2-7000 S Landscape 07.05.25.pdf
PDF 9 MB Posted
- Attached to
- 7000 South Entrance Improvement Project
- Solicitation number
- WJPS26042301
- Issued by
- Salt Lake County, Utah
About this file
This is a landscape design and construction document prepared by Consor Engineers for the City of West Jordan, Utah, detailing the 7000 South Landscape Design Services project at Bingham Junction Park. The project encompasses comprehensive landscape enhancements along the 7000 South entrance corridor, including the construction of multiple Verti-Block retaining walls (estimated at six walls ranging from 1.22 to 3.73 stations in length), installation of stamped concrete surfaces, and extensive plantings of trees, shrubs, perennials, and grasses. The scope of work includes demolition of existing block retaining walls and concrete curbs, clearing and grubbing of site areas, installation of erosion control measures, and complete grading with slope stabilization. Plant materials total approximately 669 individual plants across multiple species including Amelanchier canadensis, Cotinus coggygria varieties, Gleditsia triacanthos, Picea pungens, Buddleja davidii, Cornus sericea, Mahonia aquifolium, Rosa species, Calamagrostis acutiflora, and Miscanthus varieties, along with native seed mixes, turf sod, and decorative rock mulches (City Creek Cobble, Passion River Pebbles, and dark brown mulch totaling approximately 94,000 square feet). The project requires coordination with West Jordan City Public Works, adherence to traffic control plans approved by UDOT, and implementation of a comprehensive stormwater pollution prevention plan with silt fencing, fiber roll erosion control, and stabilized construction entrances.
The irrigation design includes a complete pressurized system with 3/4-inch to 2-inch PVC Schedule 40 mainlines and laterals totaling approximately 6,158 linear feet, featuring Rain Bird turf sprays, rotors, and drip irrigation components with pressure regulation and check valves to serve all landscaped areas. Contractors must notify Blue Stakes of Utah (1-800-662-4111) and multiple utility providers 48 hours prior to construction, obtain all necessary permits, and submit traffic control plans to both UDOT and West Jordan City a minimum of two weeks before construction begins. Regular work hours are 7:00 a.m. to 7:00 p.m., Monday through Friday, with weekend and holiday work requiring written approval from the City's Public Works Director. All contractors must be S330-licensed, maintain proper bonding, and warranty all plant material for one year following final acceptance; as-built drawings and documentation must be provided prior to final payment. The project is subject to West Jordan City specifications and standards, APWA standards where applicable, and all work must comply with current erosion control and landscaping design criteria established by the City.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 4-25557 West Jordan 70th South Landscape - Geotechnical Study.pdf | ||
| 5-PROTECTED INFORMATION REQUEST FORM.docx | DOCX document | |
| 6-COI Guide for Contractors.pdf | ||
| 3-Attachment A- Bid Schedule.docx | DOCX document | |
| 1-WJPS26042301 7000 S Entrance Improvement.pdf |
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Text version
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
COVER
CS-00
7000 SOUTH LANDSCAPE
DESIGN SERVICES
SHEET INDEX
COVER CS-00
OVERVIEW OV-01
TRAFFIC CONTROL TC-01 - TC-12
DEMOLITION DM-01 - DM-03
EROSION CONTROL EC-01 - EC-05
SURVEY CONTROL SC-01
SITE PLAN SP-00 - SP-03
SITE DETAILS SPDT-01 - SPDT-02
GRADING GR-01 - GR-07
WALL PROFILES BC-01 - BC-07
LANDSCAPE PLAN LS-00 - LS-03
LANDSCAPE DETAILS LSDT-01 - LSDT-03
IRRIGATION PLAN IR-00 - IR-03
IRRIGATION DETAILS IRDT-01 - IRDT-05
VICINITY MAP
SCALE: N.T.S.
PROJECT
LOCATION
BINGHAM
JUNCTION
PARK
7000 S
CONSULTANT CONTACT LIST:
PRINCIPAL IN CHARGE MASON BOUCK
PROJECT MANAGER AARON HENEGAR
LANDSCAPE DESIGNER BRYTON SHEPHERD
LANDSCAPE ARCHITECT LARS ANDERSON
7/1/2025
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
OVERVIEW
OV-01
VERTI-BLOCK WALL
2-3" CITY CREEK COBBLE
MONUMENT SIGN
1-2" PASSION RIVER PEBBLES
7000 S
TURF SOD
OLD HOLLOW WAY
JORDAN CANAL
S
W
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
0 60 120
TRAFFIC CONTROL
TC-01
SH
EE
T
TC
-0
TRAFFIC CONTROL SIGN
TRAFFIC CONTROL DRUM
ARROW BOARD
WORK AREA
LEGEND:
TYPE II BARRICADE
NOTES:
1. USE THE PRE-CONSTRUCTION POSTED SPEED LIMIT PRIOR TO WORK ZONE TO COMPUTE THE SIGN
SPACING, TAPER LENGTH, BUFFER ZONE, AND WORK CLEAR ZONE DISTANCE. USE THE POSTED
WORK ZONE SPEED LIMIT DURING WORK TO DETERMINE THE TANGENT SPACING FOR CHANNELIZING
DEVICES.
2. PLACE ARROW BOARD ON SHOULDER WHEN AVAILABLE.PLACE ARROW BOARD IN THE FRIST 1/3 OF
TAPER IN THE CLOSED LANE WHEN NO ADEQUATE SHOULDER IS AVAILABLE.
3. USE SHOULDER TAPER WHEN ARROW BOARD IS PLACED ON SHOULDER.
4. SEE UDOT STD. DWG. TC 4A FOR TAPER, BUFFER ZONE, & SIGN SPACING CHART AND TRAFFIC
CONTROL DEVICE LEGEND
5. SEE UDOT STD. DWG. TC 4D FOR SIGN DESIGN AND LAYOUT.
6. SEE UDOT STD. DWG. TC DETAIL TC 5-2 FOR 100' GAP SPACING.
7. ALL TRAFFIC CONTROL PLANS MUST BE APPROVED BY UDOT AND WEST JORDAN CITY.
8. ALL CHANGES IN TRAFFIC PATTERNS MUST BE COORDINATED WITH THE TRAFFIC OPERATIONS
CENTER (TOC).
9. 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 WEST JORDAN'S TRANSPORTATION DIVISION FOR APPROVAL A MINIMUM OF TWO
WEEKS PRIOR TO ANY PLANNED CONSTRUCTION.
L = TAPER LENGTH IN FEET
W = WIDTH OF SHIFT, LANE OR SHOULDER CLOSURE OFFSET IN FEET
S = SPEED IN MPH
3 L = FOR SHOULDER CLOSURE TAPER
2 L = FOR LANE SHIFT TAPER
2- CHANNELIZING DEVICES
A. MERGING AND SHIFTING TAPERS: USE A MINIMUM OF ONE DEVICE
PER FT OF LANE CLOSURE WIDTH, PLUS ONE ADDITIONAL DEVICE TO
START.
B. SHOULDER, ONE-LANE TWO-WAY, AND DOWNSTREAM TAPERS: USE A
MINIMUM OF ONE DEVICE PER 3 FT OF WIDTH (OR PORTION
THEREOF), PLUS ONE ADDITONAL DEVICE TO START.
C. ON TANGENT; S x 2 - SPACING UPTO 120 FT MAXIMUM. LENGTH OF
BUFFER ZONE (BZ) IS THE DISTANCE FROM END OF LANE CLOSURE
TAPER TO WORK SPACE, OR ANY OBSTRUCTION PRIOR TO WORK
SPACE.
1- TAPER LENGTH FORMULAS
WORK
ROAD
AHEAD
LEFT LANE
CLOSED
AHEAD
RIGHT LANE
CLOSED
AHEAD
OR
C B A
TAPER (L) BUFFER (BZ) 100'
*THE LENGTH OF BUFFER (BZ) MAY BE REDUCED WITH THE APPROVAL OF THE ENGINEER
**MAXIMUM SPACING IS THE GIVEN VALUE (SS) MULTIPLIED BY 1.5
OR
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
WORK
ROAD
AHEAD
LEFT LANE
CLOSED
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
350'
36"X36"36"X36"36"X36"
245' TAPER
DEVICES AT 20' SPACING
100' GAP 125' TAPER
DEVICES AT 20' SPACING
0'
0'
7000 S
350' 350'
LEFT LANE
MUST
TURN LEFT
36"X36"
C O
LU
M
BIA D
R
W
W
36"X36"
36"X36"
24"X24"
20'
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
TRAFFIC CONTROL
TC-02
SH
EE
T
TC
-0
SH
EE
T
TC
-0
0 60 120
1. WORK AREA IS DIAGRAMMATIC AND REPRESENTS A POTENTIAL
AREA FOR REQUIRED LANDSCAPE WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE APPROVED BY UDOT AND
WEST JORDAN 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 WEST JORDAN'S TRANSPORTATION DIVISION
FOR APPROVAL A MINIMUM OF TWO WEEKS PRIOR TO ANY
PLANNED CONSTRUCTION.PHASE 1 - MEDIAN WORK
TRAFFIC CONTROL SIGN
TRAFFIC CONTROL DRUM
ARROW BOARD
425' BUFFER
DEVICES AT 70' SPACING
100' TAPER
DEVICES AT 50' SPACING
7000 S
OLD HOLLOW WAY
70'
50'
100'
SPEED
LIMIT
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
TRAFFIC CONTROL
TC-03
SH
EE
T
TC
-0
SH
EE
T
TC
-0
0 60 120
1. WORK AREA IS DIAGRAMMATIC AND REPRESENTS A POTENTIAL
AREA FOR REQUIRED LANDSCAPE WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE APPROVED BY UDOT AND
WEST JORDAN 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 WEST JORDAN'S TRANSPORTATION DIVISION
FOR APPROVAL A MINIMUM OF TWO WEEKS PRIOR TO ANY
PLANNED CONSTRUCTION.PHASE 1 - MEDIAN WORK
TRAFFIC CONTROL SIGN
TRAFFIC CONTROL DRUM
ARROW BOARD
7000 S
W
OLD HOLLOW WAY
OVERVIEW WAY
100'
100'
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
TRAFFIC CONTROL
TC-04
SH
EE
T
TC
-0
SH
EE
T
TC
-0
0 60 120
1. WORK AREA IS DIAGRAMMATIC AND REPRESENTS A POTENTIAL
AREA FOR REQUIRED LANDSCAPE WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE APPROVED BY UDOT AND
WEST JORDAN 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 WEST JORDAN'S TRANSPORTATION DIVISION
FOR APPROVAL A MINIMUM OF TWO WEEKS PRIOR TO ANY
PLANNED CONSTRUCTION.PHASE 1 - MEDIAN WORK
TRAFFIC CONTROL SIGN
TRAFFIC CONTROL DRUM
ARROW BOARD
100' TAPER
DEVICES AT 50' SPACING
425' BUFFER
DEVICES AT 50' SPACING
TR
IU
M
PH
L N
TR
IU
M
PH
L N 24"X24"
N O
R
TH
J O
R D
AN
C
AN
AL
50' 50'
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
TRAFFIC CONTROL
TC-05
SH
EE
T
TC
-0
SH
EE
T
TC
-0
0 60 120
1. WORK AREA IS DIAGRAMMATIC AND REPRESENTS A POTENTIAL
AREA FOR REQUIRED LANDSCAPE WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE APPROVED BY UDOT AND
WEST JORDAN 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 WEST JORDAN'S TRANSPORTATION DIVISION
FOR APPROVAL A MINIMUM OF TWO WEEKS PRIOR TO ANY
PLANNED CONSTRUCTION.PHASE 1 - MEDIAN WORK
TRAFFIC CONTROL SIGN
TRAFFIC CONTROL DRUM
ARROW BOARD
100' GAP
300' TAPER
DEVICES AT 50' SPACING 600' TAPERDEVICES AT 50' SPACING
36"X36"
LEFT LANE
MUST
TURN LEFT
JO
R
D
AN
R
IV
ER
RIVER FOX WAY
50'
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
TRAFFIC CONTROL
TC-06
SH
EE
T
TC
-0
SH
EE
T
TC
-0
0 60 120
1. WORK AREA IS DIAGRAMMATIC AND REPRESENTS A POTENTIAL
AREA FOR REQUIRED LANDSCAPE WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE APPROVED BY UDOT AND
WEST JORDAN 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 WEST JORDAN'S TRANSPORTATION DIVISION
FOR APPROVAL A MINIMUM OF TWO WEEKS PRIOR TO ANY
PLANNED CONSTRUCTION.PHASE 1 - MEDIAN WORK
TRAFFIC CONTROL SIGN
TRAFFIC CONTROL DRUM
ARROW BOARD
600' TAPER
DEVICES AT 50' SPACING
500'
500'
500'
WORK
ROAD
AHEAD
LEFT LANE
CLOSED
AHEAD
36"X36"
36"X36"
36"X36"
0'
0'
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
RI
VE
R
GA
TE
D
R
50'
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
TRAFFIC CONTROL
TC-07
SH
EE
T
TC
-0
1. WORK AREA IS DIAGRAMMATIC AND REPRESENTS A POTENTIAL
AREA FOR REQUIRED LANDSCAPE WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE APPROVED BY UDOT AND
WEST JORDAN 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 WEST JORDAN'S TRANSPORTATION DIVISION
FOR APPROVAL A MINIMUM OF TWO WEEKS PRIOR TO ANY
PLANNED CONSTRUCTION.
0 60 120
PHASE 1 - MEDIAN WORK
TRAFFIC CONTROL SIGN
TRAFFIC CONTROL DRUM
ARROW BOARD
ROAD
AHEAD
RIGHT LANE
CLOSED
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
245'
36"X36"36"X36"36"X36"
0'
0'
245' 245'
300' TAPER
DEVICES AT 20' SPACING
7000 S
W
W
20'
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
TRAFFIC CONTROL
TC-08
SH
EE
T
TC
-0
0 60 120
1. WORK AREA IS DIAGRAMMATIC AND REPRESENTS A POTENTIAL
AREA FOR REQUIRED LANDSCAPE WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE APPROVED BY UDOT AND
WEST JORDAN 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 WEST JORDAN'S TRANSPORTATION DIVISION
FOR APPROVAL A MINIMUM OF TWO WEEKS PRIOR TO ANY
PLANNED CONSTRUCTION.PHASE 2 - SHOULDER WORK
TRAFFIC CONTROL SIGN
TRAFFIC CONTROL DRUM
ARROW BOARD
650' BUFFER
DEVICES AT 70' SPACING
100' TAPERDEVICES AT 50' SPACING
24"X12"
MOUNT TO FRONT OF
TYPE II BARRICADE
SIDEWALK
CLOSED
7000 S
OLD HOLLOW WAY
70'
SPEED
LIMIT
100'
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
TRAFFIC CONTROL
TC-09
SH
EE
T
TC
-1
SH
EE
T
TC
-0
0 60 120
1. WORK AREA IS DIAGRAMMATIC AND REPRESENTS A POTENTIAL
AREA FOR REQUIRED LANDSCAPE WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE APPROVED BY UDOT AND
WEST JORDAN 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 WEST JORDAN'S TRANSPORTATION DIVISION
FOR APPROVAL A MINIMUM OF TWO WEEKS PRIOR TO ANY
PLANNED CONSTRUCTION.PHASE 2 - SHOULDER WORK
TRAFFIC CONTROL SIGN
TRAFFIC CONTROL DRUM
ARROW BOARD
24"X12"
MOUNT TO FRONT OF
TYPE II BARRICADE
SIDEWALK
CLOSED
7000 S
W
OLD HOLLOW WAY
OVERVIEW WAY
100'
100'
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
TRAFFIC CONTROL
TC-10
SH
EE
T
TC
-1
SH
EE
T
TC
-0
0 60 120
1. WORK AREA IS DIAGRAMMATIC AND REPRESENTS A POTENTIAL
AREA FOR REQUIRED LANDSCAPE WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE APPROVED BY UDOT AND
WEST JORDAN 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 WEST JORDAN'S TRANSPORTATION DIVISION
FOR APPROVAL A MINIMUM OF TWO WEEKS PRIOR TO ANY
PLANNED CONSTRUCTION.PHASE 2 - SHOULDER WORK
TRAFFIC CONTROL SIGN
TRAFFIC CONTROL DRUM
ARROW BOARD
100' TAPER
DEVICES AT 50' SPACING
600' TAPER
DEVICES AT 50' SPACING
425' BUFFER
DEVICES AT 100' SPACING
24"X12"
MOUNT TO FRONT OF
TYPE II BARRICADE
24"X12"
MOUNT TO FRONT OF
TYPE II BARRICADE
SIDEWALK
CLOSED
SIDEWALK
CLOSED
7000 S
TR
IU
M
PH
L N
TR
IU
M
PH
L N
N O
R
TH
J O
R D
AN
C
AN
AL
50' 100'
50'
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
TRAFFIC CONTROL
TC-11
SH
EE
T
TC
-1
SH
EE
T
TC
-1
0 60 120
1. WORK AREA IS DIAGRAMMATIC AND REPRESENTS A POTENTIAL
AREA FOR REQUIRED LANDSCAPE WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE APPROVED BY UDOT AND
WEST JORDAN 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 WEST JORDAN'S TRANSPORTATION DIVISION
FOR APPROVAL A MINIMUM OF TWO WEEKS PRIOR TO ANY
PLANNED CONSTRUCTION.PHASE 2 - SHOULDER WORK
TRAFFIC CONTROL SIGN
TRAFFIC CONTROL DRUM
ARROW BOARD
500' 500'
ROAD
AHEAD
36"X36" 36"X36"
36"X36"
500'
200' TAPER
DEVICES AT 50' SPACING
600' TAPER
DEVICES AT 50' SPACING
7000 S
JO
R
D
AN
R
IV
ER
RIVER FOX WAY
50'
RIGHT LANE
CLOSED
AHEAD
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
TRAFFIC CONTROL
TC-12
SH
EE
T
TC
-1
0 60 120
1. WORK AREA IS DIAGRAMMATIC AND REPRESENTS A POTENTIAL
AREA FOR REQUIRED LANDSCAPE WORK.
2. ALL TRAFFIC CONTROL PLANS MUST BE APPROVED BY UDOT AND
WEST JORDAN 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 WEST JORDAN'S TRANSPORTATION DIVISION
FOR APPROVAL A MINIMUM OF TWO WEEKS PRIOR TO ANY
PLANNED CONSTRUCTION.PHASE 2 - SHOULDER WORK
TRAFFIC CONTROL SIGN
TRAFFIC CONTROL DRUM
ARROW BOARD
STAMPED CONCRETE
PROTECT IN PLACE
LIGHT POLE
PROTECT IN PLACE
ELECTRICAL JUNCTION BOX
PROTECT IN PLACE
STORM DRAIN INLET
PROTECT IN PLACE
LIGHT FIXTURES
PROTECT IN PLACEREMOVE CONCRETE CURB
CLEARING AND GRUBBING EXTENTS
PROJECT EXTENT
EXISTING WELL PROTECT IN PLACE
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
0 40 80
DEMOLITION
DM-01
SH
EE
T D
M -0
REMOVE BLOCK RETAINING WALL
CLEARING AND GRUBBING
PROTECT IN PLACE
NOTES:
1. ALL EXISTING UTILITIES TO BE PROTECTED IN
PLACE UNLESS OTHERWISE SHOWN IN PLANS.
2. PROTECT-IN-PLACE ALL DOWN SPOUTS FROM
RESIDENTIAL UNITS AND REESTABLISH. SEE
SP-01 NOTES.
3. PRIOR TO DEMOLITION, CONTRACTOR SHALL
ALLOW CITY TO REMOVE KEYSTONE
RETAINING BLOCKS AS NEEDED.
REMOVE CONCRETE CURB
REMOVE BLOCK
RETAINING WALL
REMOVE BLOCK
RETAINING WALL
STAMPED CONCRETE
PROTECT IN PLACE
LIGHT POLE
PROTECT IN PLACE
STORM DRAIN INLET
PROTECT IN PLACE
FIRE HYDRANT
PROTECT IN PLACE
STORM DRAIN INLET
PROTECT IN PLACE LIGHT POLE
PROTECT IN PLACE
ELECTRICAL JUNCTION BOX
PROTECT IN PLACE
ELECTRICAL JUNCTION BOX
PROTECT IN PLACE
STORM DRAIN INLET
PROTECT IN PLACE
LIGHT POLE
PROTECT IN PLACE
ELECTRICAL JUNCTION BOX
PROTECT IN PLACE
REMOVE CONCRETE CURB
CLEARING AND GRUBBING EXTENTS
CLEARING AND
GRUBBING EXTENTS
CLEARING AND
GRUBBING EXTENTS
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
0 40 80
DEMOLITION
DM-02
SH
EE
T D
M -0
SH
EE
T D
M -0
PROTECT IN PLACE
NOTES:
1. ALL EXISTING UTILITIES TO BE PROTECTED IN
PLACE UNLESS OTHERWISE SHOWN IN PLANS.
2. PROTECT-IN-PLACE ALL DOWN SPOUTS FROM
RESIDENTIAL UNITS AND REESTABLISH. SEE
SP-01 NOTES.
3. PRIOR TO DEMOLITION, CONTRACTOR SHALL
ALLOW CITY TO REMOVE KEYSTONE RETAINING
BLOCKS AS NEEDED.
FIRE HYDRANT
PROTECT IN PLACE
REMOVE BLOCK
RETAINING WALL
STORM DRAIN INLET
PROTECT IN PLACE
REMOVE EXISTING MONUMENT SIGNAGE
ELECTRICAL JUNCTION BOX
PROTECT IN PLACE
RELOCATE ELECTRICAL JUNCTION
BOX TO LOCATION OF NEW ENTRY
SIGN (SEE SHEET SP-03)
LIGHT POLE
PROTECT IN PLACE
ELECTRICAL JUNCTION BOX
PROTECT IN PLACE
REMOVE CONCRETE CURB REMOVE CONCRETE CURB
STAMPED CONCRETE
PROTECT IN PLACE
PROJECT EXTENT
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
0 40 80
DEMOLITION
DM-03
SH
EE
T D
M -0
PROTECT IN PLACE
NOTES:
1. ALL EXISTING UTILITIES TO BE PROTECTED IN
PLACE UNLESS OTHERWISE SHOWN IN PLANS.
2. PROTECT-IN-PLACE ALL DOWN SPOUTS FROM
RESIDENTIAL UNITS AND REESTABLISH. SEE
SP-01 NOTES.
3. EXISTING ELECTRICAL JUNCTION BOX TO BE
RELOCATED TO ALIGN WITH THE NEW CITY
ENTRY SIGNAGE. EXACT PLACEMENT SHALL
BE COORDINATED WITH THE FINAL LAYOUT
OF THE PROPOSED SIGNAGE AND
DETERMINED IN THE FIELD BY THE SIGN
DESIGN REPRESENTATIVE AND THE CITY
REPRESENTATIVE.
RELOCATION WORK SHALL INCLUDE ALL
NECESSARY UTILITY CLEARANCES, AND MUST
BE COORDINATED WITH THE ELECTRICAL
CONTRACTOR AND ANY OTHER RELEVANT
UTILITY PROVIDERS PRIOR TO INSTALLATION.
S
W
SILT FENCE
SEE DETAIL C
PLPLPL
P L P L
P L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
STABILIZED
CONSTRUCTION ENTRANCE
SEE DETAIL B
WASHDOWN AREA
SEE DETAIL A
PROPERTY LINE
SILT FENCE
SEE DETAIL C
PROPERTY LINE
FIBER ROLL
SEE DETAIL D
FIBER ROLL SEE DETAIL D
FIBER ROLL
SEE DETAIL D
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
0 40 80
EROSION CONTROL
EC-01
SH
EE
T
EC
-0
LEGEND:
SILT FENCE
FIBER ROLL
STABILIZED CONSTRUCTION ENTRANCE
WASHDOWN AREA
NOTES:
1. CONTRACTOR TO SUBMIT SWPPP TO CITY
REPRESENTATIVE FOR APPROVAL.
FIBER ROLL
SEE DETAIL D
SILT FENCE
SEE DETAIL C
SILT FENCE
SEE DETAIL C
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLP
PLPLPLPLPLPLPL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
FIBER ROLL
SEE DETAIL D
FIBER ROLL
SEE DETAIL D
FIBER ROLL
SEE DETAIL D
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
0 40 80
EROSION CONTROL
EC-02
SH
EE
T
EC
-0
SH
EE
T
EC
-0
LEGEND:
SILT FENCE
FIBER ROLL
STABILIZED CONSTRUCTION ENTRANCE
WASHDOWN AREA
NOTES:
1. CONTRACTOR TO SUBMIT SWPPP TO CITY
REPRESENTATIVE FOR APPROVAL.
SILT FENCE
SEE DETAIL C
PL
PL
PL
PLPLPLPLPL
P L P L
P L
PL
PL
PL
PL
PL
PLPL
FIBER ROLL
SEE DETAIL D
SILT FENCE
SEE DETAIL C
PARKING AREA FOR EQUIPMENT
FIBER ROLL
SEE DETAIL D
FIBER ROLL
SEE DETAIL D
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
0 40 80
EROSION CONTROL
EC-03
SH
EE
T
EC
-0
SILT FENCE
STABILIZED CONSTRUCTION ENTRANCE
WASHDOWN AREA
NOTES:
1. CONTRACTOR TO SUBMIT SWPPP TO CITY
REPRESENTATIVE FOR APPROVAL.
FIBER ROLL
EQUIPMENT PARKING
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
EROSION CONTROL DETAILS
EC-04
A WASHDOWN AREA
C SILT FENCE DETAILB STABILIZED CONSTRUCTION ENTRANCE
PAVED PUBLIC ROAD
2 - 3 INCH ROCK
6 INCH MINIMUM THICKNESS
AS REQ'D
50'- 0" MIN
NOTES FOR STABLILIZED CONSTRUCTION ENTRANCE:
1. PLACE STABILIZED CONSTRUCTION ENTRANCES AT LOCATIONS
SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
2. MAINTAIN A PROPERLY FUNCTIONING CONSTRUCTION ENTRANCE
THROUGHOUT CONSTRUCTION OR UNTIL DISTURBED AREAS HAVE
BEEN PAVED.
3. DO NOT ALLOW VEHICLES LEAVING THE CONSTRUCTION SITE TO
TRACK MUD ONTO PAVED ROADS.
' R
AD
IU
S
EQUIPMENT AND VEHICLE WASH DOWN AREA
FLOW
NARRATIVE: THIS PLAN MAY BE USED FOR THE CONSTRUCTION OF A STORM WATER BEST MANAGEMENT PRATICE (BMP). IT IS NOT INCLUSIVE OF ALL PRACTICES AVAILABLE AND IS ONLY SPECIFIC TO THE CONSTRUCTION OF THIS TYPE. MAINTENANCE OF THIS TYPE OF INSTALLATION IS IMPORTANT AND SHOULD BE CONTINUOUSLY MONITORED BY THE CONTRACTOR AND ENGINEER. DETAILS SHOWN HERE HIGHLIGHT IMPORTANT PARTS OF CONSTRUCTION, AND SHOULD BE MODIFIED AS NEEDED.
COARSE AGGREGATE
2" TO 4" SIZE
15' MIN.
50' MIN.
8" MIN.
NOTES:
PERSPECTIVE VIEW
SECTION
2'-6"
6' MAX.
1'- 6"SHEET FLOW
1 . ALIGN THE FENCE ALONG THE CONTOUR AS MUCH AS POSSIBLE TO AVOID CREATING
LOW POINTS ALONG THE SILT FENCE. PROVIDE AN OPENING IN THE FENCE AND INSTALL
A SEDIMENT TRAP WHERE EXCESSIVE RUNOFF WILL ACCUMULATE AT A LOW POINT.
2. USE MACHINERY THAT WILL MINIMIZE DISTURBANCE WHEN EXCAVATING THE TRENCH.
3. RUN THE ENDS OF THE FENCE UP SLOPE TO PREVENT RUNOFF FROM FLOWING AROUND
THE ENDS OF THE SILT FENCE.
4. DO NOT PLACE SILT FENCE ACROSS POTENTIAL CONCENTRATED FLOWS. UNLESS OTHERWISE
NOTED ON PLANS.
(e.g., PIPE OUTLETS, DRAINAGE CHANNELS, CUT DITCHES).
5. AVOID USING SPLICES ALONG THE FENCE AS MUCH AS POSSIBLE. OVERLAP THE END
POSTS AND TWIST 180 DEGREES IF A SPLICE IS NECESSARY, BEFORE STAKING THE
END POSTS.
6. MAINTAIN A PROPERLY FUNCTIONING SILT FENCE THROUGHOUT THE DURATION OF
THE PROJECT OR UNTIL DISTURBED AREAS HAVE BEEN VEGETATED.
7. REMOVE THE SEDIMENT AND PLACE IT IN A STABLE AREA APPROVED BY THE ENGINEER
WHEN A STORM EVENT DEPOSITS SEDIMENT BEHIND THE FENCE.
8. REMOVE SILT FENCE WITHIN 30 DAYS OF PROJECT COMPLETION UNLESS THEY ARE
PROTECTING A WETLAND OR WATER BODY IN AREAS THAT HAVE BEEN SEEDED AND MULCHED.
9. STAGING AREA CAN BE INCREASED TO PILE DREDGED MATERIALS DUE TO MATERIAL NEEDING
TO BE DRAINED AFTER DREDGED.
10. FOLLOW WEST JORDAN EROSION CONTROL STANDARDS
1. FENCE POSTS SHALL BE A MINIMUM OF 36" LONG DRIVEN 16" MINIMUM INTO THE GROUND. WOOD POSTS SHALL BE 1-1/2" X 1-1/2" SQUARE (MINIMUM) CUT, OR 1-3/4" DIAMETER (MINIMUM) ROUND AND SHALL BE OF SOUND QUALITY HARDWOOD.
STEEL POSTS WILL BE STANDARD T OR U SECTION WEIGHING NOT LESS THAN 1.00 POUND PER LINEAR FOOT.
2. GEOTEXTILE SHALL BE FASTENED SECURELY TO EACH FENCE POST WITH WIRE TIES OR STAPLES AT TOP AND
MID-SECTION AND SHALL MEET THE FOLLOWING REQUIREMENTS FOR GEOTEXTILE CLASS F:
TENSILE STRENGTH 50 LBS/IN (MIN.) TEST: MSMT 509
TENSILE MODULUS 20 LBS/IN (MIN.) TEST: MSMT 509 2
FLOW RATE 0.3 GAL FT / MINUTE (MAX.) TEST: MSMT 322
FILTERING EFFICIENCY 75% (MIN.) TEST: MSMT 322
3. WHERE ENDS OF GEOTEXTILE FABRIC COME TOGETHER, THEY SHALL BE OVERLAPPED, FOLDED AND STAPLED TO
PREVENT SEDIMENT BYPASS.
4. SILT FENCE SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND MAINTAINED WHEN BULGES OCCUR OR WHEN
SEDIMENT ACCUMULATION REACHED 50% OF THE FABRIC HEIGHT.
SILT FENCE DESIGN CRITERIA
(MAXIMUM) (MAXIMUM)
SLOPE STEEPNESS SLOPE LENGTH SILT FENCE LENGTH
FLATTER THAN 50:1 UNLIMITED UNLIMITED
50:1 TO 10:1 125 FEET 1,000 FEET
10:1 TO 5:1 100 FEET 750 FEET
5:1 TO 3:1 60 FEET 500 FEET
3:1 TO 2:1 40 FEET 250 FEET
2:1 AND STEEPER 20 FEET 125 FEET
NOTE: IN AREAS OF LESS THAN 2% SLOPE AND SANDY SOILS (USDA GENERAL CLASSIFICATION SYSTEM, SOIL CLASS A) MAXIMUM SLOPE LENGTH AND SILT FENCE LENGTH WILL BE UNLIMITED. IN THESE AREAS A SILT FENCE MAY BE THE ONLY
PERIMETER CONTROL REQUIRED.
SILT FENCE CONSTRUCTION SPECIFICATIONS
12"
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
EROSION CONTROL DETAILS
EC-05
D FIBER ROLL DETAIL
SECTION
KEY IN FIBER ROLL
16" WOOD STAKE
8" DIAMETER FIBER ROLL
S87°12'23"E 879.95'
S86°00'39"E 1225.18'
S75°15'40"W
925.03'
N73°14'07"W
1260.08'
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
0 200 400
SURVEY CONTROL
SC-01
Survey Control Notes:
1. The "Project Coordinates" and bearings and distances derived therefrom are expressed in a State Plane Grid Coordinate System defined as follows:
Horizontal Datum = North American Datum of 1983 (N.A.D. 83) (2011) Epoch 2010.
Vertical Datum = North American Vertical Datum of 1988 (N.A.V.D. 88) Coordinate System = US State Plane 1983, Utah Central Zone (4302) Geoid Model = Geoid18 Units = US Survey Foot
2. The control survey was performed in October 2024. All survey control coordinates were established using the Utah Reference Network Global Positioning System (TURN GPS).
3. Control point marks are subject to the effects of surface activity and seasonal movements. Marks may also be disturbed, damaged, or removed after the completion of this survey. Control point positions should be field verified prior to subsequent survey activities.
4. Latitude and Longitude listed in table to be used only for aid in finding corners and not to be used for calibration purposes.
R O
Y E
V R
US
DNALANOIS
S
EF
O
R P
S T AT E OF U TA H
L
GR
EB
MORTS.CYERFFEJ
7027191
U:\West Jordan\Jeff Stromberg\Blue Signature.png
10/4/2024
Point 1 Found Northwest Corner of Section 26, Township 2 South Range 1 West, SLM
Point 2 Found Street Monument
Point 3 Found Street Monument
Point 4 Found Street Monument
W es t
Tr iu m ph
L n
W es t
7055 South
7000 South
Jordan River Boulevard
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
SITE NOTES
SP-00
1. ALL UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING BLUE
STAKE FOR LOCATION OF ALL UTILITIES. 1-800-662-4111.
2. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION AND ENSURE THEY REMAIN IN
PLACE AND OPERATIONAL.
3. RESTORE OR PRESERVE ALL EXISTING FENCES, ROADS, DRAIN PIPES, CURBS, CONCRETE FLATWORK, AND
DITCHES UNLESS OTHERWISE SPECIFIED.
4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS, ONE HARD COPY AND ONE CD WITH CAD
FILES, PRIOR TO FINAL PAYMENT.
5. SAFE CONSTRUCTION PROCEDURES AND WORKING CLEARANCES ARE TO BE MAINTAINED AT ALL TIMES.
6. IF THERE IS A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS, THE SPECIFICATIONS SHALL PREVAIL.
THE CONTRACTOR SHALL CAREFULLY READ ALL THE NOTES AND SPECIFICATIONS. THE CONTRACTOR SHALL BE SATISFIED AS TO THE
TRUE MEANING AND INTENTION AND SHALL BE RESPONSIBLE FOR COMPLYING WITH EACH.
1. PRECONSTRUCTION
1.1. THE CONTRACTOR SHALL NOTIFY THE WEST JORDAN CITY PUBLIC WORKS DEPARTMENT (801-569-5700) A MINIMUM OF THREE (3)
WEEKS BEFORE BEGINNING WORK.
1.2. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY ALL APPROPRIATE GOVERNMENT AND PRIVATE ENTITIES ASSOCIATED WITH THE PROJECT. THE FOLLOWING MUST BE CONTACTED 48-HOURS PRIOR TO CONSTRUCTION AS APPLICABLE TO THE PROJECT:
WEST JORDAN CITY PUBLIC WORKS 801-569-5700
BLUE STAKES 811
CENTURY LINK 801-356-6975
COMCAST 435-224-2356
DOMINION ENERGY UTAH ENBRIDGE 801-324-3970
UTAH DEPARTMENT OF TRANSPORTATION 801-965-4000
UTAH TRANSIT AUTHORITY 801-743-3882
CENTURYLINK LOCAL NETWORK 801-974-8181
MCI/VERIZON BUSINESS 469-886-4238
ROCKY MOUNTAIN POWER 888-221-7070
SALT LAKE COUNTY 385-468-6101
VERACITY NETWORKS 801-362-0020
1.3. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH WEST JORDAN CITY, REPRESENTATIVES OF THE CONSULTANT CONSTRUCTION MANAGEMENT TEAM, REPRESENTATIVES OF THE
CONTRACTORS AND OTHER AFFECTED AGENCIES.
2. SCHEDULE
2.1. PRIOR TO CONSTRUCTION THE CONTRACTOR WILL UPDATE WEST JORDAN CITY PUBLIC WORKS AND PROJECT ENGINEERING
CONSULTANTS AS CHANGES OCCUR IN ACCORDANCE WITH THE SPECIFICATIONS.
2.2. REGULAR WORK HOURS ARE SEVEN (7) A.M. UNTIL SEVEN (7) P.M. OR DUSK (WHICHEVER OCCURS FIRST) OF THE SAME DAY, MONDAY THROUGH FRIDAY. THE CONTRACTOR WILL NOT PERMIT OVERTIME WORK OUTSIDE OF REGULAR WORKING HOURS OR THE PERFORMANCE OF WORK ON SATURDAY, SUNDAY OR ANY LEGAL HOLIDAY WITHOUT RECEIVING WRITTEN CONSENT FROM THE PUBLIC WORKS DIRECTOR. REQUESTS FOR WEEKEND WORK APPROVAL MUST BE SUBMITTED, IN WRITING TO WEST JORDAN CITY NO LATER THAN WEDNESDAY AT 3:30 P.M. FOR SUBSEQUENT WEEKEND. REQUESTS FOR HOLIDAY WORK APPROVAL MUST BE SUBMITTED, IN WRITING TO WEST JORDAN CITY NO LATER THAN 7:00 A.M. - 2 BUSINESS DAYS PRIOR TO THE HOLIDAY.
2.3. WORK IN PUBLIC STREETS AS APPROVED BY CITY EXCAVATION PERMITS, ONCE BEGUN, IS TO BE EXPEDITED TO COMPLETION SO AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJUST PROPERTY OWNERS AND TO THE TRAVELING PUBLIC.
3. GENERAL NOTES
3.1. ALL WORK IS TO BE PERFORMED PER WEST JORDAN CITY SPECIFICATIONS AND STANDARDS. IN THE EVENT THAT THE MUNICIPALITIES DO NOT OFFER SPECIFICATIONS FOR THE WORK, THE LATEST APWA STANDARDS SHALL APPLY.
3.2 WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE
BEST QUALITY ARE TO BE USED.
3.3 IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES OR AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS. THE ENGINEER'S
INTERPRETATION THEREOF SHALL BE CONCLUSIVE.
3.4 THE CONTRACTOR SHALL BE SKILLED IN, AND REGULARLY ENGAGED IN, THE GENERAL CLASS AND TYPE OF WORK DESCRIBED IN THE PROJECT PLANS AND SPECIFICATIONS. ACCORDINGLY, THE OWNER IS RELYING ON THE CONTRACTOR’S EXPERIENCE AND EXPERTISE. IT IS EXPECTED THAT THE PRICES PROVIDED IN THE CONTRACT DOCUMENTS INCLUDE ALL LABOR AND MATERIALS NECESSARY AND APPROPRIATE FOR THE CONTEMPLATED WORK. THE CONTRACTOR SHALL BE COMPETENT, KNOWLEDGEABLE, AND POSSESS SPECIALIZED SKILLS REGARDING THE NATURE, SCOPE, AND INHERENT CONDITIONS OF THE WORK TO BE PERFORMED. THE CONTRACTOR ALSO ACKNOWLEDGES THAT CERTAIN UNIQUE AND INHERENT CONDITIONS EXIST IN THE CONSTRUCTION OF THE SPECIFIED FACILITIES WHICH MAY, DURING THE COURSE OF CONSTRUCTION, RESULT IN UNUSUAL OR HAZARDOUS CONDITIONS THAT POSE RISKS TO PERSONS, PROPERTY, AND THE ENVIRONMENT. THE CONTRACTOR SHALL BE AWARE OF THESE SPECIFIC RISKS AND HAVE THE SKILL AND EXPERIENCE NECESSARY TO ANTICIPATE AND IMPLEMENT PROTECTIVE MEASURES TO SAFELY AND EFFECTIVELY PERFORM THE WORK UNDER SUCH CONDITIONS.
3.5 THE CONTRACTOR SHALL, AT THE TIME OF BIDDING, AND, THROUGHOUT THE PERIOD OF THE CONTRACT, BE LICENSED IN THE STATE OF UTAH AND SHALL BE BONDABLE FOR AN AMOUNT EQUAL TO OR GREATER THAN THE AMOUNT BID AND TO DO THE TYPE OF WORK CONTEMPLATED IN THE PLANS AND SPECIFICATIONS.
3.6 CONTRACTOR SHALL INSPECT THE SITE OF THE WORK PRIOR TO BIDDING TO SATISFY THEMSELVES BY PERSONAL EXAMINATION OR BY SUCH OTHER MEANS AS THEY MAY PREFER, OF THE LOCATION OF THE PROPOSED WORK, AND OF THE ACTUAL CONDITIONS OF AND AT THE SITE OF WORK. IF, DURING THE COURSE OF THEIR EXAMINATION, A BIDDER FINDS FACTS OR CONDITIONS WHICH APPEAR TO THEM TO BE IN CONFLICT WITH THE LETTER OR SPIRIT OF THE PROJECT PLANS AND SPECIFICATIONS, THEY SHALL CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION AND EXPLANATION BEFORE SUBMITTING THEIR BID. AWARDING THE CONTRACT TO THE CONTRACTOR, AND THE CONTRACTOR'S EXECUTION OF THE AGREEMENT, SHALL CONSTITUTE ACKNOWLEDGMENT THAT THE CONTRACTOR HAS RELIED AND IS RELYING ON THEIR OWN EXAMINATION OF (1) THE PROJECT SITE, (2) SITE ACCESS, AND (3) ALL OTHER RELEVANT DATA AND CONDITIONS NECESSARY TO PERFORM THE WORK, AS WELL AS ON THEIR OWN KNOWLEDGE OF EXISTING FACILITIES ON AND AROUND THE WORK SITE. THE INFORMATION PROVIDED BY THE OWNER OR THE ENGINEER IS NOT INTENDED TO BE A SUBSTITUTE FOR, OR A SUPPLEMENT TO THE INDEPENDENT VERIFICATION BY THE CONTRACTOR TO THE EXTENT SUCH INDEPENDENT INVESTIGATION OF SITE CONDITIONS IS DEEMED NECESSARY OR DESIRABLE BY THE CONTRACTOR. THE CONTRACTOR SHALL ACKNOWLEDGE THAT THEY HAVE NOT RELIED SOLELY UPON OWNER OR ENGINEER FURNISHED INFORMATION
REGARDING SITE CONDITIONS IN PREPARING AND SUBMITTING THEIR BID.
3.7 THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL WATER, POWER, SANITARY FACILITIES AND TELEPHONE
SERVICES AS REQUIRED FOR THE CONTRACTOR'S USE DURING CONSTRUCTION.
3.8 THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT PRIOR WRITTEN
AUTHORIZATION FROM THE OWNER, ENGINEER, AND/OR ANY REGULATORY AGENCY.
3.9 THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL -SIZE AS-BUILT RECORD DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF ALL ROADWAYS, PIPING AND CONDUITS, STRUCTURES AND OTHER FACILITIES.
AS-BUILT RECORD DRAWINGS ARE TO BE SUBMITTED BY THE CONTRACTOR PRIOR TO SUBSTANTIAL COMPLETION
AND WEST JORDAN CITY ACCEPTANCE OF THE CONSTRUCTION.
3.10 WORK IN EASEMENT AND/OR RIGHTS-OF-WAY IS SUBJECT TO THE APPROVAL AND ACCEPTANCE OF THE REGULATORY AGENCY RESPONSIBLE FOR OPERATION AND/OR MAINTENANCE OF SAID EASEMENT AND/OR
RIGHTS-OF-WAY.
3.11 ALL CONSTRUCTION WILL CONFORM TO THE MOST CURRENT APWA MANUAL OF STANDARD PLANS AND
SPECIFICATIONS AND AASHTO, ASTM, AWWA, AND MUTCD.
3.12 CONTRACTOR SHALL ATTEND ALL PRECONSTRUCTION, CONSTRUCTION CONFERENCES AND WEEKLY MEETINGS.
3.13 THE CONTRACTOR IS TO TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING UTILITY LINES, STRUCTURES, AND STREET IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE, FROM DAMAGE, AND ALL SUCH IMPROVEMENTS OR STRUCTURES DAMAGED BY THE CONTRACTOR'S OPERATIONS ARE TO BE REPAIRED OR REPLACED SATISFACTORY TO THE ENGINEERING DEPARTMENT AND OWNING UTILITY COMPANY AT THE EXPENSE
OF THE CONTRACTOR.
3.14 PERMITS ARE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS TO SECURE ALL
PERMITS AND INSPECTIONS REQUIRED FOR THIS CONSTRUCTION.
3.15 CONTRACTOR IS TO ADJUST ALL NEW AND EXISTING INLETS, VALVE BOXES, MANHOLE RIMS, AND SEWER CLEAN OUTS, ETC. TO FINISH GRADE AS APPLICABLE WHETHER OR NOT THEY ARE SHOWN IN THE PLANS.
4.0 TRAFFIC
4.1 IF THE IMPROVEMENTS NECESSITATE THE OBLITERATION, TEMPORARY OBSTRUCTION, TEMPORARY REMOVAL, OR RELOCATION OF ANY EXISTING TRAFFIC PAVEMENT MARKING, SUCH PAVEMENT MARKING IS TO BE RESTORED OR REPLACED WITH THE LIKE MATERIALS TO THE SATISFACTION OF THE ENGINEERING DEPARTMENT.
4.2 THE CONTRACTOR IS TO PROVIDE BARRICADES, SIGNS, FLASHERS, AND OTHER EQUIPMENT AND FLAG PERSONS
NECESSARY TO INSURE THE SAFETY OF WORKERS AND VISITORS.
4.3 ALL EXISTING STREET LIGHTING IS TO REMAIN OPERATIONAL DURING CONSTRUCTION.
5.0 GRADING
5.1 IN THE EVENT THAT ANY UNFORESEEN CONDITIONS NOT COVERED BY THESE NOTES ARE ENCOUNTERED DURING GRADING OPERATIONS, THE CITY/ENGINEER IS TO BE IMMEDIATELY NOTIFIED FOR DIRECTION.
5.2 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL NECESSARY CUTS AND FILLS WITHIN THE LIMITS OF THIS PROJECT AND THE RELATED OFF-SITE WORK, SO AS TO GENERATE THE DESIRED SUBGRADE, FINISH
GRADES, AND SLOPES AS SHOWN IN PLANS.
5.3 CONTRACTOR IS TO TAKE FULL RESPONSIBILITY FOR ALL EXCAVATION. ADEQUATE SHORING IS TO BE DESIGNED AND PROVIDED BY THE CONTRACTOR TO PREVENT UNDERMINING OF ANY ADJACENT FEATURES OR FACILITIES
AND/OR CAVING OF THE EXCAVATION.
5.4 THE CONTRACTOR IS TO MAINTAIN THE STREETS, SIDEWALKS AND ALL OTHER PUBLIC RIGHT-OF-WAY IN A CLEAN, SAFE, AND USABLE CONDITION. ALL SPILLS OF SOIL, ROCK, OR CONSTRUCTION DEBRIS IS TO BE PROMPTLY REMOVED FROM THE PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT.
NOTES
S
W
7000 S
PLPLPL
P L P L
P L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
VERTI-BLOCK WALL
SEE GR-07 AND DETAIL A
VERTI-BLOCK WALL
SEE GR-07 AND DETAIL A
6" MOW CURB
SEE DETAIL C
TYP.
STAMPED CONCRETE
SEE DETAIL D
TYP.
PROPERTY LINE
PROPERTY LINE
BEGIN
N=7396279.1326 E=1521984.9287
N=7396264.6329 E=1522045.0743
END
N=7396245.2808 E=1522194.0041
BEGIN
N=7396236.4728 E=1522192.5397
BEGIN
N=7396198.0031 E=1522072.8440
N=7396133.0831 E=1522186.0139
END
N=7396138.1490 E=1522108.5142
6" MOW CURB
SEE DETAIL C
TYP.
BEGIN
N=7396270.0842 E=1522001.1234
END
N=7396260.5124 E=1522036.8626
BEGIN
N=7396346.9747 E=1522184.9516
END
N=7396348.8586 E=1522188.8536
R140
R160
R175
R93 R65
R3670' TYP.
6" MOW CURB
SEE DETAIL C
TYP.
10' TYP.
EXISTING WELL LOCATION
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
0 40 80
SITE PLAN
SP-01
SH
EE
T
SP
-0
STAMPED CONCRETE SEE DETAIL D
VERTI-BLOCK WALL SEE DETAIL A
MODULAR BLOCK WALL SEE DETAIL B
NOTES:
1. MITIGATE RUN OFF FROM RESIDENTIAL UNITS
BY TERMINATING DOWNSPOUTS AT
PROPERTY LINE. EXTEND DOWNSPOUTS WITH
6" PERFORATED PIPE INTO ROCK SLOPE
BELOW.
2. EXISTING WELL ON SITE IS CURRENTLY
INACTIVE AND NOT IN USE. WELL IS TO
REMAIN IN PLACE UNLESS OTHERWISE
DIRECTED BY OWNER OR CITY
REPRESENTATIVE. IF FUTURE
ABANDONMENT OR REMOVAL IS REQUIRED,
WORK SHALL COMPLY WITH ALL APPLICABLE
STATE AND LOCAL WELL ABONDONMENT
REGULATIONS.
6" MOW CURB SEE DETAIL C
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
PLPLPLPLPLPLPL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
VERTI-BLOCK WALL
SEE GR-07 AND DETAIL A
VERTI-BLOCK WALL
SEE GR-07AND DETAIL A
VERTI-BLOCK WALL
SEE GR-07 AND DETAIL A
VERTI-BLOCK WALL
SEE GR-07 AND DETAIL AVERTI-BLOCK WALL
SEE GR-07 AND DETAIL A
MODULAR BLOCK WALL
SEE DETAIL B
VERTI-BLOCK WALL
SEE GR-07 AND DETAIL A
STAMPED CONCRETE
SEE DETAIL D
TYP.
6" MOW CURB
SEE DETAIL C
TYP.
PROPERTY LINE
PROPERTY LINE
6" MOW CURB
SEE DETAIL C
TYP.
N=7396218.2215 E=1522232.4337
N=7396172.7660 E=1522357.0302
END
N=7396108.8187 E=1522457.0621
N=7396187.2411 E=1522200.4825
N=7396150.4113 E=1522353.5451
N=7396123.4304 E=1522355.7581
N=7396128.7138 E=1522279.5787
END
N=7396207.3303 E=1522354.9676
BEGIN
N=7396229.1209 E=1522261.6538
MODULAR BLOCK WALL
SEE GR-07 AND DETAIL B
BEGIN
N=7396191.1249 E=1522441.0230
N=7396159.7827 E=1522561.0122
N=7396163.4613 E=1522624.2006
END
N=7396170.2700 E=1522656.8973
BEGIN
N=7396140.5023 E=1522451.6935
END
N=7396125.6643 E=1522515.5645
BEGIN
N=7396192.4754 E=1522432.8593
END
N=7396184.2785 E=1522440.9197
BEGIN
N=7396165.0030 E=1522657.8732
END
N=7396169.9827 E=1522664.6839
BEGIN
N=7396338.5000 E=1522230.7590
END
N=7396335.4142 E=1522233.0718
BEGIN
N=7396313.4012 E=1522325.3652
END
N=7396294.8520 E=1522409.6423
BEGIN
N=7396292.5503 E=1522450.0287
END
N=7396286.9908 E=1522454.5463
BEGIN
N=7396332.2747 E=1522465.3533
END
N=7396318.0948 E=1522480.0559
BEGIN
N=7396267.9951 E=1522627.0353
R36 R55
R126
R138
R42
R47 R147
R123
R128
R95
R144
R307
R14
R165
R180
R63
R42
R68
R53
10' TYP.
70' TYP.
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
(11"x17" SHEET)
WEST JORDAN CITY
8000 S REDWOOD RD.
WEST JORDAN, UTAH 84088
BS
RH
06-24-2025
0 40 80
SITE PLAN
SP-02
SH
EE
T
SP
-0
SH
EE
T
SP
-0
NOTES:
1. MITIGATE RUN OFF FROM RESIDENTIAL UNITS
BY TERMINATING DOWNSPOUTS AT
PROPERTY LINE. EXTEND DOWNSPOUTS WITH
6" PERFORATED PIPE INTO ROCK SLOPE
BELOW.
MODULAR BLOCK WALL SEE DETAIL B
STAMPED CONCRETE
SEE DETAIL D
TYP.
END
N=7396268.8200 E=1522774.7156
R22
7000 S
PL
PL
PL
PLPLPLPLPL
P L P L
P L
PL
PL
PL
PL
PL
PLPL
VERTI-BLOCK WALL
SEE GR-07 AND DETAIL A
VERTI-BLOCK WALL
SEE GR-07 AND DETAIL A
VERTI-BLOCK WALL
SEE GR-07 AND DETAIL A
STAMPED CONCRETE
SEE DETAIL D
TYP.
PROPERTY LINE
6" MOW CURB
SEE DETAIL C
TYP.
6" MOW CURB
SEE DETAIL C
TYP.
PROPERTY LINE
MODULAR BLOCK WALL
SEE DETAIL B
60'
BEGIN
N=7396168.6626 E=1522727.8066
END
N=7396169.0133 E=1522810.7868
BEGIN
N=7396168.7244 E=1522721.4132
END
N=7396162.1424 E=1522726.9775
BEGIN
N=7396164.5908 E=1522813.5890
END
N=7396168.9907 E=1522817.0803
END
N=7396265.7360 E=1522697.6220
BEGIN
N=7396265.7426 E=1522772.0135
R56
R10
R37
R54
R59
R23
R51
R59
VERTI-BLOCK WALL
SEE GR-07 AND DETAIL A
APPROX. NEW MONUMENT
SIGNAGE LOCATION
CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW
BLUE STAKES OF UTAH
UTILITY NOTIFICATION CENTER, INC
1-800-662-4111 www.bluestakes.org
PROJECT INFORMATION
SEAL/STAMP OF APPROVAL
ENGINEER/LANDSCAPE ARCHITECT
OWNER/CLIENT
SUBMISSION DATE
PLAN INFORMATION
SHEET NAME
SHEET NUMBER
CONSOR ENGINEERS
38 EAST SCENIC POINTE DR #300
DRAPER, UTAH 84020
OFFICE: 801-495-4240
EMAIL: OFFICE@CONSORENG.COM
PROJECT #
NO. REVISION DATE
PI:
PM:
DRAWN BY:
CHECKED BY:
PLOT DATE:
D241542UT.006/24/2025
AH
MJB
N
7000 SOUTH LANDSCAPE
DESIGN SERVICES
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