG.
TYPE III BARRICADE
TYPE III BARRICADE
ARROW BOARD
LEGEND
WORK AREA
1. WORK AREA IS DIAGRAMMATIC AND
REPRESENTS A POTENTIAL AREA FOR
REQUIRED STORM SEWER WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE
APPROVED BY UDOT AND SALT LAKE
CITY.
3. ALL CHANGES IN TRAFFIC PATTERNS
MUST BE COORDINATED WITH THE
TRAFFIC OPERATIONS CENTER (TOC).
4. THIS PRELIMINARY TC PLAN IS FOR
REFERENCE ONLY, THE CONTRACTOR IS
REQUIRED TO PREPARE TRAFFIC
CONTROL PLANS FOLLOWING UDOT'S
TC SERIES STANDARD DRAWINGS AND
SUBMIT PLANS TO UDOT AND SALT LAKE
CITY'S TRANSPORTATION DIVISION FOR
APPROVAL A MINIMUM OF TWO WEEKS
Beck Street Trunk Line Rehabilitation_Plan Set Final Audit Report 2025-10-01
Created: 2025-09-26
By: Moriah Ayon (Moriah.Ayon@slc.gov)
Status: Signed
Transaction ID: CBJCHBCAABAAnZdM2FDtJRxRw_XH4zBjZGL8IrOtRPG2
"Beck Street Trunk Line Rehabilitation_Plan Set" History Document created by Moriah Ayon (Moriah.Ayon@slc.gov)
2025-09-26 - 12:34:16 PM GMT
Document emailed to jason.draper@slc.gov for signature
2025-09-26 - 12:38:28 PM GMT
Email sent to Moriah Ayon (Moriah.Ayon@slc.gov) bounced and could not be delivered
2025-09-26 - 12:39:14 PM GMT
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2025-09-26 - 12:39:24 PM GMT
Email sent to nikolai.halverson@slc.gov bounced and could not be delivered
2025-09-26 - 12:39:25 PM GMT
Email viewed by jason.draper@slc.gov
2025-09-26 - 1:16:52 PM GMT
Signer jason.draper@slc.gov entered name at signing as Jason Draper
2025-09-29 - 10:52:35 PM GMT
Document e-signed by Jason Draper (jason.draper@slc.gov) Signature Date: 2025-09-29 - 10:52:37 PM GMT - Time Source: server
Document emailed to Laura Briefer (laura.briefer@slc.gov) for signature
2025-09-29 - 10:52:55 PM GMT
Email sent to Moriah Ayon (Moriah.Ayon@slc.gov) bounced and could not be delivered
2025-09-29 - 10:53:29 PM GMT
Email viewed by Laura Briefer (laura.briefer@slc.gov)
2025-10-01 - 9:38:40 PM GMT
Document e-signed by Laura Briefer (laura.briefer@slc.gov) Signature Date: 2025-10-01 - 9:39:17 PM GMT - Time Source: server
Agreement completed.
2025-10-01 - 9:39:17 PM GMT
File details come from the government source that posted it. Updated .