12-Permit Plans - 250 West Reconstruction - 2026.07.17.pdf

PDF 13 MB Posted Jul 20, 2026

Attached to: IFB - 250 WEST RECONSTRUCTION
Solicitation number: 26-284
Issued by: Washington County, Utah

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Written by GovTribe AI · Jul 21, 2026

250 West Reconstruction Permit Plans Summary

This document comprises permit plans for the 250 West Southeast Access Road Reconstruction project in St. George, Utah, prepared by Alliance Consulting for the City of St. George. The project involves the reconstruction of approximately 8,300 linear feet of 250 West Street from Black Ridge Drive to Tech Ridge Parkway, encompassing grading, drainage, utility installation, and asphalt paving. The plans include detailed specifications for demolition of existing pavement and infrastructure; installation of new storm drain piping (28-inch and 24-inch HDPE and ADS pipes); new water lines (8-inch PVC C900); sewer line protection and coordination; communication conduits; and gas line installation. The project requires removal of approximately 31,654 square feet of existing asphalt, 3,735 square feet of concrete, and 1,240 linear feet of curb and gutter, with corresponding new construction of 4-inch asphalt on 12-inch base, new curb and gutter, and sidewalks. Mandatory pre-construction meetings, information signage requirements, dust control plans, and SWPPP/erosion control measures are specified, with ongoing geotechnical engineering oversight required throughout grading operations.

The construction must comply with City of St. George codes, State of Utah Administrative Codes, and the International Plumbing and Building Codes. All excavation and utility work require coordination with multiple service providers including St. George Energy Services (power), Water Department, Sewer Department, CenturyLink (telecommunications), TDS (broadband), InfoWest (CATV/fiber), and Dominion Energy (gas). The contractor bears responsibility for locating and protecting all existing utilities, obtaining UPDES/NOI permits, conducting compaction testing to 95% minimum density standards, and ensuring all materials meet City of St. George standards. Bond requirements include a 5% bid bond and 100% payment and performance bonds issued by Utah-licensed sureties. The project site is located in Section 36, Township 42 South, Range 15 West, Salt Lake Base and Meridian, with elevation benchmark at 2,667.70 feet.

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Other files

File	Type	Posted
11-SPEC-Measurement-Payment (250 West Roadway) - 7.17.2026.pdf	PDF	Jul 20, 2026
2-NOTICE OF AWARD.pdf	PDF	Jul 20, 2026
7-PERFORMANCE BOND.pdf	PDF	Jul 20, 2026
10-Technical Specifications - 250 West Reconstruction.pdf	PDF	Jul 20, 2026
3-BID TERMS.pdf	PDF	Jul 20, 2026
5-SUBCONTRACTOR LISTING.pdf	PDF	Jul 20, 2026
14-26-284 BID SCHEDULE WORKSHEET.xlsx	XLSX spreadsheet	Jul 20, 2026
13-GENERAL CONDITIONS rev 09.pdf	PDF	Jul 20, 2026
4-E-Verify Form.pdf	PDF	Jul 20, 2026
15-26-284 INFORMATION FOR BIDDERS.pdf	PDF	Jul 20, 2026
8-sample - CERTIFICATE OF INSURANCE.pdf	PDF	Jul 20, 2026
9-Geotech Report 250 West SE Access Road.pdf	PDF	Jul 20, 2026
6-PAYMENT BOND.pdf	PDF	Jul 20, 2026
1-BID BOND TEMPLATE.pdf	PDF	Jul 20, 2026

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8''

10'' W

10''

W W

8''

W W

8''

10''

10'' S 10''

GAS

8''

GAS 8''

GAS

8''

P( U

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U G)

P( U

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P(UG)

P(UG) P(UG)

P(UG)

P(UG) P(

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P(UG) P(U

P(UG)

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COMM

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M M

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W W

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

If Printed 11x17 use Half Scale

No. Date Descriptionby

Date:

Alliance Consulting A Planning and Engineering Firm

UTAH

2303 N CORAL CANYON BLVD

SUITE 201,

WASHINGTON, UT 84780

435-673-8060

NORTH DAKOTA

621 26th STREET W.

WILLISTON, ND 58801

701-572-8100

Client No. Project No.

Scale:Drawn By:

Drawing Sheet

Sheet of Sheets

File Name

REVISIONS

250 West Reconstruction Base REV1.dwg

FOR

7-16-2026

CITY OF ST. GEORGE

LOCATED IN SEC 36

T 42 SOUTH, R 15 WEST SLB&M

CITY OF ST. GEORGE, WASHINGTON COUNTY, UT

SK 1"=100'

4710-25 4710-25

C1.0 1 _15

250 WEST SE ACCESS ROAD

RECONSTRUCTION

COVER

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

If Printed 11x17 use Half Scale

Scale:

1" = 2500'

INDIAN HILLS DRIVE

BLU

FF STREET

VICINITY MAP

PROJECT LOCATION

250 WEST

LOCATED IN

CITY OF ST. GEORGE, WASHINGTON COUNTY, UT

250 WEST SOUTHEAST ACCESS ROAD

RECONSTRUCTION

FOR

CITY OF ST. GEORGE

ATT: MR. CAMERON CUTLER

175 W 200 N

ST. GEORGE, UT 84770

EMAIL: CAMERON.CUTLER@SGCITY.ORG

CITY

ENGINEER

ALLIANCE CONSULTING

2303 N. CORAL CANYON BLVD. SUITE 201

WASHINGTON, UT 84780-0577

PHONE: (435) 673-8060

FAX: (435) 673-8065

ENGINEER: MR. DELOSS HAMMON P.E.

CONTACT: MR. CRAIG COATS

EMAIL: ccoats@allianceconsulting.us

GEOTECHNICAL REPORTS:

The contractor is responsible to read and fully understand the Geotech report and to coordinate with the geotechnical engineer throughout the grading process to ensure that the report's recommendations are implemented from the beginning to the end of the projects construction.

The owner will contract with the geotechnical engineer for their representatives to be on site throughout the grading process to ensure full compliance with the geotechnical report's recommendations. Refer to following reports.

1. Applied GeoTech Geotechnical Investigation, Tech Ridge South Access Road, Project No. 2180295, Dated: Oct 19, 2018

2. Applied GeoTech Geotechnical Investigation, Updated Tech Ridge South Access Road Report, Project No. 2230249, Dated: Sept. 08, 2023

3. Applied GeoTech Geotechnical Investigation, Updated Tech Ridge South Access Road Report, Project No. 2241680, Dated: June. 05, 2026

GENERAL NOTES:

CONSTRUCTION NOTES:

1. Unless shown otherwise on these plans, all construction shall conform to the codes and ordinances of St. George City, the State of Utah Administrative Codes, "The International Plumbing Code", and the "International Building Code" latest editions as administered by St. George City.

2. The Contractor shall be responsible for the location of and protection of all existing underground utilities and overhead power line during construction.

3. The Benchmark for this Project is the South 1/4 of Section 36, Township 42 South, Range 16 West Salt Lake Base and Meridian - St. George HCN #181 - Elevation: 2667.70

3. Existing contour and finish contour interval is 2 feet.

4. Any necessary design modifications shall be approved by the design engineer.

5. All grading to be within ±0.1' of proposed elevation.

6. Project shall install an information sign on site before construction begins. This sign shall have a minimum size, placement location and content information with the company name, phone & permit number.

7. A mandatory pre-construction meeting shall be required on all projects prior to any grubbing, grading, or construction activities. The permit holder shall be required to notify all Development Services inspectors.

8. Projects shall submit a dust control plan with details on equipment scheduling and reporting of dust control activities.

9. Follow Appendix J standards found in the IBC.

10. All work materials shall meet City of St. George standards.

1. All excavations and grading shall be in accordance with the requirements of the City of St. George [phone:435-627-4000], of the "International Building Code", 2018 edition, and the specifications and requirements included in the Geotechnical Reports.

1. All excavation, grading, and fill operations within the building area should be observed by the Field Engineer to verify subsoil conditions and determine adequacy of site preparation, suitability of fill materials and compliance with compaction requirements.

2. The Contractor shall provide suitable equipment to control dust and air pollution caused by construction operations. The Contractor shall also provide suitable mud and dirt containment to maintain clean conditions on the work site, access roadways, and adjacent properties.

3. Project shall submit a Dust Control Plan with details on equipment, scheduling and reporting of dust control activities.

4. Contractor is responsible and required to obtain their own UPDES/NOI permits.

5. It is the contractors responsibility to identify all and any SWPPP requirements.

6. Prior to and during compaction operations, all backfill material shall have the required moisture content uniform throughout each layer.

7. All Rip-Rap rock shall be approved by owner.

8. Contractor must coordinate with other Contractors working in areas.

9. Contractor must protect existing facilities.

10. All rock walls are to match in color and composition with the native basalt lava rock.

11. HDPE pipe to be stubbed a minimum of 6" inside Manholes and Grouted.

12. Clay material on-site to be mitigated per Geotechnical Reports.

DESCRIPTION

COVER SHEET

SHEET NO.

C1.0

C1.2 C1.3

C2.0 GRADING AND STORM DRAIN OVERALL

ROAD CROSS SECTIONS

SHEET INDEX

C1.1

C4.0 - C4.3

PAVING OVERALL

DETAILS

W S

DUST AND SWPPP/EROSIN CONTROL PLAN

C1.4

C3.0

CONTROL MAP

C2.1 - C2.2 ROADWAY PLAN AND PROFILE

DEMO SHEET

C2.3

7-8

12-15

UTILITY PLAN & PROFILE

UTILITY NOTES

C2.410

PLANS REVIEWED FOR CITY REQUIREMENTS

Date: 07/17/2026

Responsibility for the completeness and accuracy of the plans and related design resides with the professional engineer who has used his or her seal on these plans.

Reviewed by:

Utility Design Accepted by the JUC: ___________07/17/2026

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N00°18'45"E 1005.32'

N26°36'52"E1828.30'

S32°28'24"E 1191.00'

N09°00'06"W

1272.12'

N02°49'35"E 1080.66'

S67°00'44"W 1157.84'

S03°53'34"W 2645.46'

N52°16'44"E 1028.54'

S5 8°

'39

S5 8°

'39

S5 8°

'39

N7 1°

1" W

S03°38'11"E 1925.84'

°3 0'

N44°45'09"W

83.95' N14°02'55"E 1480.54'

N38°10'26"W 1891.43'

N52°39'11"E 1311.35'

N25°04'45"W 2035.76'

°5 4'

CP CLOUD DRIVE

2866.28

SE Cor Sec 36. 1972 Wash. Co. 3" BC 2564.04

CP/REBAR TOP OF EAST RIDGE

2894.51

CP PK NAIL 250 W & BLACK RIDGE DR

2625.51

CP PK NAIL S BLACK RIDGE & DIXIE OPTICAL

2593.70

CP SE-Ridge

2839.42

CP PK WEST PWR VAULT

2871.29

CP PK NORTH PWR VAULT

2895.57

CP ZONOS EAST

2907.65

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

If Printed 11x17 use Half Scale

No. Date Descriptionby

Date:

Alliance Consulting A Planning and Engineering Firm

UTAH

2303 N CORAL CANYON BLVD

SUITE 201,

WASHINGTON, UT 84780

435-673-8060

NORTH DAKOTA

621 26th STREET W.

WILLISTON, ND 58801

701-572-8100

Client No. Project No.

Scale:Drawn By:

Drawing Sheet

Sheet of Sheets

File Name

REVISIONS

250 West Control Map.dwg

FOR

02-19-2026

CITY OF ST. GEORGE

LOCATED IN SEC 36

T 42 SOUTH, R 15 WEST SLB&M

CITY OF ST. GEORGE, WASHINGTON COUNTY, UT

SK 1"=160'

4710-25 4710-25

C1.1 2 _14

250 WEST SE ACCESS ROAD

RECONSTRUCTION

CONTROL MAP

NOT FOR

CONSTRUCTION

REVIEW ONLY

LEGEND:

CONTROL POINT

TECH RIDGE LOCALIZED CONTROL POINTS

POINT #

ELEVATION

2839.42

2866.28

2871.29

2895.57

NORTHING

9999888.60'

10000893.39'

10001898.68'

10003155.12'

10002527.95'

EASTING

1030271.74'

1029632.29'

1029637.77'

1029438.73'

1030451.34'

DESCRIPTION

CP CLOUD DR

CP/REBAR TOP OF EAST RIDGE

CP SE-Ridge

CP PK WEST PWR VAULT

CP PK NORTH PWR VAULT

1. Control is based on a U.S. Survey foot

178 2907.65 10003607.30' 1030504.62'CP ZONOS EAST

CP PK NAIL S BLACK RIDGE & DIXIE OPTICAL

SE Cor Sec 36. 1972 Wash. Co. 3" BC

CP PK NAIL 250 W & BLACK RIDGE DR

2593.70 10000684.12' 1031314.23'

2564.04 10000198.41' 1031795.77'

2625.51 10002120.37' 1031673.63'

2894.51

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S 8'' S 8'' S 8'' S 8'' S 8'' S 8'' S 8'' S 8'' S 8'' S 8'' S 8'' S 8''

W 8''

W W

WWW

W W

S 8'' S

8'' S 8''

S 8''

W W

S 8'

8''

W W

W 10''

S 8'' S 8'' S 8'' S 8''

W 10'' W 10'' W 10'' W 10'' W 10''

W 10''

W 10'' W 10'' W

10'' W 10''

W 10''

W10''W

10'' S 10''

GAS 8''

P(UG) P(UG) P(UG) P(UG) P(UG)

P(UG)

P(U

B B

BP(

UG)

P(UG)

P(UG)P(UG)P(UG)P(UG)P(UG)

TCOM

M M

COMM

COM

COMM

M M

COM

COMM

P(UG)

P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)

P(U G)

P(UG)P(UG)P(UG)P(UG)P(UG)

P(UG) P(UG)

P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG)

P( U

P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG)

P(UG)P(UG)

P(UG)

P(UG)P(UG)P(UG)P(UG)

P( U

M M

COM

COMM

COMMCOMM

COMM

COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM

COM

M M

COM

COMM

COM

M M

WWWWWWWWWW

105+00

96+00 97+00 98+00 99+00 100+00

101+00

102+00 103+00

104+00

250 W ST

INSTALL TRACKING PAD

AFTER ASPHALT REMOVAL

INSTALL TRACKING PAD

AFTER ASPHALT REMOVAL

0+00

1+00

2+00

3+00 3+15

W W

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

If Printed 11x17 use Half Scale

No. Date Descriptionby

Date:

Alliance Consulting A Planning and Engineering Firm

UTAH

2303 N CORAL CANYON BLVD

SUITE 201,

WASHINGTON, UT 84780

435-673-8060

NORTH DAKOTA

621 26th STREET W.

WILLISTON, ND 58801

701-572-8100

Client No. Project No.

Scale:Drawn By:

Drawing Sheet

Sheet of Sheets

File Name

REVISIONS

250 West Reconstruction Base REV1.dwg

FOR

7-16-2026

CITY OF ST. GEORGE

LOCATED IN SEC 36

T 42 SOUTH, R 15 WEST SLB&M

CITY OF ST. GEORGE, WASHINGTON COUNTY, UT

SK 1"=100'

4710-25 4710-25

C1.2 3 _15

DUST AND SWPPP/

EROSION CONTROL PLAN

ROW

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ROWROW

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SCALE: 1" = 1000'

KEY MAP

SWPPP LEGEND

DUST CONTROL NOTES

THESE DUST CONTROL MEASURES MUST BE OBSERVED AT ALL TIMES:

1. Apply water by means of trucks, hoses and/or sprinklers at sufficient frequency and quantity, prior to conducting, during and after earthmoving activities.

2. Pre-apply water to the depth of the proposed cuts, or equipment penetration.

3. Apply water as necessary and prior to expected wind events.

4. Operate haul vehicles appropriately in order to minimize fugitive dust and apply water as necessary during loading operations.

DISTURBED SURFACE AREAS OR INACTIVE CONSTRUCTION SITES:

1. When active construction operations have ceased, apply water at sufficient frequency and quantity to develop a surface crust and prior to expected wind events

2. Install fence barrier and /or "no trespassing" signs to prevent access to disturbed suffice areas.

TRACKING PAD

1. Provide and Maintain all Erosion Control Measures, Plans, Permits, Maintenance, Expenses, Etc.

2. All temporary erosion and sediment control devices shall be installed, monitored, and maintained until final surface roughness has been established and accepted by the City.

3. Inspections shall be performed by the Contractor at Least Once Every 14 Calendar Days and within 24 Hours After a Storm Event of 0.5" or More. Inspections shall be documented in Writing and shall Include: Date and Time, Name of Inspector, Findings, Corrective Actions Taken, and Dates and Amounts of Rainfalls.

4. All Erosion Prevention and Sediment Control devices must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 1/3 of the height of the device. These repairs must be made within 24 hour of Discovery, or as soon as field conditions allows.

5. Provide Temporary Erosion Protection or Permanent cove for the Exposed soil areas where activities have been completed or temporarily cease within 21 day of ceasing earth moving activities.

6. Sediment tracked on the street shall be removed within 24 hours using a street sweeper with pick-up broom

7. All temporary Erosion and Sediment control devices must be removed by the Contractor when final cover is established and acceptable to the Owner.

8. Contractor is responsible to provide any erosion protection for any inlets/storm manholes where pavement has not yet been installed before and after construction.

9. Concrete washout location is Contractors responsibility. Location is to be on site.

Temporary Erosion and Sediment Control Notes

BERM BAGS

LEGEND

EXISTING PROPOSED

ASPHALT

W W

SIDEWALK

SEE DETAIL C ON SHEET C4.3

WATER PIPE

SEWER PIPE

CURB & GUTTER

DETAIL A ON SHHET C4.3

CONTOUR LABEL

FIRE HYDRANTS

WATER VALVES

S S

STORM DRAIN PIPE

STORM DRAIN STRUCTURESDSD

FLOW LINE

STORM DRAIN

FLOW DIRECTION

GAS LINE

CLAY REMOVAL LIMITS

POWER COMM LINECOMM

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250 W ST

Existing Concrete To Be Removed - 132 SqFt

Remove Existing Water Line

Existing Concrete To Be Removed - 148 SqFt

Existing Curb To Be Removed 166 LnFt Protect Existing

Hydrant Assembly

Existing Concrete To Be Removed - 1,932 SqFt

Existing Curb To Be Removed

401 LnFt

Existing Asphalt & Base To Be Removed - 31,180 SqFt

Protect Existing Hydrant Assembly

Existing Curb To Be Removed

212 LnFt

Existing Concrete To Be Removed - 715 SqFt

Existing Concrete To Be Removed - 126 SqFt

Existing Curb To Be Removed 392 LnFt

Existing Curb To Be Removed

33 LnFt

Existing Concrete To Be Replaced - 157 SqFt

Existing Concrete To Be Removed - 365 SqFt

Existing Waterway To Be Removed - 472 SqFt

Existing Concrete To Be Removed - 158 SqFt

Existing Curb To Be Removed

16 LnFt

Existing Waterway To Be Removed - 534 SqFt

Existing Curb To Be Removed 16 LnFt

Saw Cut

Existing 10" Water Line To Be Removed

Existing Asphalt & Base To Be Removed & Replaced- 535 sq.ft.

4"Asphalt /12" Base

W W

W 10'' W 10'' W 10'' W 10'' W 10'' W 10''

W 10''

W 10'' W 10'' W

10'' W 10''

W 10''

W10''W10'' W10''W10''W10''

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

If Printed 11x17 use Half Scale

No. Date Descriptionby

Date:

Alliance Consulting A Planning and Engineering Firm

UTAH

2303 N CORAL CANYON BLVD

SUITE 201,

WASHINGTON, UT 84780

435-673-8060

NORTH DAKOTA

621 26th STREET W.

WILLISTON, ND 58801

701-572-8100

Client No. Project No.

Scale:Drawn By:

Drawing Sheet

Sheet of Sheets

File Name

REVISIONS

250 West Demo.dwg

FOR

7-16-2026

CITY OF ST. GEORGE

LOCATED IN SEC 36

T 42 SOUTH, R 15 WEST SLB&M

CITY OF ST. GEORGE, WASHINGTON COUNTY, UT

SK 1"=30'

4568-21 4568-21

C1.3 4 _15

250 WEST SOUTHEAST ACCESS

DEMOLITION

1. Demolition shall include removal of all Foundations, Footings, Cables, Wires, Pipes, Roots, Etc. Associated with all surface or subsurface items subject to demolition. All items subject to demolition shall be hauled to a landfill approved by the Engineer.

Bidders shall satisfy themselves of all work involved in the removal of all items subject to demolition. Submission of a bid shall constitute incontrovertible evidence that bidder understands and has included in his bid all items affecting cost, progress or performance of the work.

2. Edges of Asphalt or Concrete subject to removal shall be saw cut vertically through the entire depth of the pavement structure.

3. Removal and replacement of existing concrete curb and sidewalk at curb stops shall be limited to two segments defined by existing control joints. The contractor is responsible to protect adjacent concrete curb and sidewalk during construction. Any adjacent curb or sidewalk segments damaged during construction will be replaced at the sole expense of the Contractor, with no adjustment in price.

DEMOLITION NOTES:

DUST CONTROL NOTES

THESE DUST CONTROL MEASURES MUST BE OBSERVED AT ALL TIMES:

1. Apply water by means of trucks, hoses and/or sprinklers at sufficient frequency and quantity, prior to conducting, during and after earthmoving activities.

2. Pre-apply water to the depth of the proposed cuts, or equipment penetration.

3. Apply water as necessary and prior to expected wind events.

4. Operate haul vehicles appropriately in order to minimize fugitive dust and apply water as necessary during loading operations.

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SCALE: 1" = 1000'

KEY MAP

LEGEND

EXISTING

EXISTING STORM SEWER

EXISTING SEWER LINES S S

EXISTING WATER LINEW W W

EXISTING UNDERGROUND POWERP(UG) P(UG)

EXISTING GAS LINE

REMOVE EXISTING CONCRETE

3,735 SQ FT TOTAL

FIRE HYDRANTS

WATER VALVES

SANITARY SEWER MANHOLES

T EXISTING ELECTRICAL BOX

EXISTING HARDSCAPE

EXISTING CONCRETE

EXISTING CURB AND GUTTER

REMOVE EXISTING CURB AND GUTTER

1,240 LN FT TOTAL

SAW CUT

REMOVE EXISTING ASPHALT

31,654 SQ FT TOTAL

REMOVE EXISTING WATERWAY

1,010 SQ FT TOTAL

REMOVE WATER LINE

07-06-20261 SK Asphalt changes

07-16-20262 SK Waterline

50.0'

17.5'

ASPHALT

2.5'

17.5'

ASPHALT

5.0' S.W.

2.5'

2% SLOPE 2%2% SLOPE

35.0'

250 WEST - CROWN

SECTION A-A

STA 97+26.00 TO 98+96.00

5.0' S.W.

2.0'

SHLDR

2.0'

SHLDR

4.5' 13.0'

TRAVEL LANE

13.0'

TRAVEL LANE 4.5'

W RO

25.0' 25.0'

50.0'

RIGHT OF WAY

22.5'

ASPHALT

60.0'

2.5'

22.5'

ASPHALT

5.0' S.W.

2.5'

2% SLOPE 2%

45.0'

250 WEST - CROWN

SECTION B-B

STA 98+96.00 TO 104+24.00

5.0' S.W.

2.0'

SHLDR

2.0'

SHLDR

4.5' 12.0'

TRAVEL LANE

12.0'

TRAVEL LANE 4.5'

WRO

30.0' 30.0'

60.0'

RIGHT OF WAY

12.0'

TURN LANE

2% SLOPE

2% SLOPE 2% SLOPE

2:1

3:1

2:1

3:1

2:1

3:1

2:1

3:1

1.0'1.0'

2% SLOPE

40.0'

50.0'

3.0'

1:11:1

4" ASPHALT

12" BASE

4" ASPHALT

12" BASE

BIAXIAL GEOGRID

BX1200

EX. SEWER LINE

CONTRACTOR TO PROTECT IN

PLACE DURING CONSTRUCTION

BIAXIAL GEOGRID

BX1200

EX. PRIMARY

ELECTRICAL PROTECT IN PLACE

LOWER PERMEABLE FILL

PER GEOTECH

4' to 9'5.

1.0'

0' 1.0'

4' TO 9'

NEW COMMUNICATION CONDUITS (6)

INSTALLED BY CONTRACTOR

0' EXISTING POWER &

COMMUNICATION CONDUITS

TO BE REMOVED DURING

CONSTRUCTION

1:1

NEW WATER LINE

EX. PRIMARY

ELECTRICAL PROTECT INPLACE

NEW COMMUNICATION CONDUITS (6)

INSTALLED BY CONTRACTOR

EX. SEWER LINE

CONTRACTOR TO PROTECT IN

PLACE DURING CONSTRUCTION

EXISTING POWER &

COMMUNICATION CONDUITS

TO BE REMOVED DURING

CONSTRUCTION

NEW STORM DRAIN PIPE

CONTRACTOR SHALL COORDINATE WITH

SGES WITH THEIR METHOD TO STABILIZE

AND PROTECT IN PLACE EXISTING POWER

CONTRACTOR SHALL COORDINATE WITH

SGES WITH THEIR METHOD TO STABILIZE

AND PROTECT IN PLACE EXISTING POWER

NEW WATER LINE

1:11:1

3.0' 3.0'

GRANULAR

STRUCTURAL FILL

PER GEOTECH

CONTRACTOR IS RESPONSIBLE

FOR SHORING VERTICAL EDGE

DURING CONSTRUCTION

2.0'

3.0'

2.0'

3.0'

LOWER PERMEABLE FILL

PER GEOTECH

GRANULAR

STRUCTURAL FILL

PER GEOTECH

CONTRACTOR IS RESPONSIBLE

FOR SHORING VERTICAL EDGE

DURING CONSTRUCTION

NEW GAS LINE

No. Date Descriptionby

Date:

Alliance Consulting A Planning and Engineering Firm

UTAH

2303 N CORAL CANYON BLVD

SUITE 201,

WASHINGTON, UT 84780

435-673-8060

NORTH DAKOTA

621 26th STREET W.

WILLISTON, ND 58801

701-572-8100

Client No. Project No.

Scale:Drawn By:

Drawing Sheet

Sheet of Sheets

File Name

REVISIONS

250 West Reconstruction Paving.dwg

FOR

7-16-2026

CITY OF ST. GEORGE

LOCATED IN

ST GEORGE CITY

WASHINGTON COUNTY, UTAH

NW NTS

4710 4710

C1.4 5 _15

250 WEST

RECONSTRUCTION

PAVING

07-06-20261 SK Gas Line

ROW

ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW

ROW

ROW ROW ROW ROW ROW ROW ROW ROW ROW

ROW

ROWROWROW

ROW

ROW ROW

ROWROWROWROWROW

ROW

S 8'' S 8'' S 8'' S 8'' S 8'' S 8'' S 8'' S 8'' S 8'' S 8'' S 8'' S 8''

W 8''

W W

WWW

W W

S 8'' S

8'' S 8''

S 8''

W W

S 8'

8''

W W

W 10''

S 8'' S 8'' S 8'' S 8''

W 10'' W 10'' W 10'' W 10'' W 10''

W 10''

W 10'' W 10'' W

10'' W 10''

W 10''

W10''W

10'' S 10''

GAS 8''

P(UG) P(UG) P(UG) P(UG) P(UG)

P(UG)

P(U

B B

BP(

UG)

P(UG)

P(UG)P(UG)P(UG)P(UG)P(UG)

TCOM

M M

COMM

COM

COMM

M M

COM

COMM

P(UG)

P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)

P(U G)

P(UG)P(UG)P(UG)P(UG)P(UG)

P(UG) P(UG)

P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG)

P( U

P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG)

P(UG)P(UG)

P(UG)

P(UG)P(UG)P(UG)P(UG)

P( U

M M

COM

COMM

COMMCOMM

COMM

COM

M M

COM

COMM

COM

M M

WWWWWWWWWW

105+00

96+00 97+00 98+00 99+00

100+00

101+00

102+00 103+00

104+00

250 W ST 0+00

1+00

2+00

3+00 3+15

W W

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

If Printed 11x17 use Half Scale

No. Date Descriptionby

Date:

Alliance Consulting A Planning and Engineering Firm

UTAH

2303 N CORAL CANYON BLVD

SUITE 201,

WASHINGTON, UT 84780

435-673-8060

NORTH DAKOTA

621 26th STREET W.

WILLISTON, ND 58801

701-572-8100

Client No. Project No.

Scale:Drawn By:

Drawing Sheet

Sheet of Sheets

File Name

REVISIONS

250 West Reconstruction Base REV1.dwg

FOR

7-16-2026

CITY OF ST. GEORGE

LOCATED IN SEC 36

T 42 SOUTH, R 15 WEST SLB&M

CITY OF ST. GEORGE, WASHINGTON COUNTY, UT

SK 1"=100'

4710-25 4710-25

C2.0 6 _15

250 WEST SE ACCESS ROAD

RECONSTRUCTION

GRADING AND SD OVERALL

ROW

ROW ROW

ROW

ROW ROW

ROW

ROW ROW

ROW

ROWROW

ROW

ROW ROW ROW

ROW

ROWROW

ROW

SCALE: 1" = 1000'

KEY MAP

LEGEND

EXISTING PROPOSED

ASPHALT

W W

SIDEWALK

SEE DETAIL C ON SHEET C4.3

WATER PIPE

SEWER PIPE

CURB & GUTTER

DETAIL A ON SHHET C4.3

CONTOUR LABEL

FIRE HYDRANTS

WATER VALVES

S S

STORM DRAIN PIPE

STORM DRAIN STRUCTURESDSD

FLOW LINE

STORM DRAIN

FLOW DIRECTION

GAS LINE

CLAY REMOVAL LIMITS

ROW

ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW

ROW

ROWROWROWROWROW

ROW

ROW ROW

ROW

S 8'' S 8'' S 8'' S 8'' S 8'' S 8'' S 8'' S 8'' S

8'' S 8'' S

8'' S 8''

W W

W W W

W W

S 8'' S

8'' S 8''

S 8''

W W

S 8'

8''

W W

W 10''

S 8'' S 8'' S 8'' S 8'' S 8''

W 10'' W 10'' W 10'' W 10'' W 10'' W 10''

W 10''

W 10'' W 10'' W

10'' W 10''

W 10''

B B

TCOM

M M

COMM

M M

COMM

P(UG)

P(UG)P(UG)P(UG)

P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)

P(U G)

P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)

P(UG) P(UG) P(UG)

P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG)

P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG)P(UG)P(UG)

P(UG)

P(UG)P(UG)P(UG)P(UG)P(UG)

P( U

M M

COM

COMM

COMMCOMM

COMM

COM

M M

COM

M M

COM

COMM

COM

M M

WWWWW

105+00

97+00 98+00 99+00

100+00

101+00

102+00 103+00

104+00

EX SD INLET #2

STA:103+87.97 OFF:23.50R

TBC:2625.63

DEPTH: 8.49'

INV IN:2617.14 28" SD PIPE No 19 (SE)

INV IN:2617.14 24" EX SD PIPE #2 (NE)

INV OUT:2617.14 24" EX SD PIPE #1 (SE)

EX SD INLET #1

STA:103+89.54 OFF:-23.76L

TBC:2621.32

DEPTH: 3.61'

INV IN:2617.91 24" Pipe #20 (NW)

INV OUT:2617.71 24" EX SD PIPE #2 (SW)

SD Pipe No 19 LEN 364.82'

28" HDPE IPS DR17 SLOPE 11.12%

SD INLET NO.1 (3X3)

STA:100+22.69 OFF:24.40R

TBC:2664.11

DEPTH: 6.64'

INV IN:2657.47 28" SD Pipe No 18 (NW) INV OUT:2657.47 28" SD Pipe No 19 (SE)

SD Pipe No 18 LEN 300.53'28" HDPE IPS DR17 SLOPE 9.64%

EX SD INLET NO.24 (6X3-MODIFIED BOX WITH RING & LID)

STA:97+18.87 OFF:17.55R

TBC:2695.42

DEPTH: 9.12'

INV IN:2686.30 24" EX SD Pipe No 106 (NW)

2692.26

TBC

2694.02

TBC

2690.12

TBC

2695.16

TBC

2663.87

TBC

2664.11

TBC

2672.75

TBC

2670.52

TBC

2667.22

TBC

2664.71

TBC

2621.92

TBC

2688.81

TBC

2671.69

TBC 2668.11

TBC

2625.40

TBC

2626.05

TBC2673.19

TBC

2631.30

TBC

2636.72

TBC

2642.47

TBC

2648.76

TBC

2655.17

TBC

2661.06

TBC

2683.35

TBC

2628.47

TBC

2632.29

TBC

2636.63

TBC

2642.30

TBC

2648.76

TBC

2655.17

TBC

2683.35

TBC

2688.36

TBC

2665.84

TBC

2671.01

TBC2689.34

TBC

2693.64

TBC

2689.79

TBC 2671.95

TBC

2665.50

TBC

2695.32

TBC

FIELD LOCATE AND TIE TO EXISTING STORM DRAIN

SEE DETAIL D/C4.0

FIELD LOCATE AND TIE TO EXISTING STORM DRAIN

CORE EXISTING BOX

EX SWR PIPE #3

EX SWR PIPE #4

EX SWR PIPE #2

EX SWR PIPE #1

INV OUT:2686.30 28" SD Pipe No 18 (SE)

SD Pipe No 20 LEN 255.00' 24" ADS S2.02 SaniTite HP SLOPE 10.33%

SD INLET NO.2 (3X3)

STA:101+35.89 OFF:-23.76L

TBC:2650.10

DEPTH: 6.00'

INV OUT:2644.10 24" Pipe #20 (SE)

0+00

1+00

2+00

3+00 3+15

Storm Drain Section No.1

W W

W W W

W W

FIELD LOCATE AND TIE TO EXISTING STORM DRAIN

CORE EXISTING BOX

2661.06

TBC

2664.34

TBC

2677.78

TBC

2677.78

TBC

250 West Reconstruction

VERTICAL SCALE 1" = 12'

-9.40%

-4.00%

-11.15%

-0.69% -1.46%

-13.25%

PVI STA: 102+29.60

PVI ELEV: 2638.28

K: 26.00

LVC: 100.00

: 1

+7 9.

: 2

: 1

+7 9.

: 2

58 PVI STA: 103+72.73

PVI ELEV: 2624.82

K: 13.88

LVC: 75.00

: 1

+3 5.

: 2

: 1

+1 0.

: 2

PVI STA: 97+92.37

PVI ELEV: 2689.86

K: 47.62

LVC: 150.00

: 9 7+

: 2

: 9 8+

: 2

PVI STA: 100+95.05

PVI ELEV: 2656.11

K: 47.62

LVC: 100.00

: 1

+4 5.

: 2

: 1

+4 5.

: 2

EX SD INLET NO.24 (6X3-MODIFIED BOX WITH RING & LID)

STA:97+18.87 OFF:17.55R

RIM:2695.42

DEPTH: 9.12'

INV IN:2686.30 24" EX SD Pipe No 106 (NW)

SD INLET NO.1 (3X3)

STA:100+22.69 OFF:24.40R

RIM:2664.11

DEPTH: 6.64'

INV IN:2657.47 28" SD Pipe No 18 (NW) INV OUT:2657.47 28" SD Pipe No 19 (SE)

SD Pipe No 18 LEN 300.53'

28" HDPE IPS DR17 SLOPE 9.64%

EX SWR PIPE #2SLOPE 11.05%

EX SWR PIPE #3SLOPE 10.76%

EX SWR PIPE #4SLOPE 9.07%

EX SWR PIPE #1SLOPE 10.22%

APPROX.

CLAY REMOVAL LIMITS

SD Pipe No 19 LEN 364.82'

28" HDPE IPS DR17 SLOPE 11.13%

FIELD LOCATE AND

TIE TO EXISTING STORM DRAIN

FIELD LOCATE AND TIE TO EXISTING STORM DRAIN

CORE EXISTING BOX

EX SD INLET #2

STA:103+87.97 OFF:23.50R

RIM:2625.63

DEPTH: 8.49'

INV IN:2617.14 28" SD PIPE No 19 (SE)

INV IN:2617.14 24" EX SD PIPE #2 (NE)

INV OUT:2617.14 24" EX SD PIPE #1 (SE)

SEE DETAIL D/C4.0

INV OUT:2686.30 28" SD Pipe No 18 (SE)

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

If Printed 11x17 use Half Scale

No. Date Descriptionby

Date:

Alliance Consulting A Planning and Engineering Firm

UTAH

2303 N CORAL CANYON BLVD

SUITE 201,

WASHINGTON, UT 84780

435-673-8060

NORTH DAKOTA

621 26th STREET W.

WILLISTON, ND 58801

701-572-8100

Client No. Project No.

Scale:Drawn By:

Drawing Sheet

Sheet of Sheets

File Name

REVISIONS

250 West Reconstruction Base REV1.dwg

FOR

7-16-2026

CITY OF ST. GEORGE

LOCATED IN SEC 36

T 42 SOUTH, R 15 WEST SLB&M

CITY OF ST. GEORGE, WASHINGTON COUNTY, UT

SK 1"=30'

4710-25 4710-25

C2.1 7 _15

250 WEST SE ACCESS ROAD

RECONSTRUCTION

GRADING & SD PLAN & PROFILE

ROW

ROW ROW

ROW

ROW ROW

ROW

ROW ROW

ROW

ROWROW

ROW

ROW ROW ROW

ROW

ROWROW

ROW

SCALE: 1" = 1000'

KEY MAP

LEGEND

EXISTING PROPOSED

ASPHALT

W W

SIDEWALK

SEE DETAIL C ON SHEET C4.3

WATER PIPE

SEWER PIPE

CURB & GUTTER

DETAIL A ON SHHET C4.3

CONTOUR LABEL

FIRE HYDRANTS

WATER VALVES

S S

STORM DRAIN PIPE

STORM DRAIN STRUCTURESDSD

FLOW LINE

STORM DRAIN

FLOW DIRECTION

GAS LINE

CLAY REMOVAL LIMITS

07-06-20261 SK WTR & SD changes

ROW

ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW

ROW

ROWROWROWROWROW

ROW

ROW ROW

ROW

S 8'' S 8'' S 8'' S 8'' S 8'' S 8'' S 8'' S 8'' S

8'' S 8'' S

8'' S 8''

W W

W W W

W W

S 8'' S

8'' S 8''

S 8''

W W

S 8'

8''

W W

W 10''

S 8'' S 8'' S 8'' S 8'' S 8''

W 10'' W 10'' W 10'' W 10'' W 10'' W 10''

W 10''

W 10'' W 10'' W

10'' W 10''

W 10''

B B

TCOM

M M

COMM

M M

COMM

P(UG)

P(UG)P(UG)P(UG)

P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)

P(U G)

P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)P(UG)

P(UG) P(UG) P(UG)

P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG)

P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG)P(UG)P(UG)

P(UG)

P(UG)P(UG)P(UG)P(UG)P(UG)

P( U

M M

COM

COMM

COMMCOMM

COMM

COM

M M

COM

M M

COM

COMM

COM

M M

WWWWW

105+00

97+00 98+00 99+00

100+00

101+00

102+00 103+00

104+00

EX SD INLET #2

STA:103+87.97 OFF:23.50R

TBC:2625.63

DEPTH: 8.49'

INV IN:2617.14 28" SD PIPE No 19 (SE)

INV IN:2617.14 24" EX SD PIPE #2 (NE)

INV OUT:2617.14 24" EX SD PIPE #1 (SE)

EX SD INLET #1

STA:103+89.54 OFF:-23.76L

TBC:2621.32

DEPTH: 3.61'

INV IN:2617.91 24" Pipe #20 (NW)

INV OUT:2617.71 24" EX SD PIPE #2 (SW)

SD Pipe No 19 LEN 364.82'

28" HDPE IPS DR17 SLOPE 11.12%

SD INLET NO.1 (3X3)

STA:100+22.69 OFF:24.40R

TBC:2664.11

DEPTH: 6.64'

INV IN:2657.47 28" SD Pipe No 18 (NW) INV OUT:2657.47 28" SD Pipe No 19 (SE)

SD Pipe No 18 LEN 300.53'28" HDPE IPS DR17 SLOPE 9.64%

EX SD INLET NO.24 (6X3-MODIFIED BOX WITH RING & LID)

STA:97+18.87 OFF:17.55R

TBC:2695.42

DEPTH: 9.12'

INV IN:2686.30 24" EX SD Pipe No 106 (NW)

2692.26

TBC

2694.02

TBC

2690.12

TBC

2695.16

TBC

2663.87

TBC

2664.11

TBC

2672.75

TBC

2670.52

TBC

2667.22

TBC

2664.71

TBC

2621.92

TBC

2688.81

TBC

2671.69

TBC 2668.11

TBC

2625.40

TBC

2626.05

TBC2673.19

TBC

2631.30

TBC

2636.72

TBC

2642.47

TBC

2648.76

TBC

2655.17

TBC

2661.06

TBC

2683.35

TBC

2628.47

TBC

2632.29

TBC

2636.63

TBC

2642.30

TBC

2648.76

TBC

2655.17

TBC

2683.35

TBC

2688.36

TBC

2665.84

TBC

2671.01

TBC2689.34

TBC

2693.64

TBC

2689.79

TBC 2671.95

TBC

2665.50

TBC

2695.32

TBC

FIELD LOCATE AND TIE TO EXISTING STORM DRAIN

SEE DETAIL D/C4.0

FIELD LOCATE AND TIE TO EXISTING STORM DRAIN

CORE EXISTING BOX

EX SWR PIPE #3

EX SWR PIPE #4

EX SWR PIPE #2

EX SWR PIPE #1

INV OUT:2686.30 28" SD Pipe No 18 (SE)

SD Pipe No 20 LEN 255.00' 24" ADS S2.02 SaniTite HP SLOPE 10.33%

SD INLET NO.2 (3X3)

STA:101+35.89 OFF:-23.76L

TBC:2650.10

DEPTH: 6.00'

INV OUT:2644.10 24" Pipe #20 (SE)

0+00

1+00

2+00

3+00 3+15

Storm Drain Section No.1

W W

W W W

W W

FIELD LOCATE AND TIE TO EXISTING STORM DRAIN

CORE EXISTING BOX

2661.06

TBC

2664.34

TBC

2677.78

TBC

2677.78

TBC

Storm Drain Section No.1

EX SD INLET NO.2 (3X3)

STA:0+28.19 OFF:0.00L

RIM:2650.10

DEPTH: 6.00'

INV OUT:2644.10 24" Pipe #20 (SE)

STRUCTURE - (71)

STA:2+81.83 OFF:0.00L

RIM:2621.32

DEPTH: 3.61'

INV IN:2617.14 28" SD PIPE No 19 (SE) INV IN:2617.91 24" Pipe #20 (NW)

INV OUT:2617.71 24" EX SD PIPE #2 (SW)

SD Pipe #20 LEN 255.00'

24" ADS S2.02 SaniTite HP SLOPE 10.33%

VERTICAL SCALE 1" = 12'

FIELD LOCATE AND TIE TO EXISTING STORM DRAIN

CORE EXISTING BOX

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

If Printed 11x17 use Half Scale

No. Date Descriptionby

Date:

Alliance Consulting A Planning and Engineering Firm

UTAH

2303 N CORAL CANYON BLVD

SUITE 201,

WASHINGTON, UT 84780

435-673-8060

NORTH DAKOTA

621 26th STREET W.

WILLISTON, ND 58801

701-572-8100

Client No. Project No.

Scale:Drawn By:

Drawing Sheet

Sheet of Sheets

File Name

REVISIONS

250 West Reconstruction Base REV1.dwg

FOR

7-16-2026

CITY OF ST. GEORGE

LOCATED IN SEC 36

T 42 SOUTH, R 15 WEST SLB&M

CITY OF ST. GEORGE, WASHINGTON COUNTY, UT

SK 1"=30'

4710-25 4710-25

C2.2 7 _15

250 WEST SE ACCESS ROAD

RECONSTRUCTION

GRADING & SD PLAN & PROFILE

ROW

ROW ROW

ROW

ROW ROW

ROW

ROW ROW

ROW

ROWROW

ROW

ROW ROW ROW

ROW

ROWROW

ROW

SCALE: 1" = 1000'

KEY MAP

LEGEND

EXISTING PROPOSED

ASPHALT

W W

SIDEWALK

SEE DETAIL C ON SHEET C4.3

WATER PIPE

SEWER PIPE

CURB & GUTTER

DETAIL A ON SHHET C4.3

CONTOUR LABEL

FIRE HYDRANTS

WATER VALVES

S S

STORM DRAIN PIPE

STORM DRAIN STRUCTURESDSD

FLOW LINE

STORM DRAIN

FLOW DIRECTION

GAS LINE

CLAY REMOVAL LIMITS

No. Date Descriptionby

Date:

Alliance Consulting A Planning and Engineering Firm

UTAH

2303 N CORAL CANYON BLVD

SUITE 201,

WASHINGTON, UT 84780

435-673-8060

NORTH DAKOTA

621 26th STREET W.

WILLISTON, ND 58801

701-572-8100

Client No. Project No.

Scale:Drawn By:

Drawing Sheet

Sheet of Sheets

File Name

REVISIONS

250 West Reconstruction Base REV1.dwg

FOR

7-16-2026

CITY OF ST. GEORGE

LOCATED IN SEC 36

T 42 SOUTH, R 15 WEST SLB&M

CITY OF ST. GEORGE, WASHINGTON COUNTY, UT

SK 1"=30'

4710-25 4710-25

C2.3 8 _15

250 WEST SE ACCESS ROAD

RECONSTRUCTION

UTILITY NOTES

1. PRIMARY POWER FROM SWITCH TO SWITCH SHALL BE 750 WIRE IN 3” CONDUIT (90°C TEMP. RATING).

2. PRIMARY POWER FROM VAULT TO TRANSFORMER SHALL BE 1/0 WIRE IN 3” CONDUIT UNLESS OTHERWISE NOTED.

ALL WIRE SHALL HAVE A TEMPERATURE RATING OF 90°C

3. SECONDARY POWER FROM TRANSFORMER TO METER: ALL WIRE SHALL HAVE A TEMPERATURE RATING OF 90°C AND

CONFORM TO CURRENT NEC REQUIREMENTS FOR ALLOWABLE AMPACITIES AND VOLTAGE DROP. WHERE

SECONDARY POWER IS MAINTAINED BY ST. GEORGE ENERGY SERVICES (SGES), WIRE AND CONDUIT SIZES WILL BE

SPECIFIED ON THE APPROVED JUC PLAN. SECONDARY WIRE MAINTAINED BY SGES SHALL BE ALUMINUM.

OTHERWISE, SECONDARY WIRE AND CONDUIT SHALL BE SIZED BY THE BUILDING ELECTRICAL ENGINEER.

4. CONTRACTOR TO FOLLOW ALL BLUE STAKES PROTOCOLS.

5. THE POWER DESIGN ON THIS UTILITY PLAN IS CONSIDERED BY SGES AS PRELIMINARY AND NON-BIDABLE UNTIL

ACCOMPANIED BY A JUC APPROVAL STAMP.

6. ALL PRIMARY UNDERGROUND POWER WORK AND STREET LIGHT INSTALLATION MUST BE PROVIDED AND INSTALLED

BY A CONTRACTOR THAT HAS BEEN PREQUALIFIED BY SGES AND MEET ALL SGES STANDARDS. ALL OVERHEAD

WORK/INSTALLATION MUST BE COMPLETED BY SGES. INSPECTION FEES AND OTHER APPLICABLE COSTS ASSESSED BY

SGES UPON JUC APPROVAL SHALL BE PAID PRIOR TO A PERMIT BEING ISSUED. OVERHEAD POWER OR OTHER WORK

COMPLETED BY SGES WILL BE BILLED TO THE PREQUALIFIED CONTRACTOR/OWNER AND PAID PRIOR TO THE FINAL

INSPECTION.

7. IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE LOCATIONS, ELEVATIONS, AND APPLICABLE EASEMENTS FOR

EACH OF THE POWER FACILITIES THAT ARE TO BE INSTALLED WITH THE PROJECT. THE FINAL GRADE OF THE

AREA/EASEMENT SHALL BE ESTABLISHED BEFORE CONSTRUCTION CAN BEGIN FOR ANY BURIED POWER, PAD MOUNT

EQUIPMENT, OR OVERHEAD POWER. IF THE GRADE CHANGES AFTER THE CONSTRUCTION HAS BEEN COMPLETED, THE COST TO CHANGE THE ELEVATION SHALL BE BILLABLE TO THE OWNER. PAD MOUNT EQUIPMENT IS TYPICALLY

PLACED 6-FT BEHIND TBC BUT SHALL NOT BE LESS THAN PAD MOUNT CLEARANCES IDENTIFIED IN THE CURRENT

SGES UNDERGROUND STANDARDS. CONTRACTOR SHALL PROVIDE APPLICABLE CONTROL SUCH AS TBC LOCATION

AND ELEVATION, OR OTHER, PRIOR TO PLACEMENT OF ELECTRICAL EQUIPMENT.

8. ALL JUC TRENCHES WILL BE BACKFILLED AND COMPACTED IN 6” TO 8” LIFTS TO A COMPACTION OF 95% IN

ROADWAYS/SIDEWALKS AND 90% BEHIND SIDEWALK. TESTING IS TO BE DONE AT MIDDLE AND TOP OF TRENCH.

TRENCH CONSTRUCTION SHALL CONFORM TO SGES DETAILS D13, D14, D15, & D18. ALTERNATE TRENCH

CONSTRUCTION SHALL BE APPROVED BY SGES PRIOR TO INSTALLATION. TRANSFORMER PADS AND OTHER HEAVY

ELECTRICAL EQUIPMENT SHALL BE BACKFILLED AND COMPACTED IN 6” TO 8” LIFTS TO A COMPACTION OF 95%. FIELD

DENSITY REPORTS FROM AN ACCREDITED GEOTECHNICAL ENGINEERING COMPANY SHALL BE SUBMITTED TO THE

SGES ENGINEERING DEPARTMENT UPON COMPLETION OF THE PROJECT.

9. ALL CHANGES TO EXISTING GRADES NEAR EXISTING POWER UTILITIES MUST BE APPROVED BY SGES PRIOR TO

CONSTRUCTION.

10. ANY IN-FIELD CHANGES TO THE JUC APPROVED POWER DESIGN WILL BE AT THE DEVELOPER’S EXPENSE AND MUST BE

PRE-APPROVED AND DOCUMENTED BY SGES PRIOR TO INSTALLATION.

11. LANDSCAPING AROUND ALL PRIMARY POWER EQUIPMENT SHALL CONFORM TO SGES STANDARDS AND APPLICABLE

SGES DETAILS. TREES PLANTED UNDER OVERHEAD POWER SHALL NOT GROW MORE THAN 15-FT WHEN FULLY

MATURED. MATURE VEGETATION SHALL NOT OBSTRUCT SGES ACCESS TO OR INTO PAD MOUNT EQUIPMENT. NO

ABOVE-GROUND IRRIGATION SYSTEMS ARE PERMITTED WITHIN 10-FT AROUND THE EQUIPMENT PADS.

LANDSCAPE ROCK SHALL NOT EXCEED 1" DIAMETER.

12.PLEASE REFERENCE THE CURRENT SGES UNDERGROUND STANDARDS FOR INFORMATION ON INSTALLATION

GUIDELINES AND METERING STANDARDS. COORDINATE EQUIPMENT MARKING AND TAGGING REQUIREMENTS

WITH THE SGES INPECTOR.

ST. GEORGE ENERGY SERVICES POWER NOTES

1. NO SEWERS UNDER 9' DEEP UNLESS APPROVED BY THE CITY OF ST. GEORGE.

2. ANY SEWERS NOT IN PUBLIC STREETS SHALL SHOW RECORDED EASEMENTS.

3. BUILDINGS MAY REQUIRE INTERCEPTORS AT LATER DATE.

4. ALL SEWER MANHOLES SHALL HAVE "CITY OF ST. GEORGE" LOGO LIDS FOR FINAL INSPECTION.

5. 100' MAXIMUM SPACE BETWEEN SEWER LATERAL CLEANOUTS.

6. ALL CONSTRUCTION SHALL CONFORM TO THE "CITY OF ST. GEORGE STANDARD SPECIFICATIONS FOR

DESIGN AND CONSTRUCTION","THE INTERNATIONAL PLUMBING CODE", AND THE "UNIFORM BUILDING

CODE" LATEST EDITION AS ADMINISTERED BY THE CITY OF ST. GEORGE.

CITY OF ST. GEORGE SEWER NOTES

1. ALL WATERLINE WORKS MUST BE INSTALLED BY A CONTRACTOR THAT HAS BEEN PRE-QUALIFIED BY

THE CITY OF ST. GEORGE WATER DEPARTMENT.

2. ALL CONSTRUCTION SHALL CONFORM TO THE “CITY OF ST. GEORGE STANDARD SPECIFICATIONS FOR

DESIGN AND CONSTRUCTION”, “THE INTERNATIONAL PLUMBING CODE”, AND THE “UNIFORM

BUILDING CODE” LATEST EDITION AS ADMINISTERED BY THE CITY OF ST. GEORGE.

3. CONTRACTOR SHALL POTHOLE ALL PIPELINES AND VERIFY LOCATION AND DEPTH PRIOR TO

PROCEEDING WITH ANY BUILDING OR PIPELINE CONSTRUCTION. IF THE IN-FIELD CONDITION VARIES

FROM DESIGN THE CONTRACTOR IS RESPONSIBLE FOR COSTS DUE TO CHANGES IN CONDITION. CITY

MAPS ARE “BEST KNOWLEDGE” AND APPROXIMATE.

4. THE POTABLE WATER SUPPLY TO LAWN IRRIGATION SYSTEMS SHALL BE PROTECTED AGAINST

BACKFLOW PER THE “INTERNATIONAL PLUMBING CODE (IPC)” SECTION 608.16.5 AND FIRE SPRINKLER

SYSTEMS PER (IPC) 608.16.4.

5. ALL BACKFLOW ASSEMBLY INSTALLATION AND TEST REQUIREMENTS SHALL BE IN ACCORDANCE WITH

THE CITY OF ST. GEORGE BACKFLOW ORDINANCE 9-1-1997-5-6-5.

6. 12 GAUGE WIRE SHALL BE TAPED TO ALL WATER LINES FOR LOCATING PURPOSES. THE WIRE SHALL

ALSO BE BROUGHT UP AT EACH VALVE BOX AND HYDRANT.

7. THRUST RESTRAINT ON THE NEW PIPELINE WILL BE AS SHOWN ON THE DETAILS. USE MEGA-LUG ON

THE FITTINGS AND FIELD LOCK GASKETS ON THE REQUIRED LENGTH OF RESTRAINED PIPE.

8. ASPHALT REPLACED OVER THE PIPE TRENCHING IS TO MATCH EXISTING PAVEMENT DEPTHS WITH A 6”

OVER CUT FROM EDGE OF THE TRENCH ON EACH SIDE OF THE TRENCH.

9. CONTRACTORS SHALL CUT OFF AND CAP (BACK AT THE WATER MAIN), ALL EXISTING SERVICE LINES OR

UNUSED STUB LINES THAT WILL BE ABANDONED.

10. ANY CHANGES MADE IN THE FIELD MUST BE FIRST APPROVED AND DOCUMENTED BY THE CITY OF ST.

GEORGE WATER SERVICES REPRESENTATIVE.

11. ALL NEW FIRE HYDRANTS SHALL BE INSTALLED AT THE CORRECT HEIGHT. RISERS WILL NOT BE

ALLOWED.

12. IRRIGATION WATER WORKS MAY REQUIRE ADDITIONAL APPROVALS FROM RESPECTIVE IRRIGATION

COMPANIES.

CITY OF ST. GEORGE WATER NOTES:

TDS, CATV/BROADBAND NOTES

ENBRIDGE GAS NOTES

1. DEVELOPER NEEDS TO CONTACT DOMINION ENERGY PRE-CONSTRUCTION DEPARTMENT PRIOR TO BREAKING

GROUND FOR GAS SIGN UP - ERIC WARD 435-669-2269.

2. DEVELOPER WILL BE RESPONSIBLE TO GET ALL COMPACTION TESTS DONE AT DEVELOPER’fS EXPENSE.

3. IF CASINGS/CONDUITS ARE NEEDED, THEY ARE TO BE INSTALLED BY DEVELOPER AT THEIR COSTS. A MAP WILL BE

AVAILABLE AT DOMINION ENERGY FOR CASING LOCATIONS (1155 E 350 N - ST GEORGE).

4. ALL OF THE UTILITY EASEMENTS BACK OF SIDEWALK WILL BE GRADED, AT FULL WIDTH, TO WITHIN 6 INCHES OF

TOP BACK OF CURB BEFORE GAS LINES WILL BE INSTALLED. ΎΎNO RETAINING, ROCK, OR BLOCK WALLS MAY BE

CONSTRUCTED ON/IN A PUE ΎΎDEVELOPER WILL BE RESPONSIBLE FOR THE COSTS OF ANY GAS LINES TO BE

LOWERED AND/OR RELOCATED AFTER INSTALLATION. ΎΎ

5. ALL TRENCHES SHALL BE BACKFILLED AND ALL DEBRIS, CONSTRUCTION MATERIALS AND EXCESS DIRT PILES

SHALL BE CLEARED AWAY.

6. PROPERTY LOT LINES, BACK OF CURB AND GRADE MUST BE STAKED BY DEVELOPER BEFORE GAS WILL BE

INSTALLED.

7. POWER, WATER, SEWER LINES, CULVERTS OR OTHER HAZARDS NOT CLEARLY NOTICEABLE SHALL BE STAKED BY

DEVELOPER.

8. FAILURE TO COMPLY WITH THE ABOVE NOTES WILL RESULT IN DELAY OF SERVICE TO THIS PROJECT.

9. CONTACT JC HALL, 435-210-0729, AT LEAST TWO (2) WEEKS PRIOR TO BEING READY, FOR SCHEDULING OF

INSTALLATION.

10. ΎΎIMPORTANT NOTICEΎΎ GAS WILL BE PUT ON THE SCHEDULE FOR INSTALLATION WHEN POWER TRENCH IS

BURIED, STREETS ARE WITHIN 6 INCHES OF SUB-GRADE AND THE UTILITY EASEMENT IS GRADED TO TOP BACK

OF CURB.

11. HIGH PRESSURE GAS NOTE: CONTRACTOR IS REQUIRED TO CALL HIGH PRESSURE DISPATCH AT 801-324-3370 OR

BRYAN WARD 435-559-6547, AT LEAST 48 HOURS IN ADVANCE, BEFORE WORKING WITHIN 10 FEET OF A HIGH

PRESSURE GAS LINE. THIS WILL SCHEDULE A DOMINION ENERGY HIGH PRESSURE INSPECTOR TO THE PROJECT

SITE.

CENTURY LINK TELEPHONE NOTES

1. DEVELOPER TO PLACER CONDUIT IN ALL JUC TRENCH AND STUB UP AT ALL POWER LOCATIONS. CONTACT

CENTURYLINK ENGINEER FOR PRINT IF NEEDED.

2. CENTURYLINK WILL PROVIDE ALL CONDUIT AND DELIVER TO JOB SITE. CALL 435-632-6553 SEVEN (7) DAYS

PRIOR TO REQUIREING CONDUIT TO SCHEDULE DELIVERY.

3. CONTRACTOR TO INSTALL CONDUIT AND PLACE PULL STRING IN ALL…

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File details come from the government source that posted it. Updated Jul 21, 2026.