Coachella City Council
January 24, 2024

Item 17.
www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 from the original design or engineering quoted and provided by the Company (both addi�ons and dele�ons.) The cost of these changes will be determined by the Company, and a Change Order form must be completed and signed by both the Purchaser and the Company, which will detail the “General Scope of the Change Order”. Should any Change Order be essen�al to the comple�on of the project, and the Purchaser refuses to authorize such Change Order, then Company will be deemed to have performed its part of the project, and the project and services will be terminated.

Upon such termina�on, Company will submit a final billing to Purchaser for payment, less a labor allowance for work not performed but including addi�onal charges incurred due to the stoppage.

No credit will be allowed for materials sold and supplied, which will remain the property of the Purchaser.
14) Indemnifica�on: To the fullest extent permited by law, Purchaser shall indemnify, defend, and hold harmless the Company and its consultants, agents, and employees or any of them from and against claims, damages, losses and expenses, including, but not limited to, atorneys’ fees related to the installa�on of the Structure or performance of the services, provided that such claim, damage, loss, or expense is atributable to bodily injury to, sickness, disease, or death of a person, or to injury to or destruc�on of tangible property, but only to the extent caused by the negligent acts or omissions of the Purchaser or its agents, employees, or subcontractors, or anyone directly or indirectly employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss, or expense is caused in part by a party indemnified hereunder. Such obliga�on shall not be construed to negate, abridge, or reduce other rights or obliga�ons of indemnity that would otherwise exist as to a party or person described in Sec�on 15. 15) Statement of Limited Warranty:
• The structural integrity of all supplied steel is warranted for ten years. • If assembly is provided by the Company, workmanship of the structure is covered for one year, including labor for the removal of any failed part, disassembly (if necessary), cost of shipping, and reassembly.
• All steel surface finishes are warranted for one year. • Shadesure™, Colourshade® FR, eXtreme 32™, Commercial 95™, SaFRshade™, and Monotec 370™ fabrics all carry a ten year limited manufacturer’s warranty against failure from significant fading, deteriora�on, breakdown, outdoor heat, cold, or discolora�on. Should the fabric need to be replaced under the warranty, the Company will manufacture and ship a new replacement fabric at no charge for the first six years, therea�er pro-rated at 20% per year over the remaining four years. The following are excep�ons to the preceding warranty terms:
o Shadesure™ fabrics in Red, Yellow, Atomic Orange, Electric Purple, Zesty Lime, Cinnamon, Olive, and Mulberry carry a five year pro-rated o Fabric tops atached to Coolbrella™ structures carry a three year warranty; o Individual fabric tops measuring greater than 40’ in length are covered by a non-prorated five year warranty;
o Precontraint 502™ waterproof membrane is subject to an eight year prorated warranty. • Sewing thread is warranted for ten years.

Item 17.
www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 • These limited warran�es are effec�ve from the date of sale, or, if assembly is provided by the Company, upon receipt by Company from Purchaser of a completed and signed “Customer Checklist and Sign-off” form.
• In its sole discre�on, the Company will repair and or/replace defec�ve structures, products or workmanship, or refund that por�on of the price related to the defec�ve product, labor, or service rendered.
• The Company reserves the right, in cases where certain fabric colors have been discon�nued, to offer the Purchaser or Owner a choice of available alterna�ve colors to replace the warranted fabric. The Company does not guarantee that any par�cular color will be available for any period of �me, and reserves the right to discon�nue any color for any reason, without recourse by the Purchaser or Owner of the discon�nued fabric color. • Should the Purchaser or Owner sell the structures to another party, the warranty cannot be transferred to the new owner without a complete and thorough on-site inspec�on performed by a Company representa�ve. Please contact the Company at warranty@usashade.com for more details. • All warranty claims covering Company supplied structures, products, and services must be submited by Purchaser or Owner in wri�ng to the Company within thirty days from the date of discovery of the alleged defect and must include a detailed descrip�on and applicable photographs of the alleged defect or problem. Warranty claims should be submited by email to [email protected].
• Purchaser or Owner agrees that venue for any court ac�on to enforce these limited warran�es shall be in the City or County of Dallas in the State of Texas, USA. • These limited warran�es are void if:
o the supplied structures, products, services and/or labor are not paid for in full;
o the structures are not assembled in strict compliance with USA SHADE specifica�ons;
o any changes, modifica�ons, addi�ons, or atachments are made to the structures in any way, without prior writen approval from the Company.

Specifically, no signs, objects, fans, light fixtures, etc. may be hung from the structures, unless specifically engineered by the Company. • These limited warran�es do not cover defects and/or damages caused by:
o normal wear and tear;
o misuse, willful or inten�onal damage, vandalism, contact with chemicals, cuts and Acts of God (i.e. tornado, hurricane, micro/macros burst, earthquake, wildfires, etc.);
o ice, snow or wind loads in excess of the designed load parameters engineered for the supplied structures;
o use, maintenance, neglect, repair, and/or service inconsistent with the Company’s writen care and maintenance instruc�ons, provided with the order.

Item 17.
www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 • The limited warran�es explicitly exclude:
o workmanship related to assembly not provided by the Company or its agents;
o fabric curtains, valances, and flat ver�cal panels;
o fabric tops installed on structures that were not engineered and originally supplied by the Company.
• THE COMPANY SHALL NOT BE LIABLE FOR ANY INCIDENTAL, CONSEQUENTIAL, SPECIAL,

LIQUIDATED, EXEMPLARY, OR PUNITIVE DAMAGES, OR ANY LOSS OF REVENUE, PROFIT, USE

OR GOODWILL, WHETHER BASED UPON CONTRACT, TORT (INCLUDING NEGLIGENCE), OR

ANY OTHER LEGAL THEORY, ARISING OUT OF A BREACH OF THIS WARRANTY OR IN

CONNECTION WITH THE SALE, INSTALLATION, MAINTENANCE, USE, OPERATION OR REPAIR OF ANY PRODUCT OR SERVICE. IN NO EVENT WILL THE COMPANY BE LIABLE FOR ANY

AMOUNT GREATER THAN THE PURCHASE PRICE FOR ANY PRODUCT OR SERVICE PROVIDED BY THE COMPANY.
• THE FOREGOING LIMITED WARRANTY IS THE SOLE AND EXCLUSIVE WARRANTY FOR THE COMPANY’S PRODUCTS AND SERVICES, AND IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, IN LAW OR IN FACT. SELLER SPECIFICALLY DISCLAIMS ALL OTHER

WARRANTIES, EXPRESS OR IMPLIED, INCLUDING, WITHOUT LIMITATION, ALL IMPLIED

WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR USE OR PURPOSE,

AND ANY IMPLIED WARRANTIES ARISING OUT OF COURSE OF DEALING OR PERFORMANCE OR TRADE USAGE. PURCHASER, BY ACCEPTANCE AND USE OF THIS LIMITED WARRANTY,

WAIVES ANY RIGHTS IT WOULD OTHERWISE HAVE TO CLAIM OR ASSERT THAT THIS LIMITED WARRANTY FAILS OF ITS ESSENTIAL PURPOSE.

Colourshade ® and eXtreme 32™ are registered trademarks of Mul�knit Pty. Ltd.

Commercial 95™ and SaFRshade™ are registered trademarks of Gale Pacific USA Inc Monotec 370™ is a registered trademark of PRO-KNIT Industries Pty. Ltd.

Precontraint 502™ is a registered trademark of Serge Ferrari North America, Inc. 16) Assembly/Installa�on:
• Company will no�fy Purchaser of the scheduled assembly date. Owner agrees to have an owner representa�ve meet the assembly crew at the job site on the scheduled assembly date to verify the exact loca�on where the structure(s) is to be placed. • Labor for the removal, assembly, and/or freight charges will only be covered by Company in instances where the structures supplied and installed by Company are determined by the Company to be defec�ve. In all cases where structures are not installed by Company, all labor for the removal, assembly, and/or freight of the structures will be the Purchaser’s responsibility. • Installa�on prices are based on a single mobiliza�on charge. If addi�onal mobiliza�ons are required, there will be addi�onal charges.
• If the requested services require Company access to Owner’s premises, Company will be provided access to the Owner’s premises free and clear of debris, automobiles, or other interference Monday ~ Friday during the hours of 8:00am to 6:00pm, and Company will have access to water and electrical facili�es during installa�on. Addi�onal charges will apply if

Item 17.
www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 u�li�es are not easily accessible. Where applicable, all vehicles will be moved prior to Company’s crew beginning any installa�on.
• Company will not be responsible for moving or repairing any underground u�lity lines such as electrical, telephone, gas, water, or sprinkler lines that may be encountered during installa�on. • Any addi�onal costs incurred as a result of hard rock condi�ons requiring extra equipment, u�lity removal or repair resul�ng in delay will result in addi�onal charges unless they are detailed on as-built site drawings provided to Company or marked on the ground and communicated to Company in wri�ng prior to fabrica�on and installa�on. 17) Installa�on/Assembly on-site: Where installa�on/assembly is part of the services, Purchaser must provide the Company with a detailed drawing prepared by or for the Owner showing exactly where the structures are to be assembled as well as detailing any obstacles or other impediments that may cause the assembly process to be more difficult. Any fixture(s), e.g., playground, pools, etc., that the structures are to be assembled over must also be detailed, along with their peak heights (if applicable).
18) Site/Use Review by Purchaser: Company relies on the Purchaser to determine that the structures ordered are appropriate and safe for the Owner’s installa�on site and/or intended use. Company is not responsible for damages or injuries resul�ng from collisions by moving objects or persons with the structure post(s). Company can recommend, or supply at addi�onal cost, padding for posts from a third party manufacturer.
19) Preparatory Work: Where installa�on/assembly is part of the services and in the event that the founda�on or job site is not suitable or ready for assembly to begin on the scheduled day, a Delay of Order no�fica�on must be sent to Company at least 4 working days prior, in order to allow Company to reschedule the project. In the event that Company is not no�fied and incurs an expense in atemp�ng to execute the assembly, a re-mobiliza�on charge may be charged to Purchaser before Company will reschedule the assembly.
20) Delega�on: Subcontractors: The services and the manufacturing and assembly of the structures may be performed by subcontractors under appropriate agreements with the Company. 21) Force Majeure: Imprac�cability: The Company shall not be charged with any loss or damage for failure or delay in delivering or assembling of the structures when such failure or delay is due to any cause beyond the control of the Company, due to compliance with governmental regula�ons or orders, or due to any Acts of God, strikes, lockouts, slowdowns, wars, or shortages in transporta�on, materials or labor.
22) Dispute Resolu�on: Any controversy or claim arising out of or related to this agreement must be setled by binding arbitra�on administered in Dallas, TX by a single arbitrator selected by the par�es or by the American Arbitra�on Associa�on, and conducted in accordance with the construc�on industry arbitra�on rules. Judgment upon the award may be entered in any court having jurisdic�on thereof.
23) En�re Agreement; No Reliance: This agreement represents and contains the en�re agreement between the par�es. Prior discussion or verbal representa�ons by the par�es that are not contained in this agreement are not part of this agreement. Purchaser hereby acknowledges that it has not received or relied upon any statements or representa�ons by Company or its agents which

Item 17.
www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 are not expressly s�pulated herein, including without limita�on any statements as to the structures, warran�es, or services provided hereunder.
24) No Third-Party Beneficiaries: This agreement creates no third-party rights or obliga�ons between Company and any other person, including any Owner who is not also a Purchaser. It is understood and agreed that the par�es do not intend that any third party should be a beneficiary of this agreement.
25) Governing Law: The agreement will be construed and enforced in accordance with the laws of the State of Texas.
26) Assignment: Purchaser may not assign this agreement, by opera�on of law or otherwise, without the prior writen consent of Company. The agreement shall be binding upon and insure to the benefit of the Company and the Purchaser, and their successors and permited assigns. 27) Electronic Signatures. Each party agrees that the electronic signatures of the par�es to this Agreement, whether digital or encrypted, including but not limited to the use of a typed name, are intended to authen�cate this wri�ng and to have the same force and effect as manual signatures.

Electronic signature means any electronic sound, symbol, or process atached to or logically associated with a record and executed and adopted by a party with the intent to sign such record, including but not limited to typed or email electronic signatures.

PURCHASER: SELLER:

Shade Structures, Inc. DBA USA Shade
NOTE: All purchase orders and contracts should be drafted in the name of Shade Structures, Inc.

Signature:

By:

Title:

Date:

Signature:

By:

Title:

Date:

Item 17.

STAFF REPORT
1/24/2024
TO: Honorable Mayor and City Council Members
FROM: Cástulo R. Estrada, Utilities Manager
SUBJECT: Proposal for Engineering Services in the amount of $119,800.00 for the Extension of both Sewer and Water Facilities along Avenue 51 & Avenue 52 within the Proposed Western Service Annexation Area.

STAFF RECOMMENDATION:

Authorize the City Manager to use the on-call Professional Service Agreement with Heptagon Seven in an amount of $119,800.00 for the master planning of water and sewer main extensions within our water and sewer boundaries as defined in the Agreement between Coachella Valley Water District (CVWD) and the City of Coachella dated January 09, 2008.

BACKGROUND:

The City of Coachella through its Coachella Water Authority and Coachella Sanitary District provides water and sewer service to areas within its city limits and areas outside its city limits. The City of Coachella has an agreement with CVWD which was entered into on January of 2008. The agreement set service boundaries at the request of LAFCO for the purpose of guaranteeing service to areas described in the agreement and so that both parties can invest confidently in water and sewer infrastructure to agreed upon customers. See staff report from December 12, 2007 attached to this item.

The City has planned for many years to expand its water and sewer infrastructure into this area as seen on Figure - 1 below which covers the areas within its sphere of influence west of Van Buren Street and covers those areas east of Jackson as described in the agreement between CVWD and the City of Coachella. Current and previous water and sewer master plans have analyzed and planned for the capacity in the water and sewer systems to sustain potential demands in this area.

Recently, there have been projects in this vicinity that have been proposed that would require water and sewer service and it is appropriate to start planning the expansion of infrastructure within this area. The City is also currently in the process of adding these areas to its sphere of influence.

DISCUSSION/ANALYSIS:

Staff published a request for qualifications for on-call engineering services and received 21 responses. On January 25, 2023 the City Council authorized the City Manager to qualify and

Item 18.
execute Professional Service Agreements for on-call engineering services with eight (8) firms, including Heptagon Seven. The qualified firms were evaluated and Heptagon Seven was selected based on experience, schedule and familiarity with the area. Heptagon Seven has previous experience working on other engineering projects and is familiar with City standards and specifications. This will provide an expedited timeline and a high-quality planning.

Figure – 1
FISCAL IMPACT:

The project will be funded from the approved on-call engineering services budget. 50% of the funds will be allocated from the Sewer Connection Fund (360) attributed to CIP S-27 & S-28 and 50% of the funds will be allocated from the Water Connection Fund (177) attributed to CIP W-49 & W-50. The budgets have been appropriated in approved budget FY23/24.

ATTACHMENTS:

1. Heptagon Seven Proposal

2. Heptagon Seven PSA

3. Staff Report City of Coachella Council Meeting of December 12, 2007

4. Letter from CVWD to Riverside Local Agency Formation Commission

5. Figure -1

Item 18.
8413 E Baseline Road
Suite 106
Mesa, AZ 85209
Phone: 760.902.9367
September 25, 2023
Mr. Castulo Estrada
Utilities Manager
City of Coachella
53462 Enterprise Way
Coachella, CA 92236
Sent Via Email
Subject: Proposal for Engineering Services for the Extension of both Sewer and Water Facilities along Avenue 51 & Avenue 52 within the proposed Western Service Annexation Area Dear Castulo:

Heptagon Seven Consulting is pleased to submit our proposal for engineering services associated with the extension of water and sewer mains along Avenue 51 and Avenue 52 generally between Van Buren and Jefferson Streets.

We understand that the City is using their On-Call for contracting on this project. From our conversations, we understand the Utility Department is seeking to annex into your service area the land between Jefferson Street to east of Calhoun and from Avenue 51 to Avenue 52. Our work will consist of an initial master planning phase of this unserved area for both sewer and water. Following the master planning, Consultant will proceed with final design plans for the requested extension segments. The following scope of work will provide a base water and sewer extension based on the initial request, as well as optional extension segments in the major street segments within the proposed LAFCO annexation area.

The following is our proposed scope of services and associated fees:

SCOPE OF WORK:

TASK 1: PROJECT MANAGEMENT
Consultant will manage project management duties for the duration of the project to assure a costefficient, quality design process. Our staff will effectively coordinate and communicate the project with City Staff and necessary agency partners from inception to final approval. Project Management activities will begin at the project initiation and will not end until construction activities have concluded.

Consultant utilizes a hands-on approach to our business and thus our principal will be actively involved for the duration of the project.

TASK 2: TOPOGRAPHIC BASE MAP
Consultant will provide a field topographic and boundary survey to collect existing features within proposed construction areas. The limits of the topographic survey will include a 200 foot wide strip centered along the following street segments:
• Avenue 51, Jackson Street to Van Buren Street
• Avenue 52, Jackson Street to 0.25 mile east of Van Buren Street • Jackson Street, Avenue 52 to Avenue 50
• Calhoun Street, Avenue 52 to 1,000’ north of Avenue 51 The collected feature shall include but are not limited to surrounding street curb and gutter, building footprint, existing utility manholes, valves and above ground structures, irrigation values, top of curb, flow line of valley gutters, walls, all above ground features / structures and other hardscape features.

The Consultant will deliver a topographic base file, land base file depicting center, section and right of

Item 18.

Avenue 51 & 52
Water & Sewer Extension
Heptagon Seven Proposal

way lines. Following the gathering and processing of the field topographic data, Consultant will prepare a base map containing information such as parcel lines and underlying easements, if readily available through recorded maps.

TASK 3: UTILITY RESEARCH AND COORDINATION
Consultant will review existing utility data available from the City from Record Plan drawings and through requested utility plat information for the park site.

Utility Outreach. Immediately following processing of a Task Order, Consultant will prepare Utility Information Request letters to be sent to various utility companies, along with the base plans, requesting the utility facility maps (“Atlas Maps” and Record drawings) within the project limits.

Following receipt of all utility plats, Consultant will field verify, to the extent possible, the accuracy of the existing utility base information.

Utility Base File. Based on the City and utility company provided information, Consultant will prepare a utility base file noting the approximate location of each utility facility within each street corridor.

Additionally, following USA Utility Marking for the geotechnical and utility potholing work, Consultant will review all utility markings and update the utility base map with any corrections and/or additions.

TASK 4: GEOTECHNICAL ANALYSIS
Consultant proposes to explore the subsurface conditions by drilling eight (8) 20 foot deep borings.

Undisturbed and disturbed soil samples will be recovered for laboratory testing. A staff engineer or geologist will maintain a continuous log of the soils encountered and obtain samples for visual classifications and subsequent laboratory testing.

Laboratory Testing. In-situ samples will be recovered to perform the following:
• Moisture Content & Unit Weight
• Gradation
• Collapse Potential
• Corrosion Potential
• R-Value
The laboratory testing program may be modified based on subsurface conditions encountered.

To summarize the project finding, Consultant will prepare a geotechnical report that describes the work performed, the subsurface soils conditions encountered, and presents the findings of our work, along with professional opinions regarding project design.

Consultant will prepare a project specific geotechnical report providing geotechnical parameters for trenches, pavement design, if needed, thrust blocks, and compaction. The report will include a description of pavement conditions at each core location, if applicable, a plan depicting the boring locations, boring logs, and laboratory test data in accordance with Greenbook and AWWA requirements.

Consultant will perform the geotechnical borings within the shoulder areas, outside of the main surfaced travel lanes, which will reduce the cost for traffic control.

TASK 5: AREA MASTER PLAN
Consultant will prepare a Sewer Master Plan for extending sewer mains throughout the major roadway within the area bounded by Avenue 51 on the north, Jackson Street on the west, Avenue 52 on the south and Van Buren on the east. The master plan will review and determine the location of manholes, manhole depths and main line slopes to ensure the area can be fully serviced through a gravity system.

This master plan will also note the proposed location of all required domestic water extensions.

Item 18.

Avenue 51 & 52
Water & Sewer Extension
Heptagon Seven Proposal

TASK 6: UTILITY POTHOLING
Following the development of the Sewer Master Plan and preparation of the utility base map, Consultant will prepare an exhibit noting pothole locations, which will be provided to the City for review and comment prior to initiating field potholing operations. For this proposal, we have proposed up to 10 potholes of existing utility facilities that may cross the proposed sewer and water extensions.

Deliverable will be a pothole log noting the location, depth, utility facility, and facility size.

TASK 7: DOMESTIC WATER & SEWER EXTENSION PLANS – BASE STREET SEGMENTS Based on the City approved Concept Plan, Consultant will prepare, under one cover/title sheet, the domestic water and sewer extension plans for the base street segments, which include the following:

Domestic Water
• Avenue 51 from Jackson Street to Calhoun Street (L=~2,690 LF) • Calhoun Street from Avenue 51 to approximately 400’ North of Avenue 51 (L=~415 LF) • Avenue 52 from Jackson Street to approximately 1,365’ East of Van Buren Street (L=~6,720 LF) Sewer
• Avenue 51 from Jackson Street to approximately 800’ East of Calhoun Street (L=~3,420 LF) • Avenue 52 from Jackson Street to Van Buren Street (L=~5,320 LF) Both water and sewer improvement plans will be depicted on same plan and profile sheets, utilizing AutoCAD software. Plan sheets will be prepared at an appropriate scale and will conform to the City Utilities Department Standards. Plans will be submitted for City review via an electronic submittal (PDF file) on 24x36 plan sheets.

TASK 8: RIVERSIDE COUNTY ENCROACHMENT PERMIT
Consultant will prepare the necessary paperwork, submit plans for review, and coordinate with Riverside County on obtaining an Encroachment Permit for the proposed sewer and water improvements.

TASK 9: COST ESTIMATE
Consultant will prepare an Engineers Estimate of Probable Construction Costs for the proposed improvements based upon the approved preliminary design plans utilizing the current edition of the Caltrans Contract Cost Data Book and recent bid information from area bids for unit costs. The construction cost estimate will be updated at each plan submittal stage including the concept plan.

TASK 10: SPECIFICATIONS
Using the City provided “Boilerplate” bid package and project specifications, Consultant shall prepare the technical specifications for each item of work in the Project not sufficiently covered by the Standard Specifications (Greenbook). The Consultant shall also prepare the bid schedule, update any utility relocation requirements for the project, review and modify the traffic control and staging for the project and determine the liquidated damages and working days for the proposed construction work.

TASK 11: BIDDING ASSISTANCE
Consultant will assist the City with the bidding and award process for this project. These services will be performed on a Time and Material (T&M) basis.

Activities associated with this task include but are not limited to:
• Bid Support. All key team members will be available to attend a pre-bid meeting. • Respond to Inquiries. Consultant will respond to bidder inquiries by phone or email. • Prepare Addenda. Consultant will prepare addenda as requested by the City. • Review/Recommended Award. Consultant will assist in recommendation for award.

For this task, Consultant assumes 6 total hours, to be billed Time and Materials at a rate of $200 / hour.

Item 18.

Avenue 51 & 52
Water & Sewer Extension
Heptagon Seven Proposal

TASK 12: POST DESIGN SERVICES
Consultant will assist project staff with construction support services. Upon request from City staff the following will be provided:
• RFI documentation and response to questions regarding construction documents; • Periodic site visits during construction, as requested; • Input from the consultant regarding change orders;
• Final project review to ensure plan conformance; and
• Prepare Record Drawings based on Contractor As-Built plans.

For this task, Consultant assumes 16 total hours, to be billed Time and Materials at a rate of $200 / hour.

OPTIONAL TASKS
The following tasks are optional tasks for additional street segment design plans.

TASK 13: DOMESTIC WATER EXTENSION PLANS – OPTIONAL STREET SEGMENTS Based on the City approved Concept Plan and written direction from the City on adding any or all the optional segments, Consultant will prepare domestic water extension plans for the following street segments:
• Jackson Street from Avenue 52 to Avenue 51 (L=~2,700 LF) • Calhoun Street from Avenue 52 to Avenue 51 (L=~2,600 LF) • Avenue 51 from Calhoun Street to Van Buren Street (L=~2,700 LF) Water improvements will be depicted on plan and profile sheets, utilizing AutoCAD software. Plan sheets will be prepared at an appropriate scale and will conform to the City Utilities Department Standards. Plans will be submitted for City Review via an electronic submittal (PDF file) on 24x36 plan sheets.

TASK 14: SANITARY SEWER EXTENSION PLANS – OPTIONAL STREET SEGMENTS Based on the City approved Concept Plan and written direction from the City on adding any or all the optional segments, Consultant will prepare sanitary sewer extension plans for the following street segments:
• Jackson Street from Avenue 52 to Avenue 51 (L=~2,700 LF) • Calhoun Street from Avenue 52 to Avenue 51 (L=~2,600 LF) Sanitary Sewer improvements will be depicted on plan and profile sheets, utilizing AutoCAD software.

Plan sheets will be prepared at an appropriate scale and will conform to the City Utilities Department Standards. Plans will be submitted for City Review via an electronic submittal (PDF file) on 24x36 plan sheets.

Item 18.

Avenue 51 & 52
Water & Sewer Extension
Heptagon Seven Proposal

PROJECT FEE; BASE TASKS
Task 1 Project Management $3,900
Task 2 Topographic Base Map $30,300
Task 3 Utility Research & Coordination $2,100
Task 4 Geotechnical Report $17,200
Task 5 Area Master Plan $4,600
Task 6 Utility Potholing $18,200
Task 7 Water & Sewer Plans, Base Segments $32,300
Task 8 Riverside County Encroachment Permit $2,300
Task 9 Cost Estimate $2,100
Task 10 Specifications $2,400
Task 11 Bidding Assistance (T&M) $1,200
Task 12 Post Design Services (T&M) $3,200
TOTAL $119,800
PROJECT FEE; OPTIONAL TASKS
Upon request from the City, Consultant provide fees for the optional street segments based on if they will include only sewer, only water or both sewer and water design improvements.

REIMBURSABLE EXPENSES (T&M)
Utility Plat Maps $1,500
Thank you for the opportunity to provide you with a proposal on this work. Please review the scope of work and fee and let me know if you have any comments or questions.

Sincerely,
Brad Donais, PE
Principal
Heptagon Seven Consulting, Inc.

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Item 18.

City of Coachella City Council
Meeting of December 12, 2007
Honorable Mayor and Members of the
Coachella City Council

REQUEST APPROVAL OF AN AGREEMENT BETWEEN THE CITY OF

COACHELLA AND THE COACHELLA VALLEY WATER DISTRICT

DISCUSSION
The City of Coachella through the Coachella Water Department and Sanitary District provides water and sanitation services primarily to customers within the boundaries of the City of Coachella. However, as the City continues to grow beyond its current boundaries, the City needs to secure and guarantee water and sewer services to be able to service future development and sustain the City' s growth.

For the past several months, the City Manager, City Staff and the City Attorney have been working on water supply and management issues. Since Coachella Valley Water District is the other water and sewer purveyor in the area, the City has been in discussions with CVWD to guarantee a water supply to these future developments and agree on a permanent boundary agreement so that both parties can invest confidently in water and sewer infrastructure to provide services to their agreed upon customers.

Moreover, since several development projects that are being annexed into the City are being held up before the Local Agency Formation Commission ( LAFCO) until a water and sewer boundary agreement is reached between the City and CVWD, the City has been working diligently with CVWD to finalize the boundary Agreement.

The boundary Agreement establishes the boundaries for water and sewer service between the City and CVWD. Generally, the Agreement provides that the City will provide water and sewer services within the City' s current boundaries and Sphere of Influence that is north of Avenue 56, as well as provide water and sewer services East of Jackson and North of Avenue 56 depicted in Exhibit "A" to the Agreement). Avenue 56 is the natural boundary line because CVWD has already invested in infrastructure along Avenue 56 and guaranteeing the City a customer base North of Avenue 56 would allow for a sufficient future customer base.

Item 18.

More specifically, the Boundary Agreement provides that:

The City will provide water and sewer services within the City' s current boundaries and Sphere of Influence North of Avenue 56.

The City will also serve future customers East of Jackson Street and North of Avenue 56 ( except for any development currently served by CVWD).

If the City grows to the North- East, the City will be able to service these customers as well.

Customers that are currently being served by either the City or CVWD will continue to be served by the same party even if within the agreed territory of the other party.

CVWD will be able to serve new customers within the City' s service territory if service is infeasible at that time by the City and CVWD will then transfer these new customers to the City when the City is able to service them ( and vice versa).

CVWD will allow the City to make two water connections to its water main on Avenue 56 in order for the City to service City customers North of Avenue 56.

After the boundary agreement is approved, the City will continue to negotiate a Memorandum of Understanding for water supply with CVWD in order to guarantee water supply to future developments.

FISCAL IMPACT:

None at this time. Long-term fiscal impact unknown.

CONCUR:
4iarnance Director
RECOMMENDATION:

1. City Council Approve the Agreement between the City of Coachella and Coachella Valley Water District to
establish water and sewer service boundaries.

2. City ConcAuthorize the Mayor and City Manager to execute all documents upon final approval by the City Attorney.

Tirp BrqWn
City M nager

Item 18.

AGREEMENT
THIS AGREEMENT (" Agreement") is made and entered into on this day of 2007 (" Effective Date") by and between COACHELLA VALLEY WATER DISTRICT, a public agency of the State of California, (" District"), and CITY OF COACHELLA, a general law city in California (" City"). District and City are sometimes referred to individually as Party" or collectively as " Parties."

RECITALS
A. District is a public agency organized, operating and existing under Sections 30000 et seq. of the California Water Code. Pursuant to such authority, the District is authorized to provide water and sanitation service in the Counties of Riverside, San Diego and Imperial.

B. City is a general law city located in the County of Riverside, State of California.

Pursuant to such authority, City provides water and sanitation service to customers within the City of Coachella boundaries, as depicted on Exhibit " A" attached hereto and by this reference incorporated herein.

C. City provides water service within the boundaries of the City of Coachella through the City of Coachella Water Department.

D. City provides sewer service within the boundaries of the City of Coachella through the City of Coachella Sanitary District.

E. Each Party is authorized pursuant to California law to provide water and sewer service which could otherwise result in inefficient systems and duplication of services.

F. District and City are desirous of reaching an agreement which establishes permanent boundaries for water and sewer service to be currently provided by each.

NOW, THEREFORE, THE PARTIES AGREE AS FOLLOWS:

1. All of the above Recitals are hereby incorporated by reference to the same extent as though herein again set forth in full.

2. From and after the Effective Date, this Agreement establishes the boundaries for water and sewer service between District and City

3. Except as provided in Paragraph 4, City will provide, and CVWD will not provide, water and sewer service to the area lying north of the centerline of Avenue 56 and within the City boundary and Sphere of Influence existing on the Effective Date and the Proposed Sphere of Influence east of Jackson Street, as depicted on Exhibit "A." Final clean draft 12/ 07/07, DP I

Item 18.

4. Any Customer being served by District or City as of Effective Date and any property subject to a " Will Serve" letter issued by the District or City thirty (30) days prior to the Effective Date shall continue to be served by such Parry, whether inside or outside the boundaries of District and City established under this Agreement. On request of either party (" Territory Party") new customers (" Temporary Customers") within its service area may be served by the other party (" Servicing Parry"), if service is infeasible at that time by the Territory Party. The terms of Temporary Service shall be as agreed upon by the parties. Upon later request of the Territory Party, the Servicing Party will transfer to the Territory Party the Temporary Customer accounts, as well as any infrastructure, capacity fees, or supplemental import water rights, purchased by or on behalf of the Temporary Customers which are not otherwise retained by the Servicing Party by prior agreement.

5. All other areas within the City boundary and City' s Sphere of Influence will be a service area of the District, as depicted on Exhibit " A."

6. City may provide water and / or sewer service to the area in the Northern Un -annexed Area as shown on Exhibit " A" if City is the first city to annex that area. The Northern Un -annexed Area is described as that area bounded by the existing northern Coachella City Boundary ( south), Dillon/Tyler Road ( west), Avenue 37 ( north) and Johnson Avenue ( east).

7. Neither Party can extend its service area into the service area of the other Party without prior written consent of the encroached upon Party. The consent requested shall be at the sole and absolute discretion ofthe encroached -upon Party.

8. Either Party may install pipelines through service area of the other provided that they are necessary and convenient to providing service in the installing Party' s service area.

9. Water service by either Parry to tribal property is subject to tribal consent.

10. This Agreement does not apply in any way to water service supplied by the District from the Coachella Canal or its distribution system to non -potable uses.

11. CVWD will provide two twelve -inch water connections and meters at the north side of Avenue 56, one at Fillmore Street and the other at Pierce for future connection by the City of Coachella, on such terms as may be agreed upon by the parties. Costs for these two connections and meters will be bourn by the City.

12. The Parties hereto agree to cooperate with each other in furthering the purposes of this Agreement. The Parties hereby agree to take such other actions and execute such other reasonable documents as are consistent with this Agreement and as are reasonably necessary to effectuate this Agreement
require District to take any legislative
manner.
provided, however, that the foregoing shall not
action or exercise its discretion in any particular
Final clean draft 12/ 07/ 07, DP 2

Item 18.

13. This Agreement contains the final and complete agreement between the Parties with respect to the matters herein discussed and supersedes all previous communications and agreements between them with respect to the subject matter hereof, whether oral or written, to the extent such prior communications and agreement are not consistent with this Agreement.

14. In the event that any action or proceeding is commenced between the Parties hereto to enforce or interpret any term of this Agreement, each party shall bear its own attorneys' costs and fees. The attorneys' costs and fees shall include, without limitation, attorneys' costs and fees incurred on appeal and those incurred in enforcing any judgment rendered in any such action or proceeding.

15. All notices shall be in writing and shall be considered given and received: ( i) when delivered in person to the recipient named below; or (ii) three days after deposit in the United States mail, postage prepaid, addressed to the recipient named below; or ( iii) on the date of delivery shown in the records of an express courier such as Federal Express or DHL; or ( iv) on the date of delivery by facsimile transmission to the recipient named below. All notices shall be addressed as followed:

If to District:

General Manager/ Chief Engineer
Coachella Valley Water District
P. O. Box 1058
Coachella, Ca 92236- 1058
Ifto City:

City Manager
City of Coachella
1515 Sixth Street
Coachella, CA 92236
Any Party may, by notice given at any time, require subsequent notices to be given to another person or entity, whether a Party or an officer or representative of a Party, or to a different address, or both. Notices given before actual receipt of notice of change shall not be invalidated by the change.

16. This Agreement and all its provisions shall in all respects be interpreted, construed, enforced, and governed by and under the laws of the State of California, without regard to its conflict oflaws principles.

17. Any action or proceeding brought respecting this Agreement shall be instituted and maintained in the appropriate court in the County of Riverside, California.

Final clean draft 12/ 07/ 07, DP 3

Item 18.

18. This Agreement may be modified only by another written instrument duly authorized, executed, acknowledged by both Parties.

19. The provisions of this Agreement are specifically made severable. If any clause, provision, right, or remedy provided for herein is determined to be unlawful or unenforceable, the remainder of this Agreement shall remain in effect and shall be enforced as if such clause, provision, right, or remedy were not contained herein.

20. The language in all parts of this Agreement shall in all respects be construed as a whole according to its fair meaning, and not strictly for or against any other Party. This Agreement is the product of mutual negotiation and drafting efforts. Accordingly, the judicial rule of construction that ambiguities in a document are to be construed against the drafter ofthat document shall have no application to the interpretation or enforcement of this Agreement.

21. This Agreement may be executed in one or more counterparts, each of which shall be an original and all such counterparts together shall constitute the entire Agreement of the Parties hereto.

22. Each individual executing this Agreement hereby represents and warrants that he or she has the full power and authority to execute this Agreement on behalf of the named Parties.

23. This Agreement shall not be extinguished or altered in any way, by any Party without the prior written consent of the District.

IN WITNESS WHEREOF, the Parties hereto have caused this Agreement to be executed by their duly authorized representatives as of the date first above written.

DISTRICT: CITY:

COACHELLA VALLEY WATER CITY OF COACHELLA, a general law city DISTRICT, a public agency ofthe of the State of California State of California
By: By: IMff% 12/ 13/ 07;
Its: ItsyTim, Brown:, City Manager
Final clean draft 12/ 07/ 07, DP 4

Item 18.

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Item 18.

COACH ELLA VALLEY WATER DISTRICT

GENERAL MANAGER
Jim Barrett

CLERK OF THE BOARD
Sylvia Bermudez
July 22, 2022
Established in 1918 as a public agency
VIA MAIL AND EMAIL AT [email protected]
Crystal Craig
Riverside Local Agency Formation Commission
6216 Brockton Avenue, Suite 111-B
Riverside, CA 92506-2208
Dear Ms. Craig:

ASSISTANT GENERAL MANAGER
Robert Cheng

ASSISTANT GENERAL MANAGER
Dan Charlton
Subject: Agreement between Coachella Valley Water District and City of Coachella dated January 9, 2008 The Coachella Valley Water District was requested to provide you with a copy of the subject Agreement.

Attached please find a copy for your files.

If you have any questions, please feel free to contact me at [email protected] or (760) 398-2661; extension 2268.

Sincerely,
Carrie
~~ti~ Oliphant
Director of Engineering
Enclosure/ 1 / as
cc: Castulo R. Estrada (with enclosure)
Utilities Manager
City of Coachella
53-462 Enterprise Way
Coachella, CA 92236
Jon McMillen (with enclosure)
City Manager
City of La Quinta
78-495 Calle Tampico
La Quinta, CA 92253
CO: al/Eng. Svcs\2022Vuly\ Riv. Local Agency Fonnation Comm. Ltr.doc File: 0933.3, 1150.10, 1150.104
Coachella Valley Water District
P.O. Box 1058 Coachella, CA 92236
Phone(760)398-2651 Fax(760)398-3711
www.cvwd.org

Item 18.

AGREEMENT
Fiilie: 1150. 10
1150.104
THIS AGREEMENT (;'Agreement'') is-made and entered info on this 9th day of January, 2008 ("Effective Date") by and between COACHELLA VALLEY WATER DISTRICT, a public agency of the State of California, ("District"), and CITY OF COACHELLA, a _general law city in California ("City''). District and City are sometimes referred to individually as "Party'' or collectively as "Parties."

RECITALS
A. District is a public agency organized, operating and existing under Sections 30000 et seq. of the California Water Code. Pursuant to such authority, the District is authorized to provide water and sanitation service in the Counties of Riverside, San Diego and Imperial.

B. City is a general law city located in the County of Riverside, State of California.

Pursuant to such authority, City provides water and sanitation service to customers within the City of Coachella boundaries, as depicted on Exhibit "A" attached hereto and by this reference incorporated herein.

C. City provides water service within the boundaries of the City of Coachella through the City of Coachella Water Department.

D. City provides sewer service within the boundaries of the City of Coachella through the City of Coachella Sanitary District.

E. Each Party is authorized pursuant to California law to provide water and sewer service which could otherwise result in inefficient systems and duplication of services.

F. District and City are desirous of reaching an agreement which establishes permanent boundaries for water and sewer service to be currently provided by each.

NOW, THEREFORE, THE PARTIES AGREE AS FOLLOWS:

1. All of the above Recitals are hereby incorporated by reference to the same extent as though herein again set forth in full. ·

2. : From and after the Effective Date, this Agreement establishes the boundaries for water and sewer service between District and City

3. Except as provided in Paragraph 4, City will provide, and CVWD will not provide, water and sewer service to the area lying north of the centerline of Avenue 56 and within the City boundary and Sphere of Influence existing on the Effective Date and the Proposed Sphere of Influence east of Jackson Street, as depicted on Exhibit "A." Final clean draft 12/07/07, DP Page 274 1
Item 18.

4. Any Customer being served by District or City as of Effective Date and any property subject. to a "Will Serve" lettei: issued by the District or City thirty (30) days prior to the Effective Date shall continue to be served by such Party, whether inside or ·outside the . boundaries of District .and City established under this Agreement. On request of either party (''Territory Party'') new customers ("Temporary Customers") within its service area may be served by the other party ("Servicing Party''), if service is infeasible at that time by the Territory Party. The terms of Temporary Service shall be as agreed upon by the parties. Upon later request of the Territory Party, the Servicing Party will transfer to the Territory Party the Temporary Customer accounts, as well as any infrastructure, capacity fees, or supplemental import water rights, purchased by or on behalf of the Temporary Customers which are not otherwise retained by the Servicing Party by prior agreement.

5. All other areas within the City boundary and City's Sphere of Influence will be a service area of the District, as depicted on Exhibit "A."

6. City may provide water and I or sewer service to the area in the Northern Un-annexed Area as shown on Exhibit "A" if City is the first city to annex that area. The Northern Un-annexed Area is described as that area bounded by the existing northern Coachella City Boundary (south), Dillon/Tyler Road (west), Avenue 37 (north) and Johnson Avenue (east).

7. Neither Party can extend its service area into the ·service area of the other Party without prior written consent of the encroached upon Party. The consent requested shall be at the sole and absolute discretion of the encroached-upon Party.

8. Either Party may install pipelines through service area of the other provided that they are necessary and convenient to providing service in the installing Party's service area.

9. Water service by either Party to tribal property is subject to tribal consent.

10. This Agreement does not apply in any way to water service supplied by the District from the Coachella Canal or its distribution system to non-potable uses.

11. CVWD will pro:vide two twelve-inch water connections and meters at the north side of A venue 56, one at Fillmore Street and the other at Pierce for future connection by the City of Coachella, on such terms as may be agreed upon by the parties. Costs for these two connections and meters will be boum by the City.

12. The Parties hereto agree to cooperate with each other in furthering the purposes of this Agreement. The Parties hereby agree to take such other actions and execute such other reasonable documents as are consistent with this Agreement and as are reasonably necessary to effectuate this Agreement; provided, however, that the foregoing shall not require District to take any legislative action or exercise its discretion in any particular manner.

Final clean draft 12/07/07,DP Page 275 2
Item 18.

13. This Agreement contains the final and complete agreement between the Parties with respectJo the matters herein discussed and supersedes all previous ·communications and agreements between them with respect to the subject matter hereof, whether oral or written, to the extent such prior communications and agreement are not consistent with this Agreement.

14. In the event that any action or proceeding is commenced between the Parties hereto to enforce or interpret any term of this Agreement, each party shall bear its own attorneys' costs and fees. The attorneys' costs and fees shall include, without limitation, attorneys' costs and fees incurred on appeal and those incurred in enforcing any judgment rendered in any such action or proceeding.

15. All notices shall be in writing and shall be considered given and received: (i) when delivered in person to the recipient named below; or {ii) three days after deposit in the United States mail, postage prepaid, addressed to the i:ecipient named below; or (iii) on the date of delivery shown in the records of an express courier such as Federal Express or OHL; or (iv) on the date of delivery by facsimile transmission ,to the recipient named below. All notices shall be addressed as followed:

If to District:

General Manager/Chief Engineer
Coachella Valley Water District
P.O. Box 1058
Coachella, Ca 92236-1058
Ifto City:

City Manager
City of Coachella
1515 Sixth Street
Coachella, CA 92236
Any Party may, by notice given at any time, require subsequent notiees to be given to another person or entity, whether a Party or an officer or representative of a Party, or to a different address, or both. Notices given before actual receipt of notice of change shall not be invalidated by the change.

16. This Agreement and all its provisions shall in all respects be interpreted, construed, enforced, and governed by and under the laws of the State of California, without regard to its conflict of laws principles.

17. Any action or proceeding brought respecting this Agreement shall be instituted and maintained in the appropriate court in the County of Riverside, California.

Final clean draft 12/07/07, DP Page 276 3
Item 18.

18. This Agreement may be modified only by another written instrument duly authorized, executed, acknowledged by both Parties.

19. The provisions of this Agreement are specifically made severable .. If any clause, provision, right, or remedy provided for herein is determined to be unlawful or unenforceable, the remainder of this Agreement shall remain in effect and ·shall be enforced as if such clause, provision, right, or remedy were not contained herein.

20. The language in all parts of this Agreement shall in all respects be construed as a whole according t~ its fair meaning, and not ·strictly for or against any other Party. This Agreement is the product of mutual negotiation and drafting efforts. Accordingly, the judicial rule of construction that ambiguities in a document are to be construed against the drafter of that document shall have no application to the interpretation or enfor-cement of this Agreement.

21. This Agreement may be executed in one or more counterparts, each of which shall be an original and all such counterparts together shall constitute the entire Agreement of the Parties hereto.

22. Each individual executing this Agreement hereby represents and warrants that he or she has the full power and authority to execute this Agreement on behalf of the named Parties.

23. This Agreement shall not be extinguished or altered in anyway, by any Party without the prior written consent of the District. 1
IN WITNESS WHEREOF, the Parties hereto have caused this Agreement to be e~ecuted by their duly authorized representatives as of the date first above written.

DISTRICT:

COACHELLA VALLEY WATER
DISTRICT, a public
State of Californi
final clean draft 12/07/07, DP 4
CITY:

CITY OF COACHELLA, a general law 'City
of the State of California
By:_e_j__--/4_-_b ---

Item 18.

Jackson St.

Avenue 48th.

Calhoun St.

Van Buren St.

Harrison St.

SH-86
Avenue 56th.

Avenue 52nd..

Harrison St.

Fillmore St.

Buchannan St.

Northern Un-annexed Area
Coachella City Boundary
Coachella Sphere of Influence
(CSOI)
(CSOI)
(C
S
OI)
(CSOI)
Proposed
Coachella
SOI
5-8-6
5-8-7
6-8-9
5-7-2
6-8-5
6-8-6
5-7-1
5-8-9
5-9-5 5-7-3 5-8-5 5-8-1
5-8-8 5-9-8
6-8-3
5-9-4
6-7-1 6-8-4
5-8-2
5-9-9
6-8-8
6-9-9
5-8-4 5-8-3
6-8-2
6-9-4
6-7-2
6-9-8
6-8-7
6-9-5 6-7-3
6-8-1
6-9-7
5-9-6
5-9-7
6-9-6
5-8-31
6-8-11
6-8-26
5-7-36
5-7-22
5-7-27
5-8-11
5-8-18
5-7-35
5-7-15
5-7-11
6-7-27 6-7-25
6-7-11
5-7-34
6-8-18
5-7-26
6-7-36
6-8-12
6-8-14
6-8-23
5-8-32
5-8-30
5-7-23
5-8-29
6-7-22
5-8-19
6-7-24
6-8-10
6-8-16
5-7-25
6-8-30
6-9-32 6-7-34 6-7-35
5-8-16
5-8-26
6-8-29
5-9-17
5-9-29
5-9-20
5-8-23
5-8-15
5-8-10
5-8-35
5-8-22
5-8-14
5-9-28
5-9-32
5-9-21
4-8-36
6-8-19
4-8-33
5-9-16
6-7-23
5-8-27
5-8-20
4-8-25
6-8-15
5-8-28
6-8-20
5-9-33
4-8-28
5-8-34
5-8-21
4-8-21
5-8-12
6-7-26
5-8-13
5-8-24
6-8-17
4-7-23
6-9-16
5-8-25
6-9-33
4-7-26
4-7-35 4-7-36
5-8-17
5-7-10
4-7-25
4-7-34
6-8-21
5-7-14
4-7-24
6-9-21
5-8-36
4-8-20
6-8-36
5-8-33
6-8-31
6-8-28
4-7-27
6-9-29
4-8-32
6-9-28
4-7-22
4-8-31
6-9-17
4-9-31 4-9-32
6-8-32
6-7-14
4-8-22
6-9-20
4-9-30
6-7-13
6-8-33
6-8-13
4-8-29 4-8-27
6-8-27
4-8-34
4-8-23
4-8-26
4-8-35
5-7-12
6-7-15
4-8-30
6-8-35
4-8-19
6-7-10
6-9-31
6-8-22
5-7-13
6-7-12
5-7-24
6-8-34
6-8-24
6-8-25 6-9-30
6-9-19
6-9-18
5-9-30
5-9-19
5-9-18
5-9-31
I-10
SH-111
54TH AVE
50TH AVE

MONROE ST

AIRPORT BLV

FILLMORE ST
48TH AVE

PIERCE ST

JACKSON ST
SH-86

VAN BUREN ST
42ND AVE
44TH AVE
58TH AVE

TYLER ST

HARRISON ST

POLK ST

DILLON RD

VISTA DEL NORTE
51ST AVE
52ND AVE
53RD AVE

BUCHANAN ST
57TH AVE

FREDER CI K ST

CALHOUN ST

MILES AVE
45TH AVE
48TH ST
55TH AVE
47TH AVE

SHADY LN

BLISS AVE

ODLUM DR

LINCOLN ST

LANDFILL RD

REQUA AVE
6TH ST

GOLF CENTER PKY

RULON LN

KENNER AVE

CABAZON AVE

MARKET ST

DILLION RD
46TH ST
4TH ST
49TH AVE

WAYNE ST

INDUSTRIAL WY

HOPI AVE

OASIS ST

ELLA AVE
9TH ST

DILLON AVE

VILLAGE DR

CSILLA ST

VALLEY RD

CREST AVE
SUE ST
2ND ST

FIESTA RD

CHURCH ST

ALBION DR

PALM ST

MITCHEL DR

K NI G ST

TIBURON DR

BAGDAD AVE

CALICO AVE

ADOBE RD

GRANT DR

SOLANO AVE

CALLE ROJO

DATE AVE

RUBIDOUX ST

COMMERCE ST

COCHRAN DR
RV WY

FRED WARING DR

LEWIS RD

PARK LN

SIERRA AVE

POLO RD

LIDO AVE

HEIFITZ DR

GORE ST

EISENHOWER DR
MIMOSA

SAND DR

VIA GOLONDRINA

OATES LN

REQUA ST

GENOA ST

LUPINE LN

CAIRO AVE

ARABIA ST

BROWN DEER PARK

CALICO ST

GREENBRIER DR

JAZMIN ST

APOLLO LN

NANCY DR

ARUS ST

JULIA DR

HIGGINS DR

INDUSTRIAL PL

GUITRON ST

LAPIS DR

SAGE ST

CALLE AVILA

TANGELO DR

PEREZ ST

ZENDA DR

TYLER LN

CALLE VERDE

UVA AVE

CAMP CT

SWINTON DR

CALLE ROSA

WADE ST

HERNANDEZ LN

COTA DR

SUNSET DR

LEYTE AVE

PEDRO DR

JADEROCK RD

PRADO WY

OLEA AVE

GAUNT WY

MOUNTAIN VIEW LN

HIGGINS CT

CRAWFORD DR

TYLER CT

WILLIAM WY

BECKMAN DR CALLE COMIENZO

LARKSPUR LN

OAS SI ST
48TH AVE
SH-86
53RD AVE
51ST AVE
55TH AVE

TYLER ST
SH-86

PIERCE ST

CALHOUN ST
49TH AVE
SH-86
SH-86
55TH AVE

DATE AVE

TYLER ST
44TH AVE
52ND AVE

VISTA DEL NORTE
I-10
57TH AVE

JACKSON ST
I-10

POLK ST

FILLMORE ST
47TH AVE
42ND AVE

POLK ST
52ND AVE
58TH AVE

POLK ST

OASIS ST
File Name: City of Coachella-CVWD Water & Sewer Service Area Map-Exhibit A-2.mxd File Location: O:\GIS\GIS Projects\City of Coachella Sewer-Water\ Date Updated: Friday, December 7, 2007 @ 8:42:52 AM
Made for: Dan Parks
Made By: CPR
Department: CVWD Engineering - GIS
City of Coachella / CVWD
Water & Sewer Service Area Map
²
1 inch equals 1.5 miles
Exhibit "A"
Indio & VSD

Item 18.

Coachella Utilities
Ave 51 & Ave 52 Sewer & Water Extensions
N
➤
Legend
Water Ext
Sewer Ext.

Item 18.

STAFF REPORT
1/24/2024
TO: Honorable Mayor and City Council Members
FROM: Maritza Martinez, Public Works Director
SUBJECT: Declare 2007 Fire Truck and 2004 Fire Truck surplus units; authorize staff to publicly auction these units to the highest bidder.

STAFF RECOMMENDATION:

Declare 2007 Fire Truck and 2004 Fire Truck surplus units; authorize staff to publicly auction these units to the highest bidder.

EXECUTIVE SUMMARY:

The City of Coachella currently owns two fire trucks that have been decommissioned by the Fire Department. The first is a 2007 Fire Truck (VIN# 4S7CT2D927C055078). The second unit is a 2004 Fire Truck (VIN# 4S7CT2D984C045473). Cal-Fire and City staff have inspected both units.

Both agency’s staff have identified that the repair cost will exceed the estimated value of the units.

As per the City’s purchasing policy equipment that exceeds $25,000 in value must obtain City Council approval to surplus. Staff recommends both units be declared surplus units and publicly auction both units. In the units’ current condition, each units’ estimated value is between $10,000- $18,000. Together the two units may recover over $25,000.

FISCAL IMPACT:

The recommended action will have a positive fiscal impact.

Item 19.

STAFF REPORT
1/24/2024
TO: Honorable Mayor and City Council Members
FROM: Maritza Martinez, Public Works Director
SUBJECT: Approve a new lease between the City of Coachella and Sunline Transit Agency for 51260 Cesar Chavez Street; authorizing City Attorney to make minor nonsubstantive changes.

STAFF RECOMMENDATION:

Approve a new lease between the City of Coachella and Sunline Transit Agency f for 51260 Cesar Chavez Street; authorizing City Attorney to make minor non-substantive changes.

EXECUTIVE SUMMARY:

In 2019, the City of Coachella along with its project partners, Chelsea Investment Corporation and Sunline Transit Agency, received a funding award from the California Strategic Growth Council under the Affordable Housing Sustainable Communities (AHSC) program to build affordable housing, a transit hub, implement a rideshare program, increase headways with zero emission buses, and install street improvements.

Sunline Transit Agency is operating a transit hub locally out of the city’s facility located at 790 Vine Street. The Sunline Transit Agency is leasing this space from the City, as approved by City Council on October 14, 2015.

On July 26, 2023, City Council approved appropriations to support the construction of the new Transit Hub component of the AHSC Program awarded. Sunline Transit Agency is leading the construction efforts for the new Transit Hub at this location. Once constructed Sunline will lease the building from the City and will operate the Transit Hub at this new location. Similar to the lease they currently have with the City at the Vine Street location, below are the terms of the new lease for the Fourth Street location:
 Rent = one dollar annually
 Term = 30 years
 Utilities = to be paid by Lessee for said property
 Maintenance/Janitorial = to be completed by Lessee for said property  Insurance = to be provided be Lessee for said property

Item 20.

FISCAL IMPACT:

None.

Attachments: Proposed Lease

Item 20.

CITY OF COACHELLA

LEASE AGREEMENT
THIS LEASE AGREEMENT (the "Lease") is made as of January 24, 2024 (“Effective Date”), by and between THE CITY OF COACHELLA, a California municipal corporation (the "Lessor"), and the SUNLINE TRANSIT AGENCY joint powers agency established under the Joint Exercise of Powers Act (the "Lessee"), with reference to the following facts:

RECITALS
A. Lessor is the owner of certain real property identified as APN 778-080-021, located at 51260 Cesar Chavez Street, Coachella CA 92203, , described in more detail in attached Exhibit "A" incorporated herein by this reference (the "Premises"); and B. Lessee desires to lease the Premises from Lessor for purposes of constructing, maintaining, and operating a transit center and providing transit services to the residents of the City of Coachella and eastern Coachella Valley; and
C. On the Premises, Lessee will construct a 484 square foot breakroom building and office building for use by SunLine Transit Agency staff, three bus shelters, drive aisles suitable for passenger buses, utilities, and hardscape and landscaping improvements in accordance with the diagram and description attached hereto as Exhibit “B” incorporated herein by this reference (the “Improvements”); NOW, THEREFORE, in consideration of the mutual covenants and agreements contained herein and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows:

AGREEMENT

1. Recitals. Lessor and Lessee acknowledge the Recitals set forth above which are incorporated herein by this reference together with the Exhibits attached hereto.

2. Leasehold. Lessor hereby leases to Lessee, and Lessee hereby leases from Lessor, the Premises, for the term, at the rental price and upon the conditions set forth herein. Lessee accepts the Premises, including the appurtenant improvements, structures, and facilities, if any, in "AS IS" condition.

3. Premises. The Premises is described and depicted in Exhibit "A." Upon execution of this Lease, Lessee (in its discretion) may perform a survey of the Premises (the "Survey") and such Survey, if performed, shall replace Exhibit "A" as the description of the Premises and shall be attached and incorporated herein as Exhibit "C." If performed, the Survey attached as Exhibit “C” to this Lease and the Survey shall control the description of the Premises thereafter.

4. Term of Lease.

4.1 Original Term. The original term of the Lease shall be for approximately thirty (30) years, commencing at 12:00 a.m. on the Effective Date and terminating at 11:59 p.m. on June 30, 2053 (the "Original Term").

RMPUB\CZ0,310054.1 Page 283
Item 20.

4.2 Extension of Term. Following expiration of the Original Term, unless and until Lessee or Lessor delivers a Notice of Termination in accordance with Section 13, the term of this Lease shall automatically be extended by successive one (1) year periods beginning at 12:00 a.m. on July 1st of the subject year and expiring at 11:59 p.m. on June 30th of the following year (individually and collectively, the "Extended Term").

5. Rent.

5.1 Original Term Minimum Annual Rent. During the Original Term and any Extended Term of this Lease, Lessee shall pay to Lessor as annual rent the sum of One Dollar and Zero Cents ($1.00) per year.

5.2 Where to Pay Rent. All rent shall be paid to Lessor at the address specified below in Section 21.

6. Security Deposit. No security deposit shall be required under this Lease.

7. Utilities, Maintenance and Insurance.

7.1 Utilities. Except for utilities associated with improvements constructed by Lessor in accordance with Section 12.5 of this Lease, Lessee shall make all arrangements for and shall pay for all utilities and services furnished to the Premises or used by Lessee on the Premises, including, without limitation, electricity, telephone, water, and trash removal services, and Lessee shall pay for any and all charges for establishment or connection of utility services to the Premises.

7.2 Maintenance. Except for improvements constructed by Lessor in accordance with Section 12.5, Lessee shall provide all maintenance and repairs, at Lessee's sole cost and expense, to keep the Premises in good order and condition, including, without limitation, all maintenance of fencing, gates, shade structures, landscaping, all Improvements existing at the commencement of this Lease, and any Improvements installed or constructed by Lessee during the term of this Lease.

7.3 Insurance. All insurance carried by Lessee shall be primary to and not contributory with any similar insurance carried by Lessor, whose insurance shall be considered excess insurance only. Lessee shall carry and maintain, during the entire term hereof, at Lessee's sole cost and expense, the following types of insurance in the amounts specified and in the form provided for in this section:
a. General Liability and Property Damage Insurance. Lessee shall obtain and maintain in force a policy or policies of insurance in an amount not less than ONE MILLION DOLLARS ($1,000,000) combined single limit per occurrence, ONE MILLION DOLLARS ($1,000,000) annual aggregate, for bodily injury, property damage, products, and contractual liability coverage. b. Property Insurance. Lessee shall obtain and maintain in force a policy or policies of insurance in the name of Lessee, with any loss payable to Lessee, and any lender of Lessor insuring against loss or damage to the Improvements on the Premises, including, without limitation, any Improvements installed or constructed by Lessee. The amount of such insurance shall be equal to the full insurable replacement cost of such Improvements, as the same shall exist from time to time, or the amount required by any lender of Lessor, but in no event more than the commercially reasonable and available insurance value thereof. If the coverage is available

Item 20.
and commercially appropriate, such policy or policies shall insure against all risks of direct loss or physical damage (except the perils of flood and earthquake unless required by a lender of Lessor).

If such insurance coverage has a deductible clause, the deductible amount shall not exceed the amount permitted by a lender of Lessor, with a recorded interest in the Premises.

In the event any casualty results in damage to the Improvements on the Premises which are the property of Lessor (and not constructed or installed by Lessee in accordance with the provisions hereof), Lessee shall either (i) use the proceeds of insurance to cause the restoration of such property of Lessor or (ii) pay or cause payment to Lessor or any lender of Lessor in an amount of the proportionate share of insurance proceeds attributable to damage to such property of Lessor. c. Delivery of Certificate of Insurance. Lessee shall deliver to Lessor certificates of insurance evidencing the insurance procured by Lessee, which certificates shall name Lessor as an additional insured together with any lender of Lessor, with a recorded interest in the Premises. The Certificates of Insurance shall be delivered by Lessee to Lessor at the time of the execution of the Lease and shall be monitored regularly. d. Notice of Cancellation. All insurance policies shall contain a provision that such policies shall not be canceled or terminated without thirty (30) days' prior notice from the insurance company to Lessor. Lessee agrees that on or before thirty (30) days prior to expiration of any insurance policy, Lessee will deliver to Lessor written notification in the form of a receipt or other similar document from the applicable insurance company that said policy or policies have been renewed, or deliver certificates of coverage from another good and solvent insurance company for such coverage.

8. Janitorial Services. The Lessee agrees to provide at its sole cost and expense janitorial services for the leased Premises. Lessor agrees to provide at its sole cost and expense janitorial services for any and all improvements constructed by Lessor on the Premises in accordance with Section 12.5.

9. Security Alarm Monitoring Services. The Lessee agrees to provide at its sole cost and expense security alarm monitoring services for buildings existing on the leased Premises.

10. Use. Lessee shall have the exclusive right to use and occupy the Premises for purposes of constructing and maintaining the Improvements, operating the transit center, and providing transit services to the residents and visitors of the City of Coachella and the eastern Coachella Valley, and all uses incident thereto. Lessee shall not use the Premises for the purposes of storing, manufacturing or selling any inherently dangerous substance, chemical, thing, or device.

Lessor is prohibited from leasing, licensing, or authorizing the use of the Premises to any third party without prior written authorization from Lessee.

Item 20.

11. Hazardous Substances and Hazardous Materials.

11.1 Defined. For purposes of this Lease, the term "Hazardous Substances" shall be as defined in the Comprehensive Environmental Response, Compensation, and Liability Act, 42 U.S.C. §§ 9601 et and any regulations promulgated pursuant thereto, and as used to define "Hazardous Wastes" in the Resource Conservation and Recovery Act, 42 U.S.C. §§ 6901 et seq., and any regulations promulgated thereto, or as may be identified or defined by any federal, state or local law or regulation.

11.2 Prohibition and Indemnity. Lessee shall not (either with or without negligence) cause or permit the use, storage, generation, escape, disposal or release of any Hazardous Substances or Hazardous Wastes in any manner not sanctioned by law. In all events, Lessee shall indemnify and hold Lessor harmless from any and all claims, damages, fines, judgments, penalties, costs, liabilities or losses (including, without limitation, any and all sums paid for settlement of claims, attorneys' fees, and consultants' and experts' fees) (collectively "Claims") from the presence or release of any Hazardous Substances or Hazardous Wastes on the Premises if caused by Lessee or persons acting under Lessee. The foregoing indemnity shall apply regardless of whether or not any such Claims are contributed to by the negligence or fault of the indemnified party, by the violation of any law, statute or regulation by the indemnified party, and even if the indemnified party is strictly liable therefore. However, in the event of such contributory negligence or other fault of the indemnified party, then the indemnified party shall not be indemnified hereunder in the proportion that the indemnified party's negligence or other fault caused any such Claims. Lessee shall execute such affidavits, representations or other documents from time to time as Lessor may reasonably request concerning Lessee's best knowledge and belief as to the presence of Hazardous Substances or Hazardous Wastes on the Premises. This paragraph shall survive the termination of this Lease.

12. Improvements.

12.1 Consent of Lessor. Prior to making or constructing any additions, improvements, or alterations to the Improvements on the Premises, Lessee shall obtain written authorization from Lessor. Lessee may perform maintenance on the Improvements as required by Section 7.2 of this Lease without obtaining prior written authorization from Lessor.

12.2 Ownership of the Improvements. Upon the completion of the construction and installation of the Improvements on the Premises, and acceptance of the Improvements by Lessor, ownership of the Improvements shall immediately transfer to Lessor.

12.3 Lessee to Pay Improvement Cost. All installations, additions, improvements, or alterations constructed or made to the Premises, with the consent of Lessor, shall be made at the sole cost and expense of Lessee.

12.4 Mechanic's Liens. Lessee agrees to pay promptly for all labor or materials furnished for any work of construction, improvements, alterations, additions, repairs or maintenance performed by Lessee in connection with the Premises, and to keep and to hold the Premises free, clear, and harmless of and from all liens that could arise by reason of any such work.

12.5 Improvements or Alterations by Lessor. Lessor shall provide written notice to Lessee prior to making or constructing any additions, improvements, or alterations to the Improvements on the Premises. Lessor shall be responsible for the cost of constructing, operating RMPUB\CZC1310054.1 Page 286
Item 20.
(including utility and janitorial costs), and maintaining any improvements constructed by Lessor on the Premises in accordance with this section.

12.6 Damage to Improvements. In the event the Improvements are damaged as a result of actions by Lessor, a third party, or a natural event for which no human is responsible, and the estimated cost of repairing the Improvement is equal to $25,000, Lessee, in its sole and complete discretion, may choose to immediately terminate the Lease upon written notice to Lessor, relieving Lessee from any maintenance or repair obligations associated with the Improvements.

13. Termination.

13.1 Generally. Within six (6) months prior to expiration of the Original Term and at any time during any Extended Term hereof, either Lessor or Lessee may terminate this Lease, without cause, by serving the other party with six (6) months prior written notice of such termination (a "Notice of Termination").

13.2 Early Termination. During the Original Term of the Lease, Lessee/Lessor may terminate the Lease, without cause, by serving Lessor with six (6) months prior written notice of such termination.

14. Signs. Lessee shall only install transit service related signage, all signs shall be approved by the Lessor through the municipal sign approval process. All signage must meet Lessor’s existing sign ordinance requirements.

15. Lessor's Consent Required. Lessee shall not assign, mortgage, or hypothecate this Lease in whole or in part, nor sublet all or any part of the Premises, without the prior written consent of Lessor in each instance, which consent may be granted or denied in Lessor's sole discretion.

16. Assignment and Subleasing. Lessee shall not assign, mortgage, or hypothecate this Lease in whole or in part, nor sublet all or any part of the Premises, without the prior written consent of Lessor in each instance, which consent may be granted or denied in Lessor's sole discretion. This prohibition against assigning or subletting shall be construed to include a prohibition against any assignment or subletting by operation of law. In the event that Lessor's written consent is granted, Lessee shall pay all expenses in connection with such assignment and Lessee shall remain primarily obligated to Lessor for performance of all provisions of this Lease.

17. Entry and Inspection. Lessee shall permit Lessor or Lessor's agents to enter upon the Premises at reasonable times and upon reasonable notice, for the purpose of inspecting the same.

18. Indemnification. To the extent permitted by law, Lessor shall not be liable for any damage or injury to Lessee, or any other person, or to any property, occurring on the Premises or any part thereof in connection with this Lease, unless caused by the gross negligence or willful misconduct of Lessor or the Lessor’s employees, agents, or contractors. Lessee agrees to indemnify and hold Lessor harmless from any claims for damages which arise in connection with any such occurrence. Lessor agrees to indemnify and hold Lessee harmless from any claims for damages which arise from the gross negligence or willful misconduct of Lessor or the Lessor’s employees, agents, or contractors in connection with the Premises or this Lease. Said indemnifications shall include indemnity from any reasonable costs or fees which the indemnified party may incur in defending any such claim. The provisions of this Section shall survive termination of this Lease.

Item 20.

19. Lessor's Remedies on Default. If Lessee defaults in the payment of rent or defaults in the performance of any of the other covenants or conditions hereof, Lessor may give Lessee notice of such default and if Lessee does not cure any such default within thirty (30) days after the giving of such notice (or if the default is of a nature that it cannot be completely cured within such period, if Lessee does not commence such cure within such thirty (30) days and thereafter proceed with reasonable diligence and in good faith to cure such default), then Lessor may terminate this Lease on not less than thirty (30) days' notice to Lessee. On the date specified in such notice, the term of this Lease shall terminate and Lessee shall then quit and surrender the Premises to Lessor, without extinguishing Lessee's liability. If this Lease shall have been so terminated by Lessor, Lessor may at any time thereafter resume possession of the Premises by any lawful means and remove Lessee or other occupants and their effects.

20. Waiver. No failure of Lessor to enforce any term hereof shall be deemed to be a waiver.

21. Notices. Any notice, request, demand, or other communication which either party may or is required to give, shall be in writing and shall be delivered in person or sent to the address set forth herein below by registered or certified mail, return receipt requested with postage prepaid, by commercial overnight courier, with written verification of receipt, or by telecopy. A notice shall be deemed given: (a) when delivered by personal delivery (as evidenced by the receipt); (b) three (3) days after deposit in the mail if sent by registered or certified mail; (c) one (1) business day after having been sent by commercial overnight courier as evidenced by the written verification of receipt or (d) on the date of confirmation if telecopied. Either party may change its address for receiving notice by written notice given to the other in accordance with the provisions of this Notices section.

To Lessor:

To Lessee:

City of Coachella
53462 Enterprise Way, Coachella, CA
92236
Sunline Transit Agency
Attn: CEO / General Manager
32-505 Harry Oliver Trail, Thousand Palms, CA 92276

22. Heirs, Assigns, Successors. This Lease is binding upon and inures to the benefit of the heirs, assigns and successors in interest to the parties.

23. Time of Essence. Time is of the essence of this Lease.

24. Entire Agreement. This instrument constitutes the entire agreement between the parties and may be modified only by a writing signed by both parties.

25. Governing Law. This Lease shall be governed by and construed in accordance with the laws of the State of California.

Item 20.

IN WITNESS WHEREOF, the parties have executed this Lease as of the date first written above.

LESSEE:

SUNLINE TRANSIT AGENCY
a joint powers agency established under the “Joint Exercise of Powers Act”
By: _____________________________________
Name: ___________________________________
Title: ____________________________________
LESSOR:

THE CITY OF COACHELLA
a California municipal corporation
By: _______________________________________________________ Steven Hernandez, Mayor
City of Coachella
Attest:

By: _________________________
Angela M. Zepeda, City Clerk
City of Coachella
Approved as to Form:

By: _____________________
Carlos L. Campos
City Attorney
Best Best & Krieger LLP

Item 20.

EXHIBIT "A"

DESCRIPTION OF PREMISES
General Information
Property ID Number
(PIN/APN)
778080021
Owner City of Coachella
Property Address - No Situs -
Property Type Government Property
Tax Rate Area (TRA) 012-018 COACHELLA
Approximate Lot Size 37,462 SqFt / 0.860 acres
Legal Description Acres 0.86000000
AcreageQualCode ML
Lot 10-P LotType L
MapPlatB 004 MapPlatP
053 SubdivisionName
COACHELLA LAND amp
RMPUB\CZC\310054.1 Page 290
Item 20.

Exhibit "B"

IMPROVEMENTS

Item 20.

MARIO LAZCANO

SIGNAL SIGNAL

AHEAD AHEAD
MH Asph.

Asph.

Conc.
(SCRIBED "G" IN CURB) G
4TH STREET

CESAR CHAVEZ
1 Project Site

VICINITY MAP

NOT TO SCALE

PROJECT CONTACTS / INFO
OWNER

SUNLINE TRANSIT AGENCY
32505 HARRY OLIVER TRAIL
THOUSAND PALMS, CA 92276
CONTACT: JESSE FRESCAS
PH: 626.705.4720

ENGINEER
HEPTAGON SEVEN CONSULTING, INC.
8413 E BASELINE RD, SUITE 106
MESA, AZ 85209
CONTACT: BRAD DONAIS, PE
PH: 760.902.9367

LOCATION MAP

NOT TO SCALE

SUNLINE - COACHELLA TRANSIT HUB
NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMEMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.

THE PRIVATE ENGINEER SIGNING THESE PLAN IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.

OF _______SHEETS
SHEET NO.

CITY
FILE NO.

FOR: W.O.

CITY OF COACHELLA
11 SUNLINE TRANSIT AGENCY 77100149 BRADLEY DONAIS, R.C.E. 68828 DATE PREPARED UNDER THE DIRECT SUPERVISION OF:

CITY OF COACHELLA
APPROVED FOR CONSTRUCTION:

DATE: UNDERGROUND SERVICE ALERT
1-800-227-2600

YOU DIG

DAYS BEFORE

TWO WORKING

A PUBLIC SERVICE BY
DIAL
BEFORE

YOU DIG

TOLL FREE

REVISIONS BY DATE

ENGINEER CITY
APPR. DATE
BENCHMARK: BENCHMARK: CITY OF COACHELLA 1007 ELEVATION: 437.448 DATUM: NAVD88 + 500 FEET DESCRIPTION: 3 1/2" BRASS DISK SET IN TOP OF THE NORTHWEST CORNER OF A 1.5 FOOT HIGH PLANTER WALL AROUND THE "CITY OF COACHELLA" MONUMENT SIGN, LOCATED 25 FEET SOUTHEAST FROM THE BEGINNING OF THE SOUTH CURB RETURN AND 35 FEET SOUTH WEST OF SOUTHERLY CURB RETURN LOCATED AT THE INTERSECTION OF GRAPEFRUIT BLVD. (HIGHWAY 111) AND CESAR CHAVEZ (HARRISON STREET). BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, AS DETERMINED LOCALLY BY THE LINE BETWEEN CONTINUOUS OPERATING GPS BASE STATION STATIONS P491 AND PIN1, (EPOCH 2017.50) COORDINATES), AS COMPUTED AND PUBLISHED BY SCRIPPS ORBIT AND PERMANENT ARRAY CENTER (SOPAC) AND THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC), BEING: NORTH 78° 59' 35.49" WEST. ANDREW R. SIMMONS R.C.E. 72868 EXP. 06/30/2024

SUNLINE TRANSIT

COACHELLA TRANSIT HUB
V
C

C I S T A T E O F
I L

A L I F O R N I A
J
No. 68828

YELDARB

O F E R P D E R E T

S I G E R
S
IANOD .

R E E N I G N E

L A O N S S I
8413 E BASELINE RD
SUITE 106
MESA, AZ 85209
480.757.0997

TITLE SHEET
STREET IMPROVEMENT NOTES:

IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET # DESCRIPTION

CIVIL PLANS
1 TITLE SHEET
2-3 CONSTRUCTION NOTES & DETAILS
4 SITE REMOVALS & EX. UTILITY PLAN
5 PRECISE GRADING PLAN
6 HORIZONTAL CONTROL, SIGNING & STRIPING
7 PRIVATE UTILITY
8 STANDARD DETAILS
9 SITE LIGHTING PHOTOMETRICS
10 LIGHTING DETAILS
11 BREAKROOM BLDG DETAILS & PERFORMANCE SPECS

BUILDING PLANS
A00-A11 SUNLINE BREAKROOM

LANDSCAPE PLANS
L01-L12 LANDSCAPE PLANS

EXISTING UNDERGROUND UTILITIES

EXISTING TOPOGRAPHY

SANITARY SEWER

WATER LINE

STORM DRAIN

GAS LINE

IRRIGATION LINE CABLE TELEVISION

TRAFFIC SIGNAL

STREET LIGHTING

ELECTRICAL CONDUIT

TELEPHONE CONDUIT

BLOCK WALL

WIRE FENCE

CHAIN LINK FENCE RETAINING WALL

DIRECTION OF FLOW

TOP OF SLOPE
SANITARY SEWER M.H.

STORM DRAIN M.H.

JOINT USE POLE

TELEPHONE VAULT

WATER METER

FIRE HYDRANT MAIL BOX

STREET NAME SIGN

TELEPHONE POLE

TRAFFIC SIGN

ELECTRICAL POLE

POLE & GUY ANCHOR GAS METER

RAILROAD TRACKS

PULL BOX

RAILROAD SIGNAL

STREET LIGHT
VALVE

WALK - DON'T WALK

SIGNAL ON MAST ARM

TRAFFIC SIGNAL

STREET LIGHT & TRAFFIC

STREET LIGHT (UPRIGHT)

SANITARY SEWER CLEANOUT

PEDESTRIAN SIGNAL

PEDESTRIAN PUSH BUTTON

TRAFFIC SIGNAL CONTROLLER
TRAFFIC SIGNAL LOOP DETECTOR - 6' x 6'

TRAFFIC SIGNAL ON SIGNAL MAST ARM

CONCRETE

ASPHALT

BUILDING

EDGE OF PAVEMENT

UNDERGROUND STRUCTURE

OVERHANGING STRUCTURE

CITRUS TREE

DECIDUOUS TREE

PALM TREE

TREE STUMP

SHRUBBERY
8" S
6" W
24" S.D.
2" G
20" IRR.

T
E
SL
SIG

CTV CTV
SIG
SL
E
T

BOARD FENCE TOE OF SLOPE
X X
o o
S
D
J
W
P
E
T
G
c.o.
(ASPHALT)
(DIRT)
TRAFFIC SIGNAL LOOP DETECTOR - 6' DIA.

P.P.B.

1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA AND RELOCATION COSTS OF ALL EXISTING UTILITIES. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION, INCLUDING, BUT NOT LIMITED TO SEWER, WATER, ELECTRIC, GAS, DRAINAGE, TELEPHONE, CABLE TV, ETC.

2. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ADJACENT PROPERTY OWNERS FROM ANY AND ALL DAMAGE

THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS FROM ANY AND ALL WORK IN CONJUNCTION WITH CONSTRUCTION OF THESE IMPROVEMENTS.

3. THE CONTRACTOR SHAL BE RESPONSIBLE FOR ALL DAMAGES TO ON-SITE, OFF-SITE, AND ADJACENT UTILITIES, FACILITIES, AND PROPERTY AND SHALL CARRY SUFFICIENT INSURANCE TO PROTECT THE CITY AND THE ADJACENT PROPERTY.

4. NOTE DELETED.

5. STREET PAVING SHALL BE INSTALLED IN TWO (2) LIFTS: TOP COURSE 1” THICK (MINIMUM) 1/2” A.C. PG-70-10 (D1) AND BOTTOM COURSE 2” THICK (MINIMUM), 3/4” A.C. PG-70-10 (C2).

6. WHEEL CHAIR RAMPS SHALL BE CONSTRUCTED AT ALL CURB RETURNS IN CONFORMANCE WITH THE STANDARDS NOTED HEREIN AND CURRENT ADA REQUIREMENTS.

7. THE CONTRACTOR SHALL INSTALL STREET NAME AND STOP SIGNS CONFORMING TO THE CITY STANDARD DRAWING S-27.

8. ALL MANHOLE COVERS AND WATER VALVE COVERS SHALL BE ADJUSTED TO GRADE AFTER THE STREETS HAVE BEEN FINAL PAVED PER CITY STDS.

9. ALL PRIVATE STREETS AND DRIVEWAYS SHALL BE CONSTRUCTED TO THE STRUCTURAL SECTION DETERMINED BY THE CITY ENGINEER.

10. TRIM (SAWCUT) EDGE OF EXISTING PAVEMENT WHERE NEW PAVING JOINS EXISTING TO FORM A CLEAN, SMOOTH STRAIGHT LINE.

11. THE CONTRACTOR SHALL NOTIFY THE CITY OF COACHELLA ENGINEERING DEPARTMENT, 760-398-5744, 72 HOURS PRIOR TO STARTING ANY STREET WORK.

12. ALL WORKS SHALL CONFORM WITH THE CITY OF COACHELLA IMPROVEMENT STANDARDS AND SPECIFICATIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) LATEST EDITION AND THESE PLANS.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL MAINTAIN ALL FACILITIES COMPLETE AND INCOMPLETE UNTIL ACCEPTED BY THE CITY.

GENERAL NOTES:

X
o
S
D
J
W
c.o.

MIDDLE OF CURVE MIDDLE ORDINATE MANHOLE
LEFT

LATERAL

LINEAR FEET

INVERT HORIZONTAL

GUY WIRE OF POLE

FUTURE TOP OF CURB
FOOT
FOUND

FLOW LINE

FIRE HYDRANT

FIELD BOOK

EXISTING

EXCAVATION

ESTIMATE

EASTERLY ELEVATION

END OF VERTICAL CURVE

EDGE OF EXISTING PAVING

END OF CURB RETURN

END OF CURVE
EAST
DRIVE

DRIVEWAY DECOMPOSED GRANITE CUBIC FEET
CORNER

CONSTRUCT CONCRETE COUNTY OR COMPANY CENTER LINE
CIRCLE

CENTER TO CENTER
CURB

CALCULATED

CUBIC YARDS CEMENT TREATED BASE CURB RETURN

CONCRETE PIPE CLEANOUT CORRUGATED METAL PIPE ARCH

CORRUGATED METAL PIPE CAST IRON

CURB FACE CATCH BASIN

CURB & GUTTER
CENTER

BOULEVARD

BEGINNING OF VERTICAL CURVE BENCH MARK

BEGINNING OF CURB RETURN

BEGINNING OF CURVE

AVERAGE
AVENUE
ACRE

ASPHALTIC CONCRETE
M.O.C. M.O. M.H. LT.

LAT.

L.F.

INV.

HOR.

GUY
FTC
FT.

FD.

F.L.

F.H.

F.B.

EXIST
EXC.

EST.

E'LY
ELEV.

E.V.C.

E.P.

E.C.R.

E.C.

E.

DR.

D/W
D.G.

CU. FT.

COR.

CONST. CONC.

CO.

C
CIR.

C-C
CB.

CALC.

C.Y.

C.T.B.

C.R.

C.P.

C.O.

C.M.P.A. C.M.P. C.I.

C.F.

C.B.

C&G
C
BLVD.

B.V.C.

B.M. B.C.R.

B.C.

AVG.

AVE.

AREA
AC.

A.C. DEFINITION
L
AREA

WESTERLY
WEST

VERTICAL VERTICAL POINT OF INTERSECTION

VITRIFIED CLAY PIPE

VERTICAL CURVE

TYPICAL

TELEPHONE

TOP OF PAVEMENT

TOP OF CURB

SOUTHWESTERLY
STAKE

STANDARD

STATION
STREET

SAN BERNARDINO BASE & MERIDIAN
SQUARE
SPIKE

SPECIFICATIONS

SOUTHERLY

SOUTHEASTERLY

SECTION

SIDEWALK

STORM DRAIN

SAN BERNARDINO
SOUTH
RIGHT

RIVERSIDE
RECORD
ROAD

RIGHT OF WAY RAILROAD

REDWOOD HEADER

RECORD OF SURVEY

REGISTERED ENGINEER

REINFORCED CONCRETE PIPE

RADIUS POINT PROPERTY LINE POINT OF TANGENCY

POINT OF REVERSE VERTICAL CURVE

POINT OF REVERSE CURVATURE

POWER POLE

POINT OF INTERSECTION

POINT OF COMPOUND VERTICAL CURVE

PORTLAND CEMENT CONCRETE POINT OF COMPOUND CURVATURE OR

POINT OF CURVATURE

PULL BOX

OPPOSITE

ON CENTER NORTHWESTERLY NUMBER NORTHERLY NORTHEASTERLY NOT TO SCALE NORTH MINIMUM

MAXIMUM MERCURY VAPOR
W'LY
W.

VERT.

V.P.I.

V.C.P.

V.C.

TYP.

TEL.

T.P.

T.C.

SW'LY
STK.

STD.

STA.

ST.

SBB&M
SQ.

SPK.

SPEC.

S'LY
SE'LY
SEC.

S/W
S.D.

S.B.

S.

RT.

RIV.

REC.

RD.

R/W
R/R
R.W. HDR.

R.S.

R.E.

R.C.P.

R.

PT.

P
P.T.

P.R.V.C.

P.R.C.

P.P.

P.I.

P.C.V.C.

P.C.C.

P.C.

P.B.

OPP.

O.C.

NW'LY NO. N'LY NE'LY N.T.S. N. MIN. MAX. M.V.

L

ABBREVIATION ABBREVIATION DEFINITION
LOCATED IN A PORTION OF SECTION 5, TOWNSHIP 6 SOUTH, RANGE 8 EAST, SAN BERNARDINO MERIDIAN.

SHEET INDEX

1. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF COACHELLA STANDARD SPECIFICATIONS AND

PROCEDURES AND THE CITY OF COACHELLA STANDARD DRAWINGS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), MOST CURRENT EDITIONS AND THESE APPROVED PLANS.

2. THE CONTRACTOR SHALL, AT NO EXPENSE TO THE CITY, PROVIDE ALL NECESSARY SAMPLES AND TESTS REQUIRED BY THE CITY TO ASSURE THAT THE QUALITY OF THE MATERIALS AND WORKMANSHIP ARE IN ACCORDANCE WITH THESE PLANS AND SAID SPECIFICATIONS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL MAINTAIN ALL FACILITIES COMPLETE AND UNCOMPLETED UNTIL ACCEPTED BY THE CITY.

4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAR THE RIGHT-OF-WAY IN ACCORDANCE WITH THE PROVISIONS OF LAW AS IT AFFECTS EACH UTIILTY INCLUDING IRRIGATION LINES AND APPURTENANCES AT NO COST TO THE CITY.

5. THE CONTRACTOR SHALL OBTAIN AND REVIEW ALL NECESSARY STANDARDS, PLANS, AND SPECIFICATIONS IN DETAIL PRIOR TO START OF CONSTRUCTION. ALL DOCUMENTS, INCLUDING APPROVED PLANS AND REFERENCED STANDARDS SHALL BE ON-SITE AT ALL TIMES.

CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CITY INSPECTOR PRIOR TO WORK IN THAT AREA.

6. ALL ELEVATIONS SHOWN TO BE EXISTING ARE FROM A RECENT SURVEY OF THE ENGINEER AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

7. PRIOR TO BEGINNING ANY WORK, CONTRACTOR SHALL SECURE A CITY OF COACHELLA PERMIT FOR CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CITY OF COACHELLA (760) 398-5744, 72 HOURS PRIOR TO STARTING ANY WORK. A PRE-CONSTRUCTION MEETING SHALL BE SET UP WITH THE CITY OF COACHELLA ENGINEERING DEPARTMENT AND ALL AFFECTED UTILITY COMPANIES SHALL BE PRESENT.

8. CONTRACTOR SHALL CALL U.S.A., UNDERGROUND SERVICE ALERT, AT 1-800-227-2600 AND SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES 48 HOURS IN ADVANCE OF THE COMMENCEMENT OF CONSTRUCTION. DIG ALERT TICKET SHALL BE SUBMITTED TO THE CITY OF COACHELLA ENGINEERING DEPARTMENT.

9. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.

10. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY CITY OF COACHELLA IN ACCORDANCE WITH THE CITY OF COACHELLA STANDARD SPECIFICATIONS.

11. QUANTITIES SHOWN HEREON ARE FOR ESTIMATE PURPOSES ONLY. NEITHER THE DESIGN ENGINEER NOR THE CITY OF COACHELLA GUARANTEE THE ACCURACY OR COMPLETENESS OF THE CONSTRUCTION QUANTITIES.

12. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE CITY OF COACHELLA INSPECTOR PRIOR TO EXCAVATION.

13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE DESIGN ENGINEER. TO THE BEST OF THE DESIGN ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.

14. APPROVAL OF THIS PLAN BY THE CITY OF COACHELLA DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION

OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.

15. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY.

16. SOILS REPORTS SHALL BE SUBMITTED TO THE CITY OF COACHELLA BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH

BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE CITY OF COACHELLA STANDARD SPECIFICATIONS.

17. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE CITY ENGINEER IN WRITING PRIOR TO CONSTRUCTION.

18. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE DESIGN ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS-BUILT DRAWINGS TO THE CITY OF COACHELLA FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. APPROVED AS-BUILT PLANS SHALL BE SUBMITTED TO THE CITY OF COACHELLA ENGINEERING DEPARTMENT IN AUTOCAD FORMAT.

19. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE-ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW.

20. CONTRACTOR SHALL NOT INTERRUPT OR DISTURB ANY UTILITY FACILITY WITHOUT AUTHORITY FROM THE UTILITY COMPANIES. WHERE PROTECTION IS REQUIRED TO ENSURE INTEGRITY OF UTILITY FACILITIES (INCLUDING CITY-OWNED UTILITIES). CONTRACTOR SHALL FURNISH AND PLACE ALL NECESSARY PROTECTION.

SUNLINE TRANSIT AGENCY
COACHELLA TRANSIT HUB IMPROVEMENTS 1ST ST
2ND ST
3RD ST
4TH ST
5TH ST
6TH ST
7TH ST
8TH ST

PALM AVE

ORCHARD ST

DATE AVE

BAGDAD AVE

SHADY LN

VINE AVE
111

CESAR CHAVEZ (HARRISON ST)

COACHELLA

TRIPOLI WAY

GRAPEFRUIT BLVD

LEGEND & ABBREVIATIONS

EARTHWORK QUANTITIES - RAW

CUT (CY) FILL (CY)
RAW - SITE GRADING 543 89

THE ABOVE NOTED EARTHWORK QUANTITIES ARE BASED ON RAW
CUT AND FILL VOLUMES. CONTRACTOR IS RESPONSIBLE TO
VERIFY THEIR OWN EARTHWORK QUANTITIES. EARTHWORK

QUANTITIES WERE DERIVED FROM TOPOGRAPHY OBTAINED FROM A FIELD GROUND SURVEY COMPLETED ON 04/05/21 BY EGAN CIVIL

IN COMPLIANCE WITH THE NATIONAL MAP STANDARDS FOR
HORIZONTAL ACCURACY OF 1"=40' AND VERTICAL ACCURACY OF
±
1 2 CONTOUR INTERVAL (1.0' CONTOUR).

SHEET 4 & 5
01/13/2023
01/13/23

Item 20.

VAR
5 1
GRADE BREAK WITH NO "LIP"

2.5' 14.0'
19'

RETENTION BASIN BOTTOM
A A
SECTION A-A 8"

14.0'
20% MAX.

2.5' NORMAL GUTTER
C&G

COMPACT BACKFILL TO
95% MIN. COMPACTION

2.0'

FLAT PAD PLACED ON BASIN BOTTOM
PR. CONC

SURFACE
8" CONCRETE 560-C-4500
w/TYPE III FIBER MESH
B
B

SECTION B-B
BASIN
BOTTOM
MIRAFI 160N NONWOVEN

FILTRATION FABRIC ON ENTIRE

BOTTOM OF AGGREGATE BASE
(EXTENDS BEYOND CURB)

ANGELUS TUSCAN

TUMBLED PAVER

COMPACTED
SUBGRADE, TOP 12" TO 95% COMPACTION

PER PLAN

CURB JOINTING SAND, CONFORMING TO
ASTM C144
1" BEDDING SAND PER
ASTM C33 w/ <1%
PASSING 0.080 mm

ANGELUS TUSCAN TUMBLED
PAVERS. VIBRATE SAND
INTO VOIDS. SEAL WITH

WATER SEALANT
MIRAFI 160N NONWOVEN

FILTRATION FABRIC
6" THICK CONC.
(560-C-3250) WITH

EXPANSION JOINT
RECOMPACT EX. BASE TO 95%

COMPACTION FOR FULL LENGTH
AND WIDTH OF CROSSWALK.

EX. BASE
PR. CONCRETE

PAVEMENT
3" DIA. SCH.40 PVC DRAIN

HOLE FILLED WITH PEA GRAVEL
PLACE DRAIN HOLES 3' O.C.,
BOTH DIRECTIONS. STAGGER
LOCATION OF DRAIN HOLES.
6" THICK CONC.
(560-C-3250) w/

EXPANSION JOINT

GRAY BAND
1'
4-#4 BARS CONT.

PLACED 3" CLR

OF EDGES (TYP)

BEDDING SAND
(+ 1")
1' 10'
CURB OPENING w/ SPILLWAY/RAMP & RIPRAP
NOT TO SCALE 16 17
C&G

7.0'

18.0'
42"
30"
6"

CONCRETE CAP
(ROUNDED & TAPERED)
6", 1/4" THICK STEEL PIPE
(SCH 40 BLACK COLD ROLLED) PAINTED HIGH VISIBILITY
YELLOW, & CONCRETE FILLED.

TAPER CONCRETE UP
1/4" (MIN) AROUND PIPE
18" DIA CONCRETE
FOOTING, 3,250 PSI

CONCRETE

METAL BOLLARD
NOT TO SCALE 15
PARTIAL CONC. SPANDREL
NOT TO SCALE 18
6" C&G 6" CURB
8' WALK
EX. 6"
CURB
EX. 6" EX. CONC. CURB

APPROACH

INTEGRAL
6" CURB
w/SPANDREL

INTEGRAL
6" CURB
w/SPANDREL
JOIN EX. CONC

APPROACH
EX. GUTTER
LIP
EX. WALK

NEW EXISTING
3 4"DOWEL BAR
EMBEDDED 12"
8"

TIE JOINT
8"

ISOLATION JOINT

STRUCTURE
1 2
"ISOLATION

JOINT FILLER
JOINT
SEAL

NEW NEW
SAWCUT
1 8
"WIDE,
2"DEEP
8"

WEAKENED PLANE JOINT

CONCRETE PAVEMENT JOINTS
NOT TO SCALE 7 1.0%

1.7%
BEG SPANDREL @
BCR, 436.83 TC

END SPANDREL,
436.92 TC
JOIN EX.

BEG SPANDREL,
(436.62) TC JOIN EX.

END SPANDREL,
(436.79) TC
(436.08)FL (435.91)FL
(436.18)FL
JOIN EX. (436.08)FL
JOIN EX.
8" CONCRETE 560-C-4500
w/TYPE III FIBER MESH

COMPACT BACKFILL TO
95% MIN. COMPACTION
DOWEL NOTE: FOR ALL NEW CONCRETE ADJACENT TO EXISTING

CONCRETE PAVEMENT, THE CONTRACTOR SHALL

INSTALL A
3 4" DOWEL BAR EMBEDDED A MINIMUM OF 12" INTO BOTH THE NEW AND EXISTING CONCRETE. DOWEL BARS SHALL BE SPACED AT 24" O.C., AND SHALL BE PLACED NO CLOSER THAN 12" FROM A WEAKENED PLANE JOINT. 8" CONCRETE
560-C-4500
w/TYPE III FIBER MESH
~26'

1.0'

PAVER CROSSWALK DETAIL
NOT TO SCALE 12
CROSSWALK @ CURB DETAIL

PAVER CROSSWALK, SECTION DETAIL
BIKE REPAIR STAND w/ PUMP DETAIL

NOT TO SCALE
14 90"
48"
4" CONCRETE SIDEWALK (PAD)
10"
45"
6"

BIKE REPAIR STAND, BLACK

POWDER COAT, CYCLESAFE OR APPROVED EQUAL

BIKE TIRE PUMP, BLACK

POWDER COAT, CYCLESAFE OR APPROVED EQUAL
DOWEL
(TYP)

RIPRAP CL III
2 (1) QUANTITY PROVIDED FOR INFORMATION ONLY. ITEMS OF WORK PER THE SPECIFICATIONS ARE INCIDENTAL TO OTHER CONSTRUCTION ITEMS LISTED IN THE BID SCHEDULE.
(2) QUANTITY EXCLUDES PED RAMP CURB FROM BEGINNING TO END OF RAMP CURB TAPERS (3) QUANTITY INCLUDES PED RAMP CURB FROM BEGINNING TO END OF RAMP CURB TAPERS AND CONSTRUCTION OF THE CURB SHALL BE A PART OF THIS ITEM (4) QUANTITY INCLUDES THE AREA OF PAVEMENT TO THE BACK OF CURB AND CONSTRUCTION OF THE CURB SHALL BE A PART OF THIS ITEM (5) QUANTITY INCLUDES THE AREA OF SPANDREL TO THE BACK OF CURB AND CONSTRUCTION OF THE CURB SHALL BE A PART OF THIS ITEM (6) BREAKROOM STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PRELIMINARY PLANS PROVIDED WITH THE BID DOCUMENTS AND REQUIREMENTS NOTED ON SHEET 11. CONTRACTOR WILL BE RESPONSIBLE FOR THE FINAL DESIGN OF THE STRUCTURE AND ALL REQUIRED ELEMENTS, CITY PLAN REVIEW PROCESSING AND OBTAINING PERMITS FOR THE BUILDING CONSTRUCTION/ INSTALLATION.

THE ATTACHED PLANS FROM STRUCTURE CAST ARE PROVIDED FOR REFERENCE ON BUILDING NEEDS AND REQUIREMENTS. PLANS WILL NEED TO CONFORM TO THE LATEST CITY AND STATE BUILDING CODES AND STANDARDS. OTHER PREFABRICATED STRUCTURES SUBCONSULTANT / SUPPLIER WILL BE CONSIDERED IF THEY ARE ABLE TO MEET ALL REQUIREMENTS OF THE PROPOSED BUILDING.

NOTE:

QUANTITIES LISTED ABOVE ARE PROVIDED FOR CONTRACTOR INFORMATION. THE BID ITEMS LISTED IN THE PROJECT BID PACKAGE UNDER THE BID SCHEDULE WILL GOVERN IN THE CASE OF A DISCREPANCY IN THE ABOVE LISTED QUANTITIES. --
LF
SF
SF
EA
LF
LF
LF
SF
SF
EA
SF
SF
EA
EA
SF
SF
EA
EA
EA
LF
EA
LF
LF
EA
EA
LF
EA
LF
LF
NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMEMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.

THE PRIVATE ENGINEER SIGNING THESE PLAN IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.

OF _______SHEETS
SHEET NO.

CITY
FILE NO.

FOR: W.O.

CITY OF COACHELLA
11 SUNLINE TRANSIT AGENCY 77100149 BRADLEY DONAIS, R.C.E. 68828 DATE PREPARED UNDER THE DIRECT SUPERVISION OF:

CITY OF COACHELLA
APPROVED FOR CONSTRUCTION:

DATE: UNDERGROUND SERVICE ALERT
1-800-227-2600

YOU DIG

DAYS BEFORE

TWO WORKING

A PUBLIC SERVICE BY
DIAL
BEFORE

YOU DIG

TOLL FREE

REVISIONS BY DATE

ENGINEER CITY
APPR. DATE
BENCHMARK: BENCHMARK: CITY OF COACHELLA 1007 ELEVATION: 437.448 DATUM: NAVD88 + 500 FEET DESCRIPTION: 3 1/2" BRASS DISK SET IN TOP OF THE NORTHWEST CORNER OF A 1.5 FOOT HIGH PLANTER WALL AROUND THE "CITY OF COACHELLA" MONUMENT SIGN, LOCATED 25 FEET SOUTHEAST FROM THE BEGINNING OF THE SOUTH CURB RETURN AND 35 FEET SOUTH WEST OF SOUTHERLY CURB RETURN LOCATED AT THE INTERSECTION OF GRAPEFRUIT BLVD. (HIGHWAY 111) AND CESAR CHAVEZ (HARRISON STREET). BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, AS DETERMINED LOCALLY BY THE LINE BETWEEN CONTINUOUS OPERATING GPS BASE STATION STATIONS P491 AND PIN1, (EPOCH 2017.50) COORDINATES), AS COMPUTED AND PUBLISHED BY SCRIPPS ORBIT AND PERMANENT ARRAY CENTER (SOPAC) AND THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC), BEING: NORTH 78° 59' 35.49" WEST. ANDREW R. SIMMONS R.C.E. 72868 EXP. 06/30/2024

SUNLINE TRANSIT

COACHELLA TRANSIT HUB
V
C

C I S T A T E O F
I L

A L I F O R N I A
J
No. 68828

YELDARB

O F E R P D E R E T

S I G E R
S
IANOD .

R E E N I G N E

L A O N S S I
8413 E BASELINE RD
SUITE 106
MESA, AZ 85209
480.757.0997

CONSTRUCTION NOTES &

DETAILS

CONSTRUCTION NOTES
1 PROTECT IN PLACE
2 REMOVE CURB & GUTTER
3 REMOVE SIDEWALK
4 REMOVE DRIVEWAY, INCLUDING GUTTER PAN, & SIDEWALK
5 SALVAGE & REINSTALL STREET SIGN (2 POST)
6 RELOCATE FO SIGNAL INTERCONNECT CONDUIT, CABLE & PULL BOX 7 CONST. 6" CONC. w/ FIBER MESH OVER 8" CMB
8 CONST. 6" TYPE D CURB OVER 6" AB PER COC STD S-10
9 CONST. 6" C&G OVER 6" AB PER COC STD S-7
10 CONST. SIDEWALK (WIDTH PER PLAN) OVER 2" SAND & PLASTIC PER COC STD S25.1 11 CONST. CURB RAMP CASE 1 TYPE 2 PER SPPWC STD 111-5
12 CONST. CROSSWALK w/ TRAFFIC RATED INTERLOCKING PAVERS (ANGELUS TUSCAN TUMBLED) PER DETAIL ON SHEET 2 13 CONST. BUS TURNOUT PER RCTD STD 814
14 F&I BIKE REPAIR STAND & PUMP, BLACK
15 F&I METAL BOLLARD PER DETAIL ON SHEET 2
16 CONST. CONC. CURB OPENING w/ SPILLWAY PER DETAIL ON SHEET 2 17 RIPRAP CLASS III PER DETAIL ON SHEET 2
18 CONST. PARTIAL CONC. SPANDREL PER DETAIL ON SHEET 2
19 F&I PARKING LOT LIGHT, POST TYPE PER DETAIL ON SHEET 10 20 F&I PARKING LOT LIGHT, SINGLE HEAD MAST, PER DETAIL ON SHEET 10 21 F&I PARKING LOT LIGHT, DUAL HEAD MAST, PER DETAIL ON SHEET 10 22 F&I 1.5" PVC CONDUIT & CONDUCTORS FOR SITE LIGHTING
23 F&I IID SECONDARY PULL BOX
24 F&I 2" SCH 40 PVC CONDUIT (IID)
25 F&I 2" SCH 40 PVC CONDUIT & CONDUCTORS FOR SITE LIGHTING 26 F&I POST & SIGN(S)
27 PAINT LONG STOP BAR & 2-"STOP" PAVEMENT MARKINGS PER PLAN 28 F&I 4" SDR-26 PVC SEWER LATERAL w/ BENDS & WYES PER COC STD. D-11 29 F&I 6" SEWER CLEAN OUT PER COC STD D-1
30 F&I 3/4" PVC SDR-21 DOMESTIC WATER SERVICE w/ BENDS PER COC STD W-8 31 F&I 1.5" PVC CONDUIT w/ PULL ROPE (FUTURE USE)
32 F&I PULL BOX (PCC) PER SPPWC STD 513-3 (ELECT)
33 F&I 360° SECURITY CAMERA & MOUNTING BRACKETS, PANASONIC WV-S4550L 34 F&I WV SECURITY CAMERA & MOUNTING BRACKETS, PANASONIC WV-S1531LN 35 F&I POST AND INSTALL SUNLINE FURNISHED SIGN
36 F&I LANDSCAPE UPLIGHT PER DETAIL ON SHEET 10
37 F&I 3/4" PVC SDR-21 DOMESTIC WATER SERVICE w/ BENDS, END CAP & VALVE BOX (2 LOCATIONS) 38 REMOVE CHAIN LINK FENCE (ALT A)
39 REMOVE SIGNAL LOOP PULL BOX
40 F&I METAL FENCE PER DETAIL ON SHEET 3 (ALT A1 OR A2) 41 PAINT TOP & FACE OF CURB, RED
42 PAINT CHAIN LINK FENCE (TAN) (ALT B)
43 F&I PRE-FAB BREAKROOM BUILDING & EQUIPMENT PER DETAILS ON SHEETS 11 & A01-A07 44 F&I SHADE STRUCTURE (15'x20') PER DETAILS ON SHEET 3 45 F&I SHADE STRUCTURE (20'x40') PER DETAILS ON SHEET 3 46 F&I 1.5" PVC CONDUIT w/ CAT 5 DATA CABLE
47 F&I PTZ SECURITY CAMERA & MOUNTING BRACKETS, PANASONIC WV-S6530N 48 F&I 14' METAL GATE PER DETAIL ON SHEET 3 (ALT A1 OR A2) 49 F&I PALM TREE RING LIGHT PER DETAILS ON SHEET 10
50 F&I PULL BOX (PCC) PER SPPWC STD 513-3 (DATA)
51 PAINT "BUS ONLY" PAVEMENT MARKING & TYPE I ARROW (10') PER PLAN 52 PAINT SCOOTER PARKING AREA PER DETAIL ON SHEET 6
53 F&I 3/4" METER, METER BOX & 3/4" BACKFLOW PREVENTER PER COC STD'S W-6 & W-8, w/ COPPER PIPE FROM MAIN TO METER 54 6" CL II CMB, 2' BEYOND BUILDING FOOTPRINT
55 F&I 3" SCH 40 PVC CONDUIT (FRONTIER)
56 INSTALL FRONTIER FURNISHED 2'X3' HANDHOLE
SF

UNITS QUANTITY
--
195
1,667
185
1 223
505
2 13,490
6,751
245
2,292
1 3
475
142
3 3
6 780
1 55
18 6
210
2 232
194
95 1
400
EA 16
(1)
(1)
(1)

1. THE TOP 12" OF SUBGRADE SHALL BE COMPACTED TO 95% RELATIVE COMPACTION, WITH THE SUBGRADE BROUGHT TO JUST OVER OPTIMUM MOISTURE CONTENT DURING COMPACTION OPERATIONS.

2. THE CONCRETE STRUCTURAL SECTION FOR THE SITE PAVEMENT AREA SHALL BE AS FOLLOWS:

6.0" THICK 560-C-4500 CONCRETE W/ TYPE III FIBER MESH OVER

8.0" THICK CRUSHED MISC. BASE (CMB) CLASS II OVER

12.0" THICK COMPACTED SUBGRADE TO 95% RELATIVE COMPACTION

3. MAXIMUM JOINT SPACING IS 12 FEET, UNLESS OTHERWISE NOTED. LAYOUT JOINTS SHALL BE SQUARE. RECTANGULAR PANELS MAY BE ALLOWED AS LONG AS THE LONG DIMENSION IS NO MORE THAN 1.5 TIMES THE LENGTH OF THE SHORT DIMENSION.

4. WEAKENED PLANE JOINTS SHALL HAVE A DEPTH OF AT LEAST ONE-QUARTER ( 1 4) OF THE SLAB
THICKNESS (WITH A MINIMUM DEPTH OF 1.5"). EXPANSION JOINTS SHALL EXTEND THROUGH THE ENTIRE SLAB THICKNESS AND SHALL BE USED TO ISOLATE FIXED OBJECTS ABUTTING OR WITHIN THE CONCRETE AREA.

5. SAWED JOINTS SHALL BE COMPLETED AS SOON AS POSSIBLE WITHOUT RAVELING THE NEW CONCRETE.

6. ALL NEW CONCRETE ADJACENT TO EXISTING CONCRETE PAVEMENT, SHALL BE TIED TO THE

EXISTING CONCRETE WITH A
3 4" DOWEL BAR EMBEDDED A MINIMUM OF 12" INTO BOTH THE NEW AND EXISTING CONCRETE. DOWEL BARS SHALL BE SPACED AT 24" O.C., AND SHALL BE PLACED NO CLOSER THAN 12" FROM A WEAKENED PLANE JOINT.

CONCRETE PAVEMENT CONSTRUCTION NOTES
EA 3
EA 2
EA 6
EA 6
LF 32
LF 390
EA 1
LF 376
LF 391
LF 390
EA 1
EA 1
LF 520
EA 2
EA 4
EA 1
EA 5
EA 8
(6)
(2)
(3)
(4)
(5)
EA 1
EA 1
SF 694
EA 1
EA 1
LF 110
02/22/2023
02/22/2023

Item 20.

8.0' NOMINAL

6.0'
4" PICKET

SPACING
HSS 2X2X1
8"
HSS 3X3X1
8"
HSS 2X2X1
8"
HSS 3
4X
3 4 14 GA
METAL FENCE (RET BASIN) (ALT A1)
NOT TO SCALE 40 METAL GATE (RET BASIN) (ALT A1)NOT TO SCALE 48 METAL FENCE (RET BASIN) (ALT A2)
NOT TO SCALE 40
METAL GATE (RET BASIN) (ALT A2)
NOT TO SCALE 48

DG/ROCK

SURFACING

CIRCULAR POST FOOTING,
36" DEEP BY 12" WIDE,
FILLED W/ 3250 CONCRETE ,
POST EMBEDMENT 32"(TYP)

6.0'

8.0' NOMINAL

DOUBLE RING

ADORNMENT
PICKET 3/4" SQ
X 18 GA

FENCE & GATE SHALL BE MONTAGE
PLUS, CLASSIC WITH DOUBLE RING ADORNMENT OR APPROVED EQUAL.

FENCE SHALL FINISHED IN BLACK
POWDER COATING.

POST PER

MANUFACTURER

RECOMMENDATIONS
3 15
16" PICKET

SPACING
2" BOTTOM

SPACE, NOM

FENCE SHALL FINISHED IN
BLACK POWDER COATING.

CIRCULAR POST FOOTING,
36" DEEP BY 12" WIDE,
FILLED W/ 3250 CONCRETE ,
POST EMBEDMENT 32"(TYP)
RAIL 1
1 2
"
14' CLEAR

GATE SHALL BE MONTAGE PLUS,
CLASSIC WITH DOUBLE RING ADORNMENT OR APPROVED EQUAL.

FENCE SHALL FINISHED IN BLACK
POWDER COATING.

DOUBLE RING

ADORNMENT
PICKET 3/4" SQ
X 18 GA

POST PER

MANUFACTURER

RECOMMENDATIONS
WELDED

BOX HINGE

CIRCULAR POST FOOTING,
36" DEEP BY 12" WIDE,
FILLED W/ 3250 CONCRETE ,
POST EMBEDMENT 32"(TYP)
3 15
16" PICKET

SPACING

GATE LOCKING

MECHANISM
14' CLEAR
WELDED

BOX HINGE

CIRCULAR POST FOOTING,
36" DEEP BY 12" WIDE,
FILLED W/ 3250 CONCRETE ,
POST EMBEDMENT 32"(TYP)
4" PICKET

SPACING

GATE LOCKING

MECHANISM

6.0'

DG/ROCK

SURFACING
HSS 3X3X
1 8"
HSS 3
4X
3 4 14 GA
HSS 2X2X
1 8"
HSS 2X2X
1 8"
4" BOTTOM

SPACE, NOM
4" BOTTOM

SPACE, NOM

SIDE ELEVATION
13'-6"
11'-6"
12'-6"
15'-0"
6'-10"

FINISHED

SURFACE
15'-0"
20'-0"

FRONT ELEVATION
11'-6"
14'-0" FINISHED

SURFACE
4'-0" 32'-0" 4'-0"
40'-0"
20'-0"

FINISHED

SURFACE
12'-4"
4'-0" 32'-0" 4'-0"

SIDE ELEVATION
13'-9"
15'-0"
12'-4"
16'-4"
2'-6"
20'-0"
10'-0" FINISHED

SURFACE
3 NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMEMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.

THE PRIVATE ENGINEER SIGNING THESE PLAN IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.

OF _______SHEETS
SHEET NO.

CITY
FILE NO.

FOR: W.O.

CITY OF COACHELLA
11 SUNLINE TRANSIT AGENCY 77100149 BRADLEY DONAIS, R.C.E. 68828 DATE PREPARED UNDER THE DIRECT SUPERVISION OF:

CITY OF COACHELLA
APPROVED FOR CONSTRUCTION:

DATE: UNDERGROUND SERVICE ALERT
1-800-227-2600

YOU DIG

DAYS BEFORE

TWO WORKING

A PUBLIC SERVICE BY
DIAL
BEFORE

YOU DIG

TOLL FREE

REVISIONS BY DATE

ENGINEER CITY
APPR. DATE
BENCHMARK: BENCHMARK: CITY OF COACHELLA 1007 ELEVATION: 437.448 DATUM: NAVD88 + 500 FEET DESCRIPTION: 3 1/2" BRASS DISK SET IN TOP OF THE NORTHWEST CORNER OF A 1.5 FOOT HIGH PLANTER WALL AROUND THE "CITY OF COACHELLA" MONUMENT SIGN, LOCATED 25 FEET SOUTHEAST FROM THE BEGINNING OF THE SOUTH CURB RETURN AND 35 FEET SOUTH WEST OF SOUTHERLY CURB RETURN LOCATED AT THE INTERSECTION OF GRAPEFRUIT BLVD. (HIGHWAY 111) AND CESAR CHAVEZ (HARRISON STREET). BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, AS DETERMINED LOCALLY BY THE LINE BETWEEN CONTINUOUS OPERATING GPS BASE STATION STATIONS P491 AND PIN1, (EPOCH 2017.50) COORDINATES), AS COMPUTED AND PUBLISHED BY SCRIPPS ORBIT AND PERMANENT ARRAY CENTER (SOPAC) AND THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC), BEING: NORTH 78° 59' 35.49" WEST. ANDREW R. SIMMONS R.C.E. 72868 EXP. 06/30/2024

SUNLINE TRANSIT

COACHELLA TRANSIT HUB
V
C

C I S T A T E O F
I L

A L I F O R N I A
J
No. 68828

YELDARB

O F E R P D E R E T

S I G E R
S
IANOD .

R E E N I G N E

L A O N S S I
8413 E BASELINE RD
SUITE 106
MESA, AZ 85209
480.757.0997

CONSTRUCTION DETAILS

PERSPECTIVE VIEW PLAN VIEW FRONT VIEW

SIDE VIEW

PERSPECTIVE VIEW PLAN VIEW FRONT VIEW

SIDE VIEW
45 15'x20' SHADE STRUCTURE

NOT TO SCALE
45 20'x40' SHADE STRUCTURE

NOT TO SCALE
CONDITIONS OF APPROVAL RESOLUTION PC2022-11:

1. Architectural Review 21-13 shall be valid for 12 months from the effective date of said Planning Commission approvals unless the applicant requests an extension of time and granted by the Planning Commission. The conditional use permit shall expire and shall become void one year following the date on which the conditional use became effective, unless prior to the expiration of one year a building permit is issued and construction is commenced and diligently pursued toward completion, or a certificate of occupancy is issued.

2. The applicant shall defend, indemnify and hold harmless the City of Coachella, its officials, officers, employees, and agents from and against any claim, action, or proceeding against the City, its officials, officers, employees or agents to attack, set aside, void or annul any project approval or condition of approval of the city concerning this project, including but not limited to any approval or condition of approval or mitigation measure imposed by the City Council or Planning Commission. The City shall promptly notify the applicant of any claim, action, or proceeding concerning the project and the City shall cooperate fully in the defense of the matter.

The City reserves the right, at its own option, to choose its own attorney to represent the City, its officials, officers, employees and agents in the defense of the City Attorney, within five days of the effective date of this approval.

3. Within five business days of project approval, the applicant shall submit to the Planning Division a check made payable to the County of Riverside in the amount of $50 for filing the CEQA Notice.

4. All plans, as shown, are considered “conceptual,” subject to revisions as called out by the conditions of this resolution. The plans shall not be stamp-approved until all conditions requesting revisions have been satisfied during the building plan check process. Any substantial changes to the plans, including changes shown on future building permit plans deemed by Staff to not be within substantial conformance with this approval, will require an amendment to the approval of the conditional use permit or architectural review.

5. All plan submittals are the responsibility of the developer; this includes plan submittals to the City of Coachella, the Riverside County Fire Department or to other agencies for whom plan review and approval is required.

6. The working drawings shall include within the first four pages a list of all conditions of approval included in this resolution.

Architectural Design

7. The applicant shall include project architectural design modifications prior to building permit submittal that include:
a. Ensuring sufficient window and door recesses on breakroom building. b. Add stucco pattern that encapsulate the tile at the roof gables to create attractive shadow patterns to the breakroom building. c. Incorporate date palm tree with the landscape design and substitute trees and plants with the types recommended in the Pueblo Viejo design guidelines.
d. Remove existing retention basin chain link fence and replace with decorative wrought iron fencing. e. Utilize decorative window grilles and incorporate light green window color. f. Add decorative lighting to the breakroom building.

8. Utilize two-piece clay tile roofing with booster tiles on the edges and random mortar packing. The mortar shall packed on 100 percent of the tiles in the first two rows of tiles and along any rake and ridgeline, and packed on 25 percent of the tiles on the remaining field. Mortar packing shall serve as a bird stop at roof edges. The volume of mortar pack to achieve the appropriate thickness shall be equivalent to a 6 inch diameter sphere of mortar applied to reach tile.

9. Stucco walls shall consist of 'steel, hand trowel', smooth Mission finish and slight undulations (applied during brown coat) and bull-nose corners and edges.

10. Any proposed trash enclosures installed for the project shall be compatible architecturally with the building. The enclosure shall be constructed to Burrtec Waste Management Standards and an open trellis shall be incorporated on all three proposed trash enclosures.

Public Realm/Streetscape

11. Setback the sidewalk along Cesar Chavez Street along landscape areas to create a landscape parkway to separate pedestrian traffic from street and allow for shade from afternoon sun and reduce heat island effect. Alternatively, place tree grates in proposed sidewalk area consistent with Pueblo Viejo Design Guidelines (page 4-180) that reduce heat island effect and provide shade from afternoon sun.

12. Widen 6-foot sidewalk areas to 8 feet to enhance pedestrian access.

Landscaping

13. Final landscaping and irrigation plans shall be submitted to the Development Services Department for review and approval. Said plans shall conform to the landscaping plan submitted as part of the subject Architectural Review, and as conditioned herein.

Landscape lighting shall be incorporated. All landscape materials shall be identified on a legend and identified graphically on a landscape plan including planting counts, tree caliper, and planted tree heights.

14. Add trees and plants at the retention basin between fencing and curb.

15. Decomposed granite for landscape areas shall be a minimum of ¾ inch.

16. Landscaping and irrigation shall be provided in accordance with Section 17.54.010(J) of the Municipal Code and in accordance with the State Model Water Efficient Landscape Ordinance (AB 1881). Water budget calculations, including the Maximum Applied Water Allowance (MAWA) and Estimated Total Water Use (ETWU) shall be provided as part of the landscaping and irrigation plan.

17. Combination of date palms and shade trees shall be incorporated into the landscape design which shall include Hong Kong Orchid or Chinese Elm trees, which are eligible trees in the Pueblo Viejo design guidelines. Plants shall be substituted with the succulents, shrubs, and perennials recommended in the Pueblo Viejo design guidelines.

18. The applicant shall submit, and must obtain approval from the Development Services Director, a letter from a registered landscape architect confirming that landscaping and irrigation have been installed in accordance with the approved plans prior to issuance of a certificate of occupancy. Any damaged, dead or decayed landscaping landscape areas within the remainder of the commercial center shall be replaced per approved landscape plans upon landscape inspection by the Development Services Department and prior to issuance of a certificate of occupancy/project completion.

SHADE STRUCTURE NOTES

FOOTINGS FOR THE SHADE STRUCTURES AND FULL REBAR CAGES SHALL BE DRILLED, SET AND POURED AS PER MANUFACTURER'S SPECIFICATIONS. THE SMALLER STRUCTURE SHALL HAVE 2 FOOTINGS WITH A MINMUM 30" DIAMETER, 5' DEEP WITH A REBADE CAGE PER THE FINAL ENGINEERING DRAWINGS. THE LARGER STRUCTURES SHALL HAVE 2 FOOTINGS EACH WITH A MINMUM 36" DIAMETER, 5' DEEP WITH A REBADE CAGE PER THE FINAL ENGINEERING DRAWINGS.

DRAWINGS PROVIDED ARE A PICTORIAL REPRESENTATION OF FABRIC AND STEEL ONLY. NONE OF THE REQUIRED ATTACHMENTS NOR CONNECTION DETAILS HAVE BEEN DEPICTED. ALL DIMENSIONS AND HEIGHTS MUST BE FIELD VERIFIED PRIOR TO ANY FINAL DESIGN, FABRICATION OR INSTALLATION WORK.

CONTRACTOR TO PROVIDE FINAL ENGINEERING DRAWINGS FOR THE NOTED SHADE

STRUCTURES IN ACCORDANCE WITH THE DETAILS HEREON AND THE SPECIFICATIONS.

FOR PRODUCT INFORMATION ON MANUFACTURING AND INSTALLATION CONTACT USA SHADE AND FABRIC STRUCTURES, ASHLEY DONDE @ 760.250.7824, 800.966.5005 OR [email protected]. USA SHADE STRUCTURE DRAWING NUMBER CON-JAN-079-22, PAGES 1002 (SMALL) & 1003 (LARGE).

DUE TO THE CUSTOM NATURE OF THE SHADE STRUCTURES, NO ALTERNATES OR SUBSTITUTIONS WILL BE PERMITTED.
01/13/2023
01/13/23

Item 20.

MARIO LAZCANO
AHEAD
SIGNAL
MH
(SCRIBED "G" IN CURB)
G
4TH STREET

CESAR CHAVEZ
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
20 21
22 23
24 25
56 57 58 59
100 101
BEGIN REM.
56+15.00
END REM.
58+10.00
BEGIN REM.
100+75.70
END REM.
100+96.30
2 1 C&G 2
3 WALK 1
1 C&G
1 BIKE LANE

STRIPING
1 BIKE LANE

STRIPING
1 C&G
C&G 1
1 CONC DWY

APPROACH
1 CHAIN LINK

FENCING (TYP)
OR

REMOVE (ALT A)
1 CB

AREA RETENTION
BASIN
℄
℄
℄
℄
℄
℄ ℄ ℄
1 C&G
1 CONC DWY

APPROACH
1 CURB
CURB 1
WALK 1
C&G 1
1 IID
ELECT.

STUB
1 WALK
SIGNAL 1
FO PB
SIGNAL
FO PB
1 5
4 4
1 1
1 1
12" DOM.

WATER
1 C&G
1 X-GUTTER
6"SEWER 1
2 2
3 3
4 1
6 39
BEGIN REM.
55+76.50 3
END REM.
58+65.00 3 3
38 CHAIN LINK

FENCING (TYP)
OR
38 REMOVE (ALT A)
TREE 1
(TYP)
TREE 1
(TYP)
RIPRAP 1
1 MONITORING WELL COVER
SEWER 1
MH
TREE 1
(TYP)
1 MONITORING

WELL COVER
1 MONITORING

WELL COVER
1 39
1 DW VALVE
COVER x2
WALK 1
1 WATER
METER
1 LIGHT
PED RAMP 1 HYDRANT

SIGNAL POLE

SIGNAL POLE

MONITORING

WELL COVER
32'
33'
25'
30'
54 54
NEW
EX.
1 COMM.

VAULT &
PED
4 NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMEMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.

THE PRIVATE ENGINEER SIGNING THESE PLAN IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.

OF _______SHEETS
SHEET NO.

CITY
FILE NO.

FOR: W.O.

CITY OF COACHELLA
11 SUNLINE TRANSIT AGENCY 77100149 BRADLEY DONAIS, R.C.E. 68828 DATE PREPARED UNDER THE DIRECT SUPERVISION OF:

CITY OF COACHELLA
APPROVED FOR CONSTRUCTION:

DATE: UNDERGROUND SERVICE ALERT
1-800-227-2600

YOU DIG

DAYS BEFORE

TWO WORKING

A PUBLIC SERVICE BY
DIAL
BEFORE

YOU DIG

TOLL FREE

REVISIONS BY DATE

ENGINEER CITY
APPR. DATE
BENCHMARK: BENCHMARK: CITY OF COACHELLA 1007 ELEVATION: 437.448 DATUM: NAVD88 + 500 FEET DESCRIPTION: 3 1/2" BRASS DISK SET IN TOP OF THE NORTHWEST CORNER OF A 1.5 FOOT HIGH PLANTER WALL AROUND THE "CITY OF COACHELLA" MONUMENT SIGN, LOCATED 25 FEET SOUTHEAST FROM THE BEGINNING OF THE SOUTH CURB RETURN AND 35 FEET SOUTH WEST OF SOUTHERLY CURB RETURN LOCATED AT THE INTERSECTION OF GRAPEFRUIT BLVD. (HIGHWAY 111) AND CESAR CHAVEZ (HARRISON STREET). BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, AS DETERMINED LOCALLY BY THE LINE BETWEEN CONTINUOUS OPERATING GPS BASE STATION STATIONS P491 AND PIN1, (EPOCH 2017.50) COORDINATES), AS COMPUTED AND PUBLISHED BY SCRIPPS ORBIT AND PERMANENT ARRAY CENTER (SOPAC) AND THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC), BEING: NORTH 78° 59' 35.49" WEST. ANDREW R. SIMMONS R.C.E. 72868 EXP. 06/30/2024

SUNLINE TRANSIT

COACHELLA TRANSIT HUB
V
C

C I S T A T E O F
I L

A L I F O R N I A
J
No. 68828

YELDARB

O F E R P D E R E T

S I G E R
S
IANOD .

R E E N I G N E

L A O N S S I
8413 E BASELINE RD
SUITE 106
MESA, AZ 85209
480.757.0997
SITE REMOVALS & EX.

UTILITY PLAN
15 15 30 45
SCALE: 1"=15'
0 LEGEND
REMOVE CONCRETE 2 3 4

CONSTRUCTION NOTES
1 PROTECT IN PLACE
2 REMOVE CURB & GUTTER
3 REMOVE SIDEWALK
4 REMOVE DRIVEWAY, INCLUDING GUTTER PAN, & SIDEWALK
5 SALVAGE & REINSTALL STREET SIGN (2 POST)
6 RELOCATE FO SIGNAL INTERCONNECT CONDUIT, CABLE & PULL BOX 38 REMOVE CHAIN LINK FENCE (ALT A)
39 REMOVE SIGNAL LOOP PULL BOX
54 6" CL II CMB, 2' BEYOND BUILDING FOOTPRINT

SITE GRADING OPERATIONS

ALL SURFACE IMPROVEMENTS, DEBRIS OR VEGETATION INCLUDING GRASS,

TREES, AND WEEKS ON THE SITE AT THE TIME OF GRADING OPERATIONS SHALL BE REMOVED FROM THE CONSTRUCTION AREA. PLANT ROOT BALLS SHALL BE

COMPLETELY REMOVED AND ORGANIC STRIPPING SHALL BE HAULED FROM THE SITE AND SHALL NOT BE USED AS FILL MATERIAL.

THERE ARE SEVERAL GROUNDWATER MOTORING WELLS LOCATED THROUGHOUT THE

SITE AS PART OF AN ENVIRONMENTAL EVALUATION OF THE EXISTING GAS STATION TO THE NORTH OF THE PROJECT. CARE SHALL BE TAKEN AS TO NOT DISTURB THE WELLS DURING CONSTRUCTION.

PRIOR TO PLACEMENT OF ANY FILL MATERIAL, THE TOP 12" OF THE EXISTING

SURFACE SHALL BE REMOVED AND THE EXPOSED SURFACE SHALL BE SCARIFIED TO A DEPTH OF 8", UNIFORMLY MOISTURE CONDITIONED TO ~2% OVER OPTIMUM MOISTURE AND RECOMPACTED TO AT LEAST 90% MAXIMUM DENSITY. NATIVE SOILS MAY BE USED FOR MASS GRADING, PLACED IN 6" MAXIMUM LIFTS, UNIFORMLY MOISTURE CONDITIONED TO AT LEAST 2% OVER OPTIMUM MOISTURE AND RECOMPACTED TO AT LEST 95% MAX DENSITY.

BUILDING PAD, OVEREXCAVATION

THE EXISTING GROUND WITHIN THE PROPOSED BUILDING PAD AREAS SHALL BE REMOVED TO 48" BELOW ORIGINAL GRADE OR 24" BELOW THE LOWEST FOUNDATION GRADE, WHICHEVER IS DEEPER, EXTENDING 5 FEET BEYOND ALL EXTERIOR WALLS INCLUDING ADJACENT CONCRETE. EXPOSED SUBGRADE SHALL BE SCARIFIED TO A DEPTH 8", UNIFORMLY MOISTURE CONDITIONED TO ~2% OVER OPTIMUM MOISTURE AND RECOMPACTED TO AT LEAST 95% MAXIMUM DENSITY.

DRIVE AISLE & BUS TURNOUT

IN ALL VEHICLE DRIVE AREAS INCLUDING THE BUS TURNOUT, THE GROUND SURFACE SHALL BE OVER EXCAVATED TO A DEPTH OF 12", UNIFORMLY MOISTURE CONDITIONED TO ~2% OVER OPTIMUM MOISTURE AND RECOMPACTED TO AT LEAST 95% MAXIMUM DENSITY.

SIDEWALK & HARDSCAPE AREAS

IN AREAS OTHER THAN THE BUILDING PAD WHICH ARE TO RECEIVE CONCRETE SLABS, THE GROUND SURFACE SHALL BE OVER EXCAVATED TO A DEPTH OF 12", UNIFORMLY MOISTURE CONDITIONED TO ~2% OVER OPTIMUM MOISTURE AND RECOMPACTED TO AT LEAST 90% MAXIMUM DENSITY.

UTILITY TRENCH BACKFILL

ONSITE SOIL FREE OF DEBRIS, VEGETATION AND OTHER DELETERIOUS MATTER MAY BE SUITABLE FOR USE AS UTILITY TRENCH BACKFILL. BACKFILL FOR ALL TRENCH CONDITIONS SHALL BE PLACED IN LAYERS NOT MORE THAN 6", UNIFORMLY MOISTURE CONDITIONED TO ~2% OVER OPTIMUM MOISTURE AND MECHANICALLY COMPACTED TO AT LEAST 90% MAXIMUM DENSITY EXCEPT FOR THE TOP 12" OF THE TRENCH, WHICH SHALL BE COMPACTED TO AT LEAST 95%.

A COPY OF THE GEOTECHNICAL REPORT CAN BE FOUND WITH THE BID DOCUEMNTS.

SITE GRADING NOTES:

BUILDING PAD OVEREXCAVATION
FOR THE PULLBOX RELOCATION AT ~57+00, PULLBOX SHALL

BE RELOCATED TO BEHIND THE PROPOSED BUS TURNOUT
CURB. CONTRATOR SHALL EXPOSE THE FIBER OPTIC (FO)

CONDUIT AND CABLE BETWEEN THE TWO PULLBOXES NORTH
(~58+25) AND SOUTH (~56+00) OF THE RELCOATED
PULLBOX AND ADJUST CONDUIT RUN ACCORDINGLY. ALL
PULLBOXES HAVE SPOOLED CABLE. ANY EXPOSED CABLE
SHALL BE PLACED WITHIN A SPLIT 3" CONDUIT.

FO PB RELOCATION
01/13/2023
01/13/23

Item 20.

AHEAD
SIGNAL
(SCRIBED "G" IN CURB)

MARIO LAZCANO
G
4TH STREET

CESAR CHAVEZ
20 21
22 23
24 25
56 57 58 59
100 101
1 C&G
WALK 1
1 C&G
1 BIKE LANE

STRIPING
1 C&G
C&G 1
1 CB
℄
℄
℄
℄
℄
℄ ℄ ℄
1 C&G
1 CURB
C&G 1
1 IID ELECT.

CONDUIT STUBS
1 WALK
1 1
9 1
1 HYDRANT
1 1 C&G
8" SAN. 1
SEWER
P
P
P
P
P
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
JOIN EX.
56+15.00
(438.01)TC (437.36)FL
JOIN EX.
58+10.00
(437.69)TC
(437.02)FL
56+15.00 EC
438.35 TC
56+38.80 PRC
438.19 TC
57+62.50 BC
437.27 FL
57+62.50 BC
438.18 TC
57+86.20 PRC
438.04 TC
57+86.20 PRC
437.14 FL
57+14.90 HP
438.39 TC 437.72 FS
57+14.90 HP
437.48 FL
57+23.58
438.25 FS W=8'10
13 13
438.52 FS
437.80 FS
JOIN EX.
100+75.69
(437.11)TC
JOIN EX.
100+96.39
(437.16)TC
9 10
10 10
12 JOIN EX. 21+38.74
(437.46)TC (436.96)FS
8 W=5'10
8 10
40 40
12" SCORED

BAND (TYP)
43 SUNLINE BREAKROOM
438.04 FF
437.54 PAD
JOIN EX.
24+86.77
(436.62)TC
(436.12)FS
JOIN EX.
24+44.11
(436.79)TC
(436.29)FS
1 1 CURB
1 CONC DWY

APPROACH
1 CONC DWY

APPROACH

0.44%

0.44%

0.12%
10 W=8'
10 10 A=16.5'x26'
W=4'10
10 W=6'
15 x3 @
6'OC
7 7
7 BC HP GB
437.02 TC 436.52 FL

0.82%
EC
436.70 TC
436.20 FL
LP
436.63 TC
436.13 FL

0.35%

1.00%

0.90%
HP GB
437.98 TC
437.48 FS
GB
437.82 TC

0.45% 437.32 FS

1.10%
437.34 TC
436.84 FS

1.3%

1.45%
437.34 TC
436.84 FS

1.64%

0.75%
GB437.36 TC
437.36 FS
437.15 TC
436.65 FS
437.16 TC
437.16 FS

1.5%

0.9%
8 8
8 8
8 2%
2%
2%
2%
438.44 FS
438.50 FS
GB
HP BC
438.43 TC
437.93 FS

0.7%
438.31 FS
GB
GB
438.24 TC
437.74 FS

0.44%
ECR,GB
437.12 TC
436.62 FS

1.00%
438.12 FS
GB
GB EC
437.97 TC
437.47 FS
BC
437.41 TC
436.91 FS
BC
437.92 TC
437.42 FS
438.26 FS
437.86 FS
438.03 FS

1.5%
437.67 TC
437.17 FS
W=12'
2%
1%
25+09.14 BCR
(436.25)TC
(435.75)FL
24+22.71 ECR
(436.74)TC
(436.24)FL
(436.08)FL
(435.91)FL

1.0%

1.7%
BEG 25'VC,BCR
436.83 TC
436.33 FL

END SPANDREL
436.92 TC
436.42 FL
END 25'VC
436.85 TC
436.35 FL
HP VC
436.89 TC
436.39 FL

0.77%

0.4%

0.9%
EC, GB 437.48 TC
436.98 FS
21+56.84 BCR
437.44 TC 436.94 FS

1.82%

2.0%
BC GB 437.63 TC
437.63 FS

0.5%
(436.08)FL
20+94.66 ECR
(437.82)TC (437.32)FL
22+29.92 BCR
(436.45)TC (435.95)FL
10 9
9 9
8 437.19 TC
436.69 FS
16 17
16 18
18 18
18 8
11 10
11 EC
437.48 TC
436.98 FS
1%
PRC 437.97 TC
437.47 FS
W=8'
EC438.02 TC
437.52 FS
437.88 FS
437.94 FS
BC437.86 TC
437.36 FS PRC 437.67 TC
437.17 FS

2.6%
1 SIGNAL POLE

SIGNAL POLE
9 JOIN EX.
22+17.82
(436.73)TC (436.23)FS
(ALT A1
or A2)
W=5.5'
1 PED RAMP
BC
436.89 TC
436.39 FL
23 W=4'10
6'X8' 10
437.96 FS
437.86 FS
437.96 FS
437.86 FS
437.74 FS
437.74 FS
437.86 FS
VAR 10
437.90 FS

2.0%
2%
EC438.28 TC
437.78 FS

6.5'
W=6'10
10 W=6'
2%
JOIN EX.
55+77.50 10
438.09 FS
45 45
44 0.43%

1.8%
437.32 FS
437.66 TC
437.16 FS
437.80 TC
437.30 FS
2%
2%
2%
2%
JOIN EX.
58+71.20
10 1%
437.78 FS
438.06 FS
17'
SWR MH 1
438.22 FS
2%

1.1%

0.4%
438.30 FS
437.41 TC
437.41 FS

2.0%

2.8%
8%
(ALT A1
or A2)
TREE 1
(TYP)
TREE 1
(TYP)
RIPRAP 1
TREE 1
(TYP)
1 MONITORING WELL COVER
1 MONITORING

WELL COVER
14 48
W=14'
(ALT A1
or A2)
PED
RAMP
1 WATER
METER
FUTURE

RESTROOM

BY OTHERS

SEE LANDSCAPE

PLANS FOR

GROUNDCOVER

DETAILS

SEE LANDSCAPE

PLANS FOR

GROUNDCOVER

DETAILS
10 W=6'
W=6'10
6 W=10'
12'
5'
5'
54 SIGNAL
FO PB
SIGNAL
FO PB
1 12" DOM.

WATER

DOM WATER
VALVES

SEE LANDSCAPE

PLANS FOR

GROUNDCOVER

DETAILS

SEE LANDSCAPE

PLANS FOR

GROUNDCOVER

DETAILS
56+38.80 PRC
437.40 FL
56+15.00 EC
437.44 FL
438.37 FS
1 COMM.VAULT
& PED
5 NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMEMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.

THE PRIVATE ENGINEER SIGNING THESE PLAN IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.

OF _______SHEETS
SHEET NO.

CITY
FILE NO.

FOR: W.O.

CITY OF COACHELLA
11 SUNLINE TRANSIT AGENCY 77100149 BRADLEY DONAIS, R.C.E. 68828 DATE PREPARED UNDER THE DIRECT SUPERVISION OF:

CITY OF COACHELLA
APPROVED FOR CONSTRUCTION:

DATE: UNDERGROUND SERVICE ALERT
1-800-227-2600

YOU DIG

DAYS BEFORE

TWO WORKING

A PUBLIC SERVICE BY
DIAL
BEFORE

YOU DIG

TOLL FREE

REVISIONS BY DATE

ENGINEER CITY
APPR. DATE
BENCHMARK: BENCHMARK: CITY OF COACHELLA 1007 ELEVATION: 437.448 DATUM: NAVD88 + 500 FEET DESCRIPTION: 3 1/2" BRASS DISK SET IN TOP OF THE NORTHWEST CORNER OF A 1.5 FOOT HIGH PLANTER WALL AROUND THE "CITY OF COACHELLA" MONUMENT SIGN, LOCATED 25 FEET SOUTHEAST FROM THE BEGINNING OF THE SOUTH CURB RETURN AND 35 FEET SOUTH WEST OF SOUTHERLY CURB RETURN LOCATED AT THE INTERSECTION OF GRAPEFRUIT BLVD. (HIGHWAY 111) AND CESAR CHAVEZ (HARRISON STREET). BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, AS DETERMINED LOCALLY BY THE LINE BETWEEN CONTINUOUS OPERATING GPS BASE STATION STATIONS P491 AND PIN1, (EPOCH 2017.50) COORDINATES), AS COMPUTED AND PUBLISHED BY SCRIPPS ORBIT AND PERMANENT ARRAY CENTER (SOPAC) AND THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC), BEING: NORTH 78° 59' 35.49" WEST. ANDREW R. SIMMONS R.C.E. 72868 EXP. 06/30/2024

SUNLINE TRANSIT

COACHELLA TRANSIT HUB
V
C

C I S T A T E O F
I L

A L I F O R N I A
J
No. 68828

YELDARB

O F E R P D E R E T

S I G E R
S
IANOD .

R E E N I G N E

L A O N S S I
8413 E BASELINE RD
SUITE 106
MESA, AZ 85209
480.757.0997

PRECISE GRADING
15 15 30 45
SCALE: 1"=15'
0 LEGEND
10 7
12 CONCRETE WALK

CONCRETE CONST

MASONRY PAVERS
11 SEE SHEET 6 FOR LINE / CURVE INFORMATION ON CURB
AND CURB/GUTTER.

LINE / CURVE DATA TABLE
RIP RAP 17

CONSTRUCTION NOTES
1 PROTECT IN PLACE
6 RELOCATE FO SIGNAL INTERCONNECT CONDUIT, CABLE & PULL BOX 7 CONST. 6" CONC. w/ FIBER MESH OVER 8" CMB
8 CONST. 6" TYPE D CURB OVER 6" AB PER COC STD S-10
9 CONST. 6" C&G OVER 6" AB PER COC STD S-7
10 CONST. SIDEWALK (WIDTH PER PLAN) OVER 2" SAND & PLASTIC PER COC STD S25.1
11 CONST. CURB RAMP CASE 1 TYPE 2 PER SPPWC STD 111-5
12 CONST. CROSSWALK w/ TRAFFIC RATED INTERLOCKING PAVERS (ANGELUS TUSCAN TUMBLED) PER DETAIL ON SHEET 2
13 CONST. BUS TURNOUT PER RCTD STD 814
14 F&I BIKE REPAIR STAND & PUMP, BLACK
15 F&I METAL BOLLARD PER DETAIL ON SHEET 2
16 CONST. CONC. CURB OPENING w/ SPILLWAY PER DETAIL ON SHEET 2 17 RIPRAP CLASS III PER DETAIL ON SHEET 2
18 CONST. PARTIAL CONC. SPANDREL PER DETAIL ON SHEET 2
23 F&I IID SECONDARY PULL BOX
40 F&I METAL FENCE PER DETAIL ON SHEET 3 (ALT A1 OR A2) 43 F&I PRE-FAB BREAKROOM BUILDING & EQUIPMENT PER DETAILS ON SHEETS 11 & A01-A07
44 F&I SHADE STRUCTURE (15'x20') PER DETAILS ON SHEET 3 45 F&I SHADE STRUCTURE (20'x40') PER DETAILS ON SHEET 3 48 F&I 14' METAL GATE PER DETAIL ON SHEET 3 (ALT A1 OR A2) 54 6" CL II CMB, 2' BEYOND BUILDING FOOTPRINT

GRADE BREAK

FOR ALL NEW CONCRETE ADJACENT TO EXISTING CONCRETE
PAVEMENT, THE CONTRACTOR SHALL INSTALL A 3/4" DOWEL
BAR EMBEDDED A MINIMUM OF 12" INTO BOTH THE NEW AND
EXISTING CONCRETE. DOWEL BARS SHALL BE SPACED AT 24"
O.C., AND SHALL BE PLACED NO CLOSER THAN 12" FROM A
WEAKENED PLANE JOINT.

CONCRETE DOWEL NOTE
BUILDING FOOTPRINT SHALL BE OVEREXCAVTED TO A DEPTH OF 48" BELOW EXISTING GRADE, EXTENDING 5 FEET BEYOND THE EXTERIOR WALL. OVEREXCAVTED AREA SHALL BE UNIFORMLY MOISUTRE CONDITIONED TO AT LEAST 2% OVER OPTIMUM MOISTURE CONTENT, AND RECOMPACTED TO A MINIMUM 90% OF THE MAIXMUM DENSITY.

BREAKROOM BUILDING SHALL BE SET ON A MINIMUM OF 6" OF CLASS II CMB, COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY.

BUILDING FOUNDATION PREP
01/13/2023
01/13/23

Item 20.

AHEAD
SIGNAL
(SCRIBED "G" IN CURB)

MARIO LAZCANO
G
4TH STREET

CESAR CHAVEZ
20 21
22 23
24 25
56 57 58 59
100 101
℄
℄
℄
℄
℄ ℄ ℄
1 2
3 4
5 6
7 8
9 10
11 12
13 14 15
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 31 34
33 32
El
El
El
El
El
P
P
P
P
P
El
U U U El U U U
El
El
El
El
El
20 21
21 21
20 20
21 21
19 19
27 26
R1-1 26 R5-1
19 20
15 26 SP-1
26 SP-1
35 35
35 35
35 35
41 RC
RC 41
41 RC
41 RC
41 RC
RC 41 41 RC
RC 41
51 27
27 L=55'
26 SP-2
SP-2 26
5 R1-1
R5-1
FUTURE

RESTROOM

BY OTHERS

SUNLINE BREAKROOM

BUILDING
52 LINE / CURVE DATA

NO BEARING/DELTA RADIUS LENGTH
1 Δ=28°23'29" 50.00' 24.78'
2 Δ=28°21'18" 50.00' 24.74'
3 N00°13'00"E -- 100.00'
4 Δ=28°17'47" 50.00' 24.69'
5 Δ=28°20'14" 49.95' 24.71'
6 N88°14'57"W -- 20.70'
7 Δ=42°22'25" 40.00' 29.58'
8 Δ=57°58'18" 10.00' 10.12'
9 Δ=52°40'09" 10.00' 9.19'
10 N35°08'29"W -- 42.68'
11 Δ=60°09'19" 10.00' 10.50'
12 Δ=54°12'10" 10.00' 9.46'
13 N29°11'20"W -- 21.20'
14 Δ=29°24'20" 40.00' 20.53'
15 N00°13'00"E -- 68.77'
16 Δ=53°39'58" 5.00' 4.68'
17 N53°52'58"E -- 50.73'
18 Δ=22°03'10" 20.00' 7.70'
19 N75°56'08"E -- 24.52'
20 N75°56'08"E -- 8.04'
21 Δ=63°53'39" 30.00' 33.45'
22 Δ=36°57'37" 25.00' 16.13'
23 N53°51'06"E -- 20.15'
24 Δ=53°39'02" 62.00' 58.06'
25 N00°12'04"E -- 91.31'
26 Δ=96°15'16" 27.00' 45.36'
27 Δ=137°20'38" 2.00' 4.79'
28 Δ=34°22'53" 35.00' 21.00'
29 N00°13'00"E -- 55.47'
30 Δ=47°45'11" 40.00' 33.34'
31 Δ=140°31'18" 2.00' 4.91'
32 N08°29'29"E -- 44.05'
33 N21°35'12"W -- 16.16'
34 N08°29'29"E -- 44.10'

BUS TURNOUT CURB

BUS TURNOUT CURB

DESCRIPTION

BUS TURNOUT CURB

BUS TURNOUT CURB

BUS TURNOUT CURB
6" C&G
6" CURB
6" CURB
6" CURB
6" CURB
6" CURB
6" CURB
6" C&G
6" CURB SPANDREL
6" CURB SPANDREL
6" C&G
6" C&G
6" C&G
6" C&G
6" CURB
6" CURB
6" CURB
6" CURB
6" CURB
6" CURB
6" CURB
6" CURB
6" CURB
6" CURB
6" CURB
6" CURB
6" CURB
6" CURB
6" CURB
6 NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMEMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.

THE PRIVATE ENGINEER SIGNING THESE PLAN IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.

OF _______SHEETS
SHEET NO.

CITY
FILE NO.

FOR: W.O.

CITY OF COACHELLA
11 SUNLINE TRANSIT AGENCY 77100149 BRADLEY DONAIS, R.C.E. 68828 DATE PREPARED UNDER THE DIRECT SUPERVISION OF:

CITY OF COACHELLA
APPROVED FOR CONSTRUCTION:

DATE: UNDERGROUND SERVICE ALERT
1-800-227-2600

YOU DIG

DAYS BEFORE

TWO WORKING

A PUBLIC SERVICE BY
DIAL
BEFORE

YOU DIG

TOLL FREE

REVISIONS BY DATE

ENGINEER CITY
APPR. DATE
BENCHMARK: BENCHMARK: CITY OF COACHELLA 1007 ELEVATION: 437.448 DATUM: NAVD88 + 500 FEET DESCRIPTION: 3 1/2" BRASS DISK SET IN TOP OF THE NORTHWEST CORNER OF A 1.5 FOOT HIGH PLANTER WALL AROUND THE "CITY OF COACHELLA" MONUMENT SIGN, LOCATED 25 FEET SOUTHEAST FROM THE BEGINNING OF THE SOUTH CURB RETURN AND 35 FEET SOUTH WEST OF SOUTHERLY CURB RETURN LOCATED AT THE INTERSECTION OF GRAPEFRUIT BLVD. (HIGHWAY 111) AND CESAR CHAVEZ (HARRISON STREET). BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, AS DETERMINED LOCALLY BY THE LINE BETWEEN CONTINUOUS OPERATING GPS BASE STATION STATIONS P491 AND PIN1, (EPOCH 2017.50) COORDINATES), AS COMPUTED AND PUBLISHED BY SCRIPPS ORBIT AND PERMANENT ARRAY CENTER (SOPAC) AND THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC), BEING: NORTH 78° 59' 35.49" WEST. ANDREW R. SIMMONS R.C.E. 72868 EXP. 06/30/2024

SUNLINE TRANSIT

COACHELLA TRANSIT HUB
V
C

C I S T A T E O F
I L

A L I F O R N I A
J
No. 68828

YELDARB

O F E R P D E R E T

S I G E R
S
IANOD .

R E E N I G N E

L A O N S S I
8413 E BASELINE RD
SUITE 106
MESA, AZ 85209
480.757.0997

HORIZONTAL CONTROL,

SIGNING & STRIPING
15 15 30 45
SCALE: 1"=15'
0 SEE SHEET 7, PRIVATE UTILITY, FOR DETAILS
ON SITE LIGHTING.

SITE LIGHTING NOTE

SIGN LEGEND
30"x30"
R1-1
STOP
30"x30"
R5-1
DO NOT
ENTER

CONSTRUCTION NOTES
5 SALVAGE & REINSTALL STREET SIGN (2 POST)
15 F&I METAL BOLLARD PER DETAIL ON SHEET 2
19 F&I PARKING LOT LIGHT, POST TYPE PER DETAIL ON SHEET 10 20 F&I PARKING LOT LIGHT, SINGLE HEAD MAST, PER DETAIL ON SHEET 10 21 F&I PARKING LOT LIGHT, DUAL HEAD MAST, PER DETAIL ON SHEET 10 26 F&I POST & SIGN(S)
27 PAINT LONG STOP BAR & 2-"STOP" PAVEMENT MARKINGS PER PLAN 35 F&I POST AND INSTALL SUNLINE FURNISHED SIGN
41 PAINT TOP & FACE OF CURB, RED
51 PAINT "BUS ONLY" PAVEMENT MARKING & TYPE I ARROW (10') PER PLAN 52 PAINT SCOOTER PARKING AREA PER DETAIL ON SHEET 6
SP-1

SUNLINE

VEHICLE

PARKING
18"x24"
ONLY

PAINT TOP & FACE OF CURB, RED
SIGNING/STRIPING LEGEND & NOTES:

PROPOSED SIGN (ONE POST)

EXISTING SIGN (ONE POST)
RC 41

RELCOATED SIGN (TWO POSTS)
SP-2
24"x30"
DO NOT
ENTER
BUSES
ONLY

RED LETTERING &

BORDER ON WHITE

BACKGROUND

CUSTOM SIGN LEGEND

UPPER, WHITE LETTERING ON

RED BACKGROUND

LOWER, BLACK LETTERING &

BORDER ON WHITE BACKGROUND

E-SCOOTER PARKING DETAIL
3'
5'
4" WHITE LINE
(PAINT)

WHITE CIRCLE
(DIA = 1.5')
& "P"(PAINT)

WHITE SCOOTER

SYMBOL (PAINT)
HT=2'
52 NOT TO SCALE
01/13/2023
01/13/23

Item 20.

SIGNALSIGNAL

AHEAD AHEAD
(SCRIBED "G" IN CURB)

MARIO LAZCANO
G
4TH STREET

CESAR CHAVEZ
20 21
22 23
24 25
56 57 58 59
100 101
℄
℄
℄
℄
℄ ℄ ℄
W
W
W
W
W
W
W
W
'SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
Ef
D
El
D
D
D
D
D
D
D
El
El
El
Ef Ef
El
P
P
P
P
P
El
U U U El U U U
Ef
El
El
El
El
El
1 IID ELECT.
6"CONDUIT &

FRONTIER

CONDUIT
23 JOIN 1-6"

CONDUIT
X1 24
25 BREAKROOM
438.04 FF
20 21
21 20
20 21
21 19
19 CO 6' FROM BLDG
437.90 FS
28 30
30 INSTALL 6"x4" WYE
(431.26) INV 6"
INSTALL 22.5° BEND

ROTATED
431.83 INV
SLOPE 2.0% TO BLDG
31 46
31 22 19
32 46
22 22
22 22
22 20
1 SWR MH
28 28
22 32
X2 34
C
34 33
33 33
47 31
31 1
2 3
4 5
37 37
22 46
x1
46 32
46 46
10'
22'
22 22
50 46
C
34 C
C
C
C
C
6 49
49 49
49 49
32 47
50 50
50 50
32 50
32 36 36 36 36 36 36
32 32
32 32 31
31 46
32 21
32 32
32 32
1 WATER
METER
FUTURE

RESTROOM

BY OTHERS
53 C-3 C-3 C-3 C-3 C-3 C-3
C-1
C-2
C-4
C-4
C-4
C-4
C-4
C-1
C-1
C-1
C-1
C-2
C-2
C-2
C-2
C-1
C-2

2.0%
1 3
3 22
22 22 4
4 4
4 22
4 22
3 4
3 4
46 22 4 22 4
22 4
3 2 22
2 2
2 29
28 INSTALL 4" WYE
435.90 INV
SLOPE 2.0% TO BLDG
29 22 4
22 4 22 4
6 X2 55
56 JOIN EX.

CONDUIT
C
C
C
33 INSIDE
BLDG
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W

WATER / SEWER DATA

NO BEARING/DELTA RADIUS LENGTH NOTE
1 N08°51'08"E -- 0.48' 6" PVC SEWER
2 N01°23'29"W -- 203.48 6" PVC SEWER
3 N35°08'29"W -- 6.78' 6" PVC SEWER
4 N36°07'02"W -- 6.20' 3/4" DW SERVICE
5 N02°32'02"W -- 226.00' 3/4" DW SERVICE
6 N35°08'29"W -- 3.81' 3/4" DW SERVICE
7 NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMEMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.

THE PRIVATE ENGINEER SIGNING THESE PLAN IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.

OF _______SHEETS
SHEET NO.

CITY
FILE NO.

FOR: W.O.

CITY OF COACHELLA
11 SUNLINE TRANSIT AGENCY 77100149 BRADLEY DONAIS, R.C.E. 68828 DATE PREPARED UNDER THE DIRECT SUPERVISION OF:

CITY OF COACHELLA
APPROVED FOR CONSTRUCTION:

DATE: UNDERGROUND SERVICE ALERT
1-800-227-2600

YOU DIG

DAYS BEFORE

TWO WORKING

A PUBLIC SERVICE BY
DIAL
BEFORE

YOU DIG

TOLL FREE

REVISIONS BY DATE

ENGINEER CITY
APPR. DATE
BENCHMARK: BENCHMARK: CITY OF COACHELLA 1007 ELEVATION: 437.448 DATUM: NAVD88 + 500 FEET DESCRIPTION: 3 1/2" BRASS DISK SET IN TOP OF THE NORTHWEST CORNER OF A 1.5 FOOT HIGH PLANTER WALL AROUND THE "CITY OF COACHELLA" MONUMENT SIGN, LOCATED 25 FEET SOUTHEAST FROM THE BEGINNING OF THE SOUTH CURB RETURN AND 35 FEET SOUTH WEST OF SOUTHERLY CURB RETURN LOCATED AT THE INTERSECTION OF GRAPEFRUIT BLVD. (HIGHWAY 111) AND CESAR CHAVEZ (HARRISON STREET). BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, AS DETERMINED LOCALLY BY THE LINE BETWEEN CONTINUOUS OPERATING GPS BASE STATION STATIONS P491 AND PIN1, (EPOCH 2017.50) COORDINATES), AS COMPUTED AND PUBLISHED BY SCRIPPS ORBIT AND PERMANENT ARRAY CENTER (SOPAC) AND THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC), BEING: NORTH 78° 59' 35.49" WEST. ANDREW R. SIMMONS R.C.E. 72868 EXP. 06/30/2024

SUNLINE TRANSIT

COACHELLA TRANSIT HUB
V
C

C I S T A T E O F
I L

A L I F O R N I A
J
No. 68828

YELDARB

O F E R P D E R E T

S I G E R
S
IANOD .

R E E N I G N E

L A O N S S I
8413 E BASELINE RD
SUITE 106
MESA, AZ 85209
480.757.0997
DATE: CASTULO ESTRADA

PRIVATE UTILITY, SECURITY

CAMERA & LIGHTING PLAN
15 15 30 45
SCALE: 1"=15'
0 CONSTRUCTION NOTES
1 PROTECT IN PLACE
6 RELOCATE FO SIGNAL INTERCONNECT CONDUIT, CABLE & PULL BOX 19 F&I PARKING LOT LIGHT, POST TYPE PER DETAIL ON SHEET 10 20 F&I PARKING LOT LIGHT, SINGLE HEAD MAST, PER DETAIL ON SHEET 10 21 F&I PARKING LOT LIGHT, DUAL HEAD MAST, PER DETAIL ON SHEET 10 22 F&I 1.5" PVC CONDUIT & CONDUCTORS FOR SITE LIGHTING
23 F&I IID SECONDARY PULL BOX
24 F&I 2" SCH 40 PVC CONDUIT (IID)
25 F&I 2" SCH 40 PVC CONDUIT & CONDUCTORS FOR SITE LIGHTING 28 F&I 4" SDR-26 PVC SEWER LATERAL w/ BENDS & WYES PER COC STD. D-11 29 F&I 6" SEWER CLEAN OUT PER COC STD D-1
30 F&I 3/4" PVC SDR-21 DOMESTIC WATER SERVICE w/ BENDS PER COC STD W-8
31 F&I 1.5" PVC CONDUIT w/ PULL ROPE (FUTURE USE)
32 F&I PULL BOX (PCC) PER SPPWC STD 513-3 (ELECT)
33 F&I 360° SECURITY CAMERA & MOUNTING BRACKETS, PANASONIC WV-S4550L 34 F&I WV SECURITY CAMERA & MOUNTING BRACKETS, PANASONIC WV-S1531LN 36 F&I LANDSCAPE UPLIGHT PER DETAIL ON SHEET 10
37 F&I 3/4" PVC SDR-21 DOMESTIC WATER SERVICE w/ BENDS, END CAP & VALVE BOX (2 LOCATIONS)
46 F&I 1.5" PVC CONDUIT w/ CAT 5 DATA CABLE
47 F&I PTZ SECURITY CAMERA & MOUNTING BRACKETS, PANASONIC WV-S6530N 49 F&I PALM TREE RING LIGHT PER DETAILS ON SHEET 10
50 F&I PULL BOX (PCC) PER SPPWC STD 513-3 (DATA)
53 F&I 3/4" METER, METER BOX & 3/4" BACKFLOW PREVENTER PER COC STD'S W-6 & W-8, w/ COPPER PIPE FROM MAIN TO METER
55 F&I 3" SCH 40 PVC CONDUIT (FRONTIER)
56 INSTALL FRONTIER FURNISHED 2'X3' HANDHOLE
LEGEND
C WV SECURITY CAMERA 34

FOR IID SERVICE LINE CONDUIT SEE THE IID PLAN INCLUDED IN THE PROJECT SPECIFICATIONS. ALL OTHER ELECTRICAL CONDUIT (SITE LIGHTING AND FUTURE ELECTRICAL NEEDS) SHALL BE BURIED A MINIMUM OF 18" BELOW HARD FINISHED SURFACE AND 24" BELOW NON CONCRETE SURFACES. DATA CONDUIT SHALL BE A MINIMUM OF 18" BELOW FINISHED SURFACE.

CONDUIT DEPTH NOTE

SITE LIGHTING NOTE

SITE AND EXTERIOR BUILDING LIGHTING SHALL BE
IN CONFORMANCE WITH THE DETAIL ON SHEET 10,
OR APPROVED EQUAL. FOR PRODUCT INFORMATION
CONTACT STEVE KLINE @ KSS LIGHTING & CONTROL
909.793.9554 OR @ [email protected].

C
C

PTZ SECURITY CAMERA
360° SECURITY CAMERA 33
47 U SHADE TREE UPLIGHT 36
P PALM TREE RING LIGHT 49

CONDUIT & WIRING

1.5"C 6#8 & 1#8 GND
1 2"C 8#8 & 1#8 GND
2 3 1.5"C 4#8 & 1#8 GND
4 1.5"C 2#8 & 1#8 GND
02/22/2023
02/22/2023

2.27.23

Item 20.

ELECTRICAL PULL BOX 513-3 ELECTRICAL PULL BOX
513-3

STANDARD PLAN

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY THE PUBLIC WORKS STANDARDS INC. GREENBOOK COMMITTEE SHEET 1 OF 2

STANDARD PLAN
SHEET 2 OF 2

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
1984
REV. 1996, 2005, 2009

FINISHED GRADE

SWEEP ELLS

COPPER BONDING STRAP
SCHEDULE 40 GALVANIZED

STEEL ELECTRICAL CONDUIT
1" (25 mm) CRUSHED ROCK
10 1/2"x17 1/4"x12" (270x440x300 mm) LOCKING CONCRETE PULL BOX w/ "120V ELECTRIC" CAST IN COVER
24" (600 mm) EXPANSION

BUSHING AND
3" (75 mm)

WATERPROOF CONNECTOR
(300 mm)
12"
(150 mm)
6"
NOTES:

1. AREA AROUND BOX MAY BE PLANTED, HARD SURFACE, OR A COMBINATION OF BOTH.

2. TOP OF BOX:

3. CRUSHED ROCK SHALL COVER ELECTRICAL BOX SIDE OPENINGS TO PREVENT SOIL ENTRY.

4. WATERPROOF CONNECTORS SHALL BE SUBJECT TO ENGINEER'S APPROVAL.

LOOP, EA WIRE

APPROVED SEALANT

1. AREA AROUND BOX MAY BE PLANTED, HARD SURFACE, OR A COMBINATION OF BOTH.

3. CRUSHED ROCK SHALL COVER ELECTRICAL BOX SIDE OPENINGS TO PREVENT SOIL ENTRY.

2. TOP OF BOX:

NOTES:

4. LOW VOLTAGE WIRES UNDER ROADWAY SHALL BE WITHIN CONTINUOUS CONDUIT WITH 90° SWEEP ELLS TERMINATING WITHIN PULL BOXES. SEE PLANS FOR SIZE AND TYPE OF BOXES. 1" (25 mm) ABOVE GRADE FOR GROUND COVER OR SHRUBS
1/2" (12 mm) ABOVE GRADE FOR LAWN

AT GRADE FOR HARD SURFACE
1" (25 mm) ABOVE GRADE FOR GROUND COVER OR SHRUBS
1/2" (12 mm) ABOVE GRADE FOR LAWN

AT GRADE FOR HARD SURFACE
SUMP

HARD SURFACE

FINISHED GRADE
LOOP, EA WIRE 6" (150 mm) EXPANSION

WATERPROOF CONNECTOR
STEEL ELECTRICAL CONDUIT SCHEDULE 40 GALVANIZED
(150 mm) 6" MIN
CASE 1
CASE 2

5. PVC CONDUIT MAY BE USED FOR CASE 2 IF APPROPIATE GROUND WIRES ARE INSTALLED. 24" (600 mm) EXPANSION

LOOP, EA WIRE

LOW VOLTAGE INSTALLATION
1" (25 mm) CRUSHED ROCK
SUMP
10 1/2"x17 1/4"x12" (270x440x300 mm) LOCKING CONCRETE PULL BOX w/ "24V ELECTRIC" CAST IN COVER

EPOXY-TYPE WATERPROOF CONNECTOR
3" (75 mm)

HARD SURFACE
FINISHED GRADE (300 mm) 12"

HIGH VOLTAGE INSTALLATION

UF DIRECT BURIAL WIRES
(LOW VOLTAGE)

APPROVED WATERPROOF OR WATERTIGHT

JUNCTION BOX AND FITTINGS FOR ABOVE-GROUND USE

SYMBOL ON PLAN
PB
PB

SYMBOL ON PLAN
10 CURB RAMP

STANDARD PLAN

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY THE PUBLIC WORKS STANDARDS INC. GREENBOOK COMMITTEE 111-5
SHEET 1 OF
1992
REV. 1996, 2000, 2005, 2009, 2013
4:1 MIN

TRANSITION
A
A

CURB FACE

CURB X X
4' (1220 mm) MIN
2%
MAX 8.33%
10% MAX
NOTE 2
NOTE 8
MAX 5%MAX

PARKWAY
CASE A
TYPE 1
TYPE 2
2% MAX
2% 8.33% MAX
SEE FIGURE 1
A OR B
A OR B
4' (1220 mm)

GRADE BREAK
NOTE 2

PARKWAY
4' (1220 mm)
X X

R Z Z R MAX
CURB

CURB FACE
5%MAX
10% MAX
NOTE 8

PCC WALK

PCC WALK
4' (1220 mm) MIN
4' (1220 mm)

PARTS OF THIS STANDARD PLAN SHOW INSTALLATION FOR TYPICAL RETROFIT CONDITIONS, AND ARE NOT FULLY COMPLIANT WITH CALIFORNIA BUILDING CODE REQUIREMENTS FOR NEW DEVELOPMENT.
(5 mm)
(23 mm) SINGLE
"TRUNCATED DOME"
(60 mm)
(60 mm)

PATTERN

DETECTABLE WARNING DETAIL

7. 6.

5. 4.

3. 2.

1. ANGLE = /2 UNLESS OTHERWISE SHOWN ON PLAN. BACK OF LANDING 12" (305 mm)
(2.7) (3.0)
R = 3' (900 mm) UNLESS OTHERWISE SHOWN ON PLAN. SEE SHEET 7.

USE DETAIL "C" OR "D" IF EXISTING SURFACE BEHIND LANDING IS UNPAVED.

USE DETAIL "A" OR "B" IF EXISTING SURFACE BEHIND LANDING IS PAVED.

GROOVES APPROXIMATELY 3/4" (19 mm) OC. SEE GROOVING DETAIL. THE RAMP SHALL HAVE A 12" (305 mm) WIDE BORDER WITH 1/4" (6 mm) SSPWC 201-1.1.2 AND SHALL BE 4" (100 mm) THICK.

GENERAL NOTES:

THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE CONCRETE SHALL BE CLASS 520-C-2500 (310-C-17) CONFORMING TO

DETAIL D

DETAIL C

DETAIL B DETAIL A

GROOVING DETAIL
(19 mm)
(6 mm) (6 mm)

8.33%

RETAINING CURB

PAVED SURFACE PAVED SURFACE
6" (150 mm)
SLOPE 2:1 MAX
GRADED

RETAINING CURB

PER CONTRACT PLANS

UNPAVED SURFACE UNPAVED SURFACE

CONSTRUCT FENCE OR HANDRAIL

OR MORE
12" (300)
2" (50)
1" (25)
3" (75)
4" (100)
11" (275)
NORMAL CURB FACE, INCHES (mm)
PARKWAY WIDTH, FT (m)
FIGURE 1 - SECTION USAGE
(1.2) MIN
10" (250)
9" (225)
8" (200)
7" (175)
6" (150)
5" (125)
(1.5) (1.8) (2.1) (2.4) (3.3) (3.6) (3.9) (4.2) (4.5) (4.8) (5.1) (5.4) (5.7) (6.0)

8. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERIALS

CURB FACE
CURB
Z.DOWN Z.UP
X.DOWN X.UP
4'
4' (1220 mm)
(1220 mm) MAX 8.33%

TYPICAL CURB RAMP
T T

SECTION T-T

SLOPED STREET
X.DOWN X.UP

FOR SLOPED STREETS, MULTIPLY THE DIMENSIONS PARALLEL TO THE STREET, X AND Z, UPSTREAM AND DOWNSTREAM OF THE RAMP, BY THE FACTORS IN THE FOLLOWING TABLE.

FOR EXAMPLE, X.DOWN = X x K.DOWN

S GUTTER

FLOW LINE

ROADWAY

EXISTING
RAMP
TOP OF
EDGE

ROUNDED

EXISTING

ROADWAY

SEE DETAIL A, B, C OR D, DEPRESS BACK OF WALK
Z Z
4' Z
SEE TABLE 1
4'
OR C-C IS APPROPRIATE.

WHICH OF SECTIONS A-A, B-B

SECTION R-R

SECTION S-S

8.33% MAX 8.33% MAX 8.33% MAX 8.33% MAX

PCC SIDEWALK

PCC SIDEWALK

Z OR LESS
4'

DEPRESS BACK OF WALK

DEPRESS BACK OF WALK
Z

TOP OF RAMP

SECTION A-A

SECTION C-C

SECTION B-B
USE FIGURE 1 TO DETERMINE

ROUNDED
EDGE

DEPRESS BACK OF WALK

SEE DETAIL A, B, C OR D,

ROADWAY

EXISTING

PARKWAY
Y

PARKWAY
Y 4' (1220 mm)
4' (1220 mm) MIN

PARKWAY
Y
SEE NOTE 6
SEE NOTE 6
R
SEE NOTE 6
R
5% MAX
R
A2-0 CURB AND GUTTER
2% MAX
A2-0 CURB AND GUTTER
5% MAX 8.33% MAX 2% MAX
5% MAX
A2-0 CURB AND GUTTER
2% MAX 8.33% MAX

SECTION C-C

SECTION A-A

SECTION B-B

CALCULATE Z DIMENSION

PER FORMULA BELOW
2" (50)
3" (75)
4" (100)
5" (125)
6" (150)
7" (175)
8" (200)
9" (225)
10" (250)
11" (275)
12" (300)

4.00' (1220) MIN

4.00' (1220) MIN

4.00' (1220) MIN

4.17' (1275)

5.00' (1525)

5.83' (1775)

6.67' (2035)

7.50' (2285)

8.33' (2540)

9.17' (2795)

10.00' (3050)

NORMAL CURB FACE,
INCHES (mm) X, FT (mm) Y, FT (mm)
TABLE 1 - X AND Y VALUES

2.63' (790)

3.95' (1185)

5.26' (1580)

6.58' (1975)

7.90' (2370)

9.21' (2765)

10.53' (3160)

11.84' (3555)

13.16' (3950)

14.47' (4340)

15.79' (4735)
WHERE FIGURE 1 SHOWS USE OF SECTION B-B, FIGURE Z DIMENSION AS FOLLOWS:

W = PARKWAY WIDTH
L = LANDING WIDTH, 4' (1220 mm) TYP
Z = [(Y+L)-W] x 0.760
IF (Y+L) < W, THEN Z = 0

STREET SLOPE ADJUSTMENTS
GUTTER

SLOPE, S
S K.DOWN K.UP
0% 1.000 1.000

0.2% 0.9771.025

0.5% 0.9431.064
1% 0.8931.136
2% 0.8061.316
3% 0.7351.563
4% 0.6761.923
5% 0.6252.500
SHEET 10.

SHEET 10.

8.33% MAX 8.33% MAX TABLE 2 - SLOPE ADJUSTMENTS

BACK OF WALK

GRADE BREAK
LANDING = 4' (1220 mm)
SHALL BE PER CONTRACT DOCUMENTS.

TABLE 1 REFERENCE FORMULAS: X = CF / 8.333%
SEE SHEET 9 FOR STREET SLOPE ADJUSTMENT FACTORS, ALL STREETS Y = CF / (8.333% - 2% WALK CROSS SLOPE)
K.UP = 8.333% / (8.333% - S) K.DOWN = 8.333% / (8.333% + S) TABLE 2 REFERENCE FORMULAS:

SECTION Y-Y
CONFORMING TO SSPWC 303-1.9.
3/4"
1/4" 1/4" 2.35" 2.35"

0.90"

0.2"
6" (150 mm)
(1220 mm) (1220 mm)
(1220 mm)
4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 4' (1220 mm) MIN
10 CURB RAMP STANDARD PLAN

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY THE PUBLIC WORKS STANDARDS INC. GREENBOOK COMMITTEE 111-5 SHEET 7 OF
1992
REV. 1996, 2000, 2005, 2009, 2013 10

CURB RAMP

STANDARD PLAN

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY THE PUBLIC WORKS STANDARDS INC. GREENBOOK COMMITTEE 111-5 SHEET 8 OF
1992
REV. 1996, 2000, 2005, 2009, 2013 10

CURB RAMP

STANDARD PLAN

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY THE PUBLIC WORKS STANDARDS INC. GREENBOOK COMMITTEE 111-5
SHEET 9 OF
1992
REV. 1996, 2000, 2005, 2009, 2013 10

CURB RAMP

STANDARD PLAN

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY THE PUBLIC WORKS STANDARDS INC. GREENBOOK COMMITTEE 111-5
SHEET 10 OF
1992
REV. 1996, 2000, 2005, 2009, 2013
8 NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMEMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.

THE PRIVATE ENGINEER SIGNING THESE PLAN IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.

OF _______SHEETS
SHEET NO.

CITY
FILE NO.

FOR: W.O.

CITY OF COACHELLA
11 SUNLINE TRANSIT AGENCY 77100149 BRADLEY DONAIS, R.C.E. 68828 DATE PREPARED UNDER THE DIRECT SUPERVISION OF:

CITY OF COACHELLA
APPROVED FOR CONSTRUCTION:

DATE: UNDERGROUND SERVICE ALERT
1-800-227-2600

YOU DIG

DAYS BEFORE

TWO WORKING

A PUBLIC SERVICE BY
DIAL
BEFORE

YOU DIG

TOLL FREE

REVISIONS BY DATE

ENGINEER CITY
APPR. DATE
BENCHMARK: BENCHMARK: CITY OF COACHELLA 1007 ELEVATION: 437.448 DATUM: NAVD88 + 500 FEET DESCRIPTION: 3 1/2" BRASS DISK SET IN TOP OF THE NORTHWEST CORNER OF A 1.5 FOOT HIGH PLANTER WALL AROUND THE "CITY OF COACHELLA" MONUMENT SIGN, LOCATED 25 FEET SOUTHEAST FROM THE BEGINNING OF THE SOUTH CURB RETURN AND 35 FEET SOUTH WEST OF SOUTHERLY CURB RETURN LOCATED AT THE INTERSECTION OF GRAPEFRUIT BLVD. (HIGHWAY 111) AND CESAR CHAVEZ (HARRISON STREET). BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, AS DETERMINED LOCALLY BY THE LINE BETWEEN CONTINUOUS OPERATING GPS BASE STATION STATIONS P491 AND PIN1, (EPOCH 2017.50) COORDINATES), AS COMPUTED AND PUBLISHED BY SCRIPPS ORBIT AND PERMANENT ARRAY CENTER (SOPAC) AND THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC), BEING: NORTH 78° 59' 35.49" WEST. ANDREW R. SIMMONS R.C.E. 72868 EXP. 06/30/2024

SUNLINE TRANSIT

COACHELLA TRANSIT HUB
V
C

C I S T A T E O F
I L

A L I F O R N I A
J
No. 68828

YELDARB

O F E R P D E R E T

S I G E R
S
IANOD .

R E E N I G N E

L A O N S S I
8413 E BASELINE RD
SUITE 106
MESA, AZ 85209
480.757.0997

STANDARD DETAILS
8” CL II CMB

ADA RAMP NOTE

PER THE CITY OF COACHELLA

STANDARDS FOR CONCRETE

SIDEWALK AND CURB,
CONTRACTOR SHALL PLACE 2"

OF SAND AND PLASTIC UNDER
THE PED RAMP AREA.
01/13/2023
01/13/23

Item 20.

AHEAD
SIGNAL
Asph.

Conc.
(SCRIBED "G" IN CURB)
G

MARIO LAZCANO
4TH STREET

CESAR CHAVEZ
20 20
21 22
23 24
25 56 57 58 59
100 101
℄
℄
℄
℄
℄ ℄ ℄ AF-2A AF-2A AF-2A PAE PAE PAE AF-1A AF-1A AF-1A AF-1A 20 21
21 21
19 19
21 21 21
20 19
AF-2A
AF-2A

0.0 0.0

0.0 0.1

0.1 0.2

0.2 0.1

0.2 0.3

0.2 0.1

0.1 0.1

0.5 1.0

0.6 0.2

0.1 0.1

0.0 0.0

0.0 0.0

0.0 0.0

0.1 0.1

0.2 0.3

0.5 0.5

0.5 0.8

0.7 0.3

0.1 0.0

0.1 0.1

0.2 0.6

2.0 1.1

0.3 0.1

0.1 0.1

0.1 0.1

0.1 0.1

0.0 0.1

0.1 0.1

0.2 0.4

1.1 2.2

2.7 2.8

1.5 0.6

0.3 0.1

0.0 0.0

0.1 0.1

0.3 1.0

3.6 2.0

0.4 0.2

0.2 0.2

0.1 0.1

0.1 0.1

0.1 0.1

4.7 2.5

0.6 0.3

0.4 0.3

0.2 0.1

0.1 0.1

0.1 0.1

0.1 0.2

0.2 0.1

0.1 0.1

0.2 0.4

1.5 3.7

5.6 5.6

2.8 1.1

0.5 0.2

0.1 0.1

0.1 0.1

0.2 0.4

1.8 2.2

5.4 2.5

0.7 0.4

0.5 0.5

0.4 0.3

0.3 0.2

0.2 0.2

0.2 0.4

0.4 0.2

0.2 0.4

0.8 1.7

3.7 6.5

5.2 2.0

1.2 0.6

0.2 0.1

0.0 0.1

0.1 0.1

0.2 0.3

0.6 4.7

2.6 0.6

0.4 0.5

0.8 0.7

0.6 0.6

0.4 0.3

0.3 0.5

0.7 0.9

0.5 0.4

0.8 1.2

1.8 3.4

3.5 2.5

1.9 1.3

0.5 0.1

0.1 0.0

0.2 0.2

0.3 0.5

0.6 0.8

1.9 1.6

1.4 0.6

0.8 1.2

2.3 4.5

4.6 3.0

2.8 1.1

0.3 0.1

0.1 0.0

0.9 1.2

1.9 2.2

2.4 1.9

1.7 3.7

2.1 0.6

0.5 0.6

1.3 1.1

1.0 0.9

0.4 0.4

0.7 0.8

1.1 2.4

1.8 1.7

1.3 0.3

0.3 0.6

1.4 1.6

2.0 3.7

1.8 1.2

1.5 3.7

6.8 3.5

6.0 3.5

0.8 0.3

0.2 0.1

0.0 0.7

1.6 3.5

5.1 5.7

4.8 4.4

3.8 2.2

1.1 0.8

1.0 2.3

4.4 2.8

3.4 1.7

0.4 0.3

0.4 1.6

3.1 2.9

5.7 4.2

2.2 2.3

5.2 6.9

6.3 6.1

2.6 0.8

0.4 0.2

0.1 0.0

0.4 0.7

1.1 1.6

2.6 4.1

4.2 3.2

1.9 1.3

1.2 4.0

6.5 3.5

5.1 1.9

0.6 0.4

0.4 0.9

4.0 6.0

3.8 6.6

4.0 4.4

7.4 5.3

7.3 4.5

2.0 0.8

0.3 0.1

0.1 0.2

0.3 0.5

0.9 1.5

2.5 5.8

3.3 2.0

1.5 1.9 2.7

5.4 7.6

5.6 5.6

2.3 0.9

0.5 0.5

0.9 2.9

6.1 5.0

6.0 7.0

6.8 7.5

5.1 5.8

3.0 1.3

0.5 0.2

0.1 0.0

0.1 0.2

0.4 0.8

1.5 5.1

5.0 5.6

2.3 1.9

5.0 2.4

2.0 3.2

3.6 6.3

7.0 8.7

6.0 2.6

1.3 0.7

0.5 0.8

1.7 4.1

6.3 4.9

7.6 9.3

4.4 7.1

5.4 1.7

0.5 0.2

0.1 0.1

0.0 0.1

0.2 0.4

0.6 1.0

1.8 1.0

1.3 2.3

3.7 7.0

7.7 8.4

5.8 8.6

6.7 3.0

0.8 0.3

0.2 0.1

0.0 0.0

0.1 0.1

0.2 0.4

0.5 1.0

1.6 1.7

2.6 5.0

5.4 7.4

5.9 9.0

7.9 4.5

2.4 1.1

3.5 4.4

6.7 7.8

5.9 6.5

6.7 4.6

2.5 1.4

1.9 3.3

5.9 8.5

9.2 7.6

7.4 6.8

4.2 1.5

0.6 0.2

0.1 0.1

0.0 0.1

0.1 0.2

0.2 0.4

0.6 0.9

1.4 3.8

8.5 3.3

9.1 8.3

7.0 3.1

3.3 2.7

2.2 2.2

2.8 3.7

3.8 4.7

5.1 5.3

3.4 1.9

0.9 0.4

0.2 0.1

0.0 0.0

0.1 0.1

0.1 0.2

0.2 0.4

0.6 0.9

1.6 3.5

6.1 4.9

5.1 5.4

5.0 2.4

2.1 1.9

2.3 3.4

5.2 6.5

6.5 5.7

3.3 1.8

1.2 0.6

0.3 0.1

0.1 0.0

0.1 0.1

0.1 0.2

0.2 0.3

0.5 0.8

1.7 0.2

0.2 0.3

0.5 0.9

1.6 2.1

1.7 1.9

2.1 2.6

2.3 1.5

1.3 1.1

1.3 2.0

2.8 3.0

2.1 1.1

0.8 0.6

0.4 0.2

0.1 0.0

0.1 0.1

0.1 0.2

0.3 0.5

0.7 0.8

0.7 0.7

0.7 0.5

0.7 0.9

0.8 0.4

0.4 0.6

0.8 0.9

0.6 0.3

0.2 0.2

0.1 0.1

0.1 0.1

0.1 0.1

0.1 0.1

0.2 0.3

0.4 0.4

0.4 0.3

0.3 0.2

0.2 0.3

0.4 0.3

0.2 0.3

0.3 0.3

0.2 0.2

0.1 0.1

0.1 0.0

0.1 0.1

0.1 0.1

0.1 NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMEMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.

THE PRIVATE ENGINEER SIGNING THESE PLAN IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.

OF _______SHEETS
SHEET NO.

CITY
FILE NO.

FOR: W.O.

CITY OF COACHELLA
11 SUNLINE TRANSIT AGENCY 77100149 BRADLEY DONAIS, R.C.E. 68828 DATE PREPARED UNDER THE DIRECT SUPERVISION OF:

CITY OF COACHELLA
APPROVED FOR CONSTRUCTION:

DATE: UNDERGROUND SERVICE ALERT
1-800-227-2600

YOU DIG

DAYS BEFORE

TWO WORKING

A PUBLIC SERVICE BY
DIAL
BEFORE

YOU DIG

TOLL FREE

REVISIONS BY DATE

ENGINEER CITY
APPR. DATE
BENCHMARK: BENCHMARK: CITY OF COACHELLA 1007 ELEVATION: 437.448 DATUM: NAVD88 + 500 FEET DESCRIPTION: 3 1/2" BRASS DISK SET IN TOP OF THE NORTHWEST CORNER OF A 1.5 FOOT HIGH PLANTER WALL AROUND THE "CITY OF COACHELLA" MONUMENT SIGN, LOCATED 25 FEET SOUTHEAST FROM THE BEGINNING OF THE SOUTH CURB RETURN AND 35 FEET SOUTH WEST OF SOUTHERLY CURB RETURN LOCATED AT THE INTERSECTION OF GRAPEFRUIT BLVD. (HIGHWAY 111) AND CESAR CHAVEZ (HARRISON STREET). BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, AS DETERMINED LOCALLY BY THE LINE BETWEEN CONTINUOUS OPERATING GPS BASE STATION STATIONS P491 AND PIN1, (EPOCH 2017.50) COORDINATES), AS COMPUTED AND PUBLISHED BY SCRIPPS ORBIT AND PERMANENT ARRAY CENTER (SOPAC) AND THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC), BEING: NORTH 78° 59' 35.49" WEST. ANDREW R. SIMMONS R.C.E. 72868 EXP. 06/30/2024

SUNLINE TRANSIT

COACHELLA TRANSIT HUB
V
C

C I S T A T E O F
I L

A L I F O R N I A
J
No. 68828

YELDARB

O F E R P D E R E T

S I G E R
S
IANOD .

R E E N I G N E

L A O N S S I
8413 E BASELINE RD
SUITE 106
MESA, AZ 85209
480.757.0997
15 15 30 45
SCALE: 1"=15'
0 9 SITE LIGHTING

PHOTOMETRICS

LIGHT READINGS ARE ESTIMATED LEVELS IN PRIME

CONDITIONS AND SHOULD NOT BE TAKEN AS EXACT
READINGS. LIGHT READINGS ARE 10 FT. APART
number locations= 3, number luminaires= 3
mounting height= 22 ft
RSA-5F-22-BCWO-1820
AF-TD-60-LED-MT-5-4-II-1A-BC4
AF-1A
number locations= 3, number luminaires= 3
mounting height= 12.5 ft
RSA-5F-12'6"-BCWO-1820
PAE-50-LED-MT-3-4-V-PT
number locations= 6, number luminaires= 12
mounting height= 22 ft
RSA-5F-22-BCWO-1820
AF-TD-60-LED-MT-5-4-II-2A-BC4
AF-2A
N/A

1.22 N/A
N/A

0.0 9.9

1.8 UnifGrad
Coef Var
Max:Min
Avg:Min
Minimum
Maximum
Average

HORIZONTAL FOOTCANDLES
625 points at z=0, sp 10ft by 10ft
Target Point Set
(310)603-9344
LYNWOOD, CA 90262

PACIFIC LIGHTING & STANDARD
2831 LOS FLORES BLVD.

PAE

LIGHT LEGEND
19 20 21

CONSTRUCTION NOTES
19 F&I PARKING LOT LIGHT, POST TYPE PER DETAIL ON
SHEET 10
20 F&I PARKING LOT LIGHT, SINGLE HEAD MAST, PER DETAIL
ON SHEET 10
21 F&I PARKING LOT LIGHT, DUAL HEAD MAST, PER DETAIL
ON SHEET 10

SITE LIGHTING NOTE

SITE AND EXTERIOR BUILDING LIGHTING SHALL BE

IN CONFORMANCE WITH THE DETAILS HEREON, OR
APPROVED EQUAL. FOR PRODUCT INFORMATION
CONTACT STEVE KLINE @ KSS LIGHTING & CONTROL
909.793.9554 OR @ [email protected].
01/13/2023
01/13/23

Item 20.

POST LIGHT POLE DETAIL
NOT TO SCALE 19

SINGLE HEAD MAST ARM POLE DETAIL
NOT TO SCALE 20

DUAL HEAD MAST ARM POLE DETAIL
NOT TO SCALE 21
#3 HOOP TIES
SECTION A-A 12"LAP

BASE COVER
3'-0"
1'-6"
1'-0"
MIN.

SPACING
2'-0"
(TYP.)

FINISHED SURFACE
3" CLR
3" CLR
6 #6 VERTICAL
TYP U.O.N.
#3 TIES @ 9" O.C.

SULFATE RESISTANT
TYPE V P.C. CONCRETE
A A
UNDISTURBED SOIL TYP.

OR COMPACTED FILL

INSPECTED BY A SOILS

ENGINEER

CONCRETE
3250 PSI @
28 DAYS MIN.
5'-6"
3'-6"
1'-0"
MIN.

SPACING
2'-0"
(TYP.)
3" CLR
3" CLR
6 #6 VERTICAL
TYP U.O.N.
#3 TIES @ 9" O.C.

A A

POST LIGHT FOUNDATION DETAIL
NOT TO SCALE 19

J-BOLTS

BY POLE

SUPPLIER

MAST ARM LIGHT FOUNDATION DETAIL
NOT TO SCALE 20 21

BASE COVER

FINISHED SURFACE

UNDISTURBED
SOIL TYP. OR

COMPACTED FILL

INSPECTED BY A

SOILS ENGINEER

J-BOLTS

BY POLE

SUPPLIER
6 #6 VERTICAL
(60 KSI )
3" CLR.
(TYP.)
NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMEMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.

THE PRIVATE ENGINEER SIGNING THESE PLAN IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABLITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.

OF _______SHEETS
SHEET NO.

CITY
FILE NO.

FOR: W.O.

CITY OF COACHELLA
11 SUNLINE TRANSIT AGENCY 77100149 BRADLEY DONAIS, R.C.E. 68828 DATE PREPARED UNDER THE DIRECT SUPERVISION OF:

CITY OF COACHELLA
APPROVED FOR CONSTRUCTION:

DATE: UNDERGROUND SERVICE ALERT
1-800-227-2600

YOU DIG

DAYS BEFORE

TWO WORKING

A PUBLIC SERVICE BY
DIAL
BEFORE

YOU DIG

TOLL FREE

REVISIONS BY DATE

ENGINEER CITY
APPR. DATE
BENCHMARK: BENCHMARK: CITY OF COACHELLA 1007 ELEVATION: 437.448 DATUM: NAVD88 + 500 FEET DESCRIPTION: 3 1/2" BRASS DISK SET IN TOP OF THE NORTHWEST CORNER OF A 1.5 FOOT HIGH PLANTER WALL AROUND THE "CITY OF COACHELLA" MONUMENT SIGN, LOCATED 25 FEET SOUTHEAST FROM THE BEGINNING OF THE SOUTH CURB RETURN AND 35 FEET SOUTH WEST OF SOUTHERLY CURB RETURN LOCATED AT THE INTERSECTION OF GRAPEFRUIT BLVD. (HIGHWAY 111) AND CESAR CHAVEZ (HARRISON STREET). BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, AS DETERMINED LOCALLY BY THE LINE BETWEEN CONTINUOUS OPERATING GPS BASE STATION STATIONS P491 AND PIN1, (EPOCH 2017.50) COORDINATES), AS COMPUTED AND PUBLISHED BY SCRIPPS ORBIT AND PERMANENT ARRAY CENTER (SOPAC) AND THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC), BEING: NORTH 78° 59' 35.49" WEST. ANDREW R. SIMMONS R.C.E. 72868 EXP. 06/30/2024

SUNLINE TRANSIT

COACHELLA TRANSIT HUB
V
C

C I S T A T E O F
I L

A L I F O R N I A
J
No. 68828

YELDARB

O F E R P D E R E T

S I G E R
S
IANOD .

R E E N I G N E

L A O N S S I
8413 E BASELINE RD
SUITE 106
MESA, AZ 85209
480.757.0997
10 SITE LIGHTING DETAILS

NOT TO SCALE
TREE UPLIGHT DETAIL 36
TREE UPLIGHT DETAIL (TYP.)
GUTTER
CURB
36 NOT TO SCALE
36 2-PIECE 2" X
18"

STAINLESS STEEL STRAP

PAINTED TO MATCH

FIXTURE SIZED FOR OUTSIDE DIAMETER TO
ACCOMMODATE AN 18" TO 26"DIA. TREE
(2) 2" X 2" X 4" MACHINED ALUMINUM
BALLAST BOXES.
(6)
14" X 3 14"

STAINLESS STEEL HEX HEAD SCREWS
1"∅ MACHINED ALUMINUM EXTENSION

USE EXTENSION WHEN

TREE DIAMETER EXCEEDS

THE SCREW TRAVEL
(2) MACHINED ALUMINUM
FIXTURES @ 180° APART
(11 W LED (30 DEG

FLOODLIGHT)
2"
2"
1 1 4" 2"
(2)
12" I.P. THREADED HOLES

REMOVABLE TOP AND

BOTTOM COVER WITH

HIGH TEMPERATURE SILICONE GASKETS

ALL STAINLESS

STEEL HARDWARE

BALLAST BOX

BOTTOM DETAIL

FIXTURE
@ 180° APART

PALM TREE FIXTURE ASSEMBLY
15' MIN.

PALM TREE FIXTURE ASSEMBLY (SEE DETAIL HEREON)

GROUND SURFACE
TRUNK

SEE ELECTRICAL PLAN SHEET FOR

CONDUIT/WIRE SIZING & ROUTING

MANUFACTURER

SUPPLIED CABLES

SUPPORT CONDUIT

TO THE TREE
EVERY 3'

PALM TREE FIXTURE UNIT INSTALLATION

NOT TO SCALE

NOT TO SCALE

BRADLEY LIGHTING, STELLA SERIES, OR APPROVED EQUAL SEE BID PACKAGE FOR CUT SHEET INFORMATION

WHERE PROPOSED LIGHTING ELEMENTS ARE WITHIN
3 FEET OF EACH OTHER, CONTRACTOR TO PROVIDE
ONE PULL BOX AT SAID LOCATION. ALL OTHER

LIGHTING ELEMENTS WILL REQUIRE A STANDALONE
PULLBOX.

PULLBOX NOTE SITE LIGHTING NOTE

SITE AND EXTERIOR BUILDING LIGHTING SHALL BE

IN CONFORMANCE WITH THE DETAILS HEREON, OR
APPROVED EQUAL. FOR PRODUCT INFORMATION
CONTACT STEVE KLINE @ KSS LIGHTING & CONTROL
909.793.9554 OR @ [email protected].
49 49
TREE

PULL BOX

PULL BOX
FIXTURE COLOR TO BE BRONZE.

FIXTURE COLOR TO BE BRONZE.
03/07/2023
03/07/2023
GRAVEL
12W LED INGRADE UPLIGHT, KINGS OUTDOOR LIGHTING, UNB01 CAST BRASS w/GRILLE, OR APPROVED EQUAL
3 4" PVC SCHEDULE 40 CONDUIT WITH 2#10 & 1#10 GND TO
PULLBOX. SEE PLAN SHEET FOR
LOCATION.

GRILLE /

ROCK GUARD

AIM LAMP ON TREE

TRUNK AND CANOPY

TREE TRUNK

GROUND LEVEL
FIXTURE COLOR TO BE BRONZE.

FIXTURE COLOR TO BE BRONZE.

CONTRACTOR SHALL FURNISH &

INSTALL ALL SITE LIGHTING
ANCHOR "J" BOLTS.

ANCHOR J BOLTS

Item 20.

EXHIBIT PROVIDED FOR BIDDING ONLY.

FINAL UTILITY LINES PLACEMENT SHALL BE IN ACCORDANCE
TO THE FINAL BUILDING FLOORPLAN. CONTRACTOR SHALL

COORDINATE THE REQUIRED POINT OF CONNECTIONS FOR SEWER

AND WATER WITH THE PROPOSED EXTERIOR SERVICE LINE
POINT OF CONNECTIONS. ALL PLUMBING SHALL CONFORM TO
THE LATEST CA UPC.

MAINTAIN A 2% MINIMUM SLOPE ON ALL UNDER SLAB SEWER
LINES.

SEWER LINE & SEWER CLEAN OUT.

SEE PRIVATE UTILITY SHEET
FOR CONTINUATION. WYE INV.
435.90' (2.14' BELOW
FINISHED FLOOR). SEWER C.O.
~5.5' FROM BUILDING.

WATER LINE, SEE

PRIVATE UTILITY SHEET
FOR CONTINUATION.
5'
3'

BREAKROOM

MECHANICAL

JANITOR

PRIVATE RESTROOM ICE MACHINE

ELEC OUT

FUT SIGNS

ELEC OUT FUT

RESTROOM

ELEC OUT SITE

LIGHTING

ELEC IN

DATA IN
(FRONTIER)

DATA OUT
INV.436.43
(1.61' BELOW FF)
4"SEWER
3 4
"WATER
2"VENT
2"VENT
NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.

THE PRIVATE ENGINEER SIGNING THESE PLAN IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.

OF _______SHEETS
SHEET NO.

CITY
FILE NO.

FOR: W.O.

CITY OF COACHELLA
11 SUNLINE TRANSIT AGENCY 77100149 BRADLEY DONAIS, R.C.E. 68828 DATE PREPARED UNDER THE DIRECT SUPERVISION OF:

CITY OF COACHELLA
APPROVED FOR CONSTRUCTION:

DATE: UNDERGROUND SERVICE ALERT
1-800-227-2600

YOU DIG

DAYS BEFORE

TWO WORKING

A PUBLIC SERVICE BY
DIAL
BEFORE

YOU DIG

TOLL FREE

REVISIONS BY DATE

ENGINEER CITY
APPR. DATE
BENCHMARK: BENCHMARK: CITY OF COACHELLA 1007 ELEVATION: 437.448 DATUM: NAVD88 + 500 FEET DESCRIPTION: 3 1/2" BRASS DISK SET IN TOP OF THE NORTHWEST CORNER OF A 1.5 FOOT HIGH PLANTER WALL AROUND THE "CITY OF COACHELLA" MONUMENT SIGN, LOCATED 25 FEET SOUTHEAST FROM THE BEGINNING OF THE SOUTH CURB RETURN AND 35 FEET SOUTH WEST OF SOUTHERLY CURB RETURN LOCATED AT THE INTERSECTION OF GRAPEFRUIT BLVD. (HIGHWAY 111) AND CESAR CHAVEZ (HARRISON STREET). BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, AS DETERMINED LOCALLY BY THE LINE BETWEEN CONTINUOUS OPERATING GPS BASE STATION STATIONS P491 AND PIN1, (EPOCH 2017.50) COORDINATES), AS COMPUTED AND PUBLISHED BY SCRIPPS ORBIT AND PERMANENT ARRAY CENTER (SOPAC) AND THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC), BEING: NORTH 78° 59' 35.49" WEST. ANDREW R. SIMMONS R.C.E. 72868 EXP. 06/30/2024

SUNLINE TRANSIT

COACHELLA TRANSIT HUB
V
C

C I S T A T E O F
I L

A L I F O R N I A
J
No. 68828

YELDARB

O F E R P D E R E T

S I G E R
S
IANOD .

R E E N I G N E

L A O N S S I
8413 E BASELINE RD
SUITE 106
MESA, AZ 85209
480.757.0997
11 BREAKROOM BLDG DETAILS
& PERFORMANCE SPEC.

BUILDING LIGHTING NOTE

EXTERIOR BUILDING LIGHTING SHALL BE IN

CONFORMANCE WITH THE DETAILS HEREON, OR
APPROVED EQUAL. FOR PRODUCT INFORMATION
CONTACT STEVE KLINE @ KSS LIGHTING & CONTROL
909.793.9554 OR @ [email protected].

BREAKROOM BUILDING REQUIREMENTS

THE FOLLOWING PROVIDES INFORMATION ON THE PROPOSED PREFABRICATED BREAKROOM BUILDING ASSOCIATED WITH THIS CONSTRUCTION PROJECT. THE PRELIMINARY BUILDING PLANS INCLUDED WITH THE PROJECT

DOCUMENTS, DEPICTS THE MINIMUM FLOOR PLAN, REQUIRED ROOMS & GENERAL ROOM CONFIGURATION, AND REQUIRED EXTERIOR FINISHES.

SUNLINE TRANSIT AGENCY HAS COORDINATED ON THIS PROJECT WITH BOTH STRUCTURE CAST AND GREEN FLUSH RESTROOMS FOR DESIGN CONCEPTS ON THE PROPOSED BREAKROOM FACILITY. THE CONTACT INFORMATION FOR BOTH PREFABRICATED BUILDING COMPANIES IS AS FOLLOWS:

STRUCTURE CAST GREEN FLUSH RESTROOMS
CONTACT: BRENT DEZEMBER CONTACT: DEBRA TAEVS
PHONE:661.833.4490 PHONE: 360.718.7595
EMAIL: [email protected] EMAIL: [email protected]

THE CONTRACTOR WILL BE RESPONSIBLE FOR THE FINAL DESIGN OF THE STRUCTURE AND ALL REQUIRED

ELEMENTS, CITY PLAN REVIEW PROCESSING AND OBTAINING PERMITS FOR THE BUILDING CONSTRUCTION/ INSTALLATION. THE ATTACHED PLANS FROM STRUCTURE CAST ARE PROVIDED FOR REFERENCE ON BUILDING NEEDS AND REQUIREMENTS. PLANS WILL NEED TO CONFORM TO THE LATEST CITY AND STATE BUILDING CODES AND STANDARDS. OTHER PREFABRICATED STRUCTURES SUBCONSULTANT / SUPPLIER WILL BE CONSIDERED IF THEY ARE ABLE TO MEET ALL REQUIREMENTS OF THE PROPOSED BUILDING.

THE LUMP SUM BID ITEM FOR THE BREAKROOM BUILDING SHALL INCLUDE BUT NOT LIMITED TO THE FOLLOWING ELEMENTS, AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED THEREFORE. THE PROPOSED BUILDING SHALL

MEET AND PROVIDE THE REQUIREMENTS NOTED IN THE REFERENCE PLANS AND INCLUDE THE FOLLOWING ELEMENTS:

BREAKROOM
• CANNED LIGHTING PROVIDING SUFFICIENT LIGHTING COVER WITHIN THE BREAKROOM SPACE • 2 UPPER CABINETS
• LOWER CABINETS WITH SINK
• 2 DOUBLE GENERAL PURPOSE ELECTRICAL OUTLETS (GPO) IN THE AREA OF THE COUNTER • 2 SINGLE GPO'S & 1 GFI GPO ON THE CABINET WALL
• 2 SINGLE GPO'S ON THE WINDOW WALL
• 3 SINGLE GPO'S ON THE ENTRY DOOR WALL
• 2 SINGLE GPO'S ON THE BATHROOM WALL, ONE HIGH AND ONE LOW ON THE WALL • 3 WINDOWS WITH OBSCURE, IMPACT PROTECTION GLASS
• POTABLE WATER CONNECTION AT ICE MACHINE LOCATION
• TEMPERATURE CONTROLLED SPACE, BOSCH MINI SPLIT 3-ZONE, BMS500-AAM027-1CSXRA OR APPROVED EQUAL

UNISEX RESTROOM
• 1 WASH SINK (PORCELAIN)
• 1 URINAL (PORCELAIN)
• 1 TOILET (PORCELAIN)
• 1 SOAP DISPENSER
• 1 PAPER TOWEL DISPENSER
• 1 MIRROR ABOVE SINK
• 1 BATHROOM EXHAUST FAN
• GRAB BARS PER CODE
• 1 WINDOW WITH OBSCURE, IMPACT PROTECTION GLASS
• TEMPERATURE CONTROLLED SPACE

JANITOR'S ROOM
• MOP SINK & FAUCET
• 2 DOUBLE GPO'S, ONE HIGH AND ONE LOW ON THE EXTERIOR WALL • SERVER RACK/CABINET, TRIPP-LITE RACK 42U ENCLOSURE,OR SUNLINE APPROVED EQUAL • TEMPERATURE CONTROLLED SPACE

MECHANICAL ROOM
• 200A MAIN ELECTRICAL PANEL & 50A SUB PANEL, PER IMPERIAL IRRIGATION DISTRICT (IID) STANDARDS • EXTERIOR ACCESS DOOR w/ KEYED ENTRY AND (IID) LOCKBOX • NON-TEMPERATURE CONTROLLED SPACE

EXTERIOR
• COMBO DRINKING FOUNTAIN / BOTTLE FILLER
• DECORATIVE LIGHT X2, SNOC MILAN OR APPROVED EQUAL
• TWO TONED STUCCO FINISH (BROWN AND TAN)
• STUCCO SHADOW TILE EDGE TREATMENT AT GABLE ENDS (RAKING) • METAL WINDOW TREATMENT
• STUCCO POP OUTS
• LED ELECTRONIC MESSAGE BOARD WITH DATA & ELECTRICAL CONNECTION, CONNECTPOINT 38" DISPLAY, CP-38D
• PANASONIC WV-S1532LN SECURITY CAMERA w/ MOUNTING BRACKET FOR INSTALLATION ON EXTERIOR OF

BUILDING BY MAIN ENTRANCE DOOR
• MOSAIC TILE ELEMENTS; CONTRACTOR TO PROVIDE SHOP DRAWING OF A SPANISH COLONIAL REVIVAL ARCHITECTURE TILE LAYOUT FOR SUNLINE AND CITY APPROVAL. • COACHELLA TRANSIT HUB SIGN TILE; CONTRACTOR TO PROVIDE SHOP DRAWING OF A SPANISH COLONIAL REVIVAL ARCHITECTURE TILE SIMILAR TO THE MOSAIC TILE ELEMENTS WITH "COACHELLA TRANSIT HUB" TEXT FONT OF LUCIDA SANS, FRANCISCO LUCAS OR SIMILAR FOR SUNLINE AND CITY APPROVAL.

BUILDING EQUIPMENT
CONTRACTOR TO FURNISH AND INSTALL THE FOLLOWING EQUIPMENT:
• FOB ENTRY @ MAIN DOOR, HID RP40 & OPEN OPTIONS ACCESS TECHNOLOGY SSP-D2 CONTROLLER • FIRE DEPARTMENT KNOX BOX
• IID KNOX BOX
• PANASONIC 360° SECURITY CAMERA, WV-S4550L, INTERIOR OF BREAKROOM, CENTER OF ROOM • MINI SPLIT HVAC, BOSCH MINI SPLIT 3-ZONE, BMS500-AAM027-1CSXRA OR APPROVED EQUAL • SERVER RACK, GROUND MOUNTED TRIPP SMARTRACK ENCLOSURE SERVER CABINET 42U (SR42UB), OR

SUNLINE APPROVED EQUAL

CONTRACTOR TO FURNISH AND SUNLINE TO INSTALL THE FOLLOWING EQUIPMENT • HPE PROLIANT DL380 GEN 10 PLUS, 4310 CPU @ 2.1 GHz, 12 CORE 1P 32GB-R MR416i-a NC 8SFF 800W

PS SERVER, OR SUNLINE APPROVED EQUAL

BUILDING EXTERIOR LIGHT

BUILDING RENDERING

BUILDING UTILITY PLAN

PRE-FAB BUILDING

THE FLOORPLAN OF THE FINAL BUILDING SHALL

SUBSTANTIALLY MATCH THE FLOORPLAN PROVIDED
HEREIN. ALL CHANGES (APPROVED EQUAL) TO THE

FLOORPLAN SHALL BE REQUESTED DURING THE
BIDDING PROCESS FOR AGENCY APPROVAL.
01/13/2023
01/13/23

Item 20.

Exhibit “C”

SURVEY OF LEASED PREMISES
RMPUB\CZC\310054.1

Item 20.

SIGNAL SIGNAL

AHEAD AHEAD
MH
(SCRIBED "G" IN CURB) G
4th STREET

MARIO LAZCANO

CESAR CHAVEZ

SITE BOUNDARY

SITE BOUNDARY

SUNLINE HUB, COACHELLA, CA
SCALE: 1"=20'

Item 20.

STAFF REPORT
1/24/2024
TO: Honorable Mayor and City Council Members
FROM: Cástulo R. Estrada, Utilities Manager
SUBJECT: Proposal for Coachella Sanitary District Tyler Street Capacity Improvements for on-call Professional Services with Dudek in the amount of $142,808.00.

STAFF RECOMMENDATION:

Authorize the City Manager to use the on-call Professional Service Agreement with Dudek in the amount of $142,808.00 for engineering design and construction support services for the Tyler Street Capacity Improvements S-18.

BACKGROUND:

The City of Coachella sewer system also known as the Coachella Sanitary District consists of sewers that collect local flows generated from the City’s residential, commercial, and industrial areas and other areas outside the city limits and discharge to the City’s wastewater treatment plant on Avenue 54 with a capacity of 4.5 million gallons per day.

The Coachella Sanitary District’s collection system includes about 100 miles of sanitary sewers ranging in size from 4 inches to 54 inches in diameter. The system has about 1,700 manholes and two main pump stations.

DISCUSSION/ANALYSIS:

In 2015 the City of Coachella through its Coachella Sanitary District completed the City of Coachella 2015 Sewer Master Plan. The Master Plan evaluated the system capacity at that time and identified existing and future deficiencies in the collection system as a result of future developments through year 2040 planning horizon, the Plan sized pipes and pump stations to convey 2040 peak flows and prioritized phased recommended improvements.

The section on Tyler Street between Avenue 53 and Avenue 54 is priority one on the Master Plan, the pipe has exceeded its design criteria and is beginning to surcharge due to lack of capacity. This section of pipe continues to receive upstream flows from developments that are being completed in the northern service areas.

Figure – 1 shows the section of Tyler Street (G22-003 – G23-006), approximately 2,663 linear feet of 8” diameter sewer that the Master Plan recommends be replaced with a new 15” diameter sewer main to increase capacity to meet the District’s design criteria and accommodate future flows.

Item 21.

Figure – 1
FISCAL IMPACT:

The project will be funded from the approved on-call engineering services budget. The funds will be allocated from the Sewer Connection Fund (360) attributed to CIP S-18 which appropriated $60,000 in budget FY23/24. Staff requests an additional $82,808.00 is authorized from the (360) to fully fund this proposal.

The Utilities Department has $2.2 million of ARPA funding set aside for Utility Projects. We estimate that $1.5 million will be encumbered for the construction of this project. Our goal is to complete design by June 2024 and begin construction shortly thereafter.

ATTACHMENTS:

1. Dudek Proposal

2. Dudek On-call Services PSA

TYLER STEET
OLD AVENUE 53
AVENUE 54

Item 21.

Coachella Sanitary District Tyler Street Sewer Capacity Improvements November 17, 2023
Castulo Estrada
Utilities Manager
Coachella Sanitary District
87075 Avenue 54
Coachella, California 92236
Subject: Proposal for Coachella Sanitary District Tyler Street Sewer Capacity Improvements Dear Mr. Estrada,
Dudek is pleased to submit this proposal to the Coachella Sanitary District (District) for engineering design and construction support services for the Tyler Street Sewer Capacity Improvements project. The proposed project aims to address limited capacity in a section of sewer main along Tyler Street, between Avenue 53 and Avenue 54 in the City of Coachella, CA, identified as project ID E1 in the District’s 2015 Sewer System Master Plan.

Approximately 2,663 LF of existing 8” diameter sewer main will be replaced with new 15” diameter sewer main, as shown in Figure 1, to increase capacity to meet the District’s current design criteria.

Based on a preliminary review of the sewer alignment, the new sewer will be constructed in parallel to the existing sewer to minimize the need for sewer bypass pumping. The new sewer will tie into the existing manholes at both ends of the alignment. Based on the information available, it appears the construction work will be within the paved area of Tyler Street. The new sewer will be designed in accordance with District sewer design criteria and standard drawings.

Dudek understands that the District has received American Rescue Plan Act (ARPA) funding for this project and is required to complete design and begin construction by the end of 2024. Our project approach is informed by the need to complete design in an expedited fashion; a schedule indicating completion of design in June of 2024 is included in the latter sections of this proposal.

Following an in person kick off meeting with District staff, Dudek will conduct field investigation to take photos and measurements of the existing alignment. Dudek will utilize local sub consultants to develop project background information including a geotechnical investigation (Gecon, Inc), survey (NV5), and potholing of utility crossings (CVPipeline). Based on the acquired background information, Dudek will prepare a preliminary horizontal sewer alignment (30% Design Submittal) for review and acceptance by the District. After District comments are incorporated into the preliminary alignment and the alignment has been accepted, Dudek will prepare 90% and 100% design document submittals.

Based on the size, purpose, and location of the project within existing paved areas we believe the project is categorically exempt from CEQA. We have included a task to have Dudek environmental staff validate this assumption based on the proposed alignment and assist the District in preparation of a Notice of Exemption (NOE) for the project.

Figure 1: Sewer Replacement Location

Item 21.

Coachella Sanitary District Tyler Street Sewer Capacity Improvements 2 Dudek’s project manager, Ian Crano, PE, will serve as the point of contact for the District and Charles Greely, PE, will provide project oversight as the project Principal. This letter outlines our anticipated scope to provide engineering design services for the subject project and includes our assumptions of the level of effort required.

Scope of Work
Task 1: Project Management and Meetings
 Preparation of monthly invoices and progress reports.  Monthly budget and schedule tracking.
 Regular communication between the Dudek project manager, District, and project team.  Facilitation of quality control reviews for deliverables.  Meetings:
- Kickoff Meeting: In person kick off meeting including Dudek project manager, project engineer and appropriate District engineering, management, and operations staff. The meeting will be followed by a site visit.
- 30% design review meeting: Zoom meeting to review the 30% design submittal and District comments.
- 90% design review meeting: Zoom technical report meeting to review the 90% design submittal and District comments.

Deliverables:
 Meeting agendas in hard copy format for in person meetings and PDF for online meetings.  Meeting minutes in PDF format for all meetings.

Task 2: Data Request and Review
 Review sewer as-built drawings.
 Perform utility research in the vicinity of the project.  Geotechnical investigation and report.
 Survey of the proposed alignment.
 Potholing of utility crossings.

Deliverables:
 Geotechnical Report in PDF format.
 Pothole Report in PDF format.

Assumptions:
 Fifteen (15) pothole locations are assumed.

Task 3: Engineering Design Services
 Prepare a preliminary design submittal including 30% drawings showing the proposed horizontal sewer alignment, technical specifications table of contents with proposed specification sections, and construction cost estimate (Class 4).

Item 21.

Coachella Sanitary District Tyler Street Sewer Capacity Improvements 3  Prepare a 90% design submittal based on comments provided by the District on the 30% design comments, including the following:
- 90% drawings including general, civil (plan and profile), and detail sheets. - 90% technical specifications. The specifications will be provided in Construction Specifications Institute (CSI) format. Dudek will utilize the District’s “front-end” Contract Documents, Division 1 specifications (if available), and other related District specifications. - 90% construction cost estimate (Class 3).
- CEQA exemption verification and assistance in District preparation of NOE.  Prepare a 100% design submittal based on comments provided by the District on the 90% design comments, including the following:
- 100% design drawings.
- 100% technical specifications.
- 100% construction cost estimate (Class 2).
 Prepare bid ready documents based on the accepted 100% design submittal, including the following:
- Final drawings including general, plan and profile, and detail sheets. - Final technical specifications.
- Final construction cost estimate (Class 2).

Deliverables:
 30% Design drawings in PDF format.
 90% Design drawings, 90% specifications, and 90% construction cost estimates, in PDF format.  100% Design drawings, 100% specifications, and 100% construction cost estimates, in PDF format.  Bid ready design drawings and specifications in PDF format. Native files will be provided.  Comment logs with responses for each submittal in PDF format.

Assumptions:
 District review of submittals is assumed to take 2 weeks, and all review comments for each project submittal will be provided to Dudek in a single consolidated document.  Hydraulic modeling is not a part of the project scope.  No new easements, temporary or construction easements, are anticipated or included as part of the scope of work at this time, but may be included through an addendum if requested.  Front-end contract documents will be coordinated and provided by the District.  It is assumed that the contractor will prepare the project SWPPP and be responsible for preparing and implementing traffic control drawings.

Task 4: Bid Support
• Attend Pre-bid meeting.
• Respond to bidder Requests for Information (RFI’s).
• Prepare conformed drawing and specifications.

Deliverables:
 Conformed design drawings and specifications in PDF format. CAD files will be provided.

Item 21.

Coachella Sanitary District Tyler Street Sewer Capacity Improvements 4 Assumptions:
 It is assumed the pre-bid meeting will be held in person.  Up to five (5) RFI’s are assumed during the bid phase.

Task 5: Engineering Support During Construction
• Attend Pre-construction meeting.
• Respond to Contractor provided RFI’s.
• Review construction submittals.
• Prepare conformed drawing and specifications.

Deliverables:
 Record drawings in PDF format. CAD files will be provided.

Assumptions:
 It is assumed the pre-construction meeting will be held in person.  Up to five (5) RFI’s are assumed during the construction phase.  Up to ten (10) original submittals, including one resubmittal for each, are assumed during construction.

Item 21.

Coachella Sanitary District Tyler Street Sewer Capacity Improvements ScheduleDudek proposes the following draft project schedule.

Item 21.

Coachella Sanitary District Tyler Street Sewer Capacity Improvements Fee The table below summarizes the anticipated level of effort for each task.

Total Time and Materials Not to Exceed.............................................................................................$142,808.00 Project Team Role: PIC - QA/QC Project
Man ager CEQA
Project
En gin eer
Geotechn ical Su rvey Potholin g
Team Member: C. Greely I. Crano A. Hardy H. Markle TOTAL DUDEK

DUDEK LABOR
Geocon NV5 CV Pipelin e

OTHER DIRECT
Billable Rate : $315 $271 $227 $205 HOURS COSTS Fee Fee Fee COSTS TOTAL FEE Task 1 Project Managemen t an d Meetin gs

1.1 Project Management and Coordination 8 8 2,168$ 2,168$ 1.2 Kickoff Meeting & Site Visit 8 12 20 4,628$ 210$ 4,838$

1.3 Submittal Review Meetings 2 2 6 10 2,402$ 2,402$
Subtotal Tas k 1 2 18 0 18 38 $ 9,198 $ - $ - $ - $ 210 $ 9,408 Task 2 Data Reques t an d Review

2.1 Data Request and Review 2 24 26 5,462$ 5,462$ 2.2 Geotechnical Investigation 1 1 271$ 21,131$ 21,402$ 2.3 Survey 1 1 271$ 15,140$ 15,411$ 2.4 Potholing 1 4 5 1,091$ 6,883$ 7,974$ Subtotal Tas k 2 0 5 0 28 33 $ 7,095 $ 21,131 $ 15,140 $ 6,883 $ - $ 50,249 Task 3 En gin eerin g Des ign Services

3.1 30% Design Submittal 1 8 40 49 10,683$ 10,683$

3.2 90% Design Submittal 2 24 120 146 31,734$ 31,734$ 3.3 CEQA Exemption Determination 1 10 11 2,406$ 2,406$ 3.4 100% Design Submittal 1 12 24 37 8,487$ 8,487$ 3.5 Bid Documents 1 2 8 11 2,497$ 2,497$ Subtotal Tas k 3 5 47 10 192 254 $ 55,807 $ - $ - $ - $ - $ 55,807 Task 4 Bid Su pport Services

4.1 Pre-Bid Meeting 8 8 16 3,808$ 210$ 4,018$

4.2 Response to Bidder Questions 2 10 12 2,592$ 2,592$ 4.3 Conformed Drawings and Specifications 1 2 8 11 2,497$ 2,497$ Subtotal Tas k 4 1 12 0 26 39 $ 8,897 $ - $ - $ - $ 210 $ 9,107 Task 5 En gin eerin g Su pport Du rin g Con stru ction

5.1 Preconstruction Meeting 8 8 16 3,808$ 210$ 4,018$

5.2 Submittal Reviews 8 30 38 8,318$ 8,318 $ 5.3 RFI's 5 10 15 3,405$ 3,405$ 5.4 Record Drawings and Specifications 1 2 8 11 2,497$ 2,497$ Subtotal Tas k 5 1 23 0 56 80 $ 18,028 $ - $ - $ - $ 210 $ 18,238 Total Hours and Fee without Options 9 105 10 320 444 $ 99,025 $ 21,131 $ 15,140 $ 6,883 $ 630 $ 142,808 Dudek Labor Hours an d Rates Su bcons u ltan t Fees

Item 21.

Coachella Sanitary District Tyler Street Sewer Capacity Improvements Closing
We appreciate the Coachella Sanitary District’s consideration of the above proposal. Should you have any questions please reach out to Ian Crano at 760.479.4163 or [email protected]. We look forward to continuing our work with the District.

Sincerely,
Ian Crano, P.E.

Project Manager
DUDEK

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Item 21.

STAFF REPORT
1/24/2024
TO: Honorable Mayor and City Council Members
FROM: Maritza Martinez, Public Works Director
SUBJECT: Approve Amendment No. 1 to West Coast Arborists increasing compensation by $32,000 for the pruning and vegetation removal at the city owned property located at 89711 Peter Rabbit Lane, Coachella; approve allocation from undesignated general fund reserves to the building maintenance division for $57,000.

STAFF RECOMMENDATION:

Approve Amendment No. 1 to West Coast Arborists increasing compensation by $32,000 for the pruning and vegetation removal at the city owned property located at 89711 Peter Rabbit Lane, Coachella; approve allocation from undesignated general fund reserves to the building maintenance division for $57,000.

EXECUTIVE SUMMARY:

In 2023, the City acquired a property located at 89711 Peter Rabbit Lane (Coachella); the Hidden Harvest property. This property has significant vegetation overgrowth. To improve the city’s ability to secure this site staff is recommending: 1) removal of the overgrown vegetation and 2) installation of four (4) solar lights at the entrance points to the property. The cost to complete the pruning and vegetation removal is $32,000. The cost to install outdoor security lighting is $25,000.

To address the needed pruning/overgrowth staff is requesting approval of the attached Amendment No. 1 with West Coast Arborist increasing the awarded compensation by $32,000; an existing oncall city contractor can complete the solar lighting.

FISCAL IMPACT:

The recommended action will have a financial impact. Staff is requesting approval of an allocation of $57,000 from undesignated general fund reserves to the building maintenance division to allow for completion of these tasks.

Attachments:

Proposed Amendment No. 1

Item 22.
1 ORANGE\CCAMPOS\34530. 1 BBK: MARCH 2007
Amendment No. 1 to the Maintenance Services Agreement
Between the City of Coachella
and
West Coast Arborist, Inc (WCA)

1. Parties And Date.

This Amendment No. 1 to the Maintenance Services Agreement ("Amendment No.1 ") is made and entered into this 24t h day of January, 2024 by and between the City of Coachella ("City") and West Coast Arborist, Inc., ("Contractor"). City and Contractor are sometimes individually referred to as "Party" and collectively as "Parties" in this Amendment No.1.

2. Recitals.

2.1 Agreement. City and Contractor entered into that certain Agreement for Citywide Tree Trimming Maintenance Services Agreement Project 050922 ("Agreement"), entered into on June 22, 2022.

2.2 Amendment. City and Contractor desire to amend the Agreement for the first time to amend the term of the Agreement as set forth in this Amendment No. 1.

3. Amendments.

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

3.3.1 Compensation. Contractor shall receive compensation, including authorized reimbursements, for all Services rendered under this Agreement at the rates set forth in Exhibit ”C” attached hereto and incorporated herein by reference. The total compensation shall not exceed Nine Hundred Thousand Thirty Two Dollars and Zero Cents ($932,000.00) without written approval of City’s City Council. Extra Work may be authorized, as described below, and if authorized, will be compensated at the rates and manner set forth in this Agreement.

3.2 Continuing Effect of Agreement. Except as amended by this Amendment No.1, all provisions of the Agreement shall remain unchanged and in full force and effect. From and after the date of this Amendment No.1, whenever the term "Agreement" appears in the Agreement, it shall mean the Agreement as amended by this Amendment No.1.

3.3 Adequate Consideration. The Parties hereto irrevocably stipulate and agree that they have each received adequate and independent consideration for the performance of the obligations they have undertaken pursuant to this Amendment No.1.

3.4 Counterparts. This Amendment No.1 may be executed in duplicate originals, each of which is deemed to be an original, but when taken together shall constitute but one and the same instrument.

Item 22.
2 ORANGE\CCAMPOS\34530. 1 BBK: MARCH 2007
IN WITNESS WHEREOF, the parties have executed this Amendment.No.1 as of the date first written above.

THE CITY OF COACHELLA WEST COAST ARBORIST INC
By: _________________________ By:__________________________ Gabriel D. Martin, PhD
City Manager
Attest:
____________________________
City Clerk
Approved as to Form:
____________________________
Carlos Campos, City Attorney

Item 22.

STAFF REPORT
1/24/2024
TO: Honorable Mayor and City Council Members
FROM: Dr. Gabriel Martin, City Manager
SUBJECT: Authorize a Sponsorship in the Amount of $5,000 to the DAP Health – 30th Annual Steve Chase Humanitarian Awards
STAFF RECOMMENDATION:

Staff recommends that the City Council authorize a sponsorship in the amount of $5,000 to purchase a table at the DAP Health – 30th Annual Steve Chase Humanitarian Awards on March 30, 2024 at the Palm Springs Convention Center. Council Member Dr. Figueroa will be receiving an award during this event.

BACKGROUND:

DAP Health mission’s is to enhance and promote the health and well-being of our community.

DAP Health was founded in 1984 by a group of community volunteers in the face of the AIDS crisis, DAP Health has been the Coachella Valley’s primary not-for-profit resource for those living with, affected by, or at-risk for HIV or AIDS. Today, it is a Federally Qualified Health Center (FQHC) with the goal of improving the overall health of our entire community, especially the disenfranchised. DAP Health provides comprehensive, culturally competent, quality primary and preventative health care services including; primary medical care, HIV and Hepatitis specialty care, dentistry, behavioral health and social services all-under-one-roof.

DISCUSSION/ANALYSIS:

The DAP Health Steve Chase Humanitarian Awards was created and named after the late, worldrenowned interior designer Steve Chase who was an early DAP Health donor, volunteer and board member. The award ceremony is to celebrate and honor those volunteers and humanitarians that help to remove roadblocks to quality care and supportive services for their neighbor, friends and all residents of the Coachella Valley to ensure that everyone may live life to their full potential.

During this ceremony, Council Member Dr. Figueroa will be honored and recognize for all his hard work and humanitarian efforts to provide access to quality and lifesaving health care services and resources to the residents of the City of Coachella.

Item 23.

FISCAL IMPACT
The recommended action will have no fiscal impacts to the General Funds and will come from the General Fund (101) Sponsorship for Fiscal Year 2023-24.

ATTACHMENTS:

1. Event Prospectus

Item 23.

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MARCH 30, 2024 | PALM SPRINGS CONVENTION CENTER Page 341 Item 23.

Thanks to the expertise it has earned over nearly 40 years of demonstrable success, DAP Health today enjoys an international reputation as a unique, advocacy-based health care non-profit that changes — and often literally saves — the lives of countless members of our community.

Since 1994, DAP Health’s beloved and highly anticipated annual event The Chase (AKA The Steve Chase Humanitarian Awards) has honored world health leaders and featured stellar entertainers, raising tens of millions of dollars on behalf of its patients and clients.

Created by (and named after) the late, world-renowned interior designer Steve Chase — an early DAP Health donor, volunteer, and board member who worked touring the globe but loved Palm Springs best — this glittery gala is a golden star on the desert’s social calendar.

It’s one you surely don’t want to miss…
MARCH 30, 2024 | PALM SPRINGS CONVENTION CENTER Page 342 Item 23.

MARCH 30, 2024 | PALM SPRINGS CONVENTION CENTER Page 343 Item 23.

PLATINUM SPONSOR $100,000
2 OPPORTUNITIES AVAILABLE
• Curated suite of benefits including 3 premium
tables, all listed benefits at the Producer Sponsor level and customized benefits to meet individual sponsor
recognition needs.

PRODUCING SPONSOR $50,000
• Name and/or logo listed as Producing Sponsor
in select event communications and promotional
materials, including social media, print media, and
event website
• Name acknowledged from the stage
• Name and/or logo listed in event multimedia and
signage
• Featured listing in the weekly DAP Health Insights
email (value: 21,000 impressions per week) and
Revivals REV Club email (value: 20,000 impressions
per week)
• Inclusion in DAP Health magazine story about the
2023 Chase - 20,000 impressions
• 2 premium tables
• Name and/or logo listed on DAP Health digital
marquee at Sunrise & Vista Chino for 20 days
(value: 77,000 impressions per month)
• 1 podcast / radio / Facebook Live interview
• Expedited auction checkout
MAJOR SPONSOR $25,000
• Name and/or logo listed as Major Sponsor in select
event communications and promotional materials,
including social media, print media, and event website
• Name acknowledged from the stage
• Name and/or logo listed in event multimedia and
signage
• Featured listing in the weekly DAP Health Insights
email (value: 21,000 impressions per week) and
Revivals REV Club email (value: 20,000 impressions
per week)
• 2 preferred tables
• Name and/or logo listed on DAP Health digital
marquee at Sunrise & Vista Chino for 10 days
(value: 77,000 impressions per month)
• Expedited auction checkout
STAR SPONSOR $17,500
• Name and/or logo listed as Star Sponsor in select
event communications and promotional materials,
including social media, print media, and event
website
• Name and/or logo listed in event multimedia and
signage
• 12 preferred individual tickets
• Name and/or logo listed on DAP Health digital
marquee at Sunrise & Vista Chino for 7 days
(value: 77,000 impressions per month)
SUPPORTING SPONSOR $12,500
• Name and/or logo listed as Supporting Sponsor
in select event communications and promotional
materials, including social media, print media, and
event website
• Name and/or logo listed in event multimedia and
signage
• 10 preferred individual tickets
BENEFACTOR SPONSOR $6,000
• Name and/or logo listed as Benefactor Sponsor
in select event communications and promotional
materials, including social media, print media, and
event website
• 4 individual tickets
PATRON SPONSOR $3,000
• Name and/or logo listed as Patron Sponsor in select
event communications and promotional materials,
including social media, print media, and event website
• 2 individual tickets
DAP Health...
is Health Care
MARCH 30, 2024 | PALM SPRINGS CONVENTION CENTER
Packets may be customized upon discussion based on sponsor interest

Item 23.

FIRST NAME LAST NAME

ORGANIZATION

BILLING ADDRESS

CITY STATE ZIP

TELEPHONE EMAIL
Your information
* AMEX * DISCOVER * MASTERCARD * VISA

CREDIT CARD NUMBER EXP DATE CVV CODE
* Please charge my credit card in the amount of $
* Enclosed please find my check in the amount of $
* Please contact me regarding making a donation to the silent auction Your payment
To submit your form, please: SCAN/EMAIL to [email protected] or MAIL to DAP Health, Attn: James Lindquist, 1695 North Sunrise Way, Palm Springs, CA 92262 DAP Health is a 501(c)(3) organization
Tax ID #33-0068583
Your non-tax-deductible portion is $200 per ticket.

The Chase
* Platinum Sponsor $100,000
* Producing Sponsor $50,000
* Major Sponsor $25,000
* Star Sponsor $17,500
* Supporting Sponsor $12,500
* Benefactor Sponsor $6,000
* Patron Sponsor $3,000
2024 SPONSORSHIP REPLY FORM
THE 30TH STEVE CHASE

HUMANITARIAN AWARDS

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Item 24.
80237.00004\41951984.1

STAFF REPORT
1/24/2024
TO: Honorable Mayor and City Council Members
FROM: Best Best & Krieger, LLP, City Attorney
SUBJECT: Amendment No. 1 to the Employment Agreement between the City of Coachella and Dr. Gabriel Martin

STAFF RECOMMENDATION
Staff recommends that the City Council consider the approval of Amendment No. 1 to the Employment Agreement between the City of Coachella and Dr. Gabriel Martin.

BACKGROUND
The City of Coachella is a general law city that operates under the council-manager form of government. Under this form of government, the City Council acts as the board of directors and sets policy for the City, while the City Manager acts as the chief executive officer of the organization and carries out the policies of the governing body.

The City Manager implements the decisions of the City Council, manages the day-to-day operations of the City, ensures municipal services are delivered efficiently and effectively, hires and fires employees and works to protect the health, safety and welfare of the City.

On May 26, 2021 the City Council approved an Employment Agreement with Dr. Martin, attached hereto as Exhibit B. The 2021 Employment Agreement provides for a two-year term with the potential for two one-year extensions. Before the City Council today is a first amendment to the City Manager’s Employment Agreement.

DISCUSSION
Dr. Martin has been the City of Coachella’s City Manager since 2021. Previously, he was the City’s Economic Development Director and the City’s Economic Development Manager. Prior to Dr. Martin’s employment with the City he previously served as a Project Manager, Program Manager, Administrative Services Analyst, and Industry Sectors and Community Liaison for various governmental organizations such as the County of San Bernardino, City of Redmond, Riverside County Flood Control and Water Conservation District and Riverside County Economic Development Agency.

Item 25.
80237.00004\41951984.1
Dr. Martin holds a Doctorate in Public Administration; a Master’s degree in Public Administration; and a Bachelor’s degree in Economics and Business Administration. Dr. Martin has also completed a Project Management Certification Program and has acquired over fifteen years of work experience in the public sector.

The proposed Amendment No. 1 to the Employment Agreement with Dr. Martin is attached to the Staff Report as Exhibit A. Amendment No. 1 would make certain revisions to Dr. Martin’s 2021 Employment Agreement. Amendment No. 1 provides for a new three year term with two optional one year extensions. Other terms of the proposed Amendment No. 1 to the Employment Agreement include the following:
 Three (3) year term commencing January 1, 2024 and continuing for three (3) years.

Thereafter it provides for two (2) optional one (1) year extensions upon the same terms.  Annual base salary of 287,000.
 Based on City Manager’s annual performance evaluation, at the discretion of the City Council, the City Manager may be awarded a yearly cost of living allowance (“COLA”) in an amount not to exceed seven percent (7%). Any COLA granted by City Council shall be added to the City Manager’s base salary.
 City Manager shall initiate his evaluation in May each year under City Council procedures, or as otherwise directed by the City Council.
 City Manager shall also receive a one-time lump sum payment in the amount of $16,100.  On separation from City employment, the City Manager shall be paid for all unused accrued leave balances, including balances as to vacation, sick leave, administration leave, floating holidays, and other outstanding accrued leave balances, if any.  The establishment and funding by the City of a qualified pension plan pursuant to Section 401(a) of the Internal Revenue Code with an annual contribution of 5% of the City Manager’s annual compensation.
 For termination without case, the City Manager shall be receive reimbursement for the costs of City Manager’s COBRA health insurance premiums for nine (9) months following City Manager’s termination or until City Manager finds other employment, whichever occurs first.
 Except as otherwise expressly provided in Amendment No. 1, the remaining provisions of the 2021 Employment Agreement shall continue in full force and effect.

FISCAL IMPACT
The annual base salary of $287,000 plus the lump sum payment of $16,100 and benefits as outlined in Amendment No. 1 to the Employment Agreement.

Item 25.
80237.00004\41951984.1

ALTERNATIVE(S)
Provide alternative direction.

ATTACHMENTS
A. Amendment No. 1 to the Employment Agreement Between the City of Coachella and Dr.

Gabriel Martin.

B. City Manager Employment Agreement Between the City of Coachella and Dr. Gabriel Martin (Dated May 26, 2021).

Item 25.
80237.00810\41951145.1
AMENDMENT NO. 1 TO EMPLOYMENT AGREEMENT
BETWEEN CITY OF COACHELLA AND DR. GABRIEL MARTIN
The EMPLOYMENT AGREEMENT between Dr. Gabriel Martin (hereinafter referred to as City Manager”) and the CITY OF COACHELLA, a municipal corporation of the State of California (hereinafter referred to as “City”) dated May 26, 2021 (“Agreement”), is hereby amended as provided in this Amendment No. 1 (“First Amendment”). This First Amendment is made and entered into this ____ day of January, 2024 (“Effective Date”). The above parties may be individual referred to as “Party” and collectively referred to as the “Parties.”

RECITALS
A. The Parties entered into the Agreement in order to memorialize the terms of his employment as City Manager;
B. The Parties now desire to amend the Agreement in order to revise specified provisions based on mutually agreed terms; and
C. This First Amendment is authorized pursuant to Sections 4 and 11 of the Agreement.

NOW, THEREFORE, in consideration of the respective and mutual covenants hereinafter contained and made, and subject to all the terms and conditions hereof, the Parties agree as follows:

TERMS
I. Recitals and Incorporation of Prior Agreements: The Recitals set forth above are true and correct and are made a part of this First Amendment. The Agreement is incorporated herein by reference and attached hereto as Attachment “1.” II. Section 4 of the Agreement, Salary, is hereby amended as follows:

Beginning as of the Effective Date of the First Amendment, City Manager’s base salary shall be Two Hundred and Eighty Seven Thousand Dollars ($287,000) per fiscal year, subject to any and all legally necessary taxes and withholdings. City Manager’s salary shall be payable in installments at the same time as other employees of the City are paid. Any increase in salary must be expressly memorialized by written amendment.

City shall also pay City Manager a one-time lump sum payment in the amount of Sixteen Thousand and One Hundred Dollars ($16,100), subject to any and all legally necessary taxes and withholdings, within thirty days of the execution of this First Amendment by all Parties.

Based on City Manager’s annual performance evaluation, at the discretion of the City Council, City Manager may be awarded a yearly cost of living allowance (“COLA”) in an amount not to exceed seven percent (7%). Any COLA granted by City Council shall be added to the City Manager’s base salary.

Item 25.
80237.00810\41951145.1
III. Section 5 of the Agreement, Benefits, and specifically Subsection D. thereof, Limitations on CalPERS Contributions / Other Retirement / Administrative Leave, is hereby amended as follows:

D. Limitations on CalPERS Contributions/ Other Retirement/ Administrative Leave. City Manager expressly agrees that he shall pay the full employee share of his CalPERS pension contribution, regardless of any agreement or benefit level provided to other employees at the City. The City Manager also expressly agrees to pay 2% of the City’s share of his CalPERS pension contribution, regardless of any agreement or benefit level provided to other employees at the City. City will adopt and establish a qualified pension plan pursuant to Section 401(a) of the Internal Revenue Code for the benefit of City Manager (or some other plan as allowed by law) and will annually contribute into the qualified plan account, in City Manager’s name, an amount equal to five percent (5%) of City Manager’s annual compensation. City shall be responsible for all expenses associated with the Section 401(a) plan (or other applicable plan) account during the remaining term of the Agreement, as amended by this First Amendment, including but not limited to administrative services fees and commissions.

IV. Section 6 of the Agreement, Term, is hereby amended as follows:

A. Term. Subject to the termination provisions in Section 7 of this Agreement, the term of the Agreement shall be extended, such that it commences on January 1, 2024 and shall continue for three (3) years thereafter (“Amended Term”).

B. Succeeding Terms. At the conclusion of the Amended Term, this Agreement shall automatically renew for an additional one year term (“the First Succeeding Term”). If the City Council does not want a Succeeding Term, it must provide City Manager written notice of its intent not to renew at least thirty (30) calendar days before the completion of the Amended Term. Without such notice, the First Succeeding Term will automatically begin upon the completion of the Amended Term.

At the conclusion of the First Succeeding Term, if applicable, this Agreement shall automatically renew for an additional one year term (the “Second Succeeding Term”). If the City Council does not want a Second Succeeding Term, it must provide the City Manager written notice of its intent not to renew at least thirty (30) calendar days before the completion of the First Succeeding Term. Without such notice, the Second Succeeding Term will automatically begin upon the completion of the First Succeeding Term.

Other than the two Succeeding Terms, no other automatic renewal is available under this Agreement.

V. Section 7 of the Agreement, Termination of Agreement and Severance Pay, and specifically Subsection C. thereof, Termination With or Without Cause, is hereby amended as follows:

Item 25.
80237.00810\41951145.1
(1) Without Cause – Severance. The City Council may terminate City Manager at any time, regardless of his ability to perform his duties, upon payment of a severance equal to the lesser of: (1) payment equal to two hundred and seventy (270) days of the City Manager’s then applicable based salary; or (2) payment equal to the unexpired Term of this Agreement as described in Section 6 above (“Severance Payment”). City shall also provide Employee reimbursement for the costs of Employee’s COBRA health insurance premiums for nine (9) months following Employee’s termination or until Employee finds other employment, whichever occurs first. The monthly COBRA reimbursement amount shall not exceed the amount paid for Employee’s health insurance premiums at the time of his termination. The Severance Payment is contingent upon City Manager executing a release of liability similar to the exemplar attached as Exhibit “B” to the Agreement. If City Manager fails or refuses to provide City with a release of liability, the Council may release City Manager without cause without Severance Payment.

VI. Section 7 of the Agreement, Termination of Agreement and Severance Pay, and specifically Subsection F. thereof, Leave Balances, is hereby amended as follows:

F. Leave Balances. On separation from City employment, the City Manager shall be paid for all unused accrued leave balances, including balances as to vacation, sick leave, administration leave, floating holidays, and other outstanding accrued leave balances, if any, including any other accrued leave balances that either must be paid upon separation under applicable law or under the applicable terms of this Agreement. In the alternative, the City Manager may apply some or all of such leave time to service credit for retirement purposes, if permitted by PERS under applicable laws, rules and regulations.

Accumulated leave balances shall be paid at the City Manager’s hourly salary rate at the effective date of separation. In the event the City Manager dies while employed by the City under this Agreement, the City Manager’s beneficiaries or those entitled to the City Manager’s estate, shall be entitled to the City Manager’s earned salary, and any in-lieu payments for accrued benefits, including compensation for the value of all accrued leave balances that either must be paid upon separation under applicable law or under the applicable terms of this Agreement.

VII. Section 8 of the Agreement, Performance Reviews; Goals, Objectives and Priorities, and specifically Subsection A. thereof, is hereby amended as follows:

A. Annual performance evaluations are an important way for the City Council and City Manager to ensure effective communications regarding expectations and performance. Accordingly, the City Council shall review and evaluate the performance of City Manager on an annual basis, or more frequently if the City Council so desires at its discretion. The evaluation shall be in accordance with specific criteria developed jointly by the City Council and City Manager. Such criteria may be added to or deleted as the City Council may from time to time determine in consultation with City Manager. City Manager shall initiate the evaluation in May each year under City Council procedures, or as otherwise directed by the City Council.

VIII. Remaining Provisions: Except as otherwise expressly provided herein, the

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remaining provisions of the Agreement shall continue in full force and effect.

IN WITNESS WHEREOF, the Parties have executed this Amendment No. 1 as of the Effective Date first written above.

CITY OF COACHELLA CITY MANAGER
_____________________ _____________________
Steven Hernandez Dr. Gabriel Martin
Mayor City Manager
ATTEST:
_______________________
Angela M. Zepeda
City Clerk
APPROVED AS TO FORM:
_______________________
Carlos Campos
Best Best & Krieger LLP
City Attorney

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CITY MANAGER EMPLOYMENT AGREEMENT BETWEEN
THE CITY OF COACHELLA AND DR. GABRIEL MARTIN
This AGREEMENT (hereinafter referred to as “ Agreement”) is made and entered into between Dr. Gabriel Martin ( hereinafter referred to as “ City Manager”) and the CITY OF COACHELLA, a municipal corporation of the State of California ( hereinafter referred to as City”), in order to provide, in writing, the terms and conditions for management services by the City Manager of City. City and City Manager are sometimes referred to herein individually as Party” and collectively as “ Parties.”

RECITALS
1) The City requires the services of a City Manager, and the City Council of the City City Council”) desires to employ the City Manager in that position. 2) The City Manager has the necessary education, experience, skills, and expertise to serve as the City’s City Manager.
3) The Parties desire to execute this Agreement pursuant to the authority of and subject to the provisions of Government Code Section 53260, et seq. 4) In consideration of these recitals and the performance by the by the Parties of the promises, covenants, and conditions herein contained, the Parties agree as provided in this Agreement.

TERMS
NOW, THEREFORE, the Parties hereto agree as follows:

1. Employment
The City hereby agrees to employ the City Manager, and the City Manager agrees and does accept employment upon the terms and conditions set forth herein.

2. Duties and Obligations of City Manager
A. The City Manager hereby agrees to perform the functions and duties of City Manager, as specified in the City’ s ordinances, the City’ s municipal code (“ Municipal Code”), City policies and procedures approved by the City Council, and in state law, and to perform such other duties and functions as the City Council shall from time to time assign. Specifically, the City Manager is obligated to know and execute the duties and responsibilities of the City Manager as set forth in section 2.12, and perform his duties consistent with the Code of Ethics set forth in section 2.64 of the Municipal Code. The City Manager further agrees to perform all such functions and duties to the best of his ability and in an efficient and competent manner.

B. The City Council shall also designate the City Manager as the executive director, general manager or similar title of other City-related legal entities. Such other legal entities include

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the City’ s financing authorities and utility agencies and could include certain joint powers authorities when applicable.

C. The City Manager is a full-time exempt employee, but is expected to engage in those hours of work that are necessary to fulfill the obligations of the City Manager’ s position.

The City Manager does not have set hours of work, as the City Manager is expected to be available at all times. It is recognized that the City Manager must devote a great deal of time to the business of the City outside of the City’ s customary office hours, and to that end the City Manager’ s schedule of work each day and week shall vary in accordance with the work required to be performed. The City Manager shall spend sufficient hours on site to perform the City Manager’ s duties; however, the City Manager has discretion over the City Manager’ s work schedule and work location.

D. The Parties mutually desire that the City Manager be subject to and comply with the International City Management Association (“ ICMA”) Code of Ethics, attached hereto as Exhibit “A” and incorporated herein by reference. The City Manager commits to comply with the ICMA Code of Ethics.

E. The City Manager shall administer and enforce policies established by the City Council, and promulgate rules and regulations as necessary to implement City Council policies.

F. The City Manager shall attend all meetings of the City Council, unless excused.

The Mayor shall have the authority on behalf of the City Council to excuse the City Manager from meetings. The City Manager shall also take part in the discussion of all matters before the City Council during meetings he attends, and the City Manager shall receive notice of all regular and special meetings of the City Council.

G. Consistent with the Municipal Code, state law and the City Council Manual of Procedures, the City Manager shall review all agenda documents before preparing the agenda for any regular or special meetings of the City Council.

H. The City Manager shall direct the work of all elective and appointive City officers and departments that are the concern and responsibility of the City Council, except those that are directly appointed by or report directly to the City Council.

I. The City Manager will focus his professional time, ability, and attention to City business during the term of this Agreement. The City Manager shall not engage in any other business duties or pursuits whatsoever or, directly or indirectly, render any services of a business, commercial, or professional nature to any other person or organization, whether for compensation or otherwise, without the prior consent of Council, except that:
1) The expenditure of reasonable amounts of time not in conflict with the City’s needs and interests, for educational, charitable, community, and professional activities, shall not be deemed a breach of this Agreement and shall not require prior consent. 2) This Agreement shall not be interpreted to prohibit the City Manager from making passive personal investments or conducting private business affairs if those activities do not materially interfere with the services required under this Agreement.

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J. All data, studies, reports and other documents prepared by the City Manager while performing his duties during the term of this Agreement shall be furnished to and become the property of the City, without restriction or limitation on their use.

K. All ideas, memoranda, specifications, plans, procedures, drawings, descriptions, computer program data, input record data, written information, and other materials either created by or provided to the City Manager in connection with the performance of this Agreement shall be held confidential by the City Manager. Such materials shall not, without the prior written consent of the Council, be used by the City Manager for any purposes other than the performance of his duties. Nor shall such materials be disclosed to any person or entity not connected with the performance of services under this Agreement, except as required by law.

3. General Obligations of the City
A. The City shall, as outlined within this Agreement, provide the City Manager with staff, office equipment, supplies, automobile allowance, and all other facilities and services reasonably determined by the City Council to be necessary for the performance of the City Manager’ s duties and within the City’ s budget constraints.

B. The City Council recognizes that to meet the challenges facing the City they must exercise decisive policy leadership. As one step in carrying out this leadership responsibility, the City Council commits within the City’s budget constraints to spend time each year outside of regular City Council meetings to work with the City Manager and staff on setting goals and priorities for the City government, and to work on issues that may be inhibiting the maximal achievement of City goals.

C. The City Council agrees that any criticism of a City staff member shall be done privately through the City Manager.

4. Salary
The City Manager’ s base salary shall be Two Hundred Thirty Thousand Dollars ($ 230, 000) per fiscal year, subject to any all legally necessary taxes and holdings. The City Manager’ s salary shall be payable in installments at the same time as other employees of the City are paid. Any increase in salary must be expressly memorialized by written amendment.

5. Benefits
A. Automobile Allowance. The City shall pay City Manager an automobile allowance in exchange for the City Manager securing a personal vehicle to be used for City business or functions during, before, and after normal work hours. The automobile allowance shall be $500 per month. City Manager shall be responsible for the costs of operation, repair, maintenanc e, and liability, property damage and comprehensive insurance for such personal vehicle. By the City Manager making the City Manager’ s personal automobile available for use, the City Manager is not precluded from using City vehicles for City business during, before, and after the normal workday on occasion, when appropriate.

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B. ICMA Dues/ Other Professional Development. The City agrees to budget and pay the City Manager’ s annual dues for membership in ICMA. In addition, the City agrees, subject to the City’ s budget constraints and advance approval of Council, to pay expenses and allow City time for the following: (1) conference and meeting attendance and selected training opportunities, including, but not limited to, those associated with ICMA, the League of California Cities, and other national, state, regional and/or local associations and organizations necessary and desirable for the good of the City and for the City Manager’ s continued professional development; ( 2) professional dues and subscriptions on behalf of the City Manager which are necessary for the City Manager’ s continuation and full participation in national, state, regional or local associations and organizations, including civic clubs or organization, necessary and desirable for the good of the City and for the City Manager’ s continued professional development; and ( 3) travel and subsistence expenses of the City Manager to pursue official and other functions for the City, including, but not limited to, national, state, regional and/ or local associations and organizations necessary and desirable for the good of the City and for the City Manager’ s continued professional development
C. Business Expenses. Within the City’s budget constraints and subject to adopted City policies, the City shall pay for or provide the City Manager reasonable reimbursement for all actual and necessary business expenses.

D. Limitations on CalPERS Contributions/ Other Retirement/ Administrative Leave.

City Manager expressly agrees that he shall pay the full employee share of his CalPERS pension contribution, regardless of any agreement or benefit level provided to other employees at the City.

The City Manager also expressly agrees to pay 2% of the City’s share of his CalPERS pension contribution, regardless of any agreement or benefit level provided to other employees at the City.

Further, while the City Manager may, in his discretion, contribute to a 457 or other similar retirement saving account established by the City, the City is under no obligation to provide any contribution or match, regardless of any agreement or benefit level provided to other employees at the City.

E. All Other Benefits. With the exception of such benefits as outlined specifically in this Section, the City shall provide the City Manager with other benefits, including but not limited to medical, disability, and retirement benefits, consistent with those benefits provided to the City’s other executive- level employees.

6. Term
A. Initial Term. Subject to the termination provisions in Section 7 of this Agreement, the term of this Agreement shall commence on June 4, 2021 and shall continue for two years thereafter. (“ Initial Term”).

B. Succeeding Terms. At the conclusion of the Initial Term, this Agreement shall automatically renew for an additional one year term (the “ First Succeeding Term”). If the City Council does not want a Succeeding Term, it must provide the City Manager written notice of its intent not to renew at least thirty (30) calendar days before the completion of the Initial Term.

Without such notice, the First Succeeding Term will automatically begin upon the completion of the Initial Term.

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At the conclusion of the First Succeeding Term, if applicable, this Agreement shall automatically renew for an additional one year term (the “Second Succeeding Term”). If the City Council does not want a Second Succeeding Term, it must provide the City Manager written notice of its intent not to renew at least thirty (30) calendar days before the completion of the First Succeeding Term. Without such notice, the Second Succeeding Term will automatically begin upon the completion of the First Succeeding Term.

Other than the two Succeeding Terms, no other automatic term renewal is available under this Agreement.

7. Termination of Agreement and Severance Pay
A. At-Will. Except as provided in Sections 7(C)(2) and 6(B), the Parties hereby expressly agree that the employment relationship established by this Agreement is at-will and that the City Manager shall serve at the will and pleasure of the City Council. Nothing in this Agreement, any statute, ordinance, or rule shall interfere with Council’ s right to terminate City Manager, without cause or right of appeal or grievance. City Manager agrees that this Agreement sets forth the only terms and conditions applicable to the termination of his employment and that the provisions of Section 2.12. of the Coachella Municipal Code are not applicable to City Manager, and he hereby waives any rights he would otherwise have thereunder.

B. Automatic Termination. This Agreement, and City Manager’ s employment, shall automatically terminate, and the City Manager shall not be entitled to any Severance Payment, upon the happening of any of the following events:
1) Upon mutual agreement in writing by both Parties to terminate this Agreement.
2) Upon forty-five ( 45) days notice of resignation given to City by the City Manager.
3) Upon retirement from full-time public service with the City pursuant to applicable PERS laws, rules and regulations. If the City Manager retires, the City Manager may provide six ( 6) months’ advance notice. The City Manager’ s actual retirement date will be mutually established.
4) Upon the death of the City Manager.
5) When the City Manager has been unable to perform all or substantially all of the essential functions of his position, with or without reasonable accommodation, due to illness, disability, or unavailability for whatever reason for a period of three (3) months.

C. Termination With or Without Cause. This Agreement, and City Manager’ s employment, may be terminated without prior notice at any time, with or without cause, by the Council by motion carried by a simple majority of its members. 1) Without Cause - Severance. The City Council may terminate City Manager at any time, regardless of his ability to perform his duties, upon payment of a severance equal to

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the lesser of: (1) payment equal to two hundred and seventy ( 270) days of the City Manager’ s then applicable base salary; or (2) payment equal to the unexpired Term of this Agreement as described in Section 6 above (“ Severance Payment”). City shall also provide Employee reimbursement for the costs of Employee’ s COBRA health insurance premiums for three ( 3) months following Employee’ s termination or until Employee finds other employment, whichever occurs first. The monthly COBRA reimbursement amount shall not exceed the amount paid for Employee’ s health insurance premiums at the time of his termination. The Severance Payment is contingent upon the City Manager executing a release of liability similar to the exemplar attached as Exhibit “B”. If the City Manager fails or refuses to provide the City with a release of liability, the Council may release the City Manager without cause without Severance Payment. 2) With Cause. In the event City Manager is terminated for cause, he shall not be entitled to any severance pay or benefits. “ Cause” shall include the following reasons:
a) Conviction of a crime, whether misdemeanor or felony. For purposes of this section, a plea of nolo contendere shall also be considered a conviction. b) Failure to follow a directive of the Council after written notice of said failure to City Manager approved by a simple majority of the City Council members. c) Failure to perform duties and responsibilities pursuant to the terms of this Agreement, the relevant City ordinances, municipal code, and other standards of professional conduct.
d) Continued abuse of non-prescription drugs or alcohol that materially affects the performance of the Manager’ s duties.
e) Repeated and protracted unexcused absences from the City Manager’ s office and duties
D. With Cause Procedure. In order to terminate for cause, the City Council must deliver to the City Manager a written statement of charges and its intent to terminate for cause.

Following delivery, the City Manager shall then have ten ( 10) calendar days to challenge the termination by setting forth his request to challenge in writing. Within such ten ( 10) day period, the City Manager may also demand a hearing upon the specifications. Failure to submit a written response or demand a hearing within the ten ( 10) calendar day period constitutes a waiver of the right. If a hearing is demanded, the hearing will be conducted in closed session. The City Manager may produce evidence and argument to the Council. If a written response is submitted but no hearing is demanded, the Council shall review its decision based upon the response. The Council’ s decision following review of the written response and/ or presentation at hearing shall be final and without right of appeal. The City Manager has no reinstatement rights.

E. Suspension. The Council may suspend the City Manager with full pay and benefits at any time, or without pay for a period of up to three weeks, at any time during the term of this Agreement, but only where a simple majority of the Council votes to suspend the City Manager.

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F. Leave Balances. On separation from City employment, the City Manager shall be paid for all unused accrued leave balances that either must be paid upon separation under applicable law or under the applicable terms of this Agreement. In the alternative, the City Manager may apply some or all of such leave time to service credit for retirement purposes, if permitted by PERS under applicable laws, rules and regulations. Accumulated leave balances shall be paid at the City Manager’ s hourly salary rate at the effective date of separation. In the event the City Manager dies while employed by the City under this Agreement, the City Manager’ s beneficiaries or those entitled to the City Manager’ s estate, shall be entitled to the City Manager’ s earned salary, and any in-lieu payments for accrued benefits, including compensation for the value of all accrued leave balances that either must be paid upon separation under applicable law or under the applicable terms of this Agreement.

8. Performance Reviews; Goals, Objectives and Priorities A. The Council will conduct a review of the City Manager’ s performance and consider any necessary adjustments to this Agreement at least every six (6) months. The six-month review and evaluation shall be in accordance with specific criteria developed jointly by the City Council and the City Manager. Such criteria may be added to or deleted as the City Council may from time to time determine in consultation with the City Manager.

B. Within forty-five (45) days of the effective date of this Agreement, the City Council and City Manager shall develop the first set of goals, performance objectives and priorities by which to measure the City Manager’ s performance. The City Council and the City Manager shall define such goals and performance objectives as they mutually determine are necessary for the proper operation of the City for the attainment of the City Council’ s policy objectives, and the City Council and the City Manager shall further establish a relative priority among those goals and performance objectives. Such goals, objectives and priorities are subject to adjustment by the Parties at any time.

9. Bonding
The City shall bear the full cost of any fidelity or other bonds required of the City Manager, in the performance of his duties as City Manager.

10. Indemnification.

To the full extent of the law, as provided by the California Torts Claims Act (Government Code Section 810, et seq.), the City shall defend and indemnify the City Manager against all losses sustained by the City Manager in direct consequences of the discharge of the City Manager’ s duties within the scope of his employment for the period of the City Manager’ s employment.

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11. Modification
Any modification of this Agreement will be effective only if it is in writing and signed by both Parties.

12. Effect of Waiver
The failure of either Party to insist on strict compliance with any of the terms, covenants, or conditions of this Agreement by the other Party shall not be deemed a waiver of that term, covenant, or condition, nor shall any waiver or relinquishment of any right or power at any one time or times be deemed a waiver or relinquishment of that right or power for all or any other times.

13. Assignment
Neither this Agreement, nor any right, privilege, or obligation of the City Manager hereunder shall be assigned or transferred by him without the prior written consent of the Council.

Any attempt at assignment or transfer in violation of this provision shall, at the option of the Council, be null and void and may be considered a material breach of this Agreement.

14. Entire Agreement
This Agreement supersedes any and all other agreements, either oral or in writing, between the City and the City Manager. This Agreement contains all of the covenants and agreements between the Parties with respect to the City Manager’ s employment by the City in any manner whatsoever. Each Party to this Agreement acknowledges that no representations, inducements, promises, or agreements, oral or otherwise, have been made by any Party, or anyone acting on behalf of any Party, which are not embodied herein, and that no other agreement, statement or promise not contained in this Agreement shall be valid or binding on either Party.

15. Partial Invalidity
If any provision in this Agreement is held by a court of competent jurisdiction to be invalid, void, or unenforceable, the remaining provisions shall nevertheless continue in full force without being impaired or invalidated in any way.

16. Law Governing Agreement
This Agreement shall be governed by and construed in accordance with the laws of the State of California. Venue shall be in Riverside County.

17. No Presumption of Drafter
The Parties acknowledge and agree that the terms and provisions of this Agreement have been negotiated and discussed between the Parties, and this Agreement reflects their mutual agreement regarding the subject matter of this Agreement. Because of the nature of such negotiations and discussions, it would be inappropriate to deem any Party to be the drafter of this Agreement and, therefore, no presumption for or against validity or as to any interpretation hereof,

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based upon the identity of the drafter shall be applicable in interpreting or enforcing this Agreement.

18. Survival of Termination
Many sections of this Agreement are intended by their terms to survive the City Manager’ s termination of employment with the City. Where so intended, these sections shall survive termination of employment and termination of this Agreement.

19. Attorneys’ Fees
If any action at law or in equity, including an action for declaratory relief, is brought to enforce or interpret the provisions of this Agreement, the prevailing Party shall be entitled to recover such amount as the court may award as reasonable attorneys’ fees and costs.

20. Notices
A. Any notice to be given hereunder by either Party to the other shall be in writing and may be transmitted by personal delivery or mail, registered or certified, postage prepaid, with return receipt requested. Mailed notices shall be addressed to the following respective addresses:

Mayor and City Council
City of Coachella
1616 6th Street
Coachella, CA 92236
ATTN: Mayor
Dr. Gabriel Martin
Address on File at the City]
B. Notices delivered personally shall be deemed communicated as of the date of actual receipt. Mailed notices shall be deemed communicated as of the date of mailing, plus two (2) days.

21. Assistance of Counsel
Each Party to this Agreement warrants to the other Party that it has either had the assistance of counsel in negotiation for, and preparation of, this Agreement or could have had such assistance and voluntarily declined to obtain it.

Item 25.

Item 25.

Exhibit “ A”
ICMA Code of Ethics

Item 25.

ICMA CODE OF ETHICS
The mission of ICMA is to create excellence in local governance by developing and fostering professional local government management worldwide. To further this mission, certain principles, as enforced by the Rules of Procedure, shall govern the conduct of every member of ICMA, who shall:

1. We believe professional management is essential to efficient and democratic local government by elected officials.

2. Affirm the dignity and worth of local government services and maintain a deep sense of social responsibility as a trusted public servant.

3. Demonstrate by word and action the highest standards of ethical conduct and integrity in all public, professional, and personal relationships in order that the member may merit the trust and respect of the elected and appointed officials, employees, and the public.

4. Serve the best interests of the people.

5. Submit policy proposals to elected officials; provide them with facts, and technical and professional advice about policy options; and collaborate with them in setting goals for the community and organization.

6. Recognize that elected representatives are accountable to their community for the decisions they make; members are responsible for implementing those decisions.

7. Refrain from all political activities which undermine public confidence in professional administrators. Refrain from participation in the election of the members of the employing legislative body.

8. Make it a duty continually to improve the member’ s professional ability and to develop the competence of associates in the use of management techniques.

9. Keep the community informed on local government affairs; encourage communication between the citizens and all local government officers; emphasize friendly and courteous service to the public; and seek to improve the quality and image of public service.

10. Resist any encroachment on professional responsibilities, believing the member should be free to carry out official policies without interference, and handle each problem without discrimination on the basis of principle and justice.

11. Handle all matters of personnel on the basis of merit so that fairness and impartiality govern a member’ s decisions pertaining to appointments, pay adjustments, promotions, and discipline.

12. Public office is a public trust. A member shall not leverage his or her position for personal gain or benefit.

Adopted by the ICMA Executive Board in 1924, and most recently revised by the membership in June 2020.

Item 25.

Exhibit “ B”
Confidential Separation and Release

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CONFIDENTIAL SEPARATION AGREEMENT AND RELEASE
This Agreement is entered into on _______________________, 20___, by and between hereinafter " Employee") and _______________________________( hereinafter “ Employer”).

Said parties shall be collectively referred to as the “ Parties.” Employee is currently employed as an ____________________ for Employer. During the course of Employee's employment issues arose concerning Employee's availability for continued employment. The Parties mutually desire to settle all of their present and possible future differences, disputes, or claims relating to and arising out of the employment and, therefore, the Parties agree as follows:

1. CONSIDERATION AND REVOCATION PERIODS. This Agreement was presented to Employee on ______________Employee has [ 21 or 45] days to consider, at which time the offer of Agreement is no longer valid. Following execution by Employee, Employee may revoke acceptance of this Agreement, provided Employee does so in a writing which must be hand delivered to Employer’ s [ President] within seven ( 7) days of the date Employee signs this Agreement.

2. EFFECTIVE DATE OF AGREEMENT. The effective date of this Agreement (“ Effective Date:) will be at 5:01 p.m. on the eighth ( 8th) day after the Employer receives Employee’ s signed Agreement, provided Employee has not previously revoked acceptance on or before that date.

3. SEPARATION TERMS. Employee agrees not to contest his separation from employment as of _____________, 20___ (“ Separation Date”) and to release all claims set for herein. Employee agrees that, as of the Separation Date, he will have already returned any and all equipment or other property belonging to Employer. In return, Employer agrees to pay Employee severance pay in the total amount equal to [___________________]. This amount is in addition to compensation provided as final wages owed. The severance pay will be paid on Employer’ s first regular payday following the Effective Date of this Agreement. The payment shall be subject to all lawful deductions and taxes applicable to Employee's wages, and further subject to the terms and conditions contained herein.

4. GENERAL RELEASE. Employee voluntarily and irrevocably releases and discharges Employer and its shareholders, directors, officers, employees, fiduciaries, agents, successors, and assigns ( collectively, "Released Parties") from and against any and all individual relief claims,

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obligations, debts, demands, judgments, or causes of action of any kind whatsoever, known or unknown, actual or contingent, whether brought at law, in equity or otherwise, based on tort, contract, statute, or on any other basis, which Employee has or may have against any of them or liability they may have to Employee (collectively, “Claims”), which arise from or are related to employee’ s employment or relationship with the Employer or any other Released Party, Employee’ s separation from employment from any of them, or any other matter, cause or thing whatsoever which may have occurred involving Employee and any Released Party prior to the date of Employee’ s acceptance of this Agreement. This release also includes all Claims for equitable relief, actual, compensatory, consequential, punitive, special, multiple, or other damages, expenses ( including without limitation attorneys’ fees and court costs. This release includes, without limitation, any and all Claims Employee has or may have against the Employer or any other Released Party arising under any federal, state, local, or foreign statute, common or other law, including without limitation those relating to the Age Discrimination in Employment Act of 1967, the Americans with Disabilities Act, the Civil Rights Acts of 1866, 1871, 1964 and 1991, the Equal Pay Act of 1963, the Employee Retirement Income Security Act of 1974, the Internal Revenue Code of 1986, the Fair Labor Standards Act of 1938, the Family and Medical Leave Act of 1993, the Labor Management Relations Act of 1947, the National Labor Relations Act, the Rehabilitation Act of 1973, the California Labor Code, the California Fair Employment and Housing Act.

5. CIVIL CODE SECTION 1542 WAIVER. Employee agrees that the Released Claims include not only claims presently known to Employee but also include all unknown or unanticipated claims. Employee understands that he may later discover facts different from what they now believe to be true, which if known, could have materially affected this Agreement, but he nevertheless waives any claims or rights based on different or additional facts. Employee knowingly and voluntarily waives any and all rights or benefits that he may now have, or in the future may have, under the terms of Section 1542 of the California Civil Code, which provides as follows:

A GENERAL RELEASE DOES NOT EXTEND TO CLAIMS WHICH THE CREDITOR DOES

NOT KNOW OR SUSPECT TO EXISTS IN HIS OR HER FAVOR AT THE TIME OF

EXECUTING THE RELEASE, WHICH IF KNOWN BY HIM OR HER MUST HAVE MATERIALLY AFFECTED HIS OR HER SETTLEMENT WITH THE DEBTOR.

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Notwithstanding the provisions of Section 1542, this Agreement is also intended to include all claims which Employee does not know or suspect to exist at the time this Agreement' s execution.

6. NO ACTIONS. Employee affirms that he currently has no action, charge, or administrative claim pending before any court of law, governmental body, or administrative agency, either on the federal or state level. [ IF EXISTING CLAIM, CONSIDER STATEMENT OBLIGATING

EMPLOYEE TO REQUEST DISMISSAL OR ADVISE EEOC OF SETTLEMENT TO EE'S SATISFACTION]. Employee agrees he will not at any time in the future pursue any employment personnel appeal or internal grievance or file any claim for individual relief with any governmental agency or any court arising out of or in any way related to his employment. Employee affirms that he is unaware of any issue relating to Employer' s non- compliance with regulatory obligations, [ and Employee undertakes the duty to notify Employer, in writing if such non -compliance becomes known.]

7. RELEASE CARVE OUT. Notwithstanding the provisions of paragraphs 4-6, Employee’ s released claims shall not include any claims based on obligations created by or reaffirmed in this Agreement, nor shall Employee’ s released claims include claims which expressly cannot be waived according to California Labor Code Section 2804. Nor shall anything in this Agreement be construed to prohibit Employee from filing a charge with or participating in any investigation or proceeding conducted by the National Labor Relations Board ( NLRB), U.S. Equal Employment Opportunity Commission ( EEOC), California Department of Fair Employment and Housing DFEH), or any other governmental agency. Notwithstanding the foregoing, Employee hereby agrees to, and does, waive his right to recover monetary damages in any charge or lawsuit filed by Employee or anyone else on his behalf.

CONSIDER: DTSA NOTIFICATION: Notwithstanding my confidentiality obligations set forth in Section _____ of this Agreement, I understand that, pursuant to the Defend Trade Secrets Act of 2016, I will not be held criminally or civilly liable under any Federal or State trade secret law for the disclosure of a trade secret that: ( A) is made ( i) in confidence to a Federal, State, or local government official, either directly or indirectly, or to an attorney; and ( ii) solely for the purpose of reporting or investigating a suspected violation of law; or (B) is made in a complaint or other document filed in a lawsuit or other proceeding, if such filing is made under seal. I understand that in the event it is determined that disclosure of Company trade secrets was not done

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in good faith pursuant to the above, I will be subject to substantial damages, including punitive damages and attorneys’ fees.]

8. NO RE-EMPLOYMENT. As of the date of this Agreement, Employee has not applied for, sought, or accepted re-employment with Employer. Employee knowingly and voluntarily waives all rights he may have under federal or state law to reinstatement and acknowledges that Employer may, in its discretion, refuse to consider any application for re-employment.

9. NO DEFAMATION. The Employee may not disparage customers, suppliers, or vendors nor may Employee defame Employer, its management, its employees, agents, officers, shareholders, or affiliates. Employee agrees to refrain from making public statements regarding his subjective opinion regarding Employer. This obligation is not intended to prohibit lawful interactions with governmental agencies as referred to in paragraph 7.

10. CONFIDENTIALITY. The Parties acknowledge that they have not discussed or disclosed any of the terms of this Agreement to anyone, except for their attorneys or union representatives.

Except as such disclosure may occur to Employee’ s attorneys or accountants or as otherwise may be required by law, or in response to any subpoena, Employee agrees the terms of this Agreement and all negotiations between the Parties shall be kept strictly confidential and neither the details of the negotiations, the terms of this Agreement, or Employee’ s subjective opinion relating to the negotiations, the Agreement, or his prior employment may be disclosed to anyone, including without limitation, any person, corporation, or other business entity for any purpose. Should any inquiry be made, the Employee may respond only by indicating that the separation was amicable.

Should any inquiry be made about Employee by a prospective employer, Employer ’ s human resources personnel may respond to such questions only by indicating dates of employment, his job title, and his salary at the time of his separation.

If Employee becomes legally compelled by deposition, subpoena, interrogatory, request for documents, or similar legal process, he shall immediately notify the Employer telephonically and confirmed in writing, so that the Employer will have the opportunity to intervene. This obligation is not intended to prohibit lawful interactions with governmental agencies as referred to in paragraph 7.

11. NO ASSIGNMENT. The Parties hereto each warrant that they have made no assignment and will make no assignment of any claim, right of action, or any right of any kind whatsoever

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80237. 00004\ 33883524. 1

embodied in any of the Released Claims and that no other person or entity of any kind had or has any interest in the same.

12. NO ADMISSION OF LIABILITY. This Agreement is solely for the purpose of compromising on the issue of separation of employment. It does not constitute, nor shall it be construed, as an admission of the truth or validity of any claims asserted. All communications made in conjunction with this Agreement shall be governed and protected in accordance with the Federal Rule of Evidence 408 and California Evidence Code sections 1150, et seq.

13. ENTIRE AGREEMENT. This is the entire Agreement between the Parties pertaining to the separation of employment or any disputes or claims arising during the course of employment, and it supersedes all prior or contemporaneous agreements, negotiations, or discussions, whether oral or written, express or implied. No supplements, modifications, or waivers of this Agreement shall be binding unless executed by written amendment.

14. COUNTERPARTS. This Agreement may be executed in any number of counterparts, including those executed by facsimile, each of which shall be deemed an original but all of which taken together shall constitute one Agreement.

15. ATTORNEYS’ FEES. In the event of legal proceedings to enforce the terms of this Agreement, necessary to declare rights hereunder, or as the result of the breach of this Agreement, the prevailing party in any such proceeding shall be entitled to recover from the losing party reasonable costs and attorneys’ fees, including but not limited to the out-of-pocket expenses of attorneys and out-of-pocket expenses of experts.

16. NEGOTIATED AGREEMENT. Employee acknowledges and agrees that Employer has recommended use of independent counsel or labor representation, if relevant, throughout all negotiations that preceded the execution of this Agreement. Any choice to forgo such use is of the Employer's own will. This Agreement is the result of arms-length negotiations and expresses the complete, actual, and intended agreement of the Parties.

17. WAIVER & SEVERABILITY. Failure to insist on compliance with any term, covenant, or condition contained in this Agreement shall not be deemed a waiver of the same. If any provision is held to be invalid, unenforceable, or void, such provision shall be enforced to the greatest extent

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80237. 00004\ 33883524. 1

permitted by law, and the remainder of this Agreement and such provision as applied to other persons, places, and circumstances shall remain in full force and effect.

THIS AGREEMENT INCLUDES A RELEASE OF ALL KNOWN AND UNKNOWN CLAIMS.

THE SIGNATORIES FULLY UNDERSTAND THE FINAL AND BINDING EFFECT OF THIS AGREEMENT AND ARE SIGNING VOLUNTARILY.

Date:________________________, 2021
Gabriel Martin, EMPLOYEE
Date:________________________, 2021

CITY OF COACHELLA
By:_______________________________
Mayor

Item 25.

STAFF REPORT
1/24/2023
TO: Honorable Mayor and City Council Members
FROM: Delia Granados, Deputy City Clerk
SUBJECT: Mayor's Appointments to Various Council Subcommittees, Coachella Valley Association of Government (CVAG) Committees, Other Agencies, etc.

STAFF RECOMMENDATION:

Appoint the members of Council to the various intergovernmental organizations, associations and City subcommittees.

BACKGROUND:

The City Council Members represent the City on various intergovernmental agencies and associations that consider policy and legislation, which directly impacts the City. In addition, Council Members serve on City subcommittees (ad hoc and standing) and as liaisons to several entities. In compliance with the requirements of the Maddy Act, Government Code 54972, the attached local appointments list shows all boards, commissions, and committees which are appointed by the legislative body of the local agency and the dates of their terms of office.

Also, attached is a completed Fair Political Practices Commission (FPPC) form 806, which has been posted to the City’s website. This form is required pursuant to FPPC Regulation 18705.5.

Each agency must post on its website Form 806, which lists all the paid appointed positions to which an official will vote to appoint themselves. This form must be posted prior to a vote (or consent item) to appoint a governing board member if the appointee will participate in the decision and the appointment results in additional income of $250 or more in a 12-month period.

The Mayor will be identifying Council appointments to these Committees.

FISCAL IMPACT:

There is no fiscal impact to the General Fund.

Attachments: Appointments List
FPPC Form 806

Item 26.

CITY OF COACHELLA

ELECTED/APPOINTED OFFICIALS, BOARDS, COMMITTEES AND COMMISSIONS

LOCAL APPOINTMENTS LIST
CALENDAR YEAR 2024 – DRAFT

ELECTED OFFICIALS
City Council Meetings are held on the second and fourth Wednesday of each month in the Council Chamber of City Hall, beginning at 6:00 p.m.

ELECTED OFFICIALS TERM EXPIRES
Mayor Steven Hernandez November 2024
Councilmember Denise Delgado November 2024
Councilmember Neftali Galarza November 2024
Councilmember Frank Figueroa November 2026
Councilmember Stephanie Virgen November 2026
City Clerk Angela M. Zepeda November 2024
City Treasurer Arturo Aviles November 2024

APPOINTED OFFICIALS
City Manager Gabriel D. Martin, PhD
City Attorney Carlos Campos
In compliance with the requirements of the Maddy Act, Government Code 54972, the following local appointments list shows all boards, commissions, and committees which are appointed by the legislative body of the local agency and the dates of their terms of office.

COACHELLA PLANNING COMMISSION – (Meets on the first and third Wednesday of each month at 6:00 p.m. at the Coachella Council Chambers of City Hall located at 1515 Sixth Street, Coachella.) The City Planning Commission shall consist of five regular members and one alternate member. Members of commissions shall be appointed for four-year terms or less. The term of each commission member shall continue for the term of the nominating council member and automatically terminate when the council member’s term ends. If a council member is reelected, that council member is entitled to make all new nominations or may choose to re-nominate the council member’s previous nominee.

APPOINTEE NOMINATED BY
(MEMBER OF COUNCIL)

ORIGINAL

APPOINTMENT

TERM EXPIRES
Diana Rodriquez Councilmember Delgado March 8, 2023 November 2024 Jason Hernandez Mayor Pro-Tem Galarza March 8, 2023 November 2024 Yurema Arvizu Councilmember Figueroa March 8, 2023 November 2026 Isela Murillo Councilmember Virgen March 8, 2023 November 2026 Ruben Gonzalez Councilmember Galarza June 26, 2019 November 2024 Oscar Fonsesca (Alternate) Mayor Hernandez March 8, 2023 November 2026

Item 26.

City of Coachella Page 2
Committee Membership – 2024 – DRAFT

OVERSIGHT BOARD OF THE SUCCESSOR AGENCY TO THE COACHELLA REDEVELOPMENT AGENCY (HEALTH AND SAFETY CODE SECTION 34179-34181): – (Meetings held as needed.) The Oversight Board was created pursuant to California State law that dissolved the Coachella Redevelopment Agency, along with all 400 redevelopment agencies in California, on February 1, 2012. That law, known as AB X1 26, required the City of Coachella, as the successor agency to the Coachella Redevelopment Agency, to create a new Oversight Board to oversee certain fiscal management of former Agency funds and assets.

Oversight Boards direct the staff of the Successor Agency, have fiduciary responsibilities to holders of enforceable obligations, approves actions of the Successor Agency and establishes the Recognized Payment Obligation Payment Schedule. It takes a majority of the Oversight Board to constitute a quorum and to vote to take action.

The California Redevelopment Dissolution Laws mandated the dissolution of the 25 existing Oversight Boards within the County of Riverside and the creation of a single Consolidated Oversight Board overseeing all 25 successor agencies within the County commencing on July 1, 2018.

QUALIFICATIONS APPOINTEE ORIGINAL

APPOINTMENT

TERM EXPIRES
Authority to represent the Successor Agency
before the Countywide Oversight Board, the
Riverside County Auditor-Controller, the State
Controller, the California Department of
Finance, or any other public body with regards to
the Successor Agency business with the
Countywide Oversight Board.

Gabriel Martin
City Manager
December 8, 2021 Open
COACHELLA PARKS AND RECREATION COMMISSION – (Meets on the third Tuesday of each month at 4:30 p.m. in the upstairs conference room at the Coachella Council Chambers of City Hall located at 1515 Sixth Street, Coachella.)
The Coachella Parks and Recreation Commission shall consist of five regular members and one alternate member.

Members of commissions shall be appointed for four-year terms or less. The term of each commission member shall continue for the term of the nominating council member and automatically terminate when the council member’s term ends. If a council member is reelected, that council member is entitled to make all new nominations or may choose to re-nominate the council member’s previous nominee.

APPOINTEE NOMINATED BY
(MEMBER OF COUNCIL)

ORIGINAL

APPOINTMENT

TERM EXPIRES
Rosalio Avila (Chair) Mayor Pro Tem Galarza April 26, 2023 November 2024 Robert Antonio Caballero Councilmember Delgado April 26, 2023 November 2024 Andrew Gallegos Mayor Hernandez April 26, 2023 November 2026 Marcos Granados Jr.(Vice C) Councilmember Virgen April 26, 2023 November 2026 Karen Hernandez Councilmember Dr. Figueroa April 26, 2023 November 2026 J. Carlos Ayala Alternate (Mayor Hernandez) April 26, 2023 November 2026

Item 26.

City of Coachella Page 3
Committee Membership – 2024 – DRAFT
CULTURE AND ARTS COMMISSION – (Meeting dates and times for this new Commission have not yet been established. Meetings will be held at the Corporate Yard located at 53-462 Enterprise Way, Coachella.) The Culture and Arts Commission shall consist of five regular members. Members of commissions shall be appointed for four-year terms or less. The term of each commission member shall continue for the term of the nominating council member and automatically terminate when the council member’s term ends. If a council member is reelected, that council member is entitled to make all new nominations or may choose to re-nominate the council member’s previous nominee.

APPOINTEE NOMINATED BY
(MEMBER OF COUNCIL)

ORIGINAL

APPOINTMENT

TERM EXPIRES
Armando Lerma Mayor Hernandez July 26, 2023 November 2024 Clara Nieblas Councilmember Virgen July 26, 2023 November 2026 Irene N. Rodriguez Councilmember Delgado July 26, 2023 November 2024 Juan Ponce Ramos Councilmember Dr. Figueroa July 26, 2023 November 2026 Oralia “Yaya” Ortiz
Javier Figueroa (Alt.)
Mayor Pro Tem Galarza
Mayor Hernandez
July 26, 2023
July 26, 2023
November 2024
November 2024
YOUTH ADVISORY COMMISSION – (Meeting dates and times for this new Commission have not yet been established. Meetings will be held at the Coachella Civic Center located at 53-990 Enterprise Way, Coachella.) The Youth Advisory Commission shall consist of ten regular members. All members of the commission must live within the City of Coachella and be enrolled in high school. The term of a commissioner is one year from August to June; mirroring the local school district's school year. The term of each commission member shall continue for the term of the nominating council member and automatically terminate when the council member’s term ends. If a council member is reelected, that council member is entitled to make all new nominations or may choose to re-nominate the council member’s previous nominee.

APPOINTEE NOMINATED BY
(MEMBER OF COUNCIL)

ORIGINAL

APPOINTMENT

TERM EXPIRES
June 2024
June 2024
June 2024
June 2024
June 2024
June 2024

COUNCIL SUB-COMMITTEES
Building/Code Enforcement/Public Safety Sub-Committee – (Meetings called as needed) Neftali Galarza, Mayor Pro Tem
Frank Figueroa, Councilmember
City Manager
Development Services Director
City Engineer
Police Chief