Coachella City Council
January 24, 2024

Item 26.

City of Coachella Page 4
Committee Membership – 2024 – DRAFT
Battalion Chief
Finance Director
Permit Technician (Support Staff)
Code Enforcement
Economic Development/Planning Sub-Committee – (Meetings held on the 1st Thursday of each month at 5:00 p.m. in the Council Chambers of City Hall located at 1515 Sixth Street, Coachella) Steven Hernandez, Mayor – Chair
Stephanie Virgen, Councilmember
City Manager
Development Services Director
Economic Development Director
Finance Director
Senior Citizens Advisory Sub-Committee – (Meetings called as needed, if held, on the 3 rd Wednesday
of the month at 1:00 p.m.)
Neftali Galarza, Mayor Pro Tem
Frank Figueroa, Councilmember
Public Works Director
Senior Center Coordinator (Support Staff)
Engineering/Public Works/Water-Sewer Sub-Committee – (Meetings called as needed.) Steven Hernandez, Mayor
Denise Delgado, Councilmember
City Manager
Development Services Director
Economic Development Manager
Finance Director
Utilities Department Assistant (Support Staff)
Sister City Sub-Committee – (Meetings called as needed.) Steven Hernandez, Mayor
Neftali Galarza, Mayor Pro Tem
City Manager
Economic Development Manager
COACHELLA VALLEY ASSOCIATION OF GOVERNMENTS – Dark during the months of March, July, August, October and December*
Executive Committee – (Meetings held on last Monday* at 4:30 p.m.) Steven Hernandez, Mayor, Member
Neftali Galarza, Mayor Pro Tem, Alternate
City Manager, Staff

Item 26.

City of Coachella Page 5
Committee Membership – 2024 – DRAFT
CVAG COMMITTEES – (Continued)
Transportation Committee – (Meetings held on 1
st Monday* at 10:00 a.m.)
Steven Hernandez, Mayor, Member
Neftali Galarza, Councilmember, Alternate
City Engineer, Staff
Homelessness Committee – (Meetings held on 3rd Wednesday* at 10:00 a.m.) Denise Delgado, Councilmember, Member
Frank Figueroa, Councilmember, Alternate
Economic Development Manager, Staff
Development Services Director, Staff, Alternate
Energy/Environmental Resources – (Meetings held on 2nd Thursday of each month at 12:00 noon) Stephanie Virgen, Councilmember, Member
Neftali Galarza, Mayor Pro Tem, Alternate
Assistant to the City Manager, Staff
Public Safety – (Meetings held on 2nd Monday* at 9:00 a.m.) Frank Figueroa, Councilmember, Member
City Manager, Staff
Police Chief
Battalion Chief
Technical Planning Sub-Committee – (Meetings held on 3rd Tuesday* at 11:00 a.m.) Development Services Director, Staff
Senior Planner, Staff, Alternate
Transportation Technical Advisory Sub-Committee – (Meetings held on 4th Monday* at 10:00 a.m.) City Engineer, Staff
Public Works Director, Staff, Alternate
Solid Waste and Recycling Technical Working Group – (Meetings are held quarterly on 2nd Monday at 3:00 p.m.)
Public Works Director, Staff
Environmental/Regulatory Program Manager, Staff, Alternate JPA/ Coachella Valley Conservation Commission (CVCC) – (Meetings held on 2nd Thursday of each month at 11:00 a.m.) Dark each March, August, October and December.

Steven Hernandez, Mayor, Member
Frank Figueroa, Councilmember, Alternate Page 414
Item 26.

City of Coachella Page 6
Committee Membership – 2024 – DRAFT
SUNLINE TRANSIT AGENCY – (Meetings are held on 4th Wednesday of each month at noon in the Board Room, 32505 Harry Oliver Trail, Thousand Palms)
Denise Delgado, Councilmember, Member
Frank Figueroa, Councilmember, Alternate
COACHELLA VALLEY MOSQUITO & VECTOR CONTROL DISTRICT BOARD – (Meetings are held every 2nd Tuesday of each month at 6:00 p.m. at the District's Ben Laflin Administration Building, 43-420 Trader Place, Indio. Trustees are appointed for a fixed term of either two (2) or four (4) years, Frank Figueroa, Councilmember (Term Expires January 2024) Public Works Director, Staff
PALM SPRINGS INTERNATIONAL AIRPORT COMMISSION – (Meetings held on 3 rd Wednesday of each
month at 5:30 p.m. The City representative(s) may be council members, community members or staff.) Economic Development Director/Manager
Denise Delgado, Councilmember, Member (Term Expires June 30, 2024 RIVERSIDE COUNTY TRANSPORTATION COMMISSION – (Executive Meetings are held at 9:00 a.m. on the 2
nd Wednesday of each month; and the Budget and Implementation meetings are held at 9:30 a.m. on the 4th Monday of each month at the County of Riverside Administrative Center, 4080 Lemon Street, Riverside. Video teleconferencing is available from La Quinta City Hall.

Steven Hernandez, Mayor, Member – Executive
Stephanie Virgen, Councilmember, Member – Budget and Implementation City Engineer, Staff, TAC Member
Public Works Director, Staff, TAC Alternate
PUBLIC ENTITIES RISK MANAGEMENT AUTHORITY (PERMA) – (Meetings at the DoubleTree Resort 67-967 Vista Chino, Cathedral City. Held quarterly, 1st Thursday of last month of each quarter.) Human Resources Manager, Staff, Member
Finance Director, Staff, Alternate
ABANDONED VEHICLE AUTHORITY – (Meetings held quarterly. Date and location for next meeting are announced at each meeting. Locations hosted by different cities.) Finance Director, Member
Code Compliance Manager, Alternate
SOUTHERN CALIFORNIA ASSOCIATION OF GOVERNMENTS – Three assignments: 1) Community, Economic and Human Development Committee (CEHD) – (Meetings are held from 10 a.m. – 12:00 noon, followed by the 2) Regional Council (RC) from 12:15 – 2:00 p.m.) on the first Thursday of each month; and 3) Legislative/Communications and Membership Committee (LCMC) meets from 8:30 a.m. – 10:00 a.m. on the 3rd Tuesday of each month in Los Angeles at 818 W. 7th Street, 12th Floor; contact number is 213-236-1800).

Item 26.

City of Coachella Page 7
Committee Membership – 2024 – DRAFT
Denise Delgado, Councilmember, Member
SOUTHERN CALIFORNIA ASSOCIATION OF GOVERNMENTS – General Assembly – (Meetings are held At least once every year (usually in April or May).

Denise Delgado, Councilmember, Voting Delegate
COACHELLA/INDIO WASTE TRANSFER STATION JOINT POWERS AUTHORITY – (Meetings held at as needed, at Coachella City Hall located at 1515 Sixth Street, Coachella.) Steve Hernandez, Mayor, Board Member
Frank Figueroa, Councilmember, Alternate
Public Works Director, Staff
WASTE MANAGEMENT CONTRACT AMENDMENT - AD HOC COMMITTEE – (Held as needed.) Stephanie Virgen, Councilmember
Steven Hernandez, Mayor
NPDES TASK FORCE – (Meetings held first Wednesday of each month at 10 a.m.) Environmental/Regulatory Program Manager, Member
Sanitary Superintendent, Member
CHAMBER OF COMMERCE LIAISON – (Meetings held as needed) Neftali Galarza, Mayor Pro Tem
Frank Figueroa, Councilmember
Assistant to the City Manager, Staff
Executive Assistant, Staff
JOINT WATER POLICY ADVISORY COMMITTEE MEETING – (As needed at CVWD’S Coachella office, 85-995 Avenue 52, Coachella, Rummonds Training Room.)
Steven Hernandez, Mayor, Member
Frank Figueroa, Councilmember, Member
Utilities Manager, Staff
COACHELLA VALLEY ANIMAL CAMPUS COMMISSION – (Meetings held on 2nd Thursday, every three months (quarterly) at 9:30 a.m. at the Coachella Valley Animal Campus, 72-050 Pet Land Place, Thousand Palms, CA 92276
Denise Delgado, Councilmember, Member
City Manager, Staff
ENERGY CONSUMERS ADVISORY COMMITTEE – (Meetings held at 6:00 p.m. on the 1st Monday of each month (unless that date falls on a holiday, then it will be held the following Monday). Committee members are appointed for four-year staggered terms and must reside in the IID boundary area for the Coachella Valley.

Item 26.

City of Coachella Page 8
Committee Membership – 2024 – DRAFT
Meetings shall be held, alternately, in the Imperial Irrigation District's William R. Condit Auditorium at 1285 Broadway, EI Centro; and in Imperial Irrigation District Board Room, 81- 600 Avenue 58, La Quinta.

Finance Manager, Member (Term Expires December 2024)
City Engineer, Member (Term Expires December 2024)
Public Works Director, Staff
COACHELLA VALLEY ENERGY COMMISSION – (Meetings held at 4:00 p.m. on the second Thursday of each month. Meetings may be held at the IID Boardroom at its La Quinta Headquarters, 81-600 Avenue 58 La Quinta, or rotating at member agency locations. Commission members are appointed for one-year terms with no term limits, and must reside within the IID boundary area for the Coachella Valley. (New for 2021) Stephanie Virgen, Mayor Pro Tem, Member (Term Expires December 2024) UTILITY USERS CITIZENS OVERSIGHT COMMITTEE – (Meetings held at [time] on the [day] of each month. Meetings will be held at [location and address]
Member
Staff
COACHELLA VALLEY MOUNTAINS CONSERVANCY – (Meetings held at 3:00 p.m. on the 2nd Monday of January, March, May, July, September and November at Conference Room 115, 73-710 Fred Waring Drive, Palm Desert. Terms are for 2-years. Appointees must be either the Mayor or a Councilmember.) Denise Delgado, Councilmember, Member (Term Expires December 2024 – 2-year term) Frank Figueroa, Councilmember, Alternate
Development Services Director, Staff, non-member
DILLON ROAD JOINT POWERS AUTHORITY – Board Members are represented by the City Coachella, Twenty-Nine Palms Band of Mission Indians, and Cabazon Band of Mission Indians. Each director and alternate shall serve for a term of two (2) years. At least one regular meeting shall be held each fiscal quarter on the 2nd Thursday of each month at 3:00 p.m. at rotating locations of the member agencies.

Steven Hernandez, as Member (Term Expires December 2024 – 2-year term) Stephanie Virgen, as Member (Term Expires December 2024 – 2-year term) Denise Delgado, as Alternate Member (Term Expires December 2024 – 2-year term)

Item 26.

Item 26.

Item 26.

Item 26.

Fu

STAFF REPORT
1/24/2024
TO: Honorable Mayor and City Council Members
FROM: Andrew Simmons, P.E., City Engineer
SUBJECT: Authorize the City of Coachella City Manager to Finalize and Execute a Memorandum of Understanding between the City of Coachella and the Twenty Nine Palms Mission Indians For Establishment of Dillon Road Maintenance Area, And, Approve Installation of a New Signalized Intersection on Dillon Road Serving the Main Entrance to the 29 Palms Coachella Complex.

STAFF RECOMMENDATION:

Authorize the City of Coachella City Manager to Finalize and Execute a Memorandum of Understanding between the City of Coachella and the Twenty Nine Palms Mission Indians For Establishment of Dillon Road Maintenance Area.

Approve Installation of a New Signalized Intersection on Dillon Road Serving the Main Entrance to the 29 Palms Coachella Complex.

BACKGROUND:

The Coachella Complex is the portion of Land that encompasses Spotlight 29 casino on the Northwest side of Dillon Road between Harrison Place and Vista Del Sur. Currently this section of road is a 4 lane road with center medians. The Center Medians have no existing landscaping or lighting and no sidewalks or pedestrian facilities exist on either side of the roadway. Per the City General Plan and per approved Regional Specific and Transportation plans, the roadway is designated as a “Major Arterial with enhanced Bicycle Facilities” and a traffic signal has been envisioned at the primary Complex entrance between Harrison Place and Vista Del Sur.

DISCUSSION/ANALYSIS:

During the 2023 calendar year, the 29 Palms Band of Mission Indians (Tribe) approached City staff to discuss improvements to the Spotlight 29 Casino property, also known as the Coachella Complex Improvements (Complex). Plans for the Tribe Complex include construction of a gasoline dispensing travel center, a restaurant and an expansion of the casino facilities to include hotel accommodations. The totality of the proposed Complex improvements on the Tribal land is not subject to review and approval by the City, but the Tribe graciously worked with the City to

Item 27.
complete Street Improvement plans that fully complied with both the City and CVAG regional transportation plans. Thus, the Complex project is proposing to install full frontage improvements, including installation and repair of existing asphalt, widened traffic lanes, curbs gutter, sidewalks, landscaping along the frontage and landscaped medians. These design elements are in conformance with the design guidelines in the City General Plan for a Major Arterial. These improvements are in conformance with what the City would require of a similar development under a Conditional Use Permit process.

In addition to the proposed frontage improvements, the Tribe has also conducted a full project Traffic analysis, which meets the standards of typical engineering analysis, conducted for city projects. Per the Recommendations of the Traffic Analysis the Tribe will also be installing a fully operation Traffic Signal at the Complex entrance and making improvements to the signalized intersection at Harrison Place and Dillon Road. The Traffic Signal plans and proposed operation have been reviewed by both the City and CVAG and will be designed to fully compatible with the regional CVSYNC functionality and will be timed in conjunction with the Harrison and SR 86 traffic signals for synchronized operations. A copy of the proposed Improvement Plans are attached as Exhibit B
In addition to providing the needed frontage improvements and signalized intersection at the Complex, the Tribe also desires to enter into a Memorandum of Understanding (MOU) regarding the future maintenance and operations of the proposed improvements. A copy of the draft MOU is attached herein as Exhibit A. While minor details are still being worked out within the MOU, a summary of the agreement is as follows:
 The Tribe will take responsibility for the maintenance and operation of all sidewalks, landscaping, lighting, artwork, etc. along the project frontage. This includes responsibility for water and utility bills associated with irrigation and lighting needs. The Tribe will also assume all responsibility for the operation and maintenance of the proposed traffic signal.  The City will continue to be responsible for the future maintenance of the asphalt roadway surface and existing City utilities that exist within the right-of-way. Since the Tribe project is installing new asphalt, it is anticipated that asphalt maintenance will be minimized.

FISCAL IMPACT:

There is no fiscal impact to the City to enter into the MOU or approve the Traffic Signal. The Tribe shall be financially responsible for maintenance and operations of all new and enhanced frontage installations. The City shall only be financially responsible for asphalt and utility maintenance in accordance with our existing obligations.

ATTACHMENTS:

1. Exhibit A – City/Tribe Dillon Road Draft MOU.

2. Exhibit B – Dillon Road Improvement Plans.

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1 __________________________________________________________

MEMORANDUM OF UNDERSTANDING

BETWEEN

THE CITY OF COACHELLA
AND

TWENTY-NINE PALMS OF MISSION INDIANS,

A FEDERALLY RECOGNIZED INDIAN TRIBE LOCATED IN
THE STATE OF CALIFORNIA (THE “TRIBE”)

REGARDING

THE MAINTENANCE OF A PORTION OF DILLON ROAD IN THE CITY OF

COACHELLA, COUNTY OF RIVERSIDE
ADJACENT TO THE TRIBE’S TRIBAL LANDS LOCATED AT
46-200 HARRISON PLACE, COACHELLA, CALIFORNIA 92236
JANUARY ___, 2024
______________________________________________________

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2 MEMORANDUM OF UNDERSTANDING
The Memorandum of Understanding (the “Agreement”), dated and effective as of January _____, 2024 (the “Effective Date”) is entered into by and between (i) the City of Coachella, California; and (ii) the Twenty-Nine Palms Band of Mission Indians, a Federally recognized Indian Tribe located in the State of California (the “Tribe”) with reference to the following facts (the City and the Tribe are referred to collectively as the “Parties” and individually as a “Party):

A. The Tribe’s tribal lands include the real property and improvements which are commonly known as 46-200 Harrison Place, Coachella, California 92236, and which are more particularly described in Exhibit "A" attached to this Agreement (collectively, the “Tribe’s Coachella Complex”). The Tribe’s Coachella Complex consists of federal trust lands of which the Tribe is the beneficial owner, including approximately 53.02 acres of land, existing buildings containing approximately 248,600 square feet of space, an existing parking garage containing approximately 1,200 automobile parking spaces, paved parking lots for approximately 2,301 vehicles, and related real property improvements.

B. The Tribe is presently engaged in various stages of planning for and development of substantial additional improvements to the Tribe’s Coachella Complex (such additional improvements are referred to collectively, the “Coachella Complex Improvements”), including (1) a proposed travel center, convenience store, weigh station, truck wash, and automobile and truck fueling facility; and (2) an expansion of the Tribe’s existing “Spotlight 29 Casino” (“Spotlight 29”) to include a hotel with approximately two hundred guest rooms, dining facilities, and other amenities.

C. In connection with the proposed Coachella Complex Improvements planned by the Tribe, the City and the Tribe have agreed on certain public improvements to be made by the Tribe (collectively, the “Dillon Road Improvements”), at the Tribe’s expense, pursuant to the approved street improvement plans which are more particularly described in Exhibit “D” attached to this Agreement. The portion of Dillon Road which fronts the Tribe’s Coachella Complex and Spotlight 29 and which is more particularly described in Exhibit “B” attached to this Agreement is referred to as the “Dillon Road Maintenance Area”.

D. A portion of the Dillon Road Maintenance Area is presently owned by the City, and a portion of the Dillon Road Maintenance Area presently constitutes part of the Tribe’s tribal lands and the Tribe’s Coachella Complex.

E. It is the Tribe’s desire that the Dillon Road Improvements and the appearance, quality, and utility of the Dillon Road Maintenance Area be maintained at a level which is consistent with the high quality of the Tribe’s Coachella Complex, including the Coachella Complex Improvements proposed by the Tribe.

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3 F. The City and the Tribe desire to enter into this Agreement in order to specify, clarify, and revise the division of responsibility between the Parties as to the maintenance, repair, and upkeep of the Dillon Road Maintenance Area and the Parties’ respective responsibilities with regard to the maintenance, repair, and upkeep of City Utilities, Drainage Facilities, Existing Water Main, Landscaping, Lighting, Light Signal Facilities, Light Signal/Lighting Utility Service, Median, Other Utilities/Facilities, Pedestrian Facilities, Retaining Walls, Road Surface, Road Striping, Signage, and other structures and improvements located within the Dillon Road Maintenance Area, all on the terms of this Agreement.

THEREFORE, for valuable consideration, the receipt and sufficiency of which are hereby acknowledged by the Parties, the Parties agree as follows:

SECTION 1 – CERTAIN DEFINITIONS
For purposes of this Agreement, the following terms shall have the following definitions:

1.1 “Applicable Laws” means all local, state, and federal statutes, laws, ordinances, rules, requirements, and regulations affecting the Dillon Road Maintenance Area and/or the improvements installed and/or to be installed thereon.

1.2 “City Utilities” means all public water, sewer and other utilities currently owned and operated by the City and associated appurtenances such as but not limited to: valves, fire hydrants, manholes, cleanouts, etc., on, under or about the Dillon Road Maintenance Area.

1.3 “Drainage Facilities” means, collectively, curbs gutters, and water drainage facilities installed and/or to be installed by the Tribe in the Dillon Road Maintenance Area.

1.4 “Emergency Circumstance” means the existence of a condition on the Dillon Road Maintenance Area resulting from a Party’s failure to comply with its maintenance and repair obligations under this Agreement, which failure either (a) reasonably creates an emergency or hazardous condition on the Dillon Road Maintenance Area because of an imminent threat of material damage to property or imminent threat of significant injury to any person; or (b) materially interferes with (i) access, ingress, and egress to and from the Tribe’s Coachella Complex or (ii) the use and occupancy of the Tribe’s Coachella Complex.

1.5 “Existing Water Main” means the existing underground water main, which includes but is not limited to existing main lines, valves, fire hydrants, manholes, and which is owned, maintained, and operated by the City along the easterly border of the Tribe’s Coachella Complex which fronts Dillon Road.

1.6 “Landscaping” means the landscaping and water irrigation system serving such landscaping installed and/or to be installed in the Dillon Road Maintenance Area.

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4 1.7 “Lighting” means the public lighting poles and facilities installed and/or to be installed in the Dillon Road Maintenance Area.

1.8 “Light Signal Facilities” means the public traffic and pedestrian light signals installed and/or to be installed in the Dillon Road Maintenance Area, including the light signal facilities at the main entrance to the Tribe’s Coachella Complex at the intersection of Lucky Way and Dillon Road.

1.9 “Light Signal/Lighting Utility Service” means the electrical utility service installed and to be installed in the Dillon Road Maintenance Area (including transformers, electrical panels, and conduit lines) serving the Light Signal Facilities and Lighting.

1.10 “Median” means the median strip installed and/or to be installed in the Dillon Road Maintenance Area by the Tribe.

1.11 “Other Utilities/Facilities” means all public utilities as defined by the Public Utilities Commission including but not limited to: electric, gas, telephone, cable television, internet, power poles, etc. installed and/or to be installed in the Dillon Road Maintenance Area, excluding only the facilities described in Sections 1.7, 1.8, and 1.9 above.

1.12 “Pedestrian Facilities” means all sidewalks, and ramps placed behind curb and gutter.

1.13 “Retaining Walls” means the retaining walls and similar structures installed and/or to be installed in the Dillon Road Maintenance Area.

1.14 “Road Surface” means, the asphalt road surface, and does not include any concrete curbs, gutters, cross gutters or drainage inlets associated with installation of raised medians or raised Pedestrian Facilities.

1.15 “Road Striping” means the road striping, lane dividers, curb and pavement markets installed and/or to be installed in the Dillon Road Maintenance Area.

1.16 “Signage” means all public traffic and other signage installed and/or to be installed in the Dillon Road Maintenance Area, excluding the Light Signal Facilities.

SECTION 2 – MAINTENANCE OF DILLON ROAD MAINTENANCE AREA

2.1 Tribe’s Maintenance Responsibilities. Upon completion of the Dillon Road Improvements by the Tribe, the Tribe, at its expense, shall be responsible for the prompt maintenance, repair, and upkeep of the following improvements in a good, workmanlike, and attractive manner and in accordance with all Applicable Laws:

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5 2.1.1 The Lighting;

2.1.2 The Light Signal Facilities, including the reasonable adjustment and control of such Light Signal Facilities when reasonably necessary to accommodate special events at the Tribe’s Coachella Complex;

2.1.3 The Light Signal/Lighting Utility Service;

2.1.4 The Median;

2.1.5 The Landscaping;

2.1.6 The Retaining Walls,

2.1.7 Pedestrian Facilities;

2.1.8 The Striping, including any restriping that may be required in the future;

2.1.9 Drainage Facilities; and

2.1.10 If Tribe’s maintenance activities under this Agreement, or failure to fulfill such maintenance obligations, result in damage to the Existing Water Main, Road Surface, Signage, or City Utilities, then Tribe shall promptly repair such damage at its sole cost and expense.

2.2 City’s Maintenance Responsibilities. Upon completion of the Dillon Road Improvements by the Tribe, the City, at its expense, shall be responsible for the prompt maintenance, repair, and upkeep of the following improvements in a good, workmanlike, and attractive manner and in accordance with all Applicable Laws:

2.2.1 The Road Surface, including (a) the prompt repair of future potholes in the Road Surface which may occur following the Tribe’s initial completion of the Dillon Road Improvements; and (b) the repaving of the Road Surface which may reasonably be required in the future following the Tribe’s completion of the Dillon Road Improvements;

2.2.2 The Signage; and

2.2.3 City Utilities.

2.3 Maintenance of Other Utilities/Facilities. Upon completion of the Dillon Road Improvements by the Tribe, the respective Other Utilities/Facilities in the Dillon Road Maintenance Area shall be maintained and repaired by those respective utility companies to the extent that such companies have or would have responsibility for such maintenance and repair in the absence of this Agreement. Notwithstanding anything to the contrary contained in this

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6 Agreement, nothing in this Agreement constitutes, or shall be construed as, the grant or transfer by the Tribe of any permanent easement, right-of-way, or similar interest in favor of the City or any other person or entity for any existing or future use or purpose over, under, across or through all or any part of the Tribe’s Coachella Complex or any other of the Tribe’s tribal lands. Any future grant or transfer of such any such permanent easement, easements, or other rights are the subject of the City’s discussions with the Bureau of Indian Affairs, as described in Section 4.2.2 below.

SECTION 3 – LEGAL RELATIONS AND RESPONSIBILITIES

3.1 Responsibilities to Third Persons or Entities. Nothing contained in this Agreement is intended to or shall be deemed to create duties or obligations on the part of any of the Parties in favor of any third person or entity (each, a “Non-Party”) or to affect the legal liability of any of the Parties to a Non-Party by imposing any standard of care with respect to the maintenance of the Dillon Road Maintenance Area that is different or varies from the standard of care imposed by Applicable Laws.

3.2 Acts or Omissions by the Tribe. The Tribe shall indemnify, protect, defend (by counsel reasonably acceptable to the City), and hold harmless the City and each of its officers, agents, servants, employees, and independent contractors (the City and all of the other foregoing persons and entities are referred to collectively as the "City Indemnitees") from any and all claims, losses, costs, damages, expenses and liabilities (including court costs and reasonable attorneys' fees) (referred to collectively as “Claims and Liabilities”) arising out of or caused by anything done or omitted to be done by the Tribe under this Agreement, except if and to the extent that any such Claims and Liabilities are proximately caused by the negligence, intentional misconduct, or breach of this Agreement by a City Indemnitee. The provisions of this Section shall survive the termination of this Agreement with respect to any Claims and Liabilities arising in connection with any event occurring prior to such termination.

3.3 Acts or Omissions by the City. The City shall indemnify, protect, defend (by counsel reasonably acceptable to the Tribe), and hold harmless the Tribe and each of its members, officers, agents, servants, employees, and independent contractors (the Tribe and all of the other foregoing persons and entities are referred to collectively as the "Tribe Indemnitees") from any and all Claims and Liabilities arising out of or caused by anything done or omitted to be done by the City under this Agreement, except if and to the extent that any such Claims and Liabilities are proximately caused by the negligence, intentional misconduct, or breach of this Agreement by a Tribe Indemnitee. The provisions of this Section shall survive the termination of this Agreement with respect to any Claims and Liabilities arising in connection with any event occurring prior to such termination.

3.4 Tribe - Commercial General Liability Insurance. The Tribe shall at all times maintain commercial general liability insurance on an occurrence basis covering the insured against claims of bodily injury, personal injury and property damage arising out of the Tribe’s operations on the Dillon Road Maintenance Area, with a combined general liability policy limit

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7 of at least $2,000,000.00 per each occurrence and aggregate liability, which combined limit may be satisfied by the limit afforded under the commercial general liability policy, or by such policy in combination with the limits afforded by an umbrella or excess liability policy; provided that the coverage afforded under any such umbrella or excess liability policy is at least as broad in all material respects as that afforded by the underlying commercial general liability policy. Such policy shall name the City as an additional insured, and promptly following the City’s written request from time to time, the Tribe shall provide the City with a certificate of liability insurance evidencing the insurance required by this Section.

3.5 City - Commercial General Liability Insurance. The City shall at all times maintain commercial general liability insurance on an occurrence basis form covering the insured against claims of bodily injury, personal injury and property damage arising out of the City’s operations on the Dillon Road Maintenance Area, with a combined general liability policy limit of at least $2,000,000.00 per each occurrence and aggregate liability, which combined limit may be satisfied by the limit afforded under such commercial general liability policy, or by such policy in combination with the limits afforded by an umbrella or excess liability policy; provided that the coverage afforded under any such umbrella or excess liability policy is at least as broad in all material respects as that afforded by the underlying commercial general liability policy.

Such policy shall name the Tribe as an additional insured, and promptly following the Tribe’s written request, the City shall provide the Tribe with a certificate of liability insurance evidencing the insurance required by this Section.

3.6 General Insurance Requirements. The policies of insurance required to be carried by each of the Parties under this Article 3 (a) shall be issued by an reputable insurance company having a rating of not less than A-X in Best's Insurance Guide (or a comparable rating by another reputable insurance rating service); and (b) be primary insurance as to all claims thereunder and shall be non-contributing with any insurance carried by the other Party. The dollar amounts of insurance coverage to be maintained by each Party pursuant to Sections 3.4 and 3.5 above shall be increased by twenty percent (20%) effective on the tenth (10th) annual anniversary of the Effective Date and every ten (10) years thereafter during the term of this Agreement.

3.7 Prevailing Wage Requirements.

3.7.1 Tribe acknowledges that the City has made no representation, express or implied, to Tribe or any person associated with Tribe regarding whether or not laborers employed relative to the Tribe’s maintenance responsibilities described in Section 2 of this Agreement must be paid the prevailing per diem wage rate for their labor classification, as determined by the State of California, pursuant to California Labor Code Sections 1720, et seq.

Tribe agrees with the City that Tribe shall assume the responsibility and be solely responsible for determining whether or not laborers employed relative to any of the Tribe’s maintenance responsibilities described in Section 2 of this Agreement must be paid the prevailing per diem wage rate for their labor classification, as determined by the State of California, pursuant to California Labor Code Sections 1720, et seq.

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8 3.7.2. Tribe, on behalf of itself, its successors, and assigns, waives and releases the City from any right of action that may be available to any of them pursuant to California Labor Code Sections 1726 and 1781. Tribe acknowledges the protections of California Civil Code Section 1542 relative to the waiver and release contained in this Section which reads as follows:

A GENERAL RELEASE DOES NOT EXTEND TO CLAIMS

THAT THE CREDITOR OR RELEASING PARTY DOES NOT

KNOW OR SUSPECT TO EXIST IN HIS OR HER FAVOR AT

THE TIME OF EXECUTING THE RELEASE AND THAT, IF

KNOWN BY HIM OR HER, WOULD HAVE MATERIALLY

AFFECTED HIS OR HER SETTLEMENT WITH THE DEBTOR
OR RELEASED PARTY.

BY INITIALING BELOW, OWNER KNOWINGLY AND

VOLUNTARILY WAIVES THE PROVISIONS OF
CALIFORNIA CIVIL CODE SECTION 1542 SOLELY IN

CONNECTION WITH THE WAIVERS AND RELEASES OF
THIS SECTION:
___________________________
TRIBE

3.7.3. Additionally, Tribe shall indemnify, defend with counsel acceptable to the City and hold harmless the City against any claims pursuant to California Labor Code Section 1781 arising from this Agreement, including the maintenance of any improvements on or in the Dillon Road Maintenance Area by the Tribe, in accordance with the terms of Section 3.2 of this Agreement, except if and to the extent that any such claims are caused by the willful and intentional misconduct, or breach of this Agreement by a City Indemnitee.

3.7.4. If Civil Code sections 9550 et seq. require contractors to procure a payment bond, then the Tribe shall ensure that its contractors deliver the required bond.

SECTION 4 – MISCELLANEOUS TERMS

4.1 Term of Agreement. This Agreement shall become effective as of the Effective Date and shall remain in full force and effect until terminated upon mutual written agreement executed by each of the Parties.

4.2 Existing Water Main.

4.2.1 The City shall maintain and repair at its sole expense the Existing Water Main, including the prompt repair of any damage to the Road Surface, Drainage Facilities, or Pedestrian Facilities located above Existing Water Main, which damage is caused by the City’s maintenance and/or repair of the Existing Water Main.

Item 27.
9 4.2.2 The Tribe acknowledges that the City is working with the Bureau of Indian Affairs on issues relating to ownership of permanent easement access rights for the City Utilities, including the Existing Water Main. Until such discussions establish an alternative written and binding arrangement for permanent ownership of an easement or easements providing access to the City Utilities, the Tribe agrees that the City shall have an unrestricted license to access, maintain, and repair the City Utilities during the term of, and on the conditions contained in, this Agreement.

4.3 Remedies for Breach of Agreement. Each Party acknowledges and agrees that the loss to such Party which would arise from a breach of this Agreement by the other Party (the “Breaching Party”) cannot reasonably or adequately be compensated in monetary damages in an action at law. Therefore, each Party agrees that, in addition to any other rights or remedies it may possess, it shall be entitled to injunctive relief and/or specific performance of the terms of this Agreement to prevent or cure any Party’s breach of its obligations under this Agreement, without posting a bond or other security therefor.

4.4 Remedies of Parties in Emergency Circumstances. If (a) there is an Emergency Circumstance resulting from a Party’s failure to perform any of its maintenance obligations under this Agreement in a timely or reasonably prompt manner; and (b) such Breaching Party does not in fact cure such failure within fifteen (15) days after receipt of written notice to cure from the other Party, which notice reasonably specifies the failure to perform by the Breaching Party and the resulting Emergency Circumstance, then (i) the non-Breaching Party shall have the right to perform such maintenance obligations of the Breaching Party, but without any obligation on the part of the non-Breaching Party to do so; and (ii) the Breaching Party shall reimburse the non-Breaching Party for all reasonable costs incurred by the non-Breaching Party in effectuating such cure within ten (10) days after written demand from the non-Breaching Party for payment, which demand shall be accompanied by reasonable supporting documentation for such costs.

4.5 Reasonable Rights of Access. Each Party shall have reasonable rights of access to the Dillon Road Maintenance Area in order for such Party to perform its obligations under this Agreement; provided, however, that each of Party in performing such obligations shall use its commercially reasonable efforts to not unreasonably interfere with (a) the flow of traffic in the Dillon Road Maintenance Area; (b) access, ingress, and egress to and from the Tribe’s Coachella Complex; and (c) the use and occupancy of the Tribe’s Coachella Complex.

4.6 Notice of Major Repairs by a Party. If a Party, in performing its obligations under this Agreement, proposes to undertake major acts of maintenance or repair which may reasonably be foreseen to result in material disruption to (a) the flow of traffic in the Dillon Road Maintenance Area; OR (b) access, ingress, and egress to and from the Tribe’s Coachella Complex; OR (c) the use and occupancy of the Tribe’s Coachella Complex (such maintenance or repairs are referred to as “Major Repair Work”), then such Party shall use its commercially reasonable efforts to give prior written notice of the Major Repair Work (including the nature of the Major Repair Work and the expected dates and duration of the Major Repair Work) to the

Item 27.
10 other Party not less than fifteen (15) days prior to the commencement of the Major Repair Work, except that such notice shall not be required under emergency circumstances in which the Party performing the Major Repair Work in good faith determines that it is not reasonably practicable to give such prior written notice. Nothing in this Section shall be deemed to require any notification to a Party by the other Party with respect to normal and routine maintenance performed by such Party which does not constitute Major Repair Work.

4.7 Relocation of City Utilities. Subject to the requirements articulated below, the Tribe shall have the right to relocate any or all of the City Utilities (“Existing Utilities Location”) while performing the Dillon Road Improvements (such relocation is referred to as the “City Utility Relocation,” such relocated utilities are referred to as the “Relocated City Utilities”, and such abandoned utilities are referred to as the “Abandoned City Utilities”).

4.7.1 The Tribe shall be one hundred percent (100%) financially responsible for the payment of all direct and indirect costs of accomplishing the City Utility Relocation, including engineering design costs and all labor, services, and materials required for the City Utility Relocation.

4.7.2 The Relocated City Utilities must continue to function and provide utility services comparable to the City Utilities service prior to such relocation.

4.7.3 The Tribe will provide written notice to the City (the “Relocation Notice”) requesting the ability to relocate the City Utilities. The Relocation Notice shall be accompanied by engineering plans and specifications for the Relocated City Utilities and a schedule for the completion of the work reasonably required to accomplish City Utility Relocation (collectively, the “Relocation Plans”) which are acceptable to the City, and the City shall not unreasonably withhold, condition, or delay such acceptance of the Relocation Plans. The City shall provide written notice of its approval or disapproval of the Relocation Plans after the City’s receipt of the Relocation Plans. If the City disapproves the Relocation Plans, the City’s disapproval notice shall include a reasonably detailed description of the changes to the Relocation Plans that the City requires in order for the City to approve and accept the Relocation Plans. The Tribe agrees to revise the Relocation Plan pursuant to City revisions and resubmit the Relocation Plans.

4.7.4 The Relocation Plans shall provide for the City Utility Relocation to be accomplished in a manner that does not unreasonably and adversely disrupt the services provided by the Relocated City Utilities.

4.7.5 Upon the completion of the City Utility Relocation, the City shall continue to have the same rights and obligations under this Agreement with respect to access, repair, and maintenance of the Relocated City Utilities that the City had prior to the City Utility Relocation.

4.7.6 Upon the completion of the City Utility Relocation, the City shall have no further rights of access to or use of the Existing Utility Location. The City will not maintain and/or repair any Abandoned City Utilities located at the Existing Utility Location. The Tribe will be responsible for any remaining Abandoned City Utilities located at the Existing Utility Location. No amendment to this Agreement shall be necessary to effectuate the City Utility Relocation or the terms of this Section 4.7.

Item 27.
11 4.7.7 The Tribe with indemnify and hold harmless the City for any and all claims relating to the City Utility Relocation and Relocation Plan.

4.8 Attorneys' Fees. If either Party institutes an action or proceeding to enforce or interpret the terms or conditions of this Agreement, or arising out of any breach of this Agreement, the prevailing Party in such action shall be entitled to recover from the other Party all reasonable costs and expenses incurred in such action or proceeding, including reasonable attorneys' fees and costs, in addition to any other relief awarded by the court.

4.9 Entire Agreement; No Waiver. This Agreement constitutes the entire agreement and understanding between the Parties concerning the subject matter of this Agreement. No waiver by either Party of any of its rights and remedies under this Agreement shall be effective unless such waiver is in writing and signed by the Party charged with the waiver.

4.10 Modifications by Parties. This Agreement may be modified only by a written agreement signed by each of the Parties.

4.11 Governing Law; Limited Waiver. This Agreement shall be governed by and interpreted under the laws of the State of California, without regard to its conflict of laws provisions. Any dispute, claim, controversy, counterclaim or adjudication directly or indirectly arising out of, in relation to, under or involving this Agreement (“Dispute”) shall be governed by Exhibit C.

4.12 Notices. All notices given by either Party under this Agreement shall be in writing and shall be delivered personally, by recognized next business day courier service, by facsimile transmission, or by registered or certified mail, return receipt requested at the respective addresses for notice for each Party as set forth in this Agreement. Notice shall be effective on the date of actual delivery (or if actual delivery occurs on other than a business day, on the first (1st) business day following actual delivery, or if delivery is refused, on the date of attempted delivery (of if attempted delivery is on other than a business day, on the first (1st) day after attempted delivery). Each Party may change its addresses for notices by notifying the other Party in accordance with this Section.

All Notices to Owner shall be sent to:

Twenty-Nine Palms Band of Mission Indians
Attention: Chairman Darrell Mike
46-200 Harrison Place
Coachella California 92236
Fax: 760-863-2449
-andPage 433
Item 27.
12 Twenty-Nine Palms Band of Mission Indians
Attention: Anthony Madrigal, SVP Operations
46-200 Harrison Place, Coachella, CA 92236
Fax: 760-863-2449
-andTwenty-Nine Palms Band of Mission Indians
Attention: George Nicholas, Jr., Chief Administrative Officer 46-200 Harrison Place, Coachella, CA 92236
Fax: 760-863-2449
All Notices to the City shall be sent to:

City of Coachella
Coachella Civic Center
53990 Enterprise Way
Coachella, CA 92236
Fax: (760) 888-1943
Attention: Andrew Simmons, P.E., City Engineer

4.13 Time of the Essence. Time is of the essence of each provision of this Agreement.

4.14 Authority. Each Party warrants and represents to the other that it has the power and authority to execute, deliver, and perform its obligations under this Agreement, and the person or persons executing this Agreement on behalf of such Party is or are authorized to do so.

4.15 Severability. If any provision of this Agreement is found by a court of competent jurisdiction to be invalid, void, voidable or unenforceable for any reason, such provision shall be deemed to be severable from the remaining provisions of this Agreement, and the remaining provisions of this Lease shall continue in full force and effect.

4.16 Descriptive Headings. The headings to sections of this Agreement are for convenient reference only, and they do not in any way limit or amplify any of the terms of this Agreement and shall not be used in interpreting this Agreement. For purposes of this Agreement, the term "including" shall be deemed to mean "including without limitation;” and (b) the term “business day” shall mean any calendar day other than a Saturday, Sunday, or national holiday that is recognized by the United States Federal Government. Whenever the context of this Agreement reasonably requires, all words used in the singular shall be deemed to have been used in the plural, and the neuter gender shall be deemed to include the masculine and feminine gender, and vice versa. The terms and conditions of this Agreement shall be construed according to their fair meaning and not strictly for or against either of the Parties as the party that prepared this Agreement.

Item 27.
13 4.17 Cumulative Remedies. The Parties' respective rights and remedies under this Agreement are cumulative with and in addition to all other legal and equitable rights and remedies which the parties may have under Applicable Laws.

4.18 Counterparts; Electronic Delivery. The Agreement may be executed in counterparts, each of which shall be deemed an original and all of which together shall constitute one and the same instrument. Signed copies of the Agreement may be faxed and e-mailed by any Party with the same force and effect as if the originally executed Agreement by such Party had been delivered to the other Party.
[Signatures appear on next page.]

Item 27.
14 This Agreement is entered into as of the Effective Date.

TRIBE:

Twenty-Nine Palms Band of Mission Indians
By:_______________________________
Darrell Mike, Chairman
CITY:

City of Coachella
By:_________________________
Dr. Gabriel Martin,
City Manager

Item 27.
15 MEMORANDUM OF UNDERSTANDING
EXHIBIT “A”
DESCRIPTION OF TRIBE’S COACHELLA COMPLEX
THE TRIBE’S COACHELLA COMPLEX CONSIST OF THE FEDERAL TRUST

LANDS, OF WHICH THE TRIBE IS THE BENEFICIAL OWNER, COMMONLY KNOWN AS 46-200 HARRISON PLACE, COACHELLA, CALIFORNIA 92236, ASSESSOR’S PARCEL NO. 603-020-008, AND MORE PARTICULARLY SHOWN IN THE MAP SET FORTH BELOW, INCLUDING APPROXIMATELY 53.02 ACRES OF LAND, A MAIN BUILDING CONTAINING APPROXIMATELY 248,600 SQUARE FEET OF SPACE, A PARKING GARAGE CONTAINING APPROXIMATELY 1,200

AUTOMOBILE PARKING SPACES, PAVED PARKING LOTS FOR
APPROXIMATELY 2,301 VEHICLES, AND ALL OTHER REAL PROPERTY

IMPROVEMENTS, APPURTENANCES, RIGHTS, PRIVILEGES AND EASEMENTS

BENEFITING, APPURTENANT TO, OR BELONGING OR PERTAINING TO ANY OR ALL OF THE FOREGOING:

Item 27.
16 MEMORANDUM OF UNDERSTANDING
EXHIBIT “B”

DESCRIPTION OF DILLON ROAD MAINTENANCE AREA
The Dillon Road Maintenance Area is the “SITE” identified in the map below:

Item 27.
17 MEMORANDUM OF UNDERSTANDING
EXHIBIT “C”

DISPUTE RESOLUTION/LIMITED WAIVER OF SOVEREIGN IMMUNITY

1.1 Each Party shall designate a senior representative with authority to resolve any dispute arising under this Agreement. All Disputes shall initially be referred to the Parties’ representatives designated herein. Unless otherwise mutually agreed, they shall meet and confer in good faith on each such Dispute within fourteen (14) business days after either Party refers the Dispute to them. The Parties shall (a) attempt to resolve all Disputes arising hereunder promptly, equitably and in a good faith manner; and (b) provide each other with reasonable access during normal business hours to any and all non-privileged records, information and data reasonably material to any such Dispute.

1.2 The Parties agree that any action or proceeding pertaining to any Disputes that are not resolved through Section 1.1 above within thirty (30) days after a Party’s receipt of notice referring the Dispute to the Parties’ designated senior representatives may be brought only in the following courts or forums: (i) The Superior Court of Riverside County, (ii) California Court of Appeal, Fourth District, and (iii) the California Supreme Court or Supreme Court of California. (“Approved Court”).

1.3 Without limiting the foregoing and pertaining to any Disputes not resolved under Section 1.1 above, the Parties (a) irrevocably and voluntarily submit to the personal and subject matter jurisdiction of the Approved Court; (b) waive any claim that an Approved Court is an inconvenient forum and (c) agree not to commence or permit to be maintained any action or proceeding in a Tribal Court without the express written consent thereto by the City.

1.4 The Tribe acknowledges and agrees that in entering in the Agreement, it may secure obligations to the City and may become liable to the City for injunctive or declaratory relief or for damages. The Tribe further acknowledges that the City would not enter in the Agreement with the Tribe if the Tribe could defeat or hinder enforcement against it of the rights grants to the City pursuant to the Agreement by claiming sovereign immunity. The Tribe hereby expressly waives all protection that may be afforded to it by tribal sovereign immunity for the limited purposes of enforcement of the Agreement and resolving Disputes. This waiver of sovereign immunity is (a) limited to jurisdiction of the Approved Court as set forth in Section 1.2 and (b) granted only to the City and not for the benefit of any third person or entity. The waiver of sovereign immunity is irrevocable and shall continue until the expiration of the applicable statutes of limitation governing the Dispute between the Parties. The limited waiver applies to any assertion that any claim must be addressed in Tribal Court before it may be subject to the dispute resolution procedures of this Exhibit C. Notwithstanding anything to the contrary in this Agreement, the limited waiver by the Tribe contained in this Exhibit C shall not be construed as a waiver of any immunity of any elected or appointed officer, official, members, manager, employee or agent of the Tribe.

Item 27.
18 MEMORANDUM OF UNDERSTANDING
EXHIBIT “D”

DILLON ROAD IMPROVEMENTS

THOSE CERTAIN STREET IMPROVEMENT PLANS FOR A PORTION OF DILLON ROAD IN THE CITY OF COACHELLA, CALIFORNIA, DATED DECEMBER 13, 2023 PREPARED BY FIERO ENGINEERING (JOB NO. 156L-003) CONSISTING OF PAGES 1 THROUGH 22, INCLUSIVE.

Item 27.
www.feiro.net PALM DESERT, CA 92255 P.O. BOX 12980 TELEPHONE (760) 346-8015 FEIRO ENGINEERING APPROVER'S SEAL 1 Street Improvement Plan APPROVED FOR CONSTRUCTION: ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE RECOMMENDED FOR APPROVAL: TKE ENGINEERING DATE CITY OF COACHELLA Know what'sbelow. Callbefore you dig. R Street Improvement Plan DESIGNED BY DATE R.C.E. No. 52260 Ronald K. Feiro President ” ” ” ” R:\AutoCAD\Projects\156L-003 Dillon Road\dwg\156L3st01.dwg, ST01, 1/8/2024 3:10:06 PM 01/09/24 Page 441 Item 27.
www.feiro.net PALM DESERT, CA 92255 P.O. BOX 12980 TELEPHONE (760) 346-8015 FEIRO ENGINEERING APPROVER'S SEAL 2 Know what'sbelow. Callbefore you dig. R Street Improvement Plan DESIGNED BY DATE R.C.E. No. 52260 Ronald K. Feiro President DILLON ROAD - (PUBLIC STREET) APPROVED FOR CONSTRUCTION: ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE RECOMMENDED FOR APPROVAL: TKE ENGINEERING DATE CITY OF COACHELLA R:\AutoCAD\Projects\156L-003 Dillon Road\dwg\156L3st01.dwg, ST02, 1/8/2024 3:07:06 PM 01/09/24 Page 442 Item 27.

A www.feiro.net PALM DESERT, CA 92255 P.O. BOX 12980 TELEPHONE (760) 346-8015 FEIRO ENGINEERING APPROVER'S SEAL 3 Know what'sbelow. Callbefore you dig. R Street Improvement Plan DESIGNED BY DATE R.C.E. No. 52260 Ronald K. Feiro President DILLON ROAD - (PUBLIC STREET) APPROVED FOR CONSTRUCTION: ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE RECOMMENDED FOR APPROVAL: TKE ENGINEERING DATE CITY OF COACHELLA R:\AutoCAD\Projects\156L-003 Dillon Road\dwg\156L3st01.dwg, ST03, 1/8/2024 3:02:59 PM 01/09/24 Page 443 Item 27.

A www.feiro.net PALM DESERT, CA 92255 P.O. BOX 12980 TELEPHONE (760) 346-8015 FEIRO ENGINEERING APPROVER'S SEAL 4 Street Improvement Plan DESIGNED BY DATE R.C.E. No. 52260 Ronald K. Feiro President DILLON ROAD - (PUBLIC STREET) APPROVED FOR CONSTRUCTION: ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE RECOMMENDED FOR APPROVAL: TKE ENGINEERING DATE CITY OF COACHELLA R:\AutoCAD\Projects\156L-003 Dillon Road\dwg\156L3st01.dwg, ST04, 1/8/2024 3:03:19 PM 01/09/24 Page 444 Item 27.

B www.feiro.net PALM DESERT, CA 92255 P.O. BOX 12980 TELEPHONE (760) 346-8015 FEIRO ENGINEERING APPROVER'S SEAL 5 Know what'sbelow. Callbefore you dig. R Street Improvement Plan DESIGNED BY DATE R.C.E. No. 52260 Ronald K. Feiro President DILLON ROAD - (PUBLIC STREET) APPROVED FOR CONSTRUCTION: ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE RECOMMENDED FOR APPROVAL: TKE ENGINEERING DATE CITY OF COACHELLA R:\AutoCAD\Projects\156L-003 Dillon Road\dwg\156L3st01.dwg, ST05, 1/8/2024 3:03:38 PM 01/09/24 Page 445 Item 27.

B www.feiro.net PALM DESERT, CA 92255 P.O. BOX 12980 TELEPHONE (760) 346-8015 FEIRO ENGINEERING APPROVER'S SEAL 6 Know what'sbelow. Callbefore you dig. R Street Improvement Plan DESIGNED BY DATE R.C.E. No. 52260 Ronald K. Feiro President DILLON ROAD - (PUBLIC STREET) APPROVED FOR CONSTRUCTION: ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE RECOMMENDED FOR APPROVAL: TKE ENGINEERING DATE CITY OF COACHELLA R:\AutoCAD\Projects\156L-003 Dillon Road\dwg\156L3st01.dwg, ST06, 1/8/2024 3:03:53 PM 01/09/24 Page 446 Item 27.
www.feiro.net PALM DESERT, CA 92255 P.O. BOX 12980 TELEPHONE (760) 346-8015 FEIRO ENGINEERING APPROVER'S SEAL 7 Know what'sbelow. Callbefore you dig. R Street Improvement Plan DESIGNED BY DATE R.C.E. No. 52260 Ronald K. Feiro President DILLON ROAD - (PUBLIC STREET) APPROVED FOR CONSTRUCTION: ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE RECOMMENDED FOR APPROVAL: TKE ENGINEERING DATE CITY OF COACHELLA R:\AutoCAD\Projects\156L-003 Dillon Road\dwg\156L3st01.dwg, ST07, 1/8/2024 3:04:09 PM 01/09/24 Page 447 Item 27.
www.feiro.net PALM DESERT, CA 92255 P.O. BOX 12980 TELEPHONE (760) 346-8015 FEIRO ENGINEERING APPROVER'S SEAL 8 Know what'sbelow. Callbefore you dig. R Street Improvement Plan DESIGNED BY DATE R.C.E. No. 52260 Ronald K. Feiro President DILLON ROAD - (PUBLIC STREET) APPROVED FOR CONSTRUCTION: ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE RECOMMENDED FOR APPROVAL: TKE ENGINEERING DATE CITY OF COACHELLA R:\AutoCAD\Projects\156L-003 Dillon Road\dwg\156L3st01.dwg, ST08, 1/8/2024 3:04:22 PM 01/09/24 Page 448 Item 27.
www.feiro.net PALM DESERT, CA 92255 P.O. BOX 12980 TELEPHONE (760) 346-8015 FEIRO ENGINEERING APPROVER'S SEAL 9 Know what'sbelow. Callbefore you dig. R Street Improvement Plan DESIGNED BY DATE R.C.E. No. 52260 Ronald K. Feiro President DILLON ROAD - CROSS SECTIONS (PUBLIC STREET) APPROVED FOR CONSTRUCTION: ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE RECOMMENDED FOR APPROVAL: TKE ENGINEERING DATE CITY OF COACHELLA R:\AutoCAD\Projects\156L-003 Dillon Road\dwg\156L3st01.dwg, ST09, 1/8/2024 3:04:31 PM 01/09/24 Page 449 Item 27.

A

APPROVER'S SEAL
10 CITY OF COACHELLA
Know what'sbelow.

Call before you dig.

R
Traffic Signal Modification Plan

DESIGNED BY
DATE
R.C.E. No. 52916

CARLETON WATERS
TELEPHONE: 949-660-1994www.urbanXroads.com
GENERAL TRAFFIC SIGNAL NOTES:

GROUND

POLE- A

LUMINAIRES
#8
#10
TOTAL
E
C
D
B

CONDUCTOR SCHEDULE
1 2 - - - - - - - - - - 2 1 - - - - - - - - - 2 3- - - - - - - - - - - 4- - - - - - - - - 1 - 61 - 1 - - - - 1 4- 1 #12 I.I.S.N.S.

CONDUIT SIZE
% FILLS
2 2 - 2 41 1 1 1 17 11 5 7 19
4" 4" 3" 3" 2 - 3" 2 - 3"
7 1 - 1 - - - - 1 - - 1 -1
18 AWG SIZE OR

CABLE TYPE

POLE OR

CIRCUIT
12 CONDUCTOR
3 CONDUCTOR
F - - - - 1 - 1 - 1 - 1 - 3"
5- - - - 1 - - - - 1 -2
1 11
1 - G
2 - 3 - 1 - 1 1 6 2 6 2 2 1
2 - 2 - - - - - 2 - 2 - - - H
14760-DillonInterim_C2.dwg - 9/28/2023 - dguda - - - - - - - - 1 - 1 - - - 1 TRAFFIC SIGNAL CONSTRUCTION NOTES: 23 29-5-100 30' 50' 15' 3 MAS ON - - - HARRISON PL F = 22', 12'26-4-100 30' 45' 15' 160W 1 MAS - - - DILLON RD SV-2-TASV-2-TA - POLE LOCATION SIG. M.A. B C POLE DATA B DA
NO. TYPE HEIGHT

SIGNAL MOUNTING

P O L E S C H E D U L E
LUM M.A. VEHICLE MAST ARM PEDESTRIAN PHASE QUAD. A
F
E
REMARKS - LUMINAIRE PED. PUSH BUTTON HPSV 160W
1-A (R) 10' (R) - - TV-1-T (R) - - - 1' - 3' - G - SP-1-T (R) I.I.S.N.S.

HC - 6.5' 2.5' HARRISON PL F = 12' 19-3-100 17' 30' 15' 200W SV-1-T 2 MAS SP-1-T - - EX. R/W EX. R/W EX. R/W EX. R/W PROP. EP EXIST. C&G PROP. EP PROP. C&G & EQUIPMENT LOCATIONS SIGNAL STANDARD PLACEMENT DIMENSIONS TYPICAL SIGNAL POLE PLACEMENT UNLESS DIMENSIONED ON PLANS OR EDGE OF SHOULDER CURB/BERM FLOW LINE

DIRECTION OF
"A"
BCR

TRAFFIC
"C"

END CURB RETURN CURB RADIUS

BEGIN CURB RETURN
ECR
"A" "B"
"B"

QUADRANT
E
S N
W
(TOP VIEW)

PEDESTRIAN PUSH BUTTON LOCATION
PHASE 1 PHASE 2 PHASE 3 PHASE 4

PHASE DIAGRAM
PHASE 5 PHASE 6 PHASE 7 PHASE 8
RING 1 RING 2
1 2
5 3
4 F= ' 22 F= ' 12
F= ' 12
DILLON RD.

HARRISON PL.

Ø4 Ø2
Ø2
Ø5
Ø5
Ø6
Ø6
Ø4+OL-A
Ø6P
EXIST. C&G
EXIST. C&G
(55 MPH)
(6J2U)(6J2U)
(6J2L)
(6J3U)
(6J3L)
(6J4U)
1 - Ø1
(2I2U)
(2I2L)
(2I3U)
(4I6U)
7 6

CABINET DETAIL
SCALE: 1" = 10'
2 320' TOLIMIT LINE
14'
12'
20'
12' 2' 12'
12'
10' 12'
12' 15'
5' 12' 12' 12' 16' 12' 12' 12' 2'
96'
50' 46'
46'
115'
50' 44'
B
D
E F
H
G
EX
12 3
EX. 2"C - 2 #6 (SERVICE)
EXIST. EP
EX. 2"C - 2 #10 (LUMINAIRE), 2 #12 (IISNS)
Ø6P
(5J1U)
EXIST. C&G
(4I6L)
Ø4+OL-A
C 6
DETAIL "A"
G
YG
DETAIL "B"
EX. 2.5"C - 144 STRAND SMFO SIC BY OTHERS
1 OL-A
CB
R3-4
SIGN LEGEND:bdefcj bcdejf
DETAIL "A"
DETAIL "B"
DETAIL "B"
6 RC
bcdejf R3-4
Ø2
Ø4
3 R3-4bcdejf

SEE CABINET DETAIL
AB RC

AB AB LOOPS

AB LOOPS

LOOPS AB
AB
EX. 2.5"C, SIC
EQUIPMENT IS EXISTING UNLESS SPECIFIED OTHERWISE; ( ) = NEW, ( ) = RELOCATED N REXACT POLE LOCATIONS TO BE DETERMINED BY ENGINEER IN THE FIELD.POTHOLE POLE FOUNDATION LOCATIONS PRIOR TO ORDERING POLES. NEW LUMINAIRES SHALL BE L.E.D.

PPB POST 4.5' - - - - 6 S 19.5' - - - 15TS 30' - 15' - 6 S 9' -- 7.5' 2.5' - - 200W - PPB POST 4.5' - - - 2' - - - - - 7.5' - - - 15' - 5' - - 1-A 10' - - - TV-1-T - - - - - - (N) = NEW, EX. = EXISTING ALL CABLES, CONDUCTORS, AND CONDUIT ARE EXISTING UNLESS NOTED OTHERWISE. 8' 5' 8' PLAN
ON
PLAN
ON
PLAN
ON
PLAN
#6T
#6T
bcdqf
bcdqf R9-3 4

EX R9-3bcdqf bcdqf R9-3 EX
4 R9-3bcdqf
ãäåæ ãäåæ R9-3a EX (N) (N) (N) EX. EX. EX. EX.
#6 GROUND - - - - - 1 - AB
AB
CB
40' 55'
60' EX. R/W
EX. R/W 5
2 AB (FROM CONTROLLER AT SR-86 WB RAMPS)
Ø6
AB
AB
8 7
45 6
6 7
7 8
8 VAR.
14' 14'
22' 14' 13' 20'
APPROVED FOR CONSTRUCTION:

ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE
RECOMMENDED FOR APPROVAL:

TKE ENGINEERING DATE
360' TO

LIMIT LINE
INSTALL NEW I.I.S.N.S. SEE CONSTRUCTION NOTE 8.
15 0 10 20 40 60
SCALE: 1" = 20' (ON 24" x 36" SHEET)
1 2 - - 31 2 - - 3
33 VIDEO (COAX)
CAMERA
3 #16 POWER CABLE -- CAT 6 (SEE CONST. NOTE 9) - - - - 1 1 - 12 12 (2I3L) LOOPS AB (6J4L)
10 5
15 TO CONTROLLER AT LUCKY WAY
(APPROX. 475' CL TO CL)
15 9
10 11
12 13
14 EX. 2.5"C - 12 STRAND SMFO SIC BY OTHERS

SPLICE VAULT AND UNDERGROUND FIBEROPTIC ENCLOSURE BY OTHERS 15 11 13 14
9 CB
01/09/24

Item 27.

A
A
A

APPROVER'S SEAL
11 CITY OF COACHELLA
Know what'sbelow.

Call before you dig.

R
Traffic Signal Plan

DESIGNED BY
DATE
R.C.E. No. 52916

CARLETON WATERS
TELEPHONE: 949-660-1994www.urbanXroads.com
GENERAL TRAFFIC SIGNAL NOTES:

EVP CABLE
GROUND

POLE- A

LUMINAIRES
#8
#10
TOTAL
E
CD
B

CONDUCTOR SCHEDULE
1 2
-
-
-
-
-
-
-
-
-
-
2 -
-
-
-
-
-
-
-
-
-
2 3
1 1
-
-
-
-
-
-
-
-
2 4
1 1
1 1
-
-
-
-
-
-
2 6
-
-
-
-
-
-
1 1
2 -
- #12 I.I.S.N.S.

CONDUIT SIZE
% FILLS
2 2 2 2 21 1 1 1 1
11 9 25 17 9
1 1 2 2 1
3" 4" 3" 4" 4" 3"
7 -
-
-
- 1
1 1
1 2
-
-
21 21
1 AWG SIZE OR

CABLE TYPE

POLE OR

CIRCUIT
12 CONDUCTOR
3 CONDUCTOR
ALL CONDUIT, CABLES AND CONDUCTORS SHALL BE NEW.

F
-
-
-
-
-
-
-
- 1
- 1
- 3"
5 -
-
-
-
-
-
-
-
1 1
--
16 -
-
-
1 1 2 2 11 1 2 2 1
11 VIDEO (COAX)
CAMERA
3 #16 POWER CABLE
--
G
-
-
-
-
-
-
-
-
- 1
- 1
-
-
1 1
1 1
1 1
1 1
-
-
-
-
-
-
H
2 - 4"
8 1
1 1
1 1
1 1
1 2
1 1
21 17
4 1
-
44 - 11
1 14760-DillonInterim_C2.dwg - 9/28/2023 - dguda
I
-
- 1
1 1
1 1
1 -
-
-
-
-
- 1
1 1
TRAFFIC SIGNAL CONSTRUCTION NOTES:
2 3
4 29-5-100 30' 50' 15' 3 MAS 3 S 12' - 4' LUCKY WAY F = 19', F = 12'24-4-100 30' 35' 15' 12' 4 N
- 29-5-100 30' 55' 3 MAS 4 N 12' - 1-A 10' - - - 6 E 12' - - SV-1-T TV-2-T SV-1-T SV-1-T SP-1-T 4'4'4' DILLON ROAD LUCKY WAY - POLE LOCATION SIG. M.A.

B C

POLE DATA
BDA
NO. TYPE HEIGHT

SIGNAL MOUNTING

P O L E S C H E D U L E
LUM M.A. VEHICLE MAST ARM PEDESTRIAN PHASE QUAD.

A
FE

REMARKS
15'
SP-1-TSP-1-TSP-1-T
133W133W
- LUMINAIRE PED. PUSH BUTTON L.E.D. 133W
19-4-100 30' 25' 15' 1 MAS DETAIL
G 133W SV-1-T SP-1-T - - - DILLON ROAD

STRAIGHT ARM
MOUNTED I.I.S.N.S.

H
1-A 10' - - - 12' -
-
- TV-2-T SP-1-T 4' -
2 W
1-A 10' - - - TV-2-T - SP-1-T 3 S - - EXACT POLE LOCATIONS TO BE DETERMINED BY ENGINEER IN THE FIELD.

ALL EQUIPMENT SHALL BE NEW.
* POTHOLING REQUIRED PRIOR TO POLE ORDER
*
C
10' - 4' - - 1-A 10' - - - TV-1-T - SP-1-T 2 W
EX. R/W
EX. R/W
EX. R/WEX. R/W
PROP. EP
PROP. C&G
PROP. EP
PROP. C&G
MODEL 711

OPTICAL DETECTOR

SET SCREWS
DRILL & TAP 5/8"HOLE IN MAST ARM

MAST ARM

STRAP/CLAMP

SPECIALBOLT

MAST-ARM
DETAIL "A"

EVP DETECTOR MOUNTING
& EQUIPMENT LOCATIONS

SIGNAL STANDARD PLACEMENT DIMENSIONS

TYPICAL SIGNAL POLE PLACEMENT UNLESS DIMENSIONED ON PLANS

OR EDGE OF SHOULDER

CURB/BERM FLOW LINE

DIRECTION OF
"A"
BCR

TRAFFIC
"C"

END CURB RETURN

CURB RADIUS

BEGIN CURB RETURN
ECR
"A" "B"
"B"

QUADRANT
E
S N
W
(TOP VIEW)

PEDESTRIAN PUSH BUTTON LOCATION
PHASE 1 PHASE 2 PHASE 3 PHASE 4

PHASE DIAGRAM
PHASE 5 PHASE 6 PHASE 7 PHASE 8
RING 1 RING 2
1 2
3 4
7 5
6 2 - 4"
9 1
1 1
1 1
1 1
1 -
1 1
-
1 16
4 1
-
44 - 1
1 1
1 1
F= ' 19 F= ' 12
2 MAS F = 17'
F= 17'
F= ' 18 F= ' 12
F = 18', F = 12'
0 10 20 40 60
SCALE: 1" = 20' (ON 24" x 36" SHEET)
DILLON RD.

LUCKY WY.

Ø1
Ø4P
Ø2P
Ø
4 Ø
4 Ø2 Ø
4 Ø
4 Ø2
Ø2
Ø2
Ø5
Ø5
Ø6 Ø3 Ø3 Ø6
Ø3
Ø6
Ø6
Ø1
Ø
4 Ø3P
Ø2P
Ø3P
Ø6P
Ø4P
Ø6P
PROP. C&G
PROP. C&G
(55 MPH)
(6J2U)(6J2U)(6J2U)
(6J2L)(6J2L)
(6J2L)
(6J3U)
(1I1L)
(5J1L)
(2I2U)(2I2U)
(2I2L)(2I2L)
(5J1L)
(4I6L)
Ø3
9 8

CABINET DETAIL
SCALE: 1" = 10'
3 6
#6E
2 360' TO

CROSSWALK
405' TO

CROSSWALK
(3I5L)
88'
12' 12' 12' 12' 12' 12' 16'12' 12' 12' 12' 12' 12' 12'
84'
12' 2' 12' 12' 12' 4' 12' 12' 12' 6'
5'
13'
12' 12' 12' 12' 4' 12' 12' 12' 2'
108'
62' 46'
42' 46'
96'
50' 46'
42' 42'
B
C
D
E
F
G
I
H
--- PPB POST 4.5' - - - - - - 6 E - -
I
1 1
2 2
3 3
4 4
2 2
3 3
1 1
8 8
8 8
8 5
4 548
8 45
5 8
Ø1 & Ø6
Ø2 & Ø5
Ø4
Ø3
5 7
2"C - 2 #6 (SERVICE)
6 PROP. EP
2"C - 2 #10 (LUMINAIRE), 2 #12 (IISNS)

SEE CABINET DETAIL
1 SPECIAL EVENT
DETAIL "B"
SCALE: 1" = 10'

0.5'
6'
4'
5'
I H
G
"B"
DETAIL
"B"
DETAIL
"B"
DETAIL
"B"
DETAIL
"B"
DETAIL
"B"
1'
4'
6 5
SIGN LEGEND: bcd
bcd
bcd
bdc
R73-2 (CA)
R73-5 (CA)

PARKING LOT
(3I5L) (3I5L)
(4I6L) (4I6L)
4 7
(2I2U)
PROP. C&G
APPROVED FOR CONSTRUCTION:

ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE
RECOMMENDED FOR APPROVAL:

TKE ENGINEERING DATE
4 R61-28 (CA)
M
OP
NF
M
OP
NF
8 M
OP
N R61-28 (CA) F
9 TO CONTROLLER AT HARRISON PL. (APPROX. 475' CL TO CL) 7 9
9 01/09/24

Item 27.
6'
12' 12' 12' 12' 12'
4'
46'
50'
30'
13'
22'
12'
13'
5' 12' 12' 12' 12' 12' 12'4'
6'
12' 12' 12' 16' 12' 12' 12'
50' 46'
10'
6'
6'
22'
150' 260'
49' 40'
26'
12' 12' 12' 12' 12' 16'
42'
88'
12'
42'
12' 12' 2'
2'
2'
12'
2'
46'
12'
84'
20' 14'
62' 46'
14' 14'
15'
12' 12'
12'
11'
11'
10'
12' 12' 12' 12' 12' 12'
42'
84'
13'
VAR.
185'
12'
11'
11'
7'

APPROVER'S SEAL
12 DESIGNED BY
DATE
R.C.E. No. 52916

CARLETON WATERS
TELEPHONE: 949-660-1994www.urbanXroads.com
14760-DillonInterim_C2.dwg - 9/28/2023 - dguda
0 20 40 80 120 160
SCALE: 1" = 40' (ON 24" x 36" SHEET)
Signing & Striping Plan
HARRISON PL.
(JOIN ON-SITE STRIPING)
SR-86 WB ON-RAMP STATION DWY.

SR-86 WB OFF-RAMP

MATCH LINE, SEE NEXT SHEET
DILLON RD.
165'
4 165'
2 TS TS TS
10 10
225'
2 180' x2
5 13 705' 12 50' 1 110'
4 TYPE IV x6
7 260' x2
5 320'
2 50' 1
50' x2 1
270' x2
2 145'
6 50' x2 1
100' 11
30'
6 8
PROJ.
8 100' x2
5 5 110'
1 50'
TYPE IV (R) x2
7 TYPE VIII x2
7 TYPE IV (L) x2
7 SPECIAL EVENT
APPROVED FOR CONSTRUCTION:

ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE
RECOMMENDED FOR APPROVAL:

TKE ENGINEERING DATE

CITY OF COACHELLA
10 5 45'
1 50' x2
PROP. GAS
IP W11-2
ÝÞß89:më W16-7P IP R3-7
bcdl
5 130'
6 130'
11 80'
6 15'
TYPE IV (R) x2
7 2 170' x2
8 5 150' TYPE IV x2
7 EXIST. EP
PROP. C&G
PROP. EP PROP. EP
1 50' x2 12 220'
2 170' x2
7 TYPE VI
RL R4-7
OM1-3
89:

FGHR R4-7 IP
89: 5' OFFSET @55MPH = 275' SHIFT
FGHROM1-3
2' OFFSET @55MPH = 110' SHIFT, 165' PROVIDED
RL R30E
bcdÒÓ
bcdR30E EXÒÓ
3" GAP TYP.

DETAIL 39A
6' TYP.

GREEN VIZIGRIP MATERIAL
DETAIL "A" - CONFLICT ZONE STRIPING
DETAIL 39
8'*
TYP.
4'*
TYP.
* PER CALTRANS STANDARD PLAN A20D DETAIL 39A.
2 400'
LUCKY WY. IP R3-7
bcdl
7 TYPE IV (R) x2
5 100'
160' x2
4 185' x2
2 M
OP
NFR61-28 (CA) IP
M
OP
NFR61-28 (CA) IP
M
OP
NFR61-28 (CA) IP
PROJ.

DWY.

PROJ.

DWY.

PROJ.

DWY.
4 240'
W73A (CA)
89:RIGHT LANE TURNS RIGHT AHEAD
W74 (CA)
89:THRU TRAFFIC MERGE LEFT
89:g
89: W9-1 W4-2 IP IP
IPIP
7 TYPE VI x3
IP R4-7
OM1-3
89:

FGHR
IP R4-7
OM1-3
89:

FGHR

PARKING LOT
IP R6-1 ONEWAY
10 !"#$R1-1 IP

TYPE IV (R)
7 9 "STOP"
15 50'
14 (2' SHIFT) 110' x2
R75'
R80'
R85'
R25'
R25'
7 TYPE IV (L) 7 TYPE VIII 7 TYPE IV (R)
50' x2 1 50' x2
3 50' x2
5 EX R4-7
OM1-3
89:

FGHR
10 10
10 14 95'
14 105'
14 30'
115' 14
40' 14
ÍÎÏÓÒBIKE R7-9a IP LANE
PROP. C&G PROP. C&G
89:LMNOW3-3 RS
bcdlR3-7 RS
IP R81 (CA)
R81B (CA)
oßàáBIKE LANE ()END
bdclR3-7 IP
±°W1-8 RS
bcdefà R3-2 RS W73A (CA) IP
89:W74 (CA) IP THRU TRAFFIC MERGE LEFT
89:RIGHT LANE TURNS RIGHT AHEAD

EX R4-7
OM1-3
89:

FGHR
1 STRIPING CONSTRUCTION NOTES:
23456789
101112131415
EX
SIGNING CONSTRUCTION NOTES:

IP
RL
LEGEND:

RM TYP.

RS
PROP. MEDIAN
11 95'
ÏÒÍÎÓBIKE R7-9a IP LANE
5 40'
- RM

JOIN EXISTING STRIPING

JOIN EXISTING STRIPING
EX. R/W
EX. R/W
EXIST. MEDIAN
EXIST. C&G
PROP. EP
EXIST. EP EXIST. EP
PROP. MEDIAN
10 IP
W11-2
ÝÞß89:më W16-7P
14 110' x2
01/09/24

Item 27.
100' 80'
200'
6'
4'
50' 46'
38' 42'
6' 12' 12' 12' 4' 12'
46' 50' 200'
16'
50'
12'
2'
24'
12' 12' 12' 12' 12' 12' 12'
12'
16'
14'
150'
6'
16'
31' 12'
24' 23' 14' 24'
12' 12'
19'
60' OPENING
0 20 40 80 120 160
SCALE: 1" = 40' (ON 24" x 36" SHEET)
Signing & Striping Plan

TA TRUCK STATION

CITY OF COACHELLA
6' OFFSET @55MPH = 330' SHIFT
150' x2 5 675' 2
4' OFFSET @55MPH = 220' SHIFT
6 25' IP R81 (CA) 2 565'
R81A (CA)oßàáBIKE LANE )+BEGIN 8
60' 6 8 11 155' 95' 6 8 11 175' 8 6 460'
2 345'
2 980' x2
PROP. EP
EXIST. EP
7 TYPE VI x2 7 TYPE IV x2 5 200'
IP R4-7
OM1-389:FGHR 7 TYPE IV x2 R4-7 IP 89:FGHROM1-3 2 395' 2 980' RS R4-7
OM1-389:FGHR IP R6-1 ONEWAY
7 TYPE IV x2
5 200' 12 980'
RL R30EbcdÓÒ RL R30EbcdÒÓ RL R30EbcdÒÓ
3" GAP TYP.

DETAIL 39A
6' TYP.

GREEN VIZIGRIP MATERIAL
DETAIL "A" - CONFLICT ZONE STRIPING
DETAIL 39
8'*
TYP.
4'*
TYP.
* PER CALTRANS STANDARD PLAN A20D DETAIL 39A.

R4-7 RL
89:

FGHROM1-3
R7-9a IS 8 40' 11 ÏÒÍÎÓBIKE LANE IS R7-9a ÍÎÏÓÒ EX R2-1 (55) BIKE LANE IS R7-9a ÍÎÏÒÓBIKE LANE IP R7-9a ÍÎÏÓÒBIKE LANE ÍÎÏÓÒBIKE R7-9a IP LANE

EX R30EbcdÒÓ EX R30EbcdÒÓ
PROP. EP
DWY.
bcdR30E RS ÒÓ 123= RS R30EbcdÒÓ RS R30EbcdÓÒ RS CUSTOMº»¼NO PARKING PRIVATE PROPERTY RS CUSTOMº»¼NO PARKING PRIVATE PROPERTY bcdR30E RS ÒÓ PROP. C&G PROP. C&G PROP. C&G
PROP. EP
STRIPING CONSTRUCTION NOTES:
25678
1112

APPROVER'S SEAL
13 DESIGNED BY
DATE
R.C.E. No. 52916

CARLETON WATERS
TELEPHONE: 949-660-1994www.urbanXroads.com
14760-DillonInterim_D2.dwg - 12/13/2023 - dguda

MATCH LINE, SEE TOP RIGHT
PROP. TRUCK STATION PROP. TRUCK STATION

SHELL GAS STATION

VISTA DEL SUR

MATCH LINE, SEE PREVIOUS SHEET

MATCH LINE, SEE BOTTOM LEFT
DILLON RD.

DILLON RD.

EX
SIGNING CONSTRUCTION NOTES:

IP
RL
LEGEND:

RM TYP.

RS
IS
PROP. MEDIAN PROP. MEDIAN
I-10 EB OFF-RAMP
I-10 EB ON-RAMP
5' OFFSET @55MPH = 275' SHIFT REQUIRED, 300' PROVIDED
12 70'
11 455' - RM - RM
EXIST. C&G
EXIST. EP
PROP. EP
EX. R/W
EX. R/W
EX. R/W
EX. R/W

JOIN EXISTING STRIPING
APPROVED FOR CONSTRUCTION:

ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE
RECOMMENDED FOR APPROVAL:

TKE ENGINEERING DATE
EX. R/W
210' 15
1516
190' x2 16
01/09/24

Item 27.
3 3 4" 4"
3 4"
4"
3 4"
SH L
1" 1.16
A2
581 SF A2
3 4" TR L
1" 8
A1
80 SF
A1
3 4" 4"
2"
4"
2"

M BF MV
3 4" 3
4" 3
4" 3
4" 3
4" 3
4"
3 4" 3
4" 3
4" 3
4" 3
4" 3
4" 3
4"
3 4" 3
4"
3 4"
3 4"
3 4" 3
4"
A WS
FS
4"
4"
4"
2"
2"
2"
4"
4"
4"

CONTRACTOR TO MOUNT CONTROLLER PER
MANUFACTURER'S SPECIFICATIONS. SEE

IRRIGATION LEGEND AND DETAILS FOR MOUNTING
TYPE AND ADDITIONAL INFORMATION.

CONTRACTOR TO COORDINATE LOCATION AND
ELECTRICAL SERVICE WITH OTHER TRADES.

CONTROLLER " " A

PROVIDE GATE VALVE ON WATER STUB PROVIDED
BY CIVIL ENGINEER. VERIFY LOCATION IN FIELD.

WATER SUPPLY LINE SIZE:

STATIC PSI:

WATER METER SIZE:

BACKFLOW DEVICE SIZE:

OPERATING PSI:

BOOSTER INCREASE PSI:

MAXIMUM FLOW DEMAND:

SITE ELEV DIFFERENCE:

POINT OF CONNECTION A
2'

11.0 GPM
N/A
50 1"
1"
50 PSI
1"
A2
TR L
1" 2
A3
40 SF A3
SH L
1" 1.42
A4
777 SF A4
SH L
1" 0.79
A5
782 SF A5
TR L
1" 4
A7
80 SF A7
SH L
1" 1.06
A8
2,547 SF A8
2"
2"
2"

PROPOSED IRRIGATION WATER METER
- SEE WATER IMPROVEMENT PLANS.
4"
2"
3 TR L 4" 1" 6
A6
60 SF A6
14 LI-1.0
Know what'sbelow.

Call before you dig.

R Street Improvement Plan

DESIGNED BY
DATE
RLA 4965
Kevin C. Leamy
Vice President
D E S I G N • S E R V I C E • S O L U T I O N S

FUHRMAN LEAMY

L A N D G R O U P
2140 PROFESSIONAL DRIVE, SUITE 115 ROSEVILLE, CA 95661
(916) 7 8 3 - 5 2 6 3 i n f o @ f l l a n d g r o u p . c o m R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/24
Signature Renewal Date Date 12/13/23

APPROVER'S SEAL
APPROVED FOR CONSTRUCTION:

ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE
RECOMMENDED FOR APPROVAL:

TKE ENGINEERING DATE

CITY OF COACHELLA
12/13/2023 MATCHLINE A MATCHLINE A MATCHLINE B

IRRIGATION SYSTEM AS SHOWN ON PLANS IS
DIAGRAMMATIC ONLY FOR GRAPHIC CLARITY.

ALL IRRIGATION EQUIPMENT, INCLUDING

MAINLINE AND VALVES, SHALL BE PLACED IN
PLANTER AREAS.

IRRIGATION SYSTEM NOTE
4965
"I have complied with the criteria of the Water Efficient Landscape Ordinance and applied such criteria for the efficient use of water in the irrigation design plan."
WATER EFFICIENT LANDSCAPE ORDINANCE:

Applicant Signature License # Date

12.01.2023
01/09/24

Item 27.
4"
4"
2"
4"
TR L
1" 9
A9
90 SF
A9
SH L
1" 1.85
A10
3,233 SF A10 2"
3 34"4"
3 4"
3 4"
3 4"
1"
3 4" 3
4"
4"
2"
15 LI-1.1
Know what'sbelow.

Call before you dig.

R Street Improvement Plan

DESIGNED BY
DATE
RLA 4965
Kevin C. Leamy
Vice President
D E S I G N • S E R V I C E • S O L U T I O N S

FUHRMAN LEAMY

L A N D G R O U P
2140 PROFESSIONAL DRIVE, SUITE 115 ROSEVILLE, CA 95661
(916) 7 8 3 - 5 2 6 3 i n f o @ f l l a n d g r o u p . c o m R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/24
Signature Renewal Date Date 12/13/23

APPROVER'S SEAL
APPROVED FOR CONSTRUCTION:

ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE
RECOMMENDED FOR APPROVAL:

TKE ENGINEERING DATE

CITY OF COACHELLA
12/13/2023 MATCHLINE C MATCHLINE C MATCHLINE D MATCHLINE B

IRRIGATION SYSTEM AS SHOWN ON PLANS IS
DIAGRAMMATIC ONLY FOR GRAPHIC CLARITY.

ALL IRRIGATION EQUIPMENT, INCLUDING

MAINLINE AND VALVES, SHALL BE PLACED IN
PLANTER AREAS.

IRRIGATION SYSTEM NOTE
4965
"I have complied with the criteria of the Water Efficient Landscape Ordinance and applied such criteria for the efficient use of water in the irrigation design plan."
WATER EFFICIENT LANDSCAPE ORDINANCE:

Applicant Signature License # Date

12.01.2023
01/09/24

Item 27.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI
HUNTER RZWS-36-CV
36IN. LONG RZWS WITH INSTALLED .25 GPM OR .50 GPM
BUBBLER OPTIONS, CHECK VALVE, 1/2IN. SWING JOINT FOR
CONNECTION TO 1/2IN. PIPE
25 SYMBOL MANUFACTURER/MODEL/DESCRIPTION

HUNTER HEB
1/2IN. FEMALE THREADED POINT SOURCE DRIP EMITTER.

COLOR CODED EMITTERS FOR FLOW RATES OF 0.5-6.0 GPH.

RECOMMENDED PRESSURE FROM 20 PSI - 50 PSI. INSTALL ON IH RISER (IH-RISER-18) WITH DIFFUSER CAP (HE-DIFF).

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

HUNTER ICV-G
1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL

VALVES, GLOBE CONFIGURATION, WITH NPT THREADED
INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE.

HUNTER ICV-G (DRIP)
1" ICV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. FLOW
RANGE: 0.1 GPM TO 20 GPM. 150 MESH STAINLESS STEEL
SCREEN.

HUNTER HQ-44LRC

QUICK COUPLER VALVE, YELLOW RUBBER LOCKING COVER, RED
BRASS AND STAINLESS STEEL, WITH 1" NPT INLET, 2-PIECE
BODY.

NIBCO T-113
CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL

HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE
LOCATION. SIZE RANGE - 1/4" - 3"
BUCKNER-SUPERIOR 3100-PRS 2"

NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES DIRTY
WATER PROTECTION. AVAILABLE IN 3/4", 1", 1-1/4", 1-1/2", 2", 2-1/2", AND 3". PRESSURE REGULATION FEATURE.

BACKFLOW 1"

REDUCED PRESSURE BACKFLOW PREVENTER - SEE CIVIL
PLANS.

HUNTER IC-1200-PED-SS

0.25 0.50

0.5 1.0 2.0 4.0 6.0
MV
BF

IRRIGATION SCHEDULE
HUNTER IC-1200-PED-SS
MODULAR CONTROLLER,12 STATIONS, OUTDOOR MODEL,
STAINLESS STEEL PEDESTAL. NO MODULE REQUIRED.

COMMERCIAL USE.

HUNTER WSS-SEN

WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR

INTERFACE, CONNECTS TO HUNTER X-CORE AND ACC
CONTROLLERS, INSTALL AS NOTED. INCLUDES GUTTER MOUNT
BRACKET. MODULE NOT INCLUDED.

CREATIVE SENSOR TECHNOLOGY FSI-T10-001
1" PVC TEE TYPE FLOW SENSOR W/SOCKET ENDS, CUSTOM

MOUNTING TEE AND ULTRA-LIGHTWEIGHT IMPELLER
ENHANCES LOW FLOW MEASUREMENT. 2 WIRE DIGITAL
OUTPUT COMPATIBLE W/ALL IRRIGATION CONTROLLERS. FLOW
RANGE: .86 GPM - 52 GPM.

WATER METER 1"
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
IRRIGATION MAINLINE: PVC SCHEDULE 40
PIPE SLEEVE: PVC SCHEDULE 40

LATERAL SLEEVE
PIPE SLEEVE: PVC SCHEDULE 40

MAINLINE SLEEVE
A
WS
FS
M
Valve Number
Valve Flow
Valve Size
Valve Callout
#
#" #
XX
Hydrozone Area
Plant Type
Plant Type
SH-Shrub
TR-Tree
TU-Turf
NM-No Mow
BI-Bioremediation
Sod
16 LI-1.2
Know what'sbelow.

Call before you dig.

R Street Improvement Plan

DESIGNED BY
DATE
RLA 4965
Kevin C. Leamy
Vice President
D E S I G N • S E R V I C E • S O L U T I O N S

FUHRMAN LEAMY

L A N D G R O U P
2140 PROFESSIONAL DRIVE, SUITE 115 ROSEVILLE, CA 95661
(916) 7 8 3 - 5 2 6 3 i n f o @ f l l a n d g r o u p . c o m R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/24
Signature Renewal Date Date 12/13/23

APPROVER'S SEAL
APPROVED FOR CONSTRUCTION:

ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE
RECOMMENDED FOR APPROVAL:

TKE ENGINEERING DATE

CITY OF COACHELLA
12/13/2023 MATCHLINE D

IRRIGATION SYSTEM AS SHOWN ON PLANS IS
DIAGRAMMATIC ONLY FOR GRAPHIC CLARITY.

ALL IRRIGATION EQUIPMENT, INCLUDING

MAINLINE AND VALVES, SHALL BE PLACED IN
PLANTER AREAS.

IRRIGATION SYSTEM NOTE
4965
"I have complied with the criteria of the Water Efficient Landscape Ordinance and applied such criteria for the efficient use of water in the irrigation design plan."
WATER EFFICIENT LANDSCAPE ORDINANCE:

Applicant Signature License # Date

12.01.2023
01/09/24

Item 27.
17 LI-2.0
Know what'sbelow.

Call before you dig.

R Street Improvement Plan

DESIGNED BY
DATE
RLA 4965
Kevin C. Leamy
Vice President
D E S I G N • S E R V I C E • S O L U T I O N S

FUHRMAN LEAMY

L A N D G R O U P
2140 PROFESSIONAL DRIVE, SUITE 115 ROSEVILLE, CA 95661
(916) 7 8 3 - 5 2 6 3 i n f o @ f l l a n d g r o u p . c o m R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/24
Signature Renewal Date Date 12/13/23

APPROVER'S SEAL
APPROVED FOR CONSTRUCTION:

ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE
RECOMMENDED FOR APPROVAL:

TKE ENGINEERING DATE

CITY OF COACHELLA
12/13/2023
01/09/24

Item 27.
18 LI-2.1
Know what'sbelow.

Call before you dig.

R Street Improvement Plan

DESIGNED BY
DATE
RLA 4965
Kevin C. Leamy
Vice President
D E S I G N • S E R V I C E • S O L U T I O N S

FUHRMAN LEAMY

L A N D G R O U P
2140 PROFESSIONAL DRIVE, SUITE 115 ROSEVILLE, CA 95661
(916) 7 8 3 - 5 2 6 3 i n f o @ f l l a n d g r o u p . c o m R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/24
Signature Renewal Date Date 12/13/23

APPROVER'S SEAL
APPROVED FOR CONSTRUCTION:

ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE
RECOMMENDED FOR APPROVAL:

TKE ENGINEERING DATE

CITY OF COACHELLA
12/13/2023

1. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUNDCOVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1" ABOVE FINISH GRADE.

2. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN TURF AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS FLUSH WITH ADJACENT SIDEWALK OR CURB.

3. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS.

4. ALL SPRINKLERS SHALL BE INSTALLED WITH A 'CHECK VALVE' TO PREVENT DRAINAGE FROM SPRINKLER HEAD WHEN THE SPRINKLER IS OFF. DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEADS WILL NOT BE ALLOWED.

5. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE OF 55 PSI AND THE MAXIMUM FLOW OF 21.5 GPM AS SHOWN ON THE IRRIGATION DRAWINGS AT THE METER OR POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.

6. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER.

7. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES.

8. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER-SPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM.

9. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.

10. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN THE DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES.

11. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB- CONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC.

12. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL OTHER PAVED AREAS.

13. CONTRACTOR SHALL PROGRAM IRRIGATION CONTROLLER TO OPERATE AS FOLLOWS POST-CONSTRUCTION: SPRAY VALVES SHALL ONLY BE TURNED ON BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. BUBBLER AND DRIP VALVES CAN OPERATE AT ANY TIME.

14. PER MWELO, IRRIGATION HEADS MUST BE PLACED SO THAT HARDSCAPED AREAS DRAIN TOWARD LANDSCAPED AREAS, AND WITH NO OVERSPRAY.

OTHERWISE A SETBACK FROM HARDSCAPE OF 24" MINIMUM IS REQUIRED.

15. ALL LANDSCAPE AUDITS SHALL BE CONDUCTED BY A THIRD PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR.

16. THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT WITH THE CERTIFICATE OF COMPLETION TO THE RESPONSIBLE LOCAL AGENCY PER WELO REQUIREMENTS.

GENERAL IRRIGATION NOTES
2"

GATE VALVE (DOMESTIC)

NOT TO SCALE
PLAN

SECTION
X
1 GV
2 1

ROUND VALVE BOX WITH

GREEN BOLT- DOWN
COVER. HEAT BRAND
"GV" ON VALVE BOX
COVER IN 2" HIGH
LETTERS.
1 2 FINISH GRADE.
3 GATE VALVE WITH

BRONZE WHEEL HANDLE
OR CROSS- HANDLE.
3 4
6" DIA. SCH. 40 PVC PIPE
EXTENSION. LENGTH AS
REQUIRED.
4 5
3/4" CRUSHED ROCK. 8"
DEPTH.
5 6
COMMON BRICK (2
REQUIRED).
6 7
PVC MALE ADAPTER.

TYPICAL.
7 8
8 PVC MAIN LINE PIPE.

NOTE:

X = 1" IN TURF AREAS
X = 2" IN SHRUB AREAS
B
C-23037-11

IRRIGATION CONTROLLER (PEDESTAL MOUNT)

NOT TO SCALE
1"
1 3
4 6 8 5 7
9 NOTE:

INSTALL ALL WIRING PER LOCAL CODE.

AUTOMATIC CONTROLLER MOUNTED IN

PEDESTAL (SEE PLAN FOR LOCATION)
1 3 PLASTIC PEDESTAL.
4 120-VOLT POWER SUPPLY IN CONDUIT.
5 2-1/2" PVC CONDUIT.
6 2-1/2" SWEEP ELL.

DIRECT BURIAL CONTROL WIRES TO
CONTROL VALVES.
7 8 4" THICK CONCRETE FOOTING.
9 FINISH GRADE
2 SOLAR SYNC.
2 A
C-23037-15
3"

QUICK COUPLER (DOMESTIC)

NOT TO SCALE

SECTION
PLAN
6" MIN.-12" MAX
X
4"
1 10" ROUND VALVE BOX. HEAT
BRAND "QCV" ON LID IN 2"
HIGH CHARACTERS.
1 2
2 FINISH GRADE.
3 3 3/4" CRUSHED ROCK. 6" DEPTH
4 SCH 80 NIPPLE. LENGTH AS
REQUIRED.
4 5
5 SCH 40 90 DEG. ELL.
6 6 MAINLINE PIPING.
7 7 MAINLINE FITTING.
8 8 SCH 40 90 DEG. STREET ELL.
9 9 SCH 80 NIPPLE. 6" LONG.
10 10 QUICK COUPLING VALVE.
11 11 ADJACENT CONCRETE.
12 12 STAINLESS STEEL CLAMPS.
13 13 1" X 3/16" X 30" ANGLE IRON.
14 14 COMMON BRICK (2 REQUIRED).

NOTES:

1. USE TEFLON TAPE ON ALL MALE PIPE THREADS.

X - 1 1/2" ABOVE FINISH GRADE IN LAWN AREAS
X - 2 1/2" ABOVE FINISH GRADE IN SHRUB AREAS.

QCV
C
C-23037-12
4"

SECTION
PLAN
ELECTRIC REMOTE CONTROL VALVE: W/BALL VALVE

NOT TO SCALE
X
2" A1
NOTE:

X - 1" IN TURF AREAS
2" IN TURF AREAS
1 2
3 4 5
6 7
8 10 9
11 12
13 14
15 16
1 ELECTRIC CONTROL VALVE.

RECTANGULAR VALVE BOX W/GREEN
BOLT DOWN COVER. HEAT BRAND
VALVE STATION NO. ON LID IN 2" HIGH
CHARACTERS.
2 CHRISTY I.D. TAG NUMBERED TO
MATCH DRAWINGS.
3 4 FINISH GRADE.
5 PVC MALE ADAPTER. TYPICAL.

PVC PIPE TO SPRINKLERS. ANGLE PIPE
TO SPECIFIED DEPTH WITH 45° ELLS.
6 7 COMMON BRICK (2 REQUIRED).

COMMON WIRE TO OTHER VALVES ON
SAME
8 9 3/4" CRUSHED ROCK. 8" DEPTH.

CONTROL/COMMON WIRES FROM
CONTROLLER.
10 11 PVC SCH 80 NIPPLE..
12 PVC SxS 90° ELL.
13 DBY BY 3M WIRE SPLICE KIT.

MAINLINE FITTING W/SOLVENT WELD
OUTLET.
14 15 BRASS BALL VALVE.
16 UNION FITTINGS.

D
C-23037-16
IRRIGATION TRENCHING: 24" DEPTH (DOMESTIC)

NOT TO SCALE
12"
24"
6"
6"
6"
1 NON-PRESSURE PVC
LATERAL LINE PIPING.

FOR 6" LAWN SPRAY
POP-UPS.
1 2

NON-PRESSURE PVC

LATERAL LINE PIPING
FOR 12"
2 3

PVC PRESSURE
MAINLINE PIPING.
3 4

CONTROL WIRES -

TAPE AND BUNDLE
EVERY 10 FEET.

INSTALL ADJACENT TO
PRESSURE MAIN LINE.
4 5
PROVIDE 2" DEPTH OF
CLEAN BACKFILL.
5 6

SEE IRRIGATION SPECS

FOR BACKFILL AND

COMPACTION
REQUIREMENTS.
6 7
#10 BARE COPPER
TRACE WIRE.
7 8
8 FINISH GRADE.

E
C-23037-17
BUBBLER: ROOT WATERING SYSTEM FOR TREES

NOT TO SCALE
1 ROOT WATERING SYSTEM BASKET WEAVE
CANISTER WITH PRE-INSTALLED BUBBLER. SEE

IRRIGATION LEGEND FOR MANUFACTURER AND
MODEL.
1 2
2 SWING PIPE, 12" SWING ASSEMBLY.
3 3 LATERAL LINE PIPE. SEE LEGEND.
4 4 TREE ROOTBALL
5 5 CONDITIONED BACKFILL.
6 6 TOP DRESSING.
7 7 FINISH GRADE/PLANTING BERMS.

NOTE: USE TEFLON TAPE ON ALL MALE THREADS.

F
C-23037-25

BUBBLER FOR SHRUBS

NOT TO SCALE
18"
1 2
2 1
POLYFLEX 1/2" TUBING FOR

SWING JOINT (LENGTH AS
REQUIRED).
2 3

FINISH GRADE/ PLANTING
BERMS.
3 4
3/8" X 1/2" FITTING HUNTER
IH-FITR-3850-R FITTING, OR
EQUAL.
4 5
5 6
6 7
7 CONDITIONED BACKFILL.
8 8 TOP DRESSING.
6 PVC PIPE (DEPTH PER
SPECIFICATIONS).
5 TREE ROOT BALL
1 BUBBLERS ON THREADED 3/8" X
1/2" THREADED FITTING PER

TREE, INSTALL ADJACENT TO

ROOT BALL (SEE IRRIGATION

EQUIPMENT LEGEND FOR
MODEL #). PROVIDE (1) PER
SHRUB.

G
C-23037-06
01/09/24

Item 27.

EXISTING GAS

STATION
2-02
2-02
2-01
2-01
2-02
19 LP-1.0
Know what'sbelow.

Call before you dig.

R Street Improvement Plan

DESIGNED BY
DATE
RLA 4965
Kevin C. Leamy
Vice President
D E S I G N • S E R V I C E • S O L U T I O N S

FUHRMAN LEAMY

L A N D G R O U P
2140 PROFESSIONAL DRIVE, SUITE 115 ROSEVILLE, CA 95661
(916) 7 8 3 - 5 2 6 3 i n f o @ f l l a n d g r o u p . c o m R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/24
Signature Renewal Date Date 12/13/23

APPROVER'S SEAL
APPROVED FOR CONSTRUCTION:

ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE
RECOMMENDED FOR APPROVAL:

TKE ENGINEERING DATE

CITY OF COACHELLA
12/13/2023 MATCHLINE A MATCHLINE A MATCHLINE B
4965
"I have complied with the criteria of the Water Efficient Landscape Ordinance and applied such criteria for the efficient use of water in the landscape design plan."
WATER EFFICIENT LANDSCAPE ORDINANCE:

Applicant Signature License # Date

12.01.2023
01/09/24

Item 27.
2-01 2-01 2-02

EXISTING TREES TO
REMAIN, TYP.
2-02
20 LP-1.1
Know what'sbelow.

Call before you dig.

R Street Improvement Plan

DESIGNED BY
DATE
RLA 4965
Kevin C. Leamy
Vice President
D E S I G N • S E R V I C E • S O L U T I O N S

FUHRMAN LEAMY

L A N D G R O U P
2140 PROFESSIONAL DRIVE, SUITE 115 ROSEVILLE, CA 95661
(916) 7 8 3 - 5 2 6 3 i n f o @ f l l a n d g r o u p . c o m R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/24
Signature Renewal Date Date 12/13/23

APPROVER'S SEAL
APPROVED FOR CONSTRUCTION:

ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE
RECOMMENDED FOR APPROVAL:

TKE ENGINEERING DATE

CITY OF COACHELLA
12/13/2023 MATCHLINE C MATCHLINE C MATCHLINE D MATCHLINE B 4965
"I have complied with the criteria of the Water Efficient Landscape Ordinance and applied such criteria for the efficient use of water in the landscape design plan."
WATER EFFICIENT LANDSCAPE ORDINANCE:

Applicant Signature License # Date

12.01.2023
01/09/24

Item 27.

EXISTING GAS

STATION
4-8" CRUSHED ROCK 13,400 SF F/LP-2.0
COLOR: BAJA CRESTED RUBBLE
DECOMPOSED GRANITE 6,425 SF D/LP-2.0
COLOR: CALIFORNIA GOLD
ROCK AVAILABLE FROM SOUTHWEST BOULDER & STONE 760-342-5522.

CONTRACTOR TO PROVIDE SAMPLE TO OWNER FOR APPROVAL.
2 SITE

SYMBOL DESCRIPTION DETAIL
PROVIDE BOULDERS. TYP OF 34. E/LP-2.0
COLOR: BAJA CRESTED RUBBLE.

PROVIDE METAL JOSHUA TREE SCULPTURE. G/LP-2.0
TYP. OF 14
2-01
2-02

REFERENCE NOTES SCHEDULE

SYMBOL BOTANICAL / COMMON NAME SIZE WATER USE QTY
TREES
CHILOPSIS LINEARIS `ART`S SEEDLESS`
ART`S SEEDLESS DESERT WILLOW 24" 5
PHOENIX DACTYLIFERA `MEDJOOL`
MEDJOOL DATE PALM 12 BTF 30
SHRUBS

CALLISTEMON VIMINALIS 'LITTLE JOHN'
LITTLE JOHN WEEPING BOTTLEBRUSH 5 GAL. L 64

HESPERALOE PARVIFLORA 'PERPA'
BRAKELIGHTS® RED YUCCA 1 GAL. L 43

LANTANA CAMARA 'DWARF YELLOW'
YELLOW BUSH LANTANA 1 GAL. L 32

MUHLENBERGIA CAPILLARIS 'PINK
CLOUD'

PINK CLOUD PINK MUHLY GRASS
5 GAL. L 66

PLANT SCHEDULE

ROCK SCHEDULE
21 LP-1.2
Know what'sbelow.

Call before you dig.

R Street Improvement Plan

DESIGNED BY
DATE
RLA 4965
Kevin C. Leamy
Vice President
D E S I G N • S E R V I C E • S O L U T I O N S

FUHRMAN LEAMY

L A N D G R O U P
2140 PROFESSIONAL DRIVE, SUITE 115 ROSEVILLE, CA 95661
(916) 7 8 3 - 5 2 6 3 i n f o @ f l l a n d g r o u p . c o m R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/24
Signature Renewal Date Date 12/13/23

APPROVER'S SEAL
APPROVED FOR CONSTRUCTION:

ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE
RECOMMENDED FOR APPROVAL:

TKE ENGINEERING DATE

CITY OF COACHELLA
12/13/2023 MATCHLINE D
4965
"I have complied with the criteria of the Water Efficient Landscape Ordinance and applied such criteria for the efficient use of water in the landscape design plan."
WATER EFFICIENT LANDSCAPE ORDINANCE:

Applicant Signature License # Date

12.01.2023
01/09/24

Item 27.
22 LP-2.0
Know what'sbelow.

Call before you dig.

R Street Improvement Plan

DESIGNED BY
DATE
RLA 4965
Kevin C. Leamy
Vice President
D E S I G N • S E R V I C E • S O L U T I O N S

FUHRMAN LEAMY

L A N D G R O U P
2140 PROFESSIONAL DRIVE, SUITE 115 ROSEVILLE, CA 95661
(916) 7 8 3 - 5 2 6 3 i n f o @ f l l a n d g r o u p . c o m R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/24
Signature Renewal Date Date 12/13/23

APPROVER'S SEAL
APPROVED FOR CONSTRUCTION:

ANDREW R. SIMMONS, R.C.E. NO. 72868 DATE
RECOMMENDED FOR APPROVAL:

TKE ENGINEERING DATE

CITY OF COACHELLA
12/13/2023

1. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION.

2. ALL TREES SHALL BE TAGGED AND/OR APPROVED BY OWNER & LANDSCAPE ARCHITECT. NURSERY SOURCES SHALL BE AT OWNER/LANDSCAPE ARCHITECT'S DISCRETION.

3. ALL SHRUBS AND GROUND COVER AREAS SHALL BE TOP DRESSED WITH A THREE (3") INCH LAYER ROCK PER PLANS AND DETAILS.

4. ALL TREES (EXCEPT IN TURF AREAS), SHRUBS AND GROUND COVERS (INCLUDING THOSE ON SLOPES) SHALL HAVE WATERING BASINS BUILT UP AT LEAST TWO (2) TIMES THE DIAMETER OF THE ROOTBALL. TREE AND SHRUB BASINS SHALL BE A MINIMUM OF THREE (3") INCHES HIGH. GROUND COVER BASINS SHALL BE A MINIMUM OF TWO (2") INCHES HIGH.

5. ALL PLANT MATERIALS SHALL BE IMMEDIATELY "HAND" WATERED AFTER PLANTING AND CONTINUALLY MONITORED AND SUPPLEMENTALLY "HAND" WATERED DURING THE CONSTRUCTION AND CONTRACT MAINTENANCE PHASES AS NEEDED.

6. SUBSTITUTION OF PLANT MATERIALS WILL NOT BE ACCEPTABLE UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT.

7. ALL PLANT MATERIALS DELIVERED TO THE SITE MUST HAVE AT LEAST ONE OF EACH PLANT TYPE TAGGED WITH THE GENUS AND SPECIES CLEARLY MARKED. PLANTS OF THE SAME GENUS TYPE WITH DIFFERENT SPECIES TYPE WITH DIFFERENT COLOR OR SPECIES VARIATION MUST HAVE ALL OF EACH DIFFERENT SPECIES CLEARLY TAGGED.

8. ALL PLANT HOLES SHALL BE DUG TO A MINIMUM OF TWO (2) TIMES THE PLANT CONTAINER WIDTH (WIDTH ONLY, NOT DEPTH) AND ALL VERTICAL SIDES IN THE HOLES SHALL BE SHOVEL SCORED. IN NO CASE SHALL SMOOTHLY EXCAVATED SIDES BE ALLOWED FOR PLANTING.

9. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED INTO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO MEET THIS REQUIREMENT. "FRIABLE" MEANS A SOIL CONDITION THAT IS EASILY

CRUMBLED OR LOOSELY COMPACTED DOWN TO A MINIMUM PLANTING DEPTH PER PLANTING MATERIAL WHEREBY THE ROOT STRUCTURE OR NEWLY PLANTED MATERIAL WILL BE ALLOWED TO SPREAD UNIMPEDED.

10. PREPARE ALL PLANTING AREAS WITH FOUR (4) CUBIC YARDS/1,000 S.F. OF NITROLIZED ORGANIC SOIL CONDITIONER. PROVIDE 200 LBS./1,000 S.F. OF GRO-POWER PLUS FERTILIZER. ROTOTILL EVENLY TO A DEPTH OF SIX (6") INCHES INTO EXISTING SOIL.

11. PROVIDE SOILS FERTILITY TEST, AS PER SPECIFICATIONS, TO LANDSCAPE ARCHITECT PRIOR TO COMMENCING WITH WORK. PREPARE ALL PLANTING AREAS WITH THE MINIMUM OF SOIL CONDITIONER AND FERTILIZER AS STATED IN NOTE #10 ABOVE, OR AS PER RECOMMENDATIONS OF SOILS FERTILITY TEST, WHICHEVER IS GREATER. ROTOTILL EVENLY TO A DEPTH OF SIX (6") INCHES INTO EXISTING SOIL.

12. IF ANY PORTION OF THE SITE IS LIME TREATED, THE LANDSCAPE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING. DO NOT PROCEED WITH ANY WORK IN LIME TREATED SOIL. TYPICALLY, LIME TREATED SOILS ABOVE 1% RESULT IN PH VALUES AND COMPACTION THAT ARE DELETERIOUS TO PLANT MATERIAL, EVEN WITH AGGRESSIVE AMENDMENTS AND CONDITIONERS.

THESE LIME TREATED SOILS MUST BE REMOVED AND REPLACED WITH IMPORT SOILS OF SUITABLE CHEMISTRY AND COMPATIBLE TEXTURE. THE LANDSCAPE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK IN LIME TREATED AREAS UNTIL A RESOLUTION IS PROVIDED IN WRITING.

13. ALL LANDSCAPE BERMS ARE TO BE GRADED SIX (6") INCHES HIGHER THAN THE HIGHEST CONTOUR SHOWN ON PLANS, TYPICAL.

14. ALL LANDSCAPE AREAS WITH A SLOPE OF TWO AND A HALF TO ONE (2-1/2:1) OR GREATER MUST HAVE JUTE NETTING INSTALLED FOR EROSION CONTROL.

15. SHRUB AND GROUND COVER AREAS SHALL BE TREATED WITH CHIPCO RONSTAR 'G' PRE-EMERGENT HERBICIDE. PROVIDE PER MANUFACTURER'S SPECIFICATIONS.

GENERAL PLANTING NOTES
TREE STAKING - 2 STAKES, TYP.
3/4" = 1'-0"
4"
36" 4"
24"
2X WIDTH OF

ROOTBALL
TRUNK
PREVAILING WINDS 2"
1 LEGEND:
2 3
4 5
6 7
8 9
1 CUT OFF ENDS DAMAGED BY DRIVING
FOUR (4) "CINCH-TIE" RUBBER TREE STRAPS
ATTACHED TO SAKES WITH 1-1/4" THREADED

GALVANIZED NAILS
2 TWO (2) 2" DIA. LODGEPOLE STAKES. DO NOT

DRIVE INTO ROOT BALL AND AVOID CONTACT
WITH THE BRANCHES WHEREVER POSSIBLE.

SINGLE STAKE CONIFERS. IF TRUNK IS 4'6" OR
LESS, ONLY ONE SUPPORT IS REQUIRED @
APPROX. 6" BELOW PRIMARY BRANCHES.
3 APPROVED TRUNK PROTECTOR, ARBOR GUARD
OR EQUAL, IN TURF AREAS ONLY.
4 5 ROOT BALL
CONTINUOUS 3" HEIGHT WATERING BASIN,
EXCEPT IN TURF AREAS. REMOVE BASIN AT END
OF MAINTENANCE PERIOD. PROVIDE BARK
MULCH PER PLANTING NOTES (KEEP 6" AWAY
FROM TRUNK).
6 7 PLANT TABLETS PER PLANTING NOTES
8 AMENDED SOIL PER PLANTING NOTES
9 NATIVE SOIL
A
C-23037-10

PALM TREE PLANTING
N.T.S.

FROND TIE DETAIL
1 2
3 4
5 6

PALM TRUNK TO BE PLUMB
(VERTICAL).
1 ROOTBALL, CROWN AT OR
ABOVE FINISH GRADE.
2 TOP DRESSING PER PLANTING

PLANS AND LOCAL GOVERNING

AGENCY STANDARDS AND
SPECIFICATIONS.
3 BACKFILL - 100% WASHED
PLASTER SAND.
4 5 NATIVE SOIL.
8" WIDTH AUGER HOLE DRAIN
FOR POOR DRAINING SOIL.

BACKFILL WITH CLEAN 3/4"
DRAIN ROCK.
6 7

SUB DRAIN SEE CONSTRUCTION
PLANS.
7 8

ROOT WATER SYSTEM SEE
IRRIGATION PLANS.

NOTE:

PALM TO BE TIED WITH

ORGANIC TWINE PRIOR TO
PLANTING.
8 12"
6'
5'
B
C-23037-02
SHRUB PLANTING (2X DIAMETER)

NOT TO SCALE
F.G.

F.G. (SLOPE)
2X ROOTBALL
1 SHRUB PLANT MATERIAL. SEE

PLANTING PLAN AND LEGEND
1 2
MINIMUM 2"-3" HIGH WATER
BASIN.
2 3

TOP DRESSING PER PLANTING
NOTES
3 4

FERTILIZER PLANT TABLETS PER
PLANTING NOTES.
4 5

AMENDED SOIL PER PLANTING
NOTES.
5 6

SHRUB ROOTBALL, AT OR ABOVE
FINISH GRADE.
6 7

NATIVE SOIL (OR APPROVED
IMPORT).
7 LEGEND:

C
C-23037-01

CRUSHED STONE TOP DRESSING
1" = 1'-0"
1% SLOPE
2"
2"

WIDTH PER PLAN
3 2 1
4 5
1 CONCRETE CURB.

CRUSHED STONE TOP DRESSING - 3" LAYER

AVAILABLE FROM SOUTHWEST BOULDER &
STONE 760-342-5522
PLANTING AREAS:

COLOR: CALIFORNIA GOLD
SIZE: DECOMPOSED GRANITE
MEDIANS:

COLOR: INDIGO BASALT
SIZE: 3/4"
2 3 ADJACENT CONCRETE FLATWORK.

PLACE SOIL SEPARATOR GEOTEXTILE
SUPAC 4NP ON SUBGRADE.
4 5 SUBGRADE COMPACTED TO 90%.

N.T.S. D
C-23037-04

JOSHUA TREE SCULPTURE
98" H x 54" W x 34"D
G
1 3
HEIGHT
NOTES:

1. BOULDERS SHALL BE BURIED TO A DEPTH OF APPROX. 1
3 INTO EXISTING GROUND.

2. BOULDERS TO BE CLEAN OF SOIL AND DEBRIS.

3. SEE PLANS FOR BOULDER SIZE, TYPE AND LOCATIONS.

4. FINAL LOCATIONS AND PLACEMENT TBD IN-FIELD BY LANDSCAPE ARCHITECT.

BOULDER DETAIL
1/2" = 1'-0"

BOULDER PER PLAN

FINISH GRADE

NATIVE SOIL
E
C-23037-07

COBBLE SURFACING
1 1/2" = 1'-0"
1 2
3 4
8"
MIN.

WIDTH VARIES

SEE PLAN

COBBLE OF VARIOUS SIZES (APPROX
6"-8").
1 BOULDER, SIZE VARIES. SEE PLAN FR

APPROXIMATE SIZES AND

LOCATIONS, PLACED PER BOULDER
DETAIL.
2 3 FINISH GRADE.
4 COMPACTED SUBGRADE.

F
C-23037-08
01/09/24

Item 27.

STAFF REPORT
1/24/2024
TO: Honorable Mayor and City Council Members
FROM: Maritza Martinez, Public Works Director
SUBJECT: Approve updating the days and times of the Community Field Use Program.

STAFF RECOMMENDATION:

Approve updating the days and times of the Community Field Use Program.

EXECUTIVE SUMMARY:

In 2011, facility user fees were adopted and implemented. Since 2011, lighted field use has required users to obtain a facility field use permit and pay the corresponding facility field use and field lighting rates. In response to Council requests community field use options were evaluated by staff. In 2017, City Council approved a Community Field Use Program be established for Fridays at all Bagdouma Park and Saturdays and Rancho Las Flores Park sports fields from dusk to 10pm.

In 2020, the Community Field Use Program was approved as follows:
- Bagdouma Park
o Mondays, Wednesdays, Fridays, Saturdays
- Rancho Las Flores Park
o Tuesdays, Wednesdays, Thursdays, Saturdays
In 2017 and 2020 when this program was established it was created to provide free field lighting to league and non-league teams; none of the established Community Field Use days resulted in conflicts to any field use by leagues. Currently, as there is no longer any field use fees required to reserve the fields and the MOU no longer sets aside field use days the current Community Field Use schedule is restricting league play for youth and adult games.

On November 20, 2023, at the request of both soccer leagues (CVSL and CYSAS) city staff meet with the community group members and leadership from both soccer leagues to discuss amendments to the existing Community Field Use Schedule. The primary concerns discussed during this meeting are listed below:

Item 28.
- Community Field Use Days were originally created when field use and lights were provided based on a fee; these were requested originally to provide practice days for the community without a fee. The use has now changed as no fees are charged to anyone for field or field light use. - Currently, both leagues are reporting that travel teams (most of which charge youth for team entry) are reserving much of the available community field use days. Thus, the community field use days are not being used by the community as much as it is by organized travel teams that are also members of both soccer leagues.
- CVSL is reporting the current community field use days at RLF are not allowing them to schedule youth games as youth games need to be scheduled in the early evening and CVSL only has Mondays for those games (Tuesday, Wednesday and Thursday are Community days at RLF).

To resolve the above noted concerns discussed at the November 20, 2023 meeting, the represented parties identified the below amendments to the Community Field Use Program days:

1. Community days after 8:15pm field uses would revert to MOU use from 8:15pm-10:30pm at both RLF and Bagdouma.

2. At RLF Park Field 1 & 2 on Wednesdays be treated as MOU use (leaving RLF Field 3 on Wednesday still as a Community Use Field).

3. At Bagdouma Park Field 3 on Fridays be treated as MOU use.

4. Saturdays be removed as a community field use day at Rancho Las Flores Park to allow for youth league games.

Staff supports the above four edits identified to the Community Field Use Program and recommends these adjustments to the program. On January 16, 2024, the Parks and Recreation Commission also reviewed this recommendation and unanimously recommended these adjustments to the Community Field Use Program.

FISCAL IMPACT:

None.

Item 28.