2-Lower Farmington Creek Trail Plan Set.pdf

PDF 32 MB Posted Jun 24, 2026

Attached to: Lower Farmington Creek Trail
Solicitation number: Not on record
Issued by: Davis County, Utah

About this file

Written by GovTribe AI · Jun 24, 2026

This is a plan set document for the Lower Farmington Creek Trail construction project submitted by Farmington City, Utah. The project encompasses improvements and reroutes to the existing Farmington Creek Trail, which currently contains unsustainable sections. Construction scope includes new trail construction, trail restoration, switchbacks, rock steps and stairways, rock retaining walls, bench cuts, fill material, standard culverts with rock headwalls, stair sets, and bridge construction. Sealed bids for the project will be received at Farmington City Hall, located at 160 South Main Street, Farmington, Utah, no later than 2:00 p.m. local time on July 16, 2026, with public opening and reading of bids to follow in the conference room. Bidding documents will be available beginning Tuesday, June 23, 2026, on the Utah Bonfire U3P website. A mandatory pre-bid meeting will not be held. All questions regarding the project must be submitted through Bonfire by July 10, 2026.

The plan set document provides the detailed technical specifications and construction drawings necessary for bidders to prepare cost proposals for the Lower Farmington Creek Trail Project. Inquiries should be directed to Russell Coons at Farmington City, either by telephone at (801) 939-9276 or by email at rcoons@farmington.utah.gov. No specific pricing terms, set-asides, incumbent information, or funding source details are provided within the plan set document itself.

View the file

Other files

File	Type	Posted
1-Lower Farmington Creek Trail Bid Document.pdf	PDF	Jun 24, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

TRAIL CONSTRUCTION BID SET FOR

FARMINGTON CREEK

TRAIL REROUTE

PREPARED FOR CITY OF FARMINGTON, UTAH

VICINITY MAP

10Mi

1" = 10 miles

PROJECT

LOCATION

SHEET INDEX

SHEET #

L0-1 L0-2 L0-3 L0-4 L1-1 L1-2 L1-3 L1-4 L1-5 L2-1 L2-2

SHEET TITLE

COVER SHEET

PROJECT OVERVIEW

GENERAL NOTES

KEY PLAN

ENLARGEMENT PLAN 1

ENLARGEMENT PLAN 2

ENLARGEMENT PLAN 3

ENLARGEMENT PLAN 4

ENLARGEMENT PLAN 5

CONSTRUCTION DETAILS

LOCATION MAP

0.75Mi

1" = 0.75 miles

PROJECT LOCATION

DATE: 12/13/2024

Jay Hoeschler info@avidtrails.com 310-779-1271

Russell Coons Farmington City Project Engineer 160 S Main St. Farmington, UT 84025 801-451-2383

SIGNED:

DATE:

APPROVED BY:

DATE:

PREPARED BY AVID TRAILS

PREPARED FOR CITY OF FARMINGTON

12/13/2024

SHEET TITLE

CLIENT

VERSION DATE

DRAWN BY

SHEET

LOCATION

PROJECT

Farmington Creek

Trail Reroute

Project Overview

City of Farmington

12/13/202403

Farmington, Utah

CHECKED BY

L0-2

Matchlines Callout/Control Point Future Directional Signage Location Existing Trail to Remain Existing Trail to be Closed Potential Trail Reroute (by Others) Preferred Lower Farmington Creek Trail Alignment Streams NEPA Consideration Area Roads Contours (2 ft)

Proposed Trail Alignments Proposed Trail Alignment Alternate Trail Alignment (Bridge)

Reference Note

LEGEND

NOTES

1 Existing social trails for creek access to remain.

2 Trail follows defunct aqueduct for 30 - 50 feet.

3 Additional rock steps needed (35 ft). See Details 1/L2-2 and 2/L2-2.

4 Additional rock work needed.

5 Improvement to bench cut needed (30 ft).

6 Armored crossing plus bench cut needed (15 ft).

7 Retention plus armoring needed (15 ft).

8 Rock bench cut needed (30 ft).

9 Alternative drainage crossing: 30 ft bridge.

10 Bench cut needed at scree crossing (150 ft).

11 Bench cut needed at scree crossing (60 ft).

12 Bench cut needed at scree crossing (80 ft).

13 Retaining at scree crossing needed (30 ft).

14 Micro drainage needs armoring or pipe (10 ft).

15 Bench cut needed at scree crossing (50 ft).

NAME NOTES LF

P-1 Existing trail alignment to remain. Trail tread to be re-established/reconstructed to meet USFS Class 3 specifications.

P-2 New trail construction. 674 P-3 Existing trail alignment to remain. Trail tread to be re-established/reconstructed to meet USFS Class 3 specifications.

P-4 New trail construction. 479 P-5 Existing trail alignment to remain. Trail tread to be re-established/reconstructed to meet USFS Class 3 specifications.

P-6 New trail construction. 747 P-7 New trail construction. Alignment to be shared with future Bonneville Shoreline Trail reroute.

P-8 Existing trail alignment to remain with significant machinery improvement.

P-9 Existing trail alignment to remain with significant machinery improvement.

P-9B Construction of bridge across gully. 38 P-10 Existing trail alignment to remain with significant machinery improvement.

P-11 New trail construction. 1,360 P-12 New trail construction. 804 P-13 Existing trail to be improved. 306 P-14 New trail construction. 573 P-15 Existing trail to be improved. 221 P-16 New trail construction. 1,795

TRAIL SCHEDULE

This trail construction project consists of improvements to the existing Farmington Creek Trail, as well as reroutes to sections of the existing trail which are unsustainable. This scope includes one planning area: Lower Farmington Creek.

PROJECT LOCATION: LOWER FARMINGTON CREEK

The existing Farmington Creek trail begins at the north end of Farmington Pond Parking Area. The street address is Farmington Pond Rd, Farmington, UT 84025, and the Google Plus code is X4W7+5Q Farmington, Utah. The scope of this trail section begins just north of the bridge crossing Farmington Creek, and ends at the Farmington Canyon Trailhead, approximately 1.25 miles up canyon, where it meets the end of the paved road.

The existing trail is rustic, narrow, and often exceeds 25% grades for extended periods. Several trail reroutes are detailed on the following sheets to ease or eliminate unsustainable grades. There are also many sections of the existing trails that require significant rock work to improve the trail tread and user experience. Rock work will include retaining walls, steps, armoring, and other improvements. Although the following sheets notate specific areas of required rockwork, it will be the responsibility of the trail builder to field-verify conditions in order to properly understand the scope of the build and estimate construction costs.

The Creek Route is shown on the following pages as a BROWN alignment. It is detailed on sheets L1-2 and L1-3. This route generally follows the existing rustic trail, but then switches up on a new alignment to reach the upper section of the canyon. The trail section below and west of the switchbacks is the area that will require the most rockwork. This will include retaining walls, stone steps and armoring as described in the sheets. An alternate bridge location is also identified at #9 on sheet L1-3.

CLOSING AND DISGUISING ABANDONED TRAILS

All sections of the existing trail that have been identified for closure will need to be blocked and/or disguised by the trail builder to discourage use. Brush, rocks, branches and other natural material should be placed on the abandoned trail for a distance so the linear characteristic of the trail cannot be readily identifiable. Rake or sprinkle duff and leaves to encourage revegetation. Some type of physical barrier and reduction in the visibility of the old trail tread and trail corridor are both necessary to effectively close a trail.

PROJECT OVERVIEW

The following language is copied directly from USFS Decision Memo 60779:

CLASS 3 HIKING TRAIL

These trails have been designated by the USFS as Class 3 trails. See USFS Design Parameters for Class 3 Wilderness Trails.*

RECREATION

• Tread must be sustainable and must shed water at least every 70 feet, preferably every 50 feet. Whenever the trail grade is more than one-half of the side slope, tread will be reinforced by checks or rock steps.

• Tread to be 18 to 36 inches, full bench construction. This will likely require construction of retaining walls, following standard drawings.

• Protrusions may be common but are less than 3 inches.

• Maximum obstacle height is 10 inches.

• Target grade is 3 to 12 percent, with a short pitch maximum of 25 percent grade.

• Grades above 12 percent will total no more than 20 percent of the trail length.

• Cross slope will be 5 to 10 percent, or occasionally reaching 15 percent.

• Clearing height will be 7 feet, clearing width will be 36 to 60 inches, shoulder clearance will be 12 to 18 inches

• Switchbacks will have turn radius of 3 to 6 feet.

ENGINEERING

• Forest Service Engineer approval will be required for any substantial structures, including retaining walls greater than 3 feet in height, and any bridges.

• With these structures, submit detailed design drawings that include site plan, plan/profile sheets, drainage details, and/or other structural details. Must meet building codes, include structural calculations, and be stamped by professional engineer or architect.

• Plans should also address accessibility requirements

• Plans should indicate starting date for construction of all engineered elements that will be built.

HYDROLOGY

• If final alignment is located within the Riparian Habitat Conservation Area (RHCA), Riparian Management Objectives will be developed.

BOTANY

• Milkweed plants should be preserved for Monarch Butterfly habitat

• To prevent the spread of noxious and invasive weeds due to this project, all existing noxious and invasive plant infestations within or adjacent to project area should be treated prior to project implementation.

• Equipment, materials, or crews must not be staged in existing invasive plant infestations.

• All equipment should be cleaned and free of vegetation, soil, and debris prior to beginning work on Forest Service land

• As needed, re-vegetation should be initiated at the first appropriate growing season (early spring or fall) after completion of construction.

• Seed mix must be certified weed free and approved by the Forest Service Botanist, who will retain certification paperwork in the project file.

• For at least three years after project completion, areas impacted by ground disturbing operations should be monitored and treated for invading noxious weeds.

FUELS

• Vegetation should not be piled as to create a jackpot of fuel.

Vegetation should be removed or chipped when feasible to do so.

*Note the City and local USFS agency are allowing this trail tread to be up to 48” wide to accommodate trail-building machinery. Care should be taken to not exceed this width during trail construction. Also note that sections of the proposed trail alignments are designed to be gentler than some of the allowable grades in the USFS spec for Class 3 Hiking Trails.

The trail builder should use the specs shown in this plan.

USFS DECISION MEMO

VERSION DATE

DRAWN BY

SHEET

LOCATION

PROJECT

Farmington Creek

Trail Reroute

General Notes

City of Farmington

12/13/202403

Farmington, Utah

CHECKED BY

L0-3

1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH ALL JURISDICTIONAL AUTHORITIES.

2. CONTRACTOR SHALL COMPLY WITH THE STANDARDS INDICATED IN THESE DRAWINGS AND WITHIN THE CONSTRUCTION DOCUMENTS.

THE CONTRACTOR SHALL NOTIFY ALL AGENCIES, OWNERS, ENGINEERS, AND UTILITY COMPANIES 5 DAYS PRIOR TO A PRE-CONSTRUCTION

MEETING:

OWNER: FARMINGTON CITY

160 SOUTH MAIN STREET

FARMINGTON, UT 84025

PHONE: (801) 451-2383

CONTACT: CHAD BOSHELL

ENGINEER: SAME

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.

4. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED.

5. THE CONTRACTOR SHALL BE SKILLED AND REGULARLY ENGAGED IN THE GENERAL CLASS AND TYPE OF WORK CALLED FOR IN THE PROJECT PLANS AND SPECIFICATIONS. THEREFORE, THE OWNER IS RELYING UPON THE EXPERIENCE AND EXPERTISE OF THE CONTRACTOR, IT SHALL BE EXPECTED THAT PRICES PROVIDED WITHIN THE CONTRACT DOCUMENTS SHALL INCLUDE 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.

6. THE CONTRACTOR SHALL BE COMPETENT, KNOWLEDGEABLE, AND HAVE SPECIAL SKILLS ON THE NATURE, EXTENT, AND INHERENT CONDITIONS OF THE WORK TO BE PERFORMED.

CONTRACTOR SHALL ALSO ACKNOWLEDGE THAT THERE ARE CERTAIN PECULIAR AND INHERENT CONDITIONS EXISTENT IN CONSTRUCTION OF PARTICULAR FACILITIES, WHICH MAY CREATE, DURING THE CONSTRUCTION PROGRAM, UNUSUAL OR PECULIAR SAFETY CONDITIONS, WHICH CONDITIONS COULD BE HAZARDOUS TO PERSONS, PROPERTY AND THE ENVIRONMENT.

CONTRACTOR SHALL BE AWARE OF SUCH PECULIAR RISKS AND HAVE THE SKILL AND EXPERIENCE TO FORESEE AND TO ADOPT PROTECTIVE MEASURES TO ADEQUATELY AND SAFELY

PERFORM THE CONSTRUCTION WORK WITH RESPECT TO SUCH HAZARDS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED FOR THE CONSTRUCTION AND COMPLETION OF THE PROJECT, AND SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS AND CONDITIONS OF ALL PERMITS AND APPROVALS APPLICABLE TO THIS PROJECT. THE CONTRACTOR SHALL ENSURE THAT THE NECESSARY

RIGHTS-OF-WAY, EASEMENTS, AND/OR PERMITS ARE SECURED PRIOR TO CONSTRUCTION.

8. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT WHERE APPLICABLE FOR ANY WORK DONE WITHIN RIGHTS-OF-WAY OR EASEMENTS FROM FARMINGTON CITY. CONTRACTOR SHALL NOTIFY CITY, COUNTY, AND/OR STATE, 24 HOURS IN ADVANCE OF COMMENCING THE WORK, OR AS REQUIRED BY SAID PERMITS.

9. 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.

10. 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. SUBMISSION OF A BID BY THE CONTRACTOR SHALL CONSTITUTE ACKNOWLEDGMENT THAT, IF AWARDED THE CONTRACT, THEY HAVE RELIED AND ARE RELYING ON THEIR OWN EXAMINATION OF (1) THE SITE OF THE WORK, (2) ACCESS TO THE SITE, AND (3) ALL OTHER DATA AND MATTERS REQUISITE TO THE FULFILLMENT OF THE WORK AND ON THEIR OWN KNOWLEDGE OF EXISTING FACILITIES ON AND IN THE VICINITY OF THE SITE OF THE WORK TO BE CONSTRUCTED UNDER THIS CONTRACT. 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. CONTRACTOR SHALL ACKNOWLEDGE THAT THEY HAVE NOT RELIED SOLELY UPON OWNER OR ENGINEER FURNISHED INFORMATION REGARDING SITE CONDITIONS IN PREPARING AND SUBMITTING THEIR BID.

11. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, BARRICADES, SIGNS, FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY.

12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL WATER, POWER, SANITARY FACILITIES AND TELEPHONE SERVICES AS REQUIRED FOR THE CONTRACTORS USE DURING

CONSTRUCTION.

13. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE OWNER AND/OR ENGINEER.

14. THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY PRESERVE BENCH MARKS, CONTROL POINTS, SECTION CORNERS, REFERENCE POINTS AND ALL SURVEY STAKES, AND SHALL BEAR ALL EXPENSES FOR REPLACEMENT AND/OR ERRORS CAUSED BY UNNECESSARY LOSS OR DISTURBANCE.

15. THE CONTRACTOR AGREES THAT:

A. THEY SHALL BE RESPONSIBLE FOR THEIR OWN SAFETY, TRAFFIC CONTROL, PERMITS, RETESTING AND RE-INSPECTIONS AT THEIR OWN EXPENSE.

B. THEY SHALL BE RESPONSIBLE TO MAINTAIN THE SITE IN A NEAT, SAFE AND ORDERLY MANNER AT ALL TIMES.

C. THEY SHALL BE RESPONSIBLE TO CLEAN THE JOB SITE AT THE END OF EACH DAY.

D. THEY SHALL BE RESPONSIBLE TO REMOVE AND DISPOSE OF ALL TRASH, SCRAP AND UNUSED E. THEY SHALL BE RESPONSIBLE TO KEEP MATERIALS, EQUIPMENT, AND TRASH OUT OF THE WAY OF OTHER CONTRACTORS SO AS NOT TO DELAY THE JOB. FAILURE TO DO SO WILL

RESULT IN A DEDUCTION FOR THE COST OF CLEAN UP FROM THE FINAL PAYMENT.

16. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE AND GROSS NEGLIGENCE OF THE OWNER OR THE ENGINEER.

17. WHEN CONSTRUCTION STAKING IS REQUIRED THE CONTRACTOR SHALL NOTIFY THE ENGINEER/LAND SURVEYOR 1 WEEK IN ADVANCE OF THE NEED FOR STAKING. ANY STAKING REQUESTED BY THE CONTRACTOR OR THEIR SUBCONTRACTORS THAT IS ABOVE AND BEYOND STANDARD STAKING NEEDS, INCLUDING RE-STAKING WILL BE SUBJECT TO A CONTRACTOR

CHANGE ORDER AND THE IMPACT COSTS OF WORK PERFORMED.

18. FOR ALL WORK WITHIN PUBLIC RIGHTS-OF-WAYS OR EASEMENTS, THE CONTRACTOR SHALL PRESERVE THE INTEGRITY AND LOCATION OF ANY AND ALL PUBLIC UTILITIES AND PROVIDE THE NECESSARY CONSTRUCTION TRAFFIC CONTROL. CONTRACTOR SHALL, THROUGH THE ENCROACHMENT PERMIT PROCESS, VERIFY WITH THE NECESSARY REGULATORY AGENCIES, THE NEED FOR ANY TRAFFIC ROUTING PLAN. IF PLAN IS REQUIRED, CONTRACTOR SHALL PROVIDE PLAN AND RECEIVE PROPER APPROVALS PRIOR TO BEGINNING CONSTRUCTION.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING INSPECTION AND TESTING OF ALL FACILITIES CONSTRUCTED UNDER THIS CONTRACT. ALL TESTING SHALL CONFORM TO THE REGULATORY AGENCY'S STANDARD SPECIFICATIONS. ALL RE-TESTING AND/OR RE-INSPECTION SHALL BE PAID FOR BY THE CONTRACTOR.

21. IF EXISTING FEATURES NEED TO BE DISTURBED AND/OR REMOVED FOR THE PROPER PLACEMENT OF IMPROVEMENTS TO BE CONSTRUCTED BY THESE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING FEATURES FROM DAMAGE. COST OF REPLACING OR REPAIRING EXISTING FEATURES SHALL BE INCLUDED IN THE BID PRICE FOR ITEMS

REQUIRING REMOVAL AND/OR REPLACEMENT.

22. THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE AS-BUILT DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF ALL FACILITIES. AS-BUILT DRAWINGS SHALL REFLECT CHANGE ORDERS, ACCOMMODATIONS, AND ADJUSTMENTS TO ALL IMPROVEMENTS CONSTRUCTED. WHERE NECESSARY, SUPPLEMENTAL DRAWINGS SHALL BE PREPARED AND SUBMITTED BY THE CONTRACTOR. PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER, ONE SET OF NEATLY MARKED AS-BUILT DRAWINGS SHOWING THE INFORMATION REQUIRED ABOVE. AS-BUILT DRAWINGS SHALL BE REVIEWED AND THE COMPLETE AS-BUILT DRAWING SET SHALL BE CURRENT WITH ALL CHANGES AND DEVIATIONS REDLINED AS A PRECONDITION TO THE FINAL PROGRESS PAYMENT APPROVAL AND/OR FINAL ACCEPTANCE.

23. NO ALLOWANCE WILL BE MADE FOR DISCREPANCIES OR OMISSIONS THAT CAN BE EASILY OBSERVED. VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING, AND ANSWER ANY QUESTIONS

BEFORE CONSTRUCTION.

24. PROVIDE A CONSTRUCTION SCHEDULE IN ACCORDANCE WITH CITY, COUNTY, AND STATE REGULATIONS FOR WORKING IN THE PUBLIC WAY.

25. FURNISH ALL MATERIALS TO COMPLETE THE PROJECT.

26. TRAFFIC CONTROL IS TO CONFORM TO THE CURRENT MUTCD AND UDOT STANDARDS.

27. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJACENT SURFACES.

GENERAL NOTES GENERAL UTILITY NOTES

1) THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON

THESE PLANS ARE BASED ON FIELD SURVEYS AND LOCAL

UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTORS

FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY

COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO

PROCEEDING WITH CONSTRUCTION. NO ADDITIONAL

COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR

DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY

CONTRACTORS WORK FORCE.

400'

VERSION DATE

DRAWN BY

SHEET

LOCATION

PROJECT

SCALE

1" = 200'-0"

Farmington Creek Trail Reroute

City of Farmington Farmington, Utah

CHECKED BY

Key Plan

12/13/202403

L0-4

100'

VERSION DATE

DRAWN BY

SHEET

LOCATION

PROJECT

SCALE

1" = 50'-0"

Farmington Creek Trail Reroute

Enlargement Plan 1

City of Farmington

Farmington, Utah

CHECKED BY

L1-1

Matchlines

Future Directional Signage Location

Existing Trail to Remain Existing Trail to be Closed Potential Trail Reroute (by Others) Preferred Lower Farmington Creek Trail Alignment Streams NEPA Consideration Area Roads Contours (2 ft)

Proposed Trail Alignments Proposed Trail Alignment Alternate Trail Alignment (Bridge)

Reference Note

LEGEND

NOTES

2 Trail follows defunct aqueduct for 30 - 50 feet.

L1-3 L1-4

L1-2

L1-1

L1-5

KEY PLAN

NAME NOTES LF

P-1 Existing trail alignment to remain.

Trail tread to be re-established/ reconstructed to meet USFS Class 3 specifications.

P-2 New trail construction. 674 P-3 Existing trail alignment to remain.

Trail tread to be re-established/ reconstructed to meet USFS Class 3 specifications.

P-4 New trail construction. 479 P-5 Existing trail alignment to remain.

Trail tread to be re-established/ reconstructed to meet USFS Class 3 specifications.

TRAIL SCHEDULE

100'

VERSION DATE

DRAWN BY

SHEET

LOCATION

PROJECT

SCALE

1" = 50'-0"

Farmington Creek Trail Reroute

Enlargement Plan 2

City of Farmington

Farmington, Utah

CHECKED BY

L1-2

Matchlines Callout/Control Point

Future Directional Signage Location

Existing Trail to Remain Existing Trail to be Closed Potential Trail Reroute (by Others) Preferred Lower Farmington Creek Trail Alignment Streams NEPA Consideration Area Roads Contours (2 ft)

Proposed Trail Alignments Proposed Trail Alignment Alternate Trail Alignment (Bridge)

Reference Note

LEGEND

NOTES

1 Existing social trails for creek access to remain.

2 Trail follows defunct aqueduct for 30 - 50 feet.

3 Additional rock steps needed (35 ft). See Details 1/L2-2 and 2/L2-2.

4 Additional rock work needed.

5 Improvement to bench cut needed (30 ft).

6 Armored crossing plus bench cut needed (15 ft).

7 Retention plus armoring needed (15 ft).

L1-3 L1-4

L1-2

L1-1

L1-5

KEY PLAN

NAME NOTES LF

P-4 New trail construction. 479 P-5 Existing trail alignment to remain.

Trail tread to be re-established/ reconstructed to meet USFS Class 3 specifications.

P-6 New trail construction. 747 P-7 New trail construction. Alignment to be shared with future Bonneville Shoreline Trail reroute.

P-8 Existing trail alignment to remain with significant machinery improvement.

100'

VERSION DATE

DRAWN BY

SHEET

LOCATION

PROJECT

SCALE

1" = 50'-0"

Farmington Creek Trail Reroute

Enlargement Plan 3

City of Farmington

Farmington, Utah

CHECKED BY

L1-3

Matchlines Callout/Control Point Existing Trail to Remain Existing Trail to be Closed Preferred Lower Farmington Creek Trail Alignment Streams NEPA Consideration Area Roads Contours (2 ft)

Proposed Trail Alignments Proposed Trail Alignment Alternate Trail Alignment (Bridge)

Reference Note

LEGEND

NOTES

7 Retention plus armoring needed (15 ft).

8 Rock bench cut needed (30 ft).

9 Alternative drainage crossing: 30 ft bridge.

10 Bench cut needed at scree crossing (150 ft).

L1-3 L1-4

L1-2

L1-1

L1-5

KEY PLAN

NAME NOTES LF

P-8 Existing trail alignment to remain with significant machinery improvement.

P-9 Existing trail alignment to remain with significant machinery improvement.

P-9B Construction of bridge across gully. 38 P-10 Existing trail alignment to remain with significant machinery improvement.

P-11 New trail construction. 1,360 P-12 New trail construction. 804

100'

VERSION DATE

DRAWN BY

SHEET

LOCATION

PROJECT

SCALE

1" = 50'-0"

Farmington Creek Trail Reroute

Enlargement Plan 4

City of Farmington

Farmington, Utah

CHECKED BY

L1-4

Matchlines Callout/Control Point Existing Trail to Remain Existing Trail to be Closed Preferred Lower Farmington Creek Trail Alignment Streams NEPA Consideration Area Roads Contours (2 ft)

Proposed Trail Alignments Proposed Trail Alignment Alternate Trail Alignment (Bridge)

Reference Note

LEGEND

NOTES

11 Bench cut needed at scree crossing (60 ft).

12 Bench cut needed at scree crossing (80 ft).

13 Retaining at scree crossing needed (30 ft).

14 Micro drainage needs armoring or pipe (10 ft).

15 Bench cut needed at scree crossing (50 ft).

L1-3 L1-4

L1-2

L1-1

L1-5

KEY PLAN

NAME NOTES LF

P-12 New trail construction. 804 P-13 Existing trail to be improved. 306 P-14 New trail construction. 573 P-15 Existing trail to be improved. 221 P-16 New trail construction. 1,795

100'

VERSION DATE

DRAWN BY

SHEET

LOCATION

PROJECT

SCALE

1" = 50'-0"

Farmington Creek Trail Reroute

Enlargement Plan 5

City of Farmington

Farmington, Utah

CHECKED BY

L1-5

Matchlines Callout/Control Point

Future Directional Signage Location

Existing Trail to Remain Existing Trail to be Closed Preferred Lower Farmington Creek Trail Alignment Streams NEPA Consideration Area Roads Contours (2 ft)

Proposed Trail Alignments Proposed Trail Alignment Alternate Trail Alignment (Bridge)

Reference Note

LEGEND

NOTES

L1-3 L1-4

L1-2

L1-1

L1-5

KEY PLAN

NAME NOTES LF

P-16 New trail construction. 1,795

VERSION DATE

DRAWN BY

SHEET

LOCATION

PROJECT

Farmington Creek

Trail Reroute

General Notes

City of Farmington

12/13/202403

Farmington, Utah

CHECKED BY

L0-3

1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH ALL JURISDICTIONAL AUTHORITIES.

2. CONTRACTOR SHALL COMPLY WITH THE STANDARDS INDICATED IN THESE DRAWINGS AND WITHIN THE CONSTRUCTION DOCUMENTS.

THE CONTRACTOR SHALL NOTIFY ALL AGENCIES, OWNERS, ENGINEERS, AND UTILITY COMPANIES 5 DAYS PRIOR TO A PRE-CONSTRUCTION

MEETING:

OWNER: FARMINGTON CITY

160 SOUTH MAIN STREET

FARMINGTON, UT 84025

PHONE: (801) 451-2383

CONTACT: CHAD BOSHELL

ENGINEER: SAME

PURPOSE.

6. THE CONTRACTOR SHALL BE COMPETENT, KNOWLEDGEABLE, AND HAVE SPECIAL SKILLS ON THE NATURE, EXTENT, AND INHERENT CONDITIONS OF THE WORK TO BE PERFORMED.

CONTRACTOR SHALL BE AWARE OF SUCH PECULIAR RISKS AND HAVE THE SKILL AND EXPERIENCE TO FORESEE AND TO ADOPT PROTECTIVE MEASURES TO ADEQUATELY AND SAFELY

PERFORM THE CONSTRUCTION WORK WITH RESPECT TO SUCH HAZARDS.

RIGHTS-OF-WAY, EASEMENTS, AND/OR PERMITS ARE SECURED PRIOR TO CONSTRUCTION.

11. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, BARRICADES, SIGNS, FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY.

12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL WATER, POWER, SANITARY FACILITIES AND TELEPHONE SERVICES AS REQUIRED FOR THE CONTRACTORS USE DURING

CONSTRUCTION.

13. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE OWNER AND/OR ENGINEER.

15. THE CONTRACTOR AGREES THAT:

A. THEY SHALL BE RESPONSIBLE FOR THEIR OWN SAFETY, TRAFFIC CONTROL, PERMITS, RETESTING AND RE-INSPECTIONS AT THEIR OWN EXPENSE.

B. THEY SHALL BE RESPONSIBLE TO MAINTAIN THE SITE IN A NEAT, SAFE AND ORDERLY MANNER AT ALL TIMES.

C. THEY SHALL BE RESPONSIBLE TO CLEAN THE JOB SITE AT THE END OF EACH DAY.

RESULT IN A DEDUCTION FOR THE COST OF CLEAN UP FROM THE FINAL PAYMENT.

CHANGE ORDER AND THE IMPACT COSTS OF WORK PERFORMED.

REQUIRING REMOVAL AND/OR REPLACEMENT.

23. NO ALLOWANCE WILL BE MADE FOR DISCREPANCIES OR OMISSIONS THAT CAN BE EASILY OBSERVED. VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING, AND ANSWER ANY QUESTIONS

BEFORE CONSTRUCTION.

24. PROVIDE A CONSTRUCTION SCHEDULE IN ACCORDANCE WITH CITY, COUNTY, AND STATE REGULATIONS FOR WORKING IN THE PUBLIC WAY.

25. FURNISH ALL MATERIALS TO COMPLETE THE PROJECT.

26. TRAFFIC CONTROL IS TO CONFORM TO THE CURRENT MUTCD AND UDOT STANDARDS.

27. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJACENT SURFACES.

GENERAL NOTES GENERAL UTILITY NOTES

1) THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON

THESE PLANS ARE BASED ON FIELD SURVEYS AND LOCAL

UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTORS

FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY

COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO

PROCEEDING WITH CONSTRUCTION. NO ADDITIONAL

COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR

DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY

CONTRACTORS WORK FORCE.

e h

Construction Details

TALUS OR SCREE CROSSING DETAIL4

SOURCE: US FOREST SERVICE

CIRCULAR LANDING SWITCHBACK DETAIL2

SOURCE: US FOREST SERVICE

EXISTING TRAIL RESTORATION DETAIL1

SOURCE: US FOREST SERVICE

STACKED ROCK RETAINING WALL DETAIL3

SOURCE: US FOREST SERVICE

NTSNTS

L2-1

L2-1 L2-1

VERSION DATE

DRAWN BY

SHEET

LOCATION

PROJECT

Farmington Creek

Trail Reroute

General Notes

City of Farmington

12/13/202403

Farmington, Utah

CHECKED BY

L0-3

1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH ALL JURISDICTIONAL AUTHORITIES.

2. CONTRACTOR SHALL COMPLY WITH THE STANDARDS INDICATED IN THESE DRAWINGS AND WITHIN THE CONSTRUCTION DOCUMENTS.

THE CONTRACTOR SHALL NOTIFY ALL AGENCIES, OWNERS, ENGINEERS, AND UTILITY COMPANIES 5 DAYS PRIOR TO A PRE-CONSTRUCTION

MEETING:

OWNER: FARMINGTON CITY

160 SOUTH MAIN STREET

FARMINGTON, UT 84025

PHONE: (801) 451-2383

CONTACT: CHAD BOSHELL

ENGINEER: SAME

PURPOSE.

6. THE CONTRACTOR SHALL BE COMPETENT, KNOWLEDGEABLE, AND HAVE SPECIAL SKILLS ON THE NATURE, EXTENT, AND INHERENT CONDITIONS OF THE WORK TO BE PERFORMED.

CONTRACTOR SHALL BE AWARE OF SUCH PECULIAR RISKS AND HAVE THE SKILL AND EXPERIENCE TO FORESEE AND TO ADOPT PROTECTIVE MEASURES TO ADEQUATELY AND SAFELY

PERFORM THE CONSTRUCTION WORK WITH RESPECT TO SUCH HAZARDS.

RIGHTS-OF-WAY, EASEMENTS, AND/OR PERMITS ARE SECURED PRIOR TO CONSTRUCTION.

11. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, BARRICADES, SIGNS, FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY.

12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL WATER, POWER, SANITARY FACILITIES AND TELEPHONE SERVICES AS REQUIRED FOR THE CONTRACTORS USE DURING

CONSTRUCTION.

13. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE OWNER AND/OR ENGINEER.

15. THE CONTRACTOR AGREES THAT:

A. THEY SHALL BE RESPONSIBLE FOR THEIR OWN SAFETY, TRAFFIC CONTROL, PERMITS, RETESTING AND RE-INSPECTIONS AT THEIR OWN EXPENSE.

B. THEY SHALL BE RESPONSIBLE TO MAINTAIN THE SITE IN A NEAT, SAFE AND ORDERLY MANNER AT ALL TIMES.

C. THEY SHALL BE RESPONSIBLE TO CLEAN THE JOB SITE AT THE END OF EACH DAY.

RESULT IN A DEDUCTION FOR THE COST OF CLEAN UP FROM THE FINAL PAYMENT.

CHANGE ORDER AND THE IMPACT COSTS OF WORK PERFORMED.

REQUIRING REMOVAL AND/OR REPLACEMENT.

23. NO ALLOWANCE WILL BE MADE FOR DISCREPANCIES OR OMISSIONS THAT CAN BE EASILY OBSERVED. VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING, AND ANSWER ANY QUESTIONS

BEFORE CONSTRUCTION.

24. PROVIDE A CONSTRUCTION SCHEDULE IN ACCORDANCE WITH CITY, COUNTY, AND STATE REGULATIONS FOR WORKING IN THE PUBLIC WAY.

25. FURNISH ALL MATERIALS TO COMPLETE THE PROJECT.

26. TRAFFIC CONTROL IS TO CONFORM TO THE CURRENT MUTCD AND UDOT STANDARDS.

27. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJACENT SURFACES.

GENERAL NOTES GENERAL UTILITY NOTES

1) THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON

THESE PLANS ARE BASED ON FIELD SURVEYS AND LOCAL

UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTORS

FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY

COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO

PROCEEDING WITH CONSTRUCTION. NO ADDITIONAL

COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR

DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY

CONTRACTORS WORK FORCE.

e h

Construction Details

OVERLAPPING ROCK STEPS DETAIL1

SOURCE: US FOREST SERVICE

STANDARD CULVERT WITH HEADWALLS DETAIL3

SOURCE: US FOREST SERVICE

ROCK RISER STAIRWAY DETAIL2

SOURCE: US FOREST SERVICE NTSNTS

AT-GRADE ROCK ARMORED WATER CROSSING DETAIL4

SOURCE: AVID TRAILS NTSNTS

48” Trail Tread

TOP VIEW

SIDE VIEW

Heavy flagstone slabs 4” - 5” thick

20” - 36” typical long dimension

Stone edges touch other stones in as many points as possible

Gaps and voids are filled with fine aggregate

4” - 5” thick flagstone

Set rebar pins below top surface of flagstone

Surface of flagstone to have no more than 1” of variance

2” thick leveling course of 1/2” clean stone (#8 stone)

Pin outside edges with rebar or flat iron where appropriate

Surface water sheet flows across top of flagstone

Rock armoring detail for at-grade water crossing

L2-2

L2-2 L2-2

File details come from the government source that posted it. Updated Jun 24, 2026.