agenda - tuesday, may 11, 2021 - utah.gov

AMERICAN FORK CITY COUNCIL

MAY 11, 2021

REGULAR SESSION AGENDA

Maximum Occupancy for meeting will be capped at 50 attendees due to COVID restrictions. To

view the meeting live, go to www.americanfork.gov/agendacenter

The American Fork City Council will meet in regular session on Tuesday, May 11, 2021, in the

American Fork City Hall, 31 North Church Street, commencing at 7:00 p.m. The agenda shall be

as follows:

REGULAR SESSION

1. Pledge of Allegiance; Invocation by Council Member Carroll; roll call.

2. Twenty-minute public comment period - limited to two minutes per person.

3. City Administrator's Report

4. Council Reports

5. Mayor's Report

COMMON CONSENT AGENDA

(Common Consent is that class of Council action that requires no further discussion or which is routine in nature.

All items on the Common Consent Agenda are adopted by a single motion unless removed from the Common

Consent Agenda.)

1. Approval of the April 13, 2021 city council minutes.

2. Approval of the April 20, 2021 work session minutes.

3. Approval of the authorization to release the Improvements Durability Retainer of

$1190.60 for FURRY TAILS TRANSFURMATIONS, located at 55 East 400 North.

4. Approval of the authorization to release the Improvements Construction Guarantee in the

amount of $30,686.00 and issue a Notice of Acceptance for the GROVE CREEK PLAZA

construction of public improvements located at 358 North 1100 East.

5. Ratification of city payments (April 28, 2021 to May 4, 2021) and approval of purchase

requests over $25,000.

ACTION ITEMS

1. Review and action of a Reimbursement Agreement for 500 East and 1700 South with

Phelon Lakeland, LLC.

2. Review and action of a Development Agreement with Brad Reynolds for Meadows at

American Fork Phase 2.

3. Review and action on an ordinance adopting an amendment to Section 17.7.507.F.6 of

the American Fork City Municipal Code regarding building primary orientation.

4. Review and action on subdivisions, commercial projects, condominiums, and PUD's

including 1) plat approval; 2) method of satisfaction of water rights requirements; 3)

posting of an improvement bond or setting of a time frame for improvement installation;

and 4) authorization to sign the final plat and acceptance of all dedications to the public

and to have the plat recorded.

http://www.americanfork.gov/agendacenter

May 11, 2021 2 | P a g e

a. Review and action on the final plat of Autumn Crest Phase 1 Plat E Subdivision,

located in the vicinity of 930 East 1040 North in the R-1-9,000 Residential zone.

5. Review and action on approval of the city’s fiscal year ending June 30, 2022, tentative budget.

6. Review and action on a settlement agreement and lease agreement with ROA General,

Inc.

7. Adjournment.

Dated this 6th day of May 2021.

Terilyn Lurker

City Recorder

• In accordance with the Americans with Disabilities Act, the City of American Fork will make reasonable

accommodations to participate in the meeting. Requests for assistance can be made by contacting the City

Recorder at 801-763-3000 at least 48 hours in advance of the meeting.

• The order of agenda items may be changed to accommodate the needs of the City Council, staff, and the

public.

AGENDA ITEM Common consent consideration regarding authorization to release the

Improvements Durability Retainer of $ 1190.60 for FURRY TAILS TRANSFURMATIONS ,

located at 55 East 400 North.

SUMMARY RECOMMENDATION The City Engineer recommends that the Improvements

Durability Retainer be released. The improvements were found in a condition meeting City

standards for workmanship and performance after one (1) year of service.

BACKGROUND Pursuant to the terms of Sections 17.9.100 and 17.9.403 of the City

Development Code, the City Council may authorize the release of the Improvements Durability

Retainer following the one (1) year durability testing period. The release is based on a finding

that the quality of construction and materials have endured without evidence of unusual

depreciation, wear, non-conformance of City standards or need for remedial action.

BUDGET IMPACT Following the release of the Improvements Durability Retainer, the City

is responsible for all future maintenance and replacement costs for any publicly-owned property

or improvement. In developments with Home-Owners or Unit-Owners Associations, all common

area maintenance and replacement responsibilities will then fall to the Association. All privately-

owned improvements will be the responsibility of the owner of the given parcel.

SUGGESTED MOTION Move to authorize the City Engineer to issue documents and/or

payments to release the Improvements Durability Retainer of $ 1190.60 for FURRY TAILS

TRANSFURMATIONS. Find that the quality of construction and materials have endured

without evidence of unusual depreciation, wear, non-conformance of City standards, or need for

remedial action.

SUPPORTING DOCUMENTS

Durability_Release_Authorization-Furry Tails Transfurmations (PDF)

Performance Guarantee - Furry Tail Transfurmation (XLSX)

Department Public Works

Director Approval Scott Sensanbaugher

REQUEST FOR COUNCIL ACTION

CITY OF AMERICAN FORK

MAY 11, 2021

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IMPROVEMENT WARRANTY RELEASE AUTHORIZATION

The City Council of American Fork City, a Municipal Corporation and Body Politic in the State of Utah, hereby authorizes the release of the Improvement Warranty for FURRY TAILS TRANSFURMATIONS pursuant to the terms of Section 17.9.100 and 17.9.403 of the City Development Code. The City Council finds that the quality of construction and materials have endured without evidence of unusual depreciation, wear, non-conformance to City standards, or need for remedial action. The City Council hereby authorizes the City Engineer to issue a letter to the financial guarantee institution authorizing release of the Improvement Warranty or to issue an authorized City check as appropriate for the type of guarantee provided. Amount Released: $___1,190.60______________ PASSED THIS 11 DAY OF _MAY__, 2021 ___________________________________ City Representative, American Fork City ATTEST: __________________________________ Terilyn Lurker, City Recorder

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Date Date Date Date Date Date

Name of Development:

Release Amount Release Amount Release Amount Release Amount Release Amount Release Amount Balance#1 Requested #2 Requested #3 Requested #4 Requested #5 Requested #6 Requested

ROADWAY

101 4" Sidewalk 1000 SF $8.00 $8,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $8,000.00

6" Sidewalk 160 SF $10.00 $1,600.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1,600.00

Asphalt patching 403 SF $2.00 $806.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $806.00

1000 CONSTRUCTION MANAGEMENT/MISC. Blank

1001 Testing and Inspections 1 LS $2,500.00 $1,500.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2,500.00

Improvement Assurance $11,906.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $12,906.00 Available for Release

Improvement Warranty $1,190.60 Released 5/11/21 $1,190.60 Durability Period

Total $13,096.60

Furry Tail Transfurmation

Description of Item Quantity Unit Unit Price Total

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AGENDA ITEM (Common Consent Agenda) - Consideration regarding authorization to

release the Improvements Construction Guarantee in the amount of $ 30,686.00 and issue a

Notice of Acceptance for the GROVE CREEK PLAZA construction of public improvements

located at 358 North 1100 East.

SUMMARY RECOMMENDATION The City Engineer recommends that the Improvements

Construction Guarantee (ICG) be released. The improvements were found in a condition meeting

City standards and specifications and in conformance with the approved project construction

plans.

BACKGROUND Pursuant to the terms of Sections 17.9.100 and 17.9.304 of the City

Development Code, the City Council may authorize the release of the ICG and issue a "Notice of

Acceptance" of the project improvements. Following the issuance of the Notice of Acceptance,

the City accepts ownership of the project improvements. The project will then enter the one (1)

year Durability Testing Period as specified in section 17.9.400 of the City Development Code.

In issuing a Notice of Acceptance, the City Council finds that:

• The condition of the improvements are found to be satisfactory.

• All liens have been released, all outstanding fees paid, costs of administration paid, and

reimbursement payments to prior developers (if any) have been made.

• The project clean-up is found to be satisfactory.

The City may request a current title report or other such measures or reports as deemed

appropriate by the City as a means of determining the existence of any unreported liens or other

claims upon the project. All financial information (if any) provided by the developer is attached.

The Council may request additional information as deemed necessary.

BUDGET IMPACT Following the release of the ICG, there is a one (1) year Durability

Testing Period wherein ten percent (10%) of the total ICG is held to ensure the durability of the

constructed improvements.

SUGGESTED MOTION Move to accept the improvements and authorize the Mayor to

execute the Notice of Acceptance for the GROVE CREEK PLAZA public improvements

located at 358 North 1100 East. To authorize the issuance of documents and/or payments to





MAY 11, 2021

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release the Improvement Construction Guarantee (ICG). Commence the Durability Testing

Period by retaining ten percent (10%) of the ICG. To find that the project improvements are in a

condition meeting City ordinances, standards, and specifications and are in conformance with the

approved project construction plans.

Note: With passage of the Common Consent Agenda items, the City Council will enact the

motion and findings as noted in the "Suggested Motion" heading found above.


Notice of Acceptance-Grove Creek Plaza (PDF)

Notice of Completion-Grove Creek Plaza (PDF)

Performance Guarantee - Grove Creek Plaza (XLSX)

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NOTICE OF ACCEPTANCE / IMPROVEMENT COMPLETION ASSURANCE

RELEASE AUTHORIZATION

The City Council of American Fork City, a Municipal Corporation and Body Politic in the State of Utah, hereby authorizes the release of the Improvement Completion Assurance for GROVE CREEK PLAZA. Council accepts the improvements completed with the finding that said improvements are in a condition meeting City ordinances, standards, and specifications, are in conformance with the approved project construction plans, and all conditions for release as detailed in section 17.9.304 of the City Code have been satisfied. The City Council hereby authorizes the issuance of a letter to the financial guarantee institution authorizing release of the Improvement Completion Assurance or to issue an authorized City check as appropriate for the type of guarantee provided. Upon issuance of this Notice of Acceptance, the Improvement Warranty Period shall commence as detailed in section 17.9.400 of the City Development Code. An amount totaling ten percent (10%) of the Improvement Completion Assurance funds will be held as the Improvement Warranty pursuant to the City Performance Guarantee ordinance. Amount Released: $_30,686.00_______________ PASSED THIS ___11____DAY OF_____MAY__________, __2021___. ___________________________________ City Representative, American Fork City ATTEST: ________________________________ Terilyn Lurker, City Recorder

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NOTICE OF COMPLETION AND REQUEST FOR RELEASE

Projects and/or subdivisions completed within the corporate limits of American Fork City Mayor of American Fork 51 East Main American Fork, UT 84003 Re:________________________________ Dear Mayor: As the project and/or subdivision construction has now been completed in full, I request that the Improvement Completion Assurance be released in full up to one hundred percent (100%) of the initial construction costs. Following the release of the Improvement Completion Assurance, I understand that the one (1) year Improvement Warranty period will commence wherein ten percent (10%) of the total Improvement Completion Assurance is held to ensure the durability of the constructed improvements per City Ordinance Section 17.9. I, _______________________________, the owner, developer, and authorized representative of __________________________________ Subdivision/Project, do hereby request the release of the Improvement Completion Assurance. I certify that all liens have been released, all outstanding fees paid, costs of administration paid, and reimbursement payments to prior developers (if any) have been made, and the project clean-up is complete. Project: __________________________________________________________ Address: __________________________________________________________ Requested Amount: ________________________________________________________ ________________________________________ ______________________________ Owner/Developer Date

DocuSign Envelope ID: 0A30CB4F-4B2B-403F-A952-061975B45EA1

$30,686.00

Troy Monty

358 North County Blvd., American Fork, UT 84003

Grove Creek Plaza Performance Bond

Grove Creek Plaza

Utah Valley Repair Inc. for the Grove Creek Plaza

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Front Office

Text Box

4/13/2021

BOND RELEASE REQUESTDevelopment Name:

Development Address:

*All outstanding fees must be paid prior to any release.

Quantity

Bond Type:

Please send check/bank letter to:

Name:

Bank (if applicable):

Address:

City: State: Zip:

Phone: Email:

Signature: Date:

City Official Use Only

Administrative Signature: Date:

Inspector Signature: Date:

Units Total

Inspector Use Only

Complete?

Yes/NoDescription of Item Unit Price

Total

Partial Improvement Assurance Release

Final Improvement Assurance Release

Improvement Warranty Release (10% Durability Release)

Cash Deposit Escrow Account Letter of Credit Surety Bond

Fees paid and current

Page 1 of 2


Orem


[email protected]

UT

801-400-0581

Capital Community Bank

X

Grove Creek Plaza

84058

The money is being held at Capital Community Bank. Once the escrow bond is released, the bank will deal

with it, and there is no need to send a check. Please send the bank letter to the address below.

49 W. University Parkway

X

$30,686.00

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BOND RELEASE REQUESTDevelopment Name:

Development Address:

Quantity

Inspector Use Only

Complete?

Description of Item Units Unit Price Total Yes/No

Page 2 of 2


Grove Creek Plaza

N/A


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Date Called In:04-12-2021

Date Inspect On:

04-12-2021 AM

PM

American Fork 275 E 200 N

American Fork, UT 84003 PHONE # (801) 763-3065

[email protected] INSPECTION REPORT

OWNER/BUILDER: JLR CONTRACTORS Requested by: ADDRESS: 358 NORTH 1100 EAST, GROVE CREEK PLAZA , American Fork Phone #: PERMIT #: 20-0481 Email: Description: Permit Type: CommercialINSPECTION OF ITEMS LISTED BELOW:Inspections

CONDITION OF INSPECTION:

PASS 40 PARTIAL PASS NO PASS

ITEMIZED AND DESCRIBED AS FOLLOWS:

DATE & TIME SIGNATURE OF DESIGNATED COMPLIANCE INSPECTOR

1. Slab on Deck 2. Spot Footings 3. Tilt Panel 4. Stone Lath

5. Stair Tread 6. Above Grid 7. Site Inspection 8. Demising Walls

9. Water Meter Set 10. Temp PowerPassed: 08/04/20

11. Footings/PiersPassed: 08/07/20

12. Und. PlumbingPassed: 09/01/20

13. Und. Mechanical 14. Und. Electrical 15. Electrical Trench 16. Slab/Holddowns

17. Slab on Grade 18. Foundation WallsPassed: 09/01/20

19. Sewer/Water Lateral 20. Rough FramingPassed: 04/07/21

21. Rough ElectricalPassed: 11/12/20

22. Rough MechanicalPassed: 11/12/20

23. Rough PlumbingPassed: 11/12/20

24. Rough GasPassed: 11/12/20

25. Int/Ext SheerPassed: 11/19/20

26. Fire Wall 27. Shear Wall 28. Insulation

29. Interior Sheetrock 30. LathPassed: 10/22/20

31. Shower Pan 32. Permanent PowerPassed: 12/10/20

33. Electric Meter Set 34. Drive Approach 35. Roof 36. Solar Panel

37. Other -Passed: 11/12/20

38. Stop Work Notice 39. Final 40. Final C/O - rePassed: 04/12/21

04-12-2021 at 11:39:33 AM Mike Ulmer

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Certificate of Occupancy American Fork City Commercial Division

This certificate is issued pursuant to the requirements outlined in section 111 of the International Building Code. At the time of issuance, this building or portion of building as described below was inspected for compliance with the various building construction ordinances of American Fork City and found in compliance for the use and occupancy listed.

The building construction codes this permit was issued under are as follows: 2018 International Building Code and/or 2015 International Residential Code, 2017 National Electric Code, 2018 International Plumbing Code, 2018 International Mechanical Code and/or 2018 International Fuel Gas Code.

Building Official: Date April 12, 2021 Dan Rojas, Chief Building Official

Permit No: 20-0481

Type of Permit: New Commercial

Building Address: 358 North 1100 East

Owner: Grove Creek Plaza

Contractor: JLR Contractors

Zone: PO

Group: B/M

Construction Type: V-B

Occupancy Load: 166 Spr. Sys. Used: Y

Spr. Sys. Req.: Y

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Date Date Date Date Date Date

Name of Development: 5/11/2021 FINAL

Release Amount Release Amount Release Amount Release Amount Release Amount Release Amount Balance#1 Requested #2 Requested #3 Requested #4 Requested #5 Requested #6 Requested

500 SEWER Blank

510 Connect to Existing 1 Each $1,000.00 $1,000.00 1 $1,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

600 CULINARY WATER Blank

601 8" DI Culinary Water 157 LF $28.00 $4,396.00 157 $4,396.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

602 8" Gate Valve 1 Each $1,400.00 $1,400.00 1 $1,400.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

603 6" Gate Valve 1 Each $1,200.00 $1,200.00 1 $1,200.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

607 Connect to Existing Water 1 Each $2,000.00 $2,000.00 1 $2,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

611 Fire Hydrant Assembly 1 Each $4,000.00 $4,000.00 1 $4,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

612 1" Water Service Lateral 5 Each $1,500.00 $7,500.00 5 $7,500.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

613 Blow off 1 Each $1,400.00 $1,400.00 1 $1,400.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

700 PRESSURIZED IRRIGATION Blank

720 1" Irrigation Service 1 Each $1,500.00 $1,500.00 1 $1,500.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

800 STREETS Blank

806 6' Sidewalk 53 LF $30.00 $1,590.00 53 $1,590.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

810 Driveway Apron 1 Each $200.00 $200.00 1 $200.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

812 Demolition and Removal of existing Drive Approach 2 Each $500.00 $1,000.00 2 $1,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

1000 CONSTRUCTION MANAGEMENT/MISC. Blank

1001 As Builts Mylar & Disks 1 Each $1,000.00 $1,000.00 1 $1,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

1003 Testing, Cleaning, Inspections 1 LS $2,500.00 $2,500.00 1 $2,500.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

Improvement Completion Assurance $30,686.00 $30,686.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Available for Release

Improvement Warranty $3,068.60 $3,068.60 Durability Period

Total Bond Amount $33,754.60

Street Lights

Street Lights 13,168.75$

Total Fees $13,168.75

10-4410-276

Grove Creek Plaza

Description of Item Quantity Unit Unit Price Total

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AGENDA ITEM Review and action of a Reimbursement Agreement for 500 East and 1700

South with Phelon Lakeland, LLC.

SUMMARY RECOMMENDATION Phelon Lakeland, LLC proposes a Reimbursement

Agreement for system improvements along 500 East and 1700 South of the recently approved

Lakeland Industrial Park development.

BACKGROUND The City Council approved the Lakeland Industrial Park subdivision

development at the May 5, 2020 special session meeting. Phelon Lakeland, LLC has been

working closely with the City's Public Works Department on a plan for the upsizing of the

underground utilities and sidewalk improvements along 500 East and 1700 South in compliance

with the approved Master Plans.

A Reimbursement Agreement was drafted by the developer and reviewed by the City Attorney's

office. The agreement outlines the parameters for the construction cost of the storm drain,

pressurized irrigation and trail improvements along 500 East and 1700 South.

The system improvement impact fees reimbursement adds up to $534,292.00 for storm drain

improvements, $389,141.00 for pressurized irrigation improvements and $16,605.00 for trail

improvements. The total cost for the system improvements adds up to $940,038.00.

BUDGET IMPACT An amount no greater than $940,038.00 for the upsizing of the public

improvements along 500 East and 1700 South, which will be applied as storm drain, pressurized

irrigation and trail impact fee reimbursements.

SUGGESTED MOTION Move to approve the Reimbursement Agreement with Phelon

Lakeland, LLC for an amount no greater than $940,038.00 for system improvements along 500

East and 1700 South.


Reimbursement Agreement - Lakeland Industrial Park (PDF)





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Revised Feb 01 2018 FORM NUMBER 002-00-002 Page 1 of 5 Approved as to form: American Fork City Attorney

REIMBURSEMENT AGREEMENT

This Reimbursement Agreement ("Agreement") is entered into as of this ___ day of _____________________, 2021, by and between Phelon Lakeland, LLC with its principal offices located at 731 North Coulson Drive, Lindon, UT 84042 ("Developer") and American Fork City, a municipal corporation and political subdivision of the State of Utah with its principal offices located at 51 East Main Street, American Fork, Utah 84003 ("City").

RECITALS

WHEREAS, Developer owns certain parcels of property located in American Fork, Utah County, Utah, specifically Parcel 13:078:0091, 13:078:0093, and 13:078:0062 which consists of approximately 26.7 acres and is further described in Exhibit A attached hereto (the “Property”). WHEREAS, the parties have learned that there are certain mutually beneficial, cooperative and cost-cutting ways their respective properties can assist in the development of the other; WHEREAS, pursuant to Section 13.80.030 of the American Fork Code of Ordinances and in compliance with Section 11-36a-402 of the Utah Code Annotated, the parties desire to provide for certain “system improvements,” as that term defined in Section 11-36a-102 of the Utah Code Annotated, in conjunction with the development of the Property by Developer; NOW, THEREFORE, in consideration of the mutual covenants contained herein, and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the City and Developer hereby agree as follows:

AGREEMENT

1. Storm Drain Line. Developer is proposing to install storm sewer lines through its project at the required minimum size as required by City codes and standards. The City seeks to have the pipe within development upsized to a 60-inch pipe to accommodate additional off-site uses. Each upsized pipe is a system improvement. The lengths of pipe, associated materials and costs are set forth, and agreed to as shown, in the attached Exhibit B. 2. Pressurized Irrigation Line. Developer is proposing to install pressurized irrigation lines through its project at the required minimum size as required in City codes and standards. The City seeks to have the pipe within development upsized to a 30-inch pipe to accommodate additional off-site uses. Each upsized pipe is a system improvement. The lengths of pipe, associated materials and costs are set forth, and agreed to as shown, in the attached Exhibit B.

3. Sidewalk/Trail. Developer is proposing to construct a sidewalk at the required minimum size as required in City codes and standards. The City seeks to have some or all of the sidewalk within the development upsized to a 10’ trail to accommodate additional off-site uses.

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Each upsized sidewalk is a system improvement. The additional work, associated materials and costs are set forth, and agreed to as shown, in the attached Exhibit B. 4. System Improvements Reimbursement. The public improvements described above are each a System Improvement and collectively the “System Improvements.” The City agrees to reimburse Developer for the System Improvements in an amount equal to the actual costs of the System Improvements, not to exceed the amounts set forth in Exhibit B. 5. Time of Reimbursement. The City shall provide to Developer two reimbursement payments. The first reimbursement payment will be made within thirty days of completion of all storm drain system improvements for the Project. Completion for the first payment shall mean completion of construction and passed inspections of the storm drain system improvements. The second reimbursement payment will be made within thirty days of completion of remaining upsized system improvements for the Project. Completion of the second payment shall mean completion of construction, inspection and acceptance by the City Council. 6. Choice of Law. This Agreement shall be governed by, and construed in accordance with, the laws of the State of Utah. 7. Entire Agreement. This Agreement constitutes the entire agreement between the parties regarding the subject matter hereof and supersedes all prior understandings, written or oral, regarding the subject matter hereof. 8. Modification. This Agreement may only be modified or altered by a writing signed by both parties. 9. Attorney Fees. In the event either party seeks to enforce the terms hereof in a lawsuit or other proceeding, the prevailing party shall be entitled to an award of the costs incurred, including reasonable attorney fees. 10. Execution. This Agreement may be executed in multiple original counterparts, each of which shall be deemed to be an original and all of which, taken together, shall constitute one and the same Agreement. 11. Severability. The provisions of this Agreement shall be deemed to be severable, and if any provision of this Agreement is determined to be invalid or unenforceable by any court of competent jurisdiction, such invalidity or unenforceability shall not affect or limit the validity or unenforceability of the remaining provisions hereof. 12. Third-Party Beneficiary Interests. Nothing contained in this Agreement is intended to benefit any person or entity other than the parties to this Agreement and/or their respective successors and assigns; and no representation or warranty is intended for the benefit of, or to be relied upon by, any person or entity which is not a party to this Agreement and/or their respective successors and assigns.

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13. Binding Effect. This Agreement shall inure to the benefit of, and be binding upon, the parties hereto and their respective heirs, representatives, officers, agents, employees, members, successors and assigns. WHEREFORE, the parties have executed the foregoing to be effective on the date appearing above. PHELON LAKELAND, LLC AMERICAN FORK CITY _______________________________ ________________________________ By: Stephen W. Phelon Bradley J. Frost Its: General Partner Mayor, American Fork City ATTEST: __________________________________ City Recorder

Approved as to content:

_______________________________ City Engineer

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EXHIBIT A Parcel Legal Description

Commencing at a pointed located South 89°29’06” East along the Section line 1144.59 feet and South 1477.92 feet from the Northwest corner of Section 36, Township 5 South Range 1 East, Salt Lake Base and Meridian; thence South 89°14’38” East 583.81 feet; thence South 86°27’18” East 35.24 feet; thence along arc of a 1000 foot radius curve to the left 61.87 feet, (chord bear South 88°13’39” East 61.86 feet); thence Eat 105.46 feet; thence South 9.03 feet; thence East 38.11 feet; thence South 00°00’02” West 659.26 feet; thence East 224.00 feet; thence South 00°01’05” West 17.64 feet; thence South 89°58’46” West 2.79 feet; thence South 642.00 feet; thence West 465.14 feet’ thence North 00°37’36” East 582.88 feet; thence North 89°14’38” West 594.42 feet; thence North 00°34’56” East 749.08 feet to the point of beginning. Area = 905,504 square feet or 20.78 acres Basis of Bearing = South 89°29’06” East along Section line Lot created = 3 Lots

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EXHIBIT “B” Description of Improvements and estimated cost (bid schedule)

Reimbursement

PRESSURIZED IRRIGATION Blank30" DI PI Line 570 LF $218.00 $124,260.00 570 LF $25.00 $14,250.00 $110,010.0030" DI PI Line 780 LF $218.00 $170,040.00 0 LF $218.00 $0.00 $170,040.0030" x8" Cross 1 Each $23,664.00 $23,664.00 1 Each $1,000.00 $1,000.00 $22,664.0030" Butterfly Valve 1 Each $19,524.00 $19,524.00 1 Each $2,000.00 $2,000.00 $17,524.0030" Cap 1 Each $4,022.00 $4,022.00 0 Each $4,022.00 $0.00 $4,022.00Cathodic Protection 1 LS $45,592.00 $45,592.00 0 LS $45,592.00 $0.00 $45,592.0030" Isolator 1 Each $10,389.00 $10,389.00 0 Each $10,389.00 $0.00 $10,389.00STREETS BlankBase and Grade for 10' Sidewalk 615 LF $14.00 $8,610.00 615 LF $7.00 $4,305.00 $4,305.0010' Sidewalk 615 LF $40.00 $24,600.00 615 LF $20.00 $12,300.00 $12,300.00STORM DRAINAGE Blank60" Endwall 2 Each $5,800.00 $11,600.00 0 Each $2,320.00 $0.00 $11,600.0060" RCP Storm Drain 1644 LF $293.00 $481,692.00 0 LF $293.00 $0.00 $481,692.008x8 SD Box 1 Each $12,500.00 $12,500.00 0 Each $12,500.00 $0.00 $12,500.0096" SDMH 3 Each $12,500.00 $37,500.00 2 Each $4,500.00 $9,000.00 $28,500.00MISCELLANEOUS Blank4" Conduit 890 LF $4.00 $3,560.00 0 LF $4.00 $0.00 $3,560.006" Conduit 890 LF $6.00 $5,340.00 0 LF $6.00 $0.00 $5,340.00

TOTAL REIMBURSEMENT $940,038.00

Total Total

Actual Minimum Standard (Pioneering)

Description of Item Quantity Unit Unit Price Total Quantity Unit Unit Price

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AGENDA ITEM Review and action of an Agreement with Lakeview Meadows South LLC,

Lakeview Meadows LLC, and Brad Reynolds Construction, Inc. for Meadows at American Fork

Phase 2

SUMMARY RECOMMENDATION City staff recommend approval of an agreement with

Lakeview Meadows South LLC, Lakeview Meadows LLC, and Brad Reynolds Construction,

Inc. enabling development of Meadows at American Fork Phase 2 and the construction of certain

infrastructure as defined in the attached proposed agreement.

BACKGROUND The City Council approved the Meadows at American Fork Phase 2 (aka

Cottages at Lakeside Phase 2) District Framework Phase 2 at the November 26, 2019 regular

session meeting. The developer has been working closely with the City's Public Works

Department on a plan for the system improvements and upsizing along 350 South and 700 West

in compliance with the approved Master Plans and the city's Standards and Specifications.

An agreement was drafted by City personnel and including the City Attorney, and has been

reviewed and accepted by the developer. The agreement outlines the parameters for the

construction costs of the system improvements along 350 South and 700 West and defines

responsibilities for the various parties, including the dedication of necessary rights of way and

easements.

BUDGET IMPACT For the public improvements and upsizing along 350 South and 700

West, the following impact fee reimbursements will be paid by the City. An amount no greater

than $423,950.00 will be applied as road impact fee reimbursements. An amount no greater than

$12,282.00 will be applied as a culinary water impact fee reimbursement.

SUGGESTED MOTION Move to approve the agreement with Lakeview Meadows South

LLC, Lakeview Meadows LLC, and Brad Reynolds Construction, Inc. enabling development of

Meadows at American Fork Phase 2, and the construction of certain infrastructure as defined in

the attached proposed agreement.


Meadows at AF Phase 2 - Development Agreement (PDF)





MAY 11, 2021

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AGREEMENT This Agreement (the “Agreement”) is entered into this ____ day of _______________, 2021, by and between Lakeview Meadows South, LLC, a Utah limited liability company (“LMS”), Lakeview Meadows, LLC, a Utah limited liability company (“LM”), Brad Reynolds Construction, Inc., a Utah corporation (“Contractor”), and American Fork City, a political subdivision of the State of Utah (“City”) (LMS, LM, Contractor, and City are sometimes collectively referred to herein as the “Parties”).

RECITALS

A. LMS owns real property located in American Fork, Utah, which is described on Exhibit “A” attached hereto (the “Property”). LMS is developing the Property as a housing subdivision called Meadows at American Fork Phase II (the “Phase II Project”). Contractor is the general contractor for the Phase II Project.

B. The adjacent real property to the North of the Phase II Project is owned by LM, and is developed as a housing subdivision called The Meadows at American Fork (the “Phase I Project”).dv

C. LMS and Contractor have submitted final Plans for the Phase II Project for review and approval by City (the “Plans,” a copy of which is attached hereto as Exhibit “B”).

D. LMS, LM, Contractor, and City wish to set forth certain terms and agreements they have reached related to the access to the Phase I Project and the development of the Phase II Project.

TERMS OF AGREEMENT

NOW THEREFORE, for good and valuable consideration, the sufficiency of which is hereby acknowledged, the Parties agree as follows:

1. Dedication of Property for 350 South Street. LMS shall dedicate the real property necessary for the construction of 350 South Street as shown on Exhibit “C” attached hereto (the “350 South Street Parcel”) to the City for public right-of-way.

2. Construction of 350 South Street. Contractor shall construct 350 South Street along the South boundary of the Property, including painting, stripping, signage, and 3 street lights, in accordance with the Plans and in accordance with the TOD-District Connector Cross Section attached hereto as Exhibit “D”.

3. Payment for 350 South Street. In consideration of the dedication of the 350 South Street Parcel and Contractor’s agreement to construct 350 South along the south boundary of the Phase II Project the City shall pay to LMS the sum of $250,000.00. Payment shall be made within 30 days of completion of construction of 350 South Street and City Council’s acceptance of the improvements.

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4. Additional Pavement Required by Subsurface Soil Conditions. The City shall reimburse Contractor for the actual costs, not to exceed $75,000.00, of the additional pavement required as a result of subsurface soil conditions for 350 South Street due to the upsizing of the road, as set forth in the Report of CMT Engineering Laboratories attached hereto as Exhibit “E”. However, if the City and CMT Engineering Laboratories, all agree that a geotextile grid can be used in lieu of additional pavement, the maximum reimbursement shall be $57,290.00. Contractor shall provide to the City Engineer verification of expenses within ten days of completion of 350 South Street. Payment shall be made to Contractor within 30 days of and City Council’s acceptance of 350 South Street.

5. ADA and Bike Ramps. Contractor shall install, widen, move and/or remove ADA and bike ramps on 350 South Street and 700 West Street in accordance with the Plans. Said cost and expense shall be that of the Contractor.

6. 700 West Street. The Phase I Project and the Phase II Project shall not have direct access to 700 West Street. LM, LMS and Contractor shall not be responsible to the City or any other person or entity for any costs whatsoever in connection with 700 West Street, whether such costs be designated as tie-in fees, impact fees, reimbursement for construction costs, or in any other manner.

7. Access Easement. LMS and shall grant to LM a cross access easement across the Phase II Project to allow for a secondary access for Phase I Project on 350 South Street. LM shall grant to LMS a cross access easement across the Phase I Project to allow for secondary access to the Phase II Project on 200 South.

8. Temporary Fire Road. Upon execution of this Agreement, the temporary access road located along 700 West shall be closed and serve only as an emergency access road. LM shall install signs within thirty (30) days indicating Emergency Access Only. Upon completion of 350 South Street and sufficient access to Phase I Project from 350 South Street through Phase II Project, the temporary access road along 700 West shall be closed to all traffic.

9. Water Pipe in 350 South Street. Contractor shall install an upsized 12” water line (minimum size as required by City Codes and standards is 8”) under 350 South Street the length of the South boundary of the Property in accordance with the Plans. In consideration of the installation of the upsized water line, City shall pay to Contractor the actual cost of the upsize not to exceed $12,282.00. Contractor shall provide to the City Engineer verification of expenses within ten days of completion of the waterline installation. Payment shall be made within 30 days of the City Council’s acceptance of the water line.

10. Storm Drain. Contractor shall install storm drains in accordance with the Plans. The storm drains shall tie into the storm drains on the Willow Glen project at the location shown on Page C-201 of the Plans. City acknowledges that it has obtained all necessary approvals from Willow Glen Townhomes, L.L.C., and other persons or entities.

11. Conduits. Contractor shall install two 6” conduits, two 4” conduits and four vaults for future use under or along 350 South Street or 700 West, as depicted on Page C-300 of

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the Plans. The City will reimburse Contractor for the actual cost of such installation, not to exceed $18,450.00

12. Dedication of Public Utility Easement – Phase I Project. LM shall dedicate to the City a 10 feet wide public utility easement along 200 South and 700 West as shown on Exhibit F attached hereto.

13. Dedication of Public Utility Easement – Phase II Project. LMS shall dedicate to the City a 10 feet wide public utility easement along 700 West and 350 South as shown on Exhibit F.

14. Dedication of Temporary Construction Easement. LM shall dedicate a temporary construction easement to the City on the northwest portion of the Phase I Project near the intersection of 200 South and 700 West within seven days of the City providing a Notice of Intent to Proceed to LM. The easement shall remain in effect until the City provides to LM a Notice of Completion, or twenty-four months after the Notice of Intent to Proceed, whichever occurs first. Said easement shall be as described in Exhibit F. In consideration of the dedication of the easement, the City shall pay to LM the sum of $500.00.

15. Construction of Side Path. City shall construct a 12-feet wide side path along the east boundary of Phase I Project and Phase II Project (the west edge of 700 West) in the right-of-way provided as described in items #14 and #15 below and as shown on the Plans.

16. Dedication of Right-of-Way – Phase I Project. LM shall dedicate right-of-way along 200 South and 700 West as shown on Exhibit F. In consideration of the dedication of the right-of-way, the City shall pay to LM the sum of $47,995.59. In the event this dedication requires the relocation of LM’s monument sign at the northwest corner of the Phase I Project, City shall pay the reasonable costs of its relocation to a location agreed upon by the parties.

17. Dedication of Right-of-Way – Phase II Project. LMS shall dedicate right-of-way along 700 West as shown on Exhibit F. In consideration of the dedication of the right-of-way, the City shall pay to LMS the sum of $32,004.41.

18. Governing Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Utah, without reference to choice-of-law rules.

19. Waiver and Modification. This Agreement may not be amended, superseded or

cancelled, and none of the terms and conditions may be waived except by written instrument executed by each Party hereto; or, in the case of a waiver, by the Party waiving compliance.

20. Entire Agreement. This Agreement (including the documents referred to herein)

contains the entire agreement between the Parties with respect to the subject matter hereof and supersedes all prior understandings and agreements.

21. Assignment, Successors and Assigns. Each Party agrees that it will not assign, sell, transfer, delegate or otherwise dispose of, whether voluntarily or involuntarily, or by operation of law, any right or obligation under this Agreement. Subject to the foregoing limits on

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assignment and delegation, this Agreement shall be binding upon and shall inure to the benefit of the Parties and their respective successors and permitted assigns.

22. Counterparts and Electronic Signatures. This Agreement may be executed in

counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same instrument. Signatures delivered by e-mail, facsimile, or other electronic means may be relied upon as originals.

23. Non-waiver. The failure in any one or more instances of a party to insist upon

performance of any of the terms, covenants or conditions of this Agreement, to exercise any right or privilege in this Agreement conferred, or the waiver by said party of any breach of any of the terms, covenant or conditions of this Agreement, shall not be construed as a subsequent waiver of any such terms, covenants, conditions, rights or privileges, but the same shall continue and remain in full force and effect as if no such forbearance or waiver had occurred.

24. Third Parties. Nothing in this Agreement is intended to confer upon any party

other than the parties hereto (and their respective heirs, successors, legal representatives and permitted assigns) any rights, remedies, liabilities, or obligations under or by reason of this Agreement.

25. Severability. Any term or provision of this Agreement that is invalid or

unenforceable in any situation in any jurisdiction shall not affect the validity or enforceability of the remaining terms and provisions hereof or the validity or enforceability of the offending term or provision in any other situation or in any other jurisdiction.

26. Construction. The Parties have participated jointly in the negotiation and drafting

of this Agreement. In the event an ambiguity or question of intent or interpretation arises, this Agreement shall be construed as if drafted jointly by the Parties and no presumption or burden of proof shall arise favoring or disfavoring any Party by virtue of the authorship of any of the provisions of this Agreement.

In witness whereof, this Agreement is made and entered as of the date set forth above.

Lakeview Meadows South, LLC,

a Utah limited liability company

By: _____________________ Its: _____________________ Lakeview Meadows, LLC, a Utah limited liability company

By: _____________________

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Its: _____________________ Brad Reynolds Construction, Inc., a Utah corporation

By: _____________________ Its: _____________________ American Fork City,

a political subdivision of the State of Utah

By: ______________________ Its: ______________________

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EXHIBIT “A”

PROPERTY DESCRIPTION

A parcel of land situate in the Northeast Quarter of Section 22, Township 5 South, Range 1 East, Salt Lake Base and Meridian, more particularly described as follows:

Beginning at a point being North 00°24'14" East 116.05 feet along the section line and West 1,825.72 feet from the East Quarter Corner of Section 22, Township 5 South, Range 1 East, Salt Lake Base and Meridian; and running

thence South 00°50'29" West 224.84 feet; thence North 89°27'26" West 155.29 feet; thence South 89°45'37" West 107.56 feet; thence North 89°21'35" West 261.62 feet; thence North 88°56'13" West 103.76 feet; thence South 89°45'50" West 56.70 feet; thence North 02°24'05" East 236.24 feet; thence South 88°34'36" East 678.49 feet to the point of beginning.

Contains 157,326 Square Feet or 3.612 Acres Tax Parcel No. 13-042-0098

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EXHIBIT “B”

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1. ALL WORK SHALL CONFORM TO AMERICAN FORK CITY STANDARDS & SPECIFICATIONS.

2. CALL BLUE STAKES AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.

3. BENCHMARK ELEVATION = NORTHEAST CORNER SECTION 22, T3S, R1W SALT LAKE BASE & MERIDIAN ELEV. =4565.30'.

700 WEST 350 SOUTHAMERICAN FORK CITY, UTAH 84003

INDEX OF DRAWINGS1-1 BOUNDARY SURVEYC-001 GENERAL NOTESC-100 SITE PLANC-200 OVERALL GRADING AND DRAINAGE PLANC-201 GRADING AND DRAINAGE PLANC-202 GRADING AND DRAINAGE PLANC-300 UTILITY PLANC-400 EROSION CONTROL PLANPP-1 350 SOUTH PLAN AND PROFILEPP-2 350 SOUTH PLAN AND PROFILEPP-3 STORM DRAIN LATERALS PLAN AND PROFILEC-500 DETAILS

C-501 DETAILSC-502 DETAILSC-503 DETAILSC-504 DETAILSL-101 LANDSCAPE PLANL-102 LANDSCAPE PLANL-103 LANDSCAPE PLANL-501 LANDSCAPE DETAILSL-201 IRRIGATION PLANL-501 IRRIGATION DETAILS

GENERAL NOTES

MEADOWS AT AMERICAN FORKPHASE II

VICINITY MAP

NOTICE TO CONTRACTOR

UTILITY DISCLAIMERTHE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND / OR ELEVATIONS OF EXISTING UTILITIES ASSHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THECONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TOREQUEST EXACT FIELD LOCATIONS OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATEALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.

ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALLCONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC ISPROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTHREGULATIONS OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF UTAH DEPARTMENT OF INDUSTRIAL RELATIONSCONSTRUCTION SAFETY ORDERS." THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORSAND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS.

CONTRACTOR FURTHER AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURINGTHE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THISREQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THECONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALLLIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FORLIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.

NOTICE TO DEVELOPER/CONTRACTORUNAPPROVED DRAWINGS REPRESENT WORK IN PROGRESS, ARE SUBJECT TO CHANGE, AND DO NOT CONSTITUTE AFINISHED ENGINEERING PRODUCT. ANY WORK UNDERTAKEN BY DEVELOPER OR CONTRACTOR BEFORE PLANS AREAPPROVED IS UNDERTAKEN AT THE SOLE RISK OF THE DEVELOPER, INCLUDING BUT NOT LIMITED TO BIDS, ESTIMATION,FINANCING, BONDING, SITE CLEARING, GRADING, INFRASTRUCTURE CONSTRUCTION, ETC.

NO SCALE

CALL BLUESTAKES@ 811 AT LEAST 48 HOURSPRIOR TO THECOMMENCEMENT OF ANYCONSTRUCTION.Know what's

R

200 SOUTH

I-15

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SITE

CHECKED BYDRAWN BY

PROJECT NUMBER

FOR:

PROJECT MANAGER

PRINT DATE

PHONE:

CONTACT:

SALT LAKE CITY45 W. 10000 S., Suite 500Sandy, UT 84070Phone: 801.255.0529

LAYTONPhone: 801.547.1100

TOOELEPhone: 435.843.3590CEDAR CITYPhone: 435.865.1453RICHFIELDPhone: 435.896.2983

COMPANY CONTACT NUMBER

AMERICAN FORK CITY PUBLIC WORKS- CULINARY WATER/PRESSURIZED IRRIGATION JAY BREMS (801)763-3060- SEWER/STORM WATER ASHTON HARDY (801)763-3060- CITY INSPECTOR DEE HOWARD (801)763-3060- SWPPP INSPECTOR HARLAN NIELSON (801)763-3060AMERICAN FORK CITY FIRE MARSHAL MAT SACCO (801)763-3045AF FIBER WILL DAVIS (801)897-9826AMERICAN FORK IRRIGATION COMPANY ERNIE JOHN (801)471-6576CENTURY LINK BILL WESTFALL (432)623-4252COMCAST ELYSIA VALDEZ (801)401-3017DOMINION ENERGY TRENT JOHNSON (801)853-6548ROCKY MOUNTAIN POWER TERIA WALKER (801)756-1310TIMPANOGOS SPECIAL SERVICE DISTRICT DAVID BARLOW (801)756-5231

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AMERICANFORK CITY13:042:0009


S 88°34'36" E 678.49'

S 0°

50'29

" W

224.8

4'

N 89°27'26" W 155.29'S 89°45'37" W 107.56'N 89°21'35" W 261.62'N 88°56'13" W 103.76'S 89°45'50" W56.70'

N 2°

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" E

236.2

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CONTAINS:157,326 sq.ft.3.612 acres

TOTAL SURVEYED PARCELSEWER UTILITY EASEMENTOCTOBER 17, 2017

ENTRY NO. 102883:2017

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LAKEVIEW MEADOWS, LLC13:042:0097

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OPEN FIELD

OPEN FIELD

CALL BLUESTAKES@ 1-800-662-4111 AT LEAST 48HOURS PRIOR TO THECOMMENCEMENT OF ANYCONSTRUCTION.

NORTHEAST CORNERSECTION 22T3S, R1WSLB&M

ELEVATION = 4565.30'

BENCHMARK

LOCATED IN THE EAST 1/2OF SECTION 22,

TOWNSHIP 5 SOUTH, RANGE 1 EAST,SALT LAKE BASE AND MERIDIAN

AMERICAN FORK CITY, UTAH COUNTY UTAH

SECTION CORNER

MONUMENT

SET NAIL & WASHER

SET ENSIGN REBAR AND CAP

WATER METER

WATER MANHOLE

WATER VALVE

FIRE HYDRANT

IRRIGATION VALVE

SANITARY SEWER MANHOLE

STORM DRAIN CLEAN OUT

STORM DRAIN CATCH BASIN

STORM DRAIN COMBO BOX

SIGN

UTILITY MANHOLE

UTILITY POLE

GAS METER

GAS LINE

CATCH BASIN (SQUARE)

WETLAND AREA

MINOR CONTOURS 1' INCREMENT

MAJOR CONTOURS 5' INCREMENT

CONCRETE

ADJACENT RIGHT OF WAY

RIGHT OF WAY

SECTION LINE

PROPERTY LINE

ADJACENT PROPERTY LINE

DEED LINE

TANGENT LINE

FENCE

EDGE OF ASPHALT

SANITARY SEWER

STORM DRAIN LINE

WATER LINE

IRRIGATION LINE

TELEPHONE LINE

OVERHEAD POWER

LIGHT POLE (DOUBLE)

LIGHT POLE (SINGLE)

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EAST 1/4 CORNERSECTION 22, T5S, R1E,SLB&MNOT FOUND

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2637

.68' (

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116.0

5'

WEST 1825.72'

SOUTH 77°15'16" EAST145.71' (RECORD)

NORTHEAST CORNERSECTION 22, T5S, R1E, SLB&MFOUND 3" U.C. BRASS CAP MON

( IN FEET )HORZ: 1 inch = ft.

SURVEYOR'S NARRATIVE

DATE

I, Patrick M. Harris , do hereby state that I am a Registered Professional Land Surveyor and that I hold Certificate No. 286882 asprescribed by the laws of the State of Utah and represent that I have made a survey of the following described property. The purpose of thissurvey is to provide a Boundary and Topographic survey to our client. The Basis of Bearing is the line between the Witness to the East QuarterCorner and the Northeast Corner of Section 22, Township 5 South, Range 1 East, Salt Lake Base and Meridian, said line measuring North03°29'18" West 2637.68 feet.

PROPERTY DESCRIPTIONA parcel of land situate in the Northeast Quarter of Section 22, Township 5 South, Range 1 East, Salt Lake Base and Meridian, more particularlydescribed as follows:

Beginning at a point being North 00°24'14" East 116.05 feet along the section line and West 1,825.72 feet from the East Quarter Corner ofSection 22, Township 5 South, Range 1 East, Salt Lake Base and Meridian; and running

thence South 00°50'29" West 224.84 feet;thence North 89°27'26" West 155.29 feet;thence South 89°45'37" West 107.56 feet;thence North 89°21'35" West 261.62 feet;thence North 88°56'13" West 103.76 feet;thence South 89°45'50" West 56.70 feet;thence North 02°24'05" East 236.24 feet;thence South 88°34'36" East 678.49 feet to the point of beginning.

Contains 157,326 Square Feet or 3.612 Acres

Tax Parcel No. 13-042-0098

NAMELicense No.

2548

.88'

CHECKED BYDRAWN BY

PROJECT NUMBER

FOR:

PROJECT MANAGER

PRINT DATE

PHONE:

CONTACT:




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NOTE: MAY CONTAIN ABBREVIATIONS THAT ARE NOT USED IN THIS PLAN SET.

ABBREVIATIONS

1. ALL CONSTRUCTION MUST STRICTLY FOLLOW THE STANDARDS AND SPECIFICATIONS SET FORTH BY: THE DESIGN ENGINEER, LOCALAGENCY JURISDICTION, APWA (CURRENT EDITION), AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.). THEORDER LISTED ABOVE IS ARRANGED BY SENIORITY. THE LATEST EDITION OF ALL STANDARDS AND SPECIFICATIONS MUST BEADHERED TO. IF A CONSTRUCTION PRACTICE IS NOT SPECIFIED BY ANY OF THE LISTED SOURCES, CONTRACTOR MUST CONTACTDESIGN ENGINEER FOR DIRECTION.

2. CONTRACTOR TO STRICTLY FOLLOW THE MOST CURRENT COPY OF THE SOILS REPORT FOR THIS PROJECT. ALL GRADINGINCLUDING BUT NOT LIMITED TO CUT, FILL, COMPACTION, ASPHALT SECTION, SUBBASE, TRENCH EXCAVATION/BACKFILL, SITEGRUBBING, AND FOOTINGS MUST BE COORDINATED DIRECTLY WITH SOILS REPORT.

3. CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING, AND BRING UP ANY QUESTIONS BEFORE SUBMITTING BID.

4. CONTRACTOR SHALL PROVIDE A CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THE CITY, STATE, OR COUNTY REGULATIONS FORWORKING IN THE PUBLIC WAY.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ACCORDING TO GOVERNING AGENCY STANDARDS. WET DOWN DRYMATERIALS AND RUBBISH TO PREVENT BLOWING.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJACENT SURFACE IMPROVEMENTS.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY SETTLEMENT OF OR DAMAGE TO EXISTING UTILITIES.

8. THE CONTRACTOR IS RESPONSIBLE TO FURNISH ALL MATERIALS TO COMPLETE THE PROJECT.

9. ALL EXPOSED SURFACES WILL HAVE A TEXTURED FINISH, RUBBED, OR BROOMED. ANY "PLASTERING" OF NEW CONCRETE WILL BEDONE WHILE IT IS STILL "GREEN".

10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL REQUIRED PERMITS ANDAPPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ANDTHOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES.

11. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS AND LOCAL UTILITYCOMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TOLOCATE THEIR FACILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THECONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. CONTRACTOR SHALL STARTINSTALLATION AT LOW POINT OF ALL NEW GRAVITY UTILITY LINES.

12. ALL DIMENSIONS, GRADES, AND UTILITY DESIGN SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TOCONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST, PRIOR TO PROCEEDING WITHCONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FORWORK HAVING TO BE REDONE DUE TO THE DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS, IF SUCHNOTIFICATION HAS NOT BEEN GIVEN.

13. NO CHANGE IN DESIGN LOCATION OR GRADE WILL BE MADE BY THE CONTRACTOR WITHOUT THE WRITTEN APPROVAL OF THEPROJECT ENGINEER.

14. NATURAL VEGETATION AND SOIL COVER SHALL NOT BE DISTURBED PRIOR TO ACTUAL CONSTRUCTION OF A REQUIRED FACILITY ORIMPROVEMENT. MASS CLEARING OF THE SITE IN ANTICIPATION OF CONSTRUCTION SHALL BE AVOIDED.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, MAINTAINING, OR RESTORING ALL MONUMENTS AND MONUMENTREFERENCE MARKS WITHIN THE PROJECT SITE. CONTACT THE CITY OR COUNTY SURVEYOR FOR MONUMENT LOCATIONS ANDCONSTRUCTION DETAILS.

16. EXISTING UTILITY INFORMATION SHOWN IS FOR INFORMATIONAL PURPOSES ONLY. IT IS DERIVED FROM ON-SITE SURVEY AND/ORUTILITY MAPPING PROVIDED TO THE ENGINEER, AND THEREFORE UTILITIES MAY NOT BE LOCATED CORRECTLY, EITHERHORIZONTALLY OR VERTICALLY, AND MAY NOT BE ALL INCLUSIVE. CONTRACTOR IS REQUIRED TO FOLLOW THE PROCEDUREOUTLINED BELOW:

16.1. CONTRACTOR IS REQUIRED TO LOCATE AND POTHOLE ALL EXISTING UTILITY LINES (BOTH HORIZONTALLY AND VERTICALLY)THAT AFFECT THE PROJECT CONSTRUCTION, EITHER ON-SITE OR OFF-SITE, AND DETERMINE IF THERE ARE ANY CONFLICTSWITH THE DESIGN OF THE SITE AS SHOWN ON THE APPROVED PLANS PRIOR TO ANY CONSTRUCTION. IF IT IS DETERMINEDTHAT CONFLICTS EXIST BETWEEN EXISTING UTILITIES AND DESIGN UTILITIES (OR ANOTHER ASPECT OF PROPOSEDCONSTRUCTION) THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO CORRECT THE CONFLICTS BEFORE ANY WORK CAN BEGIN.IF THE CONTRACTOR FAILS TO FOLLOW THIS ABSOLUTE REQUIREMENT AND CONFLICTS ARISE DURING CONSTRUCTION THECONTRACTOR WILL BEAR THE SOLE RESPONSIBILITY TO FIX THE CONFLICTS.

16.2. CONTRACTOR IS REQUIRED TO VERIFY THAT PROPER COVER AND PROTECTION OF EXISTING UTILITY LINES IS MAINTAINED ORATTAINED WITHIN THE DESIGN ONCE VERIFICATION OF THE EXISTING UTILITIES IS COMPLETED AS OUTLINED IN 16.1 ABOVE.

16.3. IN ADDITION TO 16.1 AND 16.2 ABOVE THE CONTRACTOR WILL VERIFY DEPTHS OF UTILITIES IN THE FIELD BY "POTHOLING" AMINIMUM OF 300 FEET AHEAD OF PROPOSED PIPELINE CONSTRUCTION TO AVOID POTENTIAL CONFLICTS WITH DESIGNEDPIPELINE ALIGNMENT AND GRADE AND EXISTING UTILITIES.

16.4. IF A CONFLICT ARISES BETWEEN EXISTING UTILITIES AND DESIGN UTILITIES (OR ANOTHER ASPECT OF PROPOSEDCONSTRUCTION) AS DETERMINED UNDER 16.1, 16.2 OR 16.3 THE CONTRACTOR WILL NOTIFY THE ENGINEER IMMEDIATELY TORESOLVE THE CONFLICT.

16.5. IF A CONFLICT ARISES BETWEEN EXISTING UTILITIES AND DESIGN UTILITIES (OR ANOTHER ASPECT OF PROPOSEDCONSTRUCTION) RESULTING FROM THE CONTRACTOR'S NEGLIGENCE TO IDENTIFY AND/OR “POTHOLE” EXISTING UTILITIES ASREQUIRED IN 16.1, 16.2 AND 16.3 ABOVE, THE CONTRACTOR WILL BE REQUIRED TO RESOLVE THE CONFLICT WITHOUTADDITIONAL COST OR CLAIM TO THE OWNER OR ENGINEER.

17. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO COST TOOWNER.

18. CONSULT ALL OF THE DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE COMMENCING CONSTRUCTION.

19. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BESAWCUT TO A CLEAN, SMOOTH EDGE.

20. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MOST RECENT, ADOPTED EDITION OF ADA ACCESSIBILITYGUIDELINES.

21. CONTRACTOR SHALL, AT THE TIME OF BIDDING AND THROUGHOUT THE PERIOD OF THE CONTRACT, BE LICENSED IN THE STATE OFUTAH AND SHALL BE BONDABLE FOR AN AMOUNT REQUIRED BY THE OWNER.

22. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL WATER, POWER, SANITARY FACILITIES AND TELEPHONE SERVICES ASREQUIRED FOR THE CONTRACTOR'S USE DURING CONSTRUCTION.

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

24. IF EXISTING IMPROVEMENTS NEED TO BE DISTURBED AND/OR REMOVED FOR THE PROPER PLACEMENT OF IMPROVEMENTS TO BECONSTRUCTED BY THESE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS FROMDAMAGE. COST OF REPLACING OR REPAIRING EXISTING IMPROVEMENTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMSREQUIRING REMOVAL AND/OR REPLACEMENT. THERE WILL BE NO EXTRA COST DUE TO THE CONTRACTOR FOR REPLACING ORREPAIRING EXISTING IMPROVEMENTS.

25. WHENEVER EXISTING FACILITIES ARE REMOVED, DAMAGED, BROKEN, OR CUT IN THE INSTALLATION OF THE WORK COVERED BYTHESE PLANS OR SPECIFICATIONS, SAID FACILITIES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH MATERIALS EQUALTO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL EXISTING FACILITIES. THE FINISHED PRODUCT SHALL BE SUBJECT TOTHE APPROVAL OF THE OWNER, THE ENGINEER, AND THE RESPECTIVE REGULATORY AGENCY.

26. CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE RECORD DRAWINGS SHOWING THE FINAL LOCATION ANDLAYOUT OF ALL STRUCTURES AND OTHER FACILITIES. RECORD DRAWINGS SHALL REFLECT CHANGE ORDERS, ACCOMMODATIONS,AND ADJUSTMENTS TO ALL IMPROVEMENTS CONSTRUCTED. WHERE NECESSARY, SUPPLEMENTAL DRAWINGS SHALL BE PREPAREDAND SUBMITTED BY THE CONTRACTOR. PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL DELIVER TO THEENGINEER ONE SET OF NEATLY MARKED RECORD DRAWINGS SHOWING THE INFORMATION REQUIRED ABOVE. RECORD DRAWINGSSHALL BE REVIEWED AND THE COMPLETE RECORD DRAWING SET SHALL BE CURRENT WITH ALL CHANGES AND DEVIATIONSREDLINED AS A PRECONDITION TO THE FINAL PROGRESS PAYMENT APPROVAL AND/OR FINAL ACCEPTANCE.

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

28. ALL EXISTING GATES AND FENCES TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. PROTECT ALL GATES AND FENCES FROMDAMAGE.

29. ALL EXISTING TREES ARE TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. PROTECT ALL TREES FROM DAMAGE.

30. ASPHALT MIX DESIGN MUST BE SUBMITTED AND APPROVED BY THE GOVERNING AGENCY PRIOR TO THE PLACEMENT.

31. CONTRACTORS ARE RESPONSIBLE FOR ALL OSHA REQUIREMENTS ON THE PROJECT SITE.

32. A UPDES (UTAH POLLUTANT DISCHARGE ELIMINATION SYSTEM) PERMIT IS REQUIRED FOR ALL CONSTRUCTION ACTIVITIES 1 ACRE ORMORE AS WELL AS A STORM WATER POLLUTION PREVENTION PLAN.

1. EXISTING UTILITY INFORMATION SHOWN IS FOR INFORMATIONAL PURPOSES ONLY. IT IS DERIVED FROM ON-SITE SURVEYAND MAY NOT BE LOCATED CORRECTLY AND IS NOT ALL INCLUSIVE. CONTRACTOR SHALL FIELD LOCATE ALL UTILITIESWITHIN THE PROJECT LIMITS BEFORE BEGINNING DEMOLITION/CONSTRUCTION.

2. THERE MAY BE BURIED UTILITIES WITHIN THE LIMITS OF DISTURBANCE THAT ARE NOT SHOWN ON THE PLANS DUE TO LACKOF MAPPING OR RECORD INFORMATION. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN UNEXPECTED UTILITIES AREDISCOVERED.

3. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ALL EXISTING UTILITIESAND IMPROVEMENTS WHETHER OR NOT SHOWN ON THESE PLANS. THE FACILITIES AND IMPROVEMENTS ARE BELIEVED TOBE CORRECTLY SHOWN BUT THE CONTRACTOR IS REQUIRED TO SATISFY HIMSELF AS TO THE COMPLETENESS ANDACCURACY OF THE LOCATIONS. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELFWITH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY,OR INDIRECTLY, FROM HIS OPERATIONS, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS.

1. TRAFFIC CONTROL AND STRIPING TO CONFORM TO THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.).

2. BARRICADING AND DETOURING SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE CURRENT M.U.T.C.D.

3. NO STREET SHALL BE CLOSED TO TRAFFIC WITHOUT WRITTEN PERMISSION FROM THE APPROPRIATE AGENCY, EXCEPTWHEN DIRECTED BY LAW ENFORCEMENT OR FIRE OFFICIALS.

4. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR SMOOTH TRAFFIC FLOW AND SAFETY. ACCESS SHALL BEMAINTAINED FOR ALL PROPERTIES ADJACENT TO THE WORK.

5. DETOURING OPERATIONS FOR A PERIOD OF SIX CONSECUTIVE CALENDAR DAYS, OR MORE, REQUIRE THE INSTALLATION OFTEMPORARY STREET STRIPING AND REMOVAL OF INTERFERING STRIPING BY SANDBLASTING. THE DETOURING STRIPINGPLAN OR CONSTRUCTION TRAFFIC CONTROL PLAN MUST BE SUBMITTED TO THE GOVERNING AGENCY FOR REVIEW ANDAPPROVAL.

6. ALL TRAFFIC CONTROL DEVICES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT THE END OF THE WORK TO THESATISFACTION OF THE GOVERNING AGENCY.

7. TRAFFIC CONTROL DEVICES (TCDs) SHALL REMAIN VISIBLE AND OPERATIONAL AT ALL TIMES.

8. ALL PERMANENT TRAFFIC CONTROL DEVICES CALLED FOR HEREON SHALL BE IN PLACE AND IN FINAL POSITION PRIOR TOALLOWING ANY PUBLIC TRAFFIC ONTO THE PORTIONS OF THE ROAD(S) BEING IMPROVED HEREUNDER, REGARDLESS OF THESTATUS OF COMPLETION OF PAVING OR OTHER OFF-SITE IMPROVEMENTS CALLED FOR BY THESE PLANS.

9. THE CONTRACTOR SHALL PROVIDE BARRICADES, SIGNS, FLASHERS, OTHER EQUIPMENT AND FLAG PERSONS NECESSARYTO INSURE THE SAFETY OF WORKERS AND VISITORS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING UTAH TRANSIT AUTHORITY (UTA) IF THE CONSTRUCTIONINTERRUPTS OR RELOCATES A BUS STOP OR HAS AN ADVERSE EFFECT ON BUS SERVICE ON THAT STREET TO ARRANGEFOR TEMPORARY RELOCATION OF STOP.

TRAFFIC CONTROL AND SAFETY NOTES

GRADING AND DRAINAGE NOTES1. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE

RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL RELATED ADDENDUMS.

2. THE CONTRACTOR SHALL STRIP AND CLEAR THE TOPSOIL, MAJOR ROOTS AND ORGANIC MATERIAL FROM ALL PROPOSEDBUILDING AND PAVEMENT AREAS PRIOR TO SITE GRADING. (THE TOPSOIL MAY BE STOCKPILED FOR LATER USE INLANDSCAPED AREAS.)

3. THE CONTRACTOR SHALL REMOVE ALL ORGANIC MATERIAL AND OTHER DELETERIOUS MATERIALS PRIOR TO PLACINGGRADING FILL OR BASE COURSE. THE AREA SHOULD BE PROOF-ROLLED TO IDENTIFY ANY SOFT AREAS. WHERE SOFTAREAS ARE ENCOUNTERED, THE CONTRACTOR SHALL REMOVE THE SOIL AND REPLACE WITH COMPACTED FILL.

4. ALL DEBRIS PILES AND BERMS SHOULD BE REMOVED AND HAULED AWAY FROM SITE OR USED AS GENERAL FILL INLANDSCAPED AREAS.

5. THE CONTRACTOR SHALL CONSTRUCT THE BUILDING PAD TO THESE DESIGN PLANS AS PART OF THE SITE GRADINGCONTRACT, AND STRICTLY ADHERE TO THE SITE PREPARATION AND GRADING REQUIREMENTS OUTLINED IN THEGEOTECHNICAL REPORT.

6. THE CONTRACTOR SHALL GRADE THE PROJECT SITE TO PROVIDE A SMOOTH TRANSITION BETWEEN NEW AND EXISTINGASPHALT, CURB AND GUTTER, AND ADJOINING SITE IMPROVEMENTS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE AND DEBRIS ON ADJACENT STREETS WHEN EQUIPMENT ISTRAVELING THOSE STREETS.

8. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL CONDITIONS AND RECOMMENDATIONS OUTLINED IN THE GEOTECHNICALREPORT AND TAKE ALL NECESSARY PRECAUTIONS AND RECOMMENDED PROCEDURES TO ASSURE SOUND GRADINGPRACTICES.

9. THE CONTRACTOR SHALL TAKE APPROPRIATE GRADING MEASURES TO DIRECT STORM SURFACE RUNOFF TOWARDS CATCHBASINS.

10. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON ON-SITE SURVEY. IT SHALL BETHE CONTRACTORS' FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIESPRIOR TO PROCEEDING WITH CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FORDAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE.

11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL NECESSARY CUTS AND FILLS WITHIN THE LIMITSOF THIS PROJECT AND THE RELATED OFF-SITE WORK, SO AS TO GENERATE THE DESIRED SUBGRADE, FINISH GRADES, ANDSLOPES SHOWN.

12. THE CONTRACTOR IS WARNED THAT AN EARTHWORK BALANCE WAS NOT NECESSARILY THE INTENT OF THIS PROJECT. ANYADDITIONAL MATERIAL REQUIRED OR LEFTOVER MATERIAL FOLLOWING EARTHWORK OPERATIONS BECOMES THERESPONSIBILITY OF THE CONTRACTOR.

13. THE GRADING CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE OWNER TO PROVIDE FOR THE REQUIREMENTS OFTHE PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND ASSOCIATED PERMIT. ALL CONTRACTORACTIVITIES 1 ACRE OR MORE IN SIZE ARE REQUIRED TO PROVIDE A STORM WATER POLLUTION PREVENTION PLAN.

14. ALL CUT AND FILL SLOPES SHALL BE PROTECTED UNTIL EFFECTIVE EROSION CONTROL HAS BEEN ESTABLISHED.

15. THE USE OF POTABLE WATER WITHOUT A SPECIAL PERMIT FOR BUILDING OR CONSTRUCTION PURPOSES INCLUDINGCONSOLIDATION OF BACKFILL OR DUST CONTROL IS PROHIBITED. THE CONTRACTOR SHALL OBTAIN ALL NECESSARYPERMITS FOR CONSTRUCTION WATER FROM GOVERNING AGENCY.

16. THE CONTRACTOR SHALL MAINTAIN THE STREETS, SIDEWALKS, AND ALL OTHER PUBLIC RIGHT-OF-WAYS IN A CLEAN, SAFEAND USABLE CONDITION. ALL SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE PROMPTLY REMOVED FROM THEPUBLICLY-OWNED PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. ALL ADJACENTPROPERTY, PRIVATE OR PUBLIC, SHALL BE MAINTAINED IN A CLEAN, SAFE, AND USABLE CONDITION.

UTILITY NOTES1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS, CITY AND STATE

REQUIREMENTS AND THE MOST RECENT EDITIONS OF THE FOLLOWING: THE INTERNATIONAL PLUMBING CODE, UTAHDRINKING WATER REGULATIONS, APWA MANUAL OF STANDARD PLANS AND SPECIFICATIONS. THE CONTRACTOR ISREQUIRED TO ADHERE TO ALL OF THE ABOVE-MENTIONED DOCUMENTS UNLESS OTHERWISE NOTED AND APPROVED BY THEENGINEER.

2. CONTRACTOR SHALL COORDINATE LOCATION OF NEW "DRY UTILITIES" WITH THE APPROPRIATE UTILITY COMPANY,INCLUDING BUT NOT LIMITED TO: TELEPHONE & INTERNET SERVICE, GAS SERVICE, CABLE, AND POWER.

3. EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS BASED ON ON-SITE SURVEY. PRIOR TO COMMENCING ANY WORK, ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE EACH UTILITY COMPANY LOCATE, IN THE FIELD, THEIR MAIN ANDSERVICE LINES. THE CONTRACTOR SHALL NOTIFY BLUE STAKES AT 1-800-662-4111 48 HOURS IN ADVANCE OF PERFORMINGANY EXCAVATION WORK. THE CONTRACTOR SHALL RECORD THE BLUE STAKES ORDER NUMBER AND FURNISH ORDERNUMBER TO OWNER AND ENGINEER PRIOR TO ANY EXCAVATION. IT WILL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TODIRECTLY CONTACT ANY OTHER UTILITY COMPANIES THAT ARE NOT MEMBERS OF BLUE STAKES. IT SHALL BE THECONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEMDURING THE PERFORMANCE OF THIS CONTRACT. ANY REPAIRS NECESSARY TO DAMAGED UTILITIES SHALL BE PAID FOR BYTHE CONTRACTOR. THE CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER CONTRACTORS AND UTILITYCOMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICE TO THE PROJECT.

4. CARE SHOULD BE TAKEN IN ALL EXCAVATIONS DUE TO POSSIBLE EXISTENCE OF UNRECORDED UTILITY LINES. EXCAVATIONREQUIRED WITHIN PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANYDAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT CONTRACTOR'SEXPENSE.

5. TRENCH BACKFILL MATERIAL AND COMPACTION TESTS ARE TO BE TAKEN PER APWA STANDARD SPECIFICATIONS (CURRENTEDITION), SECTION 02320 - BACKFILLING TRENCHES, OR AS REQUIRED BY THE GEOTECHNICAL REPORT IF NATIVE MATERIALSARE USED. NO NATIVE MATERIALS ARE ALLOWED IN THE PIPE ZONE. THE MAXIMUM LIFT FOR BACKFILLING EXCAVATIONS ISDETERMINED BY THE GEOTECHNICAL RECOMMENDATIONS.

6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL CODES GOVERNING SHORING ANDBRACING OF EXCAVATIONS AND TRENCHES AND FOR THE PROTECTION OF WORKERS.

7. THE CONTRACTOR IS REQUIRED TO KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE APPROVED PROJECT LIMITS. THISINCLUDES, BUT IS NOT LIMITED TO VEHICLE AND EQUIPMENT STAGING, MATERIAL STORAGE AND LIMITS OF TRENCHEXCAVATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS FROM THEAPPROPRIATE GOVERNING ENTITY AND/OR INDIVIDUAL PROPERTY OWNER(S) FOR WORK OR STAGING OUTSIDE OF THEPROJECT LIMITS.

8. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE, CAUSED BY ANY CONDITION INCLUDING SETTLEMENT, TOEXISTING UTILITIES FROM WORK PERFORMED AT OR NEAR EXISTING UTILITIES. THE CONTRACTOR SHALL TAKE ALLMEASURES NECESSARY TO PROTECT ALL EXISTING PUBLIC AND PRIVATE ROADWAY AND UTILITY FACILITIES. DAMAGE TOEXISTING FACILITIES CAUSED BY THE CONTRACTOR MUST BE REPAIRED BY THE CONTRACTOR AT HIS/HER EXPENSE TO THESATISFACTION OF THE OWNER OF SAID FACILITIES.

9. ALL WATER LINE AND SEWER LINE INSTALLATION AND TESTING TO BE IN ACCORDANCE WITH LOCAL GOVERNING AGENCY'SSTANDARDS AND SPECIFICATIONS.

10. ALL MANHOLES, HYDRANTS, VALVES, CLEANOUT BOXES, CATCH BASINS, METERS, ETC. MUST BE RAISED OR LOWERED TOFINAL GRADE PER APWA (CURRENT EDITION) STANDARDS AND INSPECTOR REQUIREMENTS. CONCRETE COLLARS MUST BECONSTRUCTED ON ALL MANHOLES, CLEANOUT BOXES, CATCH BASINS, AND VALVES PER APWA STANDARDS. ALL MANHOLE,CATCH BASIN, OR CLEANOUT BOX CONNECTIONS MUST BE MADE WITH THE PIPE CUT FLUSH WITH THE INSIDE OF THE BOXAND GROUTED OR SEALED.

11. CONTRACTOR SHALL NOT ALLOW ANY GROUNDWATER OR DEBRIS TO ENTER THE NEW OR EXISTING PIPE DURINGCONSTRUCTION.

12. SILT AND DEBRIS ARE TO BE CLEANED OUT OF ALL STORM DRAIN BOXES. CATCH BASINS ARE TO BE MAINTAINED IN ACLEANED CONDITION AS NEEDED UNTIL AFTER THE FINAL BOND RELEASE INSPECTION.

13. CONTRACTOR SHALL CLEAN ASPHALT, TAR OR OTHER ADHESIVES OFF OF ALL MANHOLE LIDS AND INLET GRATES TO ALLOWACCESS.

14. EACH TRENCH SHALL BE EXCAVATED SO THAT THE PIPE CAN BE LAID TO THE ALIGNMENT AND GRADE AS REQUIRED. THETRENCH WALL SHALL BE SO BRACED THAT THE WORKMEN MAY WORK SAFELY AND EFFICIENTLY. ALL TRENCHES SHALL BEDRAINED SO THE PIPE LAYING MAY TAKE PLACE IN DEWATERED CONDITIONS.

15. CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIMES AMPLE MEANS AND DEVICES WITH WHICH TO REMOVEPROMPTLY AND TO PROPERLY DISPOSE OF ALL WATER ENTERING THE TRENCH EXCAVATION.

16. ALL SEWER LINES AND SEWER SERVICES SHALL HAVE A MINIMUM SEPARATION OF 10 FEET, EDGE TO EDGE, FROM THEWATER LINES. IF A 10 FOOT SEPARATION CAN NOT BE MAINTAINED, CONSTRUCT PER GOVERNING AGENCY'S MINIMUMSEPARATION STANDARDS.

17. CONTRACTOR SHALL INSTALL THRUST BLOCKING AT ALL WATERLINE ANGLE POINTS AND TEES.

18. ALL UNDERGROUND UTILITIES SHALL BE IN PLACE PRIOR TO INSTALLATION OF CURB, GUTTER, SIDEWALK AND STREETPAVING.

19. CONTRACTOR SHALL INSTALL MAGNETIC LOCATING TAPE CONTINUOUSLY OVER ALL NONMETALLIC PIPE.

GENERAL NOTES

DEMOLITION NOTES

APWA AMERICAN PUBLIC WORKS ASSOCIATIONAR ACCESSIBLE ROUTEASTM AMERICAN SOCIETY FOR TESTING AND MATERIALSAWWA AMERICAN WATER WORKS ASSOCIATIONBOS BOTTOM OF STEPBVC BEGIN VERTICAL CURVEC CURVECB CATCH BASINCF CURB FACE OR CUBIC FEETCL CENTER LINECO CLEAN OUTCOMM COMMUNICATIONCONC CONCRETECONT CONTINUOUSDIA DIAMETERDIP DUCTILE IRON PIPEELEC ELECTRICALELEV ELEVATIONEOA EDGE OF ASPHALT EVC END OF VERTICAL CURVEEW EACH WAYEXIST EXISTINGFF FINISH FLOORFG FINISH GRADEFH FIRE HYDRANTFL FLOW LINE OR FLANGEGB GRADE BREAKGF GARAGE FLOORGV GATE VALVEHC HANDICAPHP HIGH POINTIRR IRRIGATIONK RATE OF VERTICAL CURVATURELD LAND DRAINLF LINEAR FEETLP LOW POINTMEX MATCH EXISTINGMH MANHOLEMJ MECHANICAL JOINTNG NATURAL GROUNDNIC NOT IN CONTRACTNO NUMBEROC ON CENTEROCEW ON CENTER EACH WAYOHP OVERHEAD POWERPC POINT OF CURVATURE OR PRESSURE CLASSPCC POINT OF COMPOUND CURVATUREPI POINT OF INTERSECTIONPIV POST INDICATOR VALVEPL PROPERTY LINEPRC POINT OF REVERSE CURVATUREPRO PROPOSEDPT POINT OF TANGENCYPVC POINT OF VERTICAL CURVATUREPVI POINT OF VERTICAL INTERSECTIONPVT POINT OF VERTICAL TANGENCYR RADIUSRD ROOF DRAINROW RIGHT OF WAYS SLOPESAN SWR SANITARY SEWERSD STORM DRAINSEC SECONDARYSS SANITARY SEWERSTA STATIONSW SECONDARY WATER LINETBC TOP BACK OF CURBTOG TOP OF GRATETOA TOP OF ASPHALTTOC TOP OF CONCRETETOF TOP OF FOUNDATIONTOW TOP OF WALLTOS TOP OF STEPTYP TYPICALVC VERTICAL CURVEWIV WALL INDICATOR VALVEW WATER LINE

CO

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SECTION CORNER

EXISTING MONUMENT

PROPOSED MONUMENT

EXISTING REBAR AND CAP

SET ENSIGN REBAR AND CAP

EXISTING WATER METER

PROPOSED WATER METER

EXISTING WATER MANHOLE

PROPOSED WATER MANHOLE

EXISTING WATER BOX

EXISTING WATER VALVE

PROPOSED WATER VALVE

EXISTING FIRE HYDRANT

PROPOSED FIRE HYDRANT

PROPOSED FIRE DEPARTMENT CONNECTION

EXISTING SECONDARY WATER VALVE

PROPOSED SECONDARY WATER VALVE

EXISTING IRRIGATION BOX

EXISTING IRRIGATION VALVE

PROPOSED IRRIGATION VALVE

EXISTING SANITARY SEWER MANHOLE

PROPOSED SANITARY SEWER MANHOLE

EXISTING SANITARY CLEAN OUT

EXISTING STORM DRAIN CLEAN OUT BOX

PROPOSED STORM DRAIN CLEAN OUT BOX

EXISTING STORM DRAIN INLET BOX

EXISTING STORM DRAIN CATCH BASIN

PROPOSED STORM DRAIN CATCH BASIN

EXISTING STORM DRAIN COMBO BOX

PROPOSED STORM DRAIN COMBO BOX

EXISTING STORM DRAIN CLEAN OUT

EXISTING STORM DRAIN CULVERT

PROPOSED STORM DRAIN CULVERT

TEMPORARY SAG INLET PROTECTION

TEMPORARY IN-LINE INLET PROTECTION

ROOF DRAIN

EXISTING ELECTRICAL MANHOLE

EXISTING ELECTRICAL BOX

EXISTING TRANSFORMER

EXISTING UTILITY POLE

EXISTING LIGHT

PROPOSED LIGHT

EXISTING GAS METER

EXISTING GAS MANHOLE

EXISTING GAS VALVE

EXISTING TELEPHONE MANHOLE

EXISTING TELEPHONE BOX

EXISTING TRAFFIC SIGNAL BOX

EXISTING CABLE BOX

EXISTING BOLLARD

PROPOSED BOLLARD

EXISTING SIGN

PROPOSED SIGN

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

EXISTING FLOW DIRECTION

EXISTING TREE

DENSE VEGETATION

EXISTING EDGE OF ASPHALT

PROPOSED EDGE OF ASPHALT

EXISTING STRIPING

PROPOSED STRIPING

EXISTING FENCE

PROPOSED FENCE

EXISTING FLOW LINE

PROPOSED FLOW LINE

GRADE BREAK

EXISTING STORM DRAIN LINE

PROPOSED STORM DRAIN LINE

ROOF DRAIN LINE

CATCHMENTS

HIGHWATER LINE

EXISTING SANITARY SEWER

PROPOSED SANITARY SEWER LINE

PROPOSED SAN. SWR. SERVICE LINE

EXISTING LAND DRAIN LINE

PROPOSED LAND DRAIN LINE

PROPOSED LAND DRAIN SERVICE LINE

EXISTING CULINARY WATER LINE

PROPOSED CULINARY WATER LINE

PROPOSED CULINARY WATER SERVICE LINE

EXISTING SECONDARY WATER LINE

PROPOSED SECONDARY WATER LINE

PROPOSED SEC. WATER SERVICE LINE

EXISTING IRRIGATION LINE

PROPOSED IRRIGATION LINE

EXISTING OVERHEAD POWER LINE

EXISTING ELECTRICAL LINE

EXISTING GAS LINE

EXISTING TELEPHONE LINE

ACCESSIBLE ROUTE

SAW CUT LINE

STRAW WATTLE

TEMPORARY BERM

TEMPORARY SILT FENCE

LIMITS OF DISTURBANCE

EXISTING WALL

PROPOSED WALL

EXISTING CONTOURS

PROPOSED CONTOURS

BUILDABLE AREA WITHIN SETBACKS

PUBLIC DRAINAGE EASEMENT

EXISTING ASPHALT TO BE REMOVED

PROPOSED ASPHALT

EXISTING CURB AND GUTTER

PROPOSED CURB AND GUTTER

PROPOSED REVERSE PAN CURB AND GUTTER

TRANSITION TO REVERSE PAN CURB

CONCRETE TO BE REMOVED

EXISTING CONCRETE

PROPOSED CONCRETE

BUILDING TO BE REMOVED

EXISTING BUILDING

PROPOSED BUILDING

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350 SOUTH

700 W

EST

PHASE 1

TBC DATAD=36°38'49"R=25.00'L=15.99'

TBC DATAD=40°31'42"R=25.00'L=17.68'

TBC DATAD=89°23'24"R=30.00'L=46.80'(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

20-PLEX

20-PLEX20-PLEX

10-PLEX

10-PLEX

ENTRANCEPARK

(BICYCLE TRACK)

(PUBLIC STREET)

(PUB

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22.0' (TYP.)

9.0'

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24.0'

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9.0'(TYP.)

26.0'

28.2'

11.2'(TYP.) 10.6'

(TYP.)

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18.0'

19.5'

16.1'

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12.0'

12.0'

20.0'

5

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8.4'

12.0'13

.5'

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12.0' 2.0' 27.0'

10.0'

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.0'11

.0'11

.0'

2.0'2.0' 6.0

'

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5.0'

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2323

21

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24

MATCH EXIST

MATCH EXIST

MATCH EXIST

78.0'

46.0'

150.8'

26

18.0'

16.8'

25.3'

16.6'

12.3'

1.0'1.0'

30.0'

11.5'

17.5'

SEE BELOW FORREMOVAL OFTEMPORARYACCESS ROADFOR PHASE 1

10.0'

PUE

10.0'PUE

29

REMOVE EXIST ADA RAMP

SIGHT TRIANGLE

SIGHT TRIANGLE

6.0'6.0'

30 30 INSTALL R3-17 "BIKE LANE" SIGNW/R3-17bP "ENDS" PLAQUE

INSTALL BIKE RAMP(RAMP TO 0" C.F.)

31

24.0'

7" STEP

INSTALL MAIL KIOSK

CURB CUT FORKIOSK ACCESS

15

15

11.5'

6.0' 10.0'

(TYPE I)(TYPE I)

(TYPE I)

(TYPE I)

(TYPE II)

1. ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.

2. ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.

3. SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNSTHROUGHOUT SITE.

4. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES).

5. ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED,INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOTTHEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.

6. NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT.

7. THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.UNLESS OTHERWISE NOTED ON THESE PLANS.

8. IF RUTTING/PUMPING OCCURS DURING CONSTRUCTION, NOTIFY AMERICAN FORK CITY ENGINEER ANDPROVIDE A PLAN FOR MITIGATION.

GENERAL NOTES

1

2

3

4

5

6

7

8

9

10

11

12

13

14

STANDARD ASPHALT PAVEMENT PER GEOTECHNICAL REPORT AND DETAIL 1/C-500.

350 SOUTH ASPHALT PAVEMENT PER GEOTECHNICAL REPORT AND DETAIL 2/C-500.

SAWCUT EXISTING ASPHALT PAVEMENT TO PROVIDE A CLEAN EDGE FOR THE TRANSITION BETWEENEXISTING AND PROPOSED ASPHALT PAVEMENT.

INSTALL 4” THICK CONCRETE SIDEWALK PER AMERICAN FORK CITY STANDARDS AND SPECIFICATIONS.THICKEN TO 6" AT DRIVE APPROACHES.

INSTALL 5" THICK CONCRETE SIDEWALK PER APWA STANDARD PLAN NO. 231 AND SPECIFICATIONS.

STAIRS IN SIDEWALK PER DETAIL 10/C-500. SEE GRADING PLAN FOR ELEVATION INFORMATION. SEE DETAIL14/C-500 FOR HANDRAIL INFORMATION.

INSTALL 24” TYPE "E" CURB AND GUTTER PER AMERICAN FORK CITY STANDARD DETAIL 15.1 ANDSPECIFICATIONS.

INSTALL 24” REVERSE PAN CURB AND GUTTER PER DETAIL 9/C-500.

TRANSITION BETWEEN TYPE "E" CURB AND GUTTER AND REVERSE PAN CURB AND GUTTER.

INSTALL 6” TYPE “P” CURB WALL PER APWA STANDARD PLAN NO. 209.

INSTALL 3' WATERWAY PER DETAIL 8/C-500.

INSTALL HANDICAP ACCESS RAMP PER APWA STANDARD PLAN NO. 235 WITH DETECTABLE WARNINGSURFACE PER APWA STANDARD PLAN NO. 238.

BENCH. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION.

MONUMENT SIGN. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION.

SCOPE OF WORK:PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THEDETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:

15

16

17

18

19

20

21

22

23

24

25

26

INSTALL ROCK RETAINING WALL PER DETAIL 11/C-500. SEE GRADING PLANS FOR ELEVATION INFORMATION.

INSTALL TRASH ENCLOSURE PER DETAIL 12/C-500 WITH 6" THICK CONCRETE APRON WITH #4 REBAR @ 24"O.C. E.W. ON 6” GRAVEL BASE.

4" WIDE SOLID WHITE PAVEMENT MARKING PER M.U.T.C.D. STANDARD PLANS.

4" WIDE DASH DROP WHITE PAVEMENT MARKING PER M.U.T.C.D. STANDARD PLANS.

8" WIDE SOLID WHITE PAVEMENT MARKING PER M.U.T.C.D. STANDARD PLANS.

4" DOUBLE YELLOW PAVEMENT MARKING PER M.U.T.C.D. STANDARD PLANS.

6" THICK CROSSWALK PAVEMENT MARKINGS PER M.U.T.C.D. STANDARD PLANS.

12" WIDE SOLID WHITE STOP BAR PER M.U.T.C.D. STANDARD PLANS.

PAINTED ADA SYMBOL AND ASSOCIATED HATCHING PER M.U.T.C.D. STANDARD PLANS.

INSTALL COMBINATION STREET AND "STOP" SIGN PER M.U.T.C.D. STANDARD PLANS.

PAINTED LANE-USE ARROWS PER M.U.T.C.D. STANDARD PLANS.

INSTALL COLUMN STREET LIGHT PER AMERICAN FORK CITY TOD STANDARDS AND SPECIFICATIONS.

REMOVE AND PROPERLY DISPOSE OF EXIST ASPHALT PAVEMENT.

REMOVE EXIST DRIVE APPROACH. INSTALL 30" STANDARD CURB AND GUTTER PER AMERICAN FORK CITYSTANDARD DETAIL 15.1 AND SPECIFICATIONS. MATCH EXIST CURB ELEVATIONS.

INSTALL 8' PRECAST FENCE PER DETAIL SHOWN ON SHEET C-504.

INSTALL BICYCLE PAVEMENT MARKINGS PER MUTCD STANDARD PLANS.

4" WIDE BROKEN YELLOW PAVEMENT MARKING PER MUTCD STANDARD PLANS.

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700 WEST

200 S

OUTH

2728

2820.0'

CHECKED BYDRAWN BY

PROJECT NUMBER

FOR:

PROJECT MANAGER

PRINT DATE

PHONE:

CONTACT:




CALL BLUESTAKES@ 811 AT LEAST 48 HOURSPRIOR TO THECOMMENCEMENT OF ANYCONSTRUCTION.

Know what's

R

BENCHMARKNORTHEAST CORNER OF SECTION 22TOWNSHIP 3 SOUTH, RANGE 1 WESTSALT LAKE BASE AND MERIDIAN

ELEV = 4565.30'


AMERICAN FORK TOD ZONINGDISTRICT: GARDEN

SUB-DISTRICT: GENERAL MIXED USE (G-MU)

BLOCK: TYPE 3LOT: TYPE 6

TOTAL DWELLING UNITS = 80TOTAL PARKING STALLS REQUIRED(@1.5 STALLS/UNIT) = 120

PARKING SUMMARYDESCRIPTION PARKING STALLS

GARAGE 48

TANDEM 48

OPEN 20

COVERED 30

ADA COVERED 2

TOTAL STALLS 148

LAND USE SUMMARY

AREA TYPE AREA (ACRES) PERCENTAGE(%)

BUILDING AREA 0.89 24.7

PARK/DRIVE 1.07 29.7

OPEN SPACE(PRIVATE) 0.71 19.8

PUBLIC R/WDEDICATION 0.93 25.8

TOTAL 3.61 100.0

TOTAL UNITS 80

DENSITY (DU/AC) 22

NOTE: THIS PARCEL IS LOCATEDWITHIN FEMA FLOOD ZONE "X"AS SHOWN ON FIRM PANEL4955170120B, EFFECTIVE07/17/2002

PHASE 1: TEMPORARY ACCESS ROAD


IRRIGABLE ACRES =0.59 AC

BUILDING SUMMARYBUILDING TYPE NUMBER OF

BUILDINGS1-BEDROOM

UNITS2 BEDROOM

UNITS3-BEDROOM

UNITS

10-PLEX 2 4 10 6

20-PLEX 3 12 39 9

TOTAL 5 16 49 15

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19

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452545214522

45234524

45264527

4528

4530

4527

4528

4529

4525

4523

4524

4526

4526

4526

4527

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4529

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4525

4523

45234524

4520

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4530

FF=4527.18FF=4527.14

FF=4528.58

FF=4523.00

FF=4523.21

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350 SOUTH

700 W

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PROPOSED PERMANENT GROUNDWATERMONITORING WELL LOCATION FORAMERICAN FORK CITY



3. ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLYINCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENTOF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALSAND PLACEMENT OF ACCEPTABLE FILL MATERIAL.

4. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS.

5. ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 45XX.XX ONTHESE PLANS.

6. LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHEDGRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FORADDITIONAL INFORMATION.

7. SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER ORSTORM DRAIN INLETS.

8. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONSBASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONSMAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY ORCOMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TODETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THEFIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'SFAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION INTHEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THECONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR ISRESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TOREMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEERPRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.

GENERAL NOTES

9. ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR APWA STANDARD PLANSAND SPECIFICATIONS.

10. ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS.NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.

11. ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEEPLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO HAVEMINIMUM 1% SLOPE.

12. THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNINGAGENCY'S STANDARDS AND SPECIFICATIONS.

13. NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,OR STORM DRAIN STRUCTURES OR PIPES.


CHECKED BYDRAWN BY

PROJECT NUMBER

FOR:

PROJECT MANAGER

PRINT DATE

PHONE:

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Know what's

R


ELEV = 4565.30'


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FF=4523.00

GF=2

2.67

GF=2

2.67

GF=2

2.67

GF=2

2.67

FF=4523.21

FF=4527.18

350 SOUTH

FL22.40

FL21.63

4525

4522

4523

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4526 4527

452545214522

45234524

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1.9%

1.0%

3.3%

4.3%

4.7%

5.0%

TBC25.49

TBC23.21

TBC25.74

TBC24.86

7.3%

3.4%

3.6%

2.4%

2.7%

TBC23.00

TBC23.00

D

D

D

D

DD

D

D

sd

sd

sdsd

sd sd sd sd

sdsdsdsdsd

sdsd

sdsd

sdsd

sd

SD SD SD SD SD SD SD

SDSD

SD

SDSD

SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

sdsdsd

SDSD

SD SD SD

1.2%

2.0%

0.6%

0.6%1.3%1.4%

1.7% 1.7%

1

2

INSTALL 18" CLASS III RCP-SD8.22 L.F. @ 0.24% SLOPE INSTALL 18" CLASS III RCP-SD 86.68 L.F. @ 0.23% SLOPE

INSTALL RELOCATEDWATER QUALITY UNIT #321

RIM=4521.08FL(OUT-S)=4516.01

FL(IN-N)=4516.01

INSTALL 8" SDR-35 PVC-SD5.12 L.F. @ 11.07% SLOPE

INSTALL 18" CLASS III RCP-SD12.22 L.F. @ 0.26% SLOPE

INSTALL SDCB #323TOG=4520.31

FL(IN-N)=4515.98FL(OUT-S)=4515.98


INSTALL 5' SDCO #324RIM=4520.80FL(IN-N)=4515.93FL(IN-E)=4516.18FL(OUT-S)=4515.93


INSTALL SDCB #327TOG=4520.31FL(IN-N)=4515.88FL(OUT-S)=4515.88


SS III RCP-SD 148.26 L.F. @ 0.50% SLOPE INSTALL 5' SDCO #332RIM=4521.07FL(IN-E)=4515.82FL(OUT-W)=4515.82FL(IN-N)=4515.82

EXIST 18" CLASS III RCP-SD(ABANDON IN PLACE) 131.21 L.F. @ 0.50% SLOPE

EXIST 18" CLASS III RCP-SD(ABANDON IN PLACE)

(GROUT AND CAP ON NORTH END)

EXIST 4' SDCO(ABANDON IN PLACE) #502

RIM=4523.02FL(IN-N)=4516.48

FL(OUT-W)=4516.48

EXIST UNISTORMWATER QUALITY UNITTO BE RELOCATED #500RIM=4523.65FL(IN-N)=4519.11FL(OUT-S)=4519.11

EXIST 18" CLASS III RCP-SDTO BE REMOVED

INSTALL 5' SDCO #337RIM=4522.64FL(IN-N)=4519.34FL(OUT-S)=4519.34FL(OUT-W)=4516.33FL(IN-E)=4516.33

EXIST 18" CLASS III RCP-SD186.55 L.F. @ 0.41% SLOPE

INSTALL 5' SDCOW/ORIFICE PLATE ON SOUTH

WALL PER DETAIL 13/C-500 #345RIM=4521.61

FL(IN-E)=4516.03FL(OUT-S)=4516.03

FL(IN-N)=4516.03

INSTALL 18" N12 HDPE-SD20.73 L.F. @ 0.32% SLOPE

INSTALL SDCB #320TOG=4521.53FL(IN-E)=4516.23FL(OUT-W)=4516.23



INSTALL SDCB #328TOG=4521.90FL(OUT-S)=4517.98

INSTALL 5' SDCO #325RIM=4522.38FL(OUT-W)=4517.88FL(IN-E)=4517.88FL(IN-N)=4517.88

INSTALL 15" CLASS III RCP-SD 258.36 L.F. @ 1.00% SLOPE


INSTALL 5' SDCO #319RIM=4522.19

FL(IN-N)=4516.52FL(OUT-W)=4516.52

FL(IN-E)=4519.52



INSTALL 12"X12" YD #317TOG=4521.76

FL(IN-N)=4516.60FL(OUT-S)=4516.60


INSTALL SDCB #315TOG=4525.29FL(IN-E)=4517.43FL(OUT-W)=4517.43

INSTALL SDCB #333TOG=4524.00FL(OUT-S)=4517.12 INSTALL 15" CLASS III RCP-SD

14.54 L.F. @ 2.50% SLOPE



INSTALL 12"X12" YD #335TOG=4521.51

FL(OUT-S)=4518.45FL(IN-N)=4518.45

INSTALL 12"X12" YD #336TOG=4521.83

FL(OUT-S)=4519.33

EXIST SDCB-CURB #205TOG=4525.22

FL(IN-N)=4520.11FL(IN-W)=4520.11

FL(OUT-S)=4520.11

1.1%

2.0%

2.0%

FG22.33

TBC25.38

TBC25.98 TBC

26.94 TBC27.99 TBC/HP

28.56

TBC/HP26.86

TBC26.82

TBC26.85

TBC27.18

FG22.33

TOC22.50

TOC22.23

TOC20.85

TOC22.33

4.5%

FG22.33

FL22.02

FL22.90

1.1%

1.4%

20.85TBC

TBC21.44

TBC22.30 TBC

25.07

TBC25.13

TBC22.30TBC

20.7220.49TBC

TBC21.93

TBC22.46

TBC23.14

TBC25.65

TBC24.64

TBC24.42

TBC25.22 TBC

25.96

TBC24.55

TBC26.23

TBC26.11

TBC25.75

TBC27.18

GF=26.85 GF=26.85 GF=26.85 GF=26.85

7.4%

5.9%

4.7%

3.2%

2.0%3.5%

4.8%6.1%

FL26.37FL

25.42

TBC27.14

FG26.51

FG26.51

TS26.50

BS24.66

BS23.77

2.7%

TOC26.56

TOC25.32

TBC26.84

FL25.89

TBC23.10

GF=2

2.88

GF=2

2.88

TBC22.88

3.1%

1.7%

1.5%

2.0%

GRADE BREAK

TBC25.88

TOC25.12

FG22.12

TOC25.80

FG22.80

TOC24.60

FG22.31

TOC23.97

FG22.54

FG22.54TBC

23.42

TOC24.24

FG22.28

INSTALL 30" NYLOPLAST MHW/SLOTTED GRATE #344RIM=4522.01

INSTALL 30" NYLOPLAST MHW/SLOTTED GRATE #334RIM=4522.01

INSTALL 30" NYLOPLAST MH #346RIM=4522.16

2.0%

2.0%

TOC23.21

FG22.54

FG22.57

TOW23.21

TOW26.34

TOC23.05

TOW26.37

TOC22.86

TOW26.39

TOC23.16

TOC23.95 TOW

25.34

TOW25.29

FG26.59 FG

26.68

SDSD

SD SD SD

2.0%

1.5%1.2

%

TBC26.62

TBC26.50

TBC26.77

TBC26.53

TBC26.48

TBC26.75



INSTALL 12"X12" YD #351TOG=4525.34FL(OUT-W)=4521.51FL(IN-E)=4521.51

INSTALL 12"X12" YD #352TOG=4525.56FL(OUT-W)=4521.86FL(OUT-E)=4521.86FL(IN-E)=4521.86


INSTALL 12"X12" YD #354TOG=4526.38FL(OUT-W)=4522.11


INSTALL 12"X12" YD #350TOG=4522.11FL(OUT-W)=4517.50FL(IN-N)=4517.50

TOC22.45

TOC22.39

FL22.23

TOC22.18

TOC21.86

START OF 2' RETAININGAGAINST PRECAST FENCE

END OF 2' RETAININGAGAINST PRECAST FENCE

TS26.43


TOC22.86

TOC24.36

TOC24.79

TOC25.19

TBC24.79

1

2

UNDERGROUND DETENTION GALLERY #1 - ADS STORMTECH MC-3500 CHAMBER SYSTEM(34 CHAMBERS W/ 4 END CAPS)

BTM GRAVEL = 4515.32BTM CHAMBERS = 4516.10TOP CHAMBERS = 4519.85TOP GRAVEL = 4520.85STORAGE PROVIDED = 6,714 C.F.STORAGE REQUIRED = 6,686 C.F.



SCOPE OF WORK:PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THEDETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:1. ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.








GENERAL NOTES







NOT TO SCALEKEY MAP

C-201 C-202

CHECKED BYDRAWN BY

PROJECT NUMBER

FOR:

PROJECT MANAGER

PRINT DATE

PHONE:

CONTACT:





Know what's

R


ELEV = 4565.30'

SEE

DRAW

ING

C-20

2SE

E DR

AWIN

G C-

202


5.2.a

Packet Pg. 34

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350 SOUTH

700 WEST

D

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4527

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4526

45254526

4527

4530

4529

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4528

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4535

4525

4526

4527

4528

4528

EXIST SDCB(ADJUST GRATE TO GRADE)EXIST GRATE=4528.31 #509

TOG=4528.85FL(OUT-E)=4525.85

EXIST 15" CLASS III RCP-SD45.19 L.F. @ 0.49% SLOPE

EXIS

T 18

" CLA

SS III

RCP

-SD

130.7

4 L.F

. @ 0.

50%

SLO

PEEX

IST

15" C

LASS

III R

CP-S

D 27

8.15 L

.F. @

0.56

% S

LOPE

EXIST 5' SDCO #507RIM=4530.17FL(IN-N)=4525.63FL(OUT-S)=4525.63FL(IN-W)=4525.63

INSTALL 8" SDR-35 PVC-SD 71.53 L.F. @ 1.98% SLOPE

INST

ALL 8

" SDR

-35 P

VC-S

D 70

.12 L.

F. @

0.50

% S

LOPE


INSTALL 12"X12" YD #339TOG=4525.87

FL(OUT-W)=4522.86FL(IN-S)=4522.86FL(IN-E)=4522.86

INSTALL 12"X12" YD #342TOG=4527.41FL(OUT-W)=4524.28FL(IN-N)=4524.28


INSTALL SDCB #316TOG=4525.89FL(OUT-W)=4520.64FL(IN-E)=4521.22


INSTALL 5' SDCO #326RIM=4525.26FL(OUT-W)=4520.46FL(IN-N)=4520.46FL(IN-S)=4520.46


INSTALL SDCB #330TOG=4524.78FL(OUT-S)=4520.56


INSTALL SDCB #331TOG=4524.93FL(OUT-N)=4520.54


INSTALL 12"X12" YD #340TOG=4526.22

FL(OUT-N)=4523.21FL(IN-W)=4523.21

INSTALL 12"X12" YD #341TOG=4525.71

FL(OUT-E)=4523.65FL(IN-W)=4523.65

INSTALL 12"X12" YD #343TOG=4527.28FL(OUT-S)=4525.41

1.1%

0.3%

2.0%

0.6%

1.7%

1.7%

3.2%

3.3%

3.8%

5.3%

5.3%

4.1%

3.6%

1.6%

8.5%

5.9%

4.8%

1.0%

GRAD

E BR

EAK

FF=4527.14

FF=4528.58

0.7%0.6%

GF=4526.81

TBC/HP28.52 TBC

28.21

TBC27.59

TBC28.60

TBC29.02

TBC28.67

28.55TBC

TBC27.62

TBC29.15

TBC28.76

TBC28.69

TBC28.64

TBC28.85

TBC28.79

FL28.27 FL

27.41

FL27.34

TBC30.14

TBC29.62

TBC29.31

TBC29.11

TBC27.84

TBC25.07 TBC

26.46

GF=4526.81 GF=4526.81 GF=4526.81

GF=4

528.2

5

TBC27.91

TBC25.14 TBC

26.52

28.44

TBC

TOC27.51

TOC27.83

TBC29.14

GF=4

528.2

5

TBC28.58

TOC28.58

BS28.42

TS30.10

FG28.55

FG28.57

FL26.33

TBC/HP26.86

TBC26.84

TBC27.13 TBC

27.14

TBC26.98

TBC27.11

FG26.04 FG

26.46

28.5728.83

29.3329.85

28.18

0.5%

TBC/LP28.05

0.9%

2.0% 2.1

%1.8

%

TOC26.64

TOC25.74

TOC27.14

TOC26.63

2.0%

2.0%

SDSD SD

SD

INSTALL 12"X12" YD #347TOG=4526.01FL(OUT-E)=4524.00




INSTALL 12"X12" YD #349TOG=4528.14

FL(OUT-S)=4524.65FL(IN-N)=4524.65

INSTALL 12"X12" YD #348TOG=4526.43

FL(OUT-E)=4523.42FL(IN-W)=4523.42

TBC28.09

TBC28.25

TBC27.50

TBC28.29

2.0%

2.3%

2.0%

PROPOSED PERMANENTGROUNDWATER MONITORING WELL

LOCATION FOR AF CITY

TOC26.50

TOC25.92

4.5%

TOW28.79

FG28.29

TOW30.26

FG28.26

TOW30.06

FG28.07

TOW29.64

FG28.21

TOW28.71

FG28.17

TOW29.67

NOT TO SCALEKEY MAP

C-201 C-202

1

2





SCOPE OF WORK:PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THEDETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:1. ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.








GENERAL NOTES







CHECKED BYDRAWN BY

PROJECT NUMBER

FOR:

PROJECT MANAGER

PRINT DATE

PHONE:

CONTACT:





Know what's

R


ELEV = 4565.30'

SEE

DRAW

ING

C-20

1SE

E DR

AWIN

G C-

201


5.2.a

Packet Pg. 35

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SD SD SD SD SD SD

SD

SDSD

SD SD SD SD SD SD SD SD SD

sdsd

SD

SD

SD

SD

SD

SD

SD

S

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S

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ssssssssssssssssssssssss

ss

ssss

ssssssssss

ssss

ssss

ss

SS SS SS SS SS SS SS SS SS SS SS

PHASE 1

350 SOUTH

700 W

EST

INSTALL 8" SDR-35 PVC-SAN SWR 422.17 L.F. @ 0.40% SLOPEINSTALL 4' SSMH #117RIM=4527.47FL(OUT-W)=4519.25

EXIST 12" SDR-35 PVC-SAN SWR63.02 L.F. @ 1.97% SLOPE

EXIST 5' SSMH #101RIM=4525.40

FL(IN-N)=4518.70FL(IN-E)=4518.90

FL(OUT-S)=4518.60

EXIS

T 12

" SDR

-35 P

VC-S

AN S

WR

193.7

6 L.F

. @ 1.

97%

SLO

PE

INSTALL 5' SSMH #116RIM=4523.44

FL(IN-N)=4517.36FL(OUT-S)=4517.36

FL(IN-E)=4517.56

EXIST 5' SSMH(ADJUST RIM TO GRADE) #110RIM=4521.68FL(IN-N)=4513.54FL(OUT-W)=4513.34

EXIST 12" SDR-35 PVC-SAN SWR 407.71 L.F. @ 0.40% SLOPE

15.0'

7.5'

5.4'

8.5'

11.0'

11.2'

2.9'

EXIST FH

EXIST 12" CULINARY WATER LINE

EXIST 8" PRESSURIZED IRRIGATION LINE

EXIST 12" CULINARY WATER LINE

EXIST 8" PRESSURIZEDIRRIGATION LINE

EXIST 8" D.I. CULINARY WATER LINE

EXIS

T 8"

D.I.

CULIN

ARY

WAT

ER LI

NE


EXIST FH

1(TYP.)

1(TYP.)

1 (TYP.)

2 (TYP.)

3

3510

10

9

2(TYP.)

SD SD

SD

SD SD

1(TYP.)

13

13

13 SEE DETAIL 1SEE DETAIL5

SEE DETAIL 3

8

612

13

SEE DETAIL4

2(TYP.)

SEE DETAIL1

INSTALL 12"X8" TEE W/THRUST BLOCK AND

(1) 8" GATE VALVE AND(1) 12" GATE VALVE

FLANGED TO TEE

2(TYP.)

8

5.0'

8



3. ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER AMERICAN FORK CITY STANDARD PLANS ANDSPECIFICATIONS.

4. ALL WATER INFRASTRUCTURE TO BE INSTALLED PER AMERICAN FORK CITY STANDARD PLANS ANDSPECIFICATIONS.

6. DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'SSTANDARDS AND SPECIFICATIONS.

7. PROJECT SHALL COMPLY WITH ALL UTAH DIVISION OF DRINKING WATER RULES AND REGULATIONS INCLUDING,BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW PROTECTION AND CROSS CONNECTION PREVENTION.

GENERAL NOTES8. THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.

9. NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURESOR PIPES.



12. ALL SANITARY SEWER MAINS AND LATERALS MUST BE INSPECTED AND APPROVED BY THE CITY INSPECTORBEFORE TRENCH BACKFILLING IS COMPLETED.

13. SEWER CLEANOUTS MUST BE INSTALLED AT A MAXIMUM OF 5' FROM BUILDING FOUNDATION AND AT NO MORETHAN 75' SPACING.

14. ALL LATERAL CONNECTIONS SHALL INSERT-A-TEE OR WYE AT TEN O'CLOCK OR TWO O'CLOCK POSITION TOTHE CENTER OF THE MAIN LINE AND SHALL BE ENCASED IN CONCRETE AFTER INSPECTION IS MADE.

15. ANY ABANDONED PIPES SHALL HAVE THE CAPS OR PLUGS VISIBLE FROM THE MANHOLE.

9

10

11

INSTALL 8" C900 PVC CULINARY WATER LINE, INCLUDING ALL MECHANICAL RESTRAINTS, FITTINGS,INSTALLATION, TRACER WIRE, AND TRENCHING PER AMERICAN FORK CITY STANDARDS ANDSPECIFICATIONS.

INSTALL 12" C900 PVC CULINARY WATER LINE, INCLUDING ALL MECHANICAL RESTRAINTS, FITTINGS,INSTALLATION, TRACER WIRE, AND TRENCHING PER AMERICAN FORK CITY STANDARDS ANDSPECIFICATIONS.

NOT USED.

INSTALL (2) 6" PVC CONDUIT W/HANDHOLES ON EITHER END PER AMERICAN FORK CITY SPECIFICATIONS.

INSTALL 2" POLY FIRELINE WITH FDC PER AMERICAN FORK CITY STANDARDS AND SPECIFICATIONS.

12

13

7

8

1

2

3

4

5

6

INSTALL 6" SDR-35 PVC SANITARY SEWER LATERAL @ 2.00% MIN SLOPE PER AMERICAN FORK CITYSTANDARD DETAILS 15.19 AND 15.23 AND SPECIFICATIONS.

INSTALL 1-1/2" WATER METER AND VAULT PER AMERICAN FORK CITY STANDARD DETAILS 15.3-15.5 ANDSPECIFICATIONS.

CONNECT TO EXISTING WATERLINE STUB. (CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION.)

NOT USED.

CUT IN 12" TEE W/THRUST BLOCK AND W/(2) 12" GATE VALVES FLANGED TO TEE PER AMERICAN FORK CITYSTANDARDS AND SPECIFICATIONS.

INSTALL (2) #2 CONDUIT W/(2) TYPE III CONCRETE JUNCTION BOXES PER AMERICAN FORK CITYSPECIFICATIONS.

NOT USED.

INSTALL FIRE HYDRANT ASSEMBLY (COMPLETE) PER AMERICAN FORK CITY STANDARD DETAIL 15.3A ANDSPECIFICATIONS.


CHECKED BYDRAWN BY

PROJECT NUMBER

FOR:

PROJECT MANAGER

PRINT DATE

PHONE:

CONTACT:





Know what's

R


ELEV = 4565.30'


1 12" TEE & 12"X8" TEE RESTRAINT DETAIL 2 90° BEND RESTRAINT DETAIL 3 8" 22.5° BEND RESTRAINT DETAIL 4 8"X6" TEE RESTRAINT DETAIL

9 Ft. 9 Ft.4 Ft. 4 Ft.

5.2.a

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RDRD

RD RD RD

RD

PHASE 1

D

D

D

D

D

D

D

DD

D

D

sd

sdsd

sdsdsdsd

sd

sd sd sd

sdsdsd

sdsd

sdsd

sdsd

sdsd

sd

sdsd

sdsd

SD SD SD SD SD SD

SD

SDSD

SD SD SD SD SD SD SD SD SD

sdsd

SD

SD

SD

SD

SD

SD

SD

4525

4521 4522 4523 4524 4526 4527

4528

4525

45224523

4524 4526

4527

4527

45284528

4528

4523

4524

4520

45254525

4525

4521

4522

4523

4524

4526

4527

4528

4529

4529

452945294529

4520

4519

4520

4520

4525

4521

4522

4522

4522

45234523

4523 4524

350 SOUTH

700 W

EST

SFSF

SFSF

SF

SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF

1

1

1

1

1

1

1

1

11

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2

2

SD SD

SD

SD SD

31111

1

1

1

2

3

4

5

6

INLET PROTECTION PER DETAIL 5/C-500.

SILT FENCE PER DETAIL 7/C-500.

PORTABLE TOILET PER DETAIL 6/C-500.

VEHICLE WASHDOWN AND STABILIZED CONSTRUCTION ENTRANCE PER DETAIL 4/C-500.

SUGGESTED TEMPORARY CONSTRUCTION SITE PARKING, STAGING, DUMPSTER, AND MATERIAL STORAGEAREA.

SUGGESTED STOCKPILE AREA.

CONCRETE WASHOUT AREA PER DETAIL 3/C-500.


7

1. THIS PLAN IS DESIGNED AS A FIRST APPRAISAL OF NECESSARY MEANS TO PROTECT THE WATERS OF THESTATE FROM POTENTIAL POLLUTION. IT IS THE RESPONSIBILITY OF THE OWNER/OPERATOR TO ADDWARRANTED BEST MANAGEMENT PRACTICES (BMP'S) AS NECESSARY, MODIFY THOSE SHOWN ASAPPROPRIATE, AND DELETE FROM THE PROJECT THOSE FOUND TO BE UNNECESSARY. FEDERAL AND STATELAW ALLOWS THESE UPDATES TO BE MADE BY THE OWNER/OPERATOR ONSITE AND RECORDED BY THEOWNER/OPERATOR ON THE COPY OF THE SWPPP KEPT ONSITE.

2. DISTURBED LAND SHALL BE KEPT TO A MINIMUM. STABILIZATION MEASURES SHALL BE INITIATED AS SOON ASPRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY ORPERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THATPORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. HOWEVER, WHERE CONSTRUCTIONACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BERESUMED WITHIN 21 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THATPORTION OF THE SITE.

3. RESEED DISTURBED LAND WITH NATIVE GRASS MIXTURE WITHIN 14 CALENDAR DAYS OF ACHIEVEMENT OFFINISH GRADE TO STABILIZE SOILS IF LAND IS NOT TO BE RE-WORKED WITHIN 14 CALENDAR DAYS OF THECESSATION OF CONSTRUCTION ACTIVITIES AT THAT LOCATION.

4. DETAILS SHOWN ARE TO BE EMPLOYED TO PROTECT RUNOFF AS APPROPRIATE DURING CONSTRUCTION.NOT ALL DETAILS ARE NECESSARY AT ALL PHASES OF THE PROJECT. IT SHALL BE THE RESPONSIBILITY OFTHE OWNER/OPERATOR TO USE APPROPRIATE BEST MANAGEMENT PRACTICES AT THE APPROPRIATE PHASEOF CONSTRUCTION. SEE SWPPP FOR BMP IMPLEMENTATION SCHEDULE.

5. VARIOUS BEST MANAGEMENT PRACTICES HAVE BEEN SHOWN ON THE PLANS AT SUGGESTED LOCATIONS.THE CONTRACTOR MAY MOVE AND RECONFIGURE THESE BMP'S TO OTHER LOCATIONS IF PREFERRED,PROVIDED THE INTENT OF THE DESIGN IS PRESERVED.

6. NOT ALL POSSIBLE BMP'S HAVE BEEN SHOWN. THE CONTRACTOR IS RESPONSIBLE TO APPLY CORRECTMEASURES TO PREVENT THE POLLUTION OF STORM WATER PER PROJECT SWPPP.

7. A UPDES (UTAH POLLUTANT DISCHARGE ELIMINATION SYSTEM) PERMIT IS REQUIRED FOR ALL CONSTRUCTIONACTIVITIES 1 ACRE OR MORE.

GENERAL NOTES

CHECKED BYDRAWN BY

PROJECT NUMBER

FOR:

PROJECT MANAGER

PRINT DATE

PHONE:

CONTACT:





Know what's

R


ELEV = 4565.30'


5.2.a

Packet Pg. 37

Att

ach

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AF

Ph

ase

2 -

Dev

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ent

Ag

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ent

(A

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t fo

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ead

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s at

Am

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an

4500

4504

4508

4512

4516

4520

4524

4528

4532

4536

4540

4500

4504

4508

4512

4516

4520

4524

4528

4532

4536

4540

10+00 11+00 12+00 13+00 13+70

4520

.6245

20.2

4520

.8445

18.8

4521

.0645

19.5

4521

.2845

19.7

4521

.5145

19.9

4521

.7345

20.3

4521

.9545

20.9

4522

.1845

21.8

4522

.4045

22.2

4522

.6245

22.3

4522

.8445

22.4

4523

.0745

22.5

4523

.2945

22.6

4523

.5145

22.7

4523

.7445

23.1

4523

.9645

23.4

4524

.1845

23.6

4524

.4045

23.7

1.11%

STA:

10+1

2.90

ELEV

.=45

20.54

1.11%

STA:

10+1

2.90

ELEV

.=45

20.54

FINISH GRADE AT ROAD CL

EXIST GRADE AT ROAD CL

CONNECT TO EXIST WATER LINE(CONTRACTOR TO FIELD VERIFY

LOCATION AND ELEVATION)

11+4

5.52 (

16.50

R)

EXIS

T 5'

SSMH

(ADJ

UST

RIM

TO G

RADE

) #11

0RI

M=45

21.68

FL(In-N)=4513.54FL(Out-W)=4513.34


INSTALL 15" CLASS III RCP-SD

141.93 L.F. @ 1.20% SLOPE

10+3

6.44 (

0.00 )

INST

ALL 5

' SDC

O #3

24RI

M=45

20.80

FL(In-N)=4515.93FL(In-E)=4516.18

FL(Out-S)=4515.93

11+7

8.37 (

0.00 )

INST

ALL 5

' SDC

O #3

25RI

M=45

22.38

FL(In-E)=4517.88FL(In-N)=4517.88

FL(Out-W)=4517.88


258.36 L.F. @ 1.00% SLOPE

INSTALL 12" C900 PVC CULINARY WATER LINE

5.0'

STA:

13+7

0.00

ELEV

.=45

24.52

PVI S

TA:10

+34.0

4EL

EV.=

4518

.10

SSSS

SSSS

SS

WW

W

W W

WW

W

WWW

G

WWWWWWWWWWWWWWW

G

G G G G G G G G G G

SSSSSSSS

W

COCO

RD

RD

RD

RD

RD

RD

RD

E

E E E E EE E E E E E EW

G

W

WW

W

FWL

FWL

FWL

FWL

W

10+0

0

11+0

0

12+0

0

13+0

0

10+5

0

11+5

0

12+5

0

13+5

0

xxxxxxxxxxxxxxx

pipi

pi

ww

D

D

D

DD

D

D

sdsdsdsdsd

sd SD

SDSD

SD

SD SD SD SD SD SD SD SD SD SD SD SD SD

sdsd

SD SD SD

Sssssssssssssss

ssss

ss 1

22

2

6 6

3 3

3

44


10+36.44 (20.25 L)INSTALL SDCB #323

TOG=4520.31FL(IN-N)=4515.98

FL(OUT-S)=4515.98



10+36.44 (0.00 )INSTALL 5' SDCO #324


10+36.44 (20.25 R)INSTALL SDCB #327TOG=4520.31FL(IN-N)=4515.88FL(OUT-S)=4515.88


EXIST 18" CLASS III RCP-SD(ABANDON IN PLACE)10+27.65 (42.18 R)

INSTALL 5' SDCO #332RIM=4521.07FL(OUT-W)=4515.82FL(IN-E)=4515.82FL(IN-N)=4515.82

EXIST 18" CLASS III RCP-SD(ABANDON IN PLACE)(GROUT AND CAP ON NORTH END)

11+58.84 (39.35 R)EXIST 4' SDCO(ABANDON IN PLACE) #502

EXIST 12" SDR-35 PVC-SAN SWR

11+45.52 (16.50 R)EXIST 5' SSMH

(ADJUST RIM TO GRADE) #110


EXIST 18" CLASS III RCP-SDTO BE REMOVED

11+59.67 (15.09 R)EXIST UNISTORM

WATER QUALITY UNITTO BE RELOCATED #500

RIM=4523.65FL(OUT-S)=4519.11

FL(IN-N)=4519.11


11+78.37 (20.25 L)INSTALL SDCB #328TOG=4521.90FL(OUT-S)=4517.98

11+78.37 (0.00 )INSTALL 5' SDCO #325

CONNECT TO EXIST WATER LINE(CONTRACTOR TO FIELD VERIFY

LOCATION AND ELEVATION)

20.89

10+94.67 (28.44 L)INSTALL FIRE HYDRANT

20.49

21.45

21.45 22.01

22.56

22.56

23.12

23.12

23.68

23.68

24.24

24.24

20.7420.80

SD SD SD

11+32.05 (8.50 L)INSTALL 12"X8" TEE

W/THRUST BLOCK AND(1) 12" G.V. AND (1) 8" G.V.

FLANGED TO TEE


1

2

3




12" C-900 PVC POTABLE WATER LINE PER AMERICAN FORK CITY STANDARDS AND SPECIFICATIONS.

NOT USED.

HANDICAP ACCESS RAMP PER APWA STANDARD PLAN NO. 235 WITH DETECTABLE WARNING SURFACE PERAPWA STANDARD PLAN NO. 238.


4

5

6

350 SOUTH ( IN FEET )HORZ: 1 inch = ft.VERT: 1 inch = ft.

CHECKED BYDRAWN BY

PROJECT NUMBER

FOR:

PROJECT MANAGER

PRINT DATE

PHONE:

CONTACT:





Know what's

R


ELEV = 4565.30'

MATC

HLIN

ESE

E DR

AWIN

G PP

-2

5.2.a

Packet Pg. 38

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s at

Am

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4500

4504

4508

4512

4516

4520

4524

4528

4532

4536

4540

4500

4504

4508

4512

4516

4520

4524

4528

4532

4536

4540

13+70 14+00 15+00 16+00 17+00 17+40

2.00%

STA:

16+7

3.45

ELEV

.=45

27.90

STA:

17+0

5.95

ELEV

.=45

28.55

4524

.6345

23.8

4524

.8545

23.9

4525

.0745

23.9

4525

.3045

24.2

4525

.5245

24.6

4525

.7445

25.0

4525

.9645

31.2

4526

.1945

31.3

4526

.4145

28.0

4526

.6345

26.7

4526

.8645

26.0

4527

.0845

26.5

4527

.3045

26.4

4527

.5245

26.8

4527

.7545

27.0

4528

.0345

27.1

4528

.4345

28.4

1.11%

14+3

6.73 (

0.00 )

INST

ALL 5

' SDC

O #3

26RI

M=45

25.26


258.36 L.F. @ 1.00% SLOPE

FL(In-N)=4520.46FL(In-S)=4520.46

FL(Out-W)=4520.46

5.0'

INSTALL 12" C900 PVC CULINARY WATER LINE

FINISH GRADE AT ROAD CL

EXIST GRADE AT ROAD CL

CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING WATER LINES

STA:

13+7

0.00

ELEV

.=45

24.52

G

WWWWWWWWWWWWWW

G G G G G G G G G G G G G

RD

RD

RD RD

RD

RDG G

G

E E E E E E E E E E E E

EE

W W W W W

WW

WW

WW

WWWW

FWL

FWL

FWL

WW

WWWW

WW

WW

W

W

14+0

0

15+0

0

16+0

0

17+0

0

17+4

0

14+5

0

15+5

0

16+5

0

700 W

EST

xx

xx

xxxxxxxxxxxxxxx

ww

ww

w

pipi

pipi

pi

w

pi

D

D

sdsd

sdsd

SD SD SD

SD

SD

17+08.37 (8.50 L)CUT IN 12" TEEW/THRUST BLOCK &W/(2) 12" G.V.'S FLANGED TO TEE

14+36.73 (0.00 )INSTALL 5' SDCO #326



14+36.73 (16.25 R)INSTALL SDCB #331TOG=4524.93FL(OUT-N)=4520.54

14+36.73 (20.25 L)INSTALL SDCB #330

TOG=4524.78FL(OUT-S)=4520.56

27.58

27.66

26.46

26.54

25.91

25.99

25.35

25.43

24.79

24.80

6

6

1

43

2 2

22

3

33

EXISTING 12" CULINARY WATER LINE

EXISTING 8" PRESSURIZED IRRIGATION LINE

EXIST FIRE HYDRANT

EXIS

T 18

" CLA

SS III

RCP

-SD

130.7

4 L.F

. @ 0.

50%

SLO

PE

EXIST 5' SDCO #508

27.99

27.50

28.29

28.44

27.84 28.09

28.25

29.11

SDSD SD

REMOVE EXIST ADA RAMP

25.13

27.02

27.10


1

2

3




12" C-900 PVC POTABLE WATER LINE PER AMERICAN FORK CITY STANDARDS AND SPECIFICATIONS.

NOT USED.

HANDICAP ACCESS RAMP PER APWA STANDARD PLAN NO. 235 WITH DETECTABLE WARNING SURFACE PERAPWA STANDARD PLAN NO. 238.


4

5

6

350 SOUTH ( IN FEET )HORZ: 1 inch = ft.VERT: 1 inch = ft.

CHECKED BYDRAWN BY

PROJECT NUMBER

FOR:

PROJECT MANAGER

PRINT DATE

PHONE:

CONTACT:





Know what's

R


ELEV = 4565.30'

MATCHLINESEE DRAW

ING PP-1

5.2.a

Packet Pg. 39

Att

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2 -

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s at

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an

WW

RD

RD

xx

x

D

D

D

sdsd

SD SD

d

ssss

ssss

0+00

0+60

0+50

350 S

OUTH

0+09.75 (0.00 )INSTALL SDCB #323


0+30 (0.00 )INSTALL 5' SDCO #324


0+50.25 (0.00 )INSTALL SDCB #327


INSTALL 5' SDCO #332RIM=4521.07FL(IN-E)=4515.82FL(OUT-W)=4515.82FL(IN-N)=4515.82


INST

ALL 1

5" C

LASS

III R

CP-S

D14

1.93 L

.F. @

1.20

% S

LOPE

4496

4500

4504

4508

4512

4516

4520

4524

4528

4532

4536

4496

4500

4504

4508

4512

4516

4520

4524

4528

4532

4536

0+00 0+60

4520

.6045

19.0

4520

.6045

19.1

4496

4500

4504

4508

4512

4516

4520

4524

4528

4532

4536

4496

4500

4504

4508

4512

4516

4520

4524

4528

4532

4536

0+00 0+60

4522

.1845

22.0

4522

.1845

22.3

4496

4500

4504

4508

4512

4516

4520

4524

4528

4532

4536

4496

4500

4504

4508

4512

4516

4520

4524

4528

4532

4536

0+00 0+60

4525

.0645

24.3

4525

.0645

24.1

FINISH GRADE AT STORM DRAIN CL

EXIST GRADE AT STORM DRAIN CL


0+09

.75 (0

.00 )

INST

ALL S

DCB

#323

TOG=

4520

.31

FL(In-N)=4515.98FL(Out-S)=4515.98


0+30

(0.00

)IN

STAL

L 5' S

DCO

#324

RIM=

4520

.80

FL(In-N)=4515.93FL(In-E)=4516.18FL(Out-S)=4515.93


0+50

.25 (0

.00 )

INST

ALL S

DCB

#327

TOG=

4520

.31

FL(In-N)=4515.88FL(Out-S)=4515.88


0+09

.75 (0

.00 )

INST

ALL S

DCB

#328

TOG=

4521

.90


0+30

(0.00

)IN

STAL

L 5' S

DCO

#325

RIM=

4522

.38

FL(Out-S)=4517.98FL(In-E)=4517.88FL(In-N)=4517.88

FL(Out-W)=4517.88

0+09

.75 (0

.00 )

INST

ALL S

DCB

#330

RIM=

4524

.78

FL(Out-S)=4520.56



FL(In-N)=4520.46FL(In-S)=4520.46

FL(Out-W)=4520.46

0+46

.25 (0

.00 )

INST

ALL S

DCB

#331

RIM=

4524

.93

FL(Out-N)=4520.54

0+30

(0.00

)IN

STAL

L 5' S

DCO

#326

RIM=

4525

.26






INSTALL 12" C900 PVCCULINARY WATER LINE

5.0'


5.0'


5.0'

DEFLECT CULINARY WATER LINEUNDER STORM DRAIN TO ACHIEVEREQUIRED VERTICAL CLEARANCE



W W

WW

W

WW

W

GG

GG

SSSS

SSSS

COE

EE

E

xx

x

D

D

D

d

sdSD

SD

SDSD

SD

S

ss ss ss

0+00

0+60

0+50

350 S

OUTH

INST

ALL 1

5" C

LASS

III R

CP-S

D14

1.93 L

.F. @

1.20

% S

LOPE


0+09.75 (0.00 )INSTALL SDCB #328 0+30 (0.00 )

INSTALL 5' SDCO #325INST

ALL 1

5" C

LASS

III R

CP-S

D25

8.36 L

.F. @

1.00

% S

LOPE

WW

WWG

GG

G

RD

RD

RDRD

G

G

EE

E

WW

WW

W

W W WW W W

WW

xx

xx

DD

SD

SD

0+00

0+60

0+50

350 S

OUTH



0+46.25 (0.00 )INSTALL SDCB #331

0+09.75 (0.00 )INSTALL SDCB #330

0+30 (0.00 )INSTALL 5' SDCO #326

INST

ALL 1

5" C

LASS

III R

CP-S

D25

8.36 L

.F. @

1.00

% S

LOPE

CHECKED BYDRAWN BY

PROJECT NUMBER

FOR:

PROJECT MANAGER

PRINT DATE

PHONE:

CONTACT:





Know what's

R


ELEV = 4565.30'

STORM DRAIN LATERALS

( IN FEET )HORZ: 1 inch = ft.VERT: 1 inch = ft.

5.2.a

Packet Pg. 40

Att

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ead

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AF

Ph

ase

2 -

Dev

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pm

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Ag

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(A

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r th

e M

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s at

Am

eric

an

4 NONESTABILIZED CONSTRUCTION ENTRANCE

SWALE TO SEDIMENTATION BASIN

50.0' MIN.

WASH DOWN PAD

15.0' MIN.

3"-6" ROCK, 9" THICK1/2"-3/4" FILTER LAYER

FILTER FABRIC BELOW GRAVEL

1. PLACE SIGN ADJACENT TO ENTRANCE " CONSTRUCTION TRAFFIC ONLY - ALLCONSTRUCTION TRAFFIC SHALL ENTER AND EXIT SITE AT THIS LOCATION"

NOTE:

6 NONEPORTABLE TOILET

GRAVEL PAD

FLOWSIDEWALK

FLOW

SECURE AGAINST WIND

CONTAINMENT EARTH BERM

8 NONE3' WATERWAY

2%ASPHALT SURFACE

9"8"

1 1/4"

3'-0"

3"

4"

BASE COURSE: UNTREATED BASECOURSE, APWA SECTION 32 11 23. DONOT USE GRAVEL AS A BASE COURSEWITHOUT ENGINEER’S PERMISSION.

(3) #4 @ 12" O.C.#4 @ 24" O.C.

S=0.0693

1. CONSTRUCT PER NOTES AND SPECIFICATIONS ASSOCIATED WITH APWA STANDARD PLAN NO. 211.

NOTE:

10 NONESTAIR DETAIL

1. NUMBER OF RISERS AND TREADS MAY VARY SEE CIVILPLAN.

2. HANDRAIL WILL BE REQUIRED FOR STAIRS WITH MORETHAN ONE STEP, SEE DETAIL 1/C-502 FOR HANDRAILDETAILS.

NOTE:

3"

11" MIN.

7" M

AX.

2'-0"

1'-0"

9"

3"

3"

2"

2"

#3 REBAR @ EACH STEP

#4 BAR @ 12"O.C.E.W.

3" CL

R.

CAST IN PLACECONCRETEFOOTING

SIDEWALKSEE PLAN

EXPANSION JOINT W/ # 3DOWEL @ 18" O.C., TOP &BOTTOM OF STAIRS

UNTREATED BASE COURSECOMPACTED TO 95% OF MODIFIEDPROCTOR PER ASTM D-1557

8"

14 NONETYPICAL SURFACE MOUNT HANDRAIL

1-1/2" PIPE DIA.

2'-10

"-36.0

"

12"

1'-0"

12"

X = TREAD DEPTH

3" ASPHALTIC CONCRETEPER SPECIFICATIONS, DM-1/2

8" UNTREATED BASECOURSE COMPACTEDPER GEOTECHNICAL

REPORT AND SPECIFICATIONS

PROPERLY PREPARED FILL OR NATIVE SUBGRADE

PER GEOTECHNICAL REPORT AND SPECIFICATIONS

1. ALL PAVING TO BE PLACED OVER PROPERLY PREPARED NATURAL SOILS AND/OR PROPERLY PREPARED EXISTING FILL SOILS ANDPROPERLY COMPACTED STRUCTURAL FILL WHERE SPECIFIED.

2. ALL STRUCTURAL FILL TO BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE AASHTOT-180 (D-1557) METHOD OF COMPACTION. LIFTS SHOULD NOT EXCEED 8" IN LOOSE THICKNESS.

3. REMOVE SURFACE VEGETATION AND OTHER DELETERIOUS MATERIALS OVER THE ENTIRE SITE IN PREPARATION OF PROPOSEDIMPROVEMENTS.

ASPHALT NOTES

1 NONESTANDARD ASPHALT SECTION

4" ASPHALTIC CONCRETEPER SPECIFICATIONS,

DM-1/2, PG 58-28, MAX RAP=15%

12" UNTREATED BASECOURSE COMPACTEDPER GEOTECHNICAL


18" GRANULAR SUBBASE PER GEOTECHNICAL


1. ALL PAVING TO BE PLACED OVER PROPERLY PREPARED NATURAL SOILS AND/OR PROPERLY PREPARED EXISTING FILL SOILS ANDPROPERLY COMPACTED STRUCTURAL FILL WHERE SPECIFIED.

2. ALL STRUCTURAL FILL TO BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE AASHTOT-180 (D-1557) METHOD OF COMPACTION. LIFTS SHOULD NOT EXCEED 8" IN LOOSE THICKNESS.

3. REMOVE SURFACE VEGETATION AND OTHER DELETERIOUS MATERIALS OVER THE ENTIRE SITE IN PREPARATION OF PROPOSEDIMPROVEMENTS.

ASPHALT NOTES

2 NONE350 SOUTH ASPHALT SECTION 3 NONE

CONCRETE WASTE MANAGEMENT

CONTAINMENT EARTHBERM ALL AROUND

WASHDOWN AREAPONDING STORAGE

CONTAINMENT EARTHBERM ALL AROUND

WASHDOWN AREAPONDING STORAGE

OPTION A OPTION B

5 NONESAG INLET PROTECTION

SILT FENCE REQUIREDBEHIND CURB AT BOX

UNTIL LAND BEHINDCURB IS STABILIZED

NOTES:

1. PLACE WATTLES OR GRAVEL BAGS TIGHTAGAINST CURB TO PREVENT SEDIMENT-LADENWATER FROM GETTING BETWEEN CURB ANDWATTLE/BAG.

2. PLACE WATTLES OR GRAVEL BAGS SUCH THATFLOW DOES NOT OVERTOP CURB OR ROADCENTERLINE.

3. INSPECT INLET PROTECTION AFTER EVERYLARGE STORM EVENT AND AT LEAST BI-WEEKLY,OR PER SWPPP REQUIREMENTS, WHICHEVER ISMORE STRINGENT, TO ENSURE THAT SEDIMENTCONTROL IS MEETING ITS DESIGN INTENT.MAINTAIN AND/OR REPLACE AS NEEDED.

4. REMOVE SEDIMENT ACCUMULATED WHEN ITREACHES 50% OF GRAVEL BAG OR WATTLEHEIGHT.

5. CONTRACTOR MAY SUBMIT AN ALTERNATIVEMETHOD OF INLET PROTECTION. THEALTERNATIVE METHOD SHALL BE APPROVED BYTHE CITY INSPECTOR AND THE ENGINEER OFRECORD.

6. BEFORE PLACEMENT OF CURB, STABILIZATIONOF LAND BEHIND CURB, AND/OR PAVING,MAINTAIN TOP OF INLET AT 6" ABOVE GRADE,AND SURROUND WITH SILT FENCE FORSEDIMENTATION AROUND BOX. MAINTAIN SILTFENCE BEHIND BOX UNTIL LAND BEHIND CURBIS STABILIZED.

SANDBAG OPTION

WATTLE OPTION

FLOW

FLOW

FLOW

FLOW

SILT FENCE REQUIRED BEHINDCURB AT BOX UNTIL LAND

BEHIND CURB IS STABILIZED

EARTH SAVER SEDIMENTSAVER OR EQUAL, FILLED WITH1/2 CF 3/4" GRAVEL, ZIPPER SIDEFACING AWAY FROM INLET

8" DIA. EARTH SAVERWEIGHTED WATTLEOR EQUAL

FLOW

FLOW

FLOWFLOW

FILTER FABRICWRAPPED

COMPLETELYAROUND GATE

7 NONETEMPORARY SILT FENCE

MAX2'-0"

6"

12" M

IN.

SIDEWALK IF ANY

CURB ANDGUTTER IF ANY

UNDISTURBEDGROUND

WOODEN OR STEEL FENCEPOSTS @ 10.0' O.C. MAX. MIRAFI FILTER FABRIC

GRANULAR BACKFILL,SEE NOTE 3

APPROX. 6"x6"TRENCH

EMBED FABRICBELOW BACKFILL

1. EXCAVATE 6"x6" TRENCH ALONGLIMITS OF DISTURBANCE AS SHOWNON CONSTRUCTION DRAWINGS.

2. POSTS SHALL BE POSITIONED ONDOWNSTREAM SIDE OF FENCE.

3. LAY TOE-IN FABRIC FLAP IN BOTTOMOF TRENCH. BACKFILL TRENCH WITHFREE DRAINING GRANULARMATERIAL. COMPACT TRENCH TOSATISFACTION OF THE ENGINEER OFRECORD.

4. SILT FENCE GEOTEXTILE SHALLMEET AASHTO M288-92REQUIREMENTS.

5. REMOVE & DISPOSE OF SEDIMENTWHEN ACCUMULATION IS 50% OFEXPOSED FENCE HEIGHT.

6. 10' MAX. SPACING BETWEEN STAKES.7. SILT FENCES SHALL BE INSTALLED

ALONG CONTOURS, NOT UP ANDDOWN SLOPES, WITH 10' OVERLAPAT BREAKS.

NOTES:

9 NONE24" REVERSE PAN CURB AND GUTTER

1. CONSTRUCT PER NOTES AND SPECIFICATIONS ASSOCIATED WITH APWA STANDARD PLAN NO. 205.

NOTE:

6" 2"

6"

12"

1/2"

6"

24"

1/2"

R=3/4"

6" UNTREATED BASECOURSE

REVERSE FLOW

13 NONEORIFICE PLATE

12" STAINLESS STEEL

BOLTS WITH THREADEDINSERTS (TYP.)

NOTES:

1. STEEL: USE ASTM A 36 STEEL.

2. BOLTS: USE 1/2 INCH STAINLESSSTEEL BOLTS WITH 1/8 INCH STAINLESSSTEEL WASHERS.

3. FINISH: HOT DIPPED GALVANIZED.

ORIFICE SIZE = 7.40 INCHES

STORM DRAIN PIPE(SEE DRAINAGE PLAN)

14" THICK STEEL PLATE

2" T

YP.

4" TYP.

PROPERLY PREPARED SUBGRADE ORFILL PER GEOTECHNICAL


12 NONETRASH ENCLOSURE DETAIL11 NONE

ROCK RETAINING WALL

5% SLOPE MIN.

1

2

MAX

'CHINKING' ROCKS ARE TOBE PLACED SECURELY

WALL FACE SLOPE

NOTES:

1. EACH ROCK IS TO BE PLACED INDIVIDUALLY OF THE SIZE AND SHAPE SPECIFIED. ENSURE THAT EACH ROCK IS SET AND SUPPORTED BYUNDERLYING MATERIALS AND ADJACENT ROCKS. REPOSITION OR REPLACE LOOSE ROCKS.

2. UPPER ROCKS ARE TO BE SUPPORTED BY (2) ROCKS IN ROW BELOW. ROCKS ARE TO BE OFFSET SO THAT VERTICAL SEAMS ARE NOTCONSTRUCTED IN WALL.

3. PLACE BASE, FACING, AND CAP ROCKS SO THAT THEIR HEIGHT DIMENSION IS NOT GREATER THAN THEIR WIDTH. THE LONGESTDIMENSION OF THE BASE, FACING, AND CAP ROCKS IS PERPENDICULAR TO THE FACE OF ROCKERY. TYPICAL BASE DIMENSION IS 1.5 xHEIGHT OF ROCK.

4. ROCKS ARE TO BE PLACED SO THAT SLOPE BACK INTO HILLSIDE AT A MIN. OF 5%. PROVIDE 'CHINKS' AS NECESSARY BETWEEN ROCKS TOSLOPE UPPER ROCKS ADEQUATELY.

5. ALL FILL TO BE COMPACTED TO 90% MAX DRY DENSITY PLACED IN 8" LIFTS.

6. STABILITY OF TEMPORARY CUT SLOPES IS THE RESPONSIBILITY OF THE CONTRACTOR.

7. DO NOT CONSTRUCT ROCK WALLS OR SLOPES EXCEEDING THE HEIGHTS SHOWN HERE WITHOUT CONSULTING WITH ENGINEER.

8. ROCKS ARE TO BE ANGULAR TO PROVIDE ADEQUATE 'FLAT SURFACE' FOR ROCK TO ROCK CONNECTION. ROUND SHAPED ROCKS ARENOT ACCEPTABLE.

9. ROCKS ARE TO QUARRIED BY NON-EXPLOSIVE METHODS. ROCKS QUARRIED BY BLASTING METHODS ARE PRONE TO CRACKING AND ARENOT ACCEPTABLE.

10. MAINTENANCE OF ROCK-PROTECTED SLOPES WILL BE REQUIRED AS THE ROCKS SETTLE AND MOVE OVER TIME. LOCALIZED AREAS OFROCK-PROTECTED SLOPE MAY NEED ADJUSTMENTS TO IMPROVE ROCK INTERLOCKING OVER TIME. ADEQUATE BACKFILL OR ROCK TOROCK CONTACT SHOULD BE MAINTAINED TO PREVENT SIGNIFICANT MOVEMENT OF THE TOP ROW OF ROCKS.

11. CARE SHOULD BE TAKEN NOT TO OVER WATER THE SOIL LOCATED ABOVE AND BEHIND THE ROCK-PROTECTED SLOPES. OVER WATERINGWILL LIKELY RESULT IN SOIL ERODING THROUGH THE JOINTS BETWEEN THE ROCKS. GOOD SURFACE DRAINAGE SHOULD BE PROVIDEDUPSLOPE OF THE ROCK-PROTECTED SLOPES TO DIRECT RUNOFF AWAY FROM THE ROCK PROTECTED SLOPES.

UPPER ROCK MIN. SIZE 12" IN HEIGHT

1.0' M

IN.

'H' M

AX 3.

0'

'HT',

TOT

AL H

EIGH

T

MIN. WIDTH = HT/2

3

MAX1

MIRIIFI 140NFABRIC OR EQUALBEHIND WALL

CHECKED BYDRAWN BY

PROJECT NUMBER

FOR:

PROJECT MANAGER

PRINT DATE

PHONE:

CONTACT:




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MC-3500 STORMTECH CHAMBER SPECIFICATIONS1. CHAMBERS SHALL BE STORMTECH MC-3500.

2. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENECOPOLYMERS.

3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS.

4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULDIMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.

5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURETHAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1)LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATIONFOR IMPACT AND MULTIPLE VEHICLE PRESENCES.

6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787,"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2)MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK.

7. REQUIREMENTS FOR HANDLING AND INSTALLATION:TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKINGSTACKING LUGS.TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS• • • • •• ••••••••••TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED INSECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION• • • •• • ••• • • • • • • • •• • •• • •• • • • • • • • •• • • • • • • • • • • • ••• • • • • •• • ••• •••• • ••• •••• • • • • • • • •• • • • • •• • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •REFLECTIVE GOLD OR YELLOW COLORS.

8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGNENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFOREDELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS:

THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FORDEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTOLRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGNEXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.

9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.

IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM1. STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A

PRE-CONSTRUCTION MEETING WITH THE INSTALLERS.

2. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".

3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.STORMTECH RECOMMENDS 3 BACKFILL METHODS:

STONESHOOTER LOCATED OFF THE CHAMBER BED.BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.

4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.

5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.

6. MAINTAIN MINIMUM - 9" (230 mm) SPACING BETWEEN THE CHAMBER ROWS.

7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS.

8. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3OR #4.

9. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING.

10. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGNENGINEER.

11. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACESTORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.

NOTES FOR CONSTRUCTION EQUIPMENT1. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".

2. THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED:NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCEWITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".

3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.

USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLEBACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARDWARRANTY.

CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.

PROJECT INFORMATION

ADS SALES REP

PROJECT NO.

SALES NAMESALES NUMBERSALES EMAIL

ENGINEEREDPRODUCTMANAGER

EPM NAMEEPM NUMBEREPM EMAIL

MEADOWS @ AF - PHASE IIAMERICAN FORK, UT

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NOTES•• MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH SHEET #7 FOR MANIFOLD SIZING GUIDANCE.•• DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLEADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD.•• THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS AREMET.•• THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEERIS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTHMAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED.•• NOT FOR CONSTRUCTION

CONCEPTUAL ELEVATIONSMAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED): 12.50MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC): 7.00MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC): 6.00MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT): 6.00MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT): 6.00TOP OF STONE: 5.50TOP OF MC-3500 CHAMBER: 4.5012" x 12" TOP MANIFOLD INVERT: 2.9524" ISOLATOR ROW INVERT: 0.9212" BOTTOM CONNECTION INVERT: 0.86BOTTOM OF MC-3500 CHAMBER: 0.75BOTTOM OF STONE: 0.00

PROPOSED LAYOUT50 STORMTECH MC-3500 CHAMBERS8 STORMTECH MC-3500 END CAPS12 STONE ABOVE (in)9 STONE BELOW (in)40 % STONE VOID

9,761INSTALLED SYSTEM VOLUME (CF)(PERIMETER STONE INCLUDED)(COVER STONE INCLUDED)(BASE STONE INCLUDED)

VARIES SYSTEM AREA (SF)SYSTEM PERIMETER (ft)

67.01'

61.08'

15.3

3'

13.3

3'

*INVERT ABOVE BASE OF CHAMBER

MAX FLOWINVERT*DESCRIPTIONITEM ONLAYOUTPART TYPE

2.06"24" BOTTOM CORED END CAP/TYP OF ALL 24" BOTTOM CONNECTIONS AND ISOLATORROWSAPREFABRICATED END CAP

26.40"12" TOP CORED END CAP/TYP OF ALL 12" TOP CONNECTIONSBPREFABRICATED END CAP1.35"12" BOTTOM CORED END CAP/TYP OF ALL 12" BOTTOM CONNECTIONSCPREFABRICATED END CAP

26.36"12" X 12" TOP, ADS N-12DMANIFOLD1.35"12" BOTTOM CONNECTIONEPIPE CONNECTION

2.5 CFS IN30" DIAMETER (24" SUMP MIN)FNYLOPLAST (W/ ISO ROW)2.0 CFS OUT30" DIAMETER (DESIGN BY ENGINEER)GNYLOPLAST

ISOLATOR ROW(SEE DETAIL)

PLACE MINIMUM 17.50' OF ADS GEOSYNTHETICS 315WTM WOVENGEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBERFEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS

BED LIMITS

BE

D

A

C

F

G

20'

10'

0

ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS

PLEASE NOTE:1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR

COMPACTION REQUIREMENTS.4. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.

NOTES:1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION

45x76 DESIGNATION SS.2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION

FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.5. REQUIREMENTS FOR HANDLING AND INSTALLATION:

TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.• • •• • • • • • •• •• • • • • • •• • •• • •• • • •• • ••• • • • • • • • •• • •• • • •• • • • • •• • ••• • • •• • •• • • •• • •• • • •• • • • • • • •• • •• • •• • • • • •• • • •• • •• • • • •• • • • •• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN.• • • •• ••• • •• • • •• • •• • • • • • • •• • • • • • • • •• • •• • • •• • ••• • • • • • • • •• • •• • •• • • • • • • • •• • • • • • • • • • • • ••• • • • • •• • ••• •••• • ••• •••• • • • • • • • •• • • • • •• • •• • • • • • • • •• • • • •• • • • • • • •• • •• • • • •• • •• • • • • • •• • • • • • •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••

MATERIAL LOCATION DESCRIPTION AASHTO MATERIALCLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT

D

FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THETOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLEPAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THATPAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER

ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A

PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVEDINSTALLATIONS MAY HAVE STRINGENT MATERIAL AND

PREPARATION REQUIREMENTS.

C

INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THETOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm)ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENTSUBBASE MAY BE A PART OF THE 'C' LAYER.

GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES ORPROCESSED AGGREGATE.

MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THISLAYER.

AASHTO M145••A-1, A-2-4, A-3

OR

AASHTO M43••3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10

BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVERTHE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR

WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FORPROCESSED AGGREGATE MATERIALS.

BEMBEDMENT STONE: FILL SURROUNDING THE CHAMBERSFROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYERABOVE.

CLEAN, CRUSHED, ANGULAR STONE AASHTO M43••3, 4

AFOUNDATION STONE: FILL BELOW CHAMBERS FROM THESUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43••

3, 4 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3

45"(1140 mm)

18"(450 mm) MIN*

8'(2.4 m)MAX

12" (300 mm) MIN77" (1950 mm)

12" (300 mm) MIN

6"(150 mm) MIN

DEPTH OF STONE TO BE DETERMINEDBY SITE DESIGN ENGINEER 9" (230 mm) MIN

DC

B

A

*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,

INCREASE COVER TO 30" (750 mm).

6" (150 mm) MIN

PERIMETER STONE(SEE NOTE 6)

EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)

MC-3500END CAP SUBGRADE SOILS

(SEE NOTE 4)

PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)

NO COMPACTION REQUIRED.

ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS

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INSPECTION & MAINTENANCESTEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT

A. INSPECTION PORTS (IF PRESENT)A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOGA.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.

B. ALL ISOLATOR ROWSB.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROWB.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE

i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRYii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE

B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.

STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESSA. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERREDB. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC. VACUUM STRUCTURE SUMP AS REQUIRED

STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.

STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.

NOTES1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS

OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.

2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.

CATCH BASINOR

MANHOLE

MC-3500 ISOLATOR ROW DETAILNTS

24" (600 mm) HDPE ACCESS PIPE REQUIRED USEFACTORY PRE-CORED END CAPPART #: MC3500IEPP24BC OR MC3500IEPP24BW

STORMTECH HIGHLY RECOMMENDSFLEXSTORM PURE INSERTS IN ANY UPSTREAM

STRUCTURES WITH OPEN GRATES

COVER PIPE CONNECTION TO END CAP WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE MC-3500 CHAMBER

OPTIONAL INSPECTION PORT

MC-3500 END CAP

TWO LAYERS OF ADS GEOSYNTHETICS 315WTM WOVENGEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS

SUMP DEPTH TBD BYSITE DESIGN ENGINEER

(24" [600 mm] MIN RECOMMENDED)

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131.51'

125.78'

15.3

3'

13.3

3'

B

D

A

C

F

GALLERY #1

GALLERY #2

VARIES

CHECKED BYDRAWN BY

PROJECT NUMBER

FOR:

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PRINT DATE

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MC-SERIES END CAP INSERTION DETAILNTS

NOTE: MANIFOLD STUB MUST BE LAID HORIZONTALFOR A PROPER FIT IN END CAP OPENING.

MANIFOLD HEADER

MANIFOLD STUB

STORMTECH END CAP

MANIFOLD HEADER

MANIFOLD STUB

12" (300 mm)MIN SEPARATION

12" (300 mm) MIN INSERTION

12" (300 mm)MIN SEPARATION

12" (300 mm)MIN INSERTION

PART # STUB B CMC3500IEPP06T 6" (150 mm)

33.21" (844 mm) ---MC3500IEPP06B --- 0.66" (17 mm)MC3500IEPP08T 8" (200 mm)




23.39" (594 mm) ---MC3500IEPP15B --- 1.50" (38 mm)

MC3500IEPP18TC

18" (450 mm)20.03" (509 mm) ---

MC3500IEPP18TWMC3500IEPP18BC

--- 1.77" (45 mm)MC3500IEPP18BWMC3500IEPP24TC

24" (600 mm)14.48" (368 mm) ---


--- 2.06" (52 mm)MC3500IEPP24BWMC3500IEPP30BC 30" (750 mm) --- 2.75" (70 mm)

NOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH) 77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm)CHAMBER STORAGE 109.9 CUBIC FEET •• •• • •• •••••••••••MINIMUM INSTALLED STORAGE* 175.0 CUBIC FEET •• •• • •• •••••••••••WEIGHT 134 lbs. (60.8 kg)

NOMINAL END CAP SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH) 75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm)END CAP STORAGE 14.9 CUBIC FEET •• •• • •• •••••••••••MINIMUM INSTALLED STORAGE* 45.1 CUBIC FEET •• •• • •• •••••••••••WEIGHT 49 lbs. (22.2 kg)

*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEENCHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY

MC-3500 TECHNICAL SPECIFICATIONNTS

90.0" (2286 mm)ACTUAL LENGTH

86.0" (2184 mm)INSTALLED

BUILD ROW IN THIS DIRECTION

NOTE: ALL DIMENSIONS ARE NOMINAL

LOWER JOINTCORRUGATION

WEB

CREST

CRESTSTIFFENING RIB

VALLEYSTIFFENING RIB

B

C

75.0"(1905 mm)

45.0"(1143 mm)

25.7"(653 mm)

FOOT

77.0"(1956 mm)

45.0"(1143 mm)

STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"END CAPS WITH A WELDED CROWN PLATE END WITH "C"END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"

UPPER JOINT CORRUGATION

22.2"(564 mm)

INSTALLED

CUSTOM PRECORED INVERTS AREAVAILABLE UPON REQUEST.INVENTORIED MANIFOLDS INCLUDE12-24" (300-600 mm) SIZE ON SIZEAND 15-48" (375-1200 mm)ECCENTRIC MANIFOLDS. CUSTOMINVERT LOCATIONS ON THE MC-3500END CAP CUT IN THE FIELD ARE NOTRECOMMENDED FOR PIPE SIZESGREATER THAN 10" (250 mm). THEINVERT LOCATION IN COLUMN 'B'ARE THE HIGHEST POSSIBLE FORTHE PIPE SIZE.

PART # STUB B CMC3500IEPP06T 6" (150 mm)





23.39" (594 mm) ---MC3500IEPP15B --- 1.50" (38 mm)

MC3500IEPP18TC

18" (450 mm)20.03" (509 mm) ---


--- 1.77" (45 mm)MC3500IEPP18BWMC3500IEPP24TC

24" (600 mm)14.48" (368 mm) ---


--- 2.06" (52 mm)MC3500IEPP24BWMC3500IEPP30BC 30" (750 mm) --- 2.75" (70 mm)

NOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH) 77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm)CHAMBER STORAGE 109.9 CUBIC FEET •• •• • •• •••••••••••MINIMUM INSTALLED STORAGE* 175.0 CUBIC FEET •• •• • •• •••••••••••WEIGHT 134 lbs. (60.8 kg)

NOMINAL END CAP SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH) 75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm)END CAP STORAGE 14.9 CUBIC FEET •• •• • •• •••••••••••MINIMUM INSTALLED STORAGE* 45.1 CUBIC FEET •• •• • •• •••••••••••WEIGHT 49 lbs. (22.2 kg)

*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEENCHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY

MC-3500 TECHNICAL SPECIFICATIONNTS

90.0" (2286 mm)ACTUAL LENGTH

86.0" (2184 mm)INSTALLED

BUILD ROW IN THIS DIRECTION

NOTE: ALL DIMENSIONS ARE NOMINAL

LOWER JOINTCORRUGATION

WEB

CREST

CRESTSTIFFENING RIB

VALLEYSTIFFENING RIB

B

C

75.0"(1905 mm)

45.0"(1143 mm)

25.7"(653 mm)

FOOT

77.0"(1956 mm)

45.0"(1143 mm)

STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"END CAPS WITH A WELDED CROWN PLATE END WITH "C"END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"

UPPER JOINT CORRUGATION

22.2"(564 mm)

INSTALLED

CUSTOM PRECORED INVERTS AREAVAILABLE UPON REQUEST.INVENTORIED MANIFOLDS INCLUDE12-24" (300-600 mm) SIZE ON SIZEAND 15-48" (375-1200 mm)ECCENTRIC MANIFOLDS. CUSTOMINVERT LOCATIONS ON THE MC-3500END CAP CUT IN THE FIELD ARE NOTRECOMMENDED FOR PIPE SIZESGREATER THAN 10" (250 mm). THEINVERT LOCATION IN COLUMN 'B'ARE THE HIGHEST POSSIBLE FORTHE PIPE SIZE.

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NYLOPLAST DRAIN BASINNTS

NOTES1. 8-30" (200-750 mm) GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536

GRADE 70-50-052. 12-30" (300-750 mm) FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-053. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212

FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC5. FOR COMPLETE DESIGN AND PRODUCT INFORMATION: WWW.NYLOPLAST-US.COM6. TO ORDER CALL: 800-821-6710

A PART # GRATE/SOLID COVER OPTIONS8"

(200 mm) 2808AG PEDESTRIAN LIGHTDUTY

STANDARD LIGHTDUTY SOLID LIGHT DUTY

10"(250 mm) 2810AG PEDESTRIAN LIGHT

DUTYSTANDARD LIGHT

DUTY SOLID LIGHT DUTY

12"(300 mm) 2812AG PEDESTRIAN

AASHTO H-10STANDARD AASHTO

H-20SOLID

AASHTO H-2015"

(375 mm) 2815AG PEDESTRIANAASHTO H-10

STANDARD AASHTOH-20

SOLIDAASHTO H-20



H-20SOLID

AASHTO H-2024"

(600 mm) 2824AG PEDESTRIANAASHTO H-10

STANDARD AASHTOH-20

SOLIDAASHTO H-20



H-20SOLID

AASHTO H-20

INTEGRATED DUCTILE IRONFRAME & GRATE/SOLID TO

MATCH BASIN O.D.

VARIOUS TYPES OF INLET ANDOUTLET ADAPTERS AVAILABLE:

4-30" (100-750 mm) FORCORRUGATED HDPE

WATERTIGHT JOINT(CORRUGATED HDPE SHOWN)

BACKFILL MATERIAL BELOW AND TO SIDESOF STRUCTURE SHALL BE ASTM D2321CLASS I OR II CRUSHED STONE OR GRAVELAND BE PLACED UNIFORMLY IN 12" (305 mm)LIFTS AND COMPACTED TO MIN OF 90%

TRAFFIC LOADS: CONCRETE DIMENSIONSARE FOR GUIDELINE PUPOSES ONLY.ACTUAL CONCRETE SLAB MUST BEDESIGNED GIVING CONSIDERATION FORLOCAL SOIL CONDITIONS, TRAFFIC LOADING& OTHER APPLICABLE DESIGN FACTORS

• • • • • • • •• • • • • • •• • • •• • • • •• •••• • • •••••••••••••••••••••••••••••••••ACCORDING TO PLANS

18" (457 mm)MIN WIDTH

A

AASHTO H-20 CONCRETE SLAB8" (203 mm) MIN THICKNESS

VARIABLE SUMP DEPTHACCORDING TO PLANS

[6" (152 mm) MIN ON 8-24" (200-600 mm),10" (254 mm) MIN ON 30" (750 mm)]

4" (102 mm) MIN ON 8-24" (200-600 mm)6" (152 mm) MIN ON 30" (750 mm)

12" (610 mm) MIN(FOR AASHTO H-20)

INVERT ACCORDING TOPLANS/TAKE OFF

3130

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5.2.a

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5.2.a

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DETENTION AREA

EXISTING BUILDING

EXISTING BUILDINGEXISTING BUILDING

BUILDING 2A

BUILDING 2B BUILDING 2CBUILDING 2D

BUILDING 2E

L101

OVERALL LANDSCAPE PLAN

The designs shown and described herein includingall technical drawings, graphic representation &models thereof, are proprietary & can not becopied, duplicated, or commercially exploited inwhole or in part without the sole and express writtenpermission from ASWN+JSA Architects, Inc.

These drawings are available for limited review andevaluation by clients, consultants, contractors,government agencies, vendors, and officepersonnel only in accordance with this notice.

REVISIONS:

ArchitectureInterior DesignLandscape ArchitectureLand PlanningConstruction Management

5151 South 900 East, Suite 200Salt Lake City, UT 84117

Ph: 801.269.0055Fax: 801.269.1425

www.thinkaec.com

PROJECT NO.

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L102 L103

PLANTER BED - ROCK MULCH

LAWN - KENTUCKY BLUEGRASS SOD

NOTE:UTILITIES SHOWN ARE FOR REFERENCE ONLY. SEECIVIL DRAWINGS FOR UTILITY DESING ANDLOCATIONS

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3 EFM3 HEM.M

3 CCB2 EFM3 LSM

4 CSK3 EFM

3 LSM4 CSK

3 CCB2 EFM3 LSM

2 EFM3 HSE3 CCB1 MSM3 HEM.M2 EFM3 HOS

6 HEM.S

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5 HEM.M

3 MSM3 EFM

4 CSK3 EFM

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1 MSM

2 EFM6 HEM.S

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1 TCG1 TCG

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1 APP3 EFM

1 PCC1 PCC

1 PCC

1 PCC

2 PAC

1 PCC

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1 PCC

1 PCC

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1 JSB3 CAK

6 HSE1 JSB

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2 JSB

3 PAN

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3 LSM

3 RFC

10 LAH

8 LAH3 LSM1 HEM.S 3 LSM

10 HSE

5

DETENTION AREA

BUILDING 2A

BUILDING 2B BUILDING 2C

TREES KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE TYPE

APP 7 ACER PLATANOIDES 'PARKWAY' PARKWAY NORWAY MAPLE 2" CAL CONT

PCC 11 PYRUS CALLERYANA 'CHANTICLEER' CHANTICLEER FLOWERING PEAR 2" CAL CONT

TCG 5 TILIA CORDATA 'GREENSPIRE' GREENSPIRE LINDEN 2" CAL CONT

ZSG 1 ZELKOVA SERRATA 'GREEN VASE' GREEN VASE ZELKOVA 2" CAL CONT

PAC 5 PICEA ABIES 'CUPRESSINA COLUMNAR' COLUMNAR SPRUCE 7' HT B&B

GRASSES KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE TYPE

CAK 41 CALAMAGROSTIS ACUTIFOILA 'KARL FOESTER' KARL FOERSTER FEATHER REED GRASS 1 GAL.

HSE 42 HELICTOTRICHHON SEMPERVIRENS BLUE OAT (AVENA) GRASS 1 GAL.

MSM 20 MISCANTHUS SINENSIS MORNING LIGHT MORNING LIGHT MAIDEN GRASS 1 GAL.

PERENNIALS KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE TYPE

HEM.M 62 HEMEROCALLIS SP. DAYLILY 1 GAL.

HEM.S 79 HEMROCALLIS 'STELLA DE ORO STELLA D' ORO 1 GAL.

HOS 18 HOSTA PLANTAIN LILY 1 GAL.

LAH 54 LAVENDULA ANGUSTIFOLIA HIDCOTE BLUE ENGLISH LAVENDER 1 GAL.

LSM 54 LEUCANTHEMUM SUPERBUM 'SNOW LADY' SNOW LADY SHASTA DAISY 1 GAL.

SHRUBS KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE TYPECCB 45 CARYOPTERIS X CLANDONENSIS GRAND BLEU GRAND BLEU BLUE MIST SPIREA 2 GAL.

CSK 25 CORNUS SERICEA KELSEYI DWARF KELSEY DOGWOOD 2 GAL.

EFM 49 EUONYMUS FORTUNEI MOONSHADOW MOONSHADOW EUONYMUS 2 GAL.

JSB 14 JUNIPERUS SABINA 'BUFFALO' BUFFALO JUNIPER 2 GAL.

PAN 12 PICEA ABIES NIDIFORMIS BIRD NEST SPRUCE 2 GAL.

RFC 11 RHAMNUS FRANGULA COLUMNARIS TALLHEDGE BUCKTHORN 2 GAL.

LANDSCAPE BOULDERS



PLANT SCHEDULE

GENERAL PLANTING NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMINGAWARE OR ALL RELATED EXISTING CONDITIONS,UTILITIES, PIPES, AND STRUCTURES, ETC. PRIOR TOBIDDING AND CONSTRUCTION. THE CONTRACTORSHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITYCOMPANIES FOR FIELD LOCATION OF ALLUNDERGROUND UTILITY LINES, INCLUDING DEPTHS,PRIOR TO ANY EXCAVATION. CONTRACTOR SHALLTAKE SOLE RESPONSIBILITY FOR ANY AND ALL COST OROTHER LIABILITIES INCURRED DUE TO DAMAGE OF SAIDUTILITIES/ STRUCTURES/ETC.

2. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS ANDPLANS, CONTRACTOR IS REQUIRED TO CONTACTOWNER'S REPRESENTATIVE FOR RESOLUTION. FAILURETO MAKE SUCH CONFLICTS KNOWN TO THE OWNER'SREPRESENTATIVE WILL RESULT IN CONTRACTORSLIABILITY TO RELOCATE THE MATERIALS.

3. PLANT NAMES MAY BE ABBREVIATED ON THEDRAWINGS. SEE PLANT LEGEND FOR ABBREVIATIONS,BOTANICAL/COMMON NAMES, SIZES, AND OTHERREMARKS.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISHALL PLANT MATERIALS FREE OF PESTS OR PLANTDISEASES AND HAVE NATURAL FULL SHAPES.PRE-SELECTED OR "TAGGED" MATERIAL MUST BEINSPECTED BY THE CONTRACTOR AND CERTIFIED PESTAND DISEASE FREE, IT IS THE CONTRACTOR'SOBLIGATION TO MAINTAIN AND WARRANTY ALL PLANTMATERIALS PER THE SPECIFICATIONS. ALL PLANTSSHALL BE SUBJECT TO OWNER'S APPROVAL PRIOR TOINSTALLATION.

5. PROVIDE MATCHING SIZES AND FORMS FOR EACHSPECIES OF TREES AND PLANTS SPACED EQUALLY INROWS AS SHOWN ON DRAWINGS. ADJUST SPACING(EQUAL TO EQUAL) AS NECESSARY, SUBJECT TOACCEPTANCE BY THE OWNERS REPRESENTATIVE.

6. CONTRACTOR SHALL IMPORT AND PLACE A MINIMUMOF 4" THICK TOPSOIL TO ALL LAWN AREAS AND AMINIMUM OF 12" THICK TOPSOIL TO ALL PLANTINGAREAS. HOWEVER, CONTRACTOR MAY STRIP,STOCKPILE AND SCREEN EXISTING TOP SOIL IN THEPROJECT AREA TO SUPPLEMENT THE IMPORTEDTOPSOIL REQUIREMENT. IF STRIPPED TOPSOIL IS USED ITSHALL BE TESTED AND BE AMENDED ACCORDING TOTHE REQUIREMENTS OF THE HORTICULTURAL / SOIL TEST.NO AMOUNTS OR QUANTITIES OF USEABLE EXITING TOPSOIL ARE AVAILABLE.

7. PLACE 3" DEPTH ROCK MULCH IN ALL SHRUB ANDPERENNIAL PLANTING AREAS TO MATCH EXISTINGSHRUB BEDS IN COLOR, SIZE, AND TYPE.

8. PROVIDE A 4' FOOT DIAMETER SAUCER UNDER ALLTREES PLANTED IN TURF AREAS WITH 3" OF SHREDDEDBARK MULCH.

L102




REVISIONS:



Ph: 801.269.0055Fax: 801.269.1425

www.thinkaec.com

PROJECT NO.

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DATE:

SHEET TITLE:

SHEET NUMBER:

20010DEC. 23, 2019

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6 HEM.S 4 LAH3 LSM3 HEM.M3 CCB3 HSE 3 HEM.M

3 EFM

2 CCB3 HOS9 HEM.S

3 CCB2 MSM

6 HEM.M

3 HSE5 HEM.M5 CAK13 HEM.S

2 MSM2 EFM3 HOS1 MSM5 HEM.M1 MSM

3 CCB1 MSM5 HEM.M

6 CSK

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BUILDING 2D

BUILDING 2E

TREES KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE TYPE

APP 7 ACER PLATANOIDES 'PARKWAY' PARKWAY NORWAY MAPLE 2" CAL CONT

PCC 11 PYRUS CALLERYANA 'CHANTICLEER' CHANTICLEER FLOWERING PEAR 2" CAL CONT

TCG 5 TILIA CORDATA 'GREENSPIRE' GREENSPIRE LINDEN 2" CAL CONT

ZSG 1 ZELKOVA SERRATA 'GREEN VASE' GREEN VASE ZELKOVA 2" CAL CONT

PAC 5 PICEA ABIES 'CUPRESSINA COLUMNAR' COLUMNAR SPRUCE 7' HT B&B

GRASSES KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE TYPE

CAK 41 CALAMAGROSTIS ACUTIFOILA 'KARL FOESTER' KARL FOERSTER FEATHER REED GRASS 1 GAL.

HSE 42 HELICTOTRICHHON SEMPERVIRENS BLUE OAT (AVENA) GRASS 1 GAL.

MSM 20 MISCANTHUS SINENSIS MORNING LIGHT MORNING LIGHT MAIDEN GRASS 1 GAL.

PERENNIALS KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE TYPE

HEM.M 62 HEMEROCALLIS SP. DAYLILY 1 GAL.

HEM.S 79 HEMROCALLIS 'STELLA DE ORO STELLA D' ORO 1 GAL.

HOS 18 HOSTA PLANTAIN LILY 1 GAL.

LAH 54 LAVENDULA ANGUSTIFOLIA HIDCOTE BLUE ENGLISH LAVENDER 1 GAL.

LSM 54 LEUCANTHEMUM SUPERBUM 'SNOW LADY' SNOW LADY SHASTA DAISY 1 GAL.

SHRUBS KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE TYPECCB 45 CARYOPTERIS X CLANDONENSIS GRAND BLEU GRAND BLEU BLUE MIST SPIREA 2 GAL.

CSK 25 CORNUS SERICEA KELSEYI DWARF KELSEY DOGWOOD 2 GAL.

EFM 49 EUONYMUS FORTUNEI MOONSHADOW MOONSHADOW EUONYMUS 2 GAL.

JSB 14 JUNIPERUS SABINA 'BUFFALO' BUFFALO JUNIPER 2 GAL.

PAN 12 PICEA ABIES NIDIFORMIS BIRD NEST SPRUCE 2 GAL.

RFC 11 RHAMNUS FRANGULA COLUMNARIS TALLHEDGE BUCKTHORN 2 GAL.

LANDSCAPE BOULDERS



PLANT SCHEDULE

GENERAL PLANTING NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMINGAWARE OR ALL RELATED EXISTING CONDITIONS,UTILITIES, PIPES, AND STRUCTURES, ETC. PRIOR TOBIDDING AND CONSTRUCTION. THE CONTRACTORSHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITYCOMPANIES FOR FIELD LOCATION OF ALLUNDERGROUND UTILITY LINES, INCLUDING DEPTHS,PRIOR TO ANY EXCAVATION. CONTRACTOR SHALLTAKE SOLE RESPONSIBILITY FOR ANY AND ALL COST OROTHER LIABILITIES INCURRED DUE TO DAMAGE OF SAIDUTILITIES/ STRUCTURES/ETC.

2. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS ANDPLANS, CONTRACTOR IS REQUIRED TO CONTACTOWNER'S REPRESENTATIVE FOR RESOLUTION. FAILURETO MAKE SUCH CONFLICTS KNOWN TO THE OWNER'SREPRESENTATIVE WILL RESULT IN CONTRACTORSLIABILITY TO RELOCATE THE MATERIALS.

3. PLANT NAMES MAY BE ABBREVIATED ON THEDRAWINGS. SEE PLANT LEGEND FOR ABBREVIATIONS,BOTANICAL/COMMON NAMES, SIZES, AND OTHERREMARKS.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISHALL PLANT MATERIALS FREE OF PESTS OR PLANTDISEASES AND HAVE NATURAL FULL SHAPES.PRE-SELECTED OR "TAGGED" MATERIAL MUST BEINSPECTED BY THE CONTRACTOR AND CERTIFIED PESTAND DISEASE FREE, IT IS THE CONTRACTOR'SOBLIGATION TO MAINTAIN AND WARRANTY ALL PLANTMATERIALS PER THE SPECIFICATIONS. ALL PLANTSSHALL BE SUBJECT TO OWNER'S APPROVAL PRIOR TOINSTALLATION.

5. PROVIDE MATCHING SIZES AND FORMS FOR EACHSPECIES OF TREES AND PLANTS SPACED EQUALLY INROWS AS SHOWN ON DRAWINGS. ADJUST SPACING(EQUAL TO EQUAL) AS NECESSARY, SUBJECT TOACCEPTANCE BY THE OWNERS REPRESENTATIVE.

6. CONTRACTOR SHALL IMPORT AND PLACE A MINIMUMOF 4" THICK TOPSOIL TO ALL LAWN AREAS AND AMINIMUM OF 12" THICK TOPSOIL TO ALL PLANTINGAREAS. HOWEVER, CONTRACTOR MAY STRIP,STOCKPILE AND SCREEN EXISTING TOP SOIL IN THEPROJECT AREA TO SUPPLEMENT THE IMPORTEDTOPSOIL REQUIREMENT. IF STRIPPED TOPSOIL IS USED ITSHALL BE TESTED AND BE AMENDED ACCORDING TOTHE REQUIREMENTS OF THE HORTICULTURAL / SOIL TEST.NO AMOUNTS OR QUANTITIES OF USEABLE EXITING TOPSOIL ARE AVAILABLE.

7. PLACE 3" DEPTH ROCK MULCH IN ALL SHRUB ANDPERENNIAL PLANTING AREAS TO MATCH EXISTINGSHRUB BEDS IN COLOR, SIZE, AND TYPE.

8. PROVIDE A 4' FOOT DIAMETER SAUCER UNDER ALLTREES PLANTED IN TURF AREAS WITH 3" OF SHREDDEDBARK MULCH.

L103




REVISIONS:



Ph: 801.269.0055Fax: 801.269.1425

www.thinkaec.com

PROJECT NO.

LANDSCAPE

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SHEET TITLE:

SHEET NUMBER:

20010DEC. 23, 2019

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UNDISTURBED SOIL TOPREVENT SETTLING

FINISH GRADE

NO SOIL ON TOP OF ROOTBALL

WEED BARRIER FABRIC

INSTALL SOIL RING TO CAPTURE WATER,4" HEIGHT

3" LAYER MULCH, KEEP MULCH AWAYFROM TRUNK

3" MULCH LAYER TO COVER ONLY THE EDGE OF THEROOT BALL.

PLANTING SOIL MIX

FINISH GRADE

EXISTING SUBSOIL

ROOT BALL SHALL BE 1" HIGHER THAN FINISHEDGRADE WHEN PLANTED.

PERENNIAL PLANTING

PLANT

SPACING AS INDICATED ON PLAN

2X ROOT BALL

SHRUB PLANTING

ROOT BALLREMOVE CONTAINER, TOP 1/3 OFBURLAP AND ALL ROPES BINDINGROOT BALL

NOTE:1. TOP OF ROOT BALL TO BE 1" ABOVE FINISH GRADE WHENPLANTED.

32

WIRE ROPE

TREE COLLAR

PLAN

DUCKBILL EARTH ANCHOR TREE SUPPORT KIT,MODEL 40DTS. INSTALLATION PERMANUFACTURER'S WRITTEN INSTRUCTIONS.

ROOT BALLTREE PIT

TREE GUYING

120°

TYP.

WARNING FLAGGING

TREE TRUNK

6

DUCKBILL EARTH ANCHOR TREESUPPORT KIT, MODEL 40DTS.INSTALLATION PER MANUFACTURER'SWRITTEN INSTRUCTIONS.

PLANTS

ON CENTER SPACING ASINDICATED IN PLANTSCHEDULE

REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL

WEED BARRIER FABRICINSTALL SOIL RING TO CAPTURE WATER, 5"HEIGHTBACKFILL SOIL MIXTURE(MIXED TOGETHER BEFORE PLACEMENT):4 PARTS - IMPORTED RICH LOAM TOPSOIL1 PART - RICH ORGANIC PEAT MOSS

ROOT BALL

UNDISTURBED SOIL TO PREVENTSETTLING

FINISHED GRADE 3" MIN. BARK OR ROCK MULCH (SEE PLANS). KEEPMULCH AWAY FROM TRUNK.

EVERGREEN TREE PLANTING3X ROOTBALL DIA.

NOTE:1. GUY ALL EVERGREEN TREES AS INDICATED INTREE GUYING DETAIL OR AS REQUIRED BYLANDSCAPE ARCHITECT

REMOVE ALL ROPES BINDING ROOT BALL

REMOVE TOP 1/3 OF WIRE CAGEWHEN PRESENT

5

TREEWIRE

STAKES

1" WIDE MIN.STRAP AROUNDTRUNK. WIREATTACHED TOEND OF STRAPS

PREVAILING WIND DIRECTION

NO SOIL ON TOP OF ROOT BALL3" MULCH LAYER, KEEP MULCH AWAY FROM TRUNK.

WEED BARRIER FABRIC

INSTALL SOIL RING TO CAPTURE WATER, 5"HEIGHT

BACKFILL SOIL MIXTURE(MIXED TOGETHER BEFORE PLACEMENT):4 PARTS - IMPORTED RICH LOAM TOPSOIL1 PART - RICH ORGANIC PEAT MOSS

TREE STAKES(2) 2"x2"x8' OR 2" DIA. x8'WOOD STAKES. DRIVE STAKESINTO UNDISTURBED SOIL.(STAKES TO BE REMOVED ONEYEAR AFTER PLANTING)ALL GRAFT UNIONSSHALL BE VISIBLEABOVE GRADE

ROOT BALL

UNDISTURBED SOIL TOPREVENT SETTLING

REMOVE TOP 1/3 OF WIRE CAGEWHEN PRESENT, TOP 1/3 OF BURLAPAND ALL ROPES BINDING ROOTBALL

DECIDUOUS TREE PLANTING 1

PLANTING SOIL MIX

6'

3X ROOTBALL DIA.

2X ROOTBALL DIA.

MULCH

EXCAVATED SOILAS BACKFILL

3:1 SLOPE

2:1 SLOPE

3:1 SLOPE

TOPSOIL WHERE INDICATED

SUBSOIL

MULCH

EXCAVATED SOILAS BACKFILL

2:1 SLOPE

1:1 SLOPE

2:1 SLOPE

TOPSOIL WHERE INDICATED

SUBSOIL

Tree Planting on 3:1 Slope

Tree Planting on 2:1 Slope

TREE PLANTING ON SLOPE 7

L501

LANDSCAPEDETAILS



REVISIONS:



Ph: 801.269.0055Fax: 801.269.1425

www.thinkaec.com

PROJECT NO.

LANDSCAPE

DATE:

SHEET TITLE:

SHEET NUMBER:

20010DEC. 23, 2019

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POC 1

LATERAL LINES PVC SHED. 40 PIPE.

IRRIGATION LEGEND

PVC SCHED. 40 PIPE SLEEVE & CONTROL WIRE SLEEVE SYMBOL MAY INDICATEMULTIPLE SLEEVES, HOWEVER THERE SHALL BE 1 PIPE PER SLEEVE. MINIMUM SIZESHALL BE 4" OR 2 SIZES LARGER THAN THE PIPE SIZE, WHICHEVER IS GREATER.SLEEVES SHALL EXTEND A MINIMUM OF 1'-0" INTO LANDSCAPED AREA.

POC POINTS OF CONNECTION (2) TO EXISTING IRRIGATION SYSTEM MAIN LINE. CONTRACTOR TOVERIFY THAT THE EXISTING MAIN LINE CAN SUPPLY SUFFICIENT PRESSURE AND FLOW FOR THEPROPOSED IRRIGATION SYSTEM. PROVIDE SHUTOFF ISOLATION VALVE AT THIS POINT.

PROPOSED TREE LOCATIONS, SEE PLANTING PLAN. ALL TREES IN PLANTER BED AREAS SHALLBE IRRIGATED 2 BUBBLERS PER TREE, SEE EQUIPMENT LIST AND DETAIL ____. TREE DRIPIRRIGATION TO BE SEPARATE ZONE FROM SHRUB IRRIGATION ZONE. TREE ZONE(S) MAY BECONNECTED TO EXISTING TREE DRIP ZONE IF AVAILABLE.

MAIN PRESSURE LINE - ALL PIPE 3" DIA. AND SMALLER SHALL BE SCHED. 40 PVC.SEE PLAN FOR ROUTING, SLEEVE UNDER ALL PAVED SURFACES.

EXISTING PVC MAIN LINE. CONTRACTOR TO VERIFY SIZE, PIPE TYPE, ANDPRESSURE.

( ) Q

LATERAL LINE PIPE SIZING CHARTGPM 0-8 GPM 9-12 GPM 13-22 GPM 23-35 GPM 36-50

3/4" 1" 1-1/4" 1-1/2" 2"

IRRIGATION AREAS

DRIP IRRIGATION AREA (13,571 SQ. FT.). EQUIPMENT SHALL INCLUDE THEFOLLOWING AS REQUIRED:

SRAINBIRD XERI-BUG EMITTER: XB SERIES WITH RAINBIRD UNIVERSAL 1/4"TUBING STAKE: TS-025. PERENNIALS AND GRASSES TO RECEIVE (2) 1 GPHEMITTERS PER PLANT. SHRUBS TO RECEIVE (2) 2 GPH EMITTERS PER PLANT.PROVIDE LINE FLUSHING VALVES PER MANUFACTURER'SRECOMMENDATIONS.PROVIDE AIR/VACUUM RELIEF VALVES PER MANUFACTURER'SRECOMMENDATIONS.PROVIDE 2 RAINBIRD RWS-B-1401 BUBBLERS PER TREE ON A ZONESEPARATE FROM ALL OTHER PLANTS. THIS ZONE MAY BE CONNECTED TOEXISTING TREE ZONE IF AVAILABLE.DRIP VALVES: RAINBIRD XCZ-100-PRB-COM DRIP CONTROL ZONE KIT,SIZED AT 1"

SRAY IRRIGATION AREA (21,298 SQ. FT.). EQUIPMENT SHALL INCLUDE THEFOLLOWING AS REQUIRED:

SPRAY HEADS: RAINBIRD 1804-SAM-PRS-U SERIES NOZZLESROTOR HEADS: RAINBIRD 5004-PC-SAMVALVES: RAINBIRD PEB SERIES ELECTRIC CONTROL VALVE SIZE ASREQUIRED INSTALL BRASS BALL ISOLATION VALVE (SIZE TO MATCH MAINLINE) FOR EACH CONTROLLER OR GROUP OF CONTROLLERS.QUICK COUPLER VALVE, RAINBIRD 44-LRC WITH MATCHING VALVE KEYAND HOSE SWIVEL ELL

IRRIGATION SYSTEM NOTES

1. THE IRRIGATION SYSTEM PROPOSED IN THIS PLAN IS INTENDED TO CONNECT TO THE EXISTING IRRIGATION SYSTEM ONSITE. THE CONTRACTOR SHALL VERIFY THAT THE EXISTING SYSTEM CAN ACCOMMODATE THE PLAN. IF THE EXISTINGIRRIGATION SYSTEM DOES NOT HAVE THE CAPACITY TO ACCOMMODATE THE THIS PLAN, THE CONTRACTOR SHALLINFORM THE LANDSCAPE ARCHITECT IN WRITING BEFORE CONSTRUCTION.

2. IRRIGATION CONTRACTOR TO INSTALL A COMPLETE NEW AND OPERATIONAL IRRIGATION SYSTEM WITHIN THE LIMITOF WORK. INSTALL ALL IRRIGATION HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE AND RADIUS FOR THE AREATO BE IRRIGATED.

3. THE NEW IRRIGATION SYSTEM MAY INCLUDE BUT IS NOT LIMITED TO IRRIGATION MAIN LINE (PRESSURE PIPE), LATERALLINES (CIRCUIT PIPE), IRRIGATION VALVES, CONTROL WIRING, CONTROLLER, CONTROLLER ELECTRICAL SUPPLY,BACKFLOW PREVENTER, FILTER, GATE VALVE(S), SLEEVING, ISOLATION VALVES, QUICK COUPLER VALVES, VALVEBOXES, DRIP TUBING AND DRIP COMPONENTS AND IRRIGATION HEADS (FIXED SPRAY, ROTATORS, ROTORS, BUBBLERS).

4. WORK SHALL CONFORM WITH ALL APPLICABLE STANDARDS AND CODES.5. IRRIGATION CONTRACTOR TO INSTALL CIRCUITS SO AS TO MAINTAIN APPROPRIATE OPERATING PRESSURE FOR EACH

HEAD ON THE ENTIRE ZONE AND SHALL BE RESPONSIBLE FOR ENSURING ADEQUATE COVERAGE OF ALL IRRIGATEDAREAS.

6. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BECOME FAMILIAR WITH CONDITIONS OF THE SITEINCLUDING GRADES, LOCATIONS OF WALKS, STRUCTURES AND UTILITIES.

7. THE IRRIGATION CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL OFPROPOSED IRRIGATION SYSTEM PRIOR TO INSTALLATION OF IRRIGATION SYSTEM.

8. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALLCOORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES ANDLATERAL LINES THROUGH WALLS, AND UNDER HARD SURFACES. SLEEVES INSTALLED AT IMPROPER DEPTHS WILL BERE-INSTALLED BY BORING METHODS.

8. ALL NEW VALVES SHALL CONNECT TO THE NEAREST COMMON WIRE OF THE EXISTING 2-WIRE SYSTEM AND BEACCOMMODATED WITH THE EXISTING CONTROLLER. CONTRACTOR TO PROVIDE ADDITIONAL MODULES FORCONTROLLER AS REQUIRED.

9. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR INSTALLING CONDUITS AND WIRING FROM VALVES TO CONTROLLERS.10. INSTALL CHECK VALVES AS NEEDED TO PREVENT EXCESSIVE DRAINAGE AT LOW POINT OF EACH CIRCUIT.11. IRRIGATION CONTRACTOR SHALL ADJUST VALVES, FLUSH AND ADJUST IRRIGATION HEADS FOR OPTIMUM

COVERAGE WITH MINIMAL OVERSPRAY ONTO HARD SURFACES AND ELIMINATE SPRAY ON BUILDINGS AND OTHERVERTICAL SURFACES.

12. ALL IRRIGATION SYSTEM COMPONENTS TO BE INSTALLED AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS.13. IT IS THE INTENT TO HAVE ALL PIPING, VALVES, AND WIRING TO BE LOCATED IN PLANTING AREAS, WITH THE EXCEPTION

OF LOCATIONS REQUIRED FOR HARD SURFACE CROSSINGS. ADDITIONAL SLEEVES WILL BE REQUIRED. NOT ALLSLEEVES ARE SHOWN.

14. REFER TO PLANTING PLAN FOR COORDINATING HEAD LOCATIONS WITH TREE LOCATIONS. IRRIGATION HEADS TO BELOCATED TO MINIMIZE TREE CREATED SPRAY SHADOW.

15. ESTIMATED STATIC WATER PRESSURE AT POINT OF CONNECTION: 75 PSI. IRRIGATION CONTRACTOR IS TO NOTIFYLANDSCAPE ARCHITECT IN WRITING IF STATIC PRESSURE IS LESS.

16. ALL VALVE BOXES TO BE SUPPORTED WITH BRICK AS INDICATED.17. LOCATE IRRIGATION CONTROL VALVES IN LANDSCAPE AREAS, ADJACENT TO WALKS AND CURBS TO GREATEST

EXTENT POSSIBLE.18. THE LANDSCAPE ARCHITECT HAS THE RIGHT TO REFUSE MATERIAL OR WORK WHICH DOES NOT CONFORM TO THE

CONSTRUCTION DOCUMENTS. REJECTED WORK SHALL BE BE REMOVED OR CORRECTED AS SOON AS POSSIBLE ATTHE EXPENSE OF THE IRRIGATION CONTRACTOR.

19. IRRIGATION CONTRACTOR TO PROVIDE AS-BULT DRAWINGS AS INDICATED IN SPECIFICATIONS.20. PRIOR TO ACCEPTANCE OF WORK AND AS PART OF THE IRRIGATION PUNCH LIST THE IRRIGATION CONTRACTOR

SHALL CONDUCT A MEETING WITH THE OWNER TO DEMONSTRATE THE OPERATION OF THE ENTIRE IRRIGATION SYSTEMINCLUDING WINTERIZATION AND START-UP PROCEDURES AND PROVIDE A RECOMMENDED IRRIGATION SCHEDULE.REMOTE OPERATING EQUIPMENT, IF ANY, SHALL BE GIVEN TO OWNER AT THIS TIME.

21. GUARANTEE: ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF ACCEPTANCE AGAINST ALL DEFECTSIN MATERIAL, EQUIPMENT, AND WORKMANSHIP. GUARANTEE SHALL ALSO COVER REPAIR FOR DAMAGE TO ANYPART OF THE PROJECT PROPERTY RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL, EQUIPMENT ORWORKMANSHIP, TO THE SATISFACTION OF THE OWNER. REPAIRS, IF REQUIRED, SHALL BE COMPLETED PROMPTLY ANDAT NO COST TO THE OWNER.

22. EACH TREE TO BE IRRIGATED WITH A PAIR OF BUBBLERS AS INDICATED IN THE DETAIL. EACH PAIR OF BUBBLERS ATEACH TREE TO BE PIPED IN AN IRRIGATION CIRCUIT WITH A MAXIMUM FLOW OF 40 GPM. EACH BUBBLER PAIR HAS ATOTAL FLOW OF 1 GPM.

L101




REVISIONS:



Ph: 801.269.0055Fax: 801.269.1425

www.thinkaec.com

PROJECT NO.

LANDSCAPE

DATE:

SHEET TITLE:

SHEET NUMBER:

20010JAN. 17, 2019

MEA

DOW

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3

T X T BUSHING TO LATERALSCH. 80 ELBOW WITH SCHED. 80 NIPPLE INTO

3/4" WASHED GRAVEL, 6" DEPTH MINIMUM16

13

14

15

12

CONTROL WIRES

LATERAL LINE

SCH. 80 NIPPLE ON EITHER SIDE OF UNIONCARSON-BROOKS 1419-1220

BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION)

PROVIDE 24" EXPANSION LOOP ATEACH WIRE CONNECTOR IN BOX.

WATER TIGHT CONNECTORS (3M DBY ONLY)

JUMBO VALVE BOX WITH STAINLESS STEEL BOLTS. (BOLT DOWN LID). (MUST BE APPROVED

15

1254

108

7

9

1

8

11

11

10

9

8

14

13

PVC SCH. 80 UNION

3

2

1

10"-16"

THREADED NIPPLE WITH BUSHING

16

CONTROL VALVE ASSEMBLY 4

NOTE:1. ONE REMOTE CONTROL VALVE PER JUMBO SIZE BOX.2. ALL FITTINGS AND NIPPLES IN MANIFOLD SHALL BE SCH. 80 THREADED PVC, USING TEFLON TAPE AND#5 RECTOR SEAL.3. VALVE MANIFOLD TO BE INSTALLED GOING AWAY FROM MAIN LINE 1 FOOT MINIMUM BEFORECHANGE IN DIRECTION.

9

2

PVC SCH 80 T X T ELBOW4

PVC SCH. 80 NIPPLE; LENGTH AS REQUIRED (TYP.)5

LINE FROM MANIFOLD CONNECTION6

7 ELECTRIC CONTROL VALVE - SEE IRRIGATION SCHEDULE

6

TOP OF VALVE BOX FLUSH WITH FINISH GRADE

DRIP CONTROL ZONE KIT 7

FINISH GRADE/TOP OF MULCH1

VALVE BOX WITH COVER2

30" LINEAR LENGTH OF WIRE, COILED3

WATERPROOF WIRE CONNECTION4

1" BALL VALVE (INCLUDED)5

ID TAG AS REQUIRED6

REMOVE CONTROL VALVE7

PRESSURE REGULATING BASKET FILTER8

PVC SCH 40 FEMALE ADAPTOR9

LATERAL PIPE TO DRIP ZONE10

PVC PIPE AND FITTINGS11

MAIN LINE PIPE12

3" MIN. DEPTH OF 3/4" WASHED GRAVEL13

PVC SCH 80 CLOSE NIPPLE (INCLUDED)14

BRICK (4) AS VALVE BOX FOOTING15

11

1 2 3 4 5 6 7 8 9

10

14 15

12

13

QUICK COUPLING VALVE ASSEMBLY

1

2

3

4

5

7

9

10" ROUND GREEN PLASTIC VALVE BOX,

FINISH GRADE

QUICK COUPLER - SEE EQUIPMENT SCHEDULE

1" GALVANIZED RISER, LENGTH AS REQUIRED

6" MIN. DEPTH 3/4" WASHED GRAVEL

#4 REBAR, DRIVEN INTO SOIL 18" MIN.

12

3

4

5

8

7

9

6

8 1" DOUBLE ELBOW SWING JOINT ASSEMBLY

MAIN SUPPLY LINE6

(MOUNT 4 - 6" BELOW GRADE)

NOTE:1. INSTALL (1) QUICK COUPLING VALVE IN LOCATIONS INDICATED ONPLAN2. INSTALL VALVE BOX SO TOP OF BOX IS AT FINISH GRADE IN TURF AND2" ABOVE FINISH GRADE IN PLANTING AREAS.3. TOP OF QUICK COUPLER VALVE TO HAVE 3" MIN. CLEARANCE FROMVALVE BOX LID4. DO NOT INSTALL IN ROOFTOP PLANTING AREAS OR CONTAINERS

SECURE VALVE TO REBAR WITH (2) MIN. STAINLESS STEELSCREW CLAMPS

3

7

6

5

1

4

2

31

2 EXISTING HARD SURFACE TO BE SAWCUT, PATCH AS REQUIRED

CONCRETE OR ASPHALT PAVING

WIDTH AS REQUIRED3

4 DEPTH TO BE 24" MIN. OR TO MATCH MAIN LINE AS REQUIRED

5

6

7

COMPACTED BACKFILL FREE FROM ROCK GREATER THAN 1" IN DIAMTER

CONTROL WIRE SLEEVE TO BE 6" TO EITHER SIDE OR 6" BENEATH MAIN LINE

MAIN LINE / LATERAL LINE IN PVC SLEEVE

NOTE:1. SLEEVES 4" AND SMALLER TO BE PVC SCH. 40 PIPE.2. SLEEVES LARGER THAN 4" TO BE PVC CLASS 200 PIPE.3. ALL SLEEVES TO BE 2" LARGER THAN PIPE TO BE SLEEVED.4. SLEEVES FOR WIRING TO BE 2" LARGER I.D. THAN CONTROL WIRE BUNDLE.5. CONCRETE OR ASPHALT PATCH TO MATCH EXISTING CONCRETE ORASPHALT CUT FOR PIPE TRENCH.

SLEEVES FOR IRRIGATION PIPE AND WIRE 2

BUBBLER ON 1/4" TUBING STAKE

1/4" DISTRIBUTION TUBING, LENGTH AS REQUIRED

EXTEND DISTRIBUTION TUBING TO CIRCUIT LATERAL

PLANTER FINISH GRADE

BUBBLER SPIKE WITH 1/4" DISTRIBUTION TUBING 8

3

2

11

2

3

44

USE MALE THREAD MODEL

STREET ELBOWS

BETWEEN 30 AND 45 DRG. OF LATERAL PIPE.7

8 DEPTH - SEE NOTES & TRENCH DETAIL

1

SWING JOINT ARM INSTALLED AT ANGLE

ON PLANPVC LATERAL LINE, SIZE AS NOTED

PVC SCH. 40 SxSxT TEE (OR ELL)

SCH. 80 THREADED NIPPLE W/ MARLEX

2" CLEAR OF ALL HARDSCAPE SURFACESNOTE: ALL SPRAY HEADS TO BE PLACED

FINISH GRADE

POP-UP ROTOR SPRINKLER - SEE LEGEND

1

2

3

4

5 6

8

2

3

4

5

6

7

TOP OF ROTOR POP-UP SPRINKLER FLUSHWITH SIDEWALK

POP-UP SPRAY SPRINKLER:SEE LEGEND

FINISH GRADE/TOP OF MULCH1

2

3

4

5 PVC SCH 40 SxSxT TEE OR ELL

PVC LATERAL PIPE

24" MAXIMUM LENGTHSWING ASSEMBLY FLEX TUBE

6 1/2" BARB 90d

7 1/2" MARLEX 90d ELL

ROTOR POP- UP SPRINKLER 5 POP-UP SPRINKLER (LAWN AREA) 6

1

2

3

7 4 6 5

NOTES:1. INSTALL EMITTER PER MANUFACTURER'S WRITTEN INSTRUCTIONS

DIFFUSER BUG CAP

TUBING STAKE

DISTRIBUTION TUBING

TOP OF MULCH

SINGLE-OUTLET BARB INLET X BARB OUTLET EMITTER

1/2" POLYETHYLENE TUBING

FINISH GRADE

DRIP EMITTER WITH DISTRIBUTION TUBING 9

1

2

3

4

5

6

77

6

5

4321

6

5

4

21

1

3

4

5

2

6

7

7

8

83

8

10

BACKFILL SOIL FREE FROM ROCKS GREATER THAN 1" DIAMETER.

TOPSOIL FREE FROM ROCKS GREATER THAN 1" DIAMETER. LAYERTHICKNESS AS INDICATED IN PLANTING NOTES

12"

10 DECTABLE WARNING TAPE AT MAIN LINE

TRENCH DETAIL 1

9

9

IF LAWN IS EXISTING, REPLACE SOD AS PER OWNER'SSPECIFICATIONS

ADJACENT HARD SURFACE

NON-PRESSURE LATERAL LINE

PRESSURE MAIN LINE

DIRECT BURIAL, LOW VOLTAGE CONTROL WIRES; TAPE AND BUNDLEAT 10' O.C. PLACE 6" EITHER SIDE, OR 6" BELOW MAIN LINE PIPE.

MORTAR SAND BEDDING 2" BELOW AND ABOVE PIPE

PIPE DEPTHS:MAIN LINE: 24 - 30" COVERLATERAL LINE: 8 - 16" COVER

L501

IRRIGATIONDETAILS



REVISIONS:



Ph: 801.269.0055Fax: 801.269.1425

www.thinkaec.com

PROJECT NO.

LANDSCAPE

DATE:

SHEET TITLE:

SHEET NUMBER:

20010JAN. 17, 2019

MEA

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bhunter

Typewritten Text

EXHIBIT "C"

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700 WEST

200

SO

UT

H

ACQUISITION AREA-A

1,439 Sq. Ft.

(0.03 Acres)

LAKEVIEW MEADOWS LLC

PARCEL NO.: 13-042-0097

ACQUISITION AREA-B

5,820 Sq. Ft.

(0.13 Acres)

P.O.B.

P.O.B.

PROPOSED TEMPORARY

CONSTRUCTION EASEMENT

LAKEVIEW MEADOWS

SOUTH LLC

PARCEL NO.: 13-042-0098

PROPOSED 10' P.U.E,

DRAINAGE, & TEMPORARY

CONSTRUCTION EASEMENTPROPOSED 10' P.U.E,



PROPOSED 10' P.U.E,



P.O.B.

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AutoCAD SHX Text

AMERICAN FORK CITY ACQUISITION AREA

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

FAX: (801) 562-2551

AutoCAD SHX Text

PHONE: (801) 562-2521

AutoCAD SHX Text

PARCEL NO: 13-042-0097

AutoCAD SHX Text

DWG\EXHIBIT_LAKEVIEW

bhunter

Typewritten Text

EXHIBIT "F"

AutoCAD SHX Text

FILE NAME

AutoCAD SHX Text

9270 SOUTH 300 WEST

AutoCAD SHX Text

6308.1810

AutoCAD SHX Text

SANDY, UT 84070

AutoCAD SHX Text

APRIL 27, 2021

{https://afcity-my.sharepoint.com/personal/bhunter_americanfork_gov/Documents/Stuff to upload to network/Meadows at American Fork/lakeview_meadows_13-042-0097.docx}

9270 South 300 West, Suite A-2 ● Sandy, UT 84070 ● (801) 562-2521 ● Fax (801) 562-2551 ● www.pepg.net

April 27, 2021

Project: American Fork 200 South Parcel No: 13-042-0097 and 13-042-0098 (Lakeview Meadows LLC)

American Fork City Acquisition Area Acquisition Area-A Beginning at a point which is on the northeast corner of the grantors parcel as defined in Entry 36910:2017, said point being South 89°54’13” East, along the section line 800.93 feet and South 00°05’47” West, 1654.76 feet from the North Quarter Corner of Section 22, Township 5 South, Range 1 East, Salt Lake Base and Meridian (Basis of Bearing is North 89°53’29” West between the Northwest Corner and North Quarter Corner of Said Section 22); and running thence South 01°00'02" West, 31.86 feet; thence North 50°50'13" West, 40.93 feet; thence North 89°13'53" West, 106.21 feet; thence North 80°42'02" West, 43.43 feet; thence South 89°13'48" East, 181.36 feet to the point of beginning. -Together with a 10 foot public utility easement, drainage easement, and temporary construction easement along the southerly borders of the above described parcel. Contains: 1,439 Sq. Ft. or 0.03 Acres more or less ALSO: Acquisition Area-B Beginning at a point which is on the easterly boundary of the grantors parcel as defined in Entry 36910:2017, said point being South 89°54’13” East, along the section line 794.44 feet and South 00°05’47” West, 2140.79 feet from the North Quarter Corner of Section 22, Township 5 South, Range 1 East, Salt Lake Base and Meridian (Basis of Bearing is North 89°53’29” West between the Northwest Corner and North Quarter Corner of Said Section 22); and running thence along a curve turning to the left through 07°06'53", having a radius of 1176.25 feet, and whose long chord bears South 05°09'39" East, for a distance of 145.97 feet to the beginning of a curve; said curve turning to the right through an angle of 09°33'35", having a radius of 1195.93 feet, and whose long chord bears South 03°56'19" East, 199.31 feet; thence South 00°50'29" West, 66.90 feet; thence South 00°49'54" West, 224.91 feet; thence North 89°25'26" West, 13.39 feet; thence North 01°07'44" East, 331.74 feet to the beginning of a curve, said curve turning to the left through an angle of 06°06'18", having a radius of 1061.51 feet, and whose long chord bears North 01°55'59" West, for a distance of 113.05 feet; thence, North 05°03'12" West, 83.88 feet to the beginning of a curve, said curve turning to the right through 05°28'35", having a radius of 1127.49 feet, and whose long chord bears North 02° 24' 12" West, for a distance of 107.72 feet to the point of beginning. -Together with a 10 foot public utility easement, drainage easement, and temporary construction easement along the westerly border of the above described parcel. Contains: 5,820 Sq. Ft. or 0.13 acres more or less

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ALSO: -Together with a 10 foot public utility easement, drainage easement, and temporary construction easement along the northerly and easterly borders of the existing Lakeview Meadows LLC parcel. (Parcel No.: 13-042-0097) ALSO: A Temporary Construction Easement as described below: Beginning at a point which is South 89°54’13” East, along the section line 789.76 feet and South 00°05’47” West, 1735.29 feet from the North Quarter Corner of Section 22, Township 5 South, Range 1 East, Salt Lake Base and Meridian (Basis of Bearing is North 89°53’29” West between the Northwest Corner and North Quarter Corner of Said Section 22); and running thence North 13°28’54” West, 40.40 feet; thence North 50°50’13” West, 24.24 feet; thence North 77°53’31” West, 50.86 feet; thence South 89°13’53” East, 53.35 feet; thence South 50°50’13” East, 32.56 feet; thence South 00°50’53” West, 43.99 feet to the point of beginning. Contains: 771 Sq. Ft. or 0.02 acres more or less

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AGENDA ITEM Review and action on an ordinance adopting an amendment to Section

17.7.507.F.6 of the American Fork City Municipal Code regarding building primary orientation.

SUMMARY RECOMMENDATION The planning commission recommended approval of

the amendment to Section 17.7.507.F.6 of the American Fork City Municipal Code as stated in

the attached minutes of the April 21, 2021 planning commission meeting.

BACKGROUND This development code text amendment proposes additional options for

siting structures in the PC Planned Community zone by expanding options for a building’s

primary orientation from just a street to also include drive aisles, common area and open spaces.

For further analysis, please refer to the attached development code text amendment, application

materials, staff report and planning commission minutes.

BUDGET IMPACT No direct budgetary impact is anticipated as a result of this approval.

SUGGESTED MOTION I move to approve the ordinance adopting an amendment to Section

17.7.507.F.6 of the American Fork City Municipal Code regarding building primary orientation.


1. Ord (PDF)

2. Staff Report (PDF)

3. Minutes (PDF)

Department Planning

Director Approval Adam Olsen



MAY 11, 2021

5.3

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ORDINANCE NO _________

AN ORDINANCE AMENDING SECTION 17.7.507.F.6 OF THE AMERICAN FORK CITY MUNICIPAL CODE RELATING TO THE PRIMARY ORIENTATION OF BUILDINGS.

BE IT ORDAINED BY THE CITY COUNCIL OF AMERICAN FORK CITY, UTAH, AS FOLLOWS:

PART I

TEXT OF ORDINANCE

17.7.507.F.6

b. Multiple unit residential, commercial, office, manufacturing and mixed use structures.

1. For portions of the project area intended for development of multiple unit residential, commercial, office, manufacturing and mixed use structures, the plan shall show the location, height, and intended use, number of residential units and square footage of commercial, office, manufacturing or other non-residential uses within each structure.

2. The plan shall show the areas intended for use as off-street parking and landscaping and any other major use or activity to be included as a part of the project.

3. Standards. A. Building primary orientation shall be toward the a public or private street,

drive aisle, common area or other public or private open space rather than the parking area.

B. At least sixty percent of the street frontage shall have buildings within ten feet of the property line. Parking is not permitted in this area.

C. Trash storage areas, mechanical equipment, and similar areas are not permitted to be visible from the street.

D. The principal entrance must be designed to be readily apparent. Buildings that are open to the public and are within thirty feet of the street shall have an entrance for pedestrians from the street to the building interior. This entrance shall be designed to be attractive and functional, be a distinctive and prominent element of the architectural design, and shall be open to the public during all business hours.

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PART II

PENALTY AND ADOPTION

SECTION 1 – Conflicting Provisions. Whenever the provisions of this Ordinance conflict with the provisions of any other ordinance, resolution or part thereof, the more stringent shall prevail.

SECTION 2 – Provisions Severable. This Ordinance and the various sections, clauses and paragraphs are hereby declared to be severable. If any part, sentence, clause or phrase is adjudged to be unconstitutional or invalid it is hereby declared that the remainder of the ordinance shall not be affected thereby.

SECTION 3 – Amendment to be Added to Development Code. The City Council hereby authorizes and directs that insert pages reflecting the provisions enacted hereby shall be made and placed in the Official copies of the American Fork Development Code in the office of the City Recorder.

SECTION 4 – Penalty. Hereafter these amendments shall be construed as part of the Development Code of American Fork City, Utah, to the same effect as if originally a part thereof, and all provisions of said Code shall be applicable thereto, including, but not limited to, the enforcement, violation and penalty provisions.

SECTION 5 – Effective Date. This Ordinance shall take effect upon its passage and publication as required by law.

PASSED AND ORDERED PUBLISHED BY THE CITY COUNCIL OF AMERICAN FORK CITY, UTAH, THIS 11TH DAY OF MAY 2021.

___________________

Mayor

ATTEST:

___________________

City Recorder

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Hearing, review and action on various amendments to Section 17.7.507.F.6 of the American Fork City Development Code.

The proposed City-initiated code text amendment deals with building primary orientation for multi-family structures within the PC (Planned Community) zone. Staff recommends that a building’s primary orientation, in addition to being “toward a street” be expanded to include drive aisle, common area or other public or private open space. This will allow buildings to orient toward open spaces (whether public or private), drive aisles as found in traditional multi-family developments or public/private streets. In so doing, this will allow greater flexibility in siting structures--as intended by the PC zone--and be similar to allowances given for building placement in the TOD (Transit Oriented Development) zone. Draft language is included. Potential Motions APPROVAL Mr. Chairman, I move that we recommend approval of the proposed amendments to the Development Code. DENIAL Mr. Chairman, I move that we recommend denial of the amendments to Development Code. TABLE Mr. Chairman, I move that we table action on the amendments to the Development Code.

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UNAPPROVED MINUTES

4 | P a g e Planning Commission Minutes – April 21, 2021

3. Hearing, review and action on amendments to Section 17.7.507.F.6 of the American Fork 1 City Municipal Code regarding building primary orientation 2

3 Mr. Olsen stated that the proposed City-initiated code text amendment deals with building 4 primary orientation for multi-family structures within the PC (Planned Community) zone. Staff 5 recommends that a building’s primary orientation, in addition to being “toward a street” be 6 expanded to include drive aisle, common area or other public or private open space. This will 7 allow buildings to orient toward open spaces (whether public or private), drive aisles as found in 8 traditional multi-family developments or public/private streets. In so doing, this will allow 9 greater flexibility in siting structures--as intended by the PC zone--and be similar to allowances 10 given for building placement in the TOD (Transit Oriented Development) zone. 11

Mr. Hunter has no engineering concerns or comments. 12

13

Public Hearing Opened 14

No comments were received. 15

Public Hearing Closed 16

17

Mr. Dupaix moved to recommend approval of the proposed amendments to the 18 Development Code. 19

Mr. Brocious seconded the motion. Voting was as follows: 20

Christine Anderson Aye 21 Chris Christiansen Aye 22

Rod Brocious Aye 23 Harold Dudley Aye 24 Geoff Dupaix Aye 25 The motion passed. 26 27 28

4. Hearing, review and action on an amendment to the Lake City Row Planned Community 29 Master Plan, located in the vicinity of 860 East Utah Valley Drive in the PC Planned 30 Community and the PI-1 Planned Industrial zones 31

32 Mr. Olsen reminded commissioners that this item was tabled at the April 7th Planning 33 Commission meeting. The Planning Commission requested additional information regarding the 34 shared parking areas, numbers of stalls included and any buffering proposals. Discussion 35 centered around shared parking, reduced housing units, and the appropriateness of office 36 warehouse uses in a mixed-use community setting. Staff remains opposed to the amended 37

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Wendelin Knobloch

AGENDA ITEM Review and action on the final plat of Autumn Crest Phase 1 Plat E

Subdivision, located in the vicinity of 930 East 1040 North in the R-1-9,000 Residential zone.

SUMMARY RECOMMENDATION The planning commission recommended approval of

the Autumn Crest Phase 1 Plat E Subdivision as stated in the attached minutes of the April 21,

2021 planning commission meeting.

BACKGROUND The applicant proposes a final plat for a further phase of the Autumn Crest

subdivision; this ten-lot plat is located in the southwestern portion of the project and backs North

County Boulevard. For further analysis, please refer to the attached final plat, staff report and

planning commission minutes.

BUDGET IMPACT No direct budgetary impact is anticipated as part of this final plat

approval.

SUGGESTED MOTION I move to approve the final plat of Autumn Crest Phase 1 Plat E

Subdivision, located in the vicinity of 930 East 1040 North in the R-1-9,000 Residential zone

and to authorize the mayor and city council to sign the plat and accept the dedications with

instructions to the city recorder to withhold recording of the plat subject to:

• All conditions identified in the public record associated with the April 21, 2021 planning

commission meeting.


1. Plat (PDF)

2. Staff Report (PDF)

3. Minutes (PDF)

Department Planning

Director Approval Adam Olsen



MAY 11, 2021

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THENCE S 34°08'18" E 126.13 FEET; THENCE S 14°01'32" E 76.74 FEET; THENCE S 50°07'46" E 119.18 FEET;THENCE S 52°45'26" W 422.34 FEET TO A POINT ALONG THE EASTERLY RIGHT-OF-WAY LINE OF NORTHCOUNTY BLVD; THENCE ALONG SAID RIGHT OF WAY THE FOLLOWING COURSE: ALONG THE ARC OF A988.00 FOOT RADIUS CURVE TO THE RIGHTS A DISTANCE OF 498.95 FEET (CURVE HAVING A CENTRALANGLE OF 28°56'06” AND A LONG CHORD BEARS N17°35'23”W 493.66 FEET); THENCE S 89°10'55" E 112.57FEET; THENCE N 70°06'56" E 67.48 FEET; THENCE S 73°19'26" E 111.33 FEET; THENCE N 23°17'00" E 55.38FEET TO THE POINT OF BEGINNING.

CONTAINING: 3.29 ACRES OR 143,229 SF

# OF LOTS = 10

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SEWER & WATER AUTHORITY

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%%USEWER & WATER AUTHORITY APPROVAL

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APPROVED THIS DAY OF A.D. 20 , BY THE WATER AUTHORITY.

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SURVEYOR'S CERTIFICATE

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I, , DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, AND THAT I HOLD A LICENSE IN ACCORDANCE WITH TITLE 58, CHAPTER 22, PROFESSIONAL ENGINEERS AND LAND SURVEYORS LICENSING ACT, UTAH CODE ANNOTATED, 1953 AS AMENDED, CERTIFICATE NO. . I FURTHER CERTIFY THAT BY AUTHORITY OF THE OWNERS, I HAVE MADE A SURVEY OF THE TRACT OF LAND SHOWN ON THIS PLAT AND DESCRIBED BELOW, HAVE SUBDIVIDED SAID TRACT OF LAND INTO LOTS, STREETS AND EASEMENTS, HAVE COMPLETED A SURVEY OF THE PROPERTY DESCRIBED ON THIS PLAT IN ACCORDANCE WITH SECTION 17-23-17, UTAH CODE ANNOTATED, 1953 AS AMENDED, HAVE VERIFIED ALL MEASUREMENTS, AND HAVE PLACED MONUMENTS AS REPRESENTED ON THE PLAT. I FURTHER CERTIFY THAT EVERY EXISTING RIGHT-OF-WAY AND EASEMENT GRANT OF RECORD FOR UNDERGROUND FACILITIES, AS DEFINED IN SECTION 54-8a-2, UTAH CODE ANNOTATED, 1953 AS AMENDED, AND FOR OTHER UTILITY FACILITIES, IS ACCURATELY DESCRIBED ON THIS PLAT, AND THAT THIS PLAT IS TRUE AND CORRECT.

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SURVEYOR, P.L.S.

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DATE

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(SEE SEAL BELOW)

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FOR THE PERPETUAL USE OF THE PUBLIC.

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HEREBY DEDICATE ANY PUBLIC STREETS AND OTHER PUBLIC AREAS SHOWN THEREON

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HAVE CAUSED THE SAME TO BE SUBDIVIDED INTO LOTS, STREETS, AND EASEMENTS AND DO

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THE UNDERSIGNED OWNERS OF THE PROPERTY DESCRIBED ABOVE AND SHOWN ON THIS PLAT,

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IN WITNESS HEREOF WE HAVE HEREUNTO SET OUR HANDS THIS

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DAY OF

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, A.D.

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CITY ENGINEER

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THE %%U CITY COUNCIL %%U OF %%U

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%%U %%U DAY OF %%U %%U , A.D. %%U %%U.

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APPROVED

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MAYOR

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AMERICAN FORK CITY, UTAH COUNTY, STATE OF UTAH

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CLERK-RECORDER

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ATTEST

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(SEE SEAL BELOW)

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LOCATED IN THE SW 1/4 OF SECTION 7, T. 5 S., R. 2 E., SLB&M

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AMERICAN FORK CITY

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COUNCIL MEMBER

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COUNCIL MEMBER

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COUNCIL MEMBER

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COUNCIL MEMBER

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COUNCIL MEMBER

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AUTUMN CREST PHASE 1 PLAT "E"

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LOCATED IN THE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 5 SOUTH, RANGE 2 EAST, SALT LAKE BASE & MERIDIAN AMERICAN FORK CITY, UTAH COUNTY, STATE OF UTAH

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VACATION OF CERTAIN PUBLIC UTILITY EASEMENTS AND ACCEPTS THE DEDICATION

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OF ALL STREETS AND EASEMENTS FOR THE PERPETUAL USE OF THE PUBLIC THIS

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COUNTY OF UTAH, APPROVES THIS SUBDIVISION AND HEREBY ACKNOWLEDGES THE

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TOTAL DEVELOPMENT: 3.29 ACRES 3.29 ACRES ZONE: R-1-9000 R-1-9000 TOTAL LOTS: 10 10 10 FLOOD ZONE DESIGNATION: X FIRM MAP PANEL #: 495517 0110 B EFFECTIVE DATE: JULY 17, 2002

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%%UTABULATIONS

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I:\My Drive\Berg Civil\2019\PAT - Autumn Crest\Final\Phase 4\AC Final_Plat E.dwg

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BENCHMARK

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%%U %%U OF %%U %%U

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A RESIDENTIAL SUBDIVISION

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A RESIDENTIAL SUBDIVISION

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11038 N Highland Blvd Suite 400 Highland Ut, 84003 office (801) 492-1277 cell (801) 616-1677

- 1 -

AMERICAN FORK CITY MEETING DATE: April 21, 2021 PLANNING COMMISSION STAFF PRESENTATION: Adam Olsen AGENDA TOPIC: Hearing, review and action on the preliminary and final plats for Autumn Crest Subdivision, Plat E, located at approximately 1040 North 930 East, in the R1-9,000 Residential zone. ACTION REQUESTED: Approval of the preliminary plan and recommendation of approval of the final plat.

BACKGROUND INFORMATION

Location: 1040 North 930 East

Applicant: Patterson Homes/Berg Engineering Existing Land Use: Vacant Proposed Land Use: Residential

Surrounding Land Use:

North Vacant South Residential East Residential West Institutional

Existing Zoning: R1-9,000 Proposed Zoning: N/A

Surrounding Zoning:

North R1-9,000 South R1-9,000 East R1-9,000 West S-1 (Special Institutional)

Land Use Plan Designation: Residential Low Density (3 du/ac)

Zoning within density range? x Yes No Background Autumn Crest Subdivision was preliminarily approved in 2012 and 2015 but not all plats received final approval. The area of Plat E is one such example. The preliminary plan has lapsed, and the applicants have returned with a new preliminary plan and final plat for Plat E. Access is provided off an existing stub-street, 1040 North. Plat E is an infill area of the Autumn Crest subdivision, consisting of 10 lots and located directly north of Plat A and west of Plat D. All lots meet or exceed the requirements of the R1-9,000 zone.

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Section 17.8.211 of the Development Code The Planning Commission may act to recommend approval of a final plat upon a finding that:

a. The final plat conforms with the terms of the preliminary plan approval.

The preliminary plan and final plat are being processed concurrently.

b. The final plat complies with all City requirements and standards relating to Subdivisions. This criterion has been met.

c. The detailed engineering plans and materials comply with the City standards and policies.

Engineering will address any concerns at the time of the Planning Commission Meeting.

d. The estimates of cost of constructing the required improvements are realistic.

Required improvements for this plat have been constructed.

e. The water rights conveyance documents have been provided. Water rights conveyance shall be satisfied prior to plat recordation.

FINDINGS OF FACT: After reviewing the amended plat for Autumn Crest Plat E, the following findings of fact are offered for consideration:

1. The final plat is consistent with the Land Use Plan.

2. The final plat meets Section 17.8.101 (Intent) of Chapter 17.8 (Subdivisions).

3. The final plat meets the criteria as found in Section 17.8.211 of the Development Code.

POTENTIAL MOTIONS APPROVAL PRELIMINARY PLAN

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Mr. Chairman, I move that we approve the preliminary plan of Autumn Crest, Plat E, subject to any findings, conditions and modifications found in the engineering report. FINAL PLAT Mr. Chairman, I move that we recommend approval of the final plat of Autumn Crest, Plat E, with the findings listed in the staff report, and subject to any findings, conditions and modifications found in the engineering report. DENIAL PRELIMINARY PLAN Mr. Chairman, I move that we deny the preliminary plan of Autumn Crest, Plat E. FINAL PLAT If the preliminary plan is denied, there can be no recommendation on the final plat. TABLE PRELIMINARY PLAN Mr. Chairman, I move that we table action on the preliminary plan of Autumn Crest, Plat E. FINAL PLAT Mr. Chairman, I move that we table action on the final plat of Autumn Crest, Plat E.

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AMERICAN FORK CITY ENGINEERING DIVISION STAFF REPORT

Planning Commission Meeting Date: 4/21/2021

This report is a summary of the American Fork City Engineering Division plan review comments regarding the subject plan as submitted by the applicant for American Fork City Land Use Authority approval:

Project Name: Autumn Crest Plat E

Project Address: 930 East 1040 North

Developer / Applicant’s Name: Patterson Homes

Type of Application: ☒ Subdivision Final Plat ☒ Subdivision Preliminary Plan ☐ Annexation

☐ Code Text Amendment ☐ General Plan Amendment ☐ Zone Change

☐ Commercial Site Plan ☐ Residential Accessory Structure Site Plan Engineering Division Recommendation: The Engineering Division recommends APPROVAL of the proposed development subject to the following findings and conditions: 1. All Standard Conditions of Approval and items denoted as “Plan Modification(s) Required” in the

4/21/2021 Engineering Division Staff Report for the City Land Use Authority shall be addressed on all final project documents.

2. Right-of-way dedication for North County Boulevard and 1100 North is to be completed prior to recording the mylar and commencing construction.

3. Any redline comments from 3rd party reviews of the plat will need to be addressed once received. Project Map:

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STANDARD CONDITIONS OF APPROVAL Standard Conditions of Approval:

APPLICANT is responsible and shall submit/post/obtain all necessary documentation and evidence to comply with these Standard Conditions of Approval prior to any platting, permitting, or any other form of authorization by the City including plat recording or other property conveyance to the City and prior to scheduling a pre-construction meeting. All recording shall take place at the Utah County Recorder’s Office.

1. Title Report: Submit an updated Title Report not older than 30 days or other type of appropriate verification that shows all dedications to the City are free and clear of encumbrances, taxes, or other assessments.

2. Property Taxes and Liens: Submit evidence that all the property taxes, for the current and/or previous years, liens, and agricultural land use roll over fees have been paid in full.

3. Water Rights: Submit evidence that all the required water rights have been conveyed to American Fork City.

4. Performance Guarantee: Post a performance guarantee for all required public and essential common improvements.

5. Easements and Agreements: Submit/record a long-term Storm Water Pollution Prevention Maintenance Agreement signed and dated by the property owner and any required easement documentation.

6. Land Disturbance Permit: Obtain a Land Disturbance Permit. 7. Compliance with the Engineering Division Plan Review Comments: All plans and documents

shall comply with all the Technical Review Committee comments and the City Engineer’s final review.

8. Sensitive Lands: Record all applicable documents required for compliance with the City’s Sensitive Lands Ordinance.

9. Utility Notification Form: Submit a Subdivision Utility Notification Form. 10. Professional Verification: Submit final stamped construction documentation by all appropriate

professionals. 11. Fees: Payment of all development, inspection, recording, street light, and other project related fees. 12. Mylar: Submit a Mylar. All plats will receive final verification of all formats, notes, conveyances,

and other items contained on the plat by City staff (recorder, legal, engineer, GIS, planning).

Plan Modifications Required:

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UNAPPROVED MINUTES


1 AMERICAN FORK CITY 2

PLANNING COMMISSION MINUTES 3 APRIL 21, 2021 4

5 The American Fork City Planning Commission met in a regular session on April 21, 2021 in an 6 electronic meeting on the Zoom platform, viewable on the City’s YouTube link, commencing at 7 7:00 p.m. 8 9 Present: Vice-Chairwoman Christine Anderson 10 Chris Christiansen 11 Geoff Dupaix 12 Rod Brocious 13 14 15 Absent: Chairman John Woffinden 16 Ryan Hunter 17 Harold Dudley – present for part of meeting 18 19 Staff Present: Adam Olsen, City Planner 20 Wendelin Knobloch, Planner 21 Ben Hunter, Engineer 22 Lisa Halversen, Administrative Assistant 23 24 Others Present: Ken Berg, Ginger Romriell, Buck Swaney 25 26 Public Comments Received: None 27 28 Vice-Chairwoman Anderson referred to the “Notice of Electronic Meeting.” 29 30 1. Hearing, review and action on the preliminary and final plats of Autumn Crest Phase 1 Plat E 31

Subdivision, located in the vicinity of 930 East 1040 North 32 33

Mr. Olsen stated that Autumn Crest Subdivision was preliminarily approved in 2012 and 2015 but 34 not all plats received final approval. The area of Plat E is one such example. The preliminary plan 35 has lapsed, and the applicants have returned with a new preliminary plan and final plat for Plat E. 36

Access is provided off an existing stub-street, 1040 North. Plat E is an infill area of the Autumn 37 Crest subdivision, consisting of 10 lots and located directly north of Plat A and west of Plat D. All 38 lots meet or exceed the requirements of the R1-9,000 zone. 39

Mr. Hunter said that the engineering division has reviewed the plans and they meet the 40 requirements. Some roadway dedications to UDOT are being worked on, they recommend 41 approval. 42

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UNAPPROVED MINUTES


Mr. Ken Berg, civil engineer, indicated that Autumn Crest Plat F will be coming soon. 1

Public Hearing Opened 2

No comments were received. 3

Public Hearing Closed 4

5 Mr. Brocious moved to approve the preliminary plan of Autumn Crest Plat E, subject to any 6 findings, conditions, and modifications found in the engineering report. 7 8 Mr. Dupaix seconded the motion. Voting was as follows: 9 10


Rod Brocious Aye 13 Geoff Dupaix Aye 14 The motion passed. 15 16 17

Mr. Brocious moved to approve the final plat of Autumn Crest, Plat E, with the findings 18 listed in the staff report, and subject to any findings, conditions and modifications found in 19 the engineering report. 20 21 Mr. Dupaix seconded the motion. Voting was as follows: 22 23


Rod Brocious Aye 26 Geoff Dupaix Aye 27 The motion passed. 28 29 30

31

2. Review and action on the North Binch Annexation agreement located in the vicinity of 800 32 West 500 South 33 34

Mr. Olsen told commissioners that the North Binch Annexation consists of 26.02 acres and is 35 located in the area of 800 West 500 South, south of the Willow Glen townhome development. 36 Existing use of the area is agriculture. The City’s Land Use Map designates the property as TOD 37 (Transit Oriented Development). Within that TOD designation, the property lies within the 38 General Mixed-Use and Neighborhood Edge sub-designations, with density ranges of 8-20 du/ac 39

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AGENDA ITEM Review and action on approval of the city's fiscal year ending June 30,

2022, tentative budget.

SUMMARY RECOMMENDATION

The City Administrator and Finance Director would recommend approval of the tentative

budget.

BACKGROUND

American Fork City is required by Utah State Code to adopt a tentative budget at the first City

Council meeting in May. This is a tentative budget and subject to change. Approval of the

tentative budget permits the city to set the public hearing for the fiscal year 2022 final budget to

be approved on June 22, 2021.

BUDGET IMPACT

Budget impacts are detailed in the Fiscal Year 2021-22 Tentative Budget, available on the City's

website www.afcity.org/finance <http://www.afcity.org/finance>

SUGGESTED MOTION

I move to approve the tentative budget for fiscal year ending June 30, 2022, and to set a public

hearing for the final budget for the fiscal year ending June 30, 2022. The hearing shall be set for

Tuesday, June 22, 2021 at 7:00PM.


FY2022 Tentative Annual Budget (PDF)

Department Recorder

Director Approval Terilyn Lurker



MAY 11, 2021

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2022 ProposedBudget

American Fork City, Utah

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American Fork City Proposed Annual Budget Fiscal Year 2021-2022

Introduction

Table of Contents

INTRODUCTION Elected/Appointed Officials .......................................................................................................... pending

City-Wide Organizational Chart .................................................................................................... pending

Budget Message ............................................................................................................................. pending

Strategic Goals ............................................................................................................................... pending

Community Profile ........................................................................................................................ pending

BUDGET AND FINANCIAL OVERVIEW Budget Process and Timeline ........................................................................................................ pending

Fund Types and Financial Structure .............................................................................................. pending

Revenue Overview ......................................................................................................................... pending

Financial Policies ........................................................................................................................... pending

Debt Overview ............................................................................................................................... pending

BUDGET SUMMARIES Fund Balances ........................................................................................................................................... 2

Combined Revenue Summary – All Funds .............................................................................................. 4

Combined Expenditure Summary – All Funds ......................................................................................... 6

Full-Time Equivalent Summary ............................................................................................................... 8

GENERAL FUND General Fund Summary .......................................................................................................................... 10

General Fund Revenue Detail ................................................................................................................. 11

General Fund Expenditure Summary ..................................................................................................... 14

Department Budgets

Executive .......................................................................................................................................... 16

Legislative ......................................................................................................................................... 17

Legal ................................................................................................................................................. 18

Administration .................................................................................................................................. 19

Community Services Administration ............................................................................................... 20

Parks and Boat Harbor ...................................................................................................................... 21

Cemetery ........................................................................................................................................... 23

Library .............................................................................................................................................. 24

Police ................................................................................................................................................ 25

Fire and Rescue ................................................................................................................................. 27

Public Works Administration ........................................................................................................... 29

Streets ............................................................................................................................................... 30

Building Maintenance ....................................................................................................................... 31

Building Inspection ........................................................................................................................... 32

Engineering ....................................................................................................................................... 33

Recreation ......................................................................................................................................... 34

Planning ............................................................................................................................................ 35

Citizen Committees .......................................................................................................................... 36

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American Fork City Proposed Annual Budget Fiscal Year 2021-2022

Introduction

Table of Contents

SPECIAL REVENUE FUNDS Municipal Building Authority Fund ....................................................................................................... 40

Fitness Center Fund ................................................................................................................................ 41

PARC Tax Fund ..................................................................................................................................... 43

Celebration Fund .................................................................................................................................... 44

Downtown Redevelopment Fund ........................................................................................................... 45

East Side Redevelopment Fund .............................................................................................................. 46

Business Park Redevelopment Fund ...................................................................................................... 47

Egg Farm Economic Development Fund ............................................................................................... 48

Patriot Station Community Reinvestment Area ..................................................................................... 49

DEBT SERVICE FUND Debt Service Fund .................................................................................................................................. 52

CAPITAL PROJECTS FUNDS General Capital Projects ......................................................................................................................... 54

Bond Capital Projects ............................................................................................................................. 57

Capital Equipment .................................................................................................................................. 58

Park Impact Fee Fund ............................................................................................................................. 60

Road Impact Fee Fund ............................................................................................................................ 61

Fire Impact Fee Fund .............................................................................................................................. 62

Police Impact Fee Fund .......................................................................................................................... 63

PERMANENT FUND Perpetual Care Fund ............................................................................................................................... 66

PROPRIETARY FUNDS Culinary Water and Secondary Irrigation Funds .................................................................................... 68

Sewer and Storm Drain Funds ................................................................................................................ 75

Sanitation and Recycling Fund ............................................................................................................... 81

Broadband Fund ...................................................................................................................................... 82

Fleet Operations and Maintenance Fund ................................................................................................ 84

Fleet Capital Fund ................................................................................................................................... 85

Information Technology Fund ................................................................................................................ 87

CAPITAL INVESTMENTS Capital Projects Overview ............................................................................................................. pending

Capital Projects—5 Year Plan ................................................................................................................ 90

Capital Equipment—5 Year Plan ........................................................................................................... 97

APPENDIX Glossary ......................................................................................................................................... pending

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3

5.6.a

Packet Pg. 88

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American Fork City Proposed Annual Budget Fiscal Year 2021-2022Budget Summaries

BY FUNDActual Estimated Approved Proposed

Fund 2019-20 2010-21 2020-21 2021-22REVENUES (Excludes Transfers)General Fund 27,393,269$ 28,758,790$ 24,163,553$ 27,282,527$ Special Revenue Funds

Fitness Center 1,519,747 1,518,585 1,499,599 1,774,500 PARC Tax 1,204,050 1,417,059 828,000 1,304,500 Celebration 3,800 - - - Downtown Redevelopment 2,451 619 3,000 1,000 RDA - East Side 50,948 42,990 6,063 44,844 RDA - Business Park 379,313 317,178 332,735 354,741 EDA - Egg Farm 943,595 1,004,120 970,017 1,058,714 Total Special Revenue Funds 4,103,904 4,300,551 3,639,414 4,538,299

Debt Service Fund 1,148,002 1,113,990 1,128,268 951,513 Capital Projects Funds

General Capital Projects 3,263,060 3,109,868 8,428,070 4,829,354 Bond Capital Projects 8,694,858 28,995 15,000 15,000 Capital Projects - Equipment 24 18,629 5,000 5,000 Park Impact Fees 2,581,107 2,633,765 1,564,000 2,322,000 Road Impact Fees 2,821,681 2,545,013 1,520,000 2,035,000 Fire Impact Fees 473,733 338,383 230,000 257,500 Police Impact Fees 336,736 228,760 216,000 228,000 Total Capital Project Funds 18,171,199 8,903,413 11,978,070 9,691,854

Permanent FundPerpetual Care Fund 54,431 44,008 67,500 60,500 Total Permanent Fund 54,431 44,008 67,500 60,500

Enterprise FundsCulinary Water 8,239,100 21,203,554 29,295,848 13,100,225 Culinary Water Impact Fees 1,345,516 1,441,353 715,000 1,315,000 Secondary Irrigation 3,315,590 2,942,270 4,327,563 4,469,500 Secondary Irrigation Impact Fees 840,887 688,322 630,000 830,000 Sewer 6,338,720 6,008,619 5,832,328 5,795,250 Sewer Impact Fees 470,436 485,196 301,774 421,774 Storm Drain 1,761,637 1,486,841 1,295,220 1,359,500 Storm Drain Impact Fees 545,532 381,849 305,218 425,218 Sanitation and Recycling 1,496,757 1,572,578 1,465,745 1,563,250 Broadband 183,034 172,963 192,640 181,417 Total Enterprise Funds 24,537,209 36,383,545 44,361,336 29,461,134

Internal Service FundsFleet Operations & Maintenance 509,872 473,042 487,842 387,902 Fleet Capital 915,259 915,329 891,763 1,435,588 Information Technology 518,841 900,809 913,388 531,669 Total Internal Service Funds 1,943,972 2,289,180 2,292,993 2,355,159 TOTAL REVENUES 77,351,986$ 81,793,477$ 87,631,134$ 74,340,986$

Combined Revenue Summary - All Funds

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Packet Pg. 89

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Combined Revenue Summary - All FundsBY TYPE

Actual Estimated Approved ProposedCategory Type 2019-20 2010-21 2020-21 2021-22REVENUES (Excludes Transfers)

Property Taxes 6,623,183$ 7,039,370$ 6,333,714$ 6,947,376$ Sales Taxes 12,441,885 13,323,161 9,669,350 13,150,000 Other Taxes 2,542,131 2,563,554 2,508,000 2,575,000 Licenses & Permits 1,367,011 1,437,298 950,600 1,386,572 Intergovernmental 3,450,643 2,783,027 10,100,655 5,732,159 Charges for Services 24,968,217 27,208,491 24,997,232 26,402,230 Impact Fees 9,062,826 8,628,485 5,096,000 7,100,000 Fines & Forfeitures 353,424 298,681 320,000 315,000 Miscellaneous #REF! #REF! #REF! #REF!Note Receivable 19,614 - - - Financing Sources 8,665,261 15,000,000 23,721,767 7,300,000 Developer Contributions 3,816,725 - - - Administrative Charges 2,018,084 2,353,770 2,377,833 2,146,576 Use of Money & Property 1,643,068 1,026,323 1,440,883 1,178,348 TOTAL REVENUES #REF! #REF! #REF! #REF!

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Packet Pg. 90

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Actual Estimated Approved ProposedFund 2019-20 2010-21 2020-21 2021-22EXPENDITURES (Excludes Transfers)General Fund 22,158,565$ 21,974,929$ 23,626,722$ 25,720,631$ Special Revenue Funds

Municipal Building Authority 10 - - - Fitness Center 2,313,676 2,389,885 2,197,914 2,423,006 PARC Tax 965,840 1,430,898 837,725 1,304,500 Celebration 54,748 26,759 20,000 - Downtown Redevelopment 32,800 8,200 - - RDA - Business Park - - 332,735 354,741 EDA - Egg Farm 537,746 764,365 1,874,603 1,656,415 CRA - Patriot Station TOD 23,000 - - - Total Special Revenue Funds 3,927,820 4,620,107 5,262,977 5,738,662

Debt Service Fund 1,256,933 1,231,507 1,232,007 1,053,504 Capital Projects Funds

General Capital Projects 1,398,562 5,466,621 11,606,391 5,783,904 Bond Capital Projects 2,675,879 105,293 8,400,000 8,537,681 Capital Projects - Equipment 377,898 271,323 301,648 356,360 Park Impact Fees 1,793,958 513,589 594,000 4,167,330 Road Impact Fees 751,339 2,231,929 2,220,732 3,211,634 Fire Impact Fees 3,455 4,824 - 10,000 Police Impact Fees 9,811 - - 211,000 Total Capital Project Funds 7,010,902 8,593,579 23,122,771 22,277,909

Enterprise FundsCulinary Water 3,161,171 21,104,198 30,025,230 15,221,661 Culinary Water Impact Fees 426,472 701,334 1,144,000 6,215,767 Secondary Irrigation 3,262,726 5,013,952 8,095,301 11,449,123 Secondary Irrigation Impact Fees 139,302 797,457 2,200,000 2,514,056 Sewer 4,384,115 4,288,732 5,597,482 5,632,846 Sewer Impact Fees 54,190 1,119,508 330,704 328,963 Storm Drain 973,306 1,614,198 2,495,340 1,779,832 Storm Drain Impact Fees 69,493 593,817 123,100 525,780 Sanitation and Recycling 1,461,562 1,551,043 1,496,686 1,664,885 Broadband 553,481 390,048 509,016 406,041 Total Enterprise Funds 14,485,818 37,174,287 52,016,859 45,738,954

Internal Service FundsFleet Operations & Maintenance 452,746 473,042 487,842 500,600 Fleet Capital 942,079 1,410,651 1,387,585 1,794,911 Information Technology 386,032 900,809 956,706 601,669 Total Internal Service Funds 1,780,857 2,784,502 2,832,133 2,897,180 TOTAL EXPENDITURES 50,620,895$ 76,378,911$ 108,093,469$ 103,426,840$

Combined Expenditure Summary - All Funds

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Combined Expenditure Summary - All FundsBY TYPE

Actual Estimated Approved Adopted Category Type 2018-19 2019-20 2019-20 2020-21EXPENDITURES (Excludes Transfers)

Personnel 17,808,554$ 18,685,983$ 20,018,821$ 21,657,441$ Operations 21,369,718 20,410,549 18,653,794 22,374,853 Capital 8,792,718 32,264,511 63,516,075 53,852,535 Debt Service 2,649,905 5,017,868 5,904,779 5,542,011 TOTAL EXPENDITURES 50,620,895$ 76,378,911$ 108,093,469$ 103,426,840$

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Packet Pg. 92

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DEPARTMENT STAFFING FTE FTE Adopted Increase

Full-time Equivalent Positions 2018-19 2019-20 2020-21 (Decrease)GENERAL FUND

Executive 0.50 0.50 0.50 - Legislative 2.50 2.50 2.50 - Adminstration 11.00 10.50 11.00 0.50 Community Services 2.50 2.50 3.00 0.50 Parks and Boat Harbor 16.17 12.48 14.16 1.68 Cemetery 6.31 5.88 5.68 (0.20) Library and Learning Center 13.74 13.33 13.65 0.33 Police 55.22 58.22 62.22 4.00 Fire and Rescue 48.02 52.02 57.02 5.00 Public Works Administration 2.75 2.75 2.75 - Streets 7.00 7.00 6.83 (0.17) Building Maintenance 4.00 4.00 4.00 - Building Inspection 7.50 7.50 8.00 0.50 Engineering 6.00 7.00 10.00 3.00 Recreation 8.39 8.39 7.92 (0.47) Planning 2.50 2.50 2.63 0.13 Senior Center 4.75 4.75 4.75 - Total General Fund 198.85 201.82 216.61 14.80

SPECIAL REVENUE FUNDSFitness Center 48.99 35.55 39.35 3.80

ENTERPRISE FUNDSCulinary Water 5.25 4.75 6.15 1.40 Secondary Irrigation 3.25 3.75 2.35 (1.40) Sewer 2.75 3.00 3.00 - Storm Drain 2.75 2.50 2.50 - Broadband 2.00 2.00 2.00 - Total Enterprise Funds 16.00 16.00 16.00 (0.00) TOTAL FTE POSITIONS 263.84 253.37 271.96 18.60

STAFFING NOTES1)2) Community Services - Addition of a part-time communications specialist3)4) Police - Addition of 3 police officers/detectives7) Fire and Rescue - addition of five firefigher/paramedics 8) Engineering - Addition of two public works inspectors and one engineer9) Fitness Center - Part-time seasonal positions increased from COVID-19 service levels9)

Full-time Equivalent Summary

Administration - Addition of a part-time management analyst

Parks / Boat Harbor - Part-time seasonal positions increased from COVID-19 service levels

Culinary Water and Secondary Irrigation - positions were reallocated to reflect winter closures of secondary irrigation

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Packet Pg. 93

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General Fund

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Packet Pg. 94

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American Fork City Proposed Annual Budget Fiscal Year 2021-2022General Fund Budgets

Actual Estimated Approved Proposed2019-20 2010-21 2020-21 2021-22

REVENUESTaxes 16,536,603$ 17,489,696$ 14,300,100$ 17,535,000$ Licenses & Permits 1,367,011 1,437,298 950,600 1,386,572 Grants & Intergovernmental 1,609,518 1,249,485 1,270,760 133,000 Charges for Services 6,610,823 7,629,479 6,693,318 7,252,480 Fines & Forfeitures 353,424 298,681 320,000 315,000 Miscellaneous 345,904 77,959 65,000 65,000 Other Financing Sources 569,986 576,192 563,775 595,475 Transfers In 297,566 44,561 2,051,403 53,828 TOTAL REVENUES 27,690,835$ 28,803,351$ 26,214,956$ 27,336,355$

EXPENDITURESGeneral Services 2,155,128$ 2,438,028$ 1,982,462$ 2,222,468$ Community Services 2,759,082 2,726,408 3,021,754 3,009,451 Public Safety 11,424,306 11,385,698 12,653,003 13,847,687 Public Works 4,748,533 4,373,651 4,839,819 5,507,753 Recreation 647,930 631,981 677,529 703,954 Planning 311,056 321,210 333,176 342,035 Citizens Committees 112,530 97,953 118,979 87,283 Transfers Out 2,279,234 2,938,983 2,970,005 1,615,724 TOTAL EXPENDITURES 24,437,799$ 24,913,912$ 26,596,727$ 27,336,355$

General Fund Net Revenue 3,253,036 3,889,439 (381,771) - Beginning Fund Balance 2,992,132 6,245,168 6,245,168 10,134,607 Ending Fund Balance 6,245,168$ 10,134,607$ 5,863,397$ 10,134,607

General Fund Summary

Description

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Packet Pg. 95

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REVENUESTaxes

Property Taxes 3,712,679$ 4,085,518$ 3,533,000$ 4,200,000$ Motor Vehicle Fees 379,395 437,714 328,000 380,000 Delinquent Taxes 293,319 340,829 257,500 250,000 Sales Tax 9,971,598 10,483,739 7,986,600 10,500,000 Cable TV Franchise Tax 131,832 131,093 125,000 125,000 Energy Sales & Use Tax 1,787,645 1,747,102 1,785,000 1,800,000 Municipal Telephone Tax 243,259 247,645 270,000 270,000 Penalties and Interest 16,876 16,056 15,000 10,000

Total Taxes 16,536,603 17,489,696 14,300,100 17,535,000 Licenses & Permits

Business Licenses 90,302 83,820 85,000 90,000 Building Permits 1,208,439 1,196,697 800,000 1,222,853 Beer & Liquor Licenses 3,000 - - - Occupancy Fee - 45,900 30,300 43,740 Alarm Permit - 16,950 6,300 15,776 Other Permits 64,695 83,603 24,000 9,203 Special Events Permits 575 10,328 5,000 5,000

Total Licenses & Permits 1,367,011 1,437,298 950,600 1,386,572 Grants & Intergovernmental

Grants-Library 14,438 8,200 8,000 8,000 Grants-Police 224,527 119,401 132,134 90,000 Grants-Fire 6,211 14,619 6,161 - Grants-Other 2,875 - - - Other Reimbursements 29,044 - 27,391 - CARES Act Relief Fund 1,287,592 1,067,074 1,067,074 - State Liquor Fund Allotment 44,831 40,191 30,000 35,000

Total Grants & Intergovernmental 1,609,518 1,249,485 1,270,760 133,000 Charges for Services

Fire Protection Agreement-County 6,378 6,207 9,200 6,208 Ambulance Fees 2,007,344 2,390,858 1,943,950 2,300,000 Admin Charge-Water 426,475 473,721 473,721 429,007 Admin Charge-Water Impact - - - 4,172 Admin Charge-Sewer 414,036 486,502 486,502 482,711 Admin Charge-Sewer Impact - - - 3,963 Admin Charge-Storm Water 266,111 290,124 290,066 296,049 Admin Charge-Storm Water Impact - - - 780 Admin Charge-Irrigation 253,957 271,503 271,503 276,543 Admin Charge-Irrigation Impact - - - 1,998 Admin Charge-Park Impact - - - 330 Admin Charge-Road Impact - - - 9,171 Admin Charge-Sanitation Fund 96,485 102,757 102,757 102,004 Admin Charge-Fitness Center 241,100 221,066 221,066 217,955

- (continued on next page)

General Fund Revenue Detail

Description

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Packet Pg. 96

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DescriptionCharges for Services

Admin Charge-PARC Tax Fund 9,356 7,794 7,794 7,794 Admin Charge-Egg Farm EDA 33,942 39,947 39,947 - Admin Charge-Broadband Fund 40,215 33,483 33,483 21,505 Capital Projects Inspection - 266,209 271,800 297,800 Development Inspection-Engineering 302,974 369,086 190,000 150,000 Development Inspection-Building - - - 100,000 Development Fees 33,539 79,034 35,000 35,000 Plan Check Fees 466,147 472,651 301,000 420,000 Fire Plan Check Fees 75 1,300 - - Fire Site Inspection Fees 28,065 12,091 31,500 31,500 Police Services-Cedar Hills 533,858 544,535 544,535 555,426 Alpine School District Officers 86,268 144,874 100,000 100,000 Fire-Cedar Hills Contract 689,700 703,494 703,494 717,564 Boat Harbor Fees 68,446 69,766 45,000 50,000 Park Fees 6,128 4,740 5,250 8,000 Amphitheater Reservation Fees 20,460 39,150 16,500 20,000 Recreation Fees 334,110 377,841 283,500 355,000 Library Development Funds 2,542 108 4,500 - Library Fees 26,116 26,709 33,750 25,000 Senior Citizen Fees 66,588 32,843 69,000 50,000 Fire Fees 3,398 1,380 2,000 2,000 Recording Fees - - - 5,000 Cemetery Lot Sales 46,550 47,723 45,500 45,500 Grave Opening Fees 98,660 106,920 126,500 120,000 Other Cemetery Fees 1,300 4,725 4,500 4,500 After Hours Fees 500 338 - -

Total Charges for Services 6,610,823 7,629,479 6,693,318 7,252,480 Fines & Forfeitures

Fines 283,664 246,121 260,000 40,000 Fines - Prosecution Restitution - - - 215,000 Traffic School 69,760 52,560 60,000 60,000

Total Fines & Forfeitures 353,424 298,681 320,000 315,000 Miscellaneous

Sale of AF History Books 194 48 300 - Resale Merchandise - 15 - - Safe Sidewalk Funds - - 200 - Recycling Revenue 288 - 500 - Youth Council 870 280 1,000 - Donations-Fire 5,500 100 - - Donations-Other 107 1,408 - - Purchasing Card Rebate 31,205 23,669 20,000 20,000 Other Revenue 25,021 10,583 13,000 4,500 Police Revenue 56,858 41,856 30,000 35,000

(continued on next page)

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DescriptionMiscellaneous

GRAMA Requests - - - 5,500 Over & Short (163) - - - Developer Contributions-St Lights 226,024 - - -

Total Miscellaneous 345,904 77,959 65,000 65,000 Use of Money & Property

Interest Earnings 89,884 91,540 90,000 97,075 Credit Card Processing Fees - - - 25,000 Sale of Capital Assets 8,880 6,965 - - Police/Courts Building Lease 438,400 438,400 442,775 438,400 Cell Tower Lease 32,822 39,287 31,000 35,000

Total Use of Money & Property 569,986 576,192 563,775 595,475 Transfers In

Transfer From Perpetual Care 6,933 2,158 9,000 2,000 Transfer From RDA - 42,403 42,403 51,828 Transfer From Capital Projects - - 2,000,000 - Transfer From Park Impact Fee 290,633 - - -

Total Transfers In 297,566 44,561 2,051,403 53,828 TOTAL REVENUES 27,690,835$ 28,803,351$ 26,214,956$ 27,336,355$

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Packet Pg. 98

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BY FUNCTION AND DEPARTMENTActual Estimated Approved Proposed2019-20 2010-21 2020-21 2021-22

EXPENDITURESGeneral Services

Executive 51,783$ 42,029$ 46,171$ 57,628$ Legislative 155,120 159,699 183,410 211,183 Legal 397,548 433,884 432,850 462,000 Administration 1,550,677 1,802,416 1,320,031 1,491,657

Total General Services 2,155,128 2,438,028 1,982,462 2,222,468 Community Services

Community Services Administration 308,497 358,915 410,329 459,103 Parks & Boat Harbor 931,804 942,125 1,045,576 981,906 Cemetery 500,276 473,760 539,771 496,658 Library & Literacy Center 1,018,505 951,608 1,026,078 1,071,784

Total Community Services 2,759,082 2,726,408 3,021,754 3,009,451 Public Safety

Police 6,147,863 6,194,657 7,020,611 7,498,184 Fire 5,276,443 5,191,041 5,632,392 6,349,503

Total Public Safety 11,424,306 11,385,698 12,653,003 13,847,687 Public Works

Public Works Administration 310,964 300,584 424,549 350,653 Streets 1,845,886 1,272,060 1,454,241 1,621,357 Building Maintenance 1,026,775 927,469 982,443 1,041,713 Building Inspection 887,257 842,266 931,060 1,065,844 Engineering 677,651 1,031,272 1,047,526 1,428,186

Total Public Works 4,748,533 4,373,651 4,839,819 5,507,753 Recreation 647,930 631,981 677,529 703,954 Planning 311,056 321,210 333,176 342,035 Citizens Committees 112,530 97,953 118,979 87,283 Total Departmental Expenditures 22,158,565 21,974,929 23,626,722 25,720,631

Transfers OutTransfer to Fitness Center Fund 836,856 905,847 750,135 728,506 Transfer to Celebration Fund - 24,336 20,000 - Transfer to Capital Projects Fund 848,102 499,730 634,706 320,912 Transfer to Capital Equipment 276,062 236,694 267,488 321,360 Transfer to Broadband Fund 318,214 296,376 316,376 224,624 Fund Balance Contribution to Broadband - - - 20,322 Transfer to Fleet Maintenance Fund - - 4,800 - Transfer to Fleet Capital Fund - 525,000 525,500 - Transfer to Information Technology Fund - 451,000 451,000 -

Total Transfers Out 2,279,234 2,938,983 2,970,005 1,615,724 TOTAL EXPENDITURES 24,437,799$ 24,913,912$ 26,596,727$ 27,336,355$

General Fund Expenditure Summary

Description

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Packet Pg. 99

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General Fund Expenditure Summary BY TYPE


EXPENDITURESPersonnel 15,134,365 15,856,964 17,123,811 18,599,488 Operations 6,757,416 6,069,160 6,423,311 7,121,143 Capital 266,784 48,805 79,600 - Transfers Out 2,279,234 2,938,983 2,970,005 1,615,724

TOTAL EXPENDITURES 24,437,799$ 24,913,912$ 26,596,727$ 27,336,355$

Description

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Packet Pg. 100

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DEPARTMENT SUMMARY

DEPARTMENT BUDGETActual Estimated Approved Proposed2019-20 2010-21 2020-21 2021-22

PersonnelSalaries & Wages 14,479$ 13,886$ 14,400$ 22,800$ Benefits 22,368 23,568 24,071 28,128

Total Personnel Expenses 36,847 37,454 38,471 50,928 Operating

Travel Allowance 4,200 4,200 4,200 4,200 Education and Travel - - 1,500 1,500 Auditing 10,461 - - - Department Expense and Supplies 275 375 2,000 1,000

Total Operating Expenditures 14,936 4,575 7,700 6,700 TOTAL EXECUTIVE 51,783$ 42,029$ 46,171$ 57,628$

DEPARTMENT PERSONNELFTE FTE Proposed Increase

Full-time Equivalent Positions 2019-20 2020-21 2021-22 (Decrease)Mayor 0.50 0.50 0.50 - Total Executive Positions 0.50 0.50 0.50 -

STAFFING NOTESThe Mayor's compensation is a set amount and not dependent on the number of hours worked. Therefore, theposition has been counted as 0.50 FTE on this schedule.

Executive

Description

The executive of the City is the Mayor who, in conjunction with the City Council, provides governance of theCity. The Mayor is also responsible for the operations of the City and has appointed a City Administrator to

City Council Chambers

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Packet Pg. 101

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DEPARTMENT SUMMARY




Travel Allowance 14,832 14,999 15,000 15,000 Education and Travel 40 - 6,000 6,000 Planning Commission 1,220 2,414 2,800 2,800 Department Expense and Supplies - - - 3,500 Other Council Unassigned 1,000 2,354 2,500 2,500 Special Projects 41,394 40,644 56,400 42,660 Steel Days Services - - - 10,000 Youth Council 37 - - -

Total Operating Expenditures 58,523 60,411 82,700 82,460 TOTAL LEGISLATIVE 155,120$ 159,699$ 183,410$ 211,183$

DEPARTMENT STAFFING FTE FTE Proposed Increase

Full-time Equivalent Positions 2019-20 2020-21 2021-22 (Decrease)City Council Members 2.50 2.50 2.50 - Total Legislative Positions 2.50 2.50 2.50 -

STAFFING NOTES

Legislative

The legislative department is comprised of the elected City Council. The purpose of the City Council is toprovide governance in conjunction with the Mayor of the City. Special projects in the fund include dues for theUtah League of Cities and Towns, Utah Lake Commission, and Mountainland Association of Governments.

Description

The Council's compensation is a set amount and not dependent on the number of hours worked. Therefore, theCity Council has been counted as 2.50 FTE on this schedule.

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Packet Pg. 102

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DEPARTMENT SUMMARY


OperatingYouth Court 153$ -$ 2,000$ 2,000$ Attorney-Civil 133,811 132,264 140,000 140,000 Attorney-Special Assignments 7,500 1,974 30,850 10,000 Attorney-Public Defender 86,134 142,738 80,000 140,000 Attorney-Criminal 169,950 156,908 180,000 170,000

Total Operating Expenditures 397,548 433,884 432,850 462,000 TOTAL LEGAL 397,548$ 433,884$ 432,850$ 462,000$

Legal

Description

The Legal budget is established to process expenditures for legal and attorney purposes. All attorneys for the Citycurrently act on a contract basis. The attorney services that are expensed out of this department include:Personnel attorneys, defense attorneys for criminal actions (when the accused cannot provide an attorney forthemselves), conflict attorneys for criminal actions (when there is a conflict between the defense attorney andanother individual), the City’s criminal attorney, and the City’s civil attorney. Other attorneys engaged by theCity are used on an as-needed basis and are expended out of different funds. Specialized attorneys used include

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Packet Pg. 103

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Subscriptions and Memberships 6,234 6,382 6,167 6,167 Ordinances and Publications 14,622 19,279 25,000 25,000 Education and Travel 382 381 6,500 7,000 Office Supplies and Expense 7,531 15,532 9,000 12,000 Telephone 2,063 2,469 2,160 2,160 Professional and Technical 59,629 49,690 42,000 42,000 Auditing - 23,590 12,000 23,000 Department Expense and Supplies 30,786 5,172 12,000 6,000 Insurance Premium 219,713 228,762 217,300 230,000 Postage and Shipping 6,217 7,910 6,000 7,200 Covid-19 Response 232,480 407,753 - - Credit Card/Bank Processing Fees 12,341 17,382 10,000 15,000 Election Expense 25,491 - - 83,048 Recording Fees 3,790 5,054 3,000 5,000 Admin Charge-Broadband 5,193 2,151 2,151 2,150 Internal Charges-Fleet Operations 1,400 1,000 1,000 775 Internal Charges-Fleet Capital Fund 5,455 - - - Internal Charges-Technology 36,629 14,024 14,024 30,261

Total Operating Expenditures 669,956 806,531 368,302 496,761 TOTAL ADMINISTRATION 1,550,677$ 1,802,416$ 1,320,031$ 1,491,657$


Full-time Equivalent Positions 2019-20 2020-21 2021-22 (Decrease)City Administrator 1.00 1.00 1.00 - Finance Director 1.00 1.00 1.00 - City Recorder 1.00 1.00 1.00 - UB/Business Licensing Supervisor 1.00 1.00 1.00 - Accountant 1.00 1.00 1.00 - Management Analyst - - 0.50 0.50 Administrative Assistant 1.00 0.50 0.50 - Accounts Payable Specialist 1.00 1.00 1.00 - Payroll Coordinator 1.00 1.00 1.00 - Utility Billing Clerk 1.00 1.00 1.00 - Deputy City Recorder 0.40 0.40 0.40 - Utility Billing Clerk 1.60 1.60 1.60 - Total Administration Positions 11.00 10.50 11.00 0.50

Administration

Description

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Packet Pg. 104

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Promotional - 30,476 38,298 38,298 Subscriptions and Memberships 249 - 320 320 Education and Travel 703 - 2,500 2,500 Training - - 2,500 4,500 Office Supplies and Expense 660 250 500 500 Telephone 960 1,234 960 960 Communications 53,430 36,704 30,110 30,110 Community Events 2,480 3,722 2,500 2,500 Employee Appreciation 11,592 22,875 20,000 20,000 Human Resources 7,361 7,806 16,160 16,160 Human Resources-Health/Wellness 1,493 3,707 36,150 36,150 Department Supplies and Expense 113 520 2,250 2,250 Admin Charge-Broadband 722 520 520 530 Internal Charges-Technology 4,599 6,318 6,318 9,520

Total Operating Expenditures 84,362 114,132 159,086 164,298 TOTAL COMMUNITY SERVICES 308,497$ 358,915$ 410,329$ 459,103$


Full-time Equivalent Positions 2019-20 2020-21 2021-22 (Decrease)Community Services Director 1.00 1.00 1.00 - Human Resources Manager 1.00 1.00 1.00 - Communications Specialist 0.50 0.50 1.00 0.50 Total Community Services Positions 2.50 2.50 3.00 0.50

Community Services-Administration

Description

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Packet Pg. 105

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Education and Travel 2,790 960 3,500 3,500 Mower Supplies & Maintenance 25,318 19,954 20,000 20,000 Building & Grounds Maintenance 23,095 23,962 27,000 27,000 Irrigation Repair & Maintenance 16,393 9,205 27,800 25,000 Utilities 23,435 61,186 25,000 25,000 Telephone 3,741 5,093 5,440 5,440 Professional and Technical 31,936 35,398 33,400 33,400 Clothing Allowance 2,040 1,800 1,200 3,600 Debris Hauling - - - 3,000 Department Supplies 3,315 643 3,500 3,500 Interchange Landscaping 2,604 - 6,000 9,700 Christmas Decorations 7,135 7,242 7,000 11,000 Insurance Claims 127 2,574 - - Portable Restrooms 3,389 4,369 5,000 5,000 Tree Purchase & Maintenance 20,689 18,109 20,000 26,000 City Wide Horticulture 8,129 1,534 8,500 8,500 Admin Charge-Broadband 361 1,901 1,901 1,839 Internal Charges-Fleet Operations 59,000 42,000 42,000 32,545 Internal Charges-Technology 2,802 5,193 5,193 6,578 Equipment Purchases 2,250 5,348 6,000 6,000

Total Operating Expenditures 238,549 246,471 248,434 256,602 Capital

Park Furnishings 13,420 2,550 12,000 - Improvements 3,838 6,751 20,000 -

Total Capital Expenditures 17,258 9,301 32,000 - TOTAL PARKS 890,191$ 904,310$ 992,905$ 935,993$


Full-time Equivalent Positions 2019-20 2020-21 2021-22 (Decrease)Parks Superintendent 1.00 1.00 1.00 - Parks Supervisor 1.00 1.00 1.00 - Horticulture Specialist 1.00 1.00 1.00 - Parks Maintenance Operator 2.00 2.00 2.00 - Parks Maint Operator/Arborist 1.00 1.00 1.00 - Parks Laborer 8.79 5.10 6.78 1.68 Total Parks Positions 14.79 11.10 12.78 1.68

Community Services - Parks

Description

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Packet Pg. 106

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Building & Grounds Maintenance 1,853 595 2,260 2,260 Restroom Maintenance 1,066 211 1,000 1,000 Telephone 605 480 2,818 1,582 Department Expense and Supplies 2,048 2,205 1,492 1,492 Credit Card/Bank Processing Fees 1,985 2,277 2,040 2,040 Admin Charge-Broadband - 356 356 894


Improvements 7,585 1,086 5,000 - Total Capital Expenditures 7,585 1,086 5,000 -

TOTAL BOAT HARBOR 41,613$ 37,815$ 52,671$ 45,913$


Full-time Equivalent Positions 2019-20 2020-21 2021-22 (Decrease)Boat Harbor 1.38 1.38 1.38 - Total Boat Harbor Positions 1.38 1.38 1.38 -

Community Services - Boat Harbor

Description

American Fork Boat Harbor

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Packet Pg. 107

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Education and Travel 734 - 1,500 2,500 Office Supplies and Expense - 2,474 3,800 3,495 Small Engine Repair 18,047 10,214 17,500 19,500 Tools and Equipment 26,931 23,491 24,650 26,650 Tree Purchase & Maintenance 12,750 6,668 13,000 13,000 Telephone 1,720 1,817 1,680 3,180 Employee Appreciation 448 - - 470 Clothing Allowance 1,075 900 600 800 Department Expense and Supplies 7,916 1,129 2,430 3,900 Headstone Replacement 2,042 1,275 3,000 4,450 Flag Rotation & Maintenance 7,038 5,901 6,500 6,500 Christmas Decorations 1,607 525 1,250 900 Postage and Shipping 24 78 - - Credit Card/Bank Processing Fees 1,909 1,993 2,500 2,500 Admin Charge-Broadband 1,083 853 853 871 Internal Charges-Fleet Operations 15,000 13,000 13,000 10,073 Internal Charges-Technology 6,411 6,815 6,815 9,242 Equipment Purchases 8,900 7,980 7,000 7,000


Improvements 15,917 5,818 10,000 - Internal Charges-Fleet Capital - 32,600 32,600 -

Total Capital Expenditures 15,917 38,418 42,600 - TOTAL CEMETERY 500,276$ 473,760$ 539,771$ 496,658$


Full-time Equivalent Positions 2019-20 2020-21 2021-22 (Decrease)Cemetery Superintendent 1.00 1.00 1.00 - Cemetery Supervisor 1.00 1.00 1.00 - Park Maintenance Operator 1.00 1.00 1.00 - Administrative Assistant 1.00 1.00 1.00 - Laborer 2.31 1.88 1.68 (0.20) Total Cemetery Positions 6.31 5.88 5.68 (0.20)

Community Services - Cemetery

Description

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Packet Pg. 108

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Subscriptions & Memberships 682 638 1,030 1,030 Education and Travel 1,888 1,613 3,500 4,000 Office Supplies and Expense - 7,994 4,100 12,200 Telephone 480 540 480 480 Grant Expenditures 10,765 3,583 8,000 8,000 Employee Appreciation 742 1,100 660 660 Department Expense and Supplies 21,651 2,229 5,000 3,700 Audio/Visual 5,967 2,720 6,180 6,180 Subscriptions Material 2,320 199 2,000 1,020 Cataloging - 8,960 10,750 10,750 Non-Fiction Material 22,177 20,798 22,000 24,200 Fiction Material 25,047 26,628 23,000 25,300 Children's Material 25,846 26,563 24,000 26,400 Young Adult Fiction 9,521 16,937 9,500 10,450 Electronic Resources 21,180 20,454 36,000 28,690 Literacy 2,731 843 3,500 3,700 Programs Expense and Supplies 10,966 4,848 8,000 11,350 Postage and Shipping 6,545 93 - - Credit Card/Bank Processing Fees 1,195 1,146 2,000 2,000 Maintenance Agreement 214 - - - Admin Charge-Broadband 6,498 2,221 2,221 2,180 Internal Charges-Technology 105,163 64,684 64,684 83,602 Equipment Purchases 4,750 2,648 7,000 3,400

Total Operating Expenditures 286,328 217,439 243,605 269,292 TOTAL LIBRARY 1,018,505$ 951,608$ 1,026,078$ 1,071,784$


Full-time Equivalent Positions 2019-20 2020-21 2021-22 (Decrease)Director 1.00 1.00 1.00 - Technical Services/Assistant Director 1.00 1.00 1.00 - Librarians 5.00 5.00 5.00 - Literacy Center Coordinator 0.60 0.60 0.60 - Literacy Center Clerk 0.38 0.38 0.38 - Assistant Librarian 0.40 0.40 0.40 - Clerks/Pages 5.36 4.94 5.27 0.33 Total Library Positions 13.74 13.33 13.65 0.33

Community Services - Library

Description

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Packet Pg. 109

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DEPARTMENT BUDGETActual Estimated Approved Proposed

2019-20 2010-21 2020-21 2021-22Personnel

Salaries & Wages 3,001,940$ 3,050,276$ 3,332,351$ 3,624,910$ Benefits 1,789,574 1,832,099 2,223,410 2,297,401

Total Personnel Expenses 4,791,514 4,882,375 5,555,761 5,922,311 Operating

Subscriptions and Memberships 2,246 2,225 3,000 5,250 Education and Travel 15,670 5,025 14,500 14,500 Training - 11,375 5,000 5,000 Office Supplies and Expense 780 6,256 2,640 2,640 Telephone 21,463 37,566 44,220 48,000 Professional and Technical 1,000 400 7,942 4,000 Human Resources-Health/Wellness - 3,750 3,000 4,500 Dispatch/UCAN Fees 222,490 282,823 312,668 328,084 DOJ Vest Grant 5,227 1,125 - - Miscellaneous Grant Expense 25,925 24,345 - - Communities that Care 8,491 1,492 - 26,000 VOCA Grant 850 - 60,000 60,000 Uniforms & Accessories 71,691 83,372 79,660 85,000 Department Expense and Supplies 83,806 32,262 60,000 80,000 Ammunition 6,876 2,832 8,600 12,000 Miscellaneous 4,567 - - - Special Enforcement Fund 24,635 23,956 38,581 33,000 Credit Card/Bank Processing Fees 955 1,513 1,000 1,000 Animal Control 48,396 68,007 59,000 55,000 Deer Mitigation 4,500 - 4,500 4,500 NOVA & Citizens Programs 11,149 11,990 12,000 12,000 K-9 Program 36,820 3,646 4,600 5,200 Alcohol Grant Expenditures 23,141 22,162 45,000 48,000 Equipment Purchases 18,404 6,321 19,100 16,800 Admin Charge-Broadband 13,357 17,605 17,605 18,202 Internal Charges-Fleet Operations 141,342 149,342 149,342 119,331 Internal Charges-Fleet Capital Fund 413,313 416,978 416,978 469,807 Internal Charges-Technology 149,255 95,914 95,914 118,059

Total Operating Expenditures 1,356,349 1,312,282 1,464,850 1,575,873 TOTAL POLICE 6,147,863$ 6,194,657$ 7,020,611$ 7,498,184$

Public Safety - Police

Description

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Packet Pg. 110

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Public Safety - PoliceDEPARTMENT STAFFING

FTE FTE Proposed IncreaseFull-time Equivalent Positions 2019-20 2020-21 2021-22 (Decrease)

Chief of Police 1.00 1.00 1.00 - Lieutenant 2.00 2.00 3.00 1.00 Management Analyst II 1.00 1.00 1.00 - Sergeant 7.00 8.00 8.00 - Officer/Master Officer/Detective 32.00 33.00 36.00 3.00 Records Supervisor 1.00 1.00 1.00 - Records/Information Specialist 2.00 3.00 3.00 - Evidence Technician 1.00 1.00 1.00 - Code Enforcement/Animal Control 1.00 1.00 1.00 - Victim Advocate 1.00 1.00 1.00 - Police Officer 1.00 1.00 1.00 - Crossing Guard 3.72 3.72 3.72 - Records Clerk 1.00 1.00 1.00 - Communities that Care Coordinator 0.50 0.50 0.50 - Total Police Positions 55.22 58.22 62.22 4.00

STAFFING NOTES1) Propose to add two full-time Police Officers and one full-time Detective for the fiscal year 2021-22 budget

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Packet Pg. 111

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PersonnelSalaries & Wages 2,782,619$ 2,972,754$ 2,938,269$ 3,325,059$ Benefits 1,259,394 1,382,392 1,539,456 1,792,784


Subscriptions & Memberships 1,881 2,123 1,100 1,100 Education and Travel 28,313 6,738 25,500 27,000 Training - 13,296 15,000 15,000 Office Supplies and Expense 470 8,710 7,200 7,200 Telephone 14,817 18,256 13,420 13,420 Professional & Technical 26,045 21,206 33,286 30,000 Dispatch/UCAN Fees 29,515 41,367 52,233 49,024 Attorney Fees 156,029 90,352 30,000 30,000 Fire Prevention & Education 14,825 13,719 15,200 12,000 Miscellaneous Grant Expense 6,161 - - - Employee Appreciation 4,379 940 - - Clothing Allowance 28,709 30,417 29,200 32,650 Human Resources-Health/Wellness - 5,250 3,000 3,000 Department Expense and Supplies 52,992 50,433 43,600 40,000 Medical Supplies 97,071 108,419 109,350 110,000 Flag Rotation - - - 2,600 New Members Equipment 52,819 54,651 55,000 50,000 Janitorial Services and Supplies 620 4,196 5,000 5,000 Credit Card/Bank Processing Fees 15,286 27,279 10,000 10,000 Equipment Maintenance Agreement 9,595 10,725 5,000 5,000 Ambulance Billings 111,249 109,945 106,918 126,000 Ambulance Assessments 45,449 44,723 51,726 54,000 Equipment Purchases 46,667 24,101 22,000 30,000 Admin Charge-Broadband 3,610 4,930 4,930 5,386 Internal Charges-Fleet Operations 126,142 117,000 117,000 98,409 Internal Charges-Fleet Capital 325,216 - 371,885 435,782 Internal Charges-Technology 36,570 27,119 27,119 39,089

Total Operating Expenditures 1,234,430 835,895 1,154,667 1,231,660 TOTAL FIRE 5,276,443$ 5,191,041$ 5,632,392$ 6,349,503$

Public Safety - Fire

Description

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Packet Pg. 112

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Public Safety - FireDEPARTMENT STAFFING

FTE FTE Proposed IncreaseFull-time Equivalent Positions 2019-20 2020-21 2021-22 (Decrease)Fire Station 51 Positions

Fire Chief 1.00 1.00 1.00 - Battalion Chief 1.00 1.00 1.00 - Captain 3.72 3.72 3.72 - Deputy Fire Marshal/Captain 1.36 1.36 1.36 - Lieutenant 4.69 4.69 4.69 - Fire Marshal 1.00 1.00 1.00 - EMT 6.69 6.69 6.69 - Firefighter/Paramedic 16.88 19.88 24.88 5.00 Ambulance Transport 3.17 3.17 3.17 - Office Manager 1.00 1.00 1.00 - Total Station 51 Positions 40.51 43.51 48.51 5.00

Cedar Hills Station PositionsBattalion Chief - 1.00 1.00 - Captain 3.00 3.00 3.00 - Lieutenant 3.00 3.00 3.00 - EMT 1.51 1.51 1.51 - Total Cedar Hills Positions 7.51 8.51 8.51 -

Total Fire Positions 48.02 52.02 57.02 5.00

STAFFING NOTES1)

2) Propose to add five full-time Fire Fighters for the fiscal year 2021-22 budget.

During fiscal year 2019-20, 7.51 full-time equivalent positions were added as part of the contract to providefire service to the City of Cedar Hills. This increase is funded by contract revenue paid by the City of CedarHills. Additional EMT and ambulance transport personnel are funded through ambulance transport revenue.

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Packet Pg. 113

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Subscriptions & Memberships - 309 1,000 1,000 Education and Travel 213 - 2,000 2,000 Office Supplies and Expense - 5,270 4,575 4,575 Telephone 960 1,234 960 960 Department Expense and Supplies 4,145 1,826 7,900 7,900 Postage and Shipping - 22 525 525 Credit Card/Bank Processing Fees 5,535 9,361 5,000 5,000 Miscellaneous 2,912 - - - Admin Charge-Broadband 2,166 981 981 981 Internal Charges-Fleet Operations 1,400 1,400 1,400 1,085 Internal Charges-Technology 6,636 7,597 7,597 10,855

Total Operating Expenditures 23,967 28,000 31,938 34,881 TOTAL STREETS 310,964$ 300,584$ 424,549$ 350,653$


Full-time Equivalent Positions 2019-20 2020-21 2021-22 (Decrease)Public Works Director 1.00 1.00 1.00 - Administrative Assistant 1.75 1.75 1.75 - Total Public Works Admin Positions 2.75 2.75 2.75 -

Public Works - Administration

Description

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Education and Travel 1,574 462 3,000 3,500 Office Supplies and Expense 36 171 - - Equipment Supplies & Maintenance 23,315 17,155 30,000 30,000 Street Lights Power 65,497 55,172 70,000 70,000 Street Lights Maintenance 79,684 101,724 100,000 100,000 Traffic Signal Maintenance 3,535 1,738 5,000 6,000 Telephone 6,289 6,770 6,480 6,480 Professional & Technical 28,592 137 50,000 35,000 Clothing Allowance 2,254 3,026 1,200 2,400 Department Expense and Supplies 8,211 10,544 15,000 15,000 Debris Hauling 1,652 4,499 2,500 2,500 Insurance Claims (1,750) 341 - - Pavement Markings/Signs 115,997 131,175 120,000 135,000 Sidewalk Repair 171,134 172,630 110,000 170,000 Road Maintenance & Repair 397,642 156,019 260,000 350,000 Admin Charge-Broadband 722 825 722 2,282 Internal Charges-Fleet Operations 75,000 68,000 78,000 60,440 Internal Charges-Fleet Capital 71,715 - - 5,000 Internal Charges-Technology 6,022 6,454 6,454 8,559 Equipment Purchases 7,150 - - -

Total Operating Expenditures 1,064,271 736,842 858,356 1,002,161 Capital

Street Lights Capital Improvement 226,024 - - - Total Capital Expenditures 226,024 - - -

TOTAL STREETS 1,845,886$ 1,272,060$ 1,454,241$ 1,621,357$


Full-time Equivalent Positions 2019-20 2020-21 2021-22 (Decrease)Street Superintendent 1.00 1.00 1.00 - Street Lead Maintenance Operator 1.00 1.00 1.00 - Street Maintenance Operator II - 2.00 - (2.00) Street Maintenance Operator I 5.00 3.00 1.83 (1.17) Public Works Technician II 2.00 2.00 Public Works Technician I - - 1.00 1.00 Total Streets Positions 7.00 7.00 6.83 (0.17)

Public Works - Streets

Description

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Education and Travel - 252 4,000 2,500 Telephone 2,777 3,446 2,910 2,910 Clothing Allowance 1,047 1,200 800 800 Maintenance - Legion Hall 3,501 2,136 4,000 4,000 Maintenance - Public Works 72,043 61,190 55,000 64,000 Maintenance - Library 83,274 57,696 67,000 65,000 Maintenance - Senior Center 17,383 13,397 10,000 10,000 Maintenance - Admin Building 23,397 24,448 20,000 20,000 Maintenance - Cemetery 11,586 11,021 10,000 12,000 Maintenance - Police/Courts 176,037 143,127 160,000 175,000 Maintenance - City Hall 15,951 10,825 16,000 16,000 Maintenance - Fire/Ambulance 45,960 46,864 45,000 45,000 Asphalt Maintenance 9,028 - - 20,000 Janitorial Service and Supplies 85,547 95,404 90,000 90,000 Admin Charge-Broadband 361 993 993 1,036 Internal Charges-Utility Funds 82,305 80,000 75,000 82,300 Internal Charges-Fleet Operations 4,700 4,700 4,700 3,642 Internal Charges-Fleet Capital - - - 5,000 Internal Charges-Technology 5,632 6,093 6,093 7,878

Total Operating Expenditures 640,529 562,792 571,496 627,066 TOTAL BUILDING MAINTENANCE 1,026,775$ 927,469$ 982,443$ 1,041,713$


Full-time Equivalent Positions 2019-20 2020-21 2021-22 (Decrease)Building Maint Superintendent 1.00 1.00 1.00 - Facility Maint Supervisor 1.00 1.00 1.00 - Building Maint Lead Technician 1.00 1.00 1.00 - Building Maint Technician 1.00 1.00 1.00 - Total Building Maintenance Positions 4.00 4.00 4.00 -

Public Works - Building Maintenance

Description

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Subscriptions & Memberships 2,186 - 3,000 6,000 Education and Travel 4,825 329 3,500 4,500 Office Supplies and Expense - 731 2,000 2,000 Telephone 5,033 10,612 7,560 7,560 Plan Check Fees 40,195 63,615 20,000 40,000 Professional & Technical 24,393 2,258 22,000 5,000 Clothing Allowance 1,675 1,800 1,200 1,600 Department Expense and Supplies 3,526 385 1,500 1,500 Administrative Charge-Broadband 2,707 3,145 3,145 3,244 Internal Charges-Fleet Operations 7,700 6,700 6,700 5,889 Internal Charges-Fleet Capital 4,330 - 35,000 80,000 Internal Charges-Technology 20,015 18,038 18,038 24,570

Total Operating Expenditures 116,585 107,613 123,643 181,863 TOTAL BUILDING INSPECTION 887,257 842,266 931,060 1,065,844


Full-time Equivalent Positions 2019-20 2020-21 2021-22 (Decrease)Chief Building Official 1.00 1.00 1.00 - Deputy Building Official 1.00 1.00 1.00 - Building Inspector 4.00 4.00 4.00 - Administrative Assistant 1.50 1.50 2.00 0.50 Total Building Inspection Positions 7.50 7.50 8.00 0.50

Public Works - Building Inspection

Description

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Total Personnel Expenses 480,013 700,220 747,291 1,108,357 Operating

Subscriptions & Memberships 2,635 2,711 4,610 5,915 Education and Travel 2,246 983 5,000 6,000 Office Supplies and Expense 10 1,372 - - Telephone 2,328 3,089 3,156 3,948 Professional & Technical 17,549 17,618 25,000 40,000 Development Inspections 119,142 143,044 100,000 150,000 Development Review - - - 35,000 Clothing Allowance 1,654 1,371 1,400 1,800 Department Expense and Supplies 2,707 4,509 3,500 3,000 Admin Charge-Broadband 2,527 1,762 1,542 1,790 Internal Charges-Fleet Operations 5,400 4,457 3,900 3,022 Internal Charges-Fleet Capital - 43,309 43,300 5,000 Internal Charges-Technology 41,388 106,827 106,827 60,854 Equipment Purchases 52 - 2,000 3,500

Total Operating Expenditures 197,638 331,052 300,235 319,829 TOTAL ENGINEERING 677,651$ 1,031,272$ 1,047,526$ 1,428,186$


Full-time Equivalent Positions 2019-20 2020-21 2021-22 (Decrease)City Engineer - 1.00 1.00 - GIS Supervisor 1.00 1.00 1.00 - Project Engineer 2.00 2.00 3.00 1.00 Engineer 1.00 1.00 1.00 - Construction Inspector 1.00 1.00 3.00 2.00 Intern 1.00 1.00 1.00 - Total Engineering Positions 6.00 7.00 10.00 3.00

Public Works - Engineering

Description

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Subscriptions & Memberships 165 569 500 400 Advertising 651 - 500 900 Education and Travel 939 - 2,250 2,200 Recreation Supplies & Maintenance 2,823 310 500 2,400 Office Supplies and Expense - 10,565 8,000 12,000 Telephone 2,400 2,539 6,000 6,000 Programs Expense and Supplies 118,997 80,237 95,800 140,900 Department Expense and Supplies 11,119 140 500 500 Employee Appreciation 248 629 320 1,000 Admin Charge-Broadband 1,264 1,055 1,055 2,298 Internal Charges-Fleet Operations 4,400 4,400 4,400 3,409 Internal Charges-Technology 10,230 10,297 10,297 12,950

Total Operating Expenditures 153,236 110,741 130,122 184,957 TOTAL RECREATION 647,930$ 631,981$ 677,529$ 703,954$


Full-time Equivalent Positions 2019-20 2020-21 2021-22 (Decrease)Recreation & Fitness Center Director 0.50 0.50 0.50 - Recreation Superintendent 1.00 1.00 1.00 - Recreation Program Manager 2.00 2.00 2.00 - Rec Supervisors/Scorekeepers/Referees 4.89 4.89 4.42 (0.47) Total Recreation Positions 8.39 8.39 7.92 (0.47)

Recreation

Description

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Subscriptions & Memberships 991 863 1,625 1,661 Education and Travel 1,376 90 2,000 2,550 Office Expense and Supplies - 119 600 600 Telephone 1,440 1,620 1,440 1,440 Economic Development 16,000 22,159 25,400 25,400 Department Expense and Supplies 1,201 539 2,750 1,200 Admin Charge-Broadband 902 723 723 739 Internal Charges-Fleet Operations 800 800 800 620 Internal Charges-Fleet Capital - - - 5,000 Internal Charges-Technology 4,801 16,184 16,184 8,251

Total Operating Expenditures 27,511 43,097 51,522 47,461 TOTAL PLANNING 311,056$ 321,210$ 333,176$ 342,035$


Full-time Equivalent Positions 2019-20 2020-21 2021-22 (Decrease)Planning Director 1.00 1.00 1.00 - Planner 1.00 1.00 1.00 - Administrative Assistant 0.50 0.50 0.63 0.13 Total Planning Positions 2.50 2.50 2.63 0.13

Planning

Description

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DEPARTMENT SUMMARY


EXPENDITURESPersonnel

Salaries & Wages 37,199$ 65,871$ 36,669$ 31,199$ Benefits 3,825 5,916 4,549 3,104


Office Expense and Supplies - 92 1,000 1,000 Programs Expense and Supplies 57,033 3,700 25,000 5,000 Programs-Senior Meals - 7,613 27,200 27,200 Department Expense and Supplies - - 8,800 2,000 Admin Charge-Broadband 1,083 346 346 338 Internal Charges-Technology 3,581 5,915 5,915 7,942 Equipment Purchases 3,161 - - -

Total Operating Expenditures 64,858 17,666 68,261 43,480 TOTAL SENIOR CENTER 105,882$ 89,453$ 109,479$ 77,783$

DEPARTMENT STAFFING FTE FTE Adopted Increase

Full-time Equivalent Positions 2018-19 2019-20 2020-21 (Decrease)Center Director 0.50 0.50 0.50 Assistant Director 0.50 0.50 0.50 Secretary 0.50 0.50 0.50 Aides 2.50 2.50 2.50 Janitor 0.75 0.75 0.75 Total Senior Center Positions 4.75 4.75 4.75

STAFFING NOTES1)

Citizen Committees - Senior Center

Description

Senior Center's positions are compensated with a stipend, with the exception of janitor, and is not dependenton number of hours worked. Therefore, each position is budgeted at 0.50 hours full-time equivalent.

The Senior Citizens Center provides programs and support for the seniors in American Fork and surroundingcommunities. The center strives to give the community a central place to gather and to get access to resources tohelp meet the needs they face in their daily lives.

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DEPARTMENT SUMMARY


EXPENDITURESOperating

Historical Committee -$ -$ 1,000$ 1,000$ Beautification 6,648 8,500 8,500 8,500

Total Operating Expenditures 6,648 8,500 9,500 9,500 TOTAL CITIZEN COMMITTEES 6,648$ 8,500$ 9,500$ 9,500$

Citizen Committees-Historical & Beautificatio

Description

Citizen committees are volunteer boards who support the City in many ways. The Historical Committee andBeautification Committee have small budgets for expenditures furthering the purpose of their respective boards.

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Special Revenue Funds

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American Fork City Proposed Annual Budget Fiscal Year 2021-2022Special Revenue Fund Budgets

FUND SUMMARY



Ordinances and Publications 10$ -$ -$ -$ Total Operating Expenditures 10 - - - TOTAL EXPENDITURES 10$ -$ -$ -$

Municipal Building Fund Net Revenue (10) - - - Beginning Fund Balance 901 891 891 891 Ending Fund Balance 891$ 891$ 891$ 891$

Municipal Building Authority Fund

Description

The Municipal Building Authority fund was created to account for the activities of the City’s Municipal BuildingAuthority. The Authority was created to provide continuity between City Council changes. This method allowsfor small institutions to participate in financing. The City does not currently have any bonds outstanding issuedby the Building Authority, but sees the organization as a “backstop” if needed. The yearly expenditures for the

FUND BUDGET

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REVENUESGeneral Admissions 178,871$ 201,759$ 148,000$ 175,000$ Passes 608,637 548,329 541,029 635,000 Lessons 112,341 151,380 153,600 165,000 Swim Team 277,313 265,291 271,200 345,000 Specialty Classes 187,907 206,623 255,200 299,000 Gymnastics 19,130 20,847 20,000 18,500 Personal Training 23,408 18,842 10,000 15,000 Equipment Rental 855 958 1,120 2,000 Jogging Track 4,157 2,059 2,800 4,000 Child Care 25,771 23,466 24,800 32,000 Resale Merchandise & Concessions 40,306 40,539 47,200 52,000 Room & Pool Rental 34,559 37,457 22,400 30,000 Miscellaneous 5,468 985 2,250 2,000 Donations 1,024 50 - - Total Revenues 1,519,747 1,518,585 1,499,599 1,774,500

TRANSFERS INTransfer From General Fund 836,856 905,847 750,135 728,506 Total Transfers In 836,856 905,847 750,135 728,506 TOTAL REVENUES 2,356,603$ 2,424,432$ 2,249,734$ 2,503,006$


Salaries & Wages 1,049,440$ 1,125,918$ 1,053,226$ 1,183,716$ Benefits 252,410 269,900 253,971 267,375


Subscriptions & Memberships 586 - 1,300 1,400 Advertising 4,170 4,577 4,500 7,500 Education & Travel 1,983 - 2,750 3,700 Office Expense and Supplies 760 2,893 21,010 3,000 Employee Appreciation 2,463 1,637 900 2,600 Equipment Supply & Maintenance 13,332 17,060 17,000 29,300 Building Supply & Maintenance 99,117 79,566 70,000 80,000 Utilities 172,913 174,009 162,270 170,000 Telephone 4,115 4,742 5,820 5,900 Contracted Janitorial Service 109,531 113,950 103,200 108,300 Professional and Technical 608 - 1,000 1,000 Resale Merchandise & Concessions 23,725 18,264 24,975 31,800 Clothing Allowance 2,497 7,598 800 1,500 Department Expense and Supplies 19,088 10,743 2,000 22,000 Pool Chemicals 75,380 65,720 61,200 63,000


Fitness Center

Description

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Fitness Center

DescriptionEXPENDITURES

Insurance 37,637 45,245 40,000 40,000 COVID-19 Related Expenses 29,021 70,957 - - Programs Expense and Supplies 8,917 17,923 7,500 9,800 Credit Card/Bank Processing Fees 34,458 43,702 50,000 50,000 Child Care 3,632 247 3,600 4,000 Merit Badge 265 - - - Gymnastics 16,919 17,768 18,750 18,000 Swim Team 66,904 51,038 45,675 66,500 Swimming Pool Programs 11,713 4,461 4,500 7,500 Admin Charge-General Fund 241,100 221,066 221,066 217,955 Admin Charge-Broadband 3,084 3,082 3,082 3,143 Internal Charges-Fleet Operations 1,000 1,000 1,000 775 Internal Charges-Technology 23,873 16,819 16,819 23,242 Equipment 3,035 - - -

Total Operating Expenditures 1,011,826 994,067 890,717 971,915 Transfers Out

Transfer to Capital Projects 123,279 34,547 45,720 50,000 Transfer to Capital Equipment 20,336 - 6,100 30,000

Total Transfers Out 143,615 34,547 51,820 80,000 TOTAL EXPENDITURES 2,457,291$ 2,424,432$ 2,249,734$ 2,503,006$

Fitness Center Fund Net Revenue (100,688) - - - Beginning Fund Balance 100,688 - - - Ending Fund Balance -$ -$ -$ -$


Full-time Equivalent Positions 2019-20 2020-21 2021-22 (Decrease)Recreation & Fitness Center Director 0.50 0.50 0.50 - Aquatics/Head Swim Coach 1.00 1.00 1.00 - Aquatics Manager 1.00 1.00 1.00 - Fitness Center Program Manager 1.00 1.00 1.00 - Fitness Center Office Manager 1.00 1.00 1.00 - Part-Time Positions (Multiple Titles) 44.49 31.05 34.85 3.80 Total Fitness Center Positions 48.99 35.55 39.35 3.80

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FUND SUMMARY


REVENUESOperating and Capital Revenues

Sales Tax 1,194,830$ 1,413,678$ 819,000$ 1,300,000$ Interest Earnings 9,220 3,381 9,000 4,500

Total Operating and Capital Revenues 1,204,050 1,417,059 828,000 1,304,500 TOTAL REVENUES 1,204,050$ 1,417,059$ 828,000$ 1,304,500$


Administrative 11,800$ 22,905$ 500$ 19,500$ Fitness Center - 32,000 - - Parks 495,301 698,351 - 350,000 Alpine Community Theater 30,000 105,100 - - Fox Hollow Golf Course - 36,636 - - Friends of American Fork Library 21,383 23,047 - - American Fork Library 108,100 59,000 - - Timpanogos Arts Foundation 240,800 296,622 - - Harrington Center for the Arts 35,500 93,627 - - New Friends Quilt Circle 8,400 - - - Wasatch Music Alliance - 50,266 - - Other Grants 5,200 5,550 829,431 927,206 Admin Charge-General Fund 9,356 7,794 7,794 7,794

Total Operating Expenditures 965,840 1,430,898 837,725 1,304,500 TOTAL EXPENDITURES 965,840$ 1,430,898$ 837,725$ 1,304,500$

PARC Tax Fund Net Revenue 238,210 (13,839) (9,725) - Beginning Fund Balance 95,784 333,994 333,994 320,155 Ending Fund Balance 333,994$ 320,155$ 324,269$ 320,155

PARC Tax Fund

Description

The PARC tax fund collects and expends funds received from the City’s Parks, Arts, Recreation, and Culture(PARC) sales and use tax option. The state of Utah allows cities to impose a sales and use tax for the purpose ofenhancing public financial support of publicly owned and operated recreational and zoological facilities, andbotanical, cultural, and zoological organizations owned or operated by institutions or private nonprofitorganizations. The one-tenth of one percent sales tax collected by businesses within American Fork is accountedfor in this fund, along with grants awarded by the City Council upon recommendation by the PARC tax board.

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FUND SUMMARY



Other Event Income 3,800$ -$ -$ -$ Total Operating and Capital Revenues 3,800 - - - Transfers In

Transfer From General Fund - 24,336 20,000 - Total Transfers In - 24,336 20,000 - TOTAL REVENUES 3,800$ 24,336$ 20,000$ -$


Salaries & Wages 20,473$ -$ -$ -$ Benefits 2,227 - - -

Total Personnel Expenses 22,700 - - - Operating

Advertising 370 250 - - Miss American Fork Pageant 8,103 278 - - Float 3,575 5,900 - - Steel Days Contract 20,000 20,331 20,000 -

Total Operating Expenditures 32,048 26,759 20,000 - TOTAL EXPENDITURES 54,748$ 26,759$ 20,000$ -$

Celebration Fund Net Revenue (50,948) (2,423) - - Beginning Fund Balance 53,371 2,423 2,423 - Ending Fund Balance 2,423$ -$ 2,423$ -

Celebration Fund

Description

The Celebration fund was initially created to track the revenues and expenditures associated with the City’sannual American Fork Steel Days celebration. In fiscal year 2018, the City entered into a contract with theAmerican Fork Chamber of Commerce to run the majority of Steel Days events. The City now has a limitednumber of responsibilities regarding the yearly event. The proposed budget for fiscal year 2021 includes theitems the City is contractually obligated for. After fiscal year 2021, it is expected the Celebration Fund will be

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FUND SUMMARY



Interest Revenue 2,451$ 619$ 3,000$ 1,000$ Total Operating and Capital Revenues 2,451 619 3,000 1,000 TOTAL REVENUES 2,451$ 619$ 3,000$ 1,000$


Professional & Technical 32,800 8,200 - - Total Operating Expenses 32,800 8,200 - - TOTAL EXPENDITURES 32,800$ 8,200$ -$ -$

Downtown Redevelopment Net Revenue (30,349) (7,581) 3,000 1,000 Beginning Fund Balance 134,106 103,757 103,757 96,176 Ending Fund Balance 103,757$ 96,176$ 106,757$ 97,176$

RDA - Downtown Redevelopment Fund

Description

The Downtown Redevelopment fund is used to enhance and promote the City’s core downtown area and toaccount for one small business revolving loan issued by the City that is still outstanding.

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FUND SUMMARY



Tax Increment 5,114$ -$ 1,700$ -$ Haircut-East Side 45,071 42,533 4,003 44,081 Interest Earnings 763 457 360 763

Total Operating and Capital Revenues 50,948 42,990 6,063 44,844 TOTAL REVENUES 50,948$ 42,990$ 6,063$ 44,844$

EXPENDITURESTransfers Out

Transfer to General Fund - - 42,403 - Total Transfers Out - - 42,403 - TOTAL EXPENDITURES -$ -$ 42,403$ -$

East Side RDA Fund Net Revenue 50,948 42,990 (36,340) 44,844 Beginning Fund Balance 140 51,088 51,088 94,078 Ending Fund Balance 51,088$ 94,078$ 14,748$ 138,922$

RDA-East Side Redevelopment Agency Fund

Description

The East Side RDA fund (also known as the East Main RDA fund) was created to account for the revenues andexpenditures for the East Main RDA project area created December 1992. The goal of the East Main RDAproject area is to incentivize the commercial and industrial development of several blocks along Main Street inAmerican Fork where conditions of blight were determined to be present. The fund will continue to receive

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FUND SUMMARY



Tax Increment 20,444$ 3,937$ -$ -$ Haircut 325,071 300,680 312,101 320,943 Interest Earnings 33,798 12,561 20,634 33,798


EXPENDITURESOperating and Capital Revenues

Haircut Expenditures - - 332,735 354,741 Total Operating Expenditures - - 332,735 354,741 TOTAL EXPENDITURES -$ -$ 332,735$ 354,741$

Business Park RDA Fund Net Revenue 379,313 317,178 - - Beginning Fund Balance 1,697,998 2,077,311 2,077,311 2,394,489 Ending Fund Balance 2,077,311$ 2,394,489$ 2,077,311$ 2,394,489$

RDA-Business Park Redevelopment Fund

Description

The Business Park RDA fund (also known as the North Valley RDA fund) was created to account for therevenues and expenditures of the North Valley RDA Project Area created September 1987. The goal of the NorthValley RDA project area is to incentivize the commercial and industrial development along I-15 in AmericanFork. The fund will receive tax increment revenue through fiscal year 2019, and haircut monies through fiscal

North Pointe Business Park

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FUND SUMMARY



Tax Increment 716,387$ 791,539$ 760,014$ 830,971$ Tax Increment - Housing 179,097 197,885 190,003 207,743 Interest Earnings 48,111 14,696 20,000 20,000

Total Operating and Capital Revenues 943,595 1,004,120 970,017 1,058,714 TOTAL REVENUES 943,595$ 1,004,120$ 970,017$ 1,058,714$


Administrative Expenses 10,500$ 20,614$ 24,510$ 12,629$ Total Operating Expenses 10,500 20,614 24,510 12,629 Capital

Developer Reimbursement 474,253 291,273 291,273 - 860 E Reconstruction 52,993 447,007 447,007 - Widening of 1500 South - 5,270 8,500 - Widening of Sam White Lane - 201 1,103,313 1,643,786

Total Capital Expenditures 527,246 743,751 1,850,093 1,643,786 Transfers Out

Transfer to General Fund 33,942 45,654 39,947 51,828 Transfer to Culinary Water Fund - 1,628,069 1,628,069 204,965

Total Transfers Out 33,942 1,673,723 1,668,016 256,793 TOTAL EXPENDITURES 571,688$ 2,438,088$ 3,542,619$ 1,913,208$

Egg Farm EDA Fund Net Revenue 371,907 (1,433,968) (2,572,602) (854,494) Beginning Fund Balance 2,560,992 2,932,899 2,932,899 1,498,931 Ending Fund Balance 2,932,899$ 1,498,931$ 360,297$ 644,437$

Fund Balance Restricted For:Administration 116,281 99,484 99,325 86,963 Affordable Housing 1,427,407 (2,777) (10,659) - Developer Funded Infrastructure (70,911) - - - Public Infrastructure 1,460,122 1,402,224 271,630 557,474

Ending Fund Balance 2,932,899$ 1,498,931$ 360,296$ 644,437$

EDA-Egg Farm Economic Development Area

Description

The Egg Farm EDA Fund was created to account for the revenues and expenditures of the Egg Farm EDAproject area created in September 2000. The goal of the Egg Farm EDA project area is to incentivize thecommercial and industrial development of a former chicken farm in American Fork City. The fund will receivetax increment revenue through fiscal year 2028, depending on when minimum tax increment levels are reached.It is important to note that 20 percent of tax increment received must go towards affordable housing projects in

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FUND SUMMARY


2019-20 2010-21 2020-21 2021-22EXPENDITURES

OperatingAdministrative Expenses 23,000$ -$ -$ -$

Total Operating Expenses 23,000 - - - TOTAL EXPENDITURES 23,000$ -$ -$ -$

Patriot Station CRA Fund Net Revenue (23,000) - - - Beginning Fund Balance (145,699) (168,699) (168,699) (168,699) Ending Fund Balance (168,699)$ (168,699)$ (168,699)$ (168,699)$

CRA-Patriot Station Community Reinvestmen

Description

The Patriot Station CRA Project Area Plan was drafted in October 2018 to define the method and means oftransit oriented development (TOD) around the vicinity of the American Fork FrontRunner Station. Futuredevelopment within the Project Area includes proposed high and medium density multi-family housing and thecreation of space for offices and commercial businesses, including numerous infrastructure and improvements tocapture the vision and density of the anticipated transit oriented development. As of May 5, 2020, the creation ofthe CRA has been put on hold pending approval by other taxing entities within the project area.

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Debt Service Funds

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American Fork City Proposed Annual Budget Fiscal Year 2021-2022Debt Service Fund Budgets

FUND SUMMARY



Property Tax 784,125$ 760,393$ 760,393$ 583,638$ PARC Tax Grant 350,000 350,000 350,000 350,000 Interest Earnings 13,877 3,597 17,875 17,875

Total Operating and Capital Revenues 1,148,002 1,113,990 1,128,268 951,513 Transfers In

Transfer From Park Impact Fund 108,931 119,864 119,864 118,616 Transfer from Fire Impact Fees Fund - 319,079 - 321,001 Transfer from Police Impact Fees Fund - 261,064 - 262,637

Total Transfers In 108,931 700,007 119,864 702,254 TOTAL REVENUES 1,256,933$ 1,813,997$ 1,248,132$ 1,653,767$

EXPENDITURESDebt Service

2020 General Obligation Bonds - 580,143 580,143 583,638 2018 Sales Tax Revenue Bonds 470,808 469,864 469,864 468,616 2014 General Obligation Bonds 599,027 - - - 2011 General Obligation Bonds 185,098 180,250 180,250 - Trustee Fees 2,000 1,250 1,750 1,250

Total Debt Service Expenditures 1,256,933 1,231,507 1,232,007 1,053,504 Transfers Out

Transfer to Capital Projects Fund 941,411 580,143 - 583,638 Total Transfers Out 941,411 580,143 - 583,638 TOTAL EXPENDITURES 2,198,344$ 1,811,650$ 1,232,007$ 1,637,142$

Debt Service Fund Net Revenue (941,411) 2,347 16,125 16,625 Beginning Fund Balance 1,292,791 351,380 351,380 353,727 Ending Fund Balance 351,380$ 353,727$ 367,505$ 370,352$

Debt Service Fund

Description

The Debt Service Fund is used to account for the accumulation of resources for, and the payment of, long-termdebt principal, interest, and related costs for the governmental funds (excluding enterprise and internal service

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Capital Investments

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American Fork City Proposed Annual Budget Fiscal Year 2021-2022Capital Project Funds Budgets

FUND SUMMARY


2019-20 2010-21 2020-21 2021-22REVENUES

Operating and Capital RevenuesProperty Tax 525,000$ 500,000$ 500,000$ 500,000$ Sales Tax 925,457 1,075,744 513,750 1,000,000 Class C Road Funds 1,225,753 1,222,454 1,080,000 1,100,208 Cemetery Lot Sales 40,000 30,000 40,000 40,000 Grants-PARC Tax 322,192 223,401 223,401 439,351 Grants-Utah County Recreation 14,256 13,850 - - Grants-MAG - - 5,573,925 1,651,000 Grants-Utah DOT - - 408,569 66,600 Capital Contributions 84,794 2,340 - - Interest Earnings 125,608 42,079 88,425 32,195

Total Operating and Capital Revenues 3,263,060 3,109,868 8,428,070 4,829,354 Transfers In

Transfer From General Fund 848,102 499,730 634,706 320,912 Transfer From Fitness Center 123,279 45,720 45,720 50,000 Transfer From Debt Service Fund 941,411 580,143 - 583,638

Total Transfers In 1,912,792 1,125,593 680,426 954,550 TOTAL REVENUES 5,175,852$ 4,235,461$ 9,108,496$ 5,783,904$

EXPENDITURESCapital ExpendituresPolice

Police Fences at Public Works Yard - 40,000 - - Total Police - 40,000 - - Streets

Pavement Management Plan 182,592 4,293,824 4,403,180 2,632,403 700 N Connection 21,483 4,183 1,651,000 1,651,000 ADA/Sidewalk Improvements - - 40,000 52,000 Safe Route to Schools 3,220 2,412 70,200 90,000 Transit Loop Feasibility - - 95,000 32,000 HAWK Pedestrian Crossing - - - 11,000 Street Lighting Upgrades - 29,982 50,000 100,000

Total Streets 207,295 4,330,401 6,309,380 4,568,403 Cemetery

Expansion - - 40,000 40,000 Improvements - - - 10,000 Wall Repair - 10,000 - 10,000

Total Cemetery - 10,000 40,000 60,000 (continued on next page)

General Capital Projects Fund

Description

The General Capital Projects Fund accounts for financial resources to be used for the acquisition of major capitalfacilities (other than those financed by enterprise or internal service fund activities). This fund does not accountfor projects accounted for with impact fees which are accounted for in separate impact fee funds.

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General Capital Projects FundDEPARTMENT BUDGET


EXPENDITURES Parks

Evergreen Park Irrigation 26,033 - - - Country View Park Irrigation - 10,000 - - Fox Hollow Subsidy 240,000 240,000 250,000 240,000 Utah County Grant-Art Dye Park 14,256 - - - 200 South Bike/Pedestrian Path 135,218 370,857 4,172,925 - Trail Maintenance - - 3,000 6,800 Parking Lot Maintenance - - 15,000 15,000 Pickleball Resurfacing - - 5,500 5,750 Hindley Filter Relocation - 9,868 13,500 - Sprinkler Automation - 101,500 21,500 - Playground Replacement - - - 100,000 Quail Cove Pavers - - - 11,000 Sidewalk Replacement - - - 6,000 Art Dye Park - - - 60,000 Park Improvements - - - 27,600 Dog Park - - 20,000 - Boat Harbor Improvements - - - 10,000 PARC-Art Dye Park 22,050 60,062 60,062 68,000 PARC-Meadowview Park 1,863 - - - PARC-Picnic Tables, Trees, Cans 25,635 - - - PARC-Rotary Park Pavillion 61,390 - - - PARC-Rotary Backstop 92,671 (1,827) - PARC-Easton Dog Park 29,524 - - - PARC-Hindley Park Parking Lot 41,138 3,123 64,612 - PARC-Playground Equipment 78,884 - - 190,351 PARC-Pool Shade Structure 24,800 - - - PARC-Quail Cove Entrance 24,645 - - - PARC-Quail Cove Restroom - 100,000 100,000 - PARC-Scoreboard Replacement - 15,301 15,301 - PARC-Frontage Trail - - - 90,000 PARC-Pool Features - - - 32,000 PARC-Library Expansion - - 176,891 55,000 PARC-Library Balcony Arts - - - 4,000

Total Parks 818,107 908,884 4,918,291 921,501 Fitness Center

Deck Drain Replacement - - 18,000 - Raquetball Court Resurfacing - - - 4,000 Facility Paint and Flooring 11,150 4,368 - 11,000 Roof Replacement 36,233 - - - HVAC Units - 15,000 - - LED Lighting Upgrades 11,945 - - - Front Entry Remodel - - 80,000 -


Description

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General Capital Projects FundDEPARTMENT BUDGET


EXPENDITURES Fitness Center

Slide Repair - - - 8,000 Shade Structures 533 - - - Security Upgrade 1,787 - - - Pool Boiler 171,026 - - - Pool Deck Resurfacing - - - 12,000 Locker Room Flooring - - - 15,000 Weight Room Expansion - 27,720 27,720 -

Total Fitness Center 232,674 47,088 125,720 50,000 Building & Grounds

HVAC System Replacements 23,085 - - 30,000 Fire Panel Replacements - 52,582 40,000 - Fire Station Flooring - 20,000 20,000 - Fire Station Bay Fans 57,666 50,000 - Boiler Replacements - - 28,000 98,000 Electrical Transmitters - - 15,000 - Library-Carpet Replacement 53,350 - 60,000 - Lighting Upgrades - - - 16,000 Legion Hall Renovations - - - 20,000 Police Security Upgrades - - - 10,000 Police Station Carpet 51,295 - - - Truck Washout Extension - - - 10,000 Administration Building Stairs 3,944 - - -

Total Building & Grounds 131,674 130,248 213,000 184,000 Other

Parade Float 8,812 - - - Total Other 8,812 - - - Total Capital Expenditures 1,398,562 5,466,621 11,606,391 5,783,904 Transfers Out

Transfer to General Fund - - 2,000,000 - Total Transfers Out - - 2,000,000 - TOTAL EXPENDITURES 1,398,562$ 5,466,621$ 13,606,391$ 5,783,904$

Debt Service Fund Net Revenue 3,777,290 (1,231,160) (4,497,895) - Beginning Fund Balance 4,732,830 8,510,120 8,510,120 7,278,960 Ending Fund Balance 8,510,120$ 7,278,960$ 4,012,225$ 7,278,960$

Description

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FUND SUMMARY



Bond Proceeds 8,665,261$ -$ -$ -$ Interest Earnings 29,597 28,995 15,000 15,000

Total Operating and Capital Revenues 8,694,858 28,995 15,000 15,000 TOTAL REVENUES 8,694,858$ 28,995$ 15,000$ 15,000$

EXPENDITURESCapital Expenditures

Fire Station 52 10,814 105,293 8,400,000 8,537,681 Art Dye Park-Phase I and II 2,601,170 - - - Bond Cost of Issuance 63,895 - - -

Total Capital Expenditures 2,675,879 105,293 8,400,000 8,537,681 TOTAL EXPENDITURES 2,675,879$ 105,293$ 8,400,000$ 8,537,681$

Debt Service Fund Net Revenue 6,018,979 (76,298) (8,385,000) (8,522,681) Beginning Fund Balance 2,580,000 8,598,979 8,598,979 8,522,681 Ending Fund Balance 8,598,979$ 8,522,681$ 213,979$ -$

Bond Capital Projects Fund

The Bond Capital Projects Fund accounts for financial resources received by bond proceeds to be used for theacquisition of major capital facilities (other than those financed by enterprise or internal service fund activities).

Description

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FUND SUMMARY



Interest Earnings 24 - - - Rebate - 4,010 5,000 5,000 Grants - 14,619 - -

Total Operating and Capital Revenues 24 18,629 5,000 5,000 Transfers In

Transfer From General Fund 276,062 236,694 267,488 321,360 Transfer From Fitness Center 20,336 16,000 6,100 30,000

Total Transfers In 296,398 252,694 273,588 351,360 TOTAL REVENUES 296,422$ 271,323$ 278,588$ 356,360$

EXPENDITURESCapital ExpendituresPolice

Equipment, Radios & Tasers 19,544$ 10,000$ 10,000$ 16,000$ Storage Shed 52,550 - - - Message Board & Trailer - 15,000 15,000 - Mobile Field Equipment - 6,000 6,000 - Daschcam Replacement - - - 20,000 Radio Replacement - 10,000 10,000 16,000

Total Police 72,094 41,000 41,000 52,000 Fire

Tech/Rescue Equipment 19,879 8,119 10,000 20,000 Thermal Cameras - - - 9,000 Dispatch Upgrades - 3,951 15,000 - X-Series 12 Lead Zolls - 27,000 27,000 - Burn Prop - - - 10,000 Bobcat - 14,619 - -

Total Fire 19,879 53,689 52,000 39,000 Parks

Mower Replacement - - - 40,294 Snowplow/Salter - - - 11,831 Playground Replacement 54,064 - - - Park Furnishings - - - 17,000 Dump Trailer - - 10,000 -

Total Parks 54,064 - 10,000 69,125 (continued on next page)

Capital Equipment Fund

The capital equipment fund accounts for equipment purchases other than those purchased by enterprise orinternal service fund activities.

Description

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Capital Equipment FundDEPARTMENT BUDGET


StreetsTrackhoe Lease 11,500 11,500 11,500 23,000 Backhoe Lease 7,250 - - - Roller 163 - - 80,000 Salter Racks 1,941 26,750 23,060 - Loader 166,825 - - - Backhoe - 49,900 52,000 - Chip Box - 12,000 12,000 15,000 Mini-X - - 11,500 - Other Equipment - - 11,500 -

Total Streets 187,679 100,150 121,560 118,000 Cemetery

Backhoe Lease 8,519 8,079 8,079 9,620 Excavator Lease 8,716 8,405 8,409 9,500 Mower - - - 14,115

Total Cemetery 17,235 16,484 16,488 33,235 Fitness Center/Recreation

Gymanstics Floor - - - 16,000 Pool Slide Replacement - - - 9,000 Fitness Equipment 20,336 - 5,000 5,000 Revolving Door Replacement - 16,000 - - Camera Upgrades - - 1,100 - Soccer Goals - - 5,500 -

Total Fitness Center/Recreation 20,336 16,000 11,600 30,000 Other

Engineering - Trimble GPS Unit 6,611 - - - Library-Self Checkout Stations - 44,000 44,000 - Holiday Decorations - - 5,000 15,000

Total Other 6,611 44,000 49,000 15,000 Total Capital Expenditures 377,898 271,323 301,648 356,360

TOTAL EXPENDITURES 377,898$ 271,323$ 301,648$ 356,360$ Capital Equipment Fund Net Revenue (81,476) - (23,060) - Beginning Fund Balance 97,921 16,445 16,445 16,445 Ending Fund Balance 16,445$ 16,445$ (6,615)$ 16,445$

Description

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FUND SUMMARY



Impact Fees 2,478,170$ 2,603,773$ 1,400,000$ 1,700,000$ Grants-MAG - - 44,000 592,000 Interest Earnings 102,937 29,992 120,000 30,000

Total Operating and Capital Revenues 2,581,107 2,633,765 1,564,000 2,322,000 TOTAL REVENUES 2,581,107$ 2,633,765$ 1,564,000$ 2,322,000$


Professional and Technical 1,872 2,270 - 30,330 Total Operating Expenditures 1,872 2,270 - 30,330 Capital

Art Dye Improvements 1,665,817 495,959 350,000 500,000 Art Dye Trail - - 44,000 637,000 Land Purchase-Parks Open Space - - - 3,000,000 Trail Expansion - - 200,000 Boat Harbor 1,355 - - Developer Reimbursement 124,914 15,360 - -

Total Capital Expeditures 1,792,086 511,319 594,000 4,137,000 Transfers Out

Transfer to General Fund 290,633 - - - Transfer to Debt Service Fund 108,931 119,864 119,864 118,616

Total Transfers Out 399,564 119,864 119,864 118,616 TOTAL EXPENDITURES 2,193,522$ 633,453$ 713,864$ 4,285,946$

Park Impact Fee Fund Net Revenue 387,585 2,000,312 850,136 (1,963,946) Beginning Fund Balance 5,110,379 5,497,964 5,497,964 7,498,276 Ending Fund Balance 5,497,964$ 7,498,276$ 6,348,100$ 5,534,330$

Park Impact Fees Fund

Description

The Park Impact Fee Fund accounts for fees assessed to property developers for new land or park space that mustbe acquired to maintain the established park land level of service as a result of growth due to new propertydevelopment. Each impact fee type is separated into its own fund for greater tracking and accountability.

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FUND SUMMARY



Impact Fees 2,707,289$ 2,507,281$ 1,400,000$ 2,000,000$ Interest Earnings 114,392 37,732 120,000 35,000



Professional and Technical 24,851 11,561 - 10,000 Total Operating Expenditures 24,851 11,561 - 10,000 Capital

700 N Grant Match - - 272,000 272,000 200 S Design & Engineering 115,243 - - - Traffic Signal-300 N 600 E - 300,000 - - Traffic Signal-500 E Automall 325,000 325,000 - Traffic Signal-620 S 600 E 20,366 - 279,634 Traffic Signal-900 W 500 N 264,408 - - Widening 300 N 1100 E 40,400 - - - 400 S Connection to 500 E - - 300,000 300,000 300 W Pacific Dr Improvements - - 50,000 850,000 300 N 600 E Intersection - - 300,000 - 36" Water line (Street Widening) - - 973,732 - Developer Reimbursement 570,845 1,310,594 - 1,500,000

Total Capital Expeditures 726,488 2,220,368 2,220,732 3,201,634 TOTAL EXPENDITURES 751,339$ 2,231,929$ 2,220,732$ 3,211,634$

Road Impact Fee Fund Net Revenue 2,070,342 313,084 (700,732) (1,176,634) Beginning Fund Balance 5,119,487 7,189,829 7,189,829 7,502,913 Ending Fund Balance 7,189,829$ 7,502,913$ 6,489,097$ 6,326,279$

Road Impact Fees Fund

The Road Impact Fee Fund accounts for fees assessed to property developers to reimburse the city for the cost ofdeveloping new system capacity that allows new development to occur and allows for transportation level ofservice to be maintained. Each impact fee type is separated into its own fund for greater tracking and

Description

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FUND SUMMARY



Impact Fees 448,324$ 330,168$ 210,000$ 250,000$ Interest Earnings 25,409 8,215 20,000 7,500



Professional and Technical 1,147 4,824 - 10,000 Total Operating Expenses 1,147 4,824 - 10,000 Capital

Developer Reimbursement 2,308 - - - Total Capital Expenses 2,308 - - - Transfers Out

Transfer to Debt Service Fund - 290,072 - 321,001 Transfer to Fleet Capital Fund 123,856 212,323 212,323 212,323

Total Transfers Out 123,856 502,395 212,323 533,324 TOTAL EXPENDITURES 127,311$ 507,219$ 212,323$ 543,324$

Fire Impact Fee Fund Net Revenue 346,422 (168,836) 17,677 (285,824) Beginning Fund Balance 1,138,661 1,485,083 1,485,083 1,316,247 Ending Fund Balance 1,485,083$ 1,316,247$ 1,502,760$ 1,030,423$

Fire Impact Fees Fund

The Fire Impact Fee Fund accounts for impact fees charged to new development to recover all or a portion of thecosts of providing fire services to new development. Impact fees collected provide funding for essential publicsafety infrastructure needed by the City to handle the increase in calls that new growth will generate.

Description

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FUND SUMMARY






Professional and Technical 2,997 - - 46,000 Total Operating Expenses 2,997 - - 46,000 Capital

Police Shooting Range - - - 165,000 Developer Reimbursement 6,814 - - -

Total Capital Expenses 6,814 - - 165,000 Transfers Out

Transfer to Debt Service Fund - 290,072 - 262,637 Total Transfers Out - 290,072 - 262,637 TOTAL EXPENDITURES 9,811$ 290,072$ -$ 473,637$

Police Impact Fee Fund Net Revenue 326,925 (61,312) 216,000 (245,637) Beginning Fund Balance 1,323,379 1,650,304 1,650,304 1,588,992 Ending Fund Balance 1,650,304$ 1,588,992$ 1,866,304$ 1,343,355$

Police Impact Fees Fund

The Police Impact Fee Fund accounts for impact fees charged to new development to recover all or a portion ofthe costs of providing police services to new development. Impact fees collected provide funding for essentialpublic safety infrastructure needed by the City to handle the increase in calls that new growth will generate.

Description

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Permanent Fund

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American Fork City Proposed Annual Budget Fiscal Year 2021-2022Permanent Fund Budget

FUND SUMMARY



Perpetual Care 21,400$ 20,100$ 26,000$ 26,000$ Interest Earnings 6,781 2,158 9,000 2,000 Loan Payment-Lot Sales 26,250 21,750 32,500 32,500


EXPENSESTransfers Out

Transfer to General Fund 6,933 2,158 9,000 2,000 Total Transfers Out 6,933 2,158 9,000 2,000 TOTAL EXPENDITURES 6,933$ 2,158$ 9,000$ 2,000$

Perpetual Care Trust Net Revenue 47,498 41,850 58,500 58,500 Beginning Fund Balance 783,560 831,058 831,058 872,908 Ending Fund Balance 831,058$ 872,908$ 889,558$ 931,408$

Perpetual Care Trust Fund

The Perpetual Care Trust Fund is a permanent fund used to hold and manage funds for the purpose ofmaintenance and upkeep of the City’s cemetery. Revenues come from sales of graves and interest earnings.Interest earned on idle funds is transferred to the general fund to offset upkeep of the cemetery.

Description

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Proprietary Funds

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American Fork City Proposed Annual Budget Fiscal Year 2021-2022Enterprise Funds Budgets



Water Sales 3,934,147$ 4,732,302$ 4,260,261$ 4,465,000$ CUP Water Fee 871,622 895,928 828,120 870,000 Connection Fee 217,783 241,147 195,700 205,000 Late Fee 106,245 171,521 150,000 157,500 Intergovernmental 194,130 56,878 - 250,000 Miscellaneous 29,822 37,861 40,000 37,725 Note Receivable 19,614 - - - Interest Earnings 160,872 67,917 100,000 100,000 Developer Contributions 2,704,865 - - - Loan Proceeds - 15,000,000 23,721,767 7,015,000

Total Operating and Capital Revenues 8,239,100 21,203,554 29,295,848 13,100,225 Transfers In

Transfer From Egg Farm EDA - 1,628,069 - 204,965 Total Transfers In - 1,628,069 - 204,965 TOTAL REVENUES 8,239,100$ 22,831,623$ 29,295,848$ 13,305,190$

EXPENSESPersonnel

Salaries & Wages 211,095$ 308,197$ 354,278$ 366,730$ Benefits 112,382 150,942 162,377 166,511


Subscriptions & Memberships 1,566 - 1,600 1,600 Education & Travel 2,597 990 4,150 4,550 Postage 11,999 10,278 16,000 16,000 Office Expense and Supplies - 7,860 - - Equipment Supplies and Maintenance 15,178 15,595 15,000 15,000 Insurance 50,140 45,496 53,000 53,000 Utilities 149,857 202,368 200,000 200,000 Telephone 7,958 8,982 9,000 9,000 Professional and Technical 141,231 101,877 60,000 70,000 Clothing Allowance 1,048 1,125 1,400 1,400 Debris Hauling 1,652 4,499 5,000 5,000 Department Expense and Supplies 72,332 98,285 90,000 90,000 CUP-Water Assessment and Fees 572,294 746,625 805,000 805,000 Credit Card/Bank Processing Fees 29,808 35,658 32,000 32,000 No Fault Liability Claims 6,241 - 50,000 50,000 Land Lease 7,260 7,440 7,500 8,000 Meter Replacement 210,390 213,495 100,000 150,000 Depreciation 978,376 980,000 - 1,000,000


Public Works - Culinary Water Fund

Description

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DescriptionDEPARTMENT BUDGET


EXPENSESOperating

Admin Charge-General Fund 426,475 473,721 473,721 429,007 Admin Charge-Broadband 2,610 2,627 2,627 2,913 Internal Charges-Fleet Operations 22,000 22,000 22,000 18,597 Internal Charges-Fleet Capital - - - 125,000 Internal Charges-Technology 17,280 15,575 15,575 17,466

Total Operating Expenses 2,728,292 2,994,496 1,963,573 3,103,533 Capital

Equipment - 157,579 160,000 - Backhoe Lease 6,500 6,500 - 26,500 Water Line Projects 25,953 328,508 100,000 1,182,613 Water Line Replacement 3,107 176,553 100,000 500,000 Water Line Replacement-CDBG - 93,990 70,000 500,000 Large Meter Replacement 20,233 32,582 25,000 25,000 Meters-City Facilities 9,500 - 25,000 - Meters-AMI Reading Equipment - - - 840,000 Well Repairs - - 250,000 40,000 Fire Hydrants 29,278 31,011 40,000 40,000 Spring Line Replacement - 330,471 600,000 - 36" Water Line Replacement - 15,000,000 24,279,384 7,898,944 500 E-1100 E Utility Betterments - 304,736 510,158 - 100 E Water Improvements 225 641,842 500,000 - Upper Tank Rehabilitation - 275,690 435,990 - Country Club Well - 50,000 - 260,000 Hospital Well - 14,042 - 100,000

Total Capital Expenses 94,796 17,443,504 27,095,532 11,413,057 Debt Service

2020 Waterline Bonds - - 161,000 119,573 2012 Water Revenue Bonds 14,606 52,221 51,252 52,257 Cost of Issuance - 154,838 237,218 -

Total Debt Service 14,606 207,059 449,470 171,830 TOTAL EXPENSES 3,161,171$ 21,104,198$ 30,025,230$ 15,221,661$

Culinary Water Fund Net Revenue 5,077,929 1,727,425 (729,382) (1,916,471) Beginning Available Fund Balance 10,370,210 15,448,139 15,448,139 17,175,564 Ending Available Fund Balance 15,448,139$ 17,175,564$ 14,718,757$ 15,259,093

Description

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DescriptionDEPARTMENT STAFFING


Water Superintendent 0.50 0.50 0.70 0.20 Water System Lead Operator 0.50 0.50 0.70 0.20 Water System Technicians 1.50 2.00 2.80 0.80 Water System Specialist 0.50 0.50 0.70 0.20 Public Infrastructure Manager 0.25 0.25 0.25 - Water Meter Specialist 2.00 1.00 1.00 - Total Culinary Water Positions 5.25 4.75 6.15 1.40

STAFFING NOTES1) Culinary Water and Pressurized Irrigation - No new positions added. More Staff time is reallocated to

culinary water to reflect winter closures of secondary irrigation.

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Impact Fees 1,318,741$ 1,430,330$ 700,000$ 1,300,000$ Interest Earnings 26,775 11,023 15,000 15,000

Total Operating and Capital Revenues 1,345,516 1,441,353 715,000 1,315,000 TOTAL REVENUES 1,345,516$ 1,441,353$ 715,000$ 1,315,000$

EXPENSESOperating


36" Water Line - - - 5,009,017 Developer Reimbursement 417,145 699,017 500,000 500,000

Total Capital Expenses 417,145 699,017 500,000 5,509,017 Debt Service

Loan Debt Service - - 644,000 677,578 Total Debt Service - - 644,000 677,578 TOTAL EXPENSES 426,472$ 701,334$ 1,144,000$ 6,215,767

Culinary Water Impact Net Revenue 919,044 740,019 (429,000) (4,900,767) Beginning Fund Balance 995,729 1,914,773 1,914,773 2,654,792 Ending Fund Balance 1,914,773$ 2,654,792$ 1,485,773$ (2,245,975)

Culinary Water Impact Fees Fund

Description

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2019-20 2010-21 2020-21 2021-22REVENUES

Operating and Capital RevenuesWater Sales 2,769,010$ 2,821,133$ 2,748,813$ 2,887,000$ Connection Fee 113,240 120,751 77,250 81,000 Interest Earnings 2,637 386 1,500 1,500 Grant Revenue - - 1,500,000 1,500,000 Developer Contributions 430,703 - - -


EXPENSESPersonnel

Salaries & Wages 210,019 145,495 151,451 156,708 Benefits 106,223 80,634 107,218 93,238


Postage 11,547 9,461 14,000 14,000 Equipment Supplies/Maintenance 21,250 - 50,000 50,000 Insurance 19,948 22,622 21,200 21,200 Professional and Technical 4,753 50,000 50,000 80,000 Clothing 600 600 600 600 Department Expense and Supplies 15,043 10,000 10,000 15,000 Credit Card/Bank Processing Fees 15,791 18,860 17,000 18,787 Depreciation 1,252,840 1,280,000 1,280,000 1,310,000 Admin Charge-General Fund 253,957 271,503 271,561 276,543 Admin Charge-Broadband 58 58 58 56 Internal Charges-Fleet Operations & Mainte 4,500 4,500 4,500 3,487 Internal Charges-Technology 9,876 10,425 10,425 12,316


PI Meters-City-wide - 4,322 3,000,000 6,360,000 PI Meters-City Facilities - 118,184 120,000 50,000

Total Capital Expenses - 122,506 3,120,000 6,410,000 Debt Service

2016 General Obligation Bonds 1,119,827 2,473,250 2,473,250 2,470,750 2015 General Obligation Bonds 215,494 513,038 513,038 515,438 Trustee Fees 1,000 1,000 1,000 1,000

Total Debt Service 1,336,321 2,987,288 2,987,288 2,987,188 TOTAL EXPENSES 3,262,726$ 5,013,952$ 8,095,301$ 11,449,123$

Pressurized Irrigation Fund Net Revenue 52,864 (2,071,682) (3,767,738) (6,979,623) Beginning Available Fund Balance 10,882,405 10,935,269 10,935,269 8,863,587 Ending Available Fund Balance 10,935,269$ 8,863,587$ 7,167,531$ 1,883,964

Public Works - Pressurized Irrigation Fund

Description

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Public Works - Pressurized Irrigation FundDEPARTMENT STAFFING


Water Superintendent 0.50 0.50 0.30 (0.20) Water System Lead Operator 0.50 0.50 0.30 (0.20) Water System Technicians 1.50 2.00 1.20 (0.80) Water System Specialist 0.50 0.50 0.30 (0.20) Public Infrastructure Manager 0.25 0.25 0.25 - Total Secondary Water Positions 3.25 3.75 2.35 (1.40)

STAFFING NOTES1) Culinary Water and Pressurized Irrigation - No positions deleted. More Staff time is reallocated to culinary

water to reflect winter closures of secondary irrigation.

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Impact Fees 840,887$ 688,322$ 630,000$ 830,000$ Total Operating and Capital Revenues 840,887 688,322 630,000 830,000 TOTAL REVENUES 840,887$ 688,322$ 630,000$ 830,000$

EXPENSESOperating


Water Reclamation Facility - 12,942 2,000,000 1,987,058 Devloper Reimbursement 130,603 782,116 200,000 500,000

Total Capital Expenses 130,603 795,058 2,200,000 2,487,058 TOTAL EXPENSES 139,302$ 797,457$ 2,200,000$ 2,514,056

Secondary Water Impact Net Revenue 701,585 (109,135) (1,570,000) (1,684,056) Beginning Fund Balance (15,392,521) (14,690,936) (14,690,936) (14,800,071) Ending Fund Balance (14,690,936)$ (14,800,071)$ (16,260,936)$ (16,484,127)$

Secondary Water Impact Fees Fund

Description

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Sewer Sales 5,720,343$ 5,849,590$ 5,645,916$ 5,610,750$ Connection Fee 98,495 114,563 80,340 84,500 Interest Earnings 130,435 44,466 106,072 100,000 Developer Contributions 389,447 - - -


EXPENSESPersonnel

Salaries & Wages 135,344 171,172 177,095 182,110 Benefits 82,126 94,773 103,480 97,374


Education & Travel 2,311 275 4,500 4,500 Postage 11,978 11,281 12,000 12,000 Equipment Supplies and Maintenance 2,754 1,914 15,000 15,000 Insurance 39,895 45,245 42,400 42,400 Telephone 4,129 5,013 4,200 4,200 Professional and Technical 11,634 2,212 25,000 25,000 Clothing 1,362 771 1,000 1,000 Debris Hauling 1,652 3,936 2,500 - Department Expense and Supplies 17,507 6,829 2,500 2,500 Timpanogos Special Service District 3,099,205 2,924,628 3,100,000 3,100,000 Credit Card/Bank Processing Fees 30,669 36,729 32,000 32,000 No Fault Insurance Claims 4,179 - 15,000 - Operations & Maintenance 14,404 13,809 30,000 30,000 Depreciation 374,608 385,000 400,000 Trackhoe Lease 11,500 11,500 11,500 11,500 Admin Charge-General Fund 414,036 486,502 487,826 482,711 Admin Charge-Broadband 1,316 1,324 1,389 Internal Charges-Fleet Operations 30,000 30,000 30,000 23,246 Internal Charges-Fleet Capital 82,148 - - 40,000 Internal Charges-Technology 11,358 10,125 10,125 11,882


Sewer Lining - 24,765 485,892 325,000 Sewer Bursting - 4,499 500,000 550,000 450 W Upsizing - 16,430 255,464 239,034 36" Water Line (Sewer Portion) - - 250,000 -

Total Capital Expenses - 45,694 1,491,356 1,114,034 (continued on next page)

Public Works - Sewer Fund

Description

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Public Works - Sewer Fund DEPARTMENT BUDGET


TOTAL EXPENSES 4,384,115$ 4,288,732$ 5,597,482$ 5,632,846$ Sewer Fund Net Revenue 1,954,605 1,719,887 234,846 162,404 Beginning Available Fund Balance 6,234,225 8,188,830 8,188,830 9,908,717 Ending Available Fund Balance 8,188,830$ 9,908,717$ 8,423,676$ 10,071,121$


Full-time Equivalent Positions 2019-20 2020-21 2021-22 (Decrease)Wastewater Superintendent 0.50 0.50 0.50 - Wastewater Operator 1.00 0.50 0.50 - Wastewater Maintenance Specialist 1.00 1.00 1.00 - Technician - 0.75 0.75 - Public Infrastructure Manager 0.25 0.25 0.25 - Total Sewer Positions 2.75 3.00 3.00 -

Description

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EXPENSESOperating

Professional and Technical 4,724 - - 28,963 Total Operating Expenses 4,724 - - 28,963 Capital

200 S Design and Engineering 39,861 - 8,575 - 450 W Upsizing - 172,129 172,129 - Devloper Reimbursement 9,605 947,379 150,000 300,000

Total Capital Expenses 49,466 1,119,508 330,704 300,000 TOTAL EXPENSES 54,190$ 1,119,508$ 330,704$ 328,963

Sewer Impact Fee Fund Net Revenue 416,246 (634,312) (28,930) 92,811 Beginning Fund Balance 1,243,467 1,659,713 1,659,713 1,025,401 Ending Fund Balance 1,659,713$ 1,025,401$ 1,630,783$ 1,118,212

Sewer Impact Fees Fund

Description

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Storm Drain Fee 1,411,339 1,442,664 1,260,720 1,325,000 SWPPP Citations 14,710 29,521 - 34,500 Interest Earnings 43,878 14,656 34,500 - Developer Contributions 291,710 - - -


EXPENSESPersonnel

Wages & Salaries 152,352 126,016 161,617 169,785 Benefits 82,655 75,749 104,753 92,694


Postage 11,306 9,557 12,000 12,000 Equipment Supplies/Maintenance - 4,801 5,000 5,000 Insurance 44,882 45,245 47,700 47,700 Professional & Technical 12,463 10,102 30,000 30,000 Debris Basin - 6,000 5,000 7,500 Debris Hauling - 2,565 1,000 56,000 Department Expense and Supplies 6,329 675 15,000 10,000 Credit Card/Bank Processing Fees 7,503 8,983 9,000 9,000 No Fault Insurance Claims 45,272 - - - Depreciation 281,806 310,000 - - Backhoe Lease 11,000 - - - Admin Charge-General Fund 266,169 290,124 290,124 296,049 Admin Charge-Broadband - - - 56 Internal Charges-Fleet Operations 1,500 1,500 1,500 1,162 Internal Charges-Technology 7,577 10,125 10,125 11,882

Total Operating Expenses 695,807 699,677 426,449 486,349 Capital

Equipment - 118,184 120,000 - AF River Rehabilitation - 400,000 611,325 211,325 Curb and Gutter Replacements - 139,904 704,408 769,679 36" Water Line (SD Portion) - - 266,788 50,000 400 S at Orchard to 400 E - 54,668 100,000 - Storm Drain Projects 42,492 - - -

Total Capital Expenses 42,492 712,756 1,802,521 1,031,004 TOTAL EXPENSES 973,306$ 1,614,198$ 2,495,340$ 1,779,832$

Storm Drain Fund Net Revenue 788,331 (127,357) (1,200,120) (420,332) Beginning Available Fund Balance 2,033,594 2,821,925 2,821,925 2,694,568 Ending Available Fund Balance 2,821,925$ 2,694,568$ 1,621,805$ 2,274,236

Public Works - Storm Drain Fund

Description

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Public Works - Storm Drain Fund


Full-time Equivalent Positions 2019-20 2020-21 2021-22 (Decrease)Wastewater Superintendent 0.50 0.50 0.50 - Wastewater Operator - 0.50 0.50 - Stormwater Maintenance Specialist 1.00 1.00 1.00 - Technician 1.00 0.25 0.25 - Public Infrastructure Manager 0.25 0.25 0.25 - Total Storm Drain Positions 2.75 2.50 2.50 -

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EXPENSESOperating


200 S Design and Engineering - 10,678 23,100 - Devloper Reimbursement 1,950 570,242 100,000 500,000

Total Capital Expenses 1,950 580,920 123,100 500,000 TOTAL EXPENSES 69,493$ 593,817$ 123,100$ 525,780

Storm Drain Impact Net Revenue 476,039 (211,968) 182,118 (100,562) Beginning Fund Balance 1,338,964 1,815,003 1,815,003 1,603,035 Ending Fund Balance 1,815,003$ 1,603,035$ 1,997,121$ 1,502,473

Storm Drain Impact Fees Fund

Description

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FUND SUMMARY



Refuse Collection Fees 1,164,414$ 1,224,704$ 1,140,242$ 1,217,500$ Recycling Fees 324,849 344,753 318,453 339,000 Miscellaneous 380 1,154 300 - Interest Earnings 7,114 1,967 6,750 6,750


EXPENSESOperating

Recycling Fees 250,917 326,683 308,485 323,909 Waste Disposal-First Can 583,690 536,686 534,006 560,706 Waste Disposal-Additional Can 72,456 98,400 84,866 89,109 Solid Waste/Tipping Fees 434,972 453,196 434,105 542,631 Professional and Technical 444 - 1,000 - Credit Card/Bank Processing Fees 8,662 10,373 9,105 10,332 Postage 11,064 9,218 11,630 15,065 Miscellaneous - - 4,200 - Bad Debt Expense - 7,198 - 13,267 Admin Charge-General Fund 96,485 102,757 102,757 102,004 Internal Charges-Technology 2,872 6,532 6,532 7,862

Total Operating Expenses 1,461,562 1,551,043 1,496,686 1,664,885 TOTAL EXPENSES 1,461,562$ 1,551,043$ 1,496,686$ 1,664,885$

Sanitation/Recycling Net Revenue 35,195 21,535 (30,941) (101,635) Beginning Fund Balance 327,127 362,322 362,322 383,857 Ending Fund Balance 362,322$ 383,857$ 331,381$ 282,222

Sanitation & Recycling

Description

The Sanitation and Recycling fund is used to account for sanitation and recycling services provided to City res-idents. These services are provided by an outside contractor. However, the fund is charged for expenses re-latedto billing customers for services provided, and administrative support of the fund.

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Leasing Fiber Lines 89,752$ 81,728$ 100,000$ 85,000$ Administrative Charges 93,282 91,235 92,640 96,417

Total Operating and Capital Revenues 183,034 172,963 192,640 181,417 Transfers In

Transfer From General Fund 318,214 296,376 316,376 224,624 Contribution from General Fund - - - 20,322

Total Transfers In 318,214 296,376 316,376 244,946 TOTAL REVENUES 501,248$ 469,339$ 509,016$ 426,363$

EXPENSESPersonnel

Wages & Salaries 163,092 178,892 169,208 180,143 Benefits 94,351 101,331 96,336 101,569


Utilities 326 221 500 500 Office Supplies 177 1,186 - Equipment Maintenance Agreement 27 - - 1,850 Insurance 18,819 22,622 18,780 18,780 Telephone 1,680 2,487 1,680 2,640 Professional & Technical 2,018 - - 35,000 Pole Fees 23 20 50 50 Blue Stakes 9,405 9,734 7,000 9,600 Bandwith for Connection 8,399 9,599 8,500 8,500 Uniform 200 200 200 200 Department Expense and Supplies 1,000 500 500 500 Depreciation 48,433 - - - Broadband System 10,861 1,747 10,000 15,000 Admin Charge-General Fund 40,215 33,483 33,483 21,505 Internal Charges-Fleet Operations 2,500 1,800 1,800 1,395 Internal Charges-Technology 5,468 6,515 5,915 8,809


Feasibility Study 146,487 - 135,064 - OTDR Fiber Tester - 19,711 20,000 -

Total Capital Expenses 146,487 19,711 155,064 - TOTAL EXPENSES 553,481 390,048 509,016 406,041

Broadband Fund Net Revenue (52,233) 79,291 - 20,322 Beginning Fund Balance (2,049,610) (2,101,843) (2,101,843) (2,022,552) Ending Fund Balance (2,101,843)$ (2,022,552)$ (2,101,843)$ (2,002,230)

Broadband

Description

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BroadbandDEPARTMENT STAFFING


Broadband/Technology Director 1.00 1.00 1.00 - Fiber Optic Network Manager 1.00 1.00 1.00 - Total Broadband Positions 2.00 2.00 2.00 -

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American Fork City Proposed Annual Budget Fiscal Year 2021-2022Internal Service Funds Budgets

FUND SUMMARY



Charges From General Fund 442,284$ 409,242$ 419,242$ 339,240$ Charges From Fitness Center Fund 1,000 1,000 1,000 775 Charges From Culinary Water 22,000 22,000 22,000 18,597 Charges From Secondary Water 4,500 4,500 4,500 3,487 Charges From Sewer Fund 30,000 30,000 30,000 23,246 Charges From Storm Drain Fund 1,500 1,500 1,500 1,162 Charges From Broadband Fund 2,500 1,800 1,800 1,395 Interest Earnings 2,280 3,000 3,000 - Miscellaneous 3,808 - - -

Total Operating and Capital Revenues 509,872 473,042 483,042 387,902 Transfers In

Transfer From General Fund - - 4,800 - Total Transfers In - - 4,800 - TOTAL REVENUES 509,872$ 473,042$ 487,842$ 387,902$

EXPENSESOperating

Vehicle Maintenance 301,860 340,242 345,042 357,800 Vehicle Repair 150,886 132,800 142,800 142,800

Total Operating Expenses 452,746 473,042 487,842 500,600 TOTAL EXPENSES 452,746$ 473,042$ 487,842$ 500,600$

Fleet Operations Fund Net Revenue 57,126 - - (112,698) Beginning Fund Balance 105,572 162,698 162,698 162,698 Ending Fund Balance 162,698$ 162,698$ 162,698$ 50,000

Description

The Fleet Operations and Maintenance fund accounts for maintenance and repair of the City’s vehicles. The fundincludes expenditures for vehicle maintenance, repair, and fuel. Revenue for the fund comes from charges to thedepartments that receive services from the fund.

Fleet Operations & Maintenance Fund

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FUND SUMMARY



Charges From General Fund 820,029$ 891,684$ 891,763$ 1,005,588$ Charges From Culinary Water - - - 125,000 Charges From Sewer Fund 82,148 - - - Capital Lease Proceeds - - - 285,000 Sale of Capital Assets 12,448 13,312 - 20,000 Interest Earnings 634 - - - Miscellaneous - 10,333 - -

Total Operating and Capital Revenues 915,259 915,329 891,763 1,435,588 Transfers In

Transfer From General Fund - 525,000 525,500 - Transfer From Fire Impact Fee Fund 123,856 212,322 212,322 212,323

Total Transfers In 123,856 737,322 737,822 212,323 TOTAL REVENUES 1,039,115$ 1,652,651$ 1,629,585$ 1,647,911$

EXPENSESOperating

Depreciation 892,420 - - - Total Operating Expenses 892,420 - - - Capital

Police Vehicles and Upfitting 2,696 412,171 412,171 432,000 Fire Vehicles and Upfitting 4,918 63,419 45,000 334,000 Cemetery Vehicles - 32,530 32,600 7,350 Parks Vehicles - 227,500 227,500 7,350 Building Maintenance Vehicles - - - 78,500 Streets Vehicles - - - 63,800 Engineering Vehicles - 43,309 43,300 5,000 Building Inspection Vehicles - 39,708 35,000 80,000 Planning Vehicles - - - 5,000 Culinary Water Vehicles - - - 130,000

Total Capital Expenses 7,614 818,637 795,571 1,143,000 Debt Service

Capital Lease-Principal - 537,334 537,334 593,459 Capital Lease-Interest 42,045 54,680 54,680 58,452

Total Debt Service Expenses 42,045 592,014 592,014 651,911 TOTAL EXPENSES 942,079$ 1,410,651$ 1,387,585$ 1,794,911$

Fleet Capital Fund

The Fleet Capital fund accounts for the purchase and disposal of City vehicles. The fund includes not only thepurchase of vehicles, but any associated lease payments on fleet vehicles.

Description

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Fleet Capital FundFleet Capital Fund Net Revenue 97,036 242,000 242,000 (147,000) Beginning Fund Balance (28,115) 68,921 68,921 310,921 Ending Fund Balance 68,921$ 310,921$ 310,921 163,921

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FUND SUMMARY


REVENUESOperating and Capital Revenue

Charges From General Fund 439,734$ 373,510$ 386,272$ 438,210$ Charges From Fitness Center Fund 23,873 16,819 16,819 23,242 Charges From Culinary Water 17,280 15,575 15,575 17,466 Charges From Secondary Water 9,876 10,425 10,425 12,316 Charges From Sewer Fund 11,358 10,125 10,125 11,882 Charges From Storm Drain Fund 7,577 10,125 10,125 11,882 Charges From Sanitation Fund 2,872 6,532 6,532 7,862 Charges From Broadband Fund 5,468 6,515 6,515 8,809 Interest Earnings 803 183 - -

Total Operating and Capital Revenue 518,841 449,809 462,388 531,669 Transfers In

Transfers from General Fund - 451,000 451,000 - Total Transfers In - 451,000 451,000 - TOTAL REVENUES 518,841$ 900,809$ 913,388$ 531,669$

EXPENSESOperating

Contracted IT Support 48,408 59,063 65,000 65,000 Software Maintenance 60,223 77,547 112,186 91,500 Software Renewals 57,962 138,425 170,392 233,069 Telephone System 47,239 41,954 48,000 48,000 Admin Charge-Broadband 44,100 44,100 44,100 44,100


Hardware Purchases 100,455 92,930 59,309 100,000 Software Purchases 27,645 446,790 457,719 20,000

Total Capital Expenses 128,100 539,720 517,028 120,000 TOTAL EXPENSES 386,032$ 900,809$ 956,706$ 601,669$

Information Technology Net Revenue 132,809 - (43,318) (70,000) Beginning Fund Balance - 132,809 132,809 132,809 Ending Fund Balance 132,809$ 132,809 89,491 62,809

Information Technology Fund

Description

The Information technology department oversees and is responsible for all technology-related aspects of the City.The City’s information technology contractor works with all departments of the City to provide IT servicesincluding networking services, computer needs, peripheral devices, telephones, network security, servers,troubleshooting and support, and software support. The information technology department is outsourced, but isoverseen by the Broadband (Information Technology) department. This was a department of the general fund

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