Agenda packet — Coachella City Council, March 12, 2025 (part 1 of 2)

City Hall Council Chamber
1515 Sixth Street, Coachella, California
(760) 398-3502  www.coachella.org
AGENDA

CITY COUNCIL REGULAR MEETING

OF THE CITY OF COACHELLA

THE COUNCIL SITTING AS THE COACHELLA SANITARY DISTRICT,

COACHELLA FIRE PROTECTION DISTRICT, COACHELLA FINANCING AUTHORITY,

COACHELLA EDUCATIONAL AND GOVERNMENTAL ACCESS CABLE CHANNEL CORPORATION,

COACHELLA WATER AUTHORITY, SUCCESSOR AGENCY TO THE COACHELLA REDEVELOPMENT AGENCY

AND COACHELLA PARKS AND RECREATION FOUNDATION
March 12, 2025
6:00 PM – REGULAR MEETING
In-Person Meeting
Location:

Coachella City Hall
Council Chamber
1515 Sixth Street
Coachella, CA
If you would like to attend the meeting via Zoom, here is the link:
https://us02web.zoom.us/j/88457271898?pwd=REdzU1NoQmpVSFhWTDVaZ0VCekYxdz09 Or One tap mobile : 16699006833,,88457271898#,,,,*606140# Or Telephone:

US: +1 669 900 6833
Webinar ID: 884 5727 1898
Passcode: 606140
Spanish: El idioma español está disponible en Zoom seleccionado la opción en la parte de abajo de la pantalla
 Public comments may be received by 3:00 P.M. either in person, via email, telephonically, or via Zoom with a limit of 250 words, or three minutes:
o In Real Time:

If participating in real time via Zoom or phone, during the Public Comment Period, use the “raise hand” function on your computer, or when using a phone, participants can raise their hand by pressing *9 on the keypad.
o In Writing:

Written comments may be submitted to the City Council electronically via email to [email protected]. Transmittal prior to the start of the meeting is required. All written comments received will be forwarded to the City Council and entered into the record. o If you wish, you may leave a message at (760) 262-6240 before 4:30 p.m. on the day of the meeting.  The live stream of the meeting may be viewed online by accessing the city's website at www.coachella.org, and clicking on the "Watch Council Meetings" tab located on the home page, and then clicking on the "live" button.

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Agenda City Council Regular Meeting March 12, 2025

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CALL TO ORDER: - 6:00 P.M.

ROLL CALL:

PLEDGE OF ALLEGIANCE:

APPROVAL OF AGENDA:
“At this time the Council/ Board/Corporation/Authority may announce any items being pulled from the Agenda or continued to another date or request the moving of an item on the agenda” PROCLAMATIONS/PRESENTATIONS/DIRECTION:

1. Proclamation Recognizing Diana Ramirez, Jason Hernandez and Ruben Gonzalez for their Service on the Planning Commission

2. Mid-Year 2024/2025 Budget Update
WRITTEN COMMUNICATIONS:

CONSENT CALENDAR:
(It is recommended that Consent Items be acted upon simultaneously unless separate discussion and/or action is requested by a Council Member.)

3. Regular Meeting Minutes of February 26, 2025, of the City of Coachella, Coachella Sanitary District, Coachella Fire Protection District, Coachella Financing Authority, Coachella Educational and Governmental Access Cable Corporation, Coachella Water Authority, Successor Agency to the Coachella Redevelopment Agency and Coachella Parks and Recreation

4. Voucher Listing- EFT's/Utility Billing Refunds/FY 2024-25 Expenditures as of March 12, 2025, $4,314,891.89

5. Authorize the City Manager and City Engineer to Execute the Purchase and Sale Agreement and Certificate of Compliance for the Acquisition of Real Property (APN 778-170-005) for the Bridge Over Whitewater Channel at Avenue 50, City Project ST-69

6. Authorize the City Manager and City Engineer to Execute the Purchase and Sale Agreement and Certificate of Compliance for the Acquisition of Real Property (APN 778-170-009) for the Bridge Over Whitewater Channel at Avenue 50, City Project ST-69

7. Authorize the City Manager and City Engineer to Execute the Purchase and Sale Agreement and Certificate of Compliance for the Acquisition of Real Property (APN 778-180-004, 778-170-011, 778-170-012) for the Bridge Over Whitewater Channel at Avenue 50, City Project ST-69

8. Authorize Staff to Receive Invoices from Habitat for Humanity of the Coachella Valley, Inc. for the Removal and Reconstruction of 380 Linear Feet of Exterior Garden Wall Along Sunset Blvd in an Amount not to Exceed $74, 058.43 Including 20% Contingency;

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Agenda City Council Regular Meeting March 12, 2025

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Authorize Appropriations from Street DIF (Fund 127) in an Amount of $74,058.43 for the Reimbursements to Habitat of Humanity, City Project ST-128

9. Authorize the Operation of a Beer Garden on Saturday, March 22, 2025 from 5pm-9pm at Veterans Memorial Park for the 2025 Coachella Mariachi Festival

10. Approve Vehicle Leases for FY 2024/25 with Enterprise Fleet Management Inc.

Authorize the City Manager to Approve the Lease Rate Quotes from Enterprise Fleet Management, Inc. for the Following units: (1) 2025 Ford Lightning Flash EV truck 8500, (1) 2025 Ford Transit Van, (2) 2025 Ford F150 XL 4x4 SuperCab and (2) 2025 Ford F250 XL 4x4 SuperCab

11. Award Amendment No. 2 to Vintage Associates, Inc for Landscape Maintenance Services for Grapefruit Blvd Medians and Parkway Project No. 121421; Increasing Term of Agreement by One-Year and Compensation by $71,780.70

12. Adopt Resolution No. 2025-12 Authorizing the Mayor, or their Designee(s), to Submit an Application to the California Department of Housing and Community Development for Funding Under the Home Investment Partnerships Program; and if Selected, the Execution of a Standard Agreement, Any Amendments Thereto, and of Any Related Documents Necessary to Participate in the Home Investment Partnerships Program

13. Authorize a Community-Based Grant to the Shay’s Warriors Life After Cancer in the Amount of $1,000 to Support its CONNECTION Series Program

14. Adopt Ordinance No. 1222 Amending Chapter 5.80 (“Regulation of Short-Term Vacation Rentals”) of Title 5 (“Business Licenses and Regulations”) of the Coachella Municipal Code to Amend and Update the City’s Regulations of Short-Term Vacation Rentals (Second Reading)

15. Investment Report – January 31, 2025
NEW BUSINESS CALENDAR (LEGISLATIVE AND ADMINISTRATIVE):

16. Adopt Resolution No. 2025-11 Setting the Amount of Short-Term Vacation Rental Permit Application Fees, Pursuant to Coachella Municipal Code Chapter 5.80

17. Consider and Provide Direction on Updates to Written Public Comment Procedures

18. Provide Direction and Approve One Appointment to the City’s Culture and Arts Commission PUBLIC HEARING CALENDAR (QUASI-JUDICIAL):

NONE
PUBLIC COMMENTS (NON-AGENDA ITEMS):

The public may address the City Council/Board/Corporation/ Authority on any item of interest to the public that is not on the agenda but is in the subject matter jurisdiction thereof. Please limit your comments to three (3) minutes.

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Agenda City Council Regular Meeting March 12, 2025

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REPORTS AND REQUESTS:

Council Comments/Report of Miscellaneous Committees.

City Manager’s Comments.

ADJOURNMENT:

Complete Agenda Packets are available for public inspection at the City Clerk’s Office at 53-462 Enterprise Way, Coachella, California, and on the City’s website www.coachella.org.

THIS MEETING IS ACCESSIBLE TO PERSONS WITH DISABILITIES

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WHEREAS, Diana Ramirez, is a first-generation daughter of immigrant parents from Sonora and Jalisco, Mexico and was raised in the City of Coachella; and WHEREAS, Diana, is the founder and CEO of OneReliant Insurance Agency, providing quality life and healthcare insurance services to individuals, families, and businesses with care and integrity; and WHEREAS, Diana’s passion for helping others and vision for a stronger Coachella has driven her to become actively involved in a wide range of community efforts, constantly dedicating her time, expertise, and energy to initiatives that improve the quality of life for residents; and WHEREAS, throughout Diana’s tenure on the Planning Commission, she has provided valuable input in Coachella’s future projects; such as, the Coachella Rail Station Feasibility Study and the Coachella Library Annex buildout among other projects and encourages the City to continue to be proactive in its growth; and
WHEREAS, Diana recognizes the amazing impact a resident can have on the Planning Commission by dedicating her time to fostering sustainable growth and development that enhances the City’s character and infrastructure; and
NOW THEREFORE, I, Steven A. Hernandez, Mayor and Council of the City of Coachella, by the power vested in me, do hereby recognize Diana Ramirez
and urge all citizens of the City of Coachella in joining me to commemorate their commitment to serving the community
IN WITNESS HEREOF, I have hereunto set my
hand and caused the official seal of the City of
Coachella, California to be affixed this 12th day of
March 2025.
______________________________________
Steven A. Hernandez, Mayor
City of Coachella, California

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Item 1.

WHEREAS, Jason Hernandez, a lifelong resident of the City of Coachella graduated from Coachella Valley High School; and
WHEREAS, Jason, has worked for White’s Steel, Imperial Irrigation District, City of Palo Alto, and the private sector primarily focused on his expertise in energy; and WHEREAS, Jason is active with the Apostolic Church and is married to Beatrice Barajas and enjoys spending time with family; and
WHEREAS, throughout Jason’s tenure on the Planning Commission as a Commissioner and Chair made decisions in the best interest of our community. He helped establish robust Landscape Maintenance Agreements for future City development and witnessed the remarkable journey of the Covalda Apartments, Pyramid Ranch, and the Fountainhead Commercial Center; and
WHEREAS, Jason has demonstrated commitment to ensuring the highest quality of new residential, commercial, and industrial development and first class quality of life for Coachella residents; and
NOW THEREFORE, I, Steven A. Hernandez, Mayor and Council of the City of Coachella, by the power vested in me, do hereby recognize Jason Hernandez
and urge all citizens of the City of Coachella in joining me to commemorate their commitment to serving the community
IN WITNESS HEREOF, I have hereunto set my
hand and caused the official seal of the City of
Coachella, California to be affixed this 12th day of
March 2025.
______________________________________
Steven A. Hernandez, Mayor
City of Coachella, California

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Item 1.

WHEREAS, Ruben Gonzalez, a lifelong resident of the City of Coachella and started his public service at a young age participating in boycott organizing efforts with Cesar E. Chavez and the farmworker movement; and
WHEREAS, Ruben, through public service work found his passion for planning and development, and collaborating to balance the need of residents, businesses and new development; and WHEREAS, Ruben enjoys dedicating his time to promoting cultural arts, youth development and gang prevention work in Coachella; and
WHEREAS, throughout Ruben’s eight-year tenure on the Planning Commission, each decision he made was in the best interest of our community. He personally witnessed the remarkable journey of the Covalda Apartments, Pyramid Ranch, Fountainhead commercial center among other projects and encourages the City to continue to be proactive in its growth; and
WHEREAS, Ruben recognized the amazing impact a resident can have on the Planning Commission and the ability to improve the building environment and quality of life for Coachella residents; and
NOW THEREFORE, I, Steven A. Hernandez, Mayor and Council of the City of Coachella, by the power vested in me, do hereby recognize Ruben Gonzalez
and urge all citizens of the City of Coachella in joining me to commemorate their commitment to serving the community
IN WITNESS HEREOF, I have hereunto set my
hand and caused the official seal of the City of
Coachella, California to be affixed this 12th day of
March 2025.
______________________________________
Steven A. Hernandez, Mayor
City of Coachella, California

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Item 1.

City of
Coachella
March 12, 2025
City Council Meeting
1

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Item 2.

US Economy
• What to expect in 2025
o Federal Funds Rate
• As of January 2025, the federal funds rate was in the range of 4.25%-4.5%.
o Economic Activity: Real Gross Domestic Product increased at a rate of 2.3% in the 4th qtr. 2024.
o U.S. inflation decelerated to 2.9% in January 2025 compared to

3.1% in January 2024
o Employment: The U.S. unemployment rate remained at historic lows in February 2025 at 4.0%. However, it is higher than March 2024 at 3.8%
2

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Item 2.

US Economy
• What to expect in 2025 (cont.)
o Housing
• In January 2025, the housing market in the Coachella
Valley was characterized by rising prices, increased
inventory and a 6.1 month supply of homes.
• Home sales Decreased in January 2025 by 4.9%
compared to December 2024, but they decreased by

1.2% in the last 12 months.
• Housing prices in the Coachella Valley experienced a
price increase of 2.3% (February 2024 to February
2025)
• Expectations for 2025.
• Existing Home sales increase by 13.5% (Source
NAR)
• New Home sales increase by 19% (Source: NAR)
3

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Item 2.

California Economy
• What to expect in 2025(cont.)
o Personal Income: U.S. personal income decreased by .6% in the 4th qtr. of 2024. Personal consumption and expenditures increased by .5%
o U.S. personal savings increased by .1% over the same quarter a year ago.
o As of February 2025, California’s overall economy is positioned to grow approx. 2.7% from 2024.
o Unemployment as of February 2025: 5.5% (5.3% in 2024) o Coachella unemployment was 10.7% in February 2025 compared to

9.4% in February 2024 4

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Item 2.
$$$$ The Numbers $$$$$
5

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Item 2.

Coachella FY 24-25 Mid-Year
Budget Update
6 $0
$5,000,000
$10,000,000
$15,000,000
$20,000,000
$25,000,000
$30,000,000
$35,000,000
$40,000,000
$45,000,000
General Fund Revenue and Expenditure 7 Year History
Revenues
Expenditures

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Item 2.

City of
Coachella
7

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Item 2.

Coachella FY 24/25 Mid-Year
Budget Update
8 $28,609,932
518,195
697,752
814,890
250,000 566,750
5,891,519
FY 2024-25 General Fund Major Sources Budget
Taxes
Licenses and Permits
Charges for Services
Intergovernmental
Fines and Forfeitures
Interest and Other Revenue
Transfers

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Item 2.

General Fund Projected Revenue 2024 – 2025
Mid-Year Budget
Coachella FY 24/25 Mid-Year
Budget Update
9 FY 2022-23
Actual
FY 2023-24
Actual
FY 2023-24
Actual
January
31st
FY 2024-25
Actual
January
31st
FY 2024-25
Approved
Budget
Taxes $ 27,540,901 $ 28,623,833 $ 10,192,988 $ 9,767,627 $ 28,609,932 Licenses and Permits 910,130 508,714 331,760 498,738 518,195 Charges for Services 978,465 767,553 395,768 329,375 697,752 Intergovernmental 1,473,217 1,095,594 275,394 172,172 814,890 Fines and Forfeitures 350,103 294,906 152,992 171,010 250,000 Interest and Other Revenue 813,992 1,820,293 276,991 688,363 566,750 Transfers 4,332,090 5,071,453 1,595,606 1,599,810 5,891,519 Total $ 36,398,897 $ 38,182,346 $ 13,221,499 $ 13,227,096 $ 37,349,038

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Item 2.
7 Year General Fund Tax Revenue History
Coachella FY 24/25 Mid-Year
Budget Update
10 -
5,000,000
10,000,000
15,000,000
20,000,000
25,000,000
30,000,000 Property Tax
Sales Tax
VLF Fees (Includes In Lieu of)
Property Transfer Tax
Business License tax
Construction Tax
Franchise Tax
Cannabis Tax
TOT
Measure U Sales Tax
Utility Users Tax

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Item 2.

City of
Coachella
11

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Item 2.

General Fund Expenditures by Department
Coachella FY 24/25 Mid-Year
Budget Update
12 Department Name
FY 2022-23
Actual
FY 2023-24
Actual
Actual
Expenses
as of
January 31,
2024
Actual
Expenses
as of
January 31,
2025
FY 2024-25
Approved
Budget
City Council $ 187,292 $ 206,905 $ 113,444 $ 151,021 $ 267,195 City Clerk 186,571 176,177 68,924 138,587 167,548
Admin - City Attorney 987,642 874,282 373,111 325,233 810,600 Admin - City Manager 422,186 319,412 188,462 180,081 305,999 Admin - Public Information Officer - 132,365 292 207,407 363,761 Admin - Human Resources 217,420 401,159 209,441 313,383 399,094 Admin - General Government 3,461,586 6,216,040 2,757,530 2,586,148 4,411,341 Economic Development Department 201,764 366,622 203,169 221,237 375,215 Economic Development - Grant Administration 141,619 72,893 40,589 52,220 100,613 Finance Department 943,290 742,614 423,480 452,797 1,405,070 Information Technology 932,130 1,107,342 488,108 926,781 1,040,051 Development Services - Administration 54 292,266 - 185,272 338,254 Development Services - Planning 905,524 557,280 508,202 296,787 1,121,026 Development Services - Building 383,620 649,219 280,983 303,260 625,866 Development Services - Code Enforcement 414,849 595,399 348,839 399,633 1,060,173 Development Services - AVA 323,735 361,295 214,220 126,821 264,265 Development Services - Graffiti 85,648 103,767 58,574 65,552 183,544 Development Services - Cannabis Compliance 30,277 103,576 59,129 60,416 186,956 Engineering Department 656,415 869,786 445,210 511,264 1,138,400 Engineering - Storm Drain 14,970 52,942 3,900 - 50,000
Public Works - Administration 344,615 360,579 149,272 279,983 458,150 Public Works - Streets Maintenance 1,834,758 1,391,567 1,077,921 1,275,352 2,044,029 Public Works - Parks Maintenance 2,032,834 2,562,915 1,465,987 1,135,098 2,437,824 Public Works - Building Maintenance 1,194,523 1,227,502 626,090 685,107 1,197,890 Public Works - Fleet Maintenance 642,633 701,115 346,363 469,594 813,745 Public Works - Recreation Programs 314,459 215,669 150,544 170,316 225,507 Public Works - Seniors Program 413,968 533,767 297,710 256,972 450,787 Public Safety - Police Services 10,409,530 10,660,268 3,775,104 3,959,147 11,268,079 Public Safety - Animal Control 474,040 453,106 234,742 283,177 514,500 Public Safety - Emergency Serivices (14,589) 84,165 24,165 41,812 80,000 Public Safety - Fire Services 1,751,018 1,450,526 1,270,024 1,621,464 3,242,928 Total $ 29,894,382 $ 33,842,522 $ 16,203,529 $ 17,681,925 $ 37,348,410

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Item 2.

General Fund Expenditures by Category
Coachella FY 24/25 Mid-Year
Budget Update
13 FY 2022-23
Actual
FY 2023-24
Actual
FY 2023-24
Final
Budget
FY 2023-24
Actual
January 31th
FY 2024-25
Actual
January 31th
FY 2024-25
Adopted
Budget
Salaries and benefits $ 6,768,316 $ 7,218,647 $ 8,304,070 $ 4,377,398 $ 5,055,293 $ 9,919,729 Donations/Contributions/Events 787,226 838,572 997,000 458,114 802,608 579,000 Administrative expenses 10,678 10,058 17,500 9,763 13,591 15,500 Legal services 1,021,453 1,030,051 772,000 426,684 346,460 810,600 Other professional fees 3,356,508 3,731,917 4,066,424 2,084,825 1,975,382 4,039,839 Public safety 12,154,941 12,120,133 13,361,489 5,039,714 5,591,230 14,513,007 Repairs and maintenance 409,887 339,159 425,050 160,610 145,882 356,158 Equipment rental 307,015 376,001 447,000 226,771 323,344 464,108 Insurance expense 925,357 973,403 1,091,700 712,075 959,489 1,743,130 Communication expense 206,179 187,714 259,295 96,199 117,372 173,465 Advertising expense 135,665 215,244 100,150 115,811 219,031 179,200 Meetings, conferences and travel 139,278 211,735 176,506 115,604 75,189 196,802 Supplies 782,907 800,352 730,700 424,506 441,206 729,600 Minor equipment 108,536 124,607 90,218 85,102 81,310 146,050 Computer software 227,673 229,285 245,099 173,148 397,179 413,148 Energy charges 899,949 1,049,364 852,000 539,545 504,523 909,500 Books and periodicals 3,684 408 6,035 14 5,203 7,300
Dues and subscriptions 136,541 177,833 247,831 97,207 206,314 97,921 Machinery and equipment 250,031 1,692,061 274,879 909,639 95,264 15,000 Miscellaneous expenses 229,204 249,719 331,550 150,799 326,054 362,250 Transfers - allocations 12,094 1,103,126 3,129,294 - - 110,000 Transfers - Debt Service 1,021,261 1,163,134 1,764,148 - - 1,567,103 TOTAL $ 29,894,382 $ 33,842,522 $ 37,689,938 $ 16,203,529 $ 17,681,925 $ 37,348,410

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Item 2.

General Fund – Fund Balance
Coachella FY 24/25 Mid-Year
Budget Update
14 Fiscal Year Projected
7/1/2024 2024-25 6/30/2025
Fund Balance Changes Fund Balance
Fund Balance:

Nonexpendable $ 10,658,680 $ - $ 10,658,680
Committed 8,424,192 912,910 9,337,102
Assigned 11,769,131 4,951,728 16,720,859
Unassinged 13,497,680 (5,864,638) 7,633,042
Total Fund Balance $ 44,349,683 $ - $ 44,349,683
General Fund - Fund Balance

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Item 2.

Approved budget Adjustments FY 2024-25
Coachella FY 24/25 Mid-Year
Budget Update
15

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Item 2.

City of
Coachella
16

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Item 2.

Water Authority Projected Revenue
2024 – 2025
Mid-Year Budget
Coachella FY 24/25 Mid-Year
Budget Update
17 Revenues
FY 2022-23
Actual
FY 2023-24
Actual
Actual
Revenues
as of
Jan 31, 2024
Actual
Revenues
as of
Jan 31, 2025
FY 2024-25
Approved
Budget
Utility Service $ 6,238,825 $ 6,595,290 $ 3,942,872 $ 4,220,325 $ 6,900,000 Connection Fees $ 939,437 $ 370,493 $ 340,311 $ 931,850 $ 985,375 Interest Income $ (143,757) $ 783,423 $ 99,510 $ 126,220 $ 25,000 Ground Water Replenishment $ 439,173 $ 513,184 $ 310,124 $ 339,267 $ 550,000 Other Charges $ 51,030 $ 79,994 $ 48,773 $ 42,239 $ 55,000 Other Revenue $ 103,892 $ 34,448 $ 14,174 $ 11,715 $ 723,028 Grants $ 210,465 $ 833,025 $ 213,722 $ 103,939 $ 3,282,000 Total $ 7,839,065 $ 9,209,856 $ 4,969,485 $ 5,775,554 $ 12,520,403

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Item 2.

Water Authority Expenditures by Category
Coachella FY 24/25 Mid-Year
Budget Update
18 FY 2022-23
Actual
FY 2023-24
Actual
Actual
Expenses
as of
January 31,
2024
Actual
Expenses
as of
January 31,
2025
FY 2024-25
Adopted
Budget
Salaries and Benefits $ 2,088,118 $ 2,456,904 $ 1,427,315 $ 1,404,563 $ 2,799,036 Administrative Expenses 55,463 33,667 979 456 33,000
Other Professional Fees 553,763 538,936 236,559 390,598 690,020 Repairs and Maintenance 641,750 498,459 149,538 349,205 327,000 Communication Expense 38,108 38,789 4,926 7,974 42,000
Meetings, Conferences and Travel 1,813 9,569 9,408 - 10,000 Supplies 242,340 298,517 148,237 192,466 315,000
Energy Charges 1,070,673 1,257,383 590,520 637,681 1,200,000 Dues and Subscriptions 57,481 26,319 20,564 14,639 55,000 Minor Equipment 14,237 565 565 1,273 5,000
Computer Software 4,992 4,992 4,992 - 10,000
Debt Service - Interest 553,388 482,454 871,930 - 1,185,960 Lease expense 316,171 316,171 - - 316,171
TOTAL $ 5,638,647 $ 5,963,818 $ 3,466,627 $ 2,998,854 $ 6,990,187 Transfers and Allocations 3,023,843 1,775,422 693,811 533,288 1,929,328 Depreciation and Amortization 1,100,890 1,164,488 - - 1,200,000 Capital Expenses 43,609 58,428 134,257 1,939,555 4,855,028 TOTAL $ 4,168,342 $ 2,998,337 $ 828,068 $ 2,472,843 $ 7,984,356 TOTAL $ 9,806,990 $ 8,962,156 $ 4,294,695 $ 5,471,698 $ 14,974,543

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Item 2.

Coachella FY 24/25 Mid-Year
Budget Update
Proprietary Funds Projected Fund Balance
19 Coachella Water Authority
Fund Balance on July 01, 2024
Restricted $ 11,947,449 (1)
Unrestricted 1,364,573 (1)
Total Fund Balance on July 01, 2024 13,312,022
Plus: Current Fiscal Year Estimated Revenues 12,520,403 (2) Less: Current Fiscal Year Budgeted Expenditures 9,056,014 (3) Projected Fund Balance on June 30, 2025
Restricted 11,947,449 (1)
Unrestricted 4,828,962 (1)
Total Projected Fund Balance on June 30, 2025 $ 16,776,411 Increase (Decrease) $ 3,464,389
(1) Does not include Capital Assets, Accumulated Depreciation or Related Debt (2) Includes Connection Fees Fund 177
(3) Does not include Debt Service - Principal or capital item & interfund transfers. Page 26 Item 2.

Sanitary District Projected Revenue
2024 – 2025 Mid-Year Budget
Coachella FY 24/25 Mid-Year
Budget Update
20 Revenues
FY 2022-23
Actual
FY 2023-24
Actual
Actual
Revenues
as of
Jan 31, 2024
Actual
Revenues
as of
Jan 31, 2025
FY 2024-25
Approved
Budget
Property Taxes $ 197,251 $ 232,753 $ 80,612 $ 92,405 $ 184,000 Service Charges 7,004,069 7,612,716 4,100,079 4,500,788 7,100,000 Connection Fees 1,203,153 401,676 377,412 622,156 1,125,454 Interest Income (62,880) 342,780 33,880 70,646 45,000
Other Revenue 1,240 3,247 - 67 -
Total $ 8,342,834 $ 8,593,172 $ 4,591,983 $ 5,286,061 $ 8,454,454

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Item 2.

Sanitary District Expenditures by Category
Coachella FY 24/25 Mid-Year
Budget Update
21 FY 2022-23
Actual
FY 2023-24
Actual
Actual
Expenses
as of
January 31,
2024
Actual
Expenses
as of
January 31,
2025
FY 2024-25
Adopted
Budget
Salaries and benefits $ 4,674,019 $ 3,252,055 $ 1,423,813 $ 1,408,611 $ 2,903,439 Administrative expenses 125,420 95,235 90,904 97,448 95,000 Other professional fees 472,114 530,934 267,993 314,861 701,996 Repairs and maintenance 107,543 126,787 78,904 49,783 192,000 Rental of equipment and vehicles 17,110 38,706 23,355 23,769 60,000 Communication expense 11,392 8,881 4,876 8,007 10,000
Meetings, conferences and travel 1,431 8,196 8,087 2,569 10,000 Supplies 196,752 218,410 117,328 121,314 218,000
Energy charges 735,654 925,214 463,773 409,647 820,000
Dues and subscriptions 33,259 20,942 19,017 12,534 28,500 Machinery and equipment - - 13,600 - 40,000
Minor equipment & furniture 12,702 565 565 1,264 10,000 Computer Software 4,992 4,992 4,992 1,000 5,000
Miscellaneous expenses 12,841 6,133 - - -
Transfers and allocations 798,920 1,123,407 561,704 571,426 1,142,853 Debt Service - Interest 591,434 586,698 561,785 284,637 2,868,893 TOTAL $ 7,795,583 $ 6,958,734 $ 3,641,513 $ 3,315,253 $ 9,150,681

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Item 2.

Coachella FY 24/25 Mid-Year
Budget Update
Proprietary Funds Projected Fund Balance
22 Coachella Sanitary District
Fund Balance on July 01, 2024
Restricted $ 1,384,430 (1)
Unrestricted 4,985,372 (1)
Total Fund Balance on July 01, 2024 $ 6,369,802
Plus: Current Fiscal Year Estimated Revenues 8,454,454 (2) Less: Current Fiscal Year Budgeted Expenditures 9,277,658 (3) Projected Fund Balance on June 30, 2025
Restricted 1,384,430 (1)
Unrestricted 4,162,167 (1)
Total Projected Fund Balance on June 30, 2025 $ 5,546,597 Increase (Decrease) $ (823,205)
(1) Does not include Capital Assets, Accumulated Depreciation or Related Debt (2) Includes Connection Fees Fund 360, excludes interfund transfers (3) Does not include Debt Service - Principal or capital item. & interfund transfers

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Item 2.

Coachella FY 24/25 Mid-Year
Budget Update
Fire Department - Revenues
23 Revenues
FY 2022-23
Actual
FY 2023-24
Actual
Actual
Expenses
as of
January 31, 2024
Actual
Revenues
as of
Jan 31, 2025
FY 2024-25
Approved
Budget
Taxes $ 1,091,264 $ 1,251,234 $ 1,251,234 $ 574,727 $ 945,000 Intergovernmental 67,669 49,061 49,061 592 3,000
Fines and Forfeitures 5,209 8,143 8,143 5,893 2,000
Interest and Other Revenue 78,100 77,753 77,753 39,462 40,000 Transfers 2,618,389 2,578,730 2,578,730 2,243,700 4,406,227 Total $ 3,860,631 $ 3,964,922 $ 3,964,922 $ 2,864,374 $ 5,396,227

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Item 2.

Coachella FY 24/25 Mid-Year
Budget Update
Fire Department - Expenditures
24 Expenses
FY 2022-23
Actual
FY 2023-24
Actual
Actual
Expenses
as of
January 31, 2024
Actual
Expenses
as of
Jan 31, 2025
FY 2024-25
Approved
Budget
Admnistrative expenses 373,055 596,251 304,340 363,959 720,277 Books and periodicals 16 - - - -
Energy Charges - 614 - 2,183 -
Machinery and equipment - 8,212 - - -
Professional/contract services 3,481,072 3,686,708 885,696 1,081,704 5,017,261 Repairs and maintenance 9,053 23,759 21,098 1,182 25,000 Supplies 597 4,525 731 500 5,000
Total $ 3,863,794 $ 4,320,067 $ 1,211,865 $ 1,449,528 $ 5,767,538

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Item 2.

City of
Coachella

BUDGET CALENDAR
FISCAL YEAR 2025-26 (continued)
25 Distribute 2025-26 Budget Worksheets March 3
Review of Revenue Estimates March 13
Budget Worksheets Due to Finance March 27
Budget Workshop with Department Staff & Budget Committee April 7-10 Complete First Draft of 2025-26 Budget April 17
Review of first Draft by Budget Committee with Departments April 21-24 Complete Second Draft of 2025-26 Budget April 30
Review of Revenues Estimates May 1
Review of Second Draft by Budget Committee with Departments May 6 Distribute Budget Package to Council May 7
Budget Study Session May 14
Budget Study Session (If Necessary) May 21
Public Hearing & Adopt 2025-26 Budget May 28
Public Hearing & Adopt 2025-26Budget (If Continued) June 11 FISCAL YEAR 2025-26

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City of
Coachella
26

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Item 2.

City Hall Council Chamber
1515 Sixth Street, Coachella, California
(760) 398-3502  www.coachella.org

MINUTES

CITY COUNCIL CLOSED SESSION AND

REGULAR MEETING

OF THE CITY OF COACHELLA

THE COUNCIL SITTING AS THE COACHELLA SANITARY DISTRICT,

COACHELLA FIRE PROTECTION DISTRICT, COACHELLA FINANCING AUTHORITY,

COACHELLA EDUCATIONAL AND GOVERNMENTAL ACCESS CABLE CHANNEL CORPORATION,

COACHELLA WATER AUTHORITY, SUCCESSOR AGENCY TO THE COACHELLA REDEVELOPMENT AGENCY

AND COACHELLA PARKS AND RECREATION FOUNDATION
February 26, 2025
5:00 PM – CLOSED SESSION
6:00 PM – REGULAR MEETING
In-Person Meeting
Location:

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Item 3.

Minutes City Council Closed Session and Regular Meeting February 26, 2025

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CALL TO ORDER: - 5:00 P.M.

Mayor Hernandez called the City Council Closed Session and Regular Meeting of the City of Coachella to order at 5:02 p.m.

ROLL CALL:

Present: Councilmember Dr. Figueroa, Councilmember Virgen, Mayor Pro Tem Delgado, and Mayor Hernandez
City Clerk
City Treasurer

Absent: Councilmember Perez
APPROVAL OF AGENDA:
“At this time the Council/ Board/Corporation/Authority may announce any items being pulled from the Agenda or continued to another date or request the moving of an item on the agenda” The Interim City Manager requested to remove item #21. Staff will bring it back in May.

Motion: To approve the agenda with the modification.

Made by: Mayor Hernandez
Seconded by: Councilmember Virgen
Approved: 3-0, Unanimous roll call vote:

AYES: Councilmember Dr. Figueroa, Councilmember Virgen, and Mayor Hernandez NOES: None
ABSTAIN: None
ABSENT: Councilmember Perez and Mayor Pro Tem Delgado
Mayor Pro Tem Delgado arrived at 5:11 p.m.

PUBLIC COMMENTS (CLOSED SESSION ITEMS):

None
Mayor Pro Tem Delgado arrived at 5:11 p.m.

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Item 3.

Minutes City Council Closed Session and Regular Meeting February 26, 2025

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ADJOURN TO CLOSED SESSION:

1. CONFERENCE WITH REAL PROPERTY NEGOTIATORS
Property: APN 763-330-018
Agency Negotiator(s): Castulo Estrada, Utilities Director Negotiating Parties: Empire Airport LLC, Owner
Under Negotiation: Price and Terms of Payment for a 44,981 sq. ft. Five-Year Temporary Construction Easement

2. CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION Significant Exposure to Litigation Pursuant to Government Code Section 54956.9(d)(2)/(e)(1) One (1) Potential Case
RECONVENE REGULAR MEETING: - 6:00 P.M.

The City Council reconvened into open session at 6:02 p.m.

PLEDGE OF ALLEGIANCE:

The City Attorney led the Pledge of Allegiance.

CLOSED SESSION ANNOUNCEMENTS:

No reportable action taken.

PROCLAMATIONS/PRESENTATIONS/DIRECTION:

3. Proclamation Recognizing March 2025 as Bleeding Disorders Awareness Month

4. 9th Street Park Improvements by Chelsea Investment Corporation

5. Coachella Rail Station Feasibility Study Update and Station Evaluation Results

6. Soccer Sports League Request For Proposals Update
Public Comment:

1. Juan Alvarado

2. Manuel Hurtado

3. Claudia Lua Alvarado

4. Rosalio Avila

7. Community Based Grant Program Presentation
Councilmember Virgen stepped away at 7:22 p.m. returned at 7:24 p.m.

Written Communications:

1. Anny Moss

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Item 3.

Minutes City Council Closed Session and Regular Meeting February 26, 2025

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WRITTEN COMMUNICATIONS:

1. Anny Moss
CONSENT CALENDAR:
(IT IS RECOMMENDED THAT CONSENT ITEMS BE ACTED UPON SIMULTANEOUSLY UNLESS SEPARATE DISCUSSION AND/OR ACTION IS REQUESTED BY A COUNCIL MEMBER.)

8. Regular Meeting Minutes of February 12, 2025, of the City of Coachella, Coachella Sanitary District, Coachella Fire Protection District, Coachella Financing Authority, Coachella Educational and Governmental Access Cable Corporation, Coachella Water Authority, Successor Agency to the Coachella Redevelopment Agency and Coachella Parks and Recreation

9. Investment Report – November 30, 2024 and December 31, 2024

10. Voucher Listing- EFT's/Utility Billing Refunds/FY 2024-25 Expenditures as of February 26, 2025, $1,126,574.85.

11. Authorize the City Manager to Execute Amendment No. 1 to the Professional Services Agreement with Albert A. Webb Associates for an Amount of $174,490 to Provide Design Services for Rancho Las Flores Park Expansion – City Project P-31

12. Authorize the City Manager to Execute Amendment No. 4 to the Professional Services Agreement with KOA Corporation, Inc. for an Amount of $47,657 to Provide Grant Writing Services for the Improvements of Avenue 50 from Calhoun Street to Cesar Chavez Street – City Project ST-93

13. Utility Relocation and Reimbursement Agreement with Imperial Irrigation District (IID) to relocate IID facilities as a result of the Construction of a new Bridge over Whitewater Channel at Avenue 50, City Project ST-69.

14. Service Agreement between the County of Riverside and the City of Coachella for the 54th Avenue Slurry Seal Improvements, City Project ST-128.

15. Authorize a Community-Based Grant to the Theresa A. Mike Foundation in the Amount of $1,000 to Support its College Scholarship Program

16. Authorize a Community-Based Grant to the Friends of the Children – Coachella Valley in the Amount of $1,000 to Support its Youth Program for Meals

17. Adopt Resolution No. 2025-09 Authorizing the City Manager to Execute a Transformative Climate Communities (TCC) Sub-Recipient Agreement Between the City of Coachella and the Coachella Prospera Partners Listed in the Executed TCC Grant Agreement Dated February 10, 2025

18. Ordinance No. 1220 (Second Reading) Zoning Ordinance Amendment No. 24-02 – Streamline Code Amendments - Phase 2 to amend Coachella Municipal Code Title 17 regarding zoning district permitted uses, development standards and development review process in the City. City-Initiated.

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Minutes City Council Closed Session and Regular Meeting February 26, 2025

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Motion: To approve the Consent Calendar
Made by: Mayor Hernandez
Seconded by: Councilmember Virgen
Approved: 4-0:

AYES: Councilmember Dr. Figueroa, Councilmember Virgen, Mayor Pro Tem Delgado, and Mayor Hernandez
NOES: None
ABSTAIN: Councilmember Dr. Figueroa as to item 16
ABSENT: Councilmember Perez
Public Comments were moved up to this portion of the meeting being after the 8:00 p.m. hour.

None
The Council took a short recess at 8:00 p.m. and returned at 8:05 p.m.

NEW BUSINESS CALENDAR (LEGISLATIVE AND ADMINISTRATIVE):

19. Provide direction and approve appointments to the City’s Coachella Planning Commission, Parks and Recreation Commission and Culture and Arts Commission.

Appointments of Alyssa Marie Torres, Alma Fregoso, Armando Lerma, and Oralia Ortiz to the City’s Coachella Culture and Arts Commission was approved by a 4-0 roll call vote.

AYES: Councilmember Dr. Figueroa, Councilmember Virgen, Mayor Pro Tem Delgado, and Mayor Hernandez
NOES: None
ABSTAIN: None
ABSENT: Councilmember Perez
Motion: To approve appointments of Victor Alcantara, Rosalio Avila, and Jesus Nunez to the City’s Coachella Parks and Recreation Commission
Made by: Mayor Hernandez
Seconded by: Councilmember Dr. Figueroa
Approved: 4-0: Unanimous roll call vote:

AYES: Councilmember Dr. Figueroa, Councilmember Virgen, Mayor Pro Tem Delgado, and Mayor Hernandez
NOES: None
ABSTAIN: None
ABSENT: Councilmember Perez

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Minutes City Council Closed Session and Regular Meeting February 26, 2025

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Motion: To approve appointments of Oscar Fonseca, Eva Lara, Margarita Lopez, and Robert Caballero as an alternate to the City’s Coachella Planning Commission Made by: Mayor Hernandez
Seconded by: Councilmember Dr. Figueroa
Approved: 4-0: Unanimous roll call vote:

AYES: Councilmember Dr. Figueroa, Councilmember Virgen, Mayor Pro Tem Delgado, and Mayor Hernandez
NOES: None
ABSTAIN: None
ABSENT: Councilmember Perez

20. Mayor's Appointments to Various Council Subcommittees, Coachella Valley Association of Government (CVAG) Committees, Other Agencies, etc.

Motion: To approve Mayor's Appointments with modifications as noted Made by: Councilmember Dr. Figueroa
Seconded by: Mayor Pro Tem Delgado
Approved: 4-0: Unanimous roll call vote:

AYES: Councilmember Dr. Figueroa, Councilmember Virgen, Mayor Pro Tem Delgado, and Mayor Hernandez
NOES: None
ABSTAIN: None
ABSENT: Councilmember Perez

21. Authorize the Façade Improvement Grant Program Award Recommendations in the Amount of $553,000 and Authorize the City Manager to Execute Grant Agreements with Property Owners Participating in the Program
The Interim City Manager requested to remove item #21. Staff will bring it back in May.

22. Adopt Urgency Ordinance No. 1221 Amending Chapter 5.80 ("Regulation of Short-Term Vacation Rentals") of Title 5 ("Business Licenses and Regulations") of the Coachella Municipal Code to Amend and Update the City's Regulations of Short-Term Vacation Rentals, and Declaring the Urgency Thereof and Introduce Ordinance No. 1222 Amending Chapter 5.80 ("Regulation of Short-Term Vacation Rentals") of Title 5 ("Business Licenses and Regulations") of the Coachella Municipal Code to Amend and Update the City's Regulations of Short-Term Vacation Rentals Motion: Adopt Urgency Ordinance No. 1221 Amending Chapter 5.80 ("Regulation of Short-Term Vacation Rentals") of Title 5 ("Business Licenses and Regulations") of the Coachella Municipal Code to Amend and Update the City's Regulations of Short-Term Vacation Rentals, and Declaring the Urgency Thereof and Introduce Ordinance No. 1222 Amending Chapter 5.80 ("Regulation of Short-Term Vacation Rentals") of Title 5 ("Business Licenses and Regulations")

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Minutes City Council Closed Session and Regular Meeting February 26, 2025

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of the Coachella Municipal Code to Amend and Update the City's Regulations of Short-Term Vacation Rentals
Made by: Councilmember Dr. Figueroa
Seconded by: Councilmember Virgen
Approved: 4-0: Unanimous roll call vote:

AYES: Councilmember Dr. Figueroa, Councilmember Virgen, Mayor Pro Tem Delgado, and Mayor Hernandez
NOES: None
ABSTAIN: None
ABSENT: Councilmember Perez
Public Comment:

1. Jose A.

23. Authorize the City Manager to Submit an Application to the Department of Parks and Recreation Office of Grants and Local Services for the Outdoor Recreation Legacy Partnership (ORLP) Grant Program in the Amount Not-to-Exceed Fifteen Million ($15,000,000) Dollars to Supplement the Rancho Las Flores Park Project
Motion: Authorize the City Manager to Submit an Application to the Department of Parks and Recreation Office of Grants and Local Services for the Outdoor Recreation Legacy Partnership (ORLP) Grant Program in the Amount Not-to-Exceed Fifteen Million ($15,000,000) Dollars to Supplement the Rancho Las Flores Park Project
Made by: Councilmember Dr. Figueroa
Seconded by: Councilmember Virgen
Approved: 4-0: Unanimous roll call vote:

AYES: Councilmember Dr. Figueroa, Councilmember Virgen, Mayor Pro Tem Delgado, and Mayor Hernandez
NOES: None
ABSTAIN: None
ABSENT: Councilmember Perez
PUBLIC HEARING CALENDAR (QUASI-JUDICIAL):

NONE
PUBLIC COMMENTS (NON-AGENDA ITEMS):

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Minutes City Council Closed Session and Regular Meeting February 26, 2025

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With the time being after the 8:00 p.m. hour and per Resolution No. 2019-34, Public Comments were moved up after Consent Calendar (see page 5). There were no further comments at this time.

REPORTS AND REQUESTS:

Council Comments/Report of Miscellaneous Committees.

City Manager’s Comments.

ADJOURNMENT:

There being no further business to come before the City Council and the Agencies, Mayor Pro Tem Delgado adjourned the meeting at 9:42 p.m.

_____________________
Angela Zepeda
City Clerk

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STAFF REPORT
3/12/2025
TO: Honorable Mayor and City Council Members
FROM: Andrew Simmons, P.E., City Engineer
SUBJECT: Purchase and sale agreement and certificate of compliance for the acquisition of real property (APN 778-170-005) for the Bridge over Whitewater Channel at Avenue 50, City Project ST-69
STAFF RECOMMENDATION:

Authorize the City Manager and City Engineer to execute the purchase and sale agreement and certificate of compliance for the acquisition of real property (APN 778-170-005) for the Bridge over Whitewater Channel at Avenue 50, City Project ST-69.

BACKGROUND:

The Avenue 50 Bridge Project improvements include realignment and widening of Avenue 50 from the existing two-lane roadway to a six-lane major arterial, and realignment of Tyler Street.

The project will also improve public safety and mobility by constructing a new bridge spanning over the Whitewater Channel, replacing the existing low water crossing and eliminating floodrelated hazards during inclement weather events.

DISCUSSION/ANALYSIS:

The land in question is located along the frontage of the residential property 85701 Avenue 50 (APN 778-170-005). City staff has negotiated with the owner and have come to an agreement for the portion needed for the Avenue 50 Bridge. The agreement for acquisition of real property includes the purchase of approximately 4,683 square feet of permanent easement and 2,230 square feet of temporary construction easement. The total cost of this acquisition is estimated to be $42,000.

FISCAL IMPACT:

No fiscal impact or additional appropriations needed. The cost associated with the acquisition is included in the FY 24/25 CIP budget for the Avenue 50 Bridge Project, ST-69. The total estimated cost for the property and easement acquisitions is $ 42,000. The agreement will be covered by HBP funds ($9,588.60), CVAG ($24,308.55) and SB1 Fund 109 ($8,102.85).

ATTACHMENTS:

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1. Agreement for acquisition of real property

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STAFF REPORT
3/12/2025
TO: Honorable Mayor and City Council Members
FROM: Andrew Simmons, P.E., City Engineer
SUBJECT: Purchase and sale agreement and certificate of compliance for the acquisition of real property (APN 778-170-009) for the Bridge over Whitewater Channel at Avenue 50, City Project ST-69.

STAFF RECOMMENDATION:

Authorize the City Manager and City Engineer to execute the purchase and sale agreement and certificate of compliance for the acquisition of real property (APN 778-170-009) for the Bridge over Whitewater Channel at Avenue 50, City Project ST-69.

BACKGROUND:

The Avenue 50 Bridge Project improvements include realignment and widening of Avenue 50 from the existing two-lane roadway to a six-lane major arterial, and realignment of Tyler Street.

DISCUSSION/ANALYSIS:

The land in question is located along the frontage of the residential property 85751 Avenue 50 (APN 778-170-009). City staff has negotiated with the owner and have come to an agreement for the portion needed for the Avenue 50 Bridge. The agreement for acquisition of real property includes the purchase of approximately 19,540 square feet of permanent easement and 2,330 square feet of temporary construction easement. The total cost of this acquisition is estimated to be $171,000.00.

FISCAL IMPACT:

No fiscal impact or additional appropriations needed. The cost associated with the acquisition is included in the FY 24/25 CIP budget for the Avenue 50 Bridge Project, ST-69. The total estimated cost for the property and easement acquisitions is $ 171,000. The agreement will be covered by HBP funds ($39,039.30), CVAG ($98,970.53) and SB1 Fund 109 ($32,990.17).

ATTACHMENTS:

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1. Agreement for acquisition of real property

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STAFF REPORT
3/12/2025
TO: Honorable Mayor and City Council Members
FROM: Andrew Simmons, P.E., City Engineer
SUBJECT: Purchase and sale agreement and certificate of compliance for the acquisition of real property (APN 778-180-004, 778-170-011, 778-170-012) for the Bridge over Whitewater Channel at Avenue 50, City Project ST-69.

STAFF RECOMMENDATION:

Authorize the City Manager and City Engineer to execute purchase and sale agreement and certificate of compliance for the acquisition of real property (APN 778-180-004, 778-170-011, 778-170-012) for the Bridge over Whitewater Channel at Avenue 50, City Project ST-69.

BACKGROUND:

The Avenue 50 Bridge Project improvements include realignment and widening of Avenue 50 from the existing two-lane roadway to a six-lane major arterial, and realignment of Tyler Street.

DISCUSSION/ANALYSIS:

The land in question spans across three parcels in agricultural land located on Avenue 50/Tyler Street as shown in the attached agreement, (APN 778-180-004, 778-170-011, 778-170-012). City staff has negotiated with the owner and have come to an agreement for the portion needed for the Avenue 50 Bridge. The agreement for acquisition of real property includes the purchase of approximately 217,812 square feet of permanent easement and 30,069 square feet of temporary construction easement for APNs 778-180-004 and 778-170-011. The agreement for acquisition of real property includes the purchase of approximately 53,873 square feet of permanent easement and 215,389 square feet of temporary construction easement for APN 778-170-012. The total cost of this acquisition is estimated to be $1,400,000.00.

FISCAL IMPACT:

No fiscal impact or additional appropriations needed. The cost associated with the acquisition is included in the FY 24/25 CIP budget for the Avenue 50 Bridge Project, ST-69. The total estimated cost for the property and easement acquisitions is $ 1,400,000. The agreement will be covered by HBP funds ($319,620), CVAG ($810,285) and SB1 Fund 109 ($270,095).

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ATTACHMENTS:

1. Agreement for acquisition of real property

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Project Name : City of Coachella SR 86/ Avenue 50 New Interchange __________ ___________ Federal Project No.: BR NBIL 536 Seller's Initials Buyer's Initials Parcel Nos. : CVlS, CV16 & CV18
APNs: 778-170-011, 778-180-004 and 778-170-012

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EXHIBIT “A”
Legal Description Parcel Nos. CV-15, CV-16 & CV-18

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EXHIBIT 'A'

LEGAL DESCRIPTION
PARCEL 'A':

RECORDS OF THE RIVERSIDE COUNTY RECORDER'S OFFICE, AND LOCATED IN THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SAN BERNARDINO MERIDIAN, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A POINT IN THE WEST LINE OF SAID LOT 1 AT 30.00 FEET SOUTH OF (AS MEASURED AT RIGHT ANGLE) THE NORTH LINE OF SAID SECTION 5; THENCE ALONG SAID WEST LINE OF SAID LOT 1, SOUTH 00°
05'05" EAST A DISTANCE OF

26.64 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINING ALONG SAID WEST LINE, SOUTH 00°
05'05" EAST A DISTANCE OF 101.57

FEET TO ITS INTERSECTION WITH A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,403.00 FEET, A RADIAL LINE TO SAID INTERSECTION BEARS NORTH 22° 57'00"
EAST, SAID INTERSECTION ALSO BEING POINT 'A' HERINAFTER REFERRED TO; THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 221.76 FEET THROUGH A CENTRAL ANGLE OF 09°
03'22" TO THE BEGINNING OF A NON-TANGENT LINE, A RADIAL LINE TO SAID CURVE BEARS NORTH 32°
00'22" EAST;
THENCE ALONG SAID NON-TANGENT LINE, SOUTH 50°12'08" EAST A DISTANCE OF 172.65

FEET TO BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1,530.00 FEET, A RADIAL LINE TO SAID CURVE BEARS SOUTH 25°
35'12" WEST;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 220.17 FEET THROUGH A CENTRAL ANGLE OF 08°
14'42" TO THE BEGINNING OF A NON-TANGENT LINE, A RADIAL LINE TO SAID CURVE BEARS SOUTH 17°
20'31" WEST;
THENCE ALONG SAID NON-TANGENT LINE, SOUTH 35°11'23" EAST A DISTANCE OF 30.28

FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 604.00 FEET, A RADIAL LINE TO SAID CURVE BEARS NORTH 88° 46'38"
WEST;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 297.03 FEET THROUGH A CENTRAL ANGLE OF 28°
10'37" TO ITS INTERSECTION WITH A RADIAL LINE TO SAID CURVE HAVING A BEARING OF SOUTH 63°
02'46" WEST;
THENCE NORTH 63°02'46" EAST ALONG SAID RADIAL LINE, A DISTANCE OF 64.00 FEET TO

ITS INTERSECTION WITH A CONCENTRIC CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 540.00 FEET, SAID INTERSECTION ALSO BEING POINT 'B' HEREINAFTER REFERRED TO;
THENCE SOUTHEASTERLY ALONG SAID CONCENTRIC CURVE AN ARC LENGTH OF 285.46 FEET THROUGH A CENTRAL ANGLE OF 30°
17'18" TO THE BEGINNING OF A TANGENT

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Item 7.

EXHIBIT"A"

LEGAL DESCRIPTION
REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,100.00 FEET, A RADIAL LINE TO SAID BEGINNING BEARS NORTH 32°
45'28" EAST;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 607.78 FEET THROUGH A CENTRAL ANGLE OF 31 °
39'28" TO ITS INTERSECTION WITH THE SOUTH LINE OF SAID LOT 1, A RADIAL LINE TO SAID INTERSECTION BEARS OF NORTH 64° 24'55" EAST;
THENCE NORTH 89°
54'50" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 57.32 FEET TO

ITS INTERSECTION WITH A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,152.00 FEET, A RADIAL LINE TO SAID INTERSECTION BEARS NORTH 65°
38'34" EAST, SAID INTERSECTION ALSO BEING POINT 'C' HERINAFTER REFERRED TO; THENCE NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 661.19 FEET THROUGH A CENTRAL ANGLE OF 32°
53'06" TO THE BEGINNING OF A TANGENT REVERSE
CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 488.00 FEET, A RADIAL LINE TO SAID BEGINNING BEARS SOUTH 32°
45'28" WEST;
THENCE NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 245.36 FEET THROUGH A CENTRAL ANGLE OF 28°
48'27" TO ITS INTERSECTION WITH A RADIAL LINE TO
SAID CURVE HAVING A BEARING OF SOUTH 61 °
33'55" WEST;
THENCE NORTH 61°
33'55" EAST ALONG SAID RADIAL LINE, A DISTANCE OF 12.00 FEET TO

ITS INTERSECTION WITH A CONCENTRIC CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 476.00 FEET;
THENCE NORTHWESTERLY ALONG SAID CONCENTRIC CURVE AN ARC LENGTH OF 205.69 FEET THROUGH A CENTRAL ANGLE OF 24°
45'31" TO THE BEGINNING OF A NON-TANGENT
LINE, A RADIAL LINE TO SAID BEGINNING BEARS NORTH 86°
19'26" EAST;
THENCE NORTH 49°
08'40" EAST A DISTANCE OF 12.25 FEET THE BEGINNING OF A NONTANGENT CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1,550.00 FEET, A RADIAL LINE TO SAID CURVE BEARS SOUTH 11 °
10'42" WEST;
THENCE SOUTHEASTERLY ALONG SAID CURVE, AN ARC LENGTH OF 251.99 FEET THROUGH A CENTRAL ANGLE OF 09°
18'54" TO ITS INTERSECTION WITH THE
SOUTHWESTERLY LINE OF TYLER STREET, AS DESCRIBED IN DEED RECORDED MARCH 1, 1961 AS INSTRUMENT NO. 17583, OFFICIAL RECORDS, A RADIAL LINE TO SAID INTERSECTION BEARS SOUTH 01 °51 '48" WEST;
THENCE ALONG SAID SOUTHWESTERLY LINE, NORTH 45°
55'48" WEST A DISTANCE OF
193.07 FEET THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9,610.00 FEET;
THENCE NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 305.19 FEET THROUGH A CENTRAL ANGLE OF 01 °
49'1 O" TO A POINT OF CUSP WITH A TANGENT CURVE
CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 115.00 FEET, AND TO WHICH A RADIAL LINE BEARS SOUTH 45°
53'22" WEST;

THENCE SOUTHEASTERLY, SOUTHERLY AND SOUTHWESTERLY ALONG SAID CURVE, AN ARC LENGTH OF 118.10 FEET THROUGH A CENTRAL ANGLE OF 58° 50'23" TO THE
BEGINNING OF A TANGENT LINE;
THENCE ALONG SAID TANGENT LINE, SOUTH 14°43'45" WEST A DISTANCE OF 11.33 FEET;

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Item 7.

EXHIBIT"A"

LEGAL DESCRIPTION
THENCE SOUTH 60°
30'49" WEST A DISTANCE OF 23.92 FEET TO ITS INTERSECTION WITH A NON-TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1,390.00 FEET, A RADIAL LINE TO SAID INTERSECTION BEARS SOUTH 16° 43'35" WEST;
THENCE NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 214.96 FEET THROUGH A CENTRAL ANGLE OF 08°51 '38" TO ITS INTERSECTION WITH A RADIAL LINE TO SAID CURVE HAVING A BEARING OF SOUTH 25°
35'12" WEST;
THENCE ALONG SAID RADIAL LINE, SOUTH 25°
35'12" WEST, A DISTANCE OF 13.00 FEET TO

ITS INTERSECTION WITH A CONCENTRIC CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1,403.00 FEET, SAID INTERSECTION ALSO BEING POINT 'D' HERINAFTER REFERRED TO;
THENCE NORTHWESTERLY ALONG SAID CONCENTRIC CURVE AN ARC LENGTH OF 157.19 FEET THROUGH A CENTRAL ANGLE OF 06°
25'1 O" TO THE BEGINNING OF A TANGENT
REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,497.00 FEET, A RADIAL LINE TO SAID BEGINNING BEARS SOUTH 32°
00'22" WEST;
THENCE NORTHWESTERLY ALONG SAID REVERSE CURVE AN ARC LENGTH OF 276.36 FEET THROUGH A CENTRAL ANGLE OF 10°
34'39" TO ITS INTERSECTION WITH THE WEST
LINE OF SAID LOT 1, A RADIAL LINE TO WHICH BEARS NORTH 21 ° 25'43" EAST, AND THE
TRUE POINT OF BEGINNING.

CONTAINING: 206,269.4 SQUARE FEET (4.735 ACRES), MORE OR LESS.

TOGETHER WITH AN EASEMENT 10.00 FEET IN WIDTH FOR TEMPORARY CONSTRUCTION PURPOSES, A PORTION SAID LOT 1 OF THE COACHELLA LAND AND WATER COMPANY'S SUBDIVISION OF SECTION 5, DESCRIBED AS FOLLOWS:

STRIP NO.1:

LYING SOUTHERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE:

BEGINNING AT THE AFOREMENTIONED POINT 'A', A POINT ON A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,403.00 FEET, A RADIAL LINE TO SAID POINT BEARS NORTH 22°
57'00" EAST ;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 221. 76 FEET THROUGH A CENTRAL ANGLE OF 09°
03'22" TO THE BEGINNING OF A
NON-TANGENT LINE, A RADIAL LINE TO SAID CURVE BEARS NORTH 32°00'22" EAST;
THENCE ALONG SAID NON-TANGENT LINE, SOUTH 50°
12'08" EAST A DISTANCE
OF 172.65 FEET AND THE TERMINUS OF THE LINE DESCRIBED HERE.

THE SOUTHERLY LINE IS TO BE SHORTHENED AS TO TERMINATE IN THE WEST LINE OF SAID LOT 1.

CONTAINING: 3,908.1 SQUARE FEET (0.090 ACRES), MORE OR LESS.

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Item 7.

STRIP NO. 2:

EXHIBIT"A"

LEGAL DESCRIPTION

LYING WESTLERL Y OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE:

BEGINNING AT THE AFOREMENTIONED POINT 'B', A POINT ON A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 540.00 FEET; A RADIAL LINE TO SAID POINT BEARS SOUTH 63°
02'46" WEST;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 285.46 FEET THROUGH A CENTRAL ANGLE OF 30°
17'18" TO THE BEGINNING OF A

TANGENT REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,100.00 FEET, A RADIAL LINE TO SAID BEGINNING BEARS NORTH 32°
45'28" EAST;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 607.78 FEET THROUGH A CENTRAL ANGLE OF 31 °39'28" TO ITS INTERSECTION WITH THE SOUTH LINE OF SAID LOT 1, A RADIAL LINE TO SAID INTERSECTION BEARS OF NORTH 64°24'55" EAST, AND THE TERMINUS OF THE LINE DESCRIBED HERE.

THE WESTERLY LINE IS TO BE SHORTHENED AS TO TERMINATE IN THE SOUTH LINE OF SAID LOT 1.

CONTAINING: 8,907.0 SQUARE FEET (0.205 ACRES), MORE OR LESS.

STRIP NO. 3:

LYING EASTLERL Y OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE:

BEGINNING AT THE AFOREMENTIONED POINT 'C', A POINT ON A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,152.00 FEET, A RADIAL LINE TO SAID POINT BEARS NORTH 65°
38'34" EAST;
THENCE NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 661.19 FEET THROUGH A CENTRAL ANGLE OF 32°
53'06" TO THE BEGINNING OF A

TANGENT REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 488.00 FEET, A RADIAL LINE AT SAID BEGINNING BEARS SOUTH 32°
45'28" WEST;
THENCE NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 245.36 FEET THROUGH A CENTRAL ANGLE OF 28°
48'27" TO ITS INTERSECTION WITH
A RADIAL LINE TO SAID CURVE HAVING A BEARING OF SOUTH 61 °33'55" WEST, AND THE TERMINUS OF THE LINE DESCRIBED HERE.

THE EASTERLY LINE IS TO BE LENGTHENED AS TO TERMINATE IN THE SOUTH LINE OF SAID LOT 1.

CONTAINING: 9,091.6 SQUARE FEET (0.209 ACRES), MORE OR LESS.

STRIP NO. 4:

THE SOUTH 10.00 FEET OF SAID LOT 1 OF THE COACHELLA LAND AND WATER COMPANY'S SUBDIVISION OF SECTION 5, LYING EASTERLY OF THE ABOVE DESCRIBED STRIP NO. 3.

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Item 7.

CONTAINING: 125.0 SQUARE FEET, MORE OR LESS.

STRIP NO. 5;
EXHIBIT "A"

LEGAL DESCRIPTION
LYING NORTHERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE:

BEGINNING AT THE AFOREMENTIONED POINT 'D', A POINT ON A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1,403.00 FEET, A RADIAL LINE TO SAID POINT BEARS SOUTH 25°
35'12" WEST;
THENCE NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 157.19 FEET THROUGH A CENTRAL ANGLE OF 06°
25'10" TO THE BEGINNING OF A

TANGENT REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,497.00 FEET, A RADIAL LINE TO SAID BEGINNING BEARS SOUTH 32°
00'22" WEST;

THENCE NORTHWESTERLY ALONG SAID REVERSE CURVE AN ARC LENGTH OF 276.36 FEET THROUGH A CENTRAL ANGLE OF 10°
34'39" TO ITS
INTERSECTION WITH THE WEST LINE OF SAID LOT 1, A RADIAL LINE TO WHICH BEARS NORTH 21 °25'43" EAST, AND THE TERMINUS OF THE LINE DESCRIBED HERE.

THE NORTHERLY LINE IS TO BE LENGTHENED AS TO TERMINATE IN THE WEST LINE OF SAID LOT 1.

CONTAINING: 4,358.9 SQUARE FEET (0.100 ACRES), MORE OR LESS.

SUBJECT TO ALL COVENANTS, RIGHTS, RIGHT-OF-WAY AND EASEMENTS OF RECORD.

SEE EXHIBIT 'B' ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF.

NVS INC.:

PRE ARED BY ME OR UNDER MY DIRECTION:
�
DATE
1/ u, 'Ld'Uf

Page 5 of 5 ends

�---I 1 �
/\L /.,<,
-,I✓ ......
, J;iY S. 1·i1H• , .. ',\IV;\'
':: t "O!

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Item 7.

EXHIBIT 'A'

LEGAL DESCRIPTION
PARCEL 'B':

IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, ALL THAT CERTAIN PORTION OF LOT 1 OF THE COACHELLA LAND AND WATER COMPANY'S SUBDIVISION OF SECTION 5 AS SHOWN BY MAP RECORDED IN BOOK 4, PAGE 53 OF MAPS, RECORDS OF THE RIVERSIDE COUNTY RECORDER'S OFFICE, AND LOCATED IN THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SAN BERNARDINO MERIDIAN, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT A THE NORTHEAST CORNER OF SAID SECTION 5; THENCE ALONG THE EAST LINE OF SAID SECTION 5, SOUTH 00° 04'46" WEST A
DISTANCE OF 956.36 FEET TO THE SOUTH LINE OF TYLER STREET AS DESCRIBED BY DOCUMENT RECORDED MARCH 1, 1961 AS INSTRUMENT NO. 17583, OF OFFICIAL RECORDS;
THENCE ALONG SAID SOUTH LINE, NORTH 45°55'48" WEST A DISTANCE OF 41.70 FEET TO ITS INTERSECTION WITH A LINE PARALLEL WITH AND 30.00 FEET WEST OF (AS MEASURED AT RIGHT ANGLE) THE EAST LINE OF SAID SECTION 5, AND THE POINT OF BEGINNING;
THENCE CONTINUING NORTH 45°
55'48" WEST ALONG SAID SOUTH LINE, A
DISTANCE OF 30.13 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 50.00 FEET, A RADIAL LINE AT SAID BEGINNING BEARS NORTH 52°
42'10" WEST;
THENCE SOUTHERLY ALONG SAID CURVE AN ARC LENGTH OF 56.46 FEET THROUGH A CENTRAL ANGLE OF 64°
41'56" TO THE BEGINNING OF A TANGENT
LINE;
THENCE ALONG SAID TANGENT LINE, SOUTH 27°
24'06" EAST A DISTANCE OF 35.14
FEET TO ITS INTERSECTION WITH A LINE PARALLEL WITH AND 40.00 FEET WEST OF (AS MEASURED AT RIGHT ANGLE) THE EAST LINE OF SAID SECTION 5; THENCE ALONG SAID PARALLEL LINE, SOUTH 00°
04'46" WEST A DISTANCE OF

12.00 FEET;
THENCE SOUTH 89°55'14" EAST A DISTANCE OF 10.00 FEET TO A LINE PAERALLEL WITH AND 30.00 FEET WEST OF (AS MEASURED AT RIGHT ANGLE) THE EAST LINE OF SAID SECTION 5,
THENCE ALONG SAID PARALLEL LINE, NORTH 00°
04'46" EAST A DISTANCE OF

75.57 FEET TO THE SAID SOUTH LINE OF TYLER STREET AND THE POINT OF BEGINNING;
CONTAINING: 2,016.0 SQUARE FEET, MORE OR LESS.

Page 1 ends

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Item 7.

EXHIBIT 'A'

LEGAL DESCRIPTION

SUBJECT TO ALL COVENANTS, RIGHTS, RIGHT-OF-WAY AND EASEMENTS OF RECORD.

SEE EXHIBIT 'B' ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF.

NV5 INC.:

PREPARED BY ME OR UNDER MY DIRECTION:
��2�'d
. AHRION

0. 8207

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Item 7.

EXHIBIT 'A'

LEGAL DESCRIPTION

IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, ALL THAT CERTAIN PORTION OF LOT 6 OF THE COACHELLA LAND AND WATER COMPANY'S SUBDIVISION OF SECTION 5 AS SHOWN BY MAP RECORDED IN BOOK 4, PAGE 53 OF MAPS,

BEGINNING AT A POINT IN THE NORTH LINE OF SAID LOT 6 AT 30.00 FEET WEST OF (AS MEASURED AT RIGHT ANGLE) THE EAST LINE OF SAID SECTION 5; THENCE ALONG SAID NORTH LINE, SOUTH 89°
54'50" WEST A DISTANCE OF 78.52 FEET TO

ITS INTERSECTION WITH A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,100.00 FEET, A RADIAL LINE TO SAID INTERSECTION BEARS NORTH 64°24'55" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 18.94 FEET THROUGH A CENTRAL ANGLE OF 00°
59'11" TO THE BEGINNING OF A TANGENT COMPOUND CURVE
CONCAVE SOUTHWESTERLY AND HAVING A RAIUS OF 442.00 FEET, A RADIAL LINE TO SAID BEGINNING BEARS NORTH 65°
24'06" EAST;

THENCE CONTINUING SOUTHEASTERLY ALONG SAID COMPOUND CURVE AN ARC LENGTH OF 64.53 FEET THROUGH A CENTRAL ANGLE OF 08°
21 '55" TO THE BEGINNING OF A
TANGENT LINE;
THENCE SOUTH 16°
13'59" EAST ALONG SAID TANGENT LINE A DISTANCE OF 100.88 FEET

TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 908.00 FEET;
THENCE,SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 82.53 FEET THROUGH A CENTRAL ANGLE OF 05°
12'29" TO A POINT OF CUSP IN A LINE PARALLEL WITH AND 30.00 FEET WEST OF (AS MEASURED AT RIGHT ANGLE) THE EAST LINE OF SAID SECTION 5, A RADIAL LINE TO SAID POINT BEARS NORTH 78°
58'30" EAST;
THENCE ALONG SAID PARALLEL LINE,"NORTH 00°
04'46" EAST A DISTANCE OF 254.74 FEET
TO THE POINT OF BEGINNING;
CONTAINING: 8,805.2 SQUARE FEET, MORE OR LESS.

TOGETHER WITH AN EASEMENT FOR TEMPORARY CONSTRUCTION PURPOSES, A STRIP OF LAND 10.00 FEET IN WIDTH LYING SOUTHWESTERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE;
COMMENCING AT A POINT IN THE NORTH LINE OF SAID LOT 6 AT 30.00 FEET WEST OF (AS MEASURED AT RIGHT ANGLE) THE EAST LINE OF SAID SECTION 5; THENCE ALONG SAID NORTH LINE, SOUTH 89°
54'50" WEST A DISTANCE OF 78.52

FEET TO ITS INTERSECTION WITH A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 1,100.00 FEET AND THE POINT OF BEGINNING, A RADIAL LINE TO SAID INTERSECTION BEARS NORTH 64°
24'55" EAST;

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Item 7.

LEGAL DESCRIPTION

EXHIBIT 'A'
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 18.94 FEET THROUGH A CENTRAL ANGLE OF 00°
59'11" TO THE BEGINNING OF A TANGENT
COMPOUND CURVE CONCAVE SOUTHWESTERLY AND HAVING A RAIUS OF 442.00 FEET, A RADIAL LINE TO SAID BEGINNING BEARS NORTH 65°
24'06" EAST;

THENCE CONTINUING SOUTHEASTERLY ALONG SAID COMPOUND CURVE AN ARC LENGTH OF 64.53 FEET THROUGH A CENTRAL ANGLE OF 08°
21 '55" TO THE
BEGINNING OF A TANGENT LINE;
THENCE SOUTH 16°
13'59" EAST ALONG SAID TANGENT LINE A DISTANCE OF 100.88

FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 908.00 FEET;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 82.53 FEET THROUGH A CENTRAL ANGLE OF 05°12'29" TO A POINT IN A LINE PARALLEL WITH AND 30.00 FEET WEST OF (AS MEASURED AT RIGHT ANGLE) THE EAST LINE OF SAID SECTION 5, A RADIAL LINE TO SAID POINT BEARS NORTH 78°58'30" EAST AND TERMINUS OF LINE DESCRIBED HEREIN.

THE SOUTHWESTERLY LINE IS TO BE LENGTHENED AS TO TERMINATE IN THE NORTH LINE OF SAID LOT 6.

CONTAINING: 2680.1 SQUARE FEET, MORE OR LESS.

SUBJECT TO ALL COVENANTS, RIGHTS, RIGHT-OF-WAY AND EASEMENTS OF RECORD.

SEE EXHIBIT '8' ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF.

NV5 INC.:

PREPARED BY ME OR UNDER MY DIRECTION;
/� .J ?-� �(:l.3/;J..J
JAYS. FAHRION
PLS NO. 8207
DATE

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Item 7.

EXHIBIT 'A'

LEGAL DESCRIPTION

COMMENCING AT A THE NORTHEAST CORNER OF SAID SECTION 5; THENCE ALONG THE EAST LINE OF SAID SECTION 5, SOUTH 00°04'46" WEST A DISTANCE OF 335.77 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 00°
04'46" WEST ALONG SAID EAST LINE, A DISTANCE OF
117.93 FEET;
THENCE LEAVING SAID EAST LINE, SOUTH 76°47'36" WEST A DISTANCE OF 28.21 FEET TO

THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 1,718.19 FEET;
THENCE SOUTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 352.37 FEET THROUGH A CENTRAL ANGLE OF 11 °
45'01" TO THE BEGINNING OF A TANGENT LINE;
THENCE SOUTH 88°32'38" WEST A DISTANCE OF 4.21 FEET TO A POINT ON THE

NORTHEASTERLY LINE OF TYLER STREET AS DESCRIBED IN EASEMENT GRANT RECORDED MARCH 1, 1961 AS INSTRUMENT NO. 17583 OFFICIAL RECORDS, SAID LINE

ALSO BEING THE SOUTHWESTERLY RIGHT-OF-WAY LINE FOR THE COACHELLA VALLEY STORMWATER CHANNEL AS SHOWN BY DRAWING NO. 1758-6 ON FILE WITH THE COACHELLA VALLEY WATER DISTRICT, FILE NO. 4936;
THENCE ALONG SAID NORTHEASTERLY LINE, NORTH 45°
55'48" WEST A DISTANCE OF
185.62 FEET;
THENCE LEAVING SAID NORTHEASTERLY LINE, SOUTH 86°
28'58" EAST A DISTANCE OF

41.31 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 1,563.87 FEET;
THENCE NORTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 443.55 FEET THROUGH A CENTRAL ANGLE OF 16°
15'01" TO THE BEGINNING OF A TANGENT LINE;
THENCE NORTH 77°
16'01" EAST A DISTANCE OF 33.03 FEET TO THE EAST LINE OF SAID SECTION 5 AND THE TRUE POINT OF BEGINNING.

CONTAINING: 53,872.8 SQUARE FEET, MORE OR LESS.

TOGETHER WITH AN EASEMENT FOR TEMPORARY CONSTRUCTION PURPOSES, A PORTION OF SAID NORTHEAST QUARTER OF SECTION 5, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

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Item 7.

TCE AREA 'A':

COMMENCING AT A THE NORTHEAST CORNER OF SAID SECTION 5;

EXHIBIT 'A'

LEGAL DESCRIPTION
THENCE ALONG THE EAST LINE OF SAID SECTION 5, SOUTH 00° 04'46" WEST A
DISTANCE OF 335.77 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 77°
16'01" WEST A DISTANCE OF 33.03 FEET TO THE BEGINNING

OF A TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 1,563.87 FEET;
THENCE WESTERLY ALONG SAID CURVE AN ARC LENGTH OF 443.55 FEET THROUGH A CENTRAL ANGLE OF 16°15'01" TO THE BEGINNING OF A TANGENT LINE;
THENCE NORTH 86°
28'58" WEST A DISTANCE OF 41.31 FEET TO A POINT ON THE

NORTHEASTERLY LINE OF TYLER STREET AS DESCRIBED IN EASEMENT GRANT RECORDED MARCH 1, 1961 AS INSTRUMENT NO. 17583 OFFICIAL RECORDS, SAID

LINE ALSO BEING THE SOUTHWESTERLY RIGHT-OF-WAY LINE FOR THE COACHELLA VALLEY STORMWATER CHANNEL AS SHOWN BY DRAWING NO. 1758- 6 ON FILE WITH THE COACHELLA VALLEY WATER DISTRICT, FILE NO. 4936; THENCE ALONG SAID NORTHEASTERLY LINE, NORTH 45°
55'48" WEST A DISTANCE
OF 18.53 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9,550.00 FEET;

THENCE NORTHWESTERLY ALONG SAID CURVED RIGHT-OF-WAY AN ARC LENGTH OF 467.02 FEET THROUGH A CENTRAL ANGLE OF 02°
48'07'' TO ITS INTERSECTION
WITH A LINE PARALLEL WITH AND 30.00 FEET SOUTH OF (AS MEASURED AT RIGHT ANGLE) THE NORTH LINE OF SAID SECTION 5, AND TO WHICH A RADIAL LINE BEARS SOUTH 46°
52'19" WEST
THENCE ALONG SAID PARALLEL LINE, NORTH 89°
59'03" EAST A DISTANCE OF
213.88 FEET TO A POINT ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 9,395.00 FEET AND TO WHICH A RADIAL LINE BEARS SOUTH 45°58'49" WEST;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 313.26 FEET THROUGH A CENTRAL ANGLE OF 01 °
54'38" TO THE BEGINNING OF A TANGENT
LINE;
THENCE SOUTH 45°
55'48" EAST A DISTANCE OF 42.68 FEET TO ITS INTERSECTION WITH A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 1,463.87 FEET, AND TO WHICH POINT A RADIAL LINE BEARS NORTH 00°
28'13" EAST;
THENCE EASTERLY ALONG SAID CURVE AN ARC LENGTH OF 339.01 FEET THROUGH A CENTRAL ANGLE OF 13°
16'07" TO ITS INTERSECTION WITH A NONTANGENT LINE TO WHICH A RADIAL LINE BEARS NORTH 12° 47'55" WEST;
THENCE, NORTH 45°
55'48" WEST A DISTANCE OF 309.21 FEET TO ITS
INTERSECTION WITH A LINE PARALLEL WITH AND 30.00 FEET SOUTH OF (AS MEASURED AT RIGHT ANGLE) THE NORTH LINE OF SAID SECTION 5; THENCE ALONG SAID PARALLEL LINE, NORTH 89°
59'03" EAST A DISTANCE OF
194.04 FEET TO ITS INTERSECTION WITH THE NORTHEASTERLY RIGHT-OF-WAY PAGE 2 OF 4

Page 40 of 129 ends

Page 211 ends

Item 7.

EXHIBIT 'A'

LEGAL DESCRIPTION
LINE OF THE COACHELLA VALLEY STORMDRAIN CHANNEL AS BY DRAWING NO. 1758-6 ON FILE WITH THE COACHELLA VALLEY WATER DISTRICT, FILE NO. 4936; THENCE ALONG SAID NORTHEASTERLY RIGHT-OF-WAY LINE SOUTH 45°55'48" EAST A DISTANCE OF 112.83 FEET TO A POINT IN THE EAST LINE OF SAID SECTION 5 AND FROM WHICH THE NORTHEAST CORNER OF SAID SECTION 5 BEARS NORTH 00°
04'46" EAST A DISTANCE OF 108.51 FEET;
THENCE ALONG SAID EAST LINE, SOUTH 00°
04'46" WEST A DISTANCE OF 227.27
FEET TO THE TRUE POINT OF BEGINNING.

CONTAINING: 142,642.8 SQUARE FEET (3.275 ACRES), MOR
0 E OR LESS
TCE AREA '8':

COMMENCING AT A THE NORTHEAST CORNER OF SAID SECTION 5; THENCE ALONG THE EAST LINE OF SAID SECTION 5, SOUTH 00° 04'46" WEST A
DISTANCE OF 453.70 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EAST LINE OF SAID SECTION 5, SOUTH 00°
04'46" WEST A DISTANCE OF 102.75 FEET;
THENCE SOUTH 76°47'36" WEST A DISTANCE OF 4.60 FEET TO THE BEGINNING OF

A TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 1,818.19 FEET;
THENCE WESTERLY ALONG SAID CURVE AN ARC LENGTH OF 83.09 FEET THROUGH A CENTRAL ANGLE OF 02°
37'06" TO ITS INTERSECTION WITH A LINE
PARALLEL WITH AND 155.00 FEET NORTHEASTERLY OF (AS MEASURED AT RIGHT

ANGLE) THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF THE COACHELLA VALLEY STORMWATER CHANNEL AS SHOWN BY DRAWING NO. 1758-6 ON FILE WITH THE COACHELLA VALLEY WATER DISTRICT, FILE NO. 4936, A RADIAL LINE TO SAID INTERSECTION BEARS SOUTH 10°
35'17" EAST;
THENCE ALONG SAID PARALLEL LINE, SOUTH 45°
55'48" EAST A DISTANCE OF
119.19 FEET TO A POINT IN THE EAST LINE OF SAID SECTION 5; THENCE ALONG SAID EAST LINE, SOUTH 00°
04'46" WEST A DISTANCE OF 215.44
FEET TO ITS INTERSECTION WITH SAID SOUTHWESTERLY RIGHT-OF-WAY LINE; THENCE ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY LINE, NORTH 45° 55'48"
WEST A DISTANCE OF 528.85 FEET;
THENCE NORTH 88°
32'38" EAST A DISTANCE OF 4.21 FEET TO THE BEGINNING OF

A TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 1,718.19 FEET;
THENCE NORTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 352.37 FEET THROUGH A CENTRAL ANGLE OF 11 °45'01" TO THE BEGINNING OF A TANGENT LINE;
PAGE 3 OF 4

Page 41 of 129 ends

Page 212 ends

Item 7.

EXHIBIT 'A'

LEGAL DESCRIPTION
THENCE NORTH 76°47'36" EAST A DISTANCE OF 28.21 FEET TO THE EAST LINE OF SAID SECTION 5 AND THE TRUE POINT OF BEGINNING.

CONTAINING: 72,746.1SQUARE FEET (1.670 ACRES), MORE OR LESS

ALL SUBJECT TO ALL COVENANTS, RIGHTS, RIGHT-OF-WAY AND EASEMENTS OF RECORD.

SEE EXHIBIT '8' ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF.

NVS INC.:

PREPARED BY ME OR UNDER MY DIRECTION:
t::7 �.$.'?-� #.:?. S. FAHRION
PLS NO. 8207
PAGE 4 OF 4

Page 42 of 129 ends

Page 213 ends

Item 7.

Page 43 of 129 ends

EXHIBIT “B”
Plat Map for Parcel CV-15, CV-16 & CV-18

Page 214 ends

Item 7.

IO
C\I
'A'
u Lu (/')
u... 0
a:i :::, (/')

EXHIBIT 'B'
&:.oe ,,, �4<
N17'20'31"E / .... - -
- -(R)- ;_2a· / /
u... 0
N3511'23"W /
778-170-011 N88"46'38"W 1
_____ /
Lu z
::J
(R)
t(/') LOT 1
CLWC SUB. OF SEC. 5

CURVE DATA
C1 L=118.10' R=115.00' h=58"50'23"
C2 L=214.96' R=1,390.00' h=08"51'38"
C3 L=157.19' R=1,403.00' h=06'25'10·
NOTES:

CLWC INDICATES COACHELLA LAND AND WATER COMPANY'S
SUBDIVISION OF SEC. 5, M.B. 4/53.

P.O.B. POINT OF BEGINNING
T.P.O
.

B. TRUE POINT OF BEGINNING
O.R. OFFICIAL RECORDS
M.B. MAP BOOK
(R) INDICATES RADIAL BEARING
T.C.E. 1£MPORARY CONSTRUCTION EASEMENT
VJ/ ,r,rjj 11 AS DESCRIBED IN ATTACHED EXHIBIT 'A' LEGAL DESCRIPTION; ..._r ,:,....,/fJ.._./f_._ ,1,._.. t A CONTAINS: 206,269.4 SQUARE FEET ( 4. 735 ACRES), MORE OR LESS 91854•
9'26"E
(Rf--
L=205.69'
R=476.00'
h=24"45'31"
\
\
!i��·�1�
(R)
N61"33'55"E(R)
////'/�--12.00·
S1R1P No. 3
10' WIDE T.C.E.
9,091.6 SQUARE FEET
:'\<'� :-,?� �-½-
SEE SHEET 2
0 NIVi5
I
75'
POR. SEC. 5, TOWNSHIP 6 SOUTH, RANGE 8 EAST, S.B.M. 1" = 150' 150'

IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE SHEET NUMBER NIVl5 A VENUE 50 BRIDGE PROJECT

ADDITIONAL RIGHT-OF-WAY
42-829 COOK STREET, SUITE 104 PALM DESERT, CA 92211
760.341.3101 TEL 760.341.5999 FAX WWW.NVS.COM PREPARED FOR: ANGENIOUS ENG. SER. DATE: SEPT. , 2022 1 OF 2 SHEETS

JOB NUMBER
227621-0000168.00

Page 44 of 129 ends

Page 215 ends

Item 7.

NOTES:

SEE SHEET
"�t �p,� ;..i ,,. ·o
o.·o..,._ �0-
. -�
N63'02'46"E(R)

64.00'7

POINT 'B'

EXHIBIT 'B'
<.t )b· v?_·q,,.
�.
' 3'55"E(R)
.00'
,.. �lfj>, ..:>>.
/
_____ N32'45'28"E / }
(R)
STRIP No. 2
10' WIDE T.C.E.
8907.4 SQUARE FEET
�>"' '9)-�;<\' t''
J'"" ��< "'"'
778-170-011 �� -1 � "'
«'.,>- "" 0� �< \. �� )--
- � �� I "'
STRIP No. 3
10' WIDE T.C.E.
9,091.6 SQUARE FEET ':)
0�
stC·
STRIP No. 4
10' WIDE T.C.E.

25.0 SQUARE FEET
I �
"'
�I I
� I
i:5 I
30• I
I
SOUTH LINE OF LOT 1 CLWC SUB. OF SEC. 5 N64'24'55"E(R)
NB9'54'50"E 1366.67'
LOT 6
CLWC SUB. OF SEC. 5
------,
\

57.32'
N89'54'50"E
_____
N65'38'34"E / \ /
(R)

CLWC INDICATES COACHELLA LAND AND WATER COMPANY'S
SUBDIVISION OF SEC. 5, M.B. 4/53.

P.O.B. POINT OF BEGINNING
T.P.O.B. TRUE POINT OF BEGINNING
O.R. OFFICIAL RECORDS
M.B. MAP BOOK
(R) INDICATES RADIAL BEARING
T.C.E. TEMPORARY CONSTRUCTION EASEMENT
V2 ...,...,.%.,..1//,..,'/,.,.'/,,...'.,1 AS DESCRIBED IN ATTACHED EXHIBIT 'A' LEGAL DESCRIPTION; CONTAINS: 206,269.4 SQUARE FEIT ( 4.735 ACRES), MORE OR LESS NIVl5
POR. SEC. 5, TOWNSHIP 6 SOUTH, RANGE 8 EAST, S.B.M.

IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE
A VENUE 50 BRIDGE PROJECT

ADDITIONAL RIGHT-OF-WAY
N)V15
0 75'
1· = 150'

SHEET NUMBER
2 150'
OF 2 SHEETS
42-829 COOK STREET, SUITE 104 PALM DESERT, CA 92211
760.341.3101 TEL 760.341.5999 FAX WWW.NVS.COM PREPARED FOR: ANGENIOUS ENG. SER. DATE: SEPT. , 2022

JOB NUMBER
227621·0000168.00

Page 45 of 129 ends

Page 216 ends

Item 7.

NOTES:

L=43.98'
R=56.46'
A=64"41'56.
778-170-011

EXHIBIT 'B'
AVENUE 50 32 33
;O.C. - 5 / .4
NORTHEAST COR. SEC. 5, j
T.6S.,R.8E.,S.B.M.

V')
rr,

CLWC INDICATES COACHELLA LAND AND WATER
COMPANY'S SUBDIVISION OF SEC. 5, M.B. 4/53. 30' rr,
P.O.B. POINT OF BEGINNING
O.R. OFFICIAL RECORDS
M.B. MAP BOOK
(R) INDICATES RADIAL BEARING
T.C.E. lEMPORARY CONSTRUCTION EASEMENT
rllll/lA AS DESCRIBED IN ATTACHED EXHIBIT •A· LEGAL DESCRIPTION; CONTAINS: 2,016.0 SQUARE FEET, MORE OR LESS
NIVl5
42-829 COOK STREET, SUITE 104 PALM DESERT, CA 92211
POR. SEC. 5, TOWNSHIP 6 SOUTH, RANGE 8 EAST, S.B.M.

IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE
A VENUE 50 BRIDGE PROJECT

ADDITIONAL RIGHT-OF-WAY
NIVl5
I
20' 40'
1" = 40'

SHEET NUMBER
1 OF 1 SHEETS

JOB NUMBER
760.341.3101 TEL 760.341.5999 FAX WWW.NVS,COM PREPARED FOR: ANGENIOUS ENG. SER. DATE: SEPT. , 2022 227621-0000158.00

Page 46 of 129 ends

Page 217 ends

Item 7.

EXHIBIT 'B1
LOT 1 Cl WC SUB. OF SEC. 5 I
P.O.B.
-� N89"54'50"E -
r
- - - 1258.15'
_N�4]�5�·i/
(R)
---=-,..,..., ................ �..,......,...,......,,_ - _J Cl
L=18.94'
R=l,100.00'
fi:00'59'11"
IO' WIDE T.C E. � _. 2,680.1 SQUARE FEET � '3
778-180-004
I� LOT 6
I� CLWC SUB. OF SEC. 5
I
�
I
I
___k_. - +- - N89"53'11 "E 1332.90'
NOTES: lOT 7 CLWC SUB. OF SEC. 5

CLWC INDICATES COACHELLA LANO ANO WATER COMPANY'S
SUBDIVISION OF SEC. 5, M.8. 4/53.

P.0.8. POINT OF BEGINNING
O.R. OFFICIAL RECORDS
M.B. MAP BOOK
(R) INDICATES RADIAL BEARING
T.C.E. TEMPORARY CONSTRUCTION EASEMENT
VfflJJ/21 AS DESCRIBED IN ATTACHED EXH. 'A' LEGAL DESCRIPTION; CONTAINS: 8,805.2 SQUARE FEET, MORE OR LESS
<..r' .•
$_
�
3 0'
30'
u')
w(fl
LL. 0
wz
::::;
t,; I
..: w
�
s:
\
r
CALLE

MENDOZA
I
�--
1 I
i
-f-
\_
- --1 CALLE ·t --- ---
1 I BOUGAN�
HS
J
O'
POR SEC. 5, TOWNSHIP 6 SOUTH. RANGE 8 EAST, S B.M. I" = 60' 60'

IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE SHEET NUMBER NIVl5
42-829 COOK STREET, SUITE 104 PALM DESERT, CA 92211
760.3413101 TEL 760 3415999 FAX WWW,NVS COM
A VENUE 50 BRIDGE PROJECT

ADDITIONAL RIGHT-OF-WAY
PREPARED FOR: ANGENIOUS ENG. SER. DATE: SEPT. , 2022
1 OF 1 SHEETS

JOB NUMBER
2271121·0000168.00

Page 47 of 129 ends

Page 218 ends

Item 7.
__ _
NORlH LINE 0� SEC. 5 :\
0 g N89'59'03"E
213.88' ·',,\N46-S2'19"E
- (R)
DETAIL

NO SCALE
M!Vl5
I
75' 150'
1" = 150'
NIVIS
42-829 COOK STREET, SUITE 104 PALM DESERT, CA 92211

EXHIBIT 'B'
AVENUE 50
NOTES:
� g T.C.E. AREA 'A'
� g 3.275 ACRES
- - R=1563.87'
32 CLWC INDICATES COACHELLA LAND AND WATER COMPANY'S
SUBDIVISION OF SEC. 5, M.B. 4/53.

P.O.B. POINT OF BEGINNING
O.R. OFFICIAL RECORDS
M.B. MAP BOOK
(R) INDICATES RADIAL BEARING
T.C.E. lEMPORARY CONSTRUCTION EASEMENT
33 cJ
bl
u... 0
Lu z :::;
< Lu
T.SS. R.BE.

T.6S. R.BE.

P.O.C.

NORTHEAST CORNER
OF SECTION 5
763-020-019
N76'47'36"E

28.21'
f??'ffe/11 AS DESCRIBED IN ATTACHED EXHIBIT 'A' LEGAL DESCRIPTION; CONTAINS: 53,872.8 SQUARE FEET, MORE OR LESS
POR. SEC. 5, TOWNSHIP 6 SOUTH, RANGE 8 EAST, S.B.M.

IN THE Cl1Y OF COACHELLA. COUNlY OF RlVERSIOE
A VENUE 50 BRIDGE PROJECT

ADDITIONAL RIGHT-OF-WAY

SHEET NUMBER
1 OF 1 SHEETS
760.341.3101 TEL 760.341.5999 FAX WWW.NVS,COM PREPARED FOR: ANGENIOUS ENG. SER. DATE: SEPT. , 2022

JOB NUMBER
227621-0000158.00

Page 48 of 129 ends

Page 219 ends

Item 7.

Page 49 of 129 ends

Recorded at the request of
City of Coachella
When Recorded Mail to:

City of Coachella
c/o: Paragon Partners
Consultants, Inc.
5600 Katella Avenue, Suite 100
Cypress, CA 90630

EXHIBIT C
This document is recorded for the benefit of the
City of Coachella and is therefore exempt from the
payment of the recording fee pursuant to
Government code Section 6103 and from the
payment of the documentary transfer tax pursuant
to Revenue and Taxation Code Section 11922.

Space above this line for Recorder's Use

PERMANENT ROADWAY EASEMENT DEED
Parcel Nos. CV-15, CV-16 & CV-18
Assessor's Parcel Numbers: 778-170-011, 778-180-004 and 778-170-012 Federal Project No. BR-NBIL 536
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, PETER RABBIT FARMS, Inc., a California Corporation, (“GRANTORS”), hereby grant to the CITY OF COACHELLA, a municipal corporation, (“GRANTEE”), its successors and assigns, for public street and public utilities purposes, an easement in, over, under, upon, and across all that real property situated in the City of Coachella, County of Riverside, State of California described as follows:

FOR LEGAL DESCRIPTION AND PLAT MAP, SEE EXHIBITS “A” AND “B” ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF.

Dated this __________ day of ___________, 20______.

PETER RABBIT FARMS, Inc., a California Corporation
By: __________________________ By: ___________________________ John Powell, Jr.

Page 220 ends

Item 7.

Page 50 of 129 ends

ACKNOWLEDGMENT
State of California )
) ss
County of ___________ )
On before me, ______________________________________,
(Name of Notary)
personally appeared __________________________________________________________ who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.
(Notary Signature)
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.

Page 221 ends

Item 7.

EXHIBIT 'A'

LEGAL DESCRIPTION
PARCEL 'A':

26.64 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINI NG ALONG SAID WEST LINE, SOUTH 00°
05'05" EAST A DISTANCE OF 101.57

FEET TO ITS INTERSECTION WITH A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,403.00 FEET, A RADIAL LINE TO SAID INTERSECTION BEARS NORTH 22° 57'00"
EAST, SAID INTERSECTION ALSO BEING POINT 'A' HERINAFTER REFERRED TO; THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 221. 76 FEET THROUGH A CENTRAL ANGLE OF 09°
03'22" TO THE BEGINNING OF A NON-TANGENT LINE, A RADIAL LINE TO SAID CURVE BEARS NORTH 32°
00'22" EAST;
THENCE ALONG SAID NON-TANGENT LINE, SOUTH 50°
12'08" EAST A DISTANCE OF 172.65

FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 604.00 FEET, A RADIAL LINE TO SAID CURVE BEARS NORTH 88° 46'38"
WEST;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 297.03 FEET THROUGH A CENTRAL ANGLE OF 28°10'37" TO ITS INTERSECTION WITH A RADIAL LINE TO SAID CURVE HAVING A BEARING OF SOUTH 63°02'46" WEST;
THENCE NORTH 63°02'46" EAST ALONG SAID RADIAL LINE, A DISTANCE OF 64.00 FEET TO

Page 1 of 5 ends

Page 51 of 129 ends

Page 222 ends

Item 7.

EXHIBIT"A"

LEGAL DESCRIPTION
REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,100.00 FEET, A RADIAL LINE TO SAID BEGINNING BEARS NORTH 32°
45'28" EAST;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 607. 78 FEET THROUGH A CENTRAL ANGLE OF 31 °
39'28" TO ITS INTERSECTION WITH THE SOUTH LINE OF SAID LOT 1, A RADIAL LINE TO SAID INTERSECTION BEARS OF NORTH 64° 24'55" EAST;
THENCE NORTH 89°54'50" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 57.32 FEET TO

ITS INTERSECTION WITH A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,152.00 FEET, A RADIAL LINE TO SAID INTERSECTION BEARS NORTH 65°
38'34" EAST, SAID INTERSECTION ALSO BEING POINT 'C' HERINAFTER REFERRED TO; THENCE NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 661.19 FEET THROUGH A CENTRAL ANGLE OF 32°53'06" TO THE BEGINNING OF A TANGENT REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 488.00 FEET, A RADIAL LINE TO SAID BEGINNING BEARS SOUTH 32°
45'28" WEST;
THENCE NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 245.36 FEET THROUGH A CENTRAL ANGLE OF 28°48'27" TO ITS INTERSECTION WITH A RADIAL LINE TO SAID CURVE HAVING A BEARING OF SOUTH 61 °33'55" WEST;
THENCE NORTH 61°
33'55" EAST ALONG SAID RADIAL LINE, A DISTANCE OF 12.00 FEET TO

ITS INTERSECTION WITH A CONCENTRIC CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 476.00 FEET;
THENCE NORTHWESTERLY ALONG SAID CONCENTRIC CURVE AN ARC LENGTH OF 205.69 FEET THROUGH A CENTRAL ANGLE OF 24°
45'31" TO THE BEGINNING OF A NON-TANGENT
LINE, A RADIAL LINE TO SAID BEGINNING BEARS NORTH 86°
19'26" EAST;
THENCE NORTH 49°
08'40" EAST A DISTANCE OF 12.25 FEET THE BEGINNING OF A NONTANGENT CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1,550.00 FEET, A RADIAL LINE TO SAID CURVE BEARS SOUTH 11°
10'42" WEST;
THENCE SOUTHEASTERLY ALONG SAID CURVE, AN ARC LENGTH OF 251.99 FEET THROUGH A CENTRAL ANGLE OF 09°18'54" TO ITS INTERSECTION WITH THE SOUTHWESTERLY LINE OF TYLER STREET, AS DESCRIBED IN DEED RECORDED MARCH 1, 1961 AS INSTRUMENT NO. 17583, OFFICIAL RECORDS, A RADIAL LINE TO SAID INTERSECTION BEARS SOUTH 01°
51'48" WEST;
THENCE ALONG SAID SOUTHWESTERLY LINE, NORTH 45°
55'48" WEST A DISTANCE OF
193.07 FEET THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9,610.00 FEET;
THENCE NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 305.19 FEET THROUGH A CENTRAL ANGLE OF 01 °49'1 O" TO A POINT OF CUSP WITH A TANGENT CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 115.00 FEET, AND TO WHICH A RADIAL LINE BEARS SOUTH 45°53'22" WEST;

Page 2 of 5 ends

Page 52 of 129 ends

Page 223 ends

Item 7.

EXHIBIT"A"

LEGAL DESCRIPTION
THENCE SOUTH 60°30'49" WEST A DISTANCE OF 23.92 FEET TO ITS INTERSECTION WITH A NON-TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1,390.00 FEET, A RADIAL LINE TO SAID INTERSECTION BEARS SOUTH 16° 43'35" WEST;
THENCE NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 214.96 FEET THROUGH A CENTRAL ANGLE OF 08°
51 '38" TO ITS INTERSECTION WITH A RADIAL LINE TO
SAID CURVE HAVING A BEARING OF SOUTH 25°
35'12" WEST;
THENCE ALONG SAID RADIAL LINE, SOUTH 25°
35'12" WEST, A DISTANCE OF 13.00 FEET TO

ITS INTERSECTION WITH A CONCENTRIC CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1,403.00 FEET, SAID INTERSECTION ALSO BEING POINT 'D' HERINAFTER REFERRED TO;
THENCE NORTHWESTERLY ALONG SAID CONCENTRIC CURVE AN ARC LENGTH OF 157.19 FEET THROUGH A CENTRAL ANGLE OF 06°
25'1 O" TO THE BEGINNING OF A TANGENT
REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,497.00 FEET, A RADIAL LINE TO SAID BEGINNING BEARS SOUTH 32°
00'22" WEST;
I
THENCE NORTHWESTERLY ALONG SAID REVERSE CURVE AN ARC LENGTH OF 276.36 FEET THROUGH A CENTRAL ANGLE OF 10°
34'39" TO ITS INTERSECTION WITH THE WEST
LINE OF SAID LOT 1, A RADIAL LINE TO WHICH BEARS NORTH 21 ° 25'43" EAST, AND THE
TRUE POINT OF BEGINNING.

CONTAINING: 206,269.4 SQUARE FEET (4.735 ACRES), MORE OR LESS.

TOGETHER WITH AN EASEMENT 10.00 FEET IN WIDTH FOR TEMPORARY CONSTRUCTION PURPOSES, A PORTION SAID LOT 1 OF THE COACHELLA LAND AND WATER COMPANY'S SUBDIVISION OF SECTION 5, DESCRIBED AS FOLLOWS:

STRIP NO.1:

LYING SOUTHERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE:

BEGINNING AT THE AFOREMENTIONED POINT 'A', A POINT ON A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,403.00 FEET, A RADIAL LINE TO SAID POINT BEARS NORTH 22°
57'00" EAST ;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 221.76 FEET THROUGH A CENTRAL ANGLE OF 09°
03'22" TO THE BEGINNING OF A
NON-TANGENT LINE, A RADIAL LINE TO SAID CURVE BEARS NORTH 32°00'22" EAST;
THENCE ALONG SAID NON-TANGENT LINE, SOUTH 50°
12'08" EAST A DISTANCE
OF 172.65 FEET AND THE TERMINUS OF THE LINE DESCRIBED HERE.

THE SOUTHERLY LINE IS TO BE SHORTHENED AS TO TERMINATE IN THE WEST LINE OF SAID LOT 1.

CONTAINING: 3,908.1 SQUARE FEET (0.090 ACRES), MORE OR LESS.

Page 3 of 5 ends

Page 53 of 129 ends

Page 224 ends

Item 7.

STRIP NO. 2:

EXHIBIT"A"

LEGAL DESCRIPTION

LYING WESTLERL Y OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE:

BEGINNING AT THE AFOREMENTIONED POINT '8', A POINT ON A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 540.00 FEET; A RADIAL LINE TO SAID POINT BEARS SOUTH 63°
02'46" WEST;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 285.46 FEET THROUGH A CENTRAL ANGLE OF 30°
17'18" TO THE BEGINNING OF A

TANGENT REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,100.00 FEET, A RADIAL LINE TO SAID BEGINNING BEARS NORTH 32°
45'28" EAST;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 607.78 FEET THROUGH A CENTRAL ANGLE OF 31 °39'28" TO ITS INTERSECTION WITH THE SOUTH LINE OF SAID LOT 1, A RADIAL LINE TO SAID INTERSECTION BEARS OF NORTH 64°
24'55" EAST, AND THE TERMINUS OF THE LINE
DESCRIBED HERE.

THE WESTERLY LINE IS TO BE SH ORTH EN ED AS TO TERMINATE IN THE SOUTH LINE OF SAID LOT 1.

CONTAINING: 8,907.0 SQUARE FEET (0.205 ACRES), MORE OR LESS.

STRIP NO. 3:

LYING EASTLERL Y OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE:

THE EASTERLY LINE IS TO BE LENGTHENED AS TO TERMINATE IN THE SOUTH LINE OF SAID LOT 1.

CONTAINING: 9,091.6 SQUARE FEET (0.209 ACRES), MORE OR LESS.

STRIP NO. 4:

THE SOUTH 10.00 FEET OF SAID LOT 1 OF THE COACHELLA LAND AND WATER COMPANY'S SUBDIVISION OF SECTION 5, LYING EASTERLY OF THE ABOVE DESCRIBED STRIP NO. 3.

Page 4 of 5 ends

Page 54 of 129 ends

Page 225 ends

Item 7.

CONTAINING: 125.0 SQUARE FEET, MORE OR LESS.

STRIP NO. 5:

EXHIBIT"A"

LEGAL DESCRIPTION
LYING NORTHERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE:

TANGENT REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,497.00 FEET, A RADIAL LINE TO SAID BEGINNING BEARS SOUTH 32°00'22" WEST;

THENCE NORTHWESTERLY ALONG SAID REVERSE CURVE AN ARC LENGTH OF 276.36 FEET THROUGH A CENTRAL ANGLE OF 10°
34'39" TO ITS
INTERSECTION WITH THE WEST LINE OF SAID LOT 1, A RADIAL LINE TO WHICH BEARS NORTH 21°25'43" EAST, AND THE TERMINUS OF THE LINE DESCRIBED HERE.

THE NORTHERLY LINE IS TO BE LENGTHENED AS TO TERMINATE IN THE WEST LINE OF SAID LOT 1.

CONTAINING: 4,358.9 SQUARE FEET (0.100 ACRES), MORE OR LESS.

SUBJECT TO ALL COVENANTS, RIGHTS, RIGHT-OF-WAY AND EASEMENTS OF RECORD.

SEE EXHIBIT 'B' ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF.

NVS INC.:

PRE ARED BY ME OR UNDER MY DIRECTION:
�
DATE
tf u, 'L<l'Uf

Page 5 of 5 ends

�,__ .•\
---�L /.,!.
•/ '
I J,W S. ,-i1 L . •. rl,\lu,� ;,
/ --� "'07

Page 55 of 129 ends

Page 226 ends

Item 7.
'A'
It)
N
�
w z
::J
Cl
C2
C3
EXHIBIT 1B
1 LOT 1
CLWC SUB. OF SEC. 5

CURVE DATA
L=118.10' R=115.00' A=58'50'23"
L=214.96' R=1,390.00' A=0B'51 '38"
L=157.19' R=1,403.00' A=06'25'1 o·

64.00'
N63'02' 46"E(R)
STRIP No. 2 POINT 'B'
'
\
91854"
'19'26"E
(Rf--
L=205.69'
R=476.00'
!:!��!'�12..
(R)
A:24°
45'31"
N61"33'55"E(R)
r I //'#r--12.00'
STRIP No. 3
10' WIDE T.C.E.
9,091.6 SQUARE FEET
\.(� �� :-;:..�.
10' VilDE T.C.E. --====::l-;,<//
NOTES:

CLWC INDICATES COACHELLA LAND AND WATER COMPANY'S
SUBDIVISION OF SEC. 5, M.B. 4/53.

P.O.B. POINT OF BEGINNING
T.P.O.B. TRUE POINT OF BEGINNING
O.R. OFFICIAL RECORDS
M.B. MAP BOOK
(R) INDICATES RADIAL BEARING
T.C.E. lEMPORARY CONSTRUCTION EASEMENT
8,907.4 SQUARE FEET
V/171111,1 AS DESCRIBED IN ATTACHED EXHIBIT 'A' LEGAL DESCRIPTION; _......,......, CONTAINS: 206,269.4 SQUARE FEET (4.735 ACRES), MORE OR LESS SEE
POR. SEC. 5, TOWNSHIP 6 SOUTH, RANGE 8 EAST, S.8,M.

SHEET 2
NIVI�
0 75'
1" = 150'
150'

IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE SHEET NUMBER NIVIS
42-829 COOK STREET, SUITE 104 PALM DESERT, CA 92211
A VENUE 50 BRIDGE PROJECT

ADDITIONAL RIGHT-OF-WAY
760.341,3101 TEL 760.341.5999 FAX WWW.NVS.COM PREPARED FOR: ANGENIOUS ENG. SER. DATE: SEPT. , 2022 1 OF 2 SHEETS

JOB NUMBER
227621-0000168.00

Page 56 of 129 ends

Page 227 ends

Item 7.

NOTES:

SEE SHE ET
��i 'a! �<£i :.J. � c:> o.-sv. �-. -� 64.00'7
N63'02' 46"E(R)
POINT 18
1 EXHIBIT 'B'
'b Q,·q,, 19.
3'55"E(R)
.oo·
?cj>.
{9, �>.
/
_____ N32'45'28"E / }
{R)
SlRIP No. 2
10' WIDE T.C.E.
8907.4 SQUARE FEET
s0<o· \,�(, C 778-170-011
STRIP No. 3
1 O' WIDE T.C.E.
9,091.6 SQUARE FEET s
s�C- 0�
SlRIP No. 4
10' WIDE T.C.E.

25.0 SQUARE FEET
N89'54'50"E
SOUlH LINE OF LOT 1 CLWC SUB. OF SEC. 5
1366.67'
N64 '24'55"E(R)
------�
\
LOT 6
CLWC SUB. OF SEC. 5

57.32'
N89'54'50"E
_____
N65'38'34"E / /
{R)

CLWC INDICATES COACHELLA LAND AND WATER COMPANY'S
SUBD!VlSION OF SEC. 5, M.B. 4/53.

P.O.B. POINT OF BEGINNING
T.P.O.B. TRUE POINT OF BEGINNING
O.R. OFFICIAL RECORDS
M.8. MAP BOOK
(R) INDICATES RADIAL BEARING
T.C.E. TEMPORARY CONSTRUCTION EASEMENT
Vl/l/JIA AS DESCRIBED IN ATTACHED EXHIBIT 'A' LEGAL DESCRIPTION; CONTAINS: 206,269.4 SQUARE FEET (4.735 ACRES), MORE OR LESS NIVl5
42-829 COOK STREET, SUITE 104 PALM DESERT, CA 92211
POR. SEC. 5, TOWNSHIP 6 SOUTH, RANGE 8 EAST, S.B.M.

IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE
A VENUE 50 BRIDGE PROJECT

ADDITIONAL RIGHT-OF-WAY
0 NJVl5
I
75' 150'
1" = 150'

SHEET NUMBER
2 OF 2 SHEETS

JOB NUMBER
760.341.3101 TEL 760,341.5999 FAX WWW.NVS.COM PREPARED FOR: ANGENIOUS ENG. SER. DATE: SEPT. , 2022 227621·0000168.00

Page 57 of 129 ends

Page 228 ends

Item 7.

EXHIBIT 'A'

LEGAL DESCRIPTION
PARCEL '8':

COMMENCING AT A THE NORTHEAST CORNER OF SAID SECTION 5; THENCE ALONG THE EAST LINE OF SAID SECTION 5, SOUTH 00° 04'46" WEST A
DISTANCE OF 956.36 FEET TO THE SOUTH LINE OF TYLER STREET AS DESCRIBED BY DOCUMENT RECORDED MARCH 1, 1961 AS INSTRUMENT NO. 17583, OF OFFICIAL RECORDS;
THENCE ALONG SAID SOUTH LINE, NORTH 45°
55'48" WEST A DISTANCE OF 41.70
FEET TO ITS INTERSECTION WITH A LINE PARALLEL WITH AND 30.00 FEET WEST OF (AS MEASURED AT RIGHT ANGLE) THE EAST LINE OF SAID SECTION 5, AND THE POINT OF BEGINNING;
THENCE CONTINUING NORTH 45°55'48" WEST ALONG SAID SOUTH LINE, A DISTANCE OF 30.13 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 50.00 FEET, A RADIAL LINE AT SAID BEGINNING BEARS NORTH 52°
42'10" WEST;
THENCE SOUTHERLY ALONG SAID CURVE AN ARC LENGTH OF 56.46 FEET THROUGH A CENTRAL ANGLE OF 64°
41'56" TO THE BEGINNING OF A TANGENT
LINE;
THENCE ALONG SAID TANGENT LINE, SOUTH 27°
24'06" EAST A DISTANCE OF 35.14
FEET TO ITS INTERSECTION WITH A LINE PARALLEL WITH AND 40.00 FEET WEST OF (AS MEASURED AT RIGHT ANGLE) THE EAST LINE OF SAID SECTION 5; THENCE ALONG SAID PARALLEL LINE, SOUTH 00°
04'46" WEST A DISTANCE OF

75.57 FEET TO THE SAID SOUTH LINE OF TYLER STREET AND THE POINT OF BEGINNING;
CONTAINING: 2,016.0 SQUARE FEET, MORE OR LESS.

Page 1 ends

Page 58 of 129 ends

Page 229 ends

Item 7.

EXHIBIT 'A'

LEGAL DESCRIPTION

SUBJECT TO ALL COVENANTS, RIGHTS, RIGHT-OF-WAY AND EASEMENTS OF RECORD.

SEE EXHIBIT 'B' ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF.

NV5 INC.:

PREPARED BY ME OR UNDER MY DIRECTION:
,....

PLS NO. 8207

Page 2 of 2 ends

Page 59 of 129 ends

Page 230 ends

Item 7.

NOTES:

L=43.98'
R=56.46'
�64'41'56.
778-170-011

EXHIBIT 'B'
AVENUE 50 32 33
P�O.C. - 5 I -4
NORTHEAST COR. SEC. 5, j
T.6S.,R.8E.,S.B.M.

N45'55' 48"W

30.13'
ln

CLWC INDICATES COACHELLA LAND AND WATER
COMPANY'S SUBDIVISION OF SEC. 5, M.B. 4/53. 30'
�
�
P.O.B. POINT OF BEGINNING
O.R. OFFICIAL RECORDS
M.B. MAP BOOK
(R) INDICATES RADIAL BEARING
t1/l///l/,J
T.C.E. lEMPORARY CONSTRUCTION EASEMENT
AS DESCRIBED IN ATTACHED EXHIBIT 'A' LEGAL DESCRIPTION; CONTAINS: 2,016.0 SQUARE FEET, MORE OR LESS
NIVl5
42-829 COOK STREET, SUITE 104 PALM DESERT, CA 92211
POR. SEC. 5, TOWNSHIP 6 SOUTH, RANGE 8 EAST, S.B.M.

IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE
A VENUE 50 BRIDGE PROJECT

ADDITIONAL RIGHT-OF-WAY
0 760.341.3101 TEL 760.341.5999 FAX WWW.NVS.COM PREPARED FOR: ANGENIOUS ENG. SER. DATE: SEPT. , 2022 20' 40'
1'' = 40'

SHEET NUMBER
1 OF 1 SHEETS

JOB NUMBER
227621·0000168.00

Page 60 of 129 ends

Page 231 ends

Item 7.

EXHIBIT 'A'

LEGAL DESCRIPTION

ITS INTERSECTION WITH A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,100.00 FEET, A RADIAL LINE TO SAID INTERSECTION BEARS NORTH 64° 24'55" EAST;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 18.94 FEET THROUGH A CENTRAL ANGLE OF 00°
59'11" TO THE BEGINNING OF A TANGENT COMPOUND CURVE
CONCAVE SOUTHWESTERLY AND HAVING A RAIUS OF 442.00 FEET, A RADIAL LINE TO SAID BEGINNING BEARS NORTH 65°
24'06" EAST;

THENCE CONTINUING SOUTHEASTERLY ALONG SAID COMPOUND CURVE AN ARC LENGTH OF 64.53 FEET THROUGH A CENTRAL ANGLE OF 08°
21'55" TO THE BEGINNING OF A
TANGENT LINE;
THENCE SOUTH 16°
13'59" EAST ALONG SAID TANGENT LINE A DISTANCE OF 100.88 FEET

TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 908.00 FEET;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 82.53 FEET THROUGH A CENTRAL ANGLE OF 05°
12'29" TO A POINT OF CUSP IN A LINE PARALLEL WITH AND 30.00 FEET WEST OF (AS MEASURED AT RIGHT ANGLE) THE EAST LINE OF SAID SECTION 5, A RADIAL LINE TO SAID POINT BEARS NORTH 78°
58'30" EAST;
THENCE ALONG SAID PARALLEL LINE,' NORTH 00°
04'46" EAST A DIST ANGE OF 254.74 FEET
TO THE POINT OF BEGINNING;
CONTAINING: 8,805.2 SQUARE FEET, MORE OR LESS.

FEET TO ITS INTERSECTION WITH A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 1,100.00 FEET AND THE POINT OF BEGINNING, A RADIAL LINE TO SAID INTERSECTION BEARS NORTH 64°
24'55" EAST;

Page 1 of 2 ends

Page 61 of 129 ends

Page 232 ends

Item 7.

LEGAL DESCRIPTION

THENCE CONTINUING SOUTHEASTERLY ALONG SAID COMPOUND CURVE AN ARC LENGTH OF 64.53 FEET THROUGH A CENTRAL ANGLE OF 08°
21 '55" TO THE
BEGINNING OF A TANGENT LINE;
THENCE SOUTH 16°
13'59" EAST ALONG SAID TANGENT LINE A DISTANCE OF 100.88

FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 908.00 FEET;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 82.53 FEET THROUGH A CENTRAL ANGLE OF 05°
12'29" TO A POINT IN A LINE PARALLEL WITH
AND 30.00 FEET WEST OF (AS MEASURED AT RIGHT ANGLE) THE EAST LINE OF SAID SECTION 5, A RADIAL LINE TO SAID POINT BEARS NORTH 78° 58'30" EAST AND
TERMINUS OF LINE DESCRIBED HEREIN.

THE SOUTHWESTERLY LINE IS TO BE LENGTHENED AS TO TERMINATE IN THE NORTH LINE OF SAID LOT 6.

CONTAINING: 2680.1 SQUARE FEET, MORE OR LESS.

SUBJECT TO ALL COVENANTS, RIGHTS, RIGHT-OF-WAY AND EASEMENTS OF RECORD.

SEE EXHIBIT 'B' ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF.

NV5 INC.:

PREPARED BY ME OR UNDER MY DIRECTION.
/:'? ✓- ?� �(-:u,/;J..J
JAYS. FAHRION
PLS NO. 8207
DATE

Page 2 of 2 ends

Page 62 of 129 ends

Page 233 ends

Item 7.

EXHIBIT 'B'
LOT 1 Cl WC SUB. OF SEC 5
A N89"54'50"E
--\{- - -
Cl
L=18.94'
R=l,100.00'
.t.-=00'59'11"
1258.15'
778-180-004
LOT 6
CLWC SUB. OF SEC. 5
I
-}
I
I
___k.. - +- - N89'53'11 "E 1332.90'
NOTES: lOT 7 CLWC SUB. OF SEC. 5

CLWC INDICATES COACHELLA LAND AND WATER COMPANY'S
SUBDIVISION OF SEC. 5, M.8. 4/53.

P.0.8. POINT OF BEGINNING
O.R. OFFICIAL RECORDS
M.B. MAP BOOK
(R) INDICATES RADIAL BEARING
T.C.E. TEMPORARY CONSTRUCTION EASEMENT
VIIJi//21 AS DESCRIBED IN ATTACHED EXH. 'A' LEGAL DESCRIPTION; CONTAINS: 8,805.2 SQUARE FEET, MORE OR LESS
N89'54'50"E
I
P.O.B.
_ _J
3 0'
V)
�
LI")
w
V1
LI... 0
w:z
::J
tnl
<C w
\ --
CALLE

MENDOZA
/ --
r
I
�--
1 I
i
30' -f-
\_
CALLE

BOUGANVILIA
U5
0 J
o' 60'
POR. SEC. 5, TOWNSHIP 6 SOUTH, RANGE 8 EAST, S.B.M.

NIVl5
42-829 COOK STREET, SUITE 104 PALM DESERT, CA 92211
IN THE CITY OF COACHELlA. COUNTY OF RIVERSIDE
A VENUE 50 BRIDGE PROJECT

ADDITIONAL RIGHT-OF-WAY
760.341.31□1TEL760341.S999FAX WWW.NVSCOM PREPARED FOR: ANGENIOUS ENG. SER. DATE: SEPT. , 2022 SHEET NU"4BER
1 OF 1 SHEETS

JOB NUMBER
221e21-00001ee.oo

Page 63 of 129 ends

Page 234 ends

Item 7.

EXHIBIT 'A'

LEGAL DESCRIPTION

COMMENCING AT A THE NORTHEAST CORNER OF SAID SECTION 5; THENCE ALONG THE EAST LINE OF SAID SECTION 5, SOUTH 00° 04'46" WEST A DISTANCE
OF 335.77 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 00°
04'46" WEST ALONG SAID EAST LINE, A DISTANCE OF
117.93 FEET;
THENCE LEAVING SAID EAST LINE, SOUTH 76°
47'36" WEST A DISTANCE OF 28.21 FEET TO

THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 1,718.19 FEET;
THENCE SOUTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 352.37 FEET THROUGH A CENTRAL ANGLE OF 11°
45'01" TO THE BEGINNING OF A TANGENT LINE;
THENCE SOUTH 88°
32'38" WEST A DISTANCE OF 4.21 FEET TO A POINT ON THE

NORTHEASTERLY LINE OF TYLER STREET AS DESCRIBED IN EASEMENT GRANT RECORDED MARCH 1, 1961 AS INSTRUMENT NO. 17583 OFFICIAL RECORDS, SAID LINE

CONTAINING: 53,872.8 SQUARE FEET, MORE OR LESS.

TOGETHER WITH AN EASEMENT FOR TEMPORARY CONSTRUCTION PURPOSES, A PORTION OF SAID NORTHEAST QUARTER OF SECTION 5, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

Page 1 of 4 ends

Page 64 of 129 ends

Page 235 ends

Item 7.

TCE AREA 'A':

COMMENCING AT A THE NORTHEAST CORNER OF SAID SECTION 5;

EXHIBIT 'A'

OF A TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 1,563.87 FEET;
THENCE WESTERLY ALONG SAID CURVE AN ARC LENGTH OF 443.55 FEET THROUGH A CENTRAL ANGLE OF 16°
15'01" TO THE BEGINNING OF A TANGENT
LINE;
THENCE NORTH 86°
28'58" WEST A DISTANCE OF 41.31 FEET TO A POINT ON THE

NORTHEASTERLY LINE OF TYLER STREET AS DESCRIBED IN EASEMENT GRANT RECORDED MARCH 1, 1961 AS INSTRUMENT NO. 17583 OFFICIAL RECORDS, SAID

THENCE NORTHWESTERLY ALONG SAID CURVED RIGHT-OF-WAY AN ARC LENGTH OF 467.02 FEET THROUGH A CENTRAL ANGLE OF 02°
48'07" TO ITS INTERSECTION
WITH A LINE PARALLEL WITH AND 30.00 FEET SOUTH OF (AS MEASURED AT RIGHT ANGLE) THE NORTH LINE OF SAID SECTION 5, AND TO WHICH A RADIAL LINE BEARS SOUTH 46°
52'19" WEST
THENCE ALONG SAID PARALLEL LINE, NORTH 89°
59'03" EAST A DISTANCE OF
213.88 FEET TO A POINT ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 9,395.00 FEET AND TO WHICH A RADIAL LINE BEARS SOUTH 45° 58'49"
WEST;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 313.26 FEET THROUGH A CENTRAL ANGLE OF 01 °54'38" TO THE BEGINNING OF A TANGENT LINE;
THENCE SOUTH 45°
55'48" EAST A DISTANCE OF 42.68 FEET TO ITS INTERSECTION WITH A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 1,463.87 FEET, AND TO WHICH POINT A RADIAL LINE BEARS NORTH 00°
28'13" EAST;
THENCE EASTERLY ALONG SAID CURVE AN ARC LENGTH OF 339.01 FEET THROUGH A CENTRAL ANGLE OF 13°
16'07" TO ITS INTERSECTION WITH A NONTANGENT LINE TO WHICH A RADIAL LINE BEARS NORTH 12° 47'55" WEST;
THENCE, NORTH 45°
55'48" WEST A DISTANCE OF 309.21 FEET TO ITS
INTERSECTION WITH A LINE PARALLEL WITH AND 30.00 FEET SOUTH OF (AS MEASURED AT RIGHT ANGLE) THE NORTH LINE OF SAID SECTION 5; THENCE ALONG SAID PARALLEL LINE, NORTH 89°
59'03" EAST A DISTANCE OF
194.04 FEET TO ITS INTERSECTION WITH THE NORTHEASTERLY RIGHT-OF-WAY PAGE 2 OF 4

Page 65 of 129 ends

Page 236 ends

Item 7.

EXHIBIT 'A'

LEGAL DESCRIPTION
LINE OF THE COACHELLA VALLEY STORMDRAIN CHANNEL AS BY DRAWING NO. 1758-6 ON FILE WITH THE COACHELLA VALLEY WATER DISTRICT, FILE NO. 4936; THENCE ALONG SAID NORTHEASTERLY RIGHT-OF-WAY LINE SOUTH 45° 55'48"
EAST A DISTANCE OF 112.83 FEET TO A POINT IN THE EAST LINE OF SAID SECTION 5 AND FROM WHICH THE NORTHEAST CORNER OF SAID SECTION 5 BEARS NORTH 00°
04'46" EAST A DISTANCE OF 108.51 FEET;
THENCE ALONG SAID EAST LINE, SOUTH 00°04'46" WEST A DISTANCE OF 227.27 FEET TO THE TRUE POINT OF BEGINNING.

CONTAINING: 142,642.8 SQUARE FEET (3.275 ACRES), MOR
.

E OR LESS
TCE AREA 'B':

A TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 1,718.19 FEET;
THENCE NORTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 352.37 FEET THROUGH A CENTRAL ANGLE OF 11°45'01" TO THE BEGINNING OF A TANGENT LINE;
PAGE 3 OF 4

Page 66 of 129 ends

Page 237 ends

Item 7.

EXHIBIT 'A'

LEGAL DESCRIPTION
THENCE NORTH 76°
47'36" EAST A DISTANCE OF 28.21 FEET TO THE EAST LINE OF SAID SECTION 5 AND THE TRUE POINT OF BEGINNING.

CONTAINING: 72,746.1SQUARE FEET (1.670 ACRES), MORE OR LESS

ALL SUBJECT TO ALL COVENANTS, RIGHTS, RIGHT-OF-WAY AND EASEMENTS OF RECORD.

SEE EXHIBIT 'B' ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF.

NVS INC.:

PREPARED BY ME OR UNDER MY DIRECTION:
� �_$.7� #? S. FAHRION
PLS NO. 8207
PAGE4OF4

Page 67 of 129 ends

Page 238 ends

Item 7.

DETAIL

NO SCALE
NIV/5
I
0 75' 150'
1" = 150'
NIVl5

EXHIBIT 'B'
AVENUE 50

MPORARY CONSTRUCTION
EASEMENT (T.CE.)
NOTES:

L=83.

A •8• R=1818.1
RES lF02'37'
32 CLWC INDICATES COACHELLA LAND AND WATER COMPANY'S
SUBDIVISION OF SEC. 5, M.B. 4/53.

P.O.B. POINT OF BEGINNING
O.R. OFFICIAL RECORDS
M.B. MAP BOOK
(R) INDICATES RADIAL BEARING
T.C.E. TEMPORARY CONSTRUCTION EASEMENT
3 3 T.5S. R.BE.

Lu z
::::;
IC/) < Lu
T.6S. R.BE.

P.0.C.

NORTHEAST CORNER
OF SECTION 5
763-020-019
f1//lffA AS DESCRIBED IN ATTACHED EXHIBIT 'A' LEGAL DESCRIPTION; CONTAINS: 53,872.8 SQUARE FEET, MORE OR LESS
POR. SEC. 5, TOWNSHIP 6 SOUTH, RANGE 8 EAST, S.B.M.

IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE
A VENUE 50 BRIDGE PROJECT

ADDITIONAL RIGHT-OF-WAY

SHEET NUMBER
1 OF 1 SHEETS
42-829 COOK STREET, SUITE 104 PALM DESERT, CA 92211 JOB NUMBf.R 227621-0000168.00 760.341.3101TEL 7603415999FAX WWWNVS.COM PREPARED FOR: ANGENIOUS ENG. SER. DATE: SEPT. , 2022

Page 68 of 129 ends

Page 239 ends

Item 7.

Page 69 of 129 ends

CERTIFICATE OF ACCEPTANCE

PERMANENT ROADWAY EASEMENT DEED
This is to certify that the interest in the real property conveyed by the Permanent Roadway Easement Deed from PETER RABBIT FARMS, Inc., a California Corporation (“GRANTORS”) to the CITY OF COACHELLA (“GRANTEE”), is hereby accepted by the undersigned on behalf of the City Council of the City of Coachella, and the GRANTEE consents to recordation thereof by its duly authorized officer.

Date Andrew Simmons
City Engineer

Page 240 ends

Item 7.

Page 70 of 129 ends

Recorded at the request of
City of Coachella
When Recorded Mail to:

City of Coachella
c/o: Paragon Partners
Consultants, Inc.
5600 Katella Avenue, Suite 100
Cypress, CA 90630

EXHIBIT D
This document is recorded for the benefit of the
City of Coachella and is therefore exempt from the
payment of the recording fee pursuant to
Government code Section 6103 and from the
payment of the documentary transfer tax pursuant
to Revenue and Taxation Code Section 11922.

Space above this line for Recorder's Use

TEMPORARY CONSTRUCTION EASEMENT DEED
Parcel Nos. CV-15, CV-16 & CV-18
Assessor's Parcel Numbers: 778-170-011, 778-180-004 and 778-170-012 Federal Project No. BR-NBIL 536
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, PETER RABBIT FARMS, Inc., a California Corporation, (“GRANTORS”), hereby grant to the CITY OF COACHELLA, a municipal corporation (“GRANTEE”), its successors and assigns, an exclusive Temporary Construction Easement for street, highway and public utility purposes over, under, and upon the real property in the City of Coachella, County of Riverside, State of California described as follows:

More particularly described and depicted in Exhibit “A” and Exhibit “B”, attached hereto, and made apart hereof, together with all necessary and convenient means of ingress and egress to and from said easement or strip or parcel of land, for the purpose of constructing streets, highways, and public utilities.

Temporary Construction Easement shall be for a thirty-six (36) month period, to commence September 01, 2025 and to terminate August 31, 2028.

At the expiration of the Temporary Construction Easement, GRANTEE shall restore such property to a condition as near as practicable to the condition that existed immediately prior to GRANTEE'S operations.

Dated this __________ day of ___________, 20______.

PETER RABBIT FARMS, Inc., a California Corporation
By: __________________________ By: ___________________________ John Powell, Jr.

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Item 7.

Page 71 of 129 ends

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

Page 242 ends

Item 7.

EXHIBIT 'A'

LEGAL DESCRIPTION
PARCEL 'A':

26.64 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINI NG ALONG SAID WEST LINE, SOUTH 00°
05'05" EAST A DISTANCE OF 101.57

FEET TO ITS INTERSECTION WITH A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,403.00 FEET, A RADIAL LINE TO SAID INTERSECTION BEARS NORTH 22° 57'00"
EAST, SAID INTERSECTION ALSO BEING POINT 'A' HERINAFTER REFERRED TO; THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 221. 76 FEET THROUGH A CENTRAL ANGLE OF 09°
03'22" TO THE BEGINNING OF A NON-TANGENT LINE, A RADIAL LINE TO SAID CURVE BEARS NORTH 32°
00'22" EAST;
THENCE ALONG SAID NON-TANGENT LINE, SOUTH 50°
12'08" EAST A DISTANCE OF 172.65

FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 604.00 FEET, A RADIAL LINE TO SAID CURVE BEARS NORTH 88°46'38" WEST;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 297.03 FEET THROUGH A CENTRAL ANGLE OF 28°
10'37" TO ITS INTERSECTION WITH A RADIAL LINE TO SAID CURVE HAVING A BEARING OF SOUTH 63°
02'46" WEST;
THENCE NORTH 63°
02'46" EAST ALONG SAID RADIAL LINE, A DISTANCE OF 64.00 FEET TO

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Item 7.

EXHIBIT"A"

LEGAL DESCRIPTION
REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,100.00 FEET, A RADIAL LINE TO SAID BEGINNING BEARS NORTH 32°
45'28" EAST;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 607 .78 FEET THROUGH A CENTRAL ANGLE OF 31 °
39'28" TO ITS INTERSECTION WITH THE SOUTH LINE OF SAID LOT 1, A RADIAL LINE TO SAID INTERSECTION BEARS OF NORTH 64° 24'55" EAST;
THENCE NORTH 89°
54'50" EAST ALONG SAID SOUTH LINE, A DISTANCE OF 57.32 FEET TO

ITS INTERSECTION WITH A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,152.00 FEET, A RADIAL LINE TO SAID INTERSECTION BEARS NORTH 65°
38'34" EAST, SAID INTERSECTION ALSO BEING POINT 'C' HERINAFTER REFERRED TO; THENCE NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 661.19 FEET THROUGH A CENTRAL ANGLE OF 32°53'06" TO THE BEGINNING OF A TANGENT REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 488.00 FEET, A RADIAL LINE TO SAID BEGINNING BEARS SOUTH 32°45'28" WEST;
THENCE NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 245.36 FEET THROUGH A CENTRAL ANGLE OF 28°48'27" TO ITS INTERSECTION WITH A RADIAL LINE TO SAID CURVE HAVING A BEARING OF SOUTH 61 °
33'55" WEST;
THENCE NORTH 61°33'55" EAST ALONG SAID RADIAL LINE, A DISTANCE OF 12.00 FEET TO

ITS INTERSECTION WITH A CONCENTRIC CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 476.00 FEET;
THENCE NORTHWESTERLY ALONG SAID CONCENTRIC CURVE AN ARC LENGTH OF 205.69 FEET THROUGH A CENTRAL ANGLE OF 24°
45'31" TO THE BEGINNING OF A NON-TANGENT
LINE, A RADIAL LINE TO SAID BEGINNING BEARS NORTH 86°
19'26" EAST;
THENCE NORTH 49°
08'40" EAST A DISTANCE OF 12.25 FEET THE BEGINNING OF A NONTANGENT CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1,550.00 FEET, A RADIAL LINE TO SAID CURVE BEARS SOUTH 11°
10'42" WEST;
THENCE SOUTHEASTERLY ALONG SAID CURVE, AN ARC LENGTH OF 251.99 FEET THROUGH A CENTRAL ANGLE OF 09°
18'54" TO ITS INTERSECTION WITH THE
SOUTHWESTERLY LINE OF TYLER STREET, AS DESCRIBED IN DEED RECORDED MARCH 1, 1961 AS INSTRUMENT NO. 17583, OFFICIAL RECORDS, A RADIAL LINE TO SAID INTERSECTION BEARS SOUTH 01 °
51 '48" WEST;
THENCE ALONG SAID SOUTHWESTERLY LINE, NORTH 45°
55'48" WEST A DISTANCE OF
193.07 FEET THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 9,610.00 FEET;
THENCE NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 305.19 FEET THROUGH A CENTRAL ANGLE OF 01 °
49'10" TO A POINT OF CUSP WITH A TANGENT CURVE
CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 115.00 FEET, AND TO WHICH A RADIAL LINE BEARS SOUTH 45°
53'22" WEST;

Page 2 of 5 ends

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Item 7.

EXHIBIT"A"

LEGAL DESCRIPTION
THENCE SOUTH 60°
30'49" WEST A DISTANCE OF 23.92 FEET TO ITS INTERSECTION WITH A NON-TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1,390.00 FEET, A RADIAL LINE TO SAID INTERSECTION BEARS SOUTH 16° 43'35" WEST;
THENCE NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 214.96 FEET THROUGH A CENTRAL ANGLE OF 08°
51 '38" TO ITS INTERSECTION WITH A RADIAL LINE TO
SAID CURVE HAVING A BEARING OF SOUTH 25°
35'12" WEST;
THENCE ALONG SAID RADIAL LINE, SOUTH 25°
35'12" WEST, A DISTANCE OF 13.00 FEET TO

ITS INTERSECTION WITH A CONCENTRIC CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1,403.00 FEET, SAID INTERSECTION ALSO BEING POINT '0' HERINAFTER REFERRED TO;
THENCE NORTHWESTERLY ALONG SAID CONCENTRIC CURVE AN ARC LENGTH OF 157.19 FEET THROUGH A CENTRAL ANGLE OF 06°
25'1 O" TO THE BEGINNING OF A TANGENT
REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,497.00 FEET, A RADIAL LINE TO SAID BEGINNING BEARS SOUTH 32°
00'22" WEST;
THENCE NORTHWESTERLY ALONG SAID REVERSE CURVE AN ARC LENGTH OF 276.36 FEET THROUGH A CENTRAL ANGLE OF 10°
34'39" TO ITS INTERSECTION WITH THE WEST
LINE OF SAID LOT 1, A RADIAL LINE TO WHICH BEARS NORTH 21 ° 25'43" EAST, AND THE
TRUE POINT OF BEGINNING.

CONTAINING: 206,269.4 SQUARE FEET (4.735 ACRES), MORE OR LESS.

TOGETHER WITH AN EASEMENT 10.00 FEET IN WIDTH FOR TEMPORARY CONSTRUCTION PURPOSES, A PORTION SAID LOT 1 OF THE COACHELLA LAND AND WATER COMPANY'S SUBDIVISION OF SECTION 5, DESCRIBED AS FOLLOWS:

STRIP N0.1:

LYING SOUTHERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE:

BEGINNING AT THE AFOREMENTIONED POINT 'A', A POINT ON A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,403.00 FEET, A RADIAL LINE TO SAID POINT BEARS NORTH 22°
57'00" EAST
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 221.76 FEET THROUGH A CENTRAL ANGLE OF 09°03'22" TO THE BEGINNING OF A NON-TANGENT LINE, A RADIAL LINE TO SAID CURVE BEARS NORTH 32° 00'22"
EAST;
THENCE ALONG SAID NON-TANGENT LINE, SOUTH 50°12'08" EAST A DISTANCE OF 172.65 FEET AND THE TERMINUS OF THE LINE DESCRIBED HERE.

THE SOUTHERLY LINE IS TO BE SHORTHENED AS TO TERMINATE IN THE WEST LINE OF SAID LOT 1.

CONTAINING: 3,908.1 SQUARE FEET (0.090 ACRES), MORE OR LESS.

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Item 7.

STRIP NO. 2:

EXHIBIT"A"

LEGAL DESCRIPTION

LYING WESTLERL Y OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE:

TANGENT REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,100.00 FEET, A RADIAL LINE TO SAID BEGINNING BEARS NORTH 32°
45'28" EAST;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 607.78 FEET THROUGH A CENTRAL ANGLE OF 31 °39'28" TO ITS INTERSECTION WITH THE SOUTH LINE OF SAID LOT 1, A RADIAL LINE TO SAID INTERSECTION BEARS OF NORTH 64°
24'55" EAST, AND THE TERMINUS OF THE LINE
DESCRIBED HERE.

THE WESTERLY LINE IS TO BE SHORTHENED AS TO TERMINATE IN THE SOUTH LINE OF SAID LOT 1.

CONTAINING: 8,907.0 SQUARE FEET (0.205 ACRES), MORE OR LESS.

STRIP NO. 3:

LYING EASTLERL Y OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE:

THE EASTERLY LINE IS TO BE LENGTHENED AS TO TERMINATE IN THE SOUTH LINE OF SAID LOT 1.

CONTAINING: 9,091.6 SQUARE FEET (0.209 ACRES), MORE OR LESS.

STRIP NO. 4:

THE SOUTH 10.00 FEET OF SAID LOT 1 OF THE COACHELLA LAND AND WATER COMPANY'S SUBDIVISION OF SECTION 5, LYING EASTERLY OF THE ABOVE DESCRIBED STRIP NO. 3.

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Item 7.

CONTAINING: 125.0 SQUARE FEET, MORE OR LESS.

STRIP NO. 5:

EXHIBIT"A"

LEGAL DESCRIPTION
LYING NORTHERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE:

BEGINNING AT THE AFOREMENTIONED POINT 'D', A POINT ON A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1,403.00 FEET, A RADIAL LINE TO SAID POINT BEARS SOUTH 25 °35'12" WEST;
THENCE NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 157.19 FEET THROUGH A CENTRAL ANGLE OF 06°
25'10" TO THE BEGINNING OF A

TANGENT REVERSE CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,497.00 FEET, A RADIAL LINE TO SAID BEGINNING BEARS SOUTH 32°
00'22" WEST;

THE NORTHERLY LINE IS TO BE LENGTHENED AS TO TERMINATE IN THE WEST LINE OF SAID LOT 1.

CONTAINING: 4,358.9 SQUARE FEET (0.100 ACRES), MORE OR LESS.

SUBJECT TO ALL COVENANTS, RIGHTS, RIGHT-OF-WAY AND EASEMENTS OF RECORD.

SEE EXHIBIT 'B' ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF.

NV5 INC.:

PRE ARED BY ME OR UNDER MY DIRECTION:
� ; I u.- 1.au.r
DATE

Page 5 of 5 ends

�l�LGi
-,., ------ .....

I J;ffS l'JlH'' ,. • • :\l{.J,\I
! ·: !"' "t)!

Page 76 of 129 ends

Page 247 ends

Item 7.

C\I
'A'
'-'-0
a:i ::, U')

EXHIBIT 'B'
l::.«0.1J• ,1,,,08., .. 1,,,, ... ,.:. -. 42;-vu.oo,
'-'-0
].11:2.Q'� 1_ / ,_ - -�.
(
R) 30.28' /.,, .,,,,,
N3511'23"W /'
778-170-011 N88"46'38"W 1
_____ /
w z ::J
(R)
ui
�
LOT 1
CLWC SUB. OF SEC. 5

CURVE DATA
Cl L=118.10' R=115.00' '5=58"50'23"
C2 L=214.96' R=l,390.00' '5=08"51'38"
C3 L=157.19' R=l,403.00' '5=06'25'10·
NOTES:

CLWC INDICATES COACHELLA LAND AND WATER COMPANY'S
SUBDIVISION OF SEC. 5, M.B. 4/53.

P.O.B. POINT OF BEGINNING
T.P.O.B. TRUE POINT OF BEGINNING
O.R. OFFlCIAL RECORDS
M.B. MAP BOOK
(R) INDICATES RADIAL BEARING
T.C.E. TEMPORARY CONSTRUCTION EASEMENT
VJj 11 t//1 AS DESCRIBED IN ATTA CHED EXHIBIT 'A' LEGAL DESCRIPTION; ..... v✓ ..... « ..... u, ..... ,/,..... IA CONTAINS: 206,269.4 SQUARE FEET (4.735 ACRES), MORE OR LESS '
\
"18'54•
19'26"E
(Rf--
L=205.69'
R=476.00'
�Q!�'1!11�
(R)
'5=24"45'31"
N61"33'55"E(
R) I I I Ar:![------12.00'
STRIP No. 3
1 O' WIDE T.C.E.
9,091.6 SQUARE FEET
\.(� �,rs-�-½-
SEE SHEET 2
0 KIVI�
75'
POR. SEC. 5, TOWNSHIP 6 SOUTH, RANGE 8 EAST, S.8.M. ,· = 150' 150'

IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE SHEET NUMBER NIVIS
42-829 COOK STREET, SUITE 104 PALM DESERT, CA 92211
A VENUE 50 BRIDGE PROJECT

ADDITIONAL RIGHT-OF-WAY
760.341.3101 TEL 760.341.5999 FAX WWW.NVS.COM PREPARED FOR: ANGENIOUS ENG. SER. DATE: SEPT. , 2022 1 OF 2 SHEETS

JOB NUMBER
227821·0000168.00

Page 77 of 129 ends

Page 248 ends

Item 7.

SEE SHEET

EXHIBIT 'B'
L=205.69'
61"33'55"E(R)
""'"" -� 12.00'
<b� Q;q,, {s,.
� .-',:j>. 'f9, ..:>.>.

SlRIP No. 2
10' 'MDE T.C.E.
8907. 4 SQUARE FEET
sD<o· �c C'.: 778-170-011
STRIP No. 3
1 O' 'MDE T.C.E.
9,091.6 SQUARE FEET <=_,
stC·
0�
SlRIP No. 4
10' 'MDE T.C.E.

25.0 SQUARE FEET
I
N65"38'34"E
SOUlH LINE OF LOT 1 CLWC SUB. OF SEC. 5 N64'24'55"E(R) I (R)- - -l�-�r-----�N�8�9'5�4�•��•�E _____ �1��6�.6�7'---'-----_-_- __--_�_\....;;.:;�"""""�4--Jtui

57.32' �Lu
LOT 6
N89'54'50"E I !": \.__ _ N65'38'34"E / 1
-----' - 1
(R) I cc: - -
ii�:

CLWC SUB. OF SEC. 5
NOTES:

CLWC INDICATES COACHELLA LAND AND WATER CO MPANY'S
SUBDIVISION OF SEC. 5, M.B. 4/53.

P.O.B. POINT OF BEGINNING
T.P.O.B. TRUE POINT OF BEGINNING
O.R. OFFICIAL RECORDS
M.B. MAP BOOK
(R) INDICATES RADIAL BEARING
T.C.E. TEMPORARY CONSTRUCTION EASEMENT
VI 11/7/21 AS DESCRIBED IN ATTACHED EXHIBIT 'A' LEGAL DESCRIPTION; CONTAINS: 206,269.4 SQUARE FEET (4.735 ACRES), MORE OR LESS POR. SEC. 5, TOWNSHIP 6 SOUTH, RANGE 8 EAST, S.B.M.

IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE
A VENUE 50 BRIDGE PROJECT

ADDITIONAL RIGHT-OF-WAY
N!Yf5
I
t
75•
1" = 150'

SHEET NUMBER
2 150'
NIVl5
OF 2 SHEETS
42-829 COOK STREET, SUITE 104 PALM DESERT, CA 92211
760_341.3101 TEL 760.341,5999 FAX WWW.NVS.COM PREPARED FOR: ANGENIOUS ENG. SER. DATE: SEPT. , 2022

JOB NUMBER
227821·0000168.00

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Page 249 ends

Item 7.

EXHIBIT 'A'

LEGAL DESCRIPTION
PARCEL 'B':

COMMENCING AT A THE NORTHEAST CORNER OF SAID SECTION 5; THENCE ALONG THE EAST LINE OF SAID SECTION 5, SOUTH 00°04'46" WEST A DISTANCE OF 956.36 FEET TO THE SOUTH LINE OF TYLER STREET AS DESCRIBED BY DOCUMENT RECORDED MARCH 1, 1961 AS INSTRUMENT NO. 17583, OF OFFICIAL RECORDS;
THENCE ALONG SAID SOUTH LINE, NORTH 45°
55'48" WEST A DISTANCE OF 41.70
FEET TO ITS INTERSECTION WITH A LINE PARALLEL WITH AND 30.00 FEET WEST OF (AS MEASURED AT RIGHT ANGLE) THE EAST LINE OF SAID SECTION 5, AND THE POINT OF BEGINNING;
THENCE CONTINUING NORTH 45°
55'48" WEST ALONG SAID SOUTH LINE, A
DISTANCE OF 30.13 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 50.00 FEET, A RADIAL LINE AT SAID BEGINNING BEARS NORTH 52°
42'10" WEST;
THENCE SOUTHERLY ALONG SAID CURVE AN ARC LENGTH OF 56.46 FEET THROUGH A CENTRAL ANGLE OF 64°
41'56" TO THE BEGINNING OF A TANGENT
LINE;
THENCE ALONG SAID TANGENT LINE, SOUTH 27°
24'06" EAST A DISTANCE OF 35.14
FEET TO ITS INTERSECTION WITH A LINE PARALLEL WITH AND 40.00 FEET WEST OF (AS MEASURED AT RIGHT ANGLE) THE EAST LINE OF SAID SECTION 5; THENCE ALONG SAID PARALLEL LINE, SOUTH 00°
04'46" WEST A DISTANCE OF

12.00 FEET;
THENCE SOUTH 89°
55'14" EAST A DISTANCE OF 10.00 FEET TO A LINE PAERALLEL WITH AND 30.00 FEET WEST OF (AS MEASURED AT RIGHT ANGLE) THE EAST LINE OF SAID SECTION 5,
THENCE ALONG SAID PARALLEL LINE, NORTH 00°
04'46" EAST A DISTANCE OF

75.57 FEET TO THE SAID SOUTH LINE OF TYLER STREET AND THE POINT OF BEGINNING;
CONTAINING: 2,016.0 SQUARE FEET, MORE OR LESS.

Page 1 ends

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Item 7.

EXHIBIT 'A'

LEGAL DESCRIPTION

SUBJECT TO ALL COVENANTS, RIGHTS, RIGHT-OF-WAY AND EASEMENTS OF RECORD.

SEE EXHIBIT 18' ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF.

NV5 INC.:

PREPARED BY ME OR UNDER MY DIRECTION:
. AHRION ;);;-?-Jl-.,

0. 8207

Page 2 of 2 ends

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Item 7.

NOTES:

L=43.98'
R=56.46'
lF64'41'56"
778-170-011

EXHIBIT 'B'
AVENUE 50 32 33
P�O.C. - 5 I ·4
NORTHEAST COR. SEC. 5, j
T.6S.,R.8E.,S.B.M.

CLWC INDICAlES COACHELLA LAND AND WATER
COMPANY'S SUBDIVISION OF SEC. 5, M.B. 4/53. 30'
P.O.B. POINT OF BEGINNING

0.R. OFFICIAL RECORDS
M.B. MAP BOOK
(R) INDICATES RADIAL BEARING
ri1/IIJZZl
T.C.E. TEMPORARY CONSTRUCTION EASEMENT
AS DESCRIBED IN ATTACHED EXHIBIT 'A' LEGAL DESCRIPTION; CONTAINS: 2,016.0 SQUARE FEET, MORE OR LESS
NIVl5
42-829 COOK STREET, SUITE 104 PALM DESERT, CA 92211
POR. SEC. 5, TOWNSHIP 6 SOUTH, RANGE 8 EAST, S.B.M.

IN THE CllY OF COACHELLA, COUNlY OF RIVERSIDE
A VENUE 50 BRIDGE PROJECT

ADDITIONAL RIGHT-OF-WAY
0 - ·.,
NIV/5
20· 40
'
1" = 40'

SHEET NUMBER
1 OF 1 SHEETS

JOB NUMBER
760.341.3101 TEL 760.341.5999 FAX WWW.NVS.COM PREPARED FOR: ANGENIOUS ENG. SER. DATE: SEPT. , 2022 227821-0000168.00

Page 81 of 129 ends

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Item 7.

EXHIBIT 'A'

LEGAL DESCRIPTION

ITS INTERSECTION WITH A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,100.00 FEET, A RADIAL LINE TO SAID INTERSECTION BEARS NORTH 64° 24'55" EAST;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 18.94 FEET THROUGH A CENTRAL ANGLE OF 00°
59'11" TO THE BEGINNING OF A TANGENT COMPOUND CURVE
CONCAVE SOUTHWESTERLY AND HAVING A RAIUS OF 442.00 FEET, A RADIAL LINE TO SAID BEGINNING BEARS NORTH 65°
24'06" EAST;

TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 908.00 FEET;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 82.53 FEET THROUGH A CENTRAL ANGLE OF 05°
12'29" TO A POINT OF CUSP IN A LINE PARALLEL WITH AND 30.00 FEET WEST OF (AS MEASURED AT RIGHT ANGLE) THE EAST LINE OF SAID SECTION 5, A RADIAL LINE TO SAID POINT BEARS NORTH 78°
58'30" EAST;
THENCE ALONG SAID PARALLEL LINE,"NORTH 00°04'46" EAST A DISTANCE OF 254.74 FEET TO THE POINT OF BEGINNING;
CONTAINING: 8,805.2 SQUARE FEET, MORE OR LESS.

FEET TO ITS INTERSECTION WITH A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 1,100.00 FEET AND THE POINT OF BEGINNING, A RADIAL LINE TO SAID INTERSECTION BEARS NORTH 64°
24'55" EAST;

Page 1 of 2 ends

' ..

I l

Page 82 of 129 ends

Page 253 ends

Item 7.

LEGAL DESCRIPTION

EXHIBIT 'A'
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 18.94 FEET THROUGH A CENTRAL ANGLE OF 00°59'11" TO THE BEGINNING OF A TANGENT COMPOUND CURVE CONCAVE SOUTHWESTERLY AND HAVING A RAIUS OF 442.00 FEET, A RADIAL LINE TO SAID BEGINNING BEARS NORTH 65°
24'06" EAST;

THENCE CONTINUING SOUTHEASTERLY ALONG SAID COMPOUND CURVE AN ARC LENGTH OF 64.53 FEET THROUGH A CENTRAL ANGLE OF 08°
21 '55" TO THE
BEGINNING OF AT ANG ENT LINE;
THENCE SOUTH 16°13'59" EAST ALONG SAID TANGENT LINE A DISTANCE OF 100.88

FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 908.00 FEET;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 82.53 FEET THROUGH A CENTRAL ANGLE OF 05°
12'29" TO A POINT IN A LINE PARALLEL WITH
AND 30.00 FEET WEST OF (AS MEASURED AT RIGHT ANGLE) THE EAST LINE OF SAID SECTION 5, A RADIAL LINE TO SAID POINT BEARS NORTH 78° 58'30" EAST AND
TERMINUS OF LINE DESCRIBED HEREIN.

THE SOUTHWESTERLY LINE IS TO BE LENGTHENED AS TO TERMINATE IN THE NORTH LINE OF SAID LOT 6.

CONTAINING: 2680.1 SQUARE FEET, MORE OR LESS.

SUBJECT TO ALL COVENANTS, RIGHTS, RIGHT-OF-WAY AND EASEMENTS OF RECORD.

SEE EXHIBIT '8' ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF.

NV5 INC.:

PREPARED BY ME OR UNDER MY DIRECTION:
/ "7 ,,J.' ?-� r(:u,/;;,._J
JAYS. FAHRION
PLS NO. 8207
DATE

Page 2 of 2 ends

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Item 7.

EXHIBIT 'B'
LOT 1 CLWC SUB. OF SEC. 5
� N89'54'50"E --\[- - -
Cl
L=18.94'
R= 1,100.00'
6=00'59'11"
1258.15'
J-1�41 f 5.f.£ /
(R)
1 O' WIDE T.C.E. � _,.
2,680.1 SQUARE FEET � <e,
778-180-004
I� I�
I
�
I
I
LOT 6
CLWC SUB. OF SEC. 5
_lb_. - +- - N89'53'11"E 1332.90'
NOTES: l.OT 7 CLWC SUB. OF SEC. 5

CLWC INDICATES COACHELLA LAND AND WATER COMPANY'S
SUBDIVISION OF SEC. 5, M.B. 4/53.

P.O.B. POINT OF BEGINNING
O.R. OFFICIAL RECORDS
M.B. MAP BOOK
(R) INDICATES RADIAL BEARING
T.C.E. lEMPORARY CONSlRUCTION EASEMENT
Vf/j/)/IJ AS DESCRIBED IN ATTACHED EXH. 'A' LEGAL DESCRIPTION; CONTAINS: 8,805.2 SQUARE FEET, MORE OR LESS
v' ••
$ -1
I I P.O.B.
__ _J I
3 0' ILu
Lu I � \ V) --
� CALLE

MENDOZA
3 0'
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CALLE

BOUGANVILIA
11Yl5
0 JO' 60'
POR. SEC. 5, TOWNSHIP 6 SOUTH, RANGE 8 EAST, S.B.M.

NIVl5
42-829 COOK STREET, SUITE 104 PALM DESERT, CA 92211

IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE
A VENUE 50 BRIDGE PROJECT

ADDITIONAL RIGHT-OF-WAY
760.341.3101 TEL 760,341.5999 FAX WWW,NVS.COM PREPARED FOR: ANG EN IOUS ENG. SER. DATE: SEPT. , 2022 SHEET NUM8£R
1 OF 1 SHEElS

JOB NUMBER
227821·0000168.00

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Item 7.

EXHIBIT 'A'

LEGAL DESCRIPTION

COMMENCING AT A THE NORTHEAST CORNER OF SAID SECTION 5; THENCE ALONG THE EAST LINE OF SAID SECTION 5, SOUTH 00° 04'46" WEST A DISTANCE
OF 335.77 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 00°04'46" WEST ALONG SAID EAST LINE, A DISTANCE OF 117.93 FEET;
THENCE LEAVING SAID EAST LINE, SOUTH 76°
47'36" WEST A DISTANCE OF 28.21 FEET TO

THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 1,718.19 FEET;
THENCE SOUTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 352.37 FEET THROUGH A CENTRAL ANGLE OF 11 °
45'01" TO THE BEGINNING OF A TANGENT LINE;
THENCE SOUTH 88°
32'38" WEST A DISTANCE OF 4.21 FEET TO A POINT ON THE

NORTHEASTERLY LINE OF TYLER STREET AS DESCRIBED IN EASEMENT GRANT RECORDED MARCH 1, 1961 AS INSTRUMENT NO. 17583 OFFICIAL RECORDS, SAID LINE

CONTAINING: 53,872.8 SQUARE FEET, MORE OR LESS.

TOGETHER WITH AN EASEMENT FOR TEMPORARY CONSTRUCTION PURPOSES, A PORTION OF SAID NORTHEAST QUARTER OF SECTION 5, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

Page 1 ends

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Item 7.

TCE AREA 'A':

COMMENCING AT A THE NORTHEAST CORNER OF SAID SECTION 5;

EXHIBIT 'A'

OF A TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 1,563.87 FEET;
THENCE WESTERLY ALONG SAID CURVE AN ARC LENGTH OF 443.55 FEET THROUGH A CENTRAL ANGLE OF 16°
15'01" TO THE BEGINNING OF A TANGENT
LINE;
THENCE NORTH 86°28'58" WEST A DISTANCE OF 41.31 FEET TO A POINT ON THE

NORTHEASTERLY LINE OF TYLER STREET AS DESCRIBED IN EASEMENT GRANT RECORDED MARCH 1, 1961 AS INSTRUMENT NO. 17583 OFFICIAL RECORDS, SAID

THENCE NORTHWESTERLY ALONG SAID CURVED RIGHT-OF-WAY AN ARC LENGTH OF 467.02 FEET THROUGH A CENTRAL ANGLE OF 02°48'07" TO ITS INTERSECTION WITH A LINE PARALLEL WITH AND 30.00 FEET SOUTH OF (AS MEASURED AT RIGHT ANGLE) THE NORTH LINE OF SAID SECTION 5, AND TO WHICH A RADIAL LINE BEARS SOUTH 46°
52'19" WEST
THENCE ALONG SAID PARALLEL LINE, NORTH 89°
59'03" EAST A DISTANCE OF
213.88 FEET TO A POINT ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 9,395.00 FEET AND TO WHICH A RADIAL LINE BEARS SOUTH 45°58'49" WEST;
THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 313.26 FEET THROUGH A CENTRAL ANGLE OF 01°
54'38" TO THE BEGINNING OF A TANGENT
LINE;
THENCE SOUTH 45°
55'48" EAST A DISTANCE OF 42.68 FEET TO ITS INTERSECTION WITH A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 1,463.87 FEET, AND TO WHICH POINT A RADIAL LINE BEARS NORTH 00°
28'13" EAST;
THENCE EASTERLY ALONG SAID CURVE AN ARC LENGTH OF 339.01 FEET THROUGH A CENTRAL ANGLE OF 13°
16'07" TO ITS INTERSECTION WITH A NONTANGENT LINE TO WHICH A RADIAL LINE BEARS NORTH 12° 47'55" WEST;
THENCE, NORTH 45°
55'48" WEST A DISTANCE OF 309.21 FEET TO ITS
INTERSECTION WITH A LINE PARALLEL WITH AND 30.00 FEET SOUTH OF (AS MEASURED AT RIGHT ANGLE) THE NORTH LINE OF SAID SECTION 5; THENCE ALONG SAID PARALLEL LINE, NORTH 89°
59'03" EAST A DISTANCE OF
194.04 FEET TO ITS INTERSECTION WITH THE NORTHEASTERLY RIGHT-OF-WAY PAGE 2 OF 4

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Item 7.

EXHIBIT 'A'

LEGAL DESCRIPTION
LINE OF THE COACHELLA VALLEY STORMDRAIN CHANNEL AS BY DRAWING NO. 1758-6 ON FILE WITH THE COACHELLA VALLEY WATER DISTRICT, FILE NO. 4936; THENCE ALONG SAID NORTHEASTERLY RIGHT-OF-WAY LINE SOUTH 45° 55'48"
EAST A DISTANCE OF 112.83 FEET TO A POINT IN THE EAST LINE OF SAID SECTION 5 AND FROM WHICH THE NORTHEAST CORNER OF SAID SECTION 5 BEARS NORTH 00°
04'46" EAST A DISTANCE OF 108.51 FEET;
THENCE ALONG SAID EAST LINE, SOUTH 00°
04'46" WEST A DISTANCE OF 227.27
FEET TO THE TRUE POINT OF BEGINNING.

CONTAINING: 142,642.8 SQUARE FEET (3.275 ACRES), MOR,E OR LESS TCE AREA '8':

COMMENCING AT A THE NORTHEAST CORNER OF SAID SECTION 5; THENCE ALONG THE EAST LINE OF SAID SECTION 5, SOUTH 00° 04'46" WEST A
DISTANCE OF 453.70 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EAST LINE OF SAID SECTION 5, SOUTH 00°
04'46" WEST A DISTANCE OF 102.75 FEET;
THENCE SOUTH 76°
47'36" WEST A DISTANCE OF 4.60 FEET TO THE BEGINNING OF

A TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 1,818.19 FEET;
THENCE WESTERLY ALONG SAID CURVE AN ARC LENGTH OF 83.09 FEET THROUGH A CENTRAL ANGLE OF 02°37'06" TO ITS INTERSECTION WITH A LINE PARALLEL WITH AND 155.00 FEET NORTHEASTERLY OF (AS MEASURED AT RIGHT

ANGLE) THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF THE COACHELLA VALLEY STORMWATER CHANNEL AS SHOWN BY DRAWING NO. 1758-6 ON FILE WITH THE COACHELLA VALLEY WATER DISTRICT, FILE NO. 4936, A RADIAL LINE TO SAID INTERSECTION BEARS SOUTH 10°35'17" EAST;
THENCE ALONG SAID PARALLEL LINE, SOUTH 45°
55'48" EAST A DISTANCE OF
119.19 FEET TO A POINT IN THE EAST LINE OF SAID SECTION 5; THENCE ALONG SAID EAST LINE, SOUTH 00°04'46" WEST A DISTANCE OF 215.44 FEET TO ITS INTERSECTION WITH SAID SOUTHWESTERLY RIGHT-OF-WAY LINE; THENCE ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY LINE, NORTH 45° 55'48"
WEST A DISTANCE OF 528.85 FEET;
THENCE NORTH 88°
32'38" EAST A DISTANCE OF 4.21 FEET TO THE BEGINNING OF

A TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 1,718.19 FEET;
THENCE NORTHEASTERLY ALONG SAID CURVE AN ARC LENGTH OF 352.37 FEET THROUGH A CENTRAL ANGLE OF 11°
45'01" TO THE BEGINNING OF A TANGENT
LINE;
PAGE 3 OF 4

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Item 7.

EXHIBIT 'A'

LEGAL DESCRIPTION
THENCE NORTH 76°
47'36" EAST A DISTANCE OF 28.21 FEET TO THE EAST LINE OF SAID SECTION 5 AND THE TRUE POINT OF BEGINNING.

CONTAINING: 72,746.1SQUARE FEET (1.670 ACRES), MORE OR LESS

ALL SUBJECT TO ALL COVENANTS, RIGHTS, RIGHT-OF-WAY AND EASEMENTS OF RECORD.

SEE EXHIBIT 'B' ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF.

NV5 INC.:

PREPARED BY ME OR UNDER MY DIRECTION:
t?' �_$.7� -:ff:.? S. FAHRION
PLS NO. 8207
PAGE 4 OF 4

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Item 7.
__ _
NORTH LINE O� SEC. 5 "\
0 � N89'59'03"E
213.88'
\N4o'52'19"E
, . . (R)
DETAIL

NO SCALE
NtVl5
l
75' 150'
1" = 150'
NIVl5

EXHIBIT 'B'
AVENUE 50

MPORARY CONSTRUCTION
. EASEMENT (T.C.E.)
NOTES:
32 CLWC INDICATES COACHELLA LAND AND WATER COMPANY'S
SUBDIVISION OF SEC. 5, M.B. 4/53.

P.O.B. POINT OF BEGINNING
O.R. OFFICIAL RECORDS
M.B. MAP BOOK
(R) INDICATES RADIAL BEARING
T.C.E. lEMPORARY CONSTRUCTION EASEMENT
33 LL. 0
w :z :::J
1-(JJ < w
T.5S. R.8E.

T.6S. R.8E.

P.0.C.

NORTI-IEAST CORNER
OF SECTION 5
763-020-019
N76'47'36"E

28.21'
Vl/111/21 AS DESCRIBED IN ATTACHED EXHIBIT 'A' LEGAL DESCRIPTION; CONTAINS: 53,872.8 SQUARE FEET, MORE OR LESS
POR. SEC. 5, TOWNSHIP 6 SOUTH, RANGE 8 EAST, S.B.M.

IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE
A VENUE 50 BRIDGE PROJECT

ADDITIONAL RIGHT-OF-WAY

SHEET NUMBER
1 OF 1 SHEETS
42-829 COOK STREET, SUITE 104 PALM DESERT, CA 92211 JOB NUMBER 760.341 227621-0000168.00 .3101 TEL 760.341,5999 FAX WWW.NVS.COM PREPARED FOR: ANGENIOUS ENG. SER. DATE: SEPT. , 2022

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Item 7.

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CERTIFICATE OF ACCEPTANCE

TEMPORARY CONSTRUCTION EASEMENT DEED
This is to certify that the interest in the real property conveyed by the Temporary Construction Easement Deed from PETER RABBIT FARMS, Inc., a California Corporation (“GRANTORS”) to the CITY OF COACHELLA (“GRANTEE”), is hereby accepted by the undersigned on behalf of the City Council of the City of Coachella, and the GRANTEE consents to recordation thereof by its duly authorized officer.

Date Andrew Simmons
City Engineer

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Item 7.

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EXHIBIT “E-1”

SELLER'S CERTIFICATE/ FIRPTA AFFIDAVIT
Section 1445 of the Internal Revenue Code provides that a transferee (Buyer) of a United States (U.S.) real property interest must withhold tax if the transferor (Seller) is a foreign person.

To inform the Buyer that withholding of tax is not required upon my disposition of a U.S. real property interest, I, , Seller, hereby certify the following:

1. I am not a nonresident alien, foreign corporation, foreign partnership, foreign trust, or foreign estate (as those terms are defined in the Internal Revenue Code and Income tax Regulations) for purposes of U.S. income taxation;

2. My U.S. taxpayer identifying number(s) Social Security Number(s) are ____-____-____; and ____-____-____.

3. My business / home address is:
______________________________________________________________________________ I/we understand that this certification may be disclosed to the Internal Revenue Service by the Buyer, its agent or designee, and that any false statement I/we have made here could be punished by fine, imprisonment, or both.

4. Section 18662 of the Revenue and Taxation Code provides that a buyer may be required to withhold 3-1/3% of the sales price of the California real property sold by a non-resident corporation, unless the sales price of the property is less than $100,000.00.

5. Buyer understands that this certificate may be disclosed to the Franchise Tax Board of California by Transferee and that any false statement contained herein could be punished by fine, imprisonment, or both.

The undersigned declares under penalty of perjury that I have examined this certification and to the best of my knowledge and belief it is true, correct, and complete.

Executed this ___________day of _________________20_____ at Riverside County, CA.

SELLER:

Print Name: ____________________________

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Item 7.

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EXHIBIT “F”

TENANT LIST
Tenant's Names and Mailing Addresses:

Telephone (Home)
Telephone (Work)
Monthly Rent
Security Deposit
Tenant's Names and Mailing Addresses:

Telephone (Home)
Telephone (Work)
Monthly Rent
Security Deposit
Seller warrants that there are no tenants or non-owner occupants on the property. _________________________________ ____________________________________ Name of Seller Name of Seller

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Item 7.

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EXHIBIT “G”
LEASE

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EXHIBIT “H”

TENANT ESTOPPEL VERIFICATION

TENANT NAME

ADDRESS
PHONE NO.: CELL NO.:

I hereby certify to the following information regarding my tenancy at the above property:

Move-in date is:

I occupy __________ s.f. _______ Units
My monthly rent payment is $
I am current on my rent payments YES
NO
If NO, please indicate months for which rent has not been paid:

My original security deposit was $ ________________
Current balance of Security Deposit $ ________________
My tenancy is month-to-month YES
NO
If not, my lease expires on:

I pay for the following utilities: Electricity_____ / Gas_____ / Water _____ /Garbage _____ If applicable, please list any other agreements or deposits that you may have with the owner:

Seller/Owner warrants that there are no tenants or non-owner occupants on the property.

I hereby certify that the above information is true and correct.

Tenant’s Signature Date
Owner’s Signature Date
Owner’s Signature Date

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Item 7.

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EXHIBIT “I”

BILL OF SALE

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Item 7.

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EXHIBIT “J”
Disclaimer of Ownership

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Item 7.

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Exhibit “K”
Limited Soil Sampling Test Results Report

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Item 7.

LANDMARK
Geo-Engineers and Geologists
a MBE Company
November 8, 2024
Ms. Brianna Greenwood
City of Coachella
53990 Enterprise Way
Coachella, CA 92236
Subject: Laboratory Testing Report
SR-86 & Avenue 50 New Interchange R/W
Coachella, California
LC/ Project No.: LP24237
Dear Ms. Greenwood:
780 N. 4th Street
El Centro, CA 92243
(760) 370-3000
[email protected]
77-948 Wildcat Drive
Palm Desert, CA 92211
(760) 360-0665
[email protected]
Please find attached the laboratory testing summary of on-site soil sampled on October 28, 2024. The samples have been sampled at random from the parcel located on the south-west comer of Avenue 50 and Whitewater River (APN 778-170-011).

These materials were tested for soil expansion (ASTM D4839) and soil corrosion (Calif 417, 422, 424 and 643). Additional testing for Organochloride Pesticides (8081A); Organophosphate Pesticides (8141A) and Title 22 Metals TTLC (6010B/747A) were tested by Enviro-Chem, Inc of Pomona, California.

Based on our review, the soils have moderate levels of sulfate and chloride ion concentrations for the surface soil sample, and low levels of sulfate and chloride ion concentrations at depths of 2 and 4 feet below original surface. Resistivity determinations on the soil indicate a moderate to severe potential for metal loss because of electrochemical corrosion processes. The test results for pesticides and metal have indicated that very low to below actual detection limits were found for the element analyzed. The test results are included in Appendixes B and C.

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Item 7.

SR-86 & Ave 50 New Interchange R/W LCI Project No.: LP24237 Thank you for the opportunity to provide testing services. Please do not hesitate to call if you have any questions or require additional information.

Sincerely Yours,
LandMark Consultants, Inc.
) J
Greg M. Chandra, P.E., M.ASCE
Principal Engineer
LandMark Consultants, Inc.

No. C 34432

Page 2 ends

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Item 7.

APPENDIX A

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Item 7.
lliD
.,
Project Location
V1
u
·;:
,:,
-0
(I.J L
u.

Avenue SO
0 ,::,
q;
'1)
�
c;
(L
Avenue 51
Bagdad Ave
Cali(' Rojo
N
�
>
'1l ,.
�
LJ')
u

LANDMARK
Geo-Engineers and Geologists
Project No.: LP24237
A•;enu!? SO •
Coachella
-I -.::
,<I
VI M
Ol/
<>,;
'"Vi, EID
Vl
:1'
w
a.
'< -.
='- r
-0 ::J
-::,
G' -·
� ,,._
�� V1
C'l�
(lJ
·-..::: ·�
..9
ll; �,. (.') <9
Vicinity Map
t
N
Avenue
@
Plate
A-1

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Item 7.

Legend
Approximate Soil Sample Locations

LANDMARK
Geo-Engineers and Geologists
Project No.: LP24237
Soil Sample
Locations
Plate
A-2

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Item 7.

APPENDIXB

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Item 7.

LANDMARK CONSULTANTS, INC.

CLIENT: City of Coachella
PROJECT: SR-86 & Avenue 50 New Interchange R/W
JOB No.: LP24237
DATE: 11/06/56

CHEMICAL ANALYSIS
·-----------------------------------------------------------------· ·-------- ------------------------------ -------------- --- Sample Loaction:

Sample Depth, ft:
pH:

Electrical Conductivity (mmhos):

Resistivity (ohm-cm):

Chloride (Cl), ppm:

Sulfate (504), ppm:

Sample A
1 7.4
780
1,550
2,215
------------------------------------------
Caltrans
Method
643
424
643
422
417
------------------------------------------�---
·---------------------------------------------------------------------------------------------------------· Material Chemical
Affected Agent
Concrete Soluble
Sulfates
Normal Soluble
Grade Chlorides
Steel
Normal Resistivity
Grade
Steel

LANDMARK
Geo-Engineers and Geologists
Project No.: LP24237
General Guidelines for Soil Corrosivity
Amount in Degree of
Soil (ppm) Corrosivity
0-1,000 Low
1,000 -2,000 Moderate
2,000 -20,000 Severe
> 20,000 Very Severe
0-200 Low
200- 700 Moderate
700 -1,500 Severe
> 1,500 Very Severe
1 -1,000 Very Severe
1,000 -2,000 Severe
2,000 -10,000 Moderate
> 10,000 Low
Selected Chemical
Test Results
Plate
B-1

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Item 7.

LANDMARK CONSULTANTS, INC.

CLIENT: City of Coachella
PROJECT: SR-86 & Avenue 50 New Interchange R/W
JOB No.: LP24237
DA TE: 11 /06/56
·----- • ------ ------- ---- ------------- ------------ ---------- ------------- --

CH EM ICAL ANALYSIS
--------------------·
------------
-----
. -· -- ------------- -------------------------------------------------------------- --------------- -------------------- Sample Loaction:

Sample Depth, ft:
pH:

Electrical Conductivity (mmhos):

Resistivity (ohm-cm):

Chloride (Cl), ppm:

Sulfate (SO4), ppm:

Material Chemical
Affected Agent
Concrete Soluble
Sulfates
Normal Soluble
Grade Chlorides
Steel
Normal Resistivity
Grade
Steel

LANDMARK
Geo-Engineers and Geologists
Project No.: LP24237
Sample B
J..a-v8.5
2,100
100
111
General Guidelines for Soil Corrosivity
Amount in Degree of
Soil (ppm) Corrosivity
0 -1,000 Low
1,000 -2,000 Moderate
2,000 -20,000 Severe
> 20,000 Very Severe
0-200 Low
200-700 Moderate
700 -1,500 Severe
> 1,500 Very Severe
1 - 1,000 Very Severe
1,000 -2,000 Severe
2,000 -10,000 Moderate
> 10,000 Low
Selected Chemical
Test Results
Caltrans
Method
643
424
643
422
417
Plate
B-2

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Item 7.

LANDMARK CONSULTANTS, INC.

CLIENT: City of Coachella
PROJECT: SR-86 & Avenue 50 New Interchange R/W
JOB No.: LP24237
DATE: 11/06/56
·------- ----- • ---------------------------·---·- ·---··------- Sample Loaction:

Sample Depth, ft:
pH:

Electrical Conductivity {mmhos):

Resistivity {ohm-cm):

Chloride {Cl), ppm:

Sulfate {S04), ppm:
·-----------·----.=====
Material Chemical
Affected Agent
Concrete Soluble
Sulfates
Normal Soluble
Grade Chlorides
Steel
Normal Resistivity
Grade
Steel

LANDMARK
Geo-Engineers and Geologists
Project No.: LP24237

CHEMICAL ANALYSIS
Sample C
�c.c

8.3 3,900
80 39
General Guidelines for Soil Corrosivity
Amount in Degree of
Soil (ppm) Corrosivity
0 - 1,000 Low
1,000 - 2,000 Moderate
2,000 - 20,000 Severe
> 20,000 Very Severe
0-200 Low
200- 700 Moderate
700 -1,500 Severe
> 1,500 Very Severe
1 - 1,000 Very Severe
1,000 - 2,000 Severe
2,000 - 10,000 Moderate
> 10,000 Low
Selected Chemical
Test Results
Caltrans
Method
643
424
643
422
417
Plate
B-3

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Item 7.

LANDMARK CONSULTANTS, INC.

CLIENT: City of Coachella
PROJECT:

JOB NO: LP24237
DATE: 11/4/2024
EXPANSION INDEX TEST (UBC 29-2 & ASTM 04829)
Compacted
Sample Initial Dry
Location & Moisture Density
Depth (ft) (%) (pct)
Sample A 10.0 115.5
Sample B 9.8 97.8
Sample C 8.9 112.1

LANDMARK
Go-Ehgiree-s ard C£dogists
Project No.: LP24237
Final Volumetric
Moisture Swell
(%) (%)

18.9 1.6

32.1 2.3

17.7 0
Expansion Index
Test Results
Expansion
Index Expansive
(El) Potential
20 Low
16 Very Low
0 Very Low

UBC CLASSIFICATION
0-20
20-50
50-90
90-130
130+
Very Low
Low
Medium
High
Very High
Plate
B-4

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Item 7.

APPENDIXC

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Item 7.

Enviro - Chem, Inc.
1214 E. Lexington Avenue, Pomona, CA 91766 Te/ (909) 590-5905 Fax (909) 590-5907 Date: October 31, 2024
Mr. Greg Chandra
Landmark Consultants, Inc.
780 N. 4 th Street
El Centro, CA 92243
Tel: (760)360-0665 E-Mail: [email protected]
Project: SR86-Ave SO
Lab I.D.: 241028-13, -14, -15
Dear Mr. Chandra:

The analytical results for the soil samples, received by our lab on October 28, 2024, are attached. The samples were received intact and accompanying chain of custody record.

Enviro-Chem appreciates the opportunity to provide you and your company this and other services. Please do not hesitate to call us if you have any questions.
s�
Pearl Wong
Quality Manager
This data package has been reviewed for technical correctness and completeness. Release of this data has been author lzed by the Laboratory Manager or Manager's Designee, as verified by the above signature which applies to this PDF File as well as any associated electronic data deliverable files. The results contained in this report meet all requirements of ELAP and pertain only to those samples which were submitted for analysis. Th i.s report may be reproduced only in its entirety.

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Item 7.

Enviro - Chem, Inc.
1214 E. Lexington Avenue, Pomona, CA 91766 Tel (909) 590-5905 Fax (909) 590-5907

LABORATORY REPORT
CUSTOMER: Landmark Consultants, Inc.
780 N. 4� Street
El Centro, CA 92243
Tel: (760) 360-0665 E-Mail: [email protected]
PROJECT: SR86-Ave 50
SAMPLING DATE:10/28/24
MATRIX:SOIL
REPORT TO:MR. GREG CHANDRA
SAMPLE I . D. : A
DATE RECEIVED:10/28/24
DATE ANALYZED:10/29/24
DATE REPORTED:10/31/24
LAB I.D.: 241028-13

TOTAL THRESHOLD LIMIT CONCENTRATION ANALYSIS
UNIT: mg/Kg= MILLIGRAM PER KILOGRAM= PPM
----------------------------------------------------------------------

ELEMENT SAMPLE TTLC STLC EPA
.ANALYZED RESULT PQL OF LIMIT LIMIT METHOD
Antimony(Sb) ND 1.0 1 500 15 6010B
Arsenic (As) 6.27 0.5 1 500 5.0 6010B
Barium(Ba) 125 5.0 1 10,000 100 6010B
Beryllium (Be) ND 0.5 1 75 0.75 6010B
Cadmium (Cd) ND 0.5 1 100 1. 0 6010B
Chromium Total(Cr) 38.6 0.5 1 2,500 560/5@ 6010B
Chromium VI (Cr6) 1.0 500 5.0 7196A
Cobalt (Co) 14.2 J..O 1 8,000 80 6010B
Copper(Cu) 20.5 1.0 1 2,500 25 6010B
Lead(Pb) 9.62 0.5 1 1,000 5.0 6010B
Mercury (Hg) ND 0,01 1 20 0.2 7471A
Molybdenum(Mo) ND 5.0 1 3,500 350 6010B
Nickel (Ni) 15.5 2.5 1 2,000 20 6010B
Selenium(Se) ND 1.0 1 100 1.0 6010B
Silver(Ag) ND 1.0 1 500 5.0 6010B
Thallium (Tl) ND 1.0 1 700 7.0 6010B
Vanadium(V) 53.0 5.0 1 2,400 24 6010B
Zinc(Zn) 91.1 0.5 1 5,000 250 6010B
------------------------------------------------------ - ------------

COMMENTS
OF = Dilution Factor
PQL = Practical Quantitation Limit
Actual Detection Limit = PQL X OF
ND = Below the Actual Detection Limit or non-detected
TTLC = Total Threshold Limit Concentration
STLC = Soluble Threshold Limit Concentration
@ � Must meet both the STLC Limit at 560 and EPA-TCLP Limit at S * = STLC: analysis for the metal is recommended (if marked) ** =Additional Analysis needed, please call to discuss (if marked) *** = The concentration exceeds the TTLC Limit, and the sample is defined as hazardous waste as per CCR-TITLE 22 (if marked) Not analyzed/not requested
DATA REVIEWED AND APPROVED BY: ___ ---''1-"-r:=c........:=--- CAL-DHS ELAP CERTIFICATE No.: 1555

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Item 7.

Enviro - Chem, Inc.
1214 E. Lexington Avenue, Pomona, CA 91766 Tel (909) 590-5905 Fax (909) 590-5907

LABORATORY REPORT
CUSTOMER: Landmark Consultants, Inc.
780 N. 4" Street
El Centro, CA 92243
Tel: (760)360-0665 E-Mail: [email protected]
PROJECT: SR86-Ave 50
SAMPLING DATE:10/28/24
MATRIX:SOIL
REPORT TO:MR. GREG CHANDRA
SAMPLE I . D. : B

TOTAL THRESHOLD
DATE RECEIVED:10/28/24
DATE ANALYZED:10/29/24
DATE REPORTED:10/31/24
LAB I.D.: 241028-14

LIMIT CONCENTRATION ANALYSIS
UNIT: mg/Kg= MILLIGRAM PER KILOGRAM= PPM
------------------- -------------------------------------------------

ELEMENT SAMPLE TTLC STLC EPA

ANALYZED RESULT PQL OF LIMIT LIMIT METHOD
Antimony(Sb) ND 1.0 1 500 15 60108
Arsenic (As) 4.60 0.5 1 500 5.0 6010B
Barium(Ba) 114 5.0 1 10,000 100 60108
Beryllium(8e) ND 0.5 1 75 0.75 60108
Cadmium(Cd) ND 0.5 1 100 1.0 6010B
Chromium Total(Cr) 39.6 0.5 1 2,500 560/5@ 6010B
Chromium VI (Cr6) 1.0 500 5.0 7196A
Cobalt (Co) 14. 9 1. 0 1 8,000 80 6010B
Copper(Cu) 18.7 1.0 1 2,500 25 6010B
Lead (Pb) 5.48 0.5 1 1,000 5.0 6010B
Mercury(Hg) ND 0.01 1 20 0.2 7471A
Molybdenum(Mo) ND 5.0 1 3,500 350 6010B
Nickel(Ni) 16.2 2.5 1 2,000 20 6010B
Selenium(Se) ND 1. 0 1 100 1.0 6010B
Silver (Ag) ND 1.0 1 500 5.0 60108
Thallium(Tl) ND 1.0 1 700 7.0 6010B
Vanadium(V) 52.1 5.0 1 2,400 24 6010B
Zinc (Zn) 68.4 0.5 1 5,000 250 6010B
-------------�--------------------------------------------------------

COMMENTS
DF = Dilution Factor
PQL = Practical Quantitation Limit
Actual Detection Limit = PQL X OF
ND = Below the Actual Detection Limit or non-detected
TTLC = Total Threshold Limit Concentration
STLC = Soluble Threshold Limit Concentration
@ = Must meet both the STLC Limit at 560 and EPA-TCLP Limit at S * = STLC analysis for the metal is recommended (if marked) ** =Additional Analysis needed, please call to discuss (if marked) *** =The concentration exceeds the TTLC Limit, and the sample is defined as hazardous waste as per CCR-TITLE 22 (if marked) Not analyzed/not requested
DATA REVIEWED AND APPROVED BY: ___ -+.-��
-=-----
CAL-DHS ELAP CERTIFICATE No.: 1555

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Item 7.

Enviro - Chem, Inc.
1214 E. Lexington Avenue, Pomona, CA 91766 Tel {909) 590-5905 Fax (909) 590-5907

LABORATORY REPORT
CUSTOMER: Landmark Consultants, Inc.
780 N. 4
th Street
El Centro, CA 92243
Tel: (760) 360-0665 E-Mail: [email protected]
PROJECT: SR86-Ave 50
SAMPLING DATE:10/28/24
MATRIX:�
REPORT TO:MR. GREG CHANDRA
SAMPLE I . D. : C
DATE RECEIVED:10/28/24
DATE ANALYZED:10/29/24
DATE REPORTED:10/31/24
LAB I.D.: 241028-15

TOTAL THRESHOLD LIMIT CONCENTRATION ANALYSIS
UNIT: mg/Kg= MILLIGRAM PER KILOGRAM= PPM

ELEMENT SAMPLE TTLC STLC

ANALYZED RESULT PQL OF LIMIT LIMIT
Antimony(Sb) ND 1.0 1 500 15
Arsenic(As) 3.34 0. 5 1 500 5.0
Barium (Ba) 94.1 5.0 1 10,000 100
Beryllium(Be) ND 0.5 1 75 0.75
Cadmium(Cd) ND 0.5 1 100 1.0
Chromium Total(Cr) 30.5 0.5 1 2,500 560/5@
Chromium VI (Cr6) 1.0 500 5.0
Cobalt (Co) 11. 4 1.0 1 8,000 80
Copper(Cu) 13.5 1.0 1 2,500 25
Lead(Pb) 5.05 0.5 1 1,000 5.0
Mercury(Hg) ND 0.01 1 20 0.2
Molybdenum(Mo) ND 5.0 1 3,500 350
Nickel (Ni) 11. 5 2.5 1 2,000 20
$elenium(Se) ND 1.0 1 100 1. 0
Silver (Ag) ND 1. 0 1 500 5.0
Thallium(Tl) ND 1.0 1 700 7.0
Vanadium(V) 43.9 5.0 l 2,400 24
�inc (Zn) 59.0 0.5 1 5,000 250
EPA
METHOD
6010B
60108
6010B
6010B
6010B
6010B
7196A
6010B
6010B
6010B
7471A
6010B
6010B
6010B
6010B
6010B
6010B
60108
-------------------------------------------�------------------------

COMMENTS
DF = Dilution Factor
PQL = Practical Quantitation Limit
Actual Detection Limit= PQL X OF
ND= Below the Actual Detection Limit or non-detected
TTLC = Total Threshold Limit Concentration
STLC = Soluble Threshold Limit Concentration
@=Must meet both the STLC Limit at 560 and EPA-TCLP Limit at S * = STLC analysis for the metal is recommended (if marked) **=Additional Analysis needed, please call to discuss (if marked) ***=The concentration exceeds the TTLC Limit, and the sample is defined as hazardous waste as per CCR-TITLE 22 (if marked) Not analyzed/not requested
DATA REVIEWED AND APPROVED BY: ____ � �_1-,.,,._. ___ _,_ CAL-DHS ELAP CERTIFICATE No.: 1555

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Item 7.

Enviro - Chem, Inc.
1214 E. Lexington Avenue, Pomona, CA 91766 Tel (909) 590-5905 Fax (909) 590-5907

METHOD BLANK REPORT
CUSTOMER: Landmark Consultants, Inc.
780 N. 4� Street
El Centro, CA 92243
Tel: (760)360-0665 E-Mail: [email protected]
PROJECT: SR86-Ave 50
SAMPLING DATE:10/28/24
MATRIX: SOIL
REPORT TO:MR. GREG CHANDRA
DATE RECEIVED:10/28/24
DATE ANALYZED:10/29/24
DATE REPORTED:10/31/24
METHOD BLANK REPORT FOR LAB I.D.: 241028-13, -14, -15

TOTAL THRESHOLD LIMIT CONCENTRATION ANALYSIS
UNIT: mg/Kg= MILLIGRAM PER KILOGRAM= PPM

ELEMENT SAMPLE TTLC STLC

ANALYZED RESULT PQL OF LIMIT LIMIT
Antimony(Sb) ND 1. 0 1 500 15
Arsenic (As) ND 0.5 1 500 5.0
Barium(Ba) ND 5.0 1 10,000 100
13eryllium (Be) ND 0.5 1 75 0.75
Cadroi um ( Cd) ND 0.5 1 100 1.0
Chromium Total(Cr) ND 0.5 1 2,500 560/5@
Chromium VI (Cr6) 1.0 500 5.0
Cobalt (Co) ND 1.0 1 8,000 80
Copper(Cu} ND 1.0 1 2,500 25
Lead(Pb) ND 0.5 1 1,000 5.0
Mercury(Hg) ND 0.01 1 20 0.2
Molybdenum(Mo} ND 5.0 1 3,500 350
Nickel (Ni) ND 2.5 1 2,000 20
Selenium(Se) ND 1.0 1 100 1.0
Silver (Ag) ND 1. 0 1 500 5.0
Thallium (Tl) ND 1.0 1 700 7.0
Vanadium(V) ND 5.0 1 2,400 24
Zinc(Zn) ND 0.5 1 5,000 250
EPA
METHOD
60108
60108
60108
6010B
60108
6010B
7196A
6010B
60108
6010B
7471A
6010B
6010B
6010B
6010B
6010B
6010B
6010B
-------------------�---------------------- ---- - ··--- --------------

COMMENTS
DF = Dilution Factor
PQL = Practical Quantitation Limit
Actual Detection Limit = PQL X DF
ND = Below the Actual Detection Limit or non-detected
TTLC = Total Threshold Limit Concentration
STLC = Soluble Threshold Limit Concentration
@ = Must meet both the STLC Limit at 560 and EPA-TCLP Limit at S * = STLC analysis for the metal is recommended (if marked) ** =Additional Analysis needed, please call to discuss (if marked) *** =The concentration exceeds the TTLC Limit, and the sample is defined as hazardous waste as per CCR-TITLE 22 (if marked) -- = Not analyzed/not requested
DATA REVIEWED AND APPROVED BY: ___ �b-4-l--====----
CAL-DHS ELAP CERTIFICATE No.: 1555

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Item 7.

I
Q)f/QC for :M.etafs jlna{ysis--TTLC--SOLID/SOIL MATRIX
Matrix Spike/ Matrix Spike Duplicate/ LCS
ANALYSIS DATE: 10/29/2024 Unit : mg!Kg{e.e.ml
Analysis Spk.Sample LCS LCS Sample Spike MS %Rec MSD ¾Rec %RPO ID CONC. %Rec. STATUS Result Cone. MS MSD
Chromium(Cr) 241028-3 50.0 100 PASS 25.8 50.0 65.8 80 65.0 78 2 Lead(Pb) 241028-3 50.0 90 PASS 6.48 50.0 53.1 93 52.7 92 1 Nickel(Ni) 241028-3 50.0 101 PASS 8.52 50.0 50.7 84 50.2 83 1 ANALYSIS DATE. : 10/29/2024
Analysis Spk. Sample LCS LCS LCS Sample Spike MS %Rec MSD %Rec %RPO ID CONC. %Rec. STATUS Result Cone. MS MSD
Mercury (Hg) 241028-15 0.125 94 PASS 0 0.125 0.106 85 0.111 89 4 MS/MSD Status:

Analysis %MS %MSC %LCS %RPO
Chromium(Cr) PASS PASS PASS PASS �/--
Lead(Pb) PASS PASS PASS PASS
Nickel(Ni) PASS PASS PASS PASS ANALYST:

Mercury (Hg) PASS PASS PASS PASS �
Accepted Range 70-130 70-130 85-115 0 ~ 20 FINAL REVIEWER:
*=Fail due to matrix interference
Note:LCS is in control therefore results are in control

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Item 7.

Enviro - Chem, Inc.
1214 E. Lexington Avenue, Pomona, CA 91766 Tel (909) 590-5905 Fax (909) 590-5907

LABORATORY REPORT
CUSTOMER: Landmark Consultants, Inc.
780 N. 4� Street
El Centro, CA 92243
Tel: (760)360-0665 E-Mail: [email protected]
PROJECT: SR86-Ave 50
SAMPLING DATE:10/28/24
MATRIX: SOIL
REPORT TO:MR. GREG CHANDRA
DATE RECEIVED:10/28/24
DATE EXTRACTED:10/30/24
DATE ANALYZED:10/30/24
DATE REPORTED:10/31/24
SAMPLE I . D. : A LAB I.D.: 241028-13
Organochlorine Pesticides Analysis
Method: EPA 8081A
Unit: mg/Kg= Milligram Per Kilogram = PPM

PARAMETER SAMPLE RESULT
Aldrin ND
aloha-BHC ND
beta-BHC ND
ga.mma-BHC {Lindane) ND
delta-BBC ND
aloha-Chlordane ND
gamma-Chlordane ND
Total Chlordane (Technical) ND
4 4'-DDD ND
4 4'-DDE 0.001
4 4'-DDT ND
Dieldrin ND
Endosulfan I ND
Endosul£an II ND
Endosulfan Sulfate ND
Endrin ND
Endrin Aldehyde ND
Endrin Ketone ND
Heptachlor Epoxide ND
Heotachlor ND
Methoxyclor ND
Toxaohene ND
COMMENTS:

OF = DILUTION FACTOR
PQL = PRACTICAL QUANTITATION LIMIT
ACTUAL DETECTION LIMIT = PQL X DF
ND = NON-DETECTED OR BELOW THE ACTUAL
DATA REVIEWED AND APPROVED BY: ____ +-,,..__,_ __ _
CAL-OHS ELAP CERTIFICATE No.: 1555
PQL

0.001

0.005

0.001

0.020
DF
1 l
1 1
1 1
1 1
1 1
1 1
1 l
1 1
1 1
1 1
1

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Item 7.

Enviro - Chem, Inc.
1214 E. Lexington Avenue, Pomona, CA 91766 Tel (909) 590-5905 Fax (909) 590-5907

LABORATORY REPORT
CUSTOMER: Landmark Consultants, Inc.
780 N. 4� Street
El Centro, CA 92243
Tel: (760)360-0665 E-Mail: [email protected]
PROJECT: SR86-Ave 50
SAMPLING DATE:10/28/24
MATRIX:SOIL
REPORT TO:MR. GREG CHANDRA
DATE RECEIVED:10/28/24
DATE EXTRACTED:10/30/24
DATE ANALYZE0:10/30/24
DATE REPORTED:10/31/24
SAMPLE I. D. : B LAB I.D.: 241028-14
Organochlorine Pesticides Analysis
Method: EPA 8081A
Unit: mg/Kg = Milligram Per Kilogram= PPM

PARAMETER SAMPLE RESULT
Aldrj,n
aloh�-BHC
beta-BHC
gamma-BHC (Lindanel
delta-BHC
aloha-ChlQrda_ne
gamma-Chlordane
TQ!;;al ChlordgDe (Techni5;;al l
4 4'-000
4 4'-DDE:
4 4'-DDT
DieJ,drin
Endosulfan I
Endosulfan II
Endosul£an Sulfate
Endrj,n
Endrin Aldehy:de
Endrin Ketone
HeQtachlor Egoxide
HeQtachlor
Methox1!clor
Toxaohene
COMMENT$:

DF = DILUTION FACTOR
PQL = PRACTICAL QUANTITATION LIMIT
ACTUAL DETECTION LIMIT= PQL X OF
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND= NON-DETECTED OR BELOW THE ACTUAL
,�ION LIMIT

CAL-OHS

DATA REVIEWED

ELAP CERTIFICATE

AND APPROVED
No.:

BY:
1555 j r ✓:�-
PQL

0.001

0.001
O.QOl

0.00l

0.001
0,001

0.005

0.001

0.020
DF
1 l
]
1 l
l
1 1
l
1 l
1 1
1 1
1 1
l
1 l
1 l

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Item 7.

Enviro - Chem, Inc.
1214 E. Lexington Avenue, Pomona, CA 91766 Tel (909) 590-5905 Fax (909) 590-5907

LABORATORY REPORT
CUSTOMER: Landmark Consultants, Inc.
780 N. 4
th Street
El Centro, CA 92243
Tel: (760)360-0665 E-Mail: [email protected]
PROJECT: SR86-Ave 50
SAMPLING DATE:10/28/24
MATRIX:SOIL
REPORT TO:MR. GREG CHANDRA
DATE RECEIVED:10/28/24
DATE EXTRACTED:10/30/24
DATE ANALYZED:10/30/24
DATE REPORTED:10/31/24
SAMPLE I . D. ; C LAB I.D.: 241028-15
Organochlorine Pesticides Analysis
Method: EPA 8081A
Unit: mg/Kg= Milligram Per Kilogram= PPM

PARAMETER
Aldrin
alµha-BHC
beta-BHC
qarnma-BHC (Lindane)
delta-BHC
alpha-Chlordane
gamma-Chlordane
Total Chlordane (Technical)
4 4'-DDD
4 4'-DDE
4,4'-DDT
Dieldrin
Endosulfan I
Endosulfan II
Endosulfan Sulfate
Endrin
Endrin Aldehyde
Endrin Ketone
Heµtachlor Epoxide
Hegtachlor
Methoxyclor
Toxaobene
COMMENTS:

DF = DILUTION FACTOR

SAMPLE RESULT
ND
ND
ND
ND
ND
ND
ND
ND
ND

0.002
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
PQL = PRACTICAL QUANTITATION LIMIT
ACTUAL DETECTION LIMIT = PQL X OF
ND = NON-DETECTED OR BELOW THE ACTUAL ON LIMIT
PQL

0.001

0.005

0.001

0.020
OF
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1

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Item 7.

Enviro - Chem, Inc.
1214 E. Lexington Avenue, Pomona, CA 91766 Tel (909) 590-5905 Fax (909) 590-5907

METHOD BLANK REPORT
CUSTOMER: Landmark Consultants, Inc.
780 N. 4� Street
El Centro, CA 92243
Tel: (760)360-0665 E-Mail: [email protected]
PROJECT: SR86-Ave 50
SAMPLING DATE:10/28/24
MATRIX:fil21_1
REPORT TO:MR. GREG CHANDRA
DATE RECEIVED:10/28/24
DATE EXTRACTED:10/30/24
DATE ANALYZED:10/30/24
DATE REPORTED:10/31/24
METHOD BLANK REPORT FOR LAB I.D.: 241028-13, -14, -15
Organochlorine Pesticides Analysis
Method: EPA 8081A
Unit: mg/Kg= Milligram Per Kilogram = PPM

PARAMETER SAMPLE RESULT
Aldrin
algha-BHC
beta-BH�
gamma-BHC (Lindanel
delta-BHC
alQha-Cblordane
a-samma-�blordan�
Total Chlordane (Technical}
4 4'-DDD
4 4'-DDE
4 4'-DDT
Dieldrin
Endosulfan I
Endosulfan II
Endosulfan Sulfate
Endrin
Endrin Aldeh�de
Endrin Ketone
He12tachlor !;;Qoxide
Hegtachlor
Me!;;hQXl,:'.Clor
Tox.aohene
COMMENTS:

OF = DILUTION FACTOR
PQL = PRACTICAL QUANTITATION LIMIT
ACTUAL DETECTION LIMIT = PQL X DF
ND = NON-DETECTED OR BELOW THE
ND
ND
ND
ND
ND
�D
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NQ
ND
ND
ND
ND
ND
LIMIT
DATA REVIEWED AND APPROVED BY: ___ +,;,.......,.-=----
CAL-DHS ELAP CERTIFICATE No.: 1555
PQL

0.001

0.001
Q,001

0.005

0.001

0.001
O.QQl

0.001

0.020
DF
1 1
l
1 1
1 1
1 1
1 ]
1 1
1 !
1 1
l
1 l
1 l

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Item 7.

Enviro-Chem, Inc.
1214 E. Lexington Avenue, Pomona, CA 91766 Tel (909)590-5905 Fax (909)590-5907 EPA 8081A QA/QC Report
Matrix; Soil/Solid/Liguid(Oil} Date Analyzed: 10/30/24
Unit mg/Kg (ppm)
Matrix Seike ,MS}/Matrix Seike Duelicate ,Mso1
Seiked Sam121e Lab I.D.: 241028-14 MS/MSD
Analyte S.R. spk cone MS %REC MSD %REC %RPO ACP%RPD ACP %REC Gamma-BHC 0.000 0.00500 0.00495 99% 0.00484 97% 2% 0-20% 70-130 Aldrin 0.000 0.00500 0.00480 96% 0.00466 93% 3% 0-20% 70-130 4,4-DDE 0.000 0.00500 0.00511 102% 0.00496 99% 3% 0-20¾ 70-130 Lab Control Seike f LCS} Recove!'.Y:

Analyte spk cone LCS %REC ACP %REC
Gamma-BHC 0.00500 0.00484 97% 75-125
Aldrin 0.00500 0.00469 94% 75-125
4,4-DDE 0.00500 0.00503 101% 75-125
Dieldrin 0.00500 0.00467 93% 75-125
Surrogate Recovery ACP% %REC %REC %REC %REC %REC %REC %REC Sample I.D. MB 241028-4,5 241028-6,7 241028-13 241028-14 241028-15 Tetra-chloro-meta-xylene 50-150 78% 67% 74% 59% 69% 68% Decachlorobiphenyl 50-150 68% 65% 79% 66% 73% 74%
Surrogate Recovery ACP% %REC %REC %REC %REC %REC %REC %REC Sample l.D.

T etra-chloro-meta-xylen e 50-150
Decach!orobiphenyl 50-150
SurroQate Recovery ACP% %REC %REC %REC %REC %REC %REC %REC Sample 1.0.

Tetra-chloro-meta-xylene 50-150
Decach lorobiphenyl 50-150
S.R. = Sample Result • "' Surrogate fail due to matrix interference (If Marked) spk cone = Spike Concentration Note: LCS, MS, MSD are in control therefore results are in control. %REC = Percent Recovery
ACP %RPO = Acceptable Percent RPO Range
ACP %REC = Acceptable Percent Recovery Range
Analyzed and Reviewed By: {y
Final Reviewer: Zi�
I

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Item 7.

Enviro - Chem, Inc.
1214 E. Lexington Avenue, Pomona, CA 91766 Tel (909) 590-5905 Fax (909) 590-5907

LABORATORY REPORT
CUSTOMER: Landmark Consultants, Inc.
780 N. 4� Street
El Centro, CA 92243
Tel: (760)360-0665 E-Mail: [email protected]
PROJECT: SR86-Ave 50
SAMPLING DATE:10/28/24
MATRIX:SOIL
REPORT TO:MR. GREG CHANDRA
SAMPLE I . D . : A
DATE RECEIVED:10/28/24
DATE EXTRACTED:10/29/24
DATE ANALYZED:10/29/24
DATE REPORTED:10/31/24
LAB I.D.: 241028-13
Organophosphorus Pesticides Analysis
Method: EPA 8141A
Unit: mg/Kg= Milligram Per Kilogram = PPM

PARAMETER SAMPLE RESULT
AzinQhos Methyl
BQlsta.r: U2ul12rofos l
Chloro�rifos
Coumagbos
Demeton-0
O�m�tgn-S
Qiazinon
Dichlorvos
Disulfoton
Etbo12rgg
Fensulfothion
Fenthion
M�r:ghos
Methyl Parathion
Mevinghos
Naled
Phorate
Ronnel
Tetrachlorvinghos {S tiroohos l
Tokuthion { Prothiofos l
Trichloronate
COMMENTS:

DF = DILUTION FACTOR
PQL = PRACTICAL QUANTITATION LIMIT
ACTUAL DETECTION LIMIT = PQL X DF
ND = NON-DETECTED OR BELOW THE ACTUAL
ND
ND
t)_D
ND
ND
ND
ND
tijD
ND
�D
ND
ND
ND
ND
ND
�D
ND
ND
ND
ND
ND

ON LIMIT
PQL

0.05 0.05

0.05 0.05
Q.05

0.05 0 IO ;i

0.05 0.05

0.05 0.10

0.10 0.05

0.05 0.05

0.05 0.05
DF
1 1
l
1 1
1 1
1 1
1 l
l
l
1 l
l
l
!
1 1

Page 120 of 129 ends

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Item 7.

Enviro - Chem, Inc.
1214 E. Lexington Avenue, Pomona, CA 91766 Tel (909) 590-5905 Fax (909) 590-5907

LABORATORY REPORT
CUSTOMER: Landmark Consultants, Inc.
780 N. 4 th Street
El Centro, CA 92243
Tel: (760)360-0665 E-Mail: [email protected]
PROJECT: SR86-Ave 50
SAMPLING DATE:10/28/24
MATRIX: SOIL
REPORT TO:MR. GREG CHANDRA
DATE RECEIVED:10/28/24
DATE EXTRACTED:10/29/24
DATE ANALYZED:10/29/24
DATE REPORTED:10/31/24
SAMPLE I.D.: B LAB I.D.: 241028-14
Organophosphorus Pesticides Analysis
Method: EPA 8141A
Unit: mg/Kg= Milligram Per Kilogram = PPM

PARAMETER
Azinn-hos Methyl

SAMPLE RESULT
Bolstar (Sulprofosl
Chlorpyrifos
Coumaphos
Demeton-0
Demeton-S
Diazinon
dichlorvos
bisulfoton
Ethoprop
Fensulfothion
Fenthion
Merohos
Methyl Parathion
Mevinp!"10s
Naled
Phorate
Ronnel
Tetrachlorvinohos (Stirophosi
Tokuthion (Prothiofos)
Trichloronate
COMMENTS:

OF = DILUTION FACTOR
PQL = PRACTICAL QUANTITATION LIMIT
ACTUAL DETECTION LIMIT = PQL X DF
ND = NON-DETECTED OR BELOW THE ACTUAL
ND
ND
ND
ND
NO
NO
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
LIMIT
DATA REVIEWED AND APPROVED BY: ____ ...i-,;:-J:.:.......=--- CAL-DHS ELAP CERTIFICATE No.: 1555
PQL

0.05 0.05

0.10 0.10

0.05 0.05

0.05 OF
1 1
l
1 1
l
l
1 1
l
l
l
1 1
1 1
l
l
l

Page 121 of 129 ends

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Item 7.

Enviro - Chem, Inc.
1214 E. Lexington Avenue, Pomona, CA 91766 Tel (909) 590-5905 Fax (909) 590-5907

LABORATORY REPORT
CUSTOMER: Landmark Consultants, Inc.
780 N. 4� Street
El Centro, CA 92243
Tel: (760)360-0665 E-Mail: [email protected]
PROJECT: SR86-Ave 50
SAMPLING DATE:10/28/24
MATRIX: SOIL
REPORT TO:MR. GREG CHANDRA
DATE RECEIVED:10/28/24
DATE EXTRACTED:10/29/24
DATE ANALYZED:10/29/24
DATE REPORTED:10/31/24
SAMPLE I.D.: C LAB I.D.: 241028-15
Organophosphorus Pesticides Analysis
Method: EPA 8141A
Unit: mg/Kg= Milligram Per Kilogram = PPM

PARAMETER
Azinphos Methyl

SAMPLE RESULT
ND
Bolstar (Sulprofos)
Chlorpyrifos
C<?um_aphos
Demeton-0
Demeton-S
Diazinon
Dichlorvos
Disulfoton
Ethoproo
Fensulfothion
Fenthion
Merphos
Methyl Parathion
Mevinohos
Naled
Phorate
Ronnel
Tetrachlorvinphos (Stiroohos\
Tokuthion (Prothiofos}
Trichloronate
COMMENTS:

DF = DILUTION FACTOR
PQL = PRACTICAL QUANTITATION LIMIT
ACTUAL DETECTION LIMIT = PQL X DF
ND = NON-DETECTED OR BELOW THE ACTUAL
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
PQL

0.05 0.05

0.10 0.10

0.05 0.05

0.05 OF
1 l
l
1 1
l
1 1
1 l
1 1
l
1 l
1 1
l
l
l

Page 122 of 129 ends

Page 293 ends

Item 7.

Enviro - Chem, Inc.
1214 E. Lexington Avenue, Pomona, CA 91766 Tel (909) 590-5905 Fax (909) 590-5907

METHOD BLANK REPORT
CUSTOMER: Landmark Consultants, Inc.
780 N. 4ili Street
El Centro, CA 92243
Tel: (760)360-0665 E-Mail: [email protected]
PROJECT: SR86-Ave 50
SAMPLING DATE:10/28/24
MATRIX: SOIL
REPORT TO:MR. GREG CHANDRA
DATE RECEIVED:10/28/24
DATE EXTRACTED:10/29/24
DATE ANALYZED:10/29/24
DATE REPORTED:10/31/24
METHOD BLANK REPORT FOR LAB I.D.: 241028-13, -14, -15
Organophosphorus Pesticides Analysis
Method: EPA 8141A
Unit: mg/Kg= Milligram Per Kilogram = PPM

PARAMETER
Azinphos Methyl

SAMPLE RESULT
ND
Bolstar (Sulprofos)
Chlornyrifos
Coumaohos
Demeton-0
Demeton-s
Diazinon
Dichlorvos
Disulfoton
Ethooroo
Eensulfothion
Fenthion
Merphos
Methyl Parathion
Mevinphos
Naled
Phorate
Ronnel
Tetrachlorvinohos (Stiroohosj
Tokuthion (Prothiofos\
Trichloronate
COMMENTS:

OF = DILUTION FACTOR
PQL = PRACTICAL QUANTITATION LIMIT
ACTUAL DETECTION LIMIT = PQL X OF
ND = NON-DETECTED OR BELOW THE ACTUAL
ND
ND
ND
ND
NP
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
PQL

0.05 0.05

0.10 0.10

0.05 0.05

0.05 0.05
0 05
DF
1 1
1 l
1 1
l
1 1
l
l
1 1
1 1
1 l
1 1

Page 123 of 129 ends

Page 294 ends

Item 7.

Enviro-Chem, Inc.
1214 E. Lexington Avenue, Pomona, CA 91766 Tel (909)590-5905 Fax (909)590-5907 EPA 8141A QA/QC Report
Matrix: Solid/Soil/Sludge/Liguid Date Analyzed: 10/29/2024 Unit: mg/Kg (PPM)
Matrix Seike !MS}/Matrix Seike Duelicate !MSDl
S(2iked Samele Lab 1.0.: 241028-13 MS/MSD
Analyte S.R. spk cone MS %REC MSD %REC %RPO ACP %RPO ACP %REC Ethoprop 0.00 0.250 0.270 108% 0.278 111% 3% 0-30% 40-140 Phorate 0.00 0.250 0.281 112% 0.281 112% 0% 0-30% 40-140 Ronnel 0.00 0.250 0.263 105% 0.270 108% 3% 0-30% 40-140 Bolstar 0.00 0.250 0.265 106% 0.270 108% 2% 0-30% 40-140 Lab Control S12ike {LCS) Recover.'.:

Analyte spk cone LCS %REC I ACP %REC
Ethoprop 0.250 0.288 115% 40-140
Phorate 0.250 0.278 111% 40-140
Ronne! 0.250 0.265 106% 40-140
Bolstar 0.250 0.269 108% 40-140
Surrogate Recovery ACP% %REC %REC %REC %REC %REC %REC %REC Sample 1.0. M-BLK 241028-13 241028-14 241028-15
Tributyl Phosphate 40-140 96% 98% 104% 100%
1 riphenyl Phosphate 40-140 105% 104% 113% 104%
Surrogate Recovery ACP% %REC %REC %REC %REC %REC %REC %REC Sample 1.0.

Tributyt Phosphate 40-140
Triphenyl Phosphate 40-140
Surrogate Recovery ACP% %REC %REC %REC %REC %REC %REC %REC Sample I.D.

Tributyl Phosphate 40-140
Triphenyl Phosphate 40-140
S.R. = Sample Result • = Surrogate fail due to matrix interlerence (If Marked) spk cone = Spike Concentration Note: LCS, MS, MSD are in control therefore results are in control. %REC= Percent Recovery
ACP %RPO = Acceptable Percent RPO Range
ACP %REC = Acceptable Percent Recovery Range
Analyzed and Reviewed By: j\;
Final Reviewer:
u
-

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Item 7.
--;'\
Enviro-Chem, Inc. Laboratories
Turnaround Time
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Misc./PO# O Same Day
1214 E. Lexington Avenue, O 24 Hours (f)
Pomona, CA 91766
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SAMPLE ID LABID
SAMPLING !;,i: ci � w Analysis Required DATE TIME
w a: COMMENTS � z I-- a..
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Project Contact: Sampler's Signature:
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Date & Time: Zf 5 i
Date & Time:

Instructions for Sample Storage After Analtsis:
0 Dispose of O Return to Client O Store (30 Days)
0 Other:

CHAIN OF CUSTODY RECORD
WHITE WITH SAMPLE• YELLOW TO CLIE:NT Page __ _ of ___ _ I

Page 125 of 129 ends

Page 296 ends

Item 7.

Page 126 of 129 ends

Exhibit “L”
Irrigation Tile-drain Improvement Plan

Page 297 ends

Item 7.
s
s
s
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s s
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s E 6586000 E 6586200 E 6586400 E 6586600 E 6586800 E 6587000 E 6587200 E 6587400 E 6587600 E 6587800 E 6588000 E 6588200 E 6588400 E 6588600 E 6588800 N 2191400
N 2191600
N 2191800
N 2192000
N 2192200
N 2192400
N 2192600
Trees
Trees
Trees
Trees
Trees Trees
Trees
Trees
Trees
Brush
Dense Brush
Dense Brush
Dense Brush
Dense Brush Scattered Brush
Scattered Brush
Trees
Trees
Trees
Field
Field
Field
Field
Field
Field 778-170-004
778-170-005
778-170-008
778-170-007
778-170-006 778-170-009
778-170-011
763-020-018
778-170-012
763-020-019
763-020-021
603-330-012
603-330-011
603-330-013
603-330-010
778-170-013
778-180-004
STOP

STOP SIGNAL AHEAD

SIGNAL AHEAD

SIGNAL AHEAD
AHEAD
SIGNAL

SIGNAL AHEAD MPH
10 AHEAD
SIGNAL

STOP STOP
STOP
BIKE
LANE

LANE BIKE
STOP STOP STOP AVENUE 50 (EXISTING)
AVENUE 50 (PROPOSED)

TYLER STREET
(PROPOSED)

TYLER STREET
(PROPOSED) TYLER STREET (EXISTING)
EX. FARM LAND
(PETER RABBIT FARMS)
APN 778-180-004
EX. FARM LAND
SEE TD-2 FOR WORK IN THIS AREA
APPROXIMATE SITE AREA.

EX. FARM LAND
(PETER RABBIT FARMS)
APN 778-170-011

ENGINEERING DEPARTMENT

CITY OF COACHELLA
DRAWING NO.

AUTHORIZED SIGNATURE
CITY OF COACHELLA ST-69
95% SUBMITTAL
Know what'sbelow.
before you dig. Call
R

CITY ENGINEER

NOT FOR CONSTRUCTION
SHEET ___ OF
____ SHEETS 3
CITY FILE NO.
- RCE -
PREPARED UNDER THE SUPERVISION OF:

DATE
EMAIL: [email protected]
(760) 341-3101 FAX (760) 341-5999
42-829 COOK STREET, SUITE 104
NV5
80674
VB
BW
BW
AVENUE 50 BRIDGE OVER CVSC - PHASE 1

PETER RABBIT FARMS TILE DRAIN RELOCATION
TITLE SHEET AND NOTES 1
TD-1

Page 127 of 129 ends

Page 298 ends

s
s
s
s
ss
s s
s
s s s
s s
s
s
V V V s
s
s s s
s
s
s
s
s s
ss s
s
s
s s s s s
V
V
V
V
s
s
s E 6586200 E 6586400 E 6586600 E 6586800 E 6587000 E 6587200 E 6587400 E 6587600 E 6587800 E 6588000 E 6588200 N 2191400
N 2191600
N 2191800
N 2192000
N 2192200
N 2192400
N 2192600
Trees
Trees
Trees
Trees
Trees Trees Trees
Trees
Dense Brush
Dense Brush
Dense Brush
Field
Field
Field
Field
Field
Field
778-170-005
778-170-008
778-170-007
778-170-006 778-170-009
778-170-011
763-020-018
778-170-012
763-020-019
778-170-013
778-180-004
STOP
STOP

SIGNAL AHEAD

SIGNAL AHEAD
AHEAD
SIGNAL
AHEAD
SIGNAL

STOP STOP
STOP
BIKE
LANE

LANE BIKE

STOP STOP
STOP
PROP. TYLER ST.

EX. FARM LAND
EX. AVENUE 50

CALLE MENDOZA

COACHELLA VALLEY

STORMWATER CHANNEL
PROP. AVENUE 50
STOP
STOP

SIGNAL AHEAD

SIGNAL AHEAD
AHEAD
SIGNAL
AHEAD
SIGNAL

STOP STOP
STOP
BIKE
LANE

LANE BIKE

STOP STOP
STOP
EX. FARM LAND
(PETER RABBIT FARMS)
APN 778-170-011
EX. FARM LAND
(PETER RABBIT FARMS)
APN 778-180-004

ENGINEERING DEPARTMENT

CITY OF COACHELLA
DRAWING NO.

AUTHORIZED SIGNATURE
CITY OF COACHELLA ST-69
95% SUBMITTAL
Know what'sbelow.
before you dig. Call
R

CITY ENGINEER

NOT FOR CONSTRUCTION
SHEET ___ OF
____ SHEETS 3
CITY FILE NO.
- RCE -
PREPARED UNDER THE SUPERVISION OF:

DATE
EMAIL: [email protected]
(760) 341-3101 FAX (760) 341-5999
42-829 COOK STREET, SUITE 104
NV5
80674
VB
BW
BW
AVENUE 50 BRIDGE OVER CVSC - PHASE 1
PETER RABBIT FARMS TILE DRAIN RELOCATION TD-2
TILE DRAINAGE PLAN 2
Δ
Δ
Δ

Page 128 of 129 ends

Page 299 ends

ENGINEERING DEPARTMENT

CITY OF COACHELLA
DRAWING NO.

AUTHORIZED SIGNATURE
CITY OF COACHELLA ST-69
95% SUBMITTAL
Know what'sbelow.
before you dig. Call
R

CITY ENGINEER

NOT FOR CONSTRUCTION
SHEET ___ OF
____ SHEETS 3
CITY FILE NO.
- RCE -
PREPARED UNDER THE SUPERVISION OF:

DATE
EMAIL: [email protected]
(760) 341-3101 FAX (760) 341-5999
42-829 COOK STREET, SUITE 104
NV5
80674
VB
BW
BW
AVENUE 50 BRIDGE OVER CVSC - PHASE 1

PETER RABBIT FARMS TILE DRAIN RELOCATION

TILE DRAINAGE

SPECIFICATIONS AND DETAILS
TD-3
N.T.S

PIPE TRENCHING AND BACKFILL
3

Page 129 of 129 ends

Page 300 ends

STAFF REPORT
3/12/2025
TO: Honorable Mayor and City Council Members
FROM: Andrew Simmons, P.E., City Engineer
SUBJECT: Authorize staff to receive invoices from Habitat for Humanity of the Coachella Valley, Inc. for the removal and reconstruction of 380 linear feet of exterior garden wall along Sunset Blvd in an amount not to exceed $74, 058.43 including 20% contingency;
Authorize appropriations from Street DIF (Fund 127) in an amount of $74,058.43 for the reimbursements to Habitat of Humanity, City Project ST-128.

STAFF RECOMMENDATION:
o Authorize staff to receive invoices from Habitat for Humanity of the Coachella Valley, Inc. for the removal and reconstruction of 380 linear feet of exterior garden wall along Sunset Blvd in an amount not to exceed $74,058.43 including 20% contingency; o Authorize appropriation from Street DIF (Fund 127) in an amount of $74,058.43 for the reimbursements to Habitat of Humanity, City Project ST-128.

BACKGROUND:

The Avenue 52 Grade Separation was constructed in 2014. These improvements included the extension of Sunset Blvd from Avenue 52 to Grapefruit Blvd. Due to these improvements, a portion of the exterior block wall on Sunset Blvd requires additional repair. After inspecting the condition of the wall, City staff is recommending replacing approximately 380 linear feet to mitigate the damage.

DISCUSSION/ANALYSIS:

The City has been coordinating with Habitat for Humanity of the Coachella Valley, Inc. for the replacement of this wall. In cooperation with the City, Habitat for Humanity has agreed to manage this project and invoice the City directly. They have requested estimates from two companies.

After reviewing, City staff recommends authorizing reimbursement to Habitat for Humanity in an amount not to exceed $74,058.43 including a 20% contingency. This will cover the removal and reconstruction of approximately 380 linear feet of garden wall per City Standards to match existing wall and provide a temporary fence during the construction.

Page 301 ends

Item 8.

FISCAL IMPACT:

With this action, City Council will be appropriating $74,058.43 from Street DIF (Fund 127) to the CIP project Fund (Fund 182), City Project ST-128.

ATTACHMENTS:

1. Request Letter from Habitat for Humanity of the Coachella Valley, Inc.

2. Cost Estimate for temporary fencing

3. Cost Estimate from Gonzalez Construction, Inc.

4. Cost Estimate from Henry’s Masonry Inc.

Page 302 ends

Item 8.

Page 303 ends

Item 8.

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Item 8.

Page 305 ends

Item 8.

Page 306 ends

Item 8.

Page 307 ends

Item 8.

Page 308 ends

Item 8.

Page 309 ends

Item 8.

Page 310 ends

Item 8.

Page 311 ends

Item 8.

STAFF REPORT
3/12/2025
TO: Honorable Mayor and City Council Members
FROM: Maritza Martinez, Public Works Director
SUBJECT: Authorize operation of a beer garden on Saturday, March 22, 2025 from 5pm9pm at Veterans Memorial Park for the 2025 Coachella Mariachi Festival.

STAFF RECOMMENDATION:

Authorize operation of a beer garden on Saturday, March 22, 2025 from 5pm-9pm at Veterans Memorial Park for the 2025 Coachella Mariachi Festival.

EXECUTIVE SUMMARY:

The Coachella Mariachi Festival is a spring event that has occurred since 2017 at Veterans Memorial Park. This year’s event is scheduled for Saturday, March 22, 2025 from 5pm to 9pm.

This year’s event is recommended to also take place at Veterans Memorial Park, 1500 Fourth Street, Coachella.

Starting at 5pm the event will highlight four different mariachi groups and one folklorico dance performance. Also available during the event will be: inflatable slides, lawn games, mechanical bull rides, food vendors and a beer garden. This is a free community event and has no admission or parking fees.

Staff is requesting authorization to allow the operation of a beer garden, from 5pm-9pm. Beer garden operator will be selected based on published request for proposals for local Coachella businesses with appropriate alcohol license/permit.

FISCAL IMPACT:

None.

Page 312 ends

Item 9.

STAFF REPORT
3/12/2025
TO: Honorable Mayor and City Council Members
FROM: Maritza Martinez, Public Works Director
SUBJECT: Approve vehicle leases for FY 2024/25 with Enterprise Fleet Management Inc.

SPECIFICS: Authorize the City Manager to approve the Lease Rate Quotes from Enterprise Fleet Management, Inc. for the following units: (1) 2025 Ford Lightning Flash EV truck 8500, (1) 2025 Ford Transit Van, (2) 2025 Ford F150 XL 4x4 SuperCab and (2) 2025 Ford F250 XL 4x4 SuperCab.

STAFF RECOMMENDATION:

It is recommended that the City Council:

Authorize the City Manager to approve the Lease Rate Quotes from Enterprise Fleet Management, Inc. for the following units: (1) 2025 Ford Lightning Flash EV truck 8500, (1) 2025 Ford Transit Van, (2) 2025 Ford F150 XL 4x4 SuperCab and (2) 2025 Ford F250 Ford F250 XL 4x4 SuperCab.

EXECUTIVE SUMMARY:

The City maintains a fleet of vehicles and equipment for use by various City departments, which include light, medium and heavy-duty vehicles. Prior to 2020, the City of Coachella has historically purchased and owned all fleet vehicles and equipment. Since 2020, the City of Coachella has leased its light duty vehicles to decrease the average age of these units; in 2019 the average age of these units was 13 years.

Today the average age of the City’s fleet is 5.5 years. This positive change in the reduced age of the City’s fleet is due to the City Council’s decision, in February 2020, to surplus and replace eleven/twelve units annually through a Master Equity Lease Agreement with Enterprise Fleet Management (EFM).

This year is the last year in initial the five-year lease plan and six units remain to complete replacement of all light and medium duty vehicles on the approved lease plan. Staff recommends authorizing the City Manager to approve the lease rate quotes and order the following units:
- Two (2) 2025 Ford F-150XL 4x4 SuperCab units; monthly cost per unit with maintenance $987.34;

Page 313 ends

Item 10.
- Two (2) 2025 Ford F250 XL 4x4 SuperCab; monthly cost per unit with maintenance $1,051.60;
- One (1) Ford Transit Van; monthly cost per unit with maintenance $1,118.09; - One (1) Ford Lightning Flash EV Truck; monthly cost per unit with maintenance $1,328.32;
FISCAL IMPACT:

None.

Attachments: Lease Rate Quotes
- 2025 Ford F-150XL 4x4
- 2025 Ford F-250XL 4x4 Ford Explorer
- 2025 Ford Transit Van
- 2025 Ford Lighting Flash EV Truck 8500

Page 314 ends

Item 10.

Prepared For: City of Coachella Date 02/18/2025
Martinez, Maritza AE/AM JDD/ALI
Unit #
Year 2025 Make Ford Model F-150 Lightning
Series Flash All-Wheel Drive SuperCrew Cab 5.5 ft. box 145 in. WB Vehicle Order Type Ordered Term 60 State CA Customer# 588084 $ 63,830.00 Capitalized Price of Vehicle1
$0.00 * Sales Tax 0.0000% State CA
$ 933.81 * Initial License Fee
$ 0.00 Registration Fee
$ 425.00 Other: (See Page 2)
$ 0.00 Capitalized Price Reduction
$ 0.00 Gain Applied From Prior Unit
$ 0.00 * Security Deposit
$315.00 * Taxes
All language and acknowledgments contained in the signed quote apply to all vehicles that are ordered under this signed quote.

Order Information
Driver Name
Exterior Color Oxford White
Interior Color Medium Dark Slate w/ActiveX Trimmed Heated Fr Lic. Plate Type Exempt
GVWR 0
$ 64,255.00 Total Capitalized Amount (Delivered Price)
$ 867.44 Depreciation Reserve @ 1.3500%
$ 317.21 Monthly Lease Charge (Based on Interest Rate - Subject to a Floor) 2 $ 1,184.65 Total Monthly Rental Excluding Additional Services Additional Fleet Management
Master Policy Enrollment Fees
$ 0.00 Commercial Automobile Liability Enrollment
Liability Limit $0.00
$ 0.00 Physical Damage Management Comp/Coll Deductible 0 / 0 $ 40.00 Full Maintenance Program 3 Contract Miles 37,500 OverMileage Charge $ 0.0720 Per Mile Incl: # Brake Sets (1 set = 1 Axle) 0 # Tires 0 Loaner Vehicle Not Included $ 40.00 Additional Services SubTotal
$ 103.67 Tax 8.7500% State CA
$ 1,328.32 Total Monthly Rental Including Additional Services $ 12,208.60 Reduced Book Value at 60 Months
$ 400.00 Service Charge Due at Lease Termination
Quote based on estimated annual mileage of 7,500
(Current market and vehicle conditions may also affect value of vehicle) (Quote is Subject to Customer's Credit Approval)
Notes
Enterprise FM Trust will be the owner of the vehicle covered by this Quote. Enterprise FM Trust (not Enterprise Fleet Management) will be the Lessor of such vehicle under the Master Open - End (Equity) Lease Agreement and shall have all rights and obligations of the Lessor under the Master Open - End (Equity) Lease Agreement with respect to such vehicle.

Lessee must maintain insurance coverage on the vehicle as set forth in Section 11 of the Master Open-End (Equity) Lease Agreement until the vehicle is sold.

ALL TAX AND LICENSE FEES TO BE BILLED TO LESSEE AS THEY OCCUR.

Lessee hereby authorizes this vehicle order, and agrees to lease the vehicle on the terms set forth herein and in the Master Equity Lease Agreement. In the event Lessee fails or refuses to accept delivery of the ordered vehicle, Lessee agrees that Lessor shall have the right to collect damages, including, but not limited to, a $500 disposal fee, interest incurred, and loss of value.

LESSEE City of Coachella

BY TITLE DATE
* INDICATES ITEMS TO BE BILLED ON DELIVERY.
1 Capitalized price of vehicle may be adjusted to reflect final manufacturer's invoice, plus a pre delivery interest charge. Lessee hereby assigns to Lessor any manufacturer rebates and/or manufacturer incentives intended for the Lessee, which rebates and/or incentives have been used by Lessor to reduce the capitalized price of the vehicle. 2 Monthly lease charge will be adjusted to reflect the interest rate on the delivery date (subject to a floor). 3 The inclusion herein of references to maintenance fees/services are solely for the administrative convenience of Lessee. Notwithstanding the inclusion of such references in this [Invoice/Schedule/Quote], all such maintenance services are to be performed by Enterprise Fleet Management, Inc., and all such maintenance fees are payable by Lessee solely for the account of Enterprise Fleet Management, Inc., pursuant to that certain separate [Maintenance Agreement] entered into by and between Lessee and Enterprise Fleet Management, Inc.; provided that such maintenance fees are being billed by Enterprise FM Trust, and are payable at the direction of Enterprise FM Trust, solely as an authorized agent for collection on behalf of Enterprise Fleet Management, Inc.

Open-End (Equity) Lease Rate Quote Quote No: 8677751
Printed On 02/18/2025 03:36:56 PM Page 1 of 6

Page 315 ends

Item 10.

Other Totals
Description (B)illed or (C)apped Price
Pricing Plan Delivery Charge C $ 125.00
Courtesy Delivery Fee C $ 300.00
Total Other Charges Billed $ 0.00
Total Other Charges Capitalized $ 425.00
Other Charges Total $ 425.00
Open-End (Equity) Lease Rate Quote Quote No: 8677751
Printed On 02/18/2025 03:36:56 PM Page 2 of 6

Page 316 ends

Item 10.

VEHICLE INFORMATION:
2025 Ford F-150 Lightning Flash All-Wheel Drive SuperCrew Cab 5.5 ft. box 145 in. WB - US Series ID: W3L
Pricing Summary:

INVOICE MSRP
Base Vehicle $65,275 $67,995.00
Total Options $0.00 $0.00
Destination Charge $2,095.00 $2,095.00
Total Price
SELECTED COLOR:

Exterior: YZ-Oxford White
Interior: 3S-Medium Dark Slate w/ActiveX Trimmed Heated Front Seats SELECTED OPTIONS:

CODE DESCRIPTION INVOICE MSRP
145WB 145" Wheelbase STD STD
3 ActiveX Trimmed Heated Front Seats Included Included
312A Equipment Group 312A Standard NC NC
3S_02 Medium Dark Slate w/ActiveX Trimmed Heated Front Seats NC NC 44L Transmission: Single-Speed Included Included
645 Wheels: 20" Alloy Dark Carbonized Gray Included Included 99U Engine: Dual eMotor - Extended Range Battery Included Included PAINT Monotone Paint Application STD STD
STDGV GVWR: 8,550 lbs Included Included
STDRD Radio: B&O Sound System by Bang & Olufsen Included Included STDTR Tires: 20" All Season Included Included
SYNC SYNC 4A w/Enhanced Voice Recognition Included Included YZ_01 Oxford White NC NC
$67,370.00 $70,090.00
Open-End (Equity) Lease Rate Quote Quote No: 8677751
Printed On 02/18/2025 03:36:56 PM Page 3 of 6

Page 317 ends

Item 10.

CONFIGURED FEATURES:

Body Exterior Features:

Number Of Doors 4
Rear Cargo Door Type: tailgate
Driver And Passenger Mirror: power remote heated manual folding side-view door mirrors with turn signal indicator Running Boards: running boards
Door Handles: body-coloured
Front And Rear Bumpers: body-coloured front and rear bumpers with black rub strip Rear Step Bumper: rear step bumper
Front Tow Hooks: 2 front tow hooks
Box Style: regular
Integrated Storage: pickup integrated storage
Body Material: aluminum body material
: class IV trailering with harness, hitch
Grille: black grille
Convenience Features:

Air Conditioning automatic dual-zone front air conditioning Console Ducts: console ducts
Voice Activated A/C: voice activated air conditioning
Cruise Control: cruise control with steering wheel controls, Adaptive Cruise Control with Stop-and-Go adaptive Trunk/Hatch/Door Remote Release: keyfob cargo access remote release Power Windows: power windows with driver and passenger 1-touch down Remote Keyless Entry: keyfob (all doors) remote keyless entry Illuminated Entry: illuminated entry
Integrated Key Remote: integrated key/remote
Auto Locking: auto-locking doors
Passive Entry: Intelligent Access proximity key
Remote Engine Start: remote start - smart device only (subscription required) Steering Wheel: heated steering wheel with manual tilting, manual telescoping Adjustable Pedals: power adjustable pedals
Day-Night Rearview Mirror: day-night rearview mirror
Auto-dimming Rearview Mirror: auto-dimming rearview mirror Driver and Passenger Vanity Mirror: driver and passenger-side visor mirrors Emergency SOS: SYNC 4 911 Assist emergency communication system Navigation System: Connected Navigation navigation system with voice activation Front Cupholder: front and rear cupholders
Floor Console: full floor console with locking box
Overhead Console: mini overhead console with storage
Glove Box: locking glove box
Driver Door Bin: driver and passenger door bins
Rear Door Bins: rear door bins
Seatback Storage Pockets: 2 seatback storage pockets
Dashboard Storage: dashboard storage
Interior Concealed Storage: interior concealed storage
IP Storage: bin instrument-panel storage
Rear Underseat Storage Tray: rear underseat storage tray Driver Footrest: driver's footrest
Retained Accessory Power: retained accessory power
Power Accessory Outlet: 3 12V DC power outlets
AC Power Outlet: 8 120V AC power outlet
Entertainment Features:
radio SiriusXM with 360L FM/HD/Satellite with seek-scan Radio Data System: radio data system
Amplifier: 640W amplifier
Digital Signal Processor: digital signal processor
Voice Activated Radio: voice activated radio
Speed Sensitive Volume: speed-sensitive volume
Steering Wheel Radio Controls: steering-wheel mounted audio controls Printed On 02/18/2025 03:36:56 PM Page 4 of 6

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Item 10.

Speakers: 8 B&O Sound System by Bang & Olufsen speakers Internet Access: FordPass Connect 4G internet access
1st Row LCD: 2 1st row LCD monitor
Wireless Connectivity: wireless phone connectivity
Antenna: fixed antenna
Lighting, Visibility and Instrumentation Features:

Headlamp Type delay-off projector beam LED low/high beam headlamps Directionally Adaptive Headlights: directionally adaptive headlights Auto-Dimming Headlights: Auto High Beam auto high-beam headlights Cab Clearance Lights: cargo bed light
Front Wipers: variable intermittent wipers
Rear Window Defroster: rear window defroster
Tinted Windows: deep-tinted windows
Dome Light: dome light with fade
Front Reading Lights: front and rear reading lights
Variable IP Lighting: variable instrument panel lighting Display Type: digital appearance
Compass: compass
Exterior Temp: outside-temperature display
Low Tire Pressure Warning: tire specific low-tire-pressure warning Park Distance Control: front and rear parking sensors
Trip Computer: trip computer
Trip Odometer: trip odometer
Lane Departure Warning: lane departure
Blind Spot Sensor: blind spot
Front Pedestrian Braking: front pedestrian detection
Forward Collision Alert: forward collision
Water Temp Gauge: water temp. gauge
Clock: in-radio display clock
Systems Monitor: driver information centre
Rear Vision Camera: rear vision camera
Battery Warning: battery warning
Lights On Warning: lights-on warning
Key in Ignition Warning: key-in-ignition warning
Low Washer Fluid Warning: low-washer-fluid warning
Door Ajar Warning: door-ajar warning
Brake Fluid Warning: brake-fluid warning
Safety And Security:

ABS four-wheel ABS brakes
Number of ABS Channels: 4 ABS channels
Brake Assistance: brake assist
Brake Type: four-wheel disc brakes
Vented Disc Brakes: front and rear ventilated disc brakes Daytime Running Lights: daytime running lights
Driver Front Impact Airbag: driver and passenger front-impact airbags Driver Side Airbag: seat-mounted driver and passenger side-impact airbags Overhead Airbag: Safety Canopy System curtain 1st and 2nd row overhead airbag Knee Airbag: knee airbag
Occupancy Sensor: front passenger airbag occupancy sensor Height Adjustable Seatbelts: height adjustable front seatbelts Seatbelt Pretensioners: front seatbelt pre-tensioners
3Point Rear Centre Seatbelt: 3 point rear centre seatbelt Side Impact Bars: side-impact bars
Perimeter Under Vehicle Lights: remote activated perimeter/approach lights Tailgate/Rear Door Lock Type: tailgate/rear door lock included with power door locks Rear Child Safety Locks: rear child safety locks
Security System: security system
Panic Alarm: panic alarm
Electronic Stability: AdvanceTrac w/Roll Stability Control electronic stability stability control with anti-rollover Printed On 02/18/2025 03:36:56 PM Page 5 of 6

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Item 10.

Traction Control: ABS and driveline traction control
Front and Rear Headrests: manual adjustable front head restraints Rear Headrest Control: 3 rear head restraints
Seats And Trim:

Seating Capacity max. seating capacity of 5
Front Bucket Seats: front bucket seats
Front Heated Cushion: driver and passenger heated-cushions Front Heated Seatback: driver and passenger heated-seatbacks Number of Driver Seat Adjustments: 8-way driver and passenger seat adjustments Reclining Driver Seat: power reclining driver and passenger seats Driver Lumbar: power 2-way driver and passenger lumbar support Driver Height Adjustment: power height-adjustable driver and passenger seats Driver Fore/Aft: power driver and passenger fore/aft adjustment Driver Cushion Tilt: power driver and passenger cushion tilt Front Centre Armrest Storage: front centre armrest
Rear Seat Type: rear 60-40 split-bench seat
Rear Folding Position: rear seat fold-up cushion
Leather Upholstery: ActiveX leatherette front and rear seat upholstery Headliner Material: full cloth headliner
Floor Covering: full carpet floor covering
Cabback Insulator: cabback insulator
Dashboard Console Insert, Door Panel Insert Combination: metal-look instrument panel insert, door panel insert, console insert Shift Knob Trim: urethane shift knob
LeatherSteeringWheel: ActiveX leatherette steering wheel Floor Mats: carpet front and rear floor mats
Interior Accents: chrome/metal-look interior accents
Cargo Space Trim: plastic cargo space
Trunk Lid: plastic trunk lid/rear cargo door
Cargo Tie Downs: cargo tie-downs
Cargo Light: cargo light
Concealed Cargo Storage: concealed cargo storage
Air Compressor: tire mobility kit
Standard Engine:

Engine 536-hp, (electric)
Standard Transmission:

Transmission 1-speed automatic
Printed On 02/18/2025 03:36:56 PM Page 6 of 6

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Item 10.

Prepared For: City of Coachella Date 02/06/2025
Martinez, Maritza AE/AM JDD/ALI
Unit #
Year 2025 Make Ford Model F-250
Series XL 4x4 SD Super Cab 8 ft. box 164 in. WB SRW
Vehicle Order Type Ordered Term 60 State CA Customer# 588084 $ 49,101.00 Capitalized Price of Vehicle1
$0.00 * Sales Tax 0.0000% State CA
$ 716.33 * Initial License Fee
$ 0.00 Registration Fee
$ 425.00 Other: (See Page 2)
$ 0.00 Capitalized Price Reduction
$ 0.00 Gain Applied From Prior Unit
$ 0.00 * Security Deposit
$140.00 * Taxes
All language and acknowledgments contained in the signed quote apply to all vehicles that are ordered under this signed quote.

Order Information
Driver Name
Exterior Color Oxford White
Interior Color Medium Dark Slate w/HD Vinyl 40/20/40 Split B Lic. Plate Type Exempt
GVWR 0
$ 49,526.00 Total Capitalized Amount (Delivered Price)
$ 668.60 Depreciation Reserve @ 1.3500%
$ 245.09 Monthly Lease Charge (Based on Interest Rate - Subject to a Floor) 2 $ 913.69 Total Monthly Rental Excluding Additional Services Additional Fleet Management
Master Policy Enrollment Fees
$ 0.00 Commercial Automobile Liability Enrollment
Liability Limit $0.00
$ 0.00 Physical Damage Management Comp/Coll Deductible 0 / 0 $ 57.96 Full Maintenance Program 3 Contract Miles 37,500 OverMileage Charge $ 0.0720 Per Mile Incl: # Brake Sets (1 set = 1 Axle) 0 # Tires 0 Loaner Vehicle Not Included $ 57.96 Additional Services SubTotal
$ 79.95 Tax 8.7500% State CA
$ 1,051.60 Total Monthly Rental Including Additional Services $ 9,410.00 Reduced Book Value at 60 Months
$ 400.00 Service Charge Due at Lease Termination
Quote based on estimated annual mileage of 7,500
(Current market and vehicle conditions may also affect value of vehicle) (Quote is Subject to Customer's Credit Approval)
Notes
Enterprise FM Trust will be the owner of the vehicle covered by this Quote. Enterprise FM Trust (not Enterprise Fleet Management) will be the Lessor of such vehicle under the Master Open - End (Equity) Lease Agreement and shall have all rights and obligations of the Lessor under the Master Open - End (Equity) Lease Agreement with respect to such vehicle.

Lessee must maintain insurance coverage on the vehicle as set forth in Section 11 of the Master Open-End (Equity) Lease Agreement until the vehicle is sold.

ALL TAX AND LICENSE FEES TO BE BILLED TO LESSEE AS THEY OCCUR.

LESSEE City of Coachella

Open-End (Equity) Lease Rate Quote Quote No: 8633797
Printed On 02/06/2025 01:58:03 PM Page 1 of 6

Page 321 ends

Item 10.

Other Totals
Description (B)illed or (C)apped Price
Pricing Plan Delivery Charge C $ 125.00
Courtesy Delivery Fee C $ 300.00
Total Other Charges Billed $ 0.00
Total Other Charges Capitalized $ 425.00
Other Charges Total $ 425.00
Open-End (Equity) Lease Rate Quote Quote No: 8633797
Printed On 02/06/2025 01:58:03 PM Page 2 of 6

Page 322 ends

Item 10.

VEHICLE INFORMATION:
2025 Ford F-250 XL 4x4 SD Super Cab 8 ft. box 164 in. WB SRW - US Series ID: X2B
Pricing Summary:

INVOICE MSRP
Base Vehicle $48,104 $50,635.00
Total Options $542.00 $595.00
Destination Charge $1,995.00 $1,995.00
Total Price
SELECTED COLOR:

Exterior: Z1-Oxford White
Interior: AS-Medium Dark Slate w/HD Vinyl 40/20/40 Split Bench Seat SELECTED OPTIONS:

CODE DESCRIPTION INVOICE MSRP
164WB 164" Wheelbase STD STD
425 50-State Emissions System STD STD
44F Transmission: TorqShift-G 10-Speed Automatic Included Included 600A Order Code 600A NC NC
64A Wheels: 17" Argent Painted Steel Included Included
85S Tough Bed Spray-In Bedliner $542.00 $595.00
99A Engine: 6.8L 2V DEVCT NA PFI V8 Gas Included Included A HD Vinyl 40/20/40 Split Bench Seat Included Included
AS_03 Medium Dark Slate w/HD Vinyl 40/20/40 Split Bench Seat NC NC PAINT Monotone Paint Application STD STD
STDGV GVWR: 10,000 lb Payload Package Included Included STDRD Radio: AM/FM Stereo w/MP3 Player Included Included SYNC4 SYNC 4 Included Included
TD8 Tires: LT245/75Rx17E BSW A/S Included Included
WARANT Fleet Customer Powertrain Limited Warranty NC NC X37 3.73 Axle Ratio Included Included
Z1_01 Oxford White NC NC
$50,641.00 $53,225.00
Open-End (Equity) Lease Rate Quote Quote No: 8633797
Printed On 02/06/2025 01:58:03 PM Page 3 of 6

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Item 10.

CONFIGURED FEATURES:

Body Exterior Features:

Number Of Doors 4
Rear Driver Door: reverse opening rear passenger doors
Rear Cargo Door Type: tailgate
Driver And Passenger Mirror: power remote heated manual folding side-view door mirrors with turn signal indicator Convex Driver Mirror: convex driver and passenger mirror Mirror Type: manual extendable trailer mirrors
Door Handles: black
Front And Rear Bumpers: black front and rear bumpers with black rub strip Rear Step Bumper: rear step bumper
Front Tow Hooks: 2 front tow hooks
Bed Liner: bed liner
Box Style: regular
Body Material: aluminum body material
: class V trailering with harness, hitch
Grille: black grille
Convenience Features:

Air Conditioning manual air conditioning
Air Filter: air filter
Cruise Control: cruise control with steering wheel controls Power Windows: power windows with driver and passenger 1-touch down Remote Keyless Entry: keyfob (front doors) remote keyless entry Illuminated Entry: illuminated entry
Integrated Key Remote: integrated key/remote
Auto Locking: auto-locking doors
Remote Engine Start: remote start - smart device only (subscription required) Steering Wheel: steering wheel with manual tilting, manual telescoping Day-Night Rearview Mirror: day-night rearview mirror
Emergency SOS: SYNC 4 911 Assist emergency communication system Front Cupholder: front and rear cupholders
Overhead Console: full overhead console with storage
Glove Box: illuminated locking glove box
Dashboard Storage: dashboard storage
IP Storage: covered bin instrument-panel storage
Retained Accessory Power: retained accessory power
Power Accessory Outlet: 2 12V DC power outlets
Entertainment Features:
radio AM/FM stereo with seek-scan
Voice Activated Radio: voice activated radio
Speed Sensitive Volume: speed-sensitive volume
Steering Wheel Radio Controls: steering-wheel mounted audio controls Speakers: 6 speakers
Internet Access: FordPass Connect 5G internet access
1st Row LCD: 2 1st row LCD monitor
Wireless Connectivity: wireless phone connectivity
Antenna: fixed antenna
Lighting, Visibility and Instrumentation Features:

Headlamp Type delay-off reflector halogen headlamps
Cab Clearance Lights: cargo bed light
Front Wipers: variable intermittent wipers
Tinted Windows: light-tinted windows
Dome Light: dome light with fade
Front Reading Lights: front reading lights
Variable IP Lighting: variable instrument panel lighting Display Type: digital/analog appearance
Tachometer: tachometer
Printed On 02/06/2025 01:58:03 PM Page 4 of 6

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Item 10.

Compass: compass
Exterior Temp: outside-temperature display
Low Tire Pressure Warning: tire specific low-tire-pressure warning Trip Computer: trip computer
Trip Odometer: trip odometer
Oil Pressure Gauge: oil pressure gauge
Water Temp Gauge: water temp. gauge
Transmission Oil Temp Gauge: transmission oil temp. gauge Engine Hour Meter: engine hour meter
Clock: in-radio display clock
Systems Monitor: driver information centre
Rear Vision Camera: rear vision camera
Oil Pressure Warning: oil-pressure warning
Water Temp Warning: water-temp. warning
Battery Warning: battery warning
Lights On Warning: lights-on warning
Key in Ignition Warning: key-in-ignition warning
Low Fuel Warning: low-fuel warning
Door Ajar Warning: door-ajar warning
Brake Fluid Warning: brake-fluid warning
Safety And Security:

ABS four-wheel ABS brakes
Number of ABS Channels: 4 ABS channels
Brake Assistance: brake assist
Brake Type: four-wheel disc brakes
Vented Disc Brakes: front and rear ventilated disc brakes Daytime Running Lights: daytime running lights
Spare Tire Type: full-size spare tire
Spare Tire Mount: underbody mounted spare tire w/crankdown Driver Front Impact Airbag: driver and passenger front-impact airbags Driver Side Airbag: seat-mounted driver and passenger side-impact airbags Overhead Airbag: Safety Canopy System curtain 1st and 2nd row overhead airbag Height Adjustable Seatbelts: height adjustable front seatbelts 3Point Rear Centre Seatbelt: 3 point rear centre seatbelt Side Impact Bars: side-impact bars
Perimeter Under Vehicle Lights: remote activated perimeter/approach lights Tailgate/Rear Door Lock Type: tailgate/rear door lock included with power door locks Ignition Disable: SecuriLock immobilizer
Security System: security system Ford Security Package (1-year included with activation) Panic Alarm: panic alarm
Electronic Stability: AdvanceTrac w/Roll Stability Control electronic stability stability control with anti-rollover Traction Control: ABS and driveline traction control
Front and Rear Headrests: manual adjustable front head restraints Rear Headrest Control: 3 rear head restraints
Seats And Trim:

Seating Capacity max. seating capacity of 6
Front Bucket Seats: front split-bench 40-20-40 seats
Number of Driver Seat Adjustments: 4-way driver and passenger seat adjustments Reclining Driver Seat: manual reclining driver and passenger seats Driver Lumbar: manual driver and passenger lumbar support Driver Fore/Aft: manual driver and passenger fore/aft adjustment Front Centre Armrest Storage: front centre armrest with storage Rear Seat Type: rear 60-40 split-bench seat
Rear Folding Position: rear seat fold-up cushion
Leather Upholstery: vinyl front and rear seat upholstery Headliner Material: full cloth headliner
Floor Covering: full vinyl/rubber floor covering
Shift Knob Trim: urethane shift knob
Interior Accents: chrome interior accents
Printed On 02/06/2025 01:58:03 PM Page 5 of 6

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Item 10.

Standard Engine:

Engine 405-hp, 6.8-liter V-8 (regular gas)
Standard Transmission:

Transmission 10-speed automatic w/ OD and PowerShift automatic Printed On 02/06/2025 01:58:03 PM Page 6 of 6

Page 326 ends

Item 10.

Prepared For: City of Coachella Date 11/08/2024
Martinez, Maritza AE/AM JDD/ALI
Unit #
Year 2025 Make Ford Model Transit-250 Cargo
Series Base Rear-Wheel Drive High Roof Van 148 in. WB
Vehicle Order Type Ordered Term 60 State CA Customer# 588084 $ 52,723.00 Capitalized Price of Vehicle1
$0.00 * Sales Tax 0.0000% State CA
$ 755.62 * Initial License Fee
$ 0.00 Registration Fee
$ 300.00 Other: (See Page 2)
$ 0.00 Capitalized Price Reduction
$ 0.00 Gain Applied From Prior Unit
$ 0.00 * Security Deposit
$87.50 * Taxes
All language and acknowledgments contained in the signed quote apply to all vehicles that are ordered under this signed quote.

Order Information
Driver Name
Exterior Color Oxford White
Interior Color Dark Palazzo Gray w/Cloth Front Bucket Seats Lic. Plate Type Exempt
GVWR 0
$ 53,023.00 Total Capitalized Amount (Delivered Price)
$ 715.81 Depreciation Reserve @ 1.3500%
$ 258.17 Monthly Lease Charge (Based on Interest Rate - Subject to a Floor) 2 $ 973.98 Total Monthly Rental Excluding Additional Services Additional Fleet Management
Master Policy Enrollment Fees
$ 0.00 Commercial Automobile Liability Enrollment
Liability Limit $0.00
$ 0.00 Physical Damage Management Comp/Coll Deductible 0 / 0 $ 58.89 Full Maintenance Program 3 Contract Miles 37,500 OverMileage Charge $ 0.0720 Per Mile Incl: # Brake Sets (1 set = 1 Axle) 0 # Tires 0 Loaner Vehicle Not Included $ 58.89 Additional Services SubTotal
$ 85.22 Tax 8.7500% State CA
$ 1,118.09 Total Monthly Rental Including Additional Services $ 10,074.40 Reduced Book Value at 60 Months
$ 400.00 Service Charge Due at Lease Termination
Quote based on estimated annual mileage of 7,500
(Current market and vehicle conditions may also affect value of vehicle) (Quote is Subject to Customer's Credit Approval)
Notes
Enterprise FM Trust will be the owner of the vehicle covered by this Quote. Enterprise FM Trust (not Enterprise Fleet Management) will be the Lessor of such vehicle under the Master Open - End (Equity) Lease Agreement and shall have all rights and obligations of the Lessor under the Master Open - End (Equity) Lease Agreement with respect to such vehicle.

Lessee must maintain insurance coverage on the vehicle as set forth in Section 11 of the Master Open-End (Equity) Lease Agreement until the vehicle is sold.

ALL TAX AND LICENSE FEES TO BE BILLED TO LESSEE AS THEY OCCUR.

LESSEE City of Coachella

Open-End (Equity) Lease Rate Quote Quote No: 8444297
Printed On 11/08/2024 10:51:22 AM Page 1 of 5

Page 327 ends

Item 10.

Other Totals
Description (B)illed or (C)apped Price
Pricing Plan Delivery Charge B $ 125.00
Courtesy Delivery Fee C $ 300.00
Total Other Charges Billed $ 125.00
Total Other Charges Capitalized $ 300.00
Other Charges Total $ 425.00
Open-End (Equity) Lease Rate Quote Quote No: 8444297
Printed On 11/08/2024 10:51:22 AM Page 2 of 5

Page 328 ends

Item 10.

VEHICLE INFORMATION:
2025 Ford Transit-250 Cargo Base Rear-Wheel Drive High Roof Van 148 in. WB - US Series ID: R1X
Pricing Summary:

INVOICE MSRP
Base Vehicle $49,210 $51,800.00
Total Options $2,358.00 $2,590.00
Destination Charge $2,095.00 $2,095.00
Total Price
SELECTED COLOR:

Exterior: YZ-Oxford White
Interior: CK-Dark Palazzo Gray w/Cloth Front Bucket Seats SELECTED OPTIONS:

CODE DESCRIPTION INVOICE MSRP
101A Order Code 101A NC NC
148WB 148" Wheelbase STD STD
15F Full Rear Compartment Lighting $69.00 $75.00
17P 6 Cargo Tie-Down Hooks $23.00 $25.00
21L Dark Palazzo Gray Cloth Bucket Seats w/Armrests $104.00 $115.00 425 50-State Emissions System STD STD
43B Back Up Alarm $169.00 $185.00
44U Transmission: 10-Spd Automatic w/OD & SelectShift Included Included 545 Short-Arm Manual-Folding Heated Pwr Adjusting Mirrors $145.00 $160.00 58U Radio: AM/FM Stereo Included Included
60B Heavy-Duty Cargo Flooring $1,001.00 $1,100.00
63E Dual AGM Batteries (70 Amp-hr Each) Included Included 85B Heavy-Duty Scuff Plate Kit Included Included
90D 110V/400W Power Outlet $433.00 $475.00
91C Black High-Intensity Discharge (HID) Headlamps $414.00 $455.00 998 Engine: 3.5L PFDi V6 Flex-Fuel Included Included
C Cloth Front Bucket Seats NC NC
CK_01 Dark Palazzo Gray w/Cloth Front Bucket Seats NC NC PAINT Monotone Paint Application STD STD
STDGV GVWR: 9,070 lb Included Included
STDTR Tires: 235/65R16C 121/119 R AS BSW Included Included STDWL Wheels: 16" Silver Steel w/Black Hubcap Included Included WARANT Fleet Customer Powertrain Limited Warranty NC NC X4L 4.10 Limited-Slip Axle Ratio Included Included
YZ_02 Oxford White NC NC
$53,663.00 $56,485.00
Open-End (Equity) Lease Rate Quote Quote No: 8444297
Printed On 11/08/2024 10:51:22 AM Page 3 of 5

Page 329 ends

Item 10.

CONFIGURED FEATURES:

Body Exterior Features:

Number Of Doors 3
Rear Cargo Door Type: split swing-out
Driver And Passenger Mirror: power remote heated manual folding side-view door mirrors with turn signal indicator Convex Driver Mirror: convex driver and passenger mirror Door Handles: black
Front And Rear Bumpers: black front and rear bumpers
Front License Plate Bracket: front license plate bracket Body Material: fully galvanized steel body material
Body Side Cladding: black bodyside cladding
Grille: black grille
Convenience Features:

Air Conditioning manual air conditioning
Cruise Control: cruise control with steering wheel controls Power Windows: power windows with driver 1-touch down
Remote Keyless Entry: keyfob (all doors) remote keyless entry Illuminated Entry: illuminated entry
Integrated Key Remote: integrated key/remote
Auto Locking: auto-locking doors
Steering Wheel: steering wheel with manual tilting, manual telescoping Front Cupholder: front cupholder
Floor Console: partial floor console with box
Glove Box: locking glove box
Driver Door Bin: driver and passenger door bins
IP Storage: bin instrument-panel storage
Driver Footrest: driver's footrest
Power Accessory Outlet: 3 12V DC power outlets
AC Power Outlet: 1 120V AC power outlet
Entertainment Features:
radio AM/FM stereo with seek-scan
Steering Wheel Radio Controls: steering-wheel mounted audio controls Speakers: 4 speakers
Internet Access: FordPass Connect 4G internet access
1st Row LCD: 1 1st row LCD monitor
Wireless Connectivity: wireless phone connectivity
Antenna: fixed antenna
Lighting, Visibility and Instrumentation Features:

Headlamp Type delay-off projector beam high intensity low/high beam headlamps Auto-Dimming Headlights: Auto High Beam auto high-beam headlights Front Wipers: variable intermittent wipers
Tinted Windows: light-tinted windows
Dome Light: dome light with fade
Front Reading Lights: front reading lights
Variable IP Lighting: variable instrument panel lighting Display Type: analog appearance
Tachometer: tachometer
Low Tire Pressure Warning: low-tire-pressure warning
Trip Odometer: trip odometer
Lane Departure Warning: lane departure
Forward Collision Alert: forward collision
Water Temp Gauge: water temp. gauge
Clock: in-radio display clock
Systems Monitor: driver information centre
Rear Vision Camera: rear vision camera
Oil Pressure Warning: oil-pressure warning
Water Temp Warning: water-temp. warning
Printed On 11/08/2024 10:51:22 AM Page 4 of 5

Page 330 ends

Item 10.

Battery Warning: battery warning
Lights On Warning: lights-on warning
Key in Ignition Warning: key-in-ignition warning
Low Fuel Warning: low-fuel warning
Door Ajar Warning: door-ajar warning
Trunk Ajar Warning: trunk-ajar warning
Brake Fluid Warning: brake-fluid warning
Safety And Security:

ABS four-wheel ABS brakes
Number of ABS Channels: 4 ABS channels
Brake Assistance: brake assist
Brake Type: four-wheel disc brakes
Vented Disc Brakes: front ventilated disc brakes
Spare Tire Type: full-size spare tire
Spare Tire Mount: underbody mounted spare tire w/crankdown Driver Front Impact Airbag: driver and passenger front-impact airbags Driver Side Airbag: seat-mounted driver and passenger side-impact airbags Overhead Airbag: Safety Canopy System curtain 1st row overhead airbag Occupancy Sensor: front passenger airbag occupancy sensor Height Adjustable Seatbelts: height adjustable front seatbelts Seatbelt Pretensioners: front seatbelt pre-tensioners
Side Impact Bars: side-impact bars
Tailgate/Rear Door Lock Type: tailgate/rear door lock included with power door locks Ignition Disable: SecuriLock immobilizer
Panic Alarm: panic alarm
Electronic Stability: Ford Co-Pilot360 w/Side Wind Stabilization electronic stability stability control with anti-rollover Traction Control: ABS and driveline traction control
Front and Rear Headrests: manual adjustable front head restraints Break Resistant Glass: break resistant glass
Seats And Trim:

Seating Capacity max. seating capacity of 2
Front Bucket Seats: front bucket seats
Number of Driver Seat Adjustments: 4-way driver and passenger seat adjustments Reclining Driver Seat: manual reclining driver and passenger seats Driver Lumbar: manual driver and passenger lumbar support Driver Seat Mounted Armrest: driver and passenger seat mounted armrests Driver Fore/Aft: manual driver and passenger fore/aft adjustment Leather Upholstery: cloth front seat upholstery
Headliner Material: front cloth headliner
Floor Covering: front vinyl/rubber floor covering
Dashboard Console Insert, Door Panel Insert Combination: metal-look instrument panel insert, door panel insert, console insert Shift Knob Trim: urethane shift knob
Cargo Space Trim: vinyl/rubber cargo space
Cargo Tie Downs: cargo tie-downs
Cargo Light: cargo light
Standard Engine:

Engine 275-hp, 3.5-liter V-6 (regular gas)
Standard Transmission:

Transmission 10-speed automatic w/ OD and PowerShift automatic Printed On 11/08/2024 10:51:22 AM Page 5 of 5

Page 331 ends

Item 10.

Prepared For: City of Coachella Date 02/06/2025
Martinez, Maritza AE/AM JDD/ALI
Unit #
Year 2025 Make Ford Model F-150
Series XL 4x4 SuperCab 6.5 ft. box 145 in. WB
Vehicle Order Type Ordered Term 60 State CA Customer# 588084 $ 45,936.00 Capitalized Price of Vehicle1
$0.00 * Sales Tax 0.0000% State CA
$ 684.29 * Initial License Fee
$ 0.00 Registration Fee
$ 425.00 Other: (See Page 2)
$ 0.00 Capitalized Price Reduction
$ 0.00 Gain Applied From Prior Unit
$ 0.00 * Security Deposit
$201.25 * Taxes
All language and acknowledgments contained in the signed quote apply to all vehicles that are ordered under this signed quote.

Order Information
Driver Name
Exterior Color Oxford White
Interior Color Black w/Medium Dark Slate w/Vinyl 40/20/40 Fr Lic. Plate Type Exempt
GVWR 0
$ 46,361.00 Total Capitalized Amount (Delivered Price)
$ 625.87 Depreciation Reserve @ 1.3500%
$ 229.59 Monthly Lease Charge (Based on Interest Rate - Subject to a Floor) 2 $ 855.46 Total Monthly Rental Excluding Additional Services Additional Fleet Management
Master Policy Enrollment Fees
$ 0.00 Commercial Automobile Liability Enrollment
Liability Limit $0.00
$ 0.00 Physical Damage Management Comp/Coll Deductible 0 / 0 $ 57.03 Full Maintenance Program 3 Contract Miles 37,500 OverMileage Charge $ 0.0720 Per Mile Incl: # Brake Sets (1 set = 1 Axle) 0 # Tires 0 Loaner Vehicle Not Included $ 57.03 Additional Services SubTotal
$ 74.85 Tax 8.7500% State CA
$ 987.34 Total Monthly Rental Including Additional Services $ 8,808.80 Reduced Book Value at 60 Months
$ 400.00 Service Charge Due at Lease Termination
Quote based on estimated annual mileage of 7,500
(Current market and vehicle conditions may also affect value of vehicle) (Quote is Subject to Customer's Credit Approval)
Notes
Enterprise FM Trust will be the owner of the vehicle covered by this Quote. Enterprise FM Trust (not Enterprise Fleet Management) will be the Lessor of such vehicle under the Master Open - End (Equity) Lease Agreement and shall have all rights and obligations of the Lessor under the Master Open - End (Equity) Lease Agreement with respect to such vehicle.

Lessee must maintain insurance coverage on the vehicle as set forth in Section 11 of the Master Open-End (Equity) Lease Agreement until the vehicle is sold.

ALL TAX AND LICENSE FEES TO BE BILLED TO LESSEE AS THEY OCCUR.

LESSEE City of Coachella

Open-End (Equity) Lease Rate Quote Quote No: 8633755
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Other Totals
Description (B)illed or (C)apped Price
Pricing Plan Delivery Charge C $ 125.00
Courtesy Delivery Fee C $ 300.00
Total Other Charges Billed $ 0.00
Total Other Charges Capitalized $ 425.00
Other Charges Total $ 425.00
Open-End (Equity) Lease Rate Quote Quote No: 8633755
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VEHICLE INFORMATION:
2025 Ford F-150 XL 4x4 SuperCab 6.5 ft. box 145 in. WB - US Series ID: X1L
Pricing Summary:

INVOICE MSRP
Base Vehicle $43,414 $45,460.00
Total Options $2,767.00 $3,040.00
Destination Charge $1,995.00 $1,995.00
Total Price
SELECTED COLOR:

Exterior: YZ-Oxford White
Interior: AS-Black w/Medium Dark Slate w/Vinyl 40/20/40 Front Seat SELECTED OPTIONS:

CODE DESCRIPTION INVOICE MSRP
101A Equipment Group 101A Standard NC NC
145WB 145" Wheelbase STD STD
153 Front License Plate Bracket NC NC
425 50 State Emissions System STD STD
44G Transmission: Electronic 10-Speed Automatic Included Included 53T Tow/Haul Package $715.00 $785.00
64C Wheels: 17" Silver Steel Included Included
67T Integrated Trailer Brake Controller Included Included 96W Tough Bed Spray-In Bedliner $542.00 $595.00
998 Engine: 3.5L V6 EcoBoost $1,510.00 $1,660.00
A Vinyl 40/20/40 Front Seat NC NC
AS_02 Black w/Medium Dark Slate w/Vinyl 40/20/40 Front Seat NC NC NONGV GVWR: 7,100 lbs Payload Package Included Included PAINT Monotone Paint Application STD STD
STDRD Radio: AM/FM Stereo w/6 Speakers Included Included STDTR Tires: 265/70R17 BSW A/T Included Included
SYNC SYNC 4 w/Enhanced Voice Recognition Included Included WARANT Fleet Customer Powertrain Limited Warranty NC NC XL9 Electronic Locking w/3.55 Axle Ratio Included Included YZ_01 Oxford White NC NC
$48,176.00 $50,495.00
Open-End (Equity) Lease Rate Quote Quote No: 8633755
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CONFIGURED FEATURES:

Body Exterior Features:

Number Of Doors 4
Rear Driver Door: reverse opening rear passenger doors
Rear Cargo Door Type: tailgate
Driver And Passenger Mirror: power remote heated manual folding side-view door mirrors Door Handles: black
Front And Rear Bumpers: black front and rear bumpers with black rub strip Rear Step Bumper: rear step bumper
Front Tow Hooks: 2 front tow hooks
Front License Plate Bracket: front license plate bracket Bed Liner: bed liner
Box Style: regular
Integrated Storage: pickup integrated storage
Body Material: aluminum body material
: class IV trailering with harness, hitch, brake controller Grille: black grille
Convenience Features:

Air Conditioning manual air conditioning
Air Filter: air filter
Cruise Control: cruise control with steering wheel controls Power Windows: power windows with driver and passenger 1-touch down Remote Keyless Entry: keyfob (front doors) remote keyless entry Illuminated Entry: illuminated entry
Integrated Key Remote: integrated key/remote
Auto Locking: auto-locking doors
Remote Engine Start: remote start - smart device only (subscription required) Steering Wheel: steering wheel with manual tilting, manual telescoping Day-Night Rearview Mirror: day-night rearview mirror
Emergency SOS: SYNC 4 911 Assist emergency communication system Front Cupholder: front and rear cupholders
Overhead Console: mini overhead console with storage
Glove Box: locking glove box
Driver Door Bin: driver and passenger door bins
Rear Door Bins: rear door bins
Dashboard Storage: dashboard storage
Interior Concealed Storage: interior concealed storage
IP Storage: bin instrument-panel storage
Retained Accessory Power: retained accessory power
Entertainment Features:
radio AM/FM stereo with seek-scan
Radio Data System: radio data system
Voice Activated Radio: voice activated radio
Speed Sensitive Volume: speed-sensitive volume
Steering Wheel Radio Controls: steering-wheel mounted audio controls Speakers: 6 speakers
Internet Access: FordPass Connect 5G internet access
1st Row LCD: 2 1st row LCD monitor
Wireless Connectivity: wireless phone connectivity
Antenna: fixed antenna
Lighting, Visibility and Instrumentation Features:

Headlamp Type delay-off reflector LED low/high beam headlamps Auto-Dimming Headlights: Auto High Beam auto high-beam headlights Cab Clearance Lights: cargo bed light
Front Wipers: variable intermittent wipers
Tinted Windows: light-tinted windows
Dome Light: dome light with fade
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Front Reading Lights: front reading lights
Variable IP Lighting: variable instrument panel lighting Display Type: digital/analog appearance
Tachometer: tachometer
Voltometer: voltmeter
Compass: compass
Exterior Temp: outside-temperature display
Low Tire Pressure Warning: tire specific low-tire-pressure warning Park Distance Control: rear parking sensors
Trip Computer: trip computer
Trip Odometer: trip odometer
Lane Departure Warning: lane departure
Blind Spot Sensor: blind spot
Front Pedestrian Braking: front pedestrian detection
Forward Collision Alert: forward collision
Oil Pressure Gauge: oil pressure gauge
Water Temp Gauge: water temp. gauge
Transmission Oil Temp Gauge: transmission oil temp. gauge Clock: in-radio display clock
Check Control: redundant digital speedometer
Rear Vision Camera: rear vision camera
Oil Pressure Warning: oil-pressure warning
Water Temp Warning: water-temp. warning
Battery Warning: battery warning
Lights On Warning: lights-on warning
Key in Ignition Warning: key-in-ignition warning
Low Fuel Warning: low-fuel warning
Door Ajar Warning: door-ajar warning
Brake Fluid Warning: brake-fluid warning
Safety And Security:

ABS four-wheel ABS brakes
Number of ABS Channels: 4 ABS channels
Brake Assistance: brake assist
Brake Type: four-wheel disc brakes
Vented Disc Brakes: front and rear ventilated disc brakes Daytime Running Lights: daytime running lights
Spare Tire Type: full-size spare tire
Spare Tire Mount: underbody mounted spare tire w/crankdown Driver Front Impact Airbag: driver and passenger front-impact airbags Driver Side Airbag: seat-mounted driver and passenger side-impact airbags Overhead Airbag: Safety Canopy System curtain 1st and 2nd row overhead airbag Occupancy Sensor: front passenger airbag occupancy sensor Height Adjustable Seatbelts: height adjustable front seatbelts Seatbelt Pretensioners: front seatbelt pre-tensioners
3Point Rear Centre Seatbelt: 3 point rear centre seatbelt Side Impact Bars: side-impact bars
Perimeter Under Vehicle Lights: remote activated perimeter/approach lights Tailgate/Rear Door Lock Type: tailgate/rear door lock included with power door locks Ignition Disable: SecuriLock immobilizer
Security System: security system
Panic Alarm: panic alarm
Electronic Stability: AdvanceTrac w/Roll Stability Control electronic stability stability control with anti-rollover Traction Control: ABS and driveline traction control
Front and Rear Headrests: manual adjustable front head restraints Rear Headrest Control: 3 rear head restraints
Seats And Trim:

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Reclining Driver Seat: manual reclining driver and passenger seats Driver Fore/Aft: manual driver and passenger fore/aft adjustment Front Centre Armrest Storage: front centre armrest
Rear Seat Type: rear 60-40 split-bench seat
Rear Folding Position: rear seat fold-up cushion
Leather Upholstery: vinyl front and rear seat upholstery Headliner Material: full cloth headliner
Floor Covering: full vinyl/rubber floor covering
Cabback Insulator: cabback insulator
Shift Knob Trim: urethane shift knob
Interior Accents: chrome interior accents
Standard Engine:

Engine 400-hp, 3.5-liter V-6 (regular gas)
Standard Transmission:

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Item 10.

STAFF REPORT
3/12/2025
TO: Honorable Mayor and City Council Members
FROM: Maritza Martinez, Public Works Director
SUBJECT: Award Amendment No. 2 to Vintage Associates, Inc for Landscape Maintenance Services for Grapefruit Blvd Medians and Parkway Project No. 121421; increasing term of agreement by one-year and compensation by $71,780.70.

STAFF RECOMMENDATION:

Award Amendment No. 2 to Vintage Associates, Inc for Landscape Maintenance Services for Grapefruit Blvd Medians and Parkway Project No. 121421; increasing term of agreement by one year and compensation by $71,780.70.

EXECUTIVE SUMMARY:

The City published a Request for Proposals (“RFP”) for Landscape Maintenance Services for Grapefruit Blvd Medians and Parkway. This RFP closed on January 12, 2022 and in February 2022 was awarded to Vintage Associates, Inc. The original award was for a two-year term for $135,240.00 and allowed for two additional one-year terms with annual increases based on Consumer Price Index (CPI). On June 12, 2024, staff awarded Vintage Associates, Inc Amendment No. 1 increasing their term for one additional year.

Staff is recommending award of Amendment No. 2 extending the term of the agreement for the second one-year term extension; CPI from January 2024-January 2025 was 3%. This additional one-year term extension would increase the contract amount by $71,780.70 (includes a 3% CPI increase); the new total compensation for the four year contract would now reflect a total not to exceed amount of $274,640.70.

FISCAL IMPACT:

The recommended action will not have a fiscal impact as it is budgeted in the existing budget.

Attachments:

Proposed Amendment

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Item 11.
1 ORANGE\CCAMPOS\34530. 2 BBK: MARCH 2007
Amendment No. 2 to the Maintenance Services Agreement
Between the City of Coachella
and
Vintage Landscape Project No. 121421

2. Parties And Date.

This Amendment No. 2 to the Maintenance Services Agreement ("Amendment No.2 ") is made and entered into this 12th day of March, 2025 by and between the City of Coachella ("City") and Vintage Landscape, ("Contractor"). City and Contractor are sometimes individually referred to as "Party" and collectively as "Parties" in this Amendment No.2.

2. Recitals.

2.2 Agreement. City and Contractor entered into that certain Agreement for Landscape Maintenance Service for Grapefruit Blvd Median and Parkway Project No. 121421 ("Agreement"), entered into on February 9, 2022 and Amended for the first time on June 12, 2024.

2.2 Amendment. City and Contractor desire to amend the Agreement for the second time to amend the term of the Agreement as set forth in this Amendment No. 2.

3. Amendments.

3.1. Compensation. Section 3.1.2 and 3.3.1, of the Agreement are hereby deleted in their entirety and replaced with the following:

3.1.2 Term. The term of the Agreement shall be from February 14, 2022 to February 13, 2026, unless earlier terminated as provided herein. The City shall have the unilateral option, at its sole discretion, to renew this Agreement automatically for no more than two additional one-year terms. Contractor shall complete the Services within the term of the Agreement, and shall meet any other established schedules and deadlines. The Parties may be mutual written consent extend the term of this Agreement if necessary to complete the Services

3.3.1 Compensation. Contractor shall receive compensation, including authorized reimbursements, for all Services rendered under this Agreement at the rates set forth in Exhibit ”C” attached hereto and incorporated herein by reference. The total compensation shall not exceed two hundred seventy-four thousand and six-hundred forty dollars and seventy cents ($274,640.70) without written approval of City’s City Council. Extra Work may be authorized, as described below, and if authorized, will be compensated at the rates and manner set forth in this Agreement.

3.2 Exhibit C. Exhibit C are hereby deleted and replaced with a revised Exhibit C attached hereto.

3.3 Continuing Effect of Agreement. Except as amended by this Amendment No.2, all

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Coachella City CouncilMarch 12, 2025

Coachella City Council
March 12, 2025