1.4 This approval shall be valid for two years from date of approval, unless extended pursuant to the Cathedral City Municipal Code and Subdivision Ordinance.
1.5 No Certificate of Occupancy shall be granted until all Conditions of Approval have been completed and approved by the Director of Planning/Building, Director of Engineering/Public Works, and Fire Chief unless otherwise identified herein.
1.6 The Final Parcel Map shall be approved by the City Council and recorded prior to the issuance of any building permits.
1.7 The development of the site shall conform to all ordinances, codes, regulations, policies and development design controls pursuant to the Cathedral City Municipal Code in effect prior to issuance of any building permits.
1.8 All improvements approved for construction are required to be maintained as to comply substantially with the plans approved for construction, unless modifications are approved by the Director of Planning/Building and the Director of Engineering/Public Works. The improvements to be maintained include, but are not limited to, site improvements: parking and walking surfaces, private drainage control facilities, fences/walls, signs, and lights; building and accessory structure improvements; paint colors and other finish materials, roofing materials, mechanical equipment, windows, trellises, canopies, all architectural features, landscaping and landscape irrigation.
1.9 The Developer shall defend, indemnify and hold harmless the City of Cathedral City, its officials, employees and agents, from and against any liability whatsoever related to the approval of this Conditional Use Permit and any other permits or approvals issued related to this Conditional Use Permit.
SECTION 2 FEES
2.1 The Developer shall pay all applicable City of Cathedral City fees, charges and other costs such as development impact fees as prescribed by City Ordinance.
The applicant is hereby advised that the fees may change at the time they become due and payable, as permitted by applicable law.
NOTICE TO APPLICANT: Pursuant to Government Code Section 66020(d)(1), the 90-day period to protest the imposition of any impact fee, dedication, reservation, or other exaction described in this document begins on the effective date of this approval and any such protest must be in a manner that complies with Section 66020(a), and failure to timely follow this procedure will bar any subsequent legal action to attack, review, set aside, void or annul imposition.
The right to protest the fees, dedications, reservations, or other exactions does not apply to planning, zoning, grading, or other similar application processing fees or service fees in connection with this project.
It further does not apply to any fees, dedication, reservations, or exactions for which the applicant has been given a notice similar to this, nor does it revive challenges to any fees for which the Statute of Limitations has previously expired.
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SECTION 3 PLANNING
3.1 If the project is proposed to be constructed in phases, a phasing plan shall be submitted for review and approval. The phasing plan shall outline the approximate construction timeline for buildings, infrastructure, landscaping, open space, common amenities, and other site improvements.
3.2 The project shall comply with the requirements of Chapter 9.94 (Planned Unit Development), where applicable.
3.3 A Final Planned Unit Development (PUD) Plan in accordance with Section
9.94.160 of the Cathedral City Municipal Code (CCMC) shall be approved by the City Council prior to the issuance of any building permits.
3.4 Per section 9.94.110 of the Zoning Ordinance, all structures shall be setback a minimum of ten feet from the right-of-way of public or private streets, unless a variance has been granted.
3.5 All drive-through lanes shall be screened from public view along East Palm Canyon Drive. Screening methods may include block walls and landscape mounding and hedges.
3.6 Prior to Final Parcel Map approval by the City Council, a Final Site Plan shall be submitted to the Planning Department for review and approval consistent with the following:
a. Plans shall be draw in a minimum scale of 1” = 30’.
b. Show locations of all property lines.
c. Show location of all mechanical and electrical equipment on exterior of building or ground-mounted equipment. All exterior and ground-mounted equipment is required to be screened.
d. Locations of mailboxes on the site.
e. Decorative paving at key crossing points on private roads. Include detail of decorative paving material.
f. Show locations of all fire hydrants, catch basins, and gutters.
3.7 Prior to the issuance of building permits, a Final Landscape Construction Plan, prepared by a licensed landscape architect, and signed by the local water purveyor, shall be submitted to the Planning Department for review and approval.
The Final Landscape Construction Plan shall contain the following required information:
a. A title block with sheet number, site address and APNs, date of preparation, and name, address, and phone number of Applicant or Developer on all sheets.
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b. A plant landscape legend, including a specific symbol for each plant species used, size (i.e., caliper, gallon, box, or brown trunk height, and/or quantity) and whether it is deciduous or evergreen.
c. Show use of concrete mow strip between turf and other surfaces. d. Clear indication where landscaping will be used to screen mechanical, electrical, and irrigation equipment.
e. A plant landscape legend, including a specific symbol for each plant species used, size (i.e., caliper, gallon, box, or brown trunk height, and/or quantity) and whether it is deciduous or evergreen.
f. Show all location of mechanical, electrical, and irrigation equipment and landscaping that will screen from public view.
g. A detail showing planter design adjacent to walkways and driveways that is designed to prevent soil and/or decomposed granite from flowing onto walkways and driveways. There shall be a minimum two-inch vertical separation between the pavement and the soil.
h. Plant and tree installation and staking details. Plant and tree installation and staking details that require single trunk trees to be double staked and multitrunk trees to be staked appropriate to the species of tree. i. Details, specifications, and location of all pavers and decorative surface materials used on the site. Samples of crushed rock material or decomposed granite materials shall be submitted to the Planning Department for approval. j. All decorative surface materials shall be approved by the Director of Planning/Building before issuance of any permits.
k. Landscaping and irrigation shall be provided along the street frontage. l. Landscape plans shall meet the requirements of the City of Cathedral City’s Water Efficient Landscape Ordinance.
m. All plant materials used on the project site shall be those listed in the most recent version of Coachella Valley Water District’s “Lush & Efficient Landscape Gardening in the Coachella Valley”.
n. An Irrigation Plan with equipment details.
3.8 Site landscaping shall comply with the City Design Guidelines and Water Conservation policies and rules regardless of whether the items are illustrated on the Construction Landscape Plans:
a. Plants and trees shall be primarily of drought tolerant species compatible with the desert environment.
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b. At least 50% of the trees shall be evergreen species. c. All trees in parking lots shall be centered between parking spaces to provide optimal shading.
d. All single trunk trees shall be double staked and multi-trunk trees shall be staked appropriate to the species of tree.
e. Arbor guards shall be installed around trees in turf areas. f. Projects located along major arterials and/or streets shall comply with the street tree requirements of the City’s Design Guidelines. g. Planter areas shall be surrounded by a concrete mow strip or other hard surface.
h. All ground-mounted equipment, such as mechanical, electrical, and irrigation equipment (backflow preventers), shall be located within a landscape planter.
This equipment shall not be located within a turf area and shall not be visible from public view.
i. Any drain that terminates in a planter shall have a splash guard. j. All palm trees shall have a brown trunk height of between a minimum of 10 – 20 feet, varied to the satisfaction of City staff.
k. All 36-inch box trees or greater shall be verified as to size by the project planner prior to being planted. It is the responsibility of the contractor and/or Applicant to make an appointment with the project planner to conduct this verification.
3.9 All landscaping shall be continuously maintained. Trees, shrubs, ground covers, etcetera, shall be watered and permanently maintained. All dead vegetation shall be removed and replaced in a timely manner.
3.10 Where landscaping is required for off-street parking areas, or in other vehicular parking areas, concrete curbing and/or bumper blocks shall be required to regulate vehicular traffic and to protect plant materials from vehicles. Such curbing height shall be at least six inches. Curbing of six inches or more shall be required where a public planter slopes toward a sidewalk and said curbing is needed to retain water. Overflow devices which drain under sidewalks may be required to assure that water does not overflow planters. In no event shall the finished grade of the irrigated planter be less than three inches below a public sidewalk and/or curb.
3.11 The Applicant shall contact the Planning Department 90 days after issuance of a Certificate of Occupancy to arrange for a follow-up on-site inspection to ensure Cathedral Cove Center
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that all plant material is being maintained consistent with the approved Exhibit “A”.
3.12 Redwood headers are specifically prohibited from use on the project site for landscaping or as a permanent condition for other uses.
3.13 The property owner shall record a maintenance covenant over the property that guarantees the removal of weeds, dust, blowsand, and debris, and ensures that the property is maintained in a weed, dust, blowsand, and debris-free condition per the approved plans and conditions of approval.
3.14 Building and landscaping shall be maintained in a condition that substantially complies with this approval.
3.15 A final fence and wall plan shall be submitted to the Planning Department for review and approval that includes at minimum, the height, color, materials and location of all fences and walls proposed for the project.
3.16 All lighting on site shall comply with Chapter 9.89 of the Municipal Code relative to outdoor lighting including fixtures that direct lighting downward.
3.17 An exterior Lighting Plan, that includes landscape and pedestrian lighting, shall be submitted in compliance with CCMC Section 9.89, including a photometric analysis, for review and approval prior to issuance of a building permit. The Lighting Plan shall also identify the following:
a. The type of fixtures, including height, material, and color. b. That the total height of all freestanding lighting fixtures will not exceed 18 feet. c. That all concrete fixture bases will have a decorative finish. At a minimum, a trowel finish shall be provided.
d. That the bolts connecting the light fixture to the base will be covered.
3.18 Property addresses or building identification signs shall be placed on all new and existing buildings so as to be plainly visible from the public street. Said signs shall be a minimum of 12 inches in height. Numbers shall be either internally or externally illuminated consistent with Municipal Code Section 9.02 and designed to illuminate automatically during periods of darkness.
3.19 All mechanical equipment, either roof or ground mounted, shall be screened from public view. All such equipment shall be fully screened by the roof structure, a parapet wall, appropriate ground mounted walls, berming, or landscaping. All walls shall architecturally match the building. If after construction, but prior to the issuance of a Certificate of Occupancy, it is determined by the Director of Planning/Building that equipment can be viewed from the public right-of-way a plan for screening the equipment shall be submitted to the Planning Department for approval. Once approved, said screening shall be constructed prior to issuance of a Certificate of Occupancy.
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3.20 Outdoor display and storage of merchandise is strictly prohibited, unless approved in compliance with the Cathedral City Municipal Code.
3.21 Signage for the proposed project is not part of this approval and shall require a sign permit, prior to the issuance of a Certificate of Occupancy.
3.22 All signage shall comply with the approved Master Sign Program for the project.
Any deviations from the Program will require an amendment approved by the Planning Commission.
3.23 No loading or unloading shall occur within the public right-of-way, except those activities approved by the Director of Planning/Building or Director of Engineering/Public Works.
3.24 For each parcel that contains a building, a trash enclosure shall be provided.
3.25 Trash enclosures shall be constructed to City standard and have a decorative wall surface and a decorative cap that are consistent with the overall architecture of the project.
3.26 The trash enclosures shall accommodate an organic waste bin in compliance with SB 1383.
3.27 All breaker boxes, fire sprinkler risers, and utility conduits shall be interior to the building or within an enclosure that is in integrated into the building design as approved by the Planning Department.
3.28 All roof drains and downspouts shall be on the interior of the building or within an enclosure that is in integrated into the building design as approved by the Planning Department with decorative drain terminations. Exposed drainpipes are specifically prohibited.
3.29 All drain terminations shall be the Watts Drainage Product RD-940 or a product of equal value.
3.30 Contractor must divert at least 75 percent of all demolition waste to a recycling facility. The reuse of materials is considered an acceptable recycling program but must be documented and approved by the Environmental Conservation Manager
3.31 Prior to the issuance of a Certificate of Occupancy, the applicant shall submit all weight tickets associated with trash and recycling disposal to be approved by the Environmental Conservation Manager.
3.32 If during excavation, grading or construction, artifacts or other archaeological resources are discovered, all work in the immediate area of the find shall be halted and the applicant shall immediately notify the Director of Planning/Building. A qualified archaeologist, meeting the Secretary of the Interior’s professional qualifications standards for archaeology, shall be called to the site by, and at the expense of, the applicant to identify the find and propose mitigation if the resource is culturally significant.
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3.33 The project shall comply with the following Mitigation Measures as identified in the Final Initial Study/Mitigated Negative Declaration for the project:
1. BIO-1: A qualified biologist shall conduct two (2) take avoidance preconstruction burrowing owl surveys onsite. The first shall occur between 14 and 30 days prior to ground disturbance, and the second shall occur within 24 hours of ground disturbance. If burrowing owls are detected, the project proponent shall consult with CDFW to determine what course of action is needed, such as the use of exclusion devices (if applicable) to discourage owls from using burrows that are believed to be in jeopardy of being impacted by implementation of the project.
2. BIO-2: For any grubbing, grading or other site disturbance or tree or vegetation removal occurring during the nesting season between January 15th and August 31st, a qualified biologist shall conduct at least one nesting bird survey, and more if deemed necessary by the consulting biologist, immediately prior to initiation of project-related ground disturbing activities. If nesting birds are present, no work shall be permitted near the nest(s) until the young birds have fledged. While there is no established protocol for nest avoidance, when consulted, the CDFW generally recommends avoidance buffers of about 500 feet for birds-of-prey, and 100 – 300 feet for songbirds. If ground disturbance occurs outside the nesting season, this requirement shall be waived.
3. CUL-1: Earth-moving activities including grading, grubbing, trenching, or excavations at the site shall be monitored by a qualified archaeologist and approved Tribal Monitor(s).
Should cultural materials be discovered, they shall be recorded and evaluated in the field. The monitors shall be prepared to recover artifacts quickly to avoid construction delays but must have the power to temporarily halt or divert construction equipment to allow for controlled archaeological recovery if a substantial cultural deposit is encountered. The Native American Monitor may request that destructive construction halt and the Monitor shall notify a Qualified Archaeologist (Secretary of the Interior’s Standards and Guidelines) to investigate and, if necessary, prepare a mitigation plan for submission to the State Historic Preservation Officer and the Agua Caliente Tribal Historic Preservation Office. If artifacts are discovered, these shall be processed, catalogued, analyzed, and prepared for permanent curation in a repository with permanent retrievable storage that would allow for additional research in Cathedral Cove Center
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the future. Archaeological site records shall be prepared to document the cultural remains discovered during monitoring and submitted to the California Historical Resources Information System.
4. GEO-1: Development of the Project shall adhere to the recommendations set forth in the Project specific Geotechnical Engineering Investigation (see Appendix D of this document), including but not limited to removal and recompaction of collapsible or weak soils during the grading phase and completion of additional geotechnical/soil investigations on the southern portion of the site proposed for the future residential development.
5. HAZ-1: Per the Geophysical Anomaly Investigation Report, the existing UST located onsite shall be cleaned, removed, and disposed prior to redevelopment of the subject property.
6. TRA-1: The Project is required to pay the requisite CVAG TUMF fee.
7. TRA-2: Each drive-through occupant shall prepare a vehicle stacking management plan demonstrating appropriate emergency vehicle access and access to handicap parking stalls are retained in the event of overflow vehicle stacking.
8. TRA-3: In order to assure that the intersections of Cathedral Canyon/Dinah Shore and Date Palm/Ramon operate at acceptable levels of service at General Plan build out, the following condition of approval shall be implemented:
The City shall be responsible for monitoring conditions at the intersections of Cathedral Canyon/Dinah Shore and Date Palm/Ramon and providing improvements to those intersections through its Capital Improvement Program, and local, State or federal funding at such time as the improvements are warranted.
3.34 Vehicular access and parking for the existing building at 68783 East Palm Canyon Drive (APN: 687-207-004), adjacent to the project site, shall be maintained at all times including during construction. (Condition added by the Planning Commission on August 3, 2022)
SECTION 4 ENGINEERING / PUBLIC WORKS
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4.1 The Applicant (aka Developer) agrees to defend, indemnify and hold harmless the City of Cathedral City (“City”), its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Planned Unit Development No. 21-001 (PUD), corresponding Tentative Parcel Map No. 37876 (TPM) and corresponding entitlement Site Plans (Plans). The City shall have sole discretion in selecting its defense counsel. The City shall promptly notify the Developer of any claim, action or proceeding and shall cooperate fully in the defense.
4.2 This TPM shall expire two years after the City Council approval date, unless recorded or granted a time extension pursuant to Cathedral City Ordinance 659; Section 3; Paragraph 8.4(A).
4.3 This TPM and any Final Parcel Map recorded there under, shall comply with the requirements and standards of Government Code §§ 66410 through 66499.58 (“the Subdivision Map Act”), and Cathedral City Ordinance No. 629, 659, 691 and 830.
4.4 This TPM shall (and incorporate by reference) comply with all applicable terms, conditions and/or mitigation measures for the following approvals:
A. PUD No. 21-001
B. CUP Nos. 21-006, 21-007, 21-008 & 21-009.
C. Design Review Nos. 21-001, 21-002 & 21-003.
D. Zoning Ordinance Amendment No. 21-001.
E. Cathedral City Downtown Design Guidelines and Zoning Designations.
F. Cathedral City Water Conservation Policies and Rules.
G. Cathedral City Municipal Codes and Ordinances.
H. Project Phasing (TPM Phasing Map attached as reference) as follows:
1) Phase I: Parcels No. 1 through 5 and APN 674-500-038. 2) Phase II - Residential: Parcel 9
3) Phase II - Commercial: Parcels No. 6 through 8.
When cited within these Conditions of Approval, “each phase”, incorporated by reference, represents the Phases cited above in 4.4.A., 4.4.B. and 4.4.C.
In the event of any conflict(s) between approval conditions and/or provisions of these approvals, the Director of Engineering/Public Works and/or Director of Planning/Building shall determine precedence.
4.5 All conditions herein for the TPM shall be met prior to:
A. The Final Parcel Map approval; and/or,
B. Grading Permit issuance; and/or,
C. Encroachment Permit issuance; or,
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D. As specifically modified by item as linked to a Certificate of Occupancy (COO) issuance; and/or,
E. Time limit from the date of issuance of the Grading and/or Encroachment Permit.
4.6 Prior to issuance of any Grading, Encroachment or Building Permit by the City, the Developer shall obtain any necessary clearances and/or permits from the following agencies, if required:
A. City of Cathedral City Fire Marshal.
B. Cathedral City Engineering Department.
C. Cathedral City Planning Department.
D. Cathedral City Building Department.
E. Riverside County Environmental Health Department.
F. Riverside County Flood Control District (RCFCD).
G. Palm Springs Unified School District.
H. Desert Water Agency (DWA).
I. Southern California Edison (SCE).
J. Frontier Communications.
K. Spectrum Cable (TW).
L. California Regional Water Quality Control Board (CRWQCB).
M. State Water Resources Control Board.
N. Sunline Transit Agency (SunLine).
O. South Coast Air Quality Management District – Coachella Valley (SCAQMD).
The Developer is responsible for all the requirements of the permits and/or clearances from the above listed agencies. When the requirements include approval of improvement plans, the Applicant shall furnish proof of such approvals when submitting those improvement plans for City approval.
4.7 If applicable, the Developer shall be responsible for completing all TPM approved Phase I Study recommendations, all City and Riverside County requirements and Riverside County Department of Environmental Health requirements. Proof of compliance shall be submitted to the City before issuance of Building Permits for the CUP.
4.8 Coverage under the State of California Construction General Permit must be obtained by the Applicant, who then shall submit a copy of the California Regional Water Quality Control Board’s (“CRWQCB”) acknowledgement of the Applicant’s Notice of Intent (“NOI”) and Waste Discharge Identification (”WDID”) number to the City prior to the issuance of a Grading, Encroachment or Building permit.
4.9 Prior to construction, during construction and up to TPM acceptance the Applicant shall comply with applicable provisions of the City’s NPDES Stormwater Discharge Permit and Riverside County Ordinance No. 457; the CRWQCB – Colorado River Cathedral Cove Center
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Basin Regional Board Order No. R7-2013-0011 and the CRWQCB’s Order No. 2009-009-DWQ, Order No. 2010-0014-DWQ and Order No. 2012-0006-DWQ.
A. For construction activities including clearing, grading or excavation of land that disturbs one (1) acre or more of land, or that disturbs less than one (1) acre of land, but which is a part of a construction project that encompasses more than one (1) acre of land, the Applicant (“Permitee”) shall be required to submit a Storm Water Pollution Protection Plan (“SWPPP”) to the CRWQCB.
B. The Applicant or design professional can obtain the California Stormwater Quality Association SWPPP template at www.cabmphandbooks.com for use in their SWPPP preparation.
C. Prior to the Applicant submitting the SWPPP to the CRWQCB, the Applicant shall submit a copy of the SWPPP to the Director of Engineering/Public Works for review.
D. The Applicant shall deliver a complete copy of the CRWQCB approved SWPPP to the Director of Engineering/Public Works prior to issuance of the Grading Permit for City records.
E. The Applicant shall ensure that the required SWPPP is available for inspection at the project site at all times through and including acceptance of all improvements by the City.
F. The Applicant’s SWPPP shall include provisions for all of the following Best Management Practices (“BMPs”), but not limited to:
1) Temporary Soil Stabilization (erosion control).
2) Temporary Sediment Control.
3) Wind Erosion Control.
4) Track-Out Control.
5) Non-Storm Water Management.
6) Waste Management and Materials Pollution Control.
7) Retention and Infiltration Basins Management.
G. All erosion and sediment control BMPs proposed by the Applicant shall be approved by the Director of Engineering/Public Works.
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H. The SWPPP and BMPs shall remain in effect for the entire duration of Project construction until all improvements are completed and accepted by the City.
4.10 Erosion Control BMPs shall remain in effect for the entire duration of Project construction until all improvements are completed and accepted by the City.
4.11 The Developer shall be responsible for blow sand, debris, trash, rubbish and deleterious material removal in all areas of the TPM’s driveways, parking lots, access aisles, and East Palm Canyon Drive, Van Fleet Street, D Street and frontages. This includes frontage areas at the intersections of East Palm Canyon Drive and Date Palm Drive, East Palm Canyon Drive and Allen Avenue, East Palm Canyon and Van Fleet Street, Van Fleet Street and B Street, Van Fleet Street and C Street, Van Fleet Street and D Street and the D Street cul-de-sac.
Responsibilities include all frontage gutter pans, sidewalks, parkways, right-of-way and all interior areas within walled areas and all areas outside the walled areas of the TPM. This will also include all driveways and drive aisles providing ingress and egress to and from all the TPM’s frontage roadways. The Developer shall include these responsibilities into a City approved routine maintenance schedule of the site for perpetuity and incorporate these into the TPM’s CC&Rs for all Parcels within each phase of the TPM, respectively.
4.12 Approval of this TPM and Plans shall not be construed as approval for any horizontal dimensions implied by any Plans or exhibits unless specifically identified in the following Conditions of Approval.
4.13 The Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all costs and actual attorney’s fees incurred by the City Attorney to prepare, review, negotiate and/or modify any documents or instruments required by these conditions and/or subsequent modification requests to these Conditions of Approval. This obligation shall be paid in the time noted above without deduction or offset and Developer’s failure to make such payment shall be material breach of the Conditions of Approval.
4.14 The Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all cost and actual consultant’s fees incurred by the City for engineering, surveying and/or any other technical consultants to review and/or modify any documents or instruments required by these conditions and/or subsequent modification requests. This obligation shall be paid in the time noted above without deduction or offset and Developer’s failure to make such payment shall be material breach of the Conditions of Approval.
4.15 The Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all actual costs incurred by the City for Engineering, Planning and/or Building Department reviews and/or modify any documents or instruments required by these conditions and/or subsequent modification requests. This obligation shall be paid in the time noted above without deduction or offset and Cathedral Cove Center
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Developer’s failure to make such payment shall be material breach of the Conditions of Approval.
PROPERTY RIGHTS AND PRIVATE IMPROVEMENTS
4.16 Prior to issuance of any COO within each phase, the Developer shall acquire or confer easements and other property rights necessary for the construction or proper functioning of the proposed TPM. Conferred rights shall include irrevocable offers to dedicate or grant access easements to the City for emergency services and for maintenance, construction and reconstruction of essential improvements.
4.17 Pursuant to the aforementioned condition, conferred rights shall include approvals from all necessary persons or entities over easements and other property rights necessary for construction and proper functioning of the proposed TPM not limited to access rights over proposed and/or existing private streets that access public streets and open space/drainage facilities of all phases of the development.
Specifically:
A. Phase I
i. On the Final Parcel Map, the Owner of Record shall dedicate an additional 8 to 15 feet of right of way to the City along the East Palm Canyon Drive frontage to assure a half street right of way width of 63 feet. ii. If not already completed, on the Final Parcel Map, the Owner of Record shall dedicate an additional 18 feet of right of way to the City along the Van Fleet Street frontage to assure a half street right of way width of 38 feet.
iii. On the Final Parcel Map, the Owner of Record shall dedicate additional right of way at the TPM’s East Palm Canyon Drive and Van Fleet Street corner to provide for a Corner Cut-Back per Riverside County (RC) Standard No. 805.
iv. On the Final Parcel Map, the Owner of Record shall dedicate additional right of way at the TPM’s East Palm Canyon Drive and Allen Avenue corners to provide for Corner Cut-Backs per Riverside County (RC) Standard No. 805.
v. On the Final Parcel Map, the Owner of Record shall dedicate additional right of way at the TPM’s East Palm Canyon Drive and Date Palm Drive corners to provide for a Corner Cut-Backs per Riverside County (RC) Standard No. 805.
vi. On the Final Parcel Map, the Owner of Record shall dedicate additional right of way for the new 30-foot-wide driveway located approximately 80 Cathedral Cove Center
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feet east of Parcel 6’s west property line along the TPM’s East Palm Canyon Drive frontage provide for a Corner Cut-Back per Riverside County (RC) Standard No. 805.
vii. The TMP’s CC&Rs for all parcels within Phase I shall incorporate mutual access for emergency access (if required) and pedestrian access to Phase II – Residential; and, mutual access for emergency vehicles, vehicles and pedestrians to Phase II – Retail, subject to the approval of the Director of Engineering/Public Works.
viii. The TMP’s CC&Rs shall incorporate the Maintenance Conditions described in Condition 4.11 for all the parcels in Phase I, subject to the approval of the Director of Engineering/Public Works.
ix. The Developer shall record and the TPM’s CC&Rs shall incorporate the Street Light Covenant described in Condition 4.26 and 4.27 against all the parcels in Phase I.
x. The TPM’s CC&Rs shall incorporate a Mutual Drainage Easement between all parcels in Phase I and Phase II – Retail; and between Phase I and Phase II – Residential for receiving break out stormwater, subject to the approval of the Director of Engineering/Public Works. xi. The Developer shall record and the TPM’s CC&Rs shall incorporate the Water Quality Management Plan and Urban Runoff Best Management Practices Transfer, Access and Maintenance Covenant (as part of the WQMP) described in Condition 4.29.iv. against all the parcels in Phases I. xii. On the Final Parcel Map, the Owner of Record shall dedicate the proposed south extension of the Date Palm Drive/East Palm Canyon intersection for public street and public utility purposes, for a distance of approximately 100 ft south of East Palm Canyon Drive, in an alignment, width and configuration as approved by the Director of Engineering/Public Works. The south extension entrance into the TPM’s Phase I area shall be constructed as generally as shown on Plans, with concrete curb and gutter, sidewalks, curb returns, access ramps, and pavement. The TPM’s CC&Rs shall incorporate the ongoing maintenance and upkeep of the street improvements within the dedicated public portion of the proposed south extension of the Date Palm Drive entrance in a form as approved by Director of Engineering/Public Works.
xiii. On the Final Parcel Map with a certification that a vacation is the intent, the Property Owner of Record shall complete the vacation of a portion of A Street, all of “B” Street and a public alley between. Portions of “A” Street, “B” Street, and a public alley between these streets, were conditionally Cathedral Cove Center
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vacated by the City by Vacation Case No. 2015-02, as detailed in City Council Resolution No. 2015-60, adopted on November 16, 2015.
The Developers of the Phase II - Residential and Phase II - Retail shall abandon, relocate, underground, or otherwise clear existing utilities in these streets in conjunction these Phases, respectively, to the satisfaction of their owners, and meet the other conditions of the street and alley vacations as outlined in that Resolution, and a final Resolution of Vacation must be adopted and recorded prior to the issuance of Grading and/or Building Permits on any of the portions of streets or alley to be vacated.
Abandonment, relocation or undergrounding of any utilities in these vacated streets shall occur prior to the first COO issued for either Phase II – Residential or Phase II - Retail, where such vacation is applicable.
TPM’s CC&Rs shall incorporate the ongoing maintenance and upkeep of the street improvements within the non-vacation public portion of “A” Street, east of Van Fleet Street in a form as approved by Director of Engineering/Public Works.
B. Phase II - Residential:
i. If not already completed, on the Final Parcel Map, the Owner of Record shall dedicate an additional 18 feet of right of way to the City along the Van Fleet Street frontage to assure a half street right of way width of 38 feet.
ii. On the Final Parcel Map, the Owner of Record shall dedicate additional right of way at all the TPM’s Van Fleet Street and “D” Street frontage driveways to provide for Corner Cut-Backs per Riverside County (RC) Standard No. 805.
iii. The City will vacate portions of the “D” Street offset cul-de-sac located at the east end of “D” Street as required with the recordation of the Final Parcel Map (FPM) to complete a reduced size cul-de-sac in accordance with a 56-feet right of way size, shape and geometric alignment as generally show on the TTM per Riverside County (RC) Standard No. 800(A) and as final approved by the City Fire Chief and Director of Engineering/Public Works. Vacation and completion of construction of the “D" Street cul-de-sac shall occur prior to the issuance of the first permit and CCO of the Phase II – Residential, respectively.
iv. The TMP’s CC&Rs (or by recorded Covenant) for all parcels within Phase II - Residential shall incorporate mutual access for emergency access (if required) and pedestrian access to Phase I and Phase II – Retail subject to the approval of the Director of Engineering/Public Works.
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v. The TMP’s CC&Rs (or by recorded Covenant) shall incorporate the Maintenance Conditions described in Condition 4.11 for all the parcels in Phase II - Residential, subject to the approval of the Director of Engineering/Public Works.
vi. The Property Owner of Record shall record the Street Light Covenant described in Condition 4.26 and 4.27 against all the parcels in Phase II – Residential and ongoing maintenance shall be incorporated in the Phase II recorded CC&Rs.
vii. The TPM’s CC&Rs shall incorporate a Mutual Drainage Easement (or by recorded covenant) between all parcels in Phase II – Residential and Phase I for receiving break out stormwater, subject to the approval of the Director of Engineering/Public Works.
viii. The Property Owner of Record shall record the Water Quality Management Plan and Urban Runoff Best Management Practices Transfer, Access and Maintenance Covenant (as part of the WQMP) described in Condition 4.29.iv. against all the parcels in Phase II - Residential of the TPM and maintenance shall be incorporated in the Phase II - Residential CC&Rs.
ix. If not already completed, on the Final Parcel Map with a certification that a vacation is the intent, the Property Owner of Record shall complete the vacation of a portion of “A” Street, all of “B” Street and a public alley between. Portions of “A” Street, “B” Street, and a public alley between these streets, were conditionally vacated by the City by Vacation Case No. 2015-02, as detailed in City Council Resolution No. 2015-60, adopted on November 16, 2015.
The Developers of the Phase II - Residential and Phase II - Retail shall abandon, relocate, underground, or otherwise clear existing utilities in these streets in conjunction these Phases, respectively, to the satisfaction of their owners, and meet the other conditions of the street and alley vacations as outlined in that Resolution, and a final Resolution of Vacation must be adopted and recorded prior to the issuance of Grading and/or Building Permits on any of the portions of streets or alley to be vacated.
Abandonment, relocation or undergrounding of any utilities in these vacated streets shall occur prior to the first COO issued for either Phase II – Residential or Phase II - Retail, where such vacation is applicable C. Phase II - Retail
i. On the Final Parcel Map, the Owner of Record shall dedicate an additional 8 to 15 feet of right of way to the City along the East Palm Canyon Drive frontage to assure a half street right of way width of 63 feet.
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ii. On the Final Parcel Map, the Owner of Record shall dedicate an additional 18 feet of right of way to the City along the Van Fleet Street frontage to assure a half street right of way width of 38 feet.
iii. On the Final Parcel Map, the Property Owner of Record shall dedicate a 10-foot access easement on the west side of Parcel 6 for full ingress and egress access to abutting Parcel APN No. 687-207-004. The dedicated 10-foot access and egress easement will be constructed as generally as shown on Plans, with concrete curb, gutter, and pavement and will be included in the Maintenance Covenant described in Condition 4.11. iv. The TPM’s Phase II – Retail recorded CC&Rs shall incorporate a Mutual Trash Enclosure Access Easement to allow the property owner of Parcel APN No. 687-207-004 access to a trash enclosure constructed by the Applicant for the property owner of APN No. 687-207-004 as part of this TPM at the location generally shown on the Plans. The trash enclosure will be located, designed, and constructed per Cathedral City Design Standards at the Developer’s cost and subject to the approval of the Director of Planning/Building.
v. If not already completed, on the Final Parcel Map with a certification that a vacation is the intent, the Property Owner of Record shall complete the vacation of a portion of A Street, all of B Street and a public alley between.
Portions of A Street, B Street, and a public alley between these streets, were conditionally vacated by the City by Vacation Case No. 2015-02, as detailed in City Council Resolution No. 2015-60, adopted on November 16, 2015.
The Developers of the Phase II - Residential and Phase II - Retail shall abandon, relocate, underground, or otherwise clear existing utilities in these streets in conjunction these Phases, respectively, to the satisfaction of their owners, and meet the other conditions of the street and alley vacations as outlined in that Resolution, and a final Resolution of Vacation must be adopted and recorded prior to the issuance of Grading and/or Building Permits on any of the portions of streets or alley to be vacated.
Abandonment, relocation or undergrounding of any utilities in these vacated streets shall occur prior to the first COO issued for either Phase II – Residential or Phase II - Retail, where such vacation is applicable.
The TPM’s CC&Rs shall incorporate the ongoing maintenance and upkeep of the street improvements within the non-vacation public portion of “A” Street, east of Van Fleet Street in a form as approved by Director of Engineering/Public Works.
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vi. The TMP’s CC&Rs for all parcels within Phase II - Retail shall incorporate mutual access for emergency access (if required) and pedestrian access to Phase II – Residential; and mutual access for emergency vehicles, vehicles and pedestrians to Phase I, subject to the approval of the Director of Engineering/Public Works.
vii. The TMP’s CC&Rs shall incorporate the Maintenance Conditions described in Condition 4.11 for all the parcels in Phase II - Retail, subject to the approval of the Director of Engineering/Public Works. viii. The Developer shall record and the TPM’s CC&Rs shall incorporate the Street Light Covenant described in Condition 4.26 and 4.27 against all the parcels in Phase II - Retail.
ix. The TPM’s CC&Rs shall incorporate a Mutual Drainage Easement between all parcels in Phase II – Retail and Phase I, subject to the approval of the Director of Engineering/Public Works.
x. The Developer shall record and the TPM’s CC&Rs shall incorporate the Water Quality Management Plan and Urban Runoff Best Management Practices Transfer, Access and Maintenance Covenant (as part of the WQMP) described in Condition 4.29.iv. against all the parcels in Phase II - Retail.
4.18 The Developer shall retain for private use on this TPM all private street rights-ofway, parking lots, access ways, entry points, and rights-of-way in conformance with the City’s General Plan, Municipal Code, TPM and/or as required by the Director of Engineering/Public Works.
4.19 The Developer shall design the onsite private parking lot and drive aisles pavement sections using Cal Trans’s design procedure for 20-year life pavement, and the site-specific data for soils strength and anticipated traffic loading (including construction traffic). Minimum structural sections shall be as follows:
a. Parking Lot and Drive Aisles:
i. Asphalt (a.c.): Placed in one (1) lift: 3.0” a.c./4.0” class II base. Applicant will provide pavement and base section thicknesses and will be subject to the approval of the Director of Engineering/Public Works. ii. Portland Cement Concrete (PCC): 5.0” PCC w/wire mesh/4.0” class II base. Applicant will provide pavement and base section thicknesses and will be subject to the approval of the Director of Engineering/Public Works.
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b. Apply striping, legends and signage over the entire parking lot and drive aisles.
Final striping, legend and signage layout shall be approved by the Director of Engineering/Public Works.
c. Parking lot lighting shall comply with the lighting, photometric, Building and/or Engineering Site Plans to the satisfaction of the Director of Planning/Building and Director of Engineering/Public Works.
4.20 The Developer shall include on the following frontages:
a. Phase I:
i. East Palm Canyon Drive and Allen Avenue: Construct one (1) approximately 42-foot-wide signalized intersection driveway entrance to comply with ADA standards and to be shown on the Engineering Plans, to the satisfaction of the Director of Engineering.
1) The ingress and egress driveway at Allen Avenue cited above and as shown on the TPM and Plan and as part of these Conditions of Approval, shall provide ingress and egress for the retail development.
2) Any modification to these driveways will require the approval of the Director of Engineering/Public Works.
3) The entry drives, interior circulation routes, setbacks and other features generally shown on the TPM’s Plans, may require additional street widths as determined by the Director of Engineering/Public Works. The City shall determine any such additional requirements during the plan check process prior to the issuance of a Grading Permit for Phase I.
ii. East Palm Canyon Drive and Date Palm Drive: Construct one (1) approximately 60-foot-wide signalized intersection street entrance to comply with ADA standards and to be shown on the Engineering Plans, to the satisfaction of the Director of Engineering.
1) The ingress and egress driveway at Date Palm Drive cited above and as shown on the TPM and Plan and as part of these Conditions of Approval, shall provide ingress and egress for the retail development.
2) Any modification to these driveways will require the approval of the Director of Engineering/Public Works.
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3) The entry drives, interior circulation routes, setbacks and other features generally shown on the TPM’s Plans, may require additional street widths as determined by the Director of Engineering/Public Works. The City shall determine any such additional requirements during the plan check process prior to the issuance of a Grading Permit for Phase I.
B. Phase II - Residential:
i. Driveway and access points located in Phase II – Residential are to be submitted with the Applicant’s application documents for the entitlement for Phase II - Residential.
C. Phase II - Retail:
i. East Palm Canyon Drive approximately 80 feet east of Parcel 6’s west property line as generally shown on the TPM’s Plans: Construct one (1) approximately 30-foot-wide City Standard 200-B driveway entrance to comply with ADA standards and to be shown on the Engineering Plans, to the satisfaction of the Director of Engineering/Public Works. 1) The ingress and egress driveway on East Palm Canyon cited above and as shown on the TPM and Plan and as part of these Conditions of Approval, shall provide ingress and egress for the Phase II - Retail development.
2) Any modification to these driveways will require the approval of the Director of Engineering/Public Works.
3) The entry drives, interior circulation routes, setbacks and other features generally shown on the TPM’s Plans, may require additional street widths as determined by the Director of Engineering/Public Works. The City shall determine any such additional requirements during the plan check process prior to the issuance of a Grading Permit for Phase I.
ii. Van Fleet Street/A Street intersection: Construct one (1) 30-foot-wide Riverside County Standard Driveway Standard No. 207A driveway to comply with ADA standards and to be shown on the Engineering Plans to the satisfaction of the Director of Engineering/Public Works. 1) The ingress and egress driveway on Van Fleet Street cited above and as shown on the TPM and Plan and as part of these Conditions of Approval, shall provide ingress and egress for the retail development.
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2) Any modification to these driveways will require the approval of the Director of Engineering/Public Works.
3) The entry drives, interior circulation routes, setbacks and other features generally shown on the TPM’s Plans, may require additional street widths as determined by the Director of Engineering/Public Works. The City shall determine any such additional requirements during the plan check process prior to the issuance of a Grading Permit for Phase I.
4.21 Curve Radii for curbs at all street intersections and driveways shall not be less than 35 feet. All radii less than 35 feet will require the individual approval of the Director of Engineering/Public Works.
4.22 All commercial driveways shall be RC Commercial Driveway Standard No. 207A or as specifically cited in these Conditions of Approval with final approval by the Director of Engineering/Public Works.
4.23 Install Type A-6, A-8 and/or Type “D” curbs per RC Standards, which will convey water without ponding, and provide lateral containment of dust and residue during street sweeping operations, subject to the approval of the Director of Engineering/Public Works.
4.24 Construct all roadways, parking lots, drive aisles, curbs and gutters, sidewalks and driveways to uniformly connect to existing adjacent public and/or private improvements within and adjacent TPM as shown on the Plans to the satisfaction of the Director of Engineering/Public Works.
4.25 Construct all appurtenant roadway components such as, but not limited to: curb, gutter, sidewalk, ADA ramps, traffic control striping, legends, traffic control signs and street name signs to the satisfaction of the Director of Engineering/Public Works.
4.26 Existing Decorative Street Lights:
a. Phase I:
i. The Developer shall coordinate and pay all cost necessary for the refurbishment, LED retrofit and re-installation of the below detailed City owned street lights; and coordinate with SCE and the City for the Developer (and subsequent assignees to be incorporated in the CC&Rs) to take over the monthly electrical expense for the street lights; and coordinate with the City for the Developer (and subsequent assignees to be incorporated in the CC&Rs) to take over all future related maintenance, refurbishment and replacement costs, prior to the issuance of the first COO. The Developer shall execute a Street Light Covenant covering all Cathedral Cove Center
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the above, to be incorporated into the CC&Rs, and be reviewed and approved by the Director of Engineering/Public Works prior to recordation. 1) Remove, refresh with new purple coating, convert to LED, and reinstall the eight (8) existing decorative street lights along the Phase I East Palm Canyon Drive frontage from the eastern boundary of Phase I (east property line of APN 674-500-038) to the west boundary of Phase I, per City Standards, with the final locations subject to approval by the Director of Engineering/Public Works prior to the issuance of the first COO.
B. Phase II – Retail
i. The Developer shall coordinate and pay all cost necessary for the refurbishment, LED retrofit and re-installation of the below detailed City owned street light; and coordinate with SCE and the City for the Developer (and subsequent assignees to be incorporated in the CC&Rs) to take over the monthly electrical expense for the street light; and coordinate with the City for the Developer (and subsequent assignees to be incorporated in the CC&Rs) to take over all future related maintenance, refurbishment and replacement costs, prior to the issuance of the first COO. The Developer shall execute a Street Light Covenant covering all the above, to be incorporated into the CC&Rs, and be reviewed and approved by the Director of Engineering/Public Works prior to recordation. 1) Remove, refresh with new purple coating, convert to LED, and reinstall the one (1) existing decorative street light along the Phase III East Palm Canyon Drive frontage from the eastern boundary of Phase II - Retail to the west boundary of Phase II - Retail, per City Standards, with the final locations subject to approval by the Director of Engineering/Public Works prior to the issuance of the first COO.
4.27 New Standard Street Lights:
a. Phase II - Residential:
i. The Developer shall coordinate and pay all cost necessary for the installation of the below detailed City and Southern California Edison (SCE) approved standard LED street lights with SCE and the Developer (and subsequent assignees to be incorporated in the CC&Rs) to take over all related expenses, including the monthly electrical expense for the street lights installed prior to the issuance of the first COO. The Developer shall execute a Street Light Covenant, to be incorporated into the CC& Rs, and be reviewed and approved by the Director of Engineering/Public Works prior to recordation.
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1. Install three (3) 5,800 lumen shielded LED street lights along the Van Fleet Street frontage of the TPM, per City and SCE Standards, with the final locations subject to approval by the Director of Engineering/Public Works prior to the issuance of the first COO.
2. Install three (3) 5,800 lumen shielded LED street lights along the “D” Street frontage of the TPM, per City and SCE Standards, with the final locations subject to approval by the Director of Engineering/Public Works prior to the issuance of the first COO. b. Phase II- Retail:
i. The Developer shall coordinate and pay all cost necessary for the installation of the below detailed City and Southern California Edison (SCE) approved standard LED street lights with SCE and the Developer (and subsequent assignees to be incorporated in the CC&Rs) to take over all related expenses, including the monthly electrical expense for the street lights installed prior to the issuance of the first COO. The Developer shall execute a Street Light Covenant, to be incorporated into the CC& Rs, and be reviewed and approved by the Director of Engineering/Public Works prior to recordation.
1. Install one (1) 5,800 lumen shielded LED street light along the Van Fleet Street frontage of the TPM, per City and SCE Standards, with the final locations subject to approval by the Director of Engineering/Public Works prior to the issuance of the first COO.
4.28 If applicable, the Developer of each phase shall coordinate and pay all cost necessary for the undergrounding and removal of all, and not limited to, aerial wires, power lines, telephone wires, cable lines, communication equipment, pole under burden and respective poles that are within this TPM, per CC Municipal Code 8.30.050, prior to the issuance of the first COO within each phase to the satisfaction of the Director of Engineering/Public Works.
4.29 The Developer of each phase will design and install on site stormwater drainage facilities for each phase:
i. Within the paved and landscaped areas of each phase of the TPM, the Developer will design facilities to capture all onsite nuisance and stormwater, with breakout facilities, per Cathedral City Municipal Code requirements and other conditions specified herein to the satisfaction of the Director of Engineering/Public Works.
ii. The Developer of Phase I will install facilities during the TPM’s Phase I construction to temporarily either capture and/or pass-through all stormwater Cathedral Cove Center
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from the Phase II - Residential Parcels immediately to the south to a stormwater inlet and/or outlet drain on the eastern boundary of Phase I to the satisfaction of the Director of Engineering/Public Works. Phase I will be required to pass receive and/or pass through breakout stormwater from Phase II – Residential.
iii. The Developer of Phase II – Residential will design permanent facilities to capture all required nuisance and 100-year stormwater on the Phase II – Residential parcel(s) and only pass through to Phase I breakout stormwater. iv. The Developer of each phase shall offer for dedication to the City those easements necessary for access to drainage facilities and basins, by separate instrument. The Developer of each phase required to execute a Water Quality Management Plan and Urban Runoff Best Management Practices Transfer, Access and Maintenance Covenant with the City (as part of the WQMP) and incorporate in each phase’s CC&Rs prior to issuance of the Grading Permit.
4.30 Dedications shall include additional widths as necessary for dedicated right and left turn lanes, deceleration and acceleration lanes, bus turnouts and other features that may be contained in the TPM’s Plans.
4.31 When the Director of Engineering/Public Works determines that access rights to the proposed street rights-of-way shown on the TPM’s Plans are necessary prior to the approval of the Final Parcel Map dedicating such rights-of-way, the Developer shall grant the necessary rights-of-way within 60 days of a written request by the City.
4.32 Where public facilities (e.g., sidewalks) are placed on privately owned setbacks, the Applicant shall offer for dedication blanket easements for those purposes by separate instrument prior to the issuance of the first COO.
4.33 The Developer of each phase shall cause all missing property corners and survey monuments within the boundaries of the TPM to be set prior to the issuance of the first COO, in accordance with the Subdivision Map Act and City requirements.
4.34 The Developer of each phase shall furnish proof of easements, or written permission, as appropriate, from those owners of all abutting properties on which, and not limited to, grading, wall construction, retaining wall construction, permanent slopes, street improvements, sidewalks, driveways, utility relocations, other encroachments and other construction activities will occur. i. Further, all abutting properties disturbed by the Developer of each phase, and not limited to, grading, wall construction, retaining wall construction, permanent slopes, street improvements, sidewalks, driveways, utility relocations, other encroachments and other construction activities Cathedral Cove Center
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performed by the Developer, will be restored to original and/or improved conditions subject to the prior review and approval of the Director of Engineering/Public Works and/or Director of Planning/Building.
4.35 The Developer of each phase shall cause no easement to be granted, or recorded, over any portion of the subject property between the date of approval of the TPM and the date of issuance of the first COO, unless such easement is approved by the Director of Engineering/Public Works.
4.36 The Developer of each phase will coordinate all private roadway improvements and driveway transitions with the adjacent property owners (public and/or private) and coordinate relocation of fire hydrants, water meters and all other appurtenances as required to the satisfaction of the Director of Engineering/Public Works.
4.37 Improvements shall be designed and constructed in accordance with City adopted standards, supplemental drawings and specifications, or as approved by the Director of Engineering/Public Works.
4.38 All improvements will be subject to City requirements for inspection during construction.
4.39 The City will conduct final inspections of structures only when the buildings have improved street and sidewalk access to streets, including ADA access. The improvements shall include required traffic control devices, pavement markings and street name signs.
4.40 The Developer shall be responsible for the vacation and granting of easements that address changes in the existing easements over the proposed TPM that may be affected by proposed improvements. Pursuant this condition, the Developer shall apply to the City for any street vacation request of public right-of-way and/or utility easements. The Developer must provide all applicable exhibits and legal descriptions and perform all necessary abandonments or relocation of easements and/or facilities as required by all affected utility purveyors over the public rightsof-way and/or utility easements, or as approved by the Director of Engineering/Public Works. Typically, the right-of-way vacation process is up to three (3) months.
PUBLIC IMPROVEMENTS
4.41 The Developer of each phase shall pay all costs to engineer, construct, dedicate and complete the following street and traffic signal modification improvements to conform to these Conditions of Approval, the General Plan and the requirements of the TPM’s Traffic Analysis for the Cathedral Cove Center, prepared by Urban Crossroads, dated April 8, 2022:
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Exception: The City shall be responsible for monitoring conditions at the offsite intersections of Cathedral Canyon Drive/Dinah Shore Drive and Date Palm Drive/Ramon Road and providing improvements to those intersections through its Capital Improvement Program and/or local, State or federal funding at such time as the improvements are warranted, thereby mitigating the TMP’s impacts to these intersections.
A. PUBLIC IMPROVEMENTS
i. Phase I:
1. Phase I public improvements for the purposes of these Conditions of Approval, will include the TPM’s north property line frontage along East Palm Canyon Drive abutting Parcel 6’s east property line in Phase II - Retail, east to the eastern boundary of TPM’s APN 674-500-038 and south abutting Parcel 9. Phase I include Parcels I through 5 and APN 674-500-038.
2. All Phase I improvements will be completed by the Developer of Phase I prior to the issuance of the first COO of Phase I.
3. East Palm Canyon Drive – Public roadway as shown on the Plans and per these Conditions of Approval shall include the following:
a. East Palm Canyon Drive is a public roadway and is
designated as an Arterial Highway with a 126 ft. right of way (half street right of way is 63 feet).
b. Street measured at curb to curb shall have a minimum 94 ft. street width. The location of the south curb line shall be a minimum of 47 feet south of the East Palm Canyon Drive
centerline of improvements as generally shown on the
TPM’s Plans.
c. From Parcel 5’ west property line to the Allen Avenue driveway entrance construct and/or replace:
i. A minimum 8 to 16 feet wide sidewalk to provide
smooth transition and connectively west and east in
accordance with ADA and RC Standards 401 or 404
as generally shown on the TPM’s Plans to the
satisfaction of the Director of Engineering/Public
Works.
ii. Non-compliant and/or broken roadway and parkway
components such as, and not limited to: curb, gutter,
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sidewalk, a.c., ADA ramps, traffic control striping,
legends, LED traffic control signs and street name
signs to the satisfaction of the Director of
Engineering/Public Works. The City shall identify all
such areas prior to issuance of the Grading Permit.
d. Fronting Parcel 5 remove:
i. The existing eastbound to southbound deceleration
lane island at East Palm Canyon Drive and Allen
Avenue and remove all landscaping, electrical, storm
drain, traffic signal facilities and all other ancillary accessories. Replace asphalt within this area per
these Conditions of Approval to the satisfaction of the Director of Engineering/Public Works. Removed
facilities that are salvageable and subject to
refurbishment may be relocated if approved prior by
the Director of Engineering/Public Works.
e. From the Allen Avenue driveway entrance east
approximately 430 feet along the frontages of Parcels 4, 3 and 2 construct:
i. New curb, gutter and a.c. as part of street widening to connect to existing curb, gutter and a.c. within and
east of Parcel 2 with a smooth taper transition
designed and constructed as generally shown on the
TPM’s Plans to the satisfaction of the Director of
Engineering/Public Works.
f. From the Allen Avenue driveway entrance to the Date Palm Drive entrance construct and/or replace:
i. A minimum 8 to 16 feet wide sidewalk to provide
smooth transition and connectivity west and east in
accordance with ADA and RC Standards 401 or 404
as generally shown on the TPM’s Plans to the
satisfaction of the Director of Engineering/Public
Works.
ii. Non-compliant and/or broken roadway and parkway
components such as, and not limited to: curb, gutter,
sidewalk, a.c., ADA ramps, traffic control striping,
legends, LED traffic control signs and street name
signs to the satisfaction of the Director of
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Engineering/Public Works. The City shall identify all
such areas prior to issuance of the Grading Permit.
g. From the Date Palm entrance to the east TPM limits
including the east property line of APN 674-500-038
construct/modify and/or repair:
i. Non-compliant and/or broken roadway and parkway
components such as, and not limited to: curb, gutter,
sidewalk, a.c., ADA ramps, traffic control striping,
legends, LED traffic control signs and street name
signs to the satisfaction of the Director of
Engineering/Public Works. The City shall identify all
such areas prior to issuance of the Grading Permit.
h. In all areas where new curb and gutter is constructed as part of street widening and as generally shown on the TPM’s
Plans along the East Palm Canyon Drive frontage:
i. Replace a.c. to a thickness per these Conditions of
Approval to the satisfaction of the Director of
Engineering/Public Works.
ii. Grind and overlay A minimum of 1-inch a.c. to the
centerline of improvements or less as approved by
the Director of Engineering/Public Works to create
and/or maintain a 2% crossfall to the adjacent curb
and gutter and the extent of the grind and overlay
meeting these requirements shall be identified on the
Civil Engineering Street Plans.
i. Along the entire East Palm Canyon Drive frontage of Phase I:
i. Apply Type II REAS (Rubberized Emulsion Aggregate
Slurry) from the gutter pan to the centerline of
improvements to the satisfaction of the Director of
Engineering/Public Works.
ii. Restripe all lanes, crosswalks and turning pockets, including legends as generally shown on the TPM’s
Plans to the satisfaction of the Director of
Engineering/Public Works.
iii. Construct all street, curb and gutter to uniformly connect to existing adjacent improvements east and
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west of the TPM to the satisfaction of the Director of
Engineering/Public Works.
iv. East Palm Canyon Drive frontage will be designated
as “No Stopping” with signs posted as approved by
the Director of Engineering/Public Works.
4. East Palm Canyon Drive Intersections:
a. East Palm Canyon Drive/Allen Avenue intersection:
i. Replace, protect in place/refurbish, relocate/refurbish (if meets current standards and approved by the
Director of Engineering/Public Works) and/or install
new, all traffic signal equipment, lighting equipment
and all related appurtenances making the traffic signal fully operational at the East Palm Canyon Drive/Allen
Avenue intersection to make the intersection fully
functional adhering to current CA traffic safety and
ADA standards to the satisfaction of the Director of
Engineering/Public Works.
1. Appurtenances include and are not limited to:
a. ADA audible pedestrian call buttons
b. Controllers
c. Cabinets
d. Poles
e. Mast arms
f. Signal heads
g. Signage
h. Traffic safety lights
i. Signal timing
j. Etc.
ii. Complete all traffic signal engineering, signal retiming and synchronization coordination modifications
necessary for local and regional signal operation.
iii. Replace existing pedestrian call buttons with ADA
audible pedestrian call buttons as approve by the
Director of Engineering/Public Works.
iv. Replace the existing traffic safety lights with LED traffic safety lights as approve by the Director of
Engineering/Public Works.
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v. Restripe east, west, south and north pedestrian
crosswalks and turn pockets to the satisfaction of the
Director of Engineering/Public Works.
vi. Construct and/or reconstruct ADA pedestrian
sidewalk ramps on the south side of the East Palm
Canyon Drive/Allen Avenue intersection to conform to
Cal Trans A-88-A as approved by the Director of
Engineering/Public Works.
b. East Palm Canyon Drive and Date Palm Drive intersection:
i. Replace, protect in place/refurbish, relocate/refurbish (if meets current standards and approved by the
Director of Engineering/Public Works) and/or install
new, all traffic signal equipment, lighting equipment
and all related appurtenances making the traffic signal fully operational at the East Palm Canyon Drive/Date
Palm Drive intersection to make the intersection fully
functional adhering to current CA traffic safety and
ADA standards to the satisfaction of the Director of
Engineering/Public Works.
1. Appurtenances include and are not limited to:
a. ADA audible pedestrian call buttons
b. Controllers
c. Cabinets
d. Poles
e. Mast arms
f. Signal heads
g. Signage
h. Traffic safety lights
i. Signal timing
j. Etc.
ii. Complete all traffic signal engineering, signal retiming and synchronization coordination modifications
necessary for local and regional signal operation.
iii. Replace existing pedestrian call buttons with ADA
audible pedestrian call buttons as approve by the
Director of Engineering/Public Works.
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iv. Replace the existing traffic safety lights with LED traffic safety lights as approve by the Director of
Engineering/Public Works.
v. Install the east pedestrian crosswalk with all related equipment and appurtenances.
vi. Construct a minimum 160-foot left lane turn pocket at the east side of East Palm Canyon Drive intersection
for west bound traffic to turn left/southbound to enter the TPM’s Date Palm Drive entrance.
1. Left turn pocket design and construction will
require the removal, relocation and restoration
of the existing median artwork, signage and
lighting system as approved by the Director of
Engineering/Public Works.
vii. Restripe east, west, south and north pedestrian
crosswalks and turn pockets to the satisfaction of the
Director of Engineering/Public Works.
viii. Construct and/or reconstruct ADA pedestrian
sidewalk ramps on the south side of the East Palm
Canyon Drive/Date Palm Drive intersection to
conform to Cal Trans A-88-A as approved by the
Director of Engineering/Public Works.
ix. Construct Date Palm Drive south of East Palm
Canyon drive to integrate with the proposed private
improvements of the TPM.
5. Date Palm Drive is a public roadway as shown on the Plans and per these Conditions of Approval shall include the following:
a. Date Palm Drive is a public roadway and is designated as an Arterial Highway with a 126 ft. right of way (half street right of way is 63 feet).
b. Street measured at curb to curb shall have a minimum 94 ft. street width.
c. Along the TPM’s Date Palm Drive frontage south of East Palm Canyon Drive reconstruct:
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i. Date Palm Drive to integrate with the proposed
private improvements of the TPM and maintenance to
be assumed by the Applicant under a Maintenance
Performance Agreement.
ii. Restripe all lanes, crosswalks and turning pockets, including legends to be shown on the TPM’s Plans to
the satisfaction of the Director of Engineering/Public
Works.
iii. Construct all street, curb and gutter to uniformly connect to existing adjacent improvements east and
west of the TPM to the satisfaction of the Director of
Engineering/Public Works.
iv. Non-compliant and/or broken roadway and parkway
components such as, and not limited to: curb, gutter,
sidewalk, a.c., ADA ramps, traffic control striping,
legends, LED traffic control signs and street name
signs to the satisfaction of the Director of
Engineering/Public Works. The City shall identify all
such areas prior to issuance of the Grading Permit.
ii. Phase II - Residential
1. Phase II - Residential improvements for the purposes of these Conditions of Approval, will include the TPM’s frontages abutting and south of Phase I (Parcels 1 through 5), Phase II - Retail (Parcels 6 through 8), east along the East Cathedral Canyon Flood Control Channel’s west bank, abutting and north of “D” Street and abutting and west of Van Fleet Street.
2. All Phase II - Residential improvements will be completed by the Developer of Phase II - Residential prior to the issuance of the first COO of Phase II - Residential and linked to the completion of the East Palm Canyon Drive frontage and East Palm Canyon
Drive/Van Fleet Street intersection improvements within Phase II - Retail. Further, upon the completion of the purchase and/or sale of Parcel 9, the Developer of Phase 1 will initiate the design and construction of the aforementioned Phase II - Retail improvements (East Palm Canyon Drive frontage and East Palm Canyon
Drive/Van Fleet Street intersection improvements) and complete the improvements within eighteen (18) months of the sale date.
3. All future driveway, access points, street and right of way infrastructure currently not identified in Phase II - Residential are Cathedral Cove Center
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required to be submitted with the Phase II – Residential Developer’s application for the entitlement of Phase II - Residential (Parcel 9) and will be subject to additional Conditions of Approval.
4. “D” Street – Public roadway as shown on the Plans and per these Conditions of Approval shall include the following (to be completed in conjunction with the Phase II – Residential construction):
a. “D” Street is a public roadway and is designated as a residential roadway with a 50 foot right of way (north from centerline is 30 feet and south from centerline is 20 feet). b. Street measured curb to curb shall have a 30-foot street width.
c. The existing cul-de-sac along the TPM’s “D” Street Phase II frontage at the east end of “D” Street will be reconstructed as follows:
i. Existing curb, gutter, sidewalk and a.c. improvements will be removed and replaced with new curb, gutter,
sidewalk and a.c. improvements as required for a
reduced configuration size, shape and geometric
alignment matching Riverside County (RC) Standard
No. 800(A) to be shown on the TPM Plans as final
approved by the City Fire Chief and Director of
Engineering/Public Works.
d. Along the TPM’s “D” Street Phase II frontage replace, rehabilitate and/or modify:
i. Apply Type II REAS (Rubberized Emulsion Aggregate
Slurry) from the gutter pan to the centerline of
improvements to the satisfaction of the Director of
Engineering/Public Works.
ii. Restripe all lanes, crosswalks and turning pockets, including legends to be shown on the TPM’s Plans to
the satisfaction of the Director of Engineering/Public
Works.
iii. Construct all street, curb and gutter to uniformly connect to existing adjacent improvements east and
west of the TPM to the satisfaction of the Director of
Engineering/Public Works.
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iv. Non-compliant and/or broken roadway and parkway
components such as, and not limited to: curb, gutter,
sidewalk, a.c., ADA ramps, traffic control striping,
legends, LED traffic control signs and street name
signs to the satisfaction of the Director of
Engineering/Public Works. The City shall identify all
such areas prior to issuance of the Grading Permit.
5. “D” Street Intersection (to be completed in conjunction with the Phase II – Residential construction):
a. D Street/Van Fleet Intersection:
i. Reconstruct the ADA pedestrian sidewalk ramp at the
southeast corner to conform to Cal Trans A-88-A
Case B Detail B as approved by the Director of
Engineering/Public Works.
6. Van Fleet Street – A public roadway as shown on the Plans and subject to these Conditions of Approval shall include the following (to be completed in conjunction with the Phase II – Residential construction):
a. Van Fleet is a public roadway and is designated as a collector with a 58 foot right of way.
b. Van Fleet centerline to east curb is 30 feet.
c. Along the TPM’s Van Fleet Street Phase III frontage, rehabilitate and/or modify:
i. Apply Type II REAS (Rubberized Emulsion Aggregate
Slurry) from the gutter pan to the centerline of
improvements to the satisfaction of the Director of
Engineering/Public Works.
ii. Restripe all lanes, crosswalks and turning pockets, including legends to be shown on the TPM’s Plans to
the satisfaction of the Director of Engineering/Public
Works.
iii. Construct all street, curb and gutter to uniformly connect to existing adjacent improvements east and
west of the TPM to the satisfaction of the Director of
Engineering/Public Works.
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iv. Non-compliant and/or broken roadway and parkway
components such as, and not limited to: curb, gutter,
sidewalk, a.c., ADA ramps, traffic control striping,
legends, LED traffic control signs and street name
signs to the satisfaction of the Director of
Engineering/Public Works. The City shall identify all
such areas prior to the issuance of a Grading Permit.
iii. Phase II - Retail
1. Phase II - Retail public improvements for the purposes of these Conditions of Approval will include the TPM’s frontages abutting East Palm Canyon Drive to the north, abutting Phase I (Parcels 1 through 5) to the east, abutting Phase II – Residential to the south (Parcel 9) and excluding Parcel APN 687-207-004.
2. All Phase II - Retail improvements will be completed by the Applicant prior to the issuance of the first COO of Phase II - Retail.
Refer to Phase II - Residential Conditions of Approval 4.43.A.ii.2) for completion of the East Palm Canyon Drive frontage
improvements and East Palm Canyon Drive/Van Fleet Street intersection improvements within Phase II – Retail I if Phase II – Residential precedes Phase II - Retail.
3. East Palm Canyon Drive - Public roadway as shown on the Plans and per these Conditions of Approval shall include the following:
a. East Palm Canyon Drive is a public roadway and is
designated as an Arterial Highway with a 126 ft. right of way (half street right of way is 63 feet).
b. Street measured at curb to curb shall have a minimum 94 ft. street width. The location of the south curb line shall be a minimum of 47 feet south of the East Palm Canyon Drive
centerline of improvements as generally shown on the
TPM’s Plans.
c. From Van Fleet Street east to the east property line of Parcel 7 construct:
i. New sidewalk, curb, gutter and a.c. as part of street widening to connect to existing sidewalk, curb, gutter
and a.c. east of Parcel 7’s east property line, including and additional interim concrete taper transition curb
designed, constructed and to be shown on the TPM’s
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Plans to the satisfaction of the Director of
Engineering/Public Works.
d. From the west property line of Parcel 6 east to the western portion of Parcel 5 construct:
i. New sidewalk, curb, gutter and a.c. as part of street widening to connect to the existing sidewalk, curb,
gutter and a.c. to the west and east to the western
portion of Parcel 5 to be shown on the TPM’s Plans to
the satisfaction of the Director of Engineering/Public
Works.
ii. A new 30-foot-wide City Standard 200-B driveway
approximately 80 feet east of Parcel 6’s west property
line as generally shown on the TPM’s Plans to the
satisfaction of the Director of Engineering/Public
Works.
e. In all areas where new curb and gutter is constructed as part of street widening and to be shown on the TPM’s Plans
along the East Palm Canyon Drive frontage:
i. Replace a.c. to a thickness per these Conditions of
Approval to the satisfaction of the Director of
Engineering/Public Works.
ii. Grind and overlay A minimum of 1-inch a.c. to the
centerline of improvements or less as approved by
the Director of Engineering/Public Works to create
and/or maintain a 2% crossfall to the adjacent curb
and gutter and the extent of the grind and overlay
meeting these requirements shall be identified on the
Civil Engineering Street Plans.
f. Along the entire East Palm Canyon frontage of Phase II - Retail:
i. Apply Type II REAS (Rubberized Emulsion Aggregate
Slurry) from the gutter pan to the centerline of
improvements to the satisfaction of the Director of
Engineering/Public Works.
ii. Restripe all lanes, crosswalks and turning pockets, including legends as generally shown on the TPM’s
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Plans to the satisfaction of the Director of
Engineering/Public Works.
iii. Construct all street, curb and gutter to uniformly connect to existing adjacent improvements east and
west of the TPM to the satisfaction of the Director of
Engineering/Public Works.
iv. East Palm Canyon Drive frontage will be designated
as “No Stopping” with signs posted as approved by
the Director of Engineering/Public Works.
4. East Palm Canyon Drive Intersection:
a. East Palm Canyon Drive/Van Fleet Street intersection:
i. Replace, protect in place/refurbish, relocate/refurbish (if meets current standards and approved by the
Director of Engineering/Public Works) and/or install
new, all traffic signal equipment, lighting equipment
and all related appurtenances making the traffic signal fully operational at the East Palm Canyon Drive/Van
Fleet Street intersection to make the intersection fully functional adhering to current CA traffic safety and
ADA standards to the satisfaction of the Director of
Engineering/Public Works.
1. Appurtenances include and are not limited to:
a. ADA audible pedestrian call buttons
b. Controllers
c. Cabinets
d. Poles
e. Mast arms
f. Signal heads
g. Signage
h. Traffic safety lights
i. Signal timing
j. Etc.
ii. Complete all traffic signal engineering, signal retiming and synchronization coordination modifications
necessary for local and regional signal operation.
iii. Replace existing pedestrian call buttons with ADA
audible pedestrian call buttons as approve by the
Director of Engineering/Public Works.
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iv. Replace the existing traffic safety lights with LED traffic safety lights as approve by the Director of
Engineering/Public Works.
v. Restripe east, west, south and north pedestrian
crosswalks and turn pockets to the satisfaction of the
Director of Engineering/Public Works.
vi. Construct and/or reconstruct ADA pedestrian
sidewalk ramps on the south side of the East Palm
Canyon Drive/Allen Avenue intersection to conform to
Cal Trans A-88-A as approved by the Director of
Engineering/Public Works.
5. Van Fleet Street – A public roadway as shown on the Plans and subject to these Conditions of Approval shall include the following:
a. Van Fleet Street is a public roadway and is designated as a collector with a 58 foot right of way.
b. Van Fleet Street centerline to east curb is 30 feet. c. Along the TPM’s Van Fleet Street Phase II - Retail frontage, rehabilitate and/or modify:
i. Apply Type II REAS (Rubberized Emulsion Aggregate
Slurry) from the gutter pan to the centerline of
improvements to the satisfaction of the Director of
Engineering/Public Works.
ii. Restripe all lanes, crosswalks and turning pockets, including legends to be shown on the TPM’s Plans to
the satisfaction of the Director of Engineering/Public
Works.
iii. Construct all street, curb and gutter to uniformly connect to existing adjacent improvements east and
west of the TPM to the satisfaction of the Director of
Engineering/Public Works.
iv. Non-compliant and/or broken roadway and parkway
components such as, and not limited to: curb, gutter,
sidewalk, a.c., ADA ramps, traffic control striping,
legends, LED traffic control signs and street name
signs to the satisfaction of the Director of
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Engineering/Public Works. City shall identify all such
areas prior to the issuance of a Grading Permit.
6. Van Fleet Street Intersection:
a. Van Fleet Street/”A” Street intersection (to be completed in conjunction with the Phase II – Retail construction):
i. Construct a 30-foot-wide Riverside County
Commercial Driveway - Standard No. 207A, to comply
with ADA standards as generally show on the Plans
to the satisfaction of the Director of
Engineering/Public Works.
7. “A” Street Public roadway as shown on the Plans and per these Conditions of Approval shall include the following:
a. “A” Street is a public roadway and is designated as
commercial access roadway with right of way that varies from 40 to 45 feet and is 200 feet in length.
b. Street measured curb to curb shall be a minimum 30-foot street width (“A” Street centerline to south curb is 14 feet and north curb 16 feet).
c. Along the TPM’s “A” Street frontage reconstruct:
i. The Phase II - Retail CC&Rs shall incorporate the
ongoing maintenance and upkeep of the street
improvements within the non-vacation public portion
of “A” Street, east of Van Fleet Street in a form as
approved by Director of Engineering/Public Works.
ii. Restripe all lanes, crosswalks and turning pockets, including legends to be shown on the TPM’s Plans to
the satisfaction of the Director of Engineering/Public
Works.
iii. Construct all street, curb and gutter to uniformly connect to existing adjacent improvements east and
west of the TPM to the satisfaction of the Director of
Engineering/Public Works.
iv. Non-compliant and/or broken roadway and parkway
components such as, and not limited to: curb, gutter,
sidewalk, a.c., ADA ramps, traffic control striping,
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legends, LED traffic control signs and street name
signs to the satisfaction of the Director of
Engineering/Public Works. The City shall identify all
such areas prior to the issuance of a Grading Permit.
4.42 Coordinate all public and private roadway improvements and driveway transitions with the adjacent property owner and coordinate relocation of fire hydrants, water meters, storm drains, and all other appurtenances as required to the satisfaction of the Director of Engineering/Public Works.
4.43 Streets shall have A-6 or A-8 curbs per County of Riverside (RC) Standards, which will convey water without ponding, and provide lateral containment of dust and residue during street sweeping operations.
4.44 Construct all concrete sidewalk per RC Standards, with all required ADA ramps and utility offsets as approved by the Director of Engineering/Public Works.
4.45 Construct all appurtenant roadway components such as, but not limited to: curb, gutter, sidewalk, ADA ramps, traffic control striping, legends, traffic control signs and street name signs as approved by the Director of Engineering/Public Works.
4.46 The Developer shall design street pavement sections using Cal Trans’s design procedure for 20-year life pavement, and the site-specific data for soil strength and anticipated traffic loading (including construction traffic). Replace in kind or minimum structural sections, with asphalt placed in two lifts, shall be as follows:
East Palm Canyon Drive: In kind or minimum 5.5” a.c./6.5” class II base D Street: 3.0” a.c./4.5” class II base
Van Fleet Street: 4.0” a.c./5.0” class II base
4.47 The Developer will cooperate with all adjacent developers and property owners to assure that drainage, access and roadway designs are constructed to assure that all adjacent public works infrastructure is constructed in a uniform manner as approved by the Director of Engineering/Public Works.
4.48 Curve Radii for curbs at all street intersections shall not be less than 35 feet or matching opposing approved corner curve radii or as approved by the Director of Engineering/Public Works.
4.49 Right-of-Way geometry for property line corner cut-backs at curb returns shall conform to RC Standard Drawing No. 805 unless otherwise approved by the Director of Engineering/Public Works.
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4.50 The Developer will remove all existing landscaping, monuments and/or structures that the Director of Engineering/Public Works determines to impair vehicle, bicycle and/or pedestrian line-of-sights along all the frontages associated with this TPM and to be shown on the Civil Engineering Plans for each phase.
4.51 The Developer will coordinate all public and private roadway improvements and driveway transitions with the adjacent property owners (public and/or private) and coordinate relocation of fire hydrants, water meters and all other appurtenances as required to the satisfaction of the Director of Engineering/Public Works.
4.52 The Developer shall construct all street, curb and gutter to uniformly connect to existing adjacent improvements north, south, east and west of the TPM along the East Palm Canyon Drive, D Street, Van Fleet, A Street and Date Palm Drive frontages, respectively, to the satisfaction of the Director of Engineering/Public Works prior to the issuance of the first COO of each phase.
4.53 Improvements shall be designed and constructed in accordance with City adopted standards, supplemental drawings and specifications, or as approved by the Director of Engineering/Public Works.
4.54 All public and private improvements shall be subject to City requirements for inspection during construction.
4.55 The City will conduct final inspections of structures only when the buildings have improved street and sidewalk access to publicly maintained streets. The improvements shall include required traffic control devices, pavement markings and street name signs.
IMPROVEMENT PLANS
As used throughout these Conditions of Approval, professional titles such as “engineer,”’ “surveyor,” and “architect,” refer to persons currently certified or licensed to practice their respective professions in the State of California.
4.56 Improvement plans shall be prepared by or under the direct supervision of qualified engineers and/or architects, as appropriate, and shall comply with all requirements of the City of Cathedral City.
4.57 The following improvement plans shall be prepared and submitted for review by the Engineering Department. A separate set of plans for each line item specified below, for each phase, shall be prepared. The plans shall utilize the minimum scale specified, unless authorized by the Director of Engineering/Public Works.
Plans may be prepared at larger scale if additional detail or plan clarity is desired.
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NOTE: The Developer may be required to prepare other improvement plans not listed here pursuant to improvements required by other agencies and utility purveyors.
NOTE: All Plans will be prepared by a Civil Engineer licensed to practice their profession in the State of California.
A. On-Site Rough Grading Plan 1” = 40’ Horizontal
B. PM 10 Plan 1” = 40’ Horizontal plan and report form
C. Erosion Control Plan 1” = 40’ Horizontal
D. WQMP (Plan submitted in report form)
NOTE: A through D to be submitted concurrently.
NOTE: Rough Grading Plan shall normally include perimeter wall with Top of Wall and Top of Footing elevations shown. All footings shall have a minimum of 1-foot of cover, or sufficient cover to clear any adjacent obstructions.
E. Precise Grading Plan 1” = 40’ Horizontal
F. On Site Storm Drain Plan 1” = 40’ Horizontal
G. Off Site Storm Drain Plan 1” = 40’ Horizontal, 1’ = 4’ Vertical H. On Site Street Improvement Plan 1” = 40’ Horizontal, 1’ = 4’ Vertical I. Off Site Street Improvement Plan 1” = 40’ Horizontal, 1’ = 4’ Vertical J. Street Signing and Striping Plan 1” = 40’ Horizontal K. Signal Plan 1” = 40’ Horizontal
NOTE: E through K to be submitted concurrently.
NOTE: The street improvement plans shall show the sidewalk in the combined parkway and landscape setback area.
NOTE: Separate Storm Drain Plans are required.
Other engineered improvement plans prepared for City approval that are not listed above shall be prepared in formats approved by the Director of Engineering/Public Works prior to commencing plan preparation.
All Plan and Profile Street Plans and Signing and Striping plans shall show all existing improvements for a distance of at least 200-feet beyond the project limits, or a distance sufficient to show any required design transitions.
All Signing and Striping Plans shall show, at a minimum; Stop Signs, Limit Lines and Legends, No Parking Signs, Raised Pavement Markers (RPMs) (including Blue RPMs at fire hydrants), curb paint limits and Street Name Signs per Cathedral City Standard Plans and/or as approved by the Director of Engineering/Public Works.
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4.58 The Developer shall furnish accurate Mylars of all improvement plans to the Director of Engineering/Public Works for approval. The improvement plans shall be of a scale approved by the Director of Engineering/Public Works.
4.59 The Developer shall furnish a copy of all approved improvement plans on an electronic storage media acceptable to the Director of Engineering/Public Works.
4.60 Upon completion of construction and prior to final acceptance of the improvements by the City, the Developer shall furnish the City with reproducible record drawings of all improvement plans which were approved by the City. Each sheet shall be clearly marked “As Built” and shall be stamped and signed by the engineer or surveyor certifying to the accuracy and completeness of the drawings. The Developer shall have all approved Mylars previously submitted to the City, revised to reflect the as-built conditions. The Developer shall employ or retain the Engineer of Record (EOR) during the construction phase of the project so that the EOR can make site visits in support of preparing “As Built”. However, if subsequent approved revisions have been approved by the Director of Engineering/Public Works and reflect said “As Built” conditions, the EOR may submit a letter attesting to said fact to the Director of Engineering/Public Works in lieu of Mylar submittal.
IMPROVEMENT SECURITY AGREEMENTS
4.61 Prior to approval of the Final Parcel Map (FPM) and prior to the issuance of the first COO the Developer shall construct and dedicate all on and off-site improvements and satisfy its obligations for same or shall furnish a fully secured and executed Public Works Completion Agreement guaranteeing the construction of such improvements and the satisfaction of its obligations for same, or shall agree to any combination thereof, as may be required by the City.
4.62 A Public Works Completion Agreement is required prior to issuance of an Encroachment Permit or Building Permit, whichever is issued first. The Public Works Completion Agreement will be entered into by and between the Developer and the City of Cathedral City, for the purpose of guaranteeing the completion of the public improvements related to this TPM and shall comply with all applicable City Codes and Ordinances.
All required improvement securities shall be in a form and amount as approved by the City Attorney and Director of Engineering/Public Works. Evidence of liability and worker’s compensation insurance coverage shall be submitted as required by the terms of the Public Works Completion Agreement.
4.63 Prior to FPM approval the Developer shall submit for review and City approval Covenants, Conditions and Restrictions (CC&Rs) for the future maintenance and upkeep of (and not limited to) street lighting (Street Light Covenant), landscaping Cathedral Cove Center
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improvements, hardscape improvements, retention basin improvements and TPM permanent site BMP appurtenances (Water Quality Management Plan Covenant).
Once approved by the City, Developer shall record the CC&Rs.
4.64 The Developer shall submit applicable deposits for the cost of reviewing the applicable Public Works Completion Agreement(s), Drainage Covenant, Mutual Drainage Easements, Street Light Covenant, PM-10 Cleanup Mitigation Covenant and/or any other requests or form submittals made by the Developer related to this TPM.
4.65 Improvements to be made, or agreed to be made, shall include the removal of any existing structures or other obstructions which are not a part of the proposed improvements and shall provide for the setting of the final survey monumentation.
When improvements are phased through a “Phasing Plan,” all improvements (e.g., backbone utilities, retention basins, perimeter wall, landscaping and gates) shall be constructed, or secured through a Public Works Completion Agreement, prior to FPM approval or as otherwise approved by the Director of Engineering/Public Works.
Improvements and obligations required of each subsequent phase shall be either complete, or secured through a Subdivision Agreement, prior to the issuance of COO of permanent buildings within such latter phase, or as otherwise approved by the Director of Engineering/Public Works.
In the event the Developer fails to construct the improvements for the TPM or fails to satisfy its obligations for the TPM in a timely manner, pursuant the approved Phasing Plan, the City shall have the right to halt issuance of permits, and/or final inspections, withhold other approvals related to the development of the project, or call upon the surety to complete the improvements.
4.66 Depending on the timing of the development of this TPM, and the status of the improvements at the time, the Developer may be required to:
A. Construct certain improvements.
B. Construct additional improvements, subject to the reimbursement of its cost by others.
C. Reimburse others for those improvements previously constructed that are considered to be an obligation of this TPM.
D. Secure the costs for future improvements that are to be made by others.
E. To agree to any combination of these means, as the City may require.
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If any of the improvements required for this development are constructed by the City, the Developer shall, prior to the approval of the FPM for each phase, or the issuance of any permit related thereto, reimburse the City for the costs of such improvements.
If the Developer elects to utilize the secured agreement alternative, the Developer shall submit detailed construction cost estimates for all proposed improvements for each phase, including an estimate for the final survey monumentation, for checking and approval by the Director of Engineering/Public Works. Such estimates shall conform to the unit costs schedule as approved by the Director of Engineering/Public Works.
At the time the Developer submits its detailed construction cost estimates for approval of the FPM by the City Council, the Developer shall also submit an electronic PDF copy of an 8-1/2” x 11” reduction of each page of the FPM, along with an electronic PDF copy of an 8-1/2” x 11” Vicinity Map.
Estimates for improvements under the jurisdiction of other agencies shall be approved by those agencies and submitted to the City along with the Developer’s detailed cost estimates.
Security will not be required for telephone, natural gas, or Cable T.V. improvements.
4.67 The Developer shall provide security to guarantee the final monumentation of this TPM. All securities for final survey monumentation will be in the form of 100% cash deposits.
GRADING
4.68 The Developer shall comply with all the provisions of Cathedral City Municipal Codes and Ordinances.
4.69 The Developer shall obtain a Grading Permit approved by the Director of Engineering/Public Works prior to initiating any construction or on the TPM site.
4.70 To obtain an approved Grading Permit, the Developer shall submit and obtain approval of all of the following:
A. A Grading Plan prepared by a civil engineer registered in the State of California,
B. A preliminary geotechnical (“Soils”) Report prepared by a professional registered in the State of California,
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C. A Fugitive Dust Control Plan prepared in accordance with City of Cathedral City requirements,
D. An Erosion Control Plan prepared in accordance with City of Cathedral City requirements,
E. A Best Management Practices report prepared in accordance with Cathedral City requirements (NPDES Stormwater Discharge Permit and Storm Management and Discharge Controls),
F. A WQMP prepared by an authorized professional registered in the State of California, and
G. If applicable, a Conditional Letter of Map Revision – Fill (CLOMR-F) issued by the Federal Emergency Management Agency (FEMA). If the Applicant is not securing a CLOMR the Applicant must verify that the entire Project limits are outside a FEMA designated Flood Hazard Area and/or Area of Flood Hazard Risk as designated by the latest approved FEMA FIRM Map and in accordance with the City of Cathedral Municipal Code Chapter 8.24.
4.71 All grading shall conform with the recommendations contained in the Preliminary Soils Report, Phase 1 Environmental Assessment report and shall be certified as being adequate by the soils engineer, or engineering geologist registered it the State of California.
4.72 A statement shall appear on the Rough and Precise Grading Plan and FPM that a soils report has been prepared in accordance with the California Health and Safety Code § 17953 and California Government Code § 66490.
4.73 The Developer shall furnish security, in a form acceptable to the City, and in an amount sufficient to guarantee compliance with the approved Fugitive Dust Control Plan provisions as submitted with its application for a Grading Permit.
Additionally, the Developer shall replenish said security if expended by the City of Cathedral City to comply with the Fugitive Dust Control Plan as required by the Director of Engineering/Public Works.
4.74 The Developer shall maintain all open graded, undeveloped land in order to prevent wind and/or water erosion of such land. All open graded, undeveloped land shall either be planted with interim landscaping, or stabilized with such other erosion control measures, as were approved in the Fugitive Dust Control Plan.
4.75 Grading within the parkway areas shall conform to Cathedral City requirements except as otherwise modified by this condition. The maximum slope shall not exceed 3:1 anywhere in the landscape setback area, except for the back slope (i.e., the slope at the back of the landscaped lot) which shall not exceed 2:1 if fully planted with ground cover. The maximum slope in the first six (6) feet adjacent to Cathedral Cove Center
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the curb shall not exceed 4:1 when the nearest edge of sidewalk is within six feet (6’) of the curb, otherwise the maximum slope within the right of way shall not exceed 3:1. All unpaved parkway areas adjacent to the curb shall be depressed one and one-half inches (1.5”) in the first eighteen inches (18’) behind the curb.
4.76 Building pad elevations on the Rough or Precise Grading Plan submitted for Director of Engineering/Public Works’ approval shall conform to the pad elevations shown on the improvement plans, unless the pad elevations have other requirements imposed elsewhere in the Conditions of Approval.
4.77 Building pad elevations of perimeter lots shall not differ by more than one foot higher from the building pads in adjacent developments. The Developer shall minimize the differences in elevation between the adjoining properties and this Project.
4.78 Prior to any site grading or re-grading that will raise any portion of the site by more than plus or minus half of a foot (0.5’) from the elevation shown on the approved Grading Plans, the Developer shall submit the proposed grading changes to the Director of Engineering/Public Works for a substantial conformance review.
4.79 Prior to the issuance of a Building Permit for any building, the Developer shall provide a parcel Pad Certification stamped and signed by a qualified engineer or surveyor with applicable compaction tests and over excavation documentation.
Each pad certification shall list the pad elevation as shown on the approved Grading Plan, the actual pad elevation and the difference between the two, if any.
Such Pad Certification shall also list the relative compaction of the pad soil. The data shall be organized by parcel number and listed cumulatively if submitted at different times.
4.80 This FPM shall comply with the Cathedral City Floodplain Management Ordinance.
If any portion of any proposed building parcel in the FPM is or may be located within a Flood Hazard Area as identified on the City’s Flood Insurance Rate Maps (FIRM Maps), the development shall be graded to ensure that all floors and exterior fill (at the foundation) are above the level of the project (100-year) flood and building pads are compacted to 95% Proctor Density as required in Title 44 of the Code of Federal Regulations, Section 645.5(a) (6). Prior to issuance of building permits for parcels which are so located, the Applicant shall furnish Elevation Certifications, as required by FEMA, that the above conditions have been met.
DRAINAGE
4.81 Stormwater handling shall conform to the approved Hydrology and Drainage Report for the TPM. The design of the Project shall not cause any increase in flood boundaries, levels or frequencies in any area outside the development.
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4.82 Incremental increases in stormwater and nuisance water (drainage) shall be retained on site and shall be disposed of in an approved manner. Nuisance water shall be disposed of via on-site storm drains, new and existing catch basins, underground percolation piping chambers, dry wells and retention basin(s) as approved by the Director of Engineering/Public Works.
4.83 All drainage water shall be conveyed underground to the satisfaction of the Director of Engineering/Public Works.
4.84 Storm water drainage historically received from adjoining properties shall be received and retained and/or passed though into the historic downstream drainage relief route.
4.85 The Developer shall comply with applicable provisions for post construction runoff per the City’s NPDES Stormwater Discharge Permit; Riverside County Ordinance No. 457; the Californian Regional Water Quality Control Board – Colorado River Basin (CRWQCB-CRB) Regional Board Order No. R7-2013-0011 and the State Water Resources Control Board’s Order No. 2009-009-DWQ, Order No. 2010- 0014-DWQ and Order No. 2012-0006-DWQ.
A. For post-construction, urban runoff from New Development and Redevelopment Projects, the Developer shall implement requirements of the NPDES permit for the design, construction and the covenants for the perpetual operation and maintenance of BMPs per the approved Water Quality Management Plan (WQMP) for the project as require by the California Regional Water Quality Control Board – Colorado River Basin (CWQRCBCRB) Region Board Order No. R7-2013-0011.
B. The Developer shall implement the WQMP Design Standards per (CRWQCBCRB) Region Board Order No. R7-2013-0011 utilizing BMPS approved by the Director of Engineering/Public Works.
UTILITIES
4.86 The Developer shall obtain the approval of the Director of Engineering/Public Works for the location of all utility lines within any right-of-way, and all aboveground utility structures including, but not limited to, traffic signal cabinets, electrical vaults, water valves, and telephone stands, to ensure optimum placement for practical, ADA and aesthetic purposes.
4.87 Any existing overhead utility lines and overhead under-burden within, or adjacent to the proposed development, and all proposed utilities shall be installed underground per the utility purveyor standards and as approved by the Director of Engineering/Public Works.
Cathedral Cove Center
September 28, 2022
4.88 All proposed new utilities shall be installed underground per the utility purveyor standards and as approved by the Director of Engineering/Public Works.
4.89 Underground utilities shall be installed prior to overlaying hardscape. For installation of utilities in existing improved streets, the Developer shall comply with trench restoration requirements required by the Director of Engineering/Public Works.
4.90 The Developer shall provide certified reports of all utility trench compaction for approval by the Director of Engineering/Public Works.
4.91 All facilities within the TPM shall be served with a gravity sanitary sewer system, a domestic water system and a fire protection system in accordance with DWA and City of Cathedral City Fire Department requirements and standards. The Developer shall pay to the City and DWA all applicable sewer and water service charges, capacity charges and construction reimbursements to ensure all services are complete, in place and operational prior to the respective COO being issued.
4.92 The Developer shall abandon or relocate existing easements over TPM prior to the recordation of the TPM as required by the agency and/or individual favored and as approved by the Director of Engineering/Public Works. Additionally, the Applicant shall relocate existing utility facilities that are required by all utility purveyors prior to issuance of the first building permit or as approved by the Director of Engineering/Public Works.
SECTION 5 FIRE PROTECTION
This project has been reviewed as a Group A and M development, any other use will require further review.
Unless specifically stated herein, these conditions shall not be construed to permit or allow deviation from any Federal or State laws nor any of the local codes and ordinances adopted by this jurisdiction. Please contact the City of Cathedral City Fire Department for any questions regarding compliance with the applicable codes or following conditions:
Note: All references to the 2019 California Fire Code are shown as CFC, the 2019 California Building Code is shown as CBC and the California Code of Regulations are shown as CCR.
AGENCY APPROVALS
5.1 The Final Conditions of Approval for this project shall be included in any site plan or construction plans submitted for permit issuance. Plans will not be approved without reference to these “conditions”.
Cathedral Cove Center
September 28, 2022
5.2 This project is subject to review and approval in accordance with the CCR, Title 19 for Fire and Life Safety. This project is subject to an annual inspection and permit from the Cathedral City Fire Department for this type of occupancy (use).
FIRE ACCESS
5.3 A Fire lane of twenty feet of unobstructed width is required throughout the development. Fire lanes shall be designed and maintained with a vertical clearance of 13 feet, 6 inches.
5.4 Fire lanes shall be constructed per CFC Section 503.
5.5 "No Parking - Fire Lane" signs, red curbing, street signs and/or other required markings shall be provided to the specifications of the Cathedral City Fire Department in accordance with the CFC, Section 503.3 and California Vehicle Code Section 22500.1.
FIRE PROTECTION
5.6 Fire service water supply shall be provided per CFC, Section 507.
5.7 Automatic Fire Suppression systems shall be provided in all Group A occupancies, and where required per CFC, Chapter 9, and Cathedral City Fire Dept.
Development Guidelines.
MISCELLANEOUS
5.8 Future buildings within the development shall be designed with all required fire service features per the CFC and Cathedral City Fire Dept. Development Guidelines.
SECTION 6 BUILDING DEPARTMENT
6.1 The project shall comply with the latest adopted edition of the following codes as applicable:
A. California Building Code
B. California Electrical Code
C. California Mechanical Code
D. California Plumbing Code
E. California Energy Code
F. California Fire Code
G. California Green Building Standards Code
6.2 Automatic fire suppression systems shall be installed in all new construction per Chapter 8.12 of the Municipal Code of the City of Cathedral City. Design and Cathedral Cove Center
September 28, 2022
type of system shall be based upon the requirements of the Building and Fire Codes and the requirements of the Cathedral City Fire Department.
6.3 The requirements of the Air Quality Management District shall be satisfied prior to the issuance of any permit if dust and/or pollutants will be discharged into the atmosphere.
6.4 Any temporary building, trailer, commercial coach, etc. installed and/or used in connection with a construction project shall comply with City Code.
6.5 All perimeter/boundary walls shall be designed and constructed so that the outer/exterior face of the wall is as close as possible to the lot line. In any case, the outer/exterior face of the wall shall be within two (2) inches of the lot line.
Distances greater than two (2) inches may be approved prior to construction by the Building Official on a case by case basis for extenuating circumstances.
6.6 All lot lines, easement lines, etc. shall be located and/or relocated in such a manner as to not cause any existing structure to become non-conforming with the requirements of the latest adopted edition of the Building Code, or any other applicable law, ordinance, or code.
6.7 The Parcel map shall be recorded prior to the issuance of any permits.
6.8 All signs shall be Underwriters Laboratories approved, or equal.
6.9 Permits are required prior to the removal and/or demolition of an structures.
6.10 In addition to approval from Building & Safety, approval is required from the County of Riverside, Department of Public Health for occupancies involving foods and beverages.
6.11 All exterior lighting shall be oriented, directed, and/or shielded as much as possible so that direct illumination does not infringe onto adjoining properties.
6.12 The following items (as applicable) shall be completed and/or submitted to Building & Safety prior to the issuance of building permits for this project:
A. Precise grading plans shall be approved
B. Rough grading completed
C. Compaction certification
D. Pad elevation certification
E. Building location certification
F. Rough grade inspection signed off by City Public Works/Engineering General Comments
6.13 A Construction Waste Management Plan (CWMP) will be required at time of plan check submittal.
Plot Date:
Save Date:
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File: SHEET OF SHEETS F.B.
1 ® Phone: 760.524.9100 Apple Valley California 92307 18484 Outer Highway 18N Suite 225 PREPARED UNDER THE SUPERVISION OF: BRET J. THORPE R.C.E. NO. 82754 DATE No. 82754 CIVI L STATE
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REGISTERED PROFES IONAL ENGINEER ACCEPTED FOR PERMITTING PURPOSES BY: ARMANDO J. GARCIA BALDIZZONE DATE CITY ENGINEER R.C.E. 70102 RECOMMENDED FOR PERMITTING PURPOSES BY: DATE NO. REVISIONS BY DATE BENCH MARK: ELEV.: DESCRIPTION: CITY OF CATHEDRAL CITY BRONZE DISK STAMPED 126 R 1996 ON THE TOP OF A CONCRETE HEADWALL ON THE EAST SIDE OF CATHEDRAL CANYON DRIVE ON THE SOUTH SIDE OF FLOOD CONTROL CHANNEL NAVD88, (1998 ADJUSTMENT) 126 300.95 CAL L
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DI G Underground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA OFFSITE IMPROVEMENTS PHASE 1 CATHEDRAL COVE CENTER
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6 (P) CATCH BASIN #1 SEE SHEET 11 (P) CATCH BASIN #2 SEE SHEET 11 (P) CATCH BASIN #3 SEE SHEET 11 ALLEN AVE PARCEL 6 P.M. 37876 PARCEL 7 P.M. 37876PARCEL 8 P.M. 37876 PARCEL 9 P.M. 37876 PARCEL 5 P.M. 37876 PARCEL 4 P.M. 37876 PARCEL 3 P.M. 37876 PARCEL 2 P.M. 37876 PARCEL 1 P.M. 37876 REAS LIMITS - 1 -
SERVICE AGREEMENT BY AND BETWEEN
CITY OF CATHEDRAL CITY
AND
CATHEDRAL COVE 1.0, LLC
FOR
CATHEDRAL COVE CENTER – EAST PALM CANYON DRIVE
REAS IMPROVEMENTS
This Agreement is entered into this ______ day of ______________________, 2025, by and between the City of Cathedral City, a municipal corporation, (hereinafter “CITY”) and Cathedral Cove 1.0, LLC, a California limited liability company, (hereinafter “DEVELOPER”) for the application of Rubberized Emulsion Asphalt Slurry (REAS) and the installation of striping and pavement markings along the entire DEVELOPER’S East Palm Canyon Drive frontage, located within the jurisdictional boundaries of CITY. The CITY and DEVELOPER are sometimes hereinafter referred to individually as a “PARTY” and collectively as the “PARTIES”.
RECITALS
A. WHEREAS, DEVELOPER has presented to CITY an application for the construction of a commercial retail center on the southerly side of East Palm Canyon Drive, east of Van Fleet Avenue, and has submitted an application for the approval and recordation of a Tentative Parcel Map to divide the site of the commercial retail center into nine (9) parcels and to develop the site subject to several Conditional Use Permits and Design Reviews. The final Parcel Map and the development of the site are subject to the filing and recordation of a final parcel map, pursuant to provisions of the Subdivision map Act of the State of California and the CITY’s Ordinances and regulations relating to the filing, approval and recordation of subdivision maps. The Subdivision Map Act and the CITY’s ordinances and regulations relating to the filing, approval and recordation of subdivision maps are collectively referred to in this Agreement as the “Subdivision Laws”.
B. WHEREAS, The City Council has reviewed the applications and has approved Tentative Parcel Map No. 37876 for the subdivision of the land and has approved Conditional Use Permits CUP 21- 006, 21-007, 21-008 and 21-009 and Design Reviews DR 21-001 AND 21-002 for the development - 2 -
of various commercial sites within the subdivision, all subject to the Subdivision Laws and to the requirements and conditions of approval imposed thereon by the Approval Action by the City Council on September 28, 2022. The tentative parcel map and all requirements and conditions imposed thereon by the Approval Action are on file in the Office of the City Engineer and are incorporated into this Agreement by reference.
C. WHEREAS, Improvement Plans for the construction, installation, and completion of the improvements have been prepared by DEVELOPER and approved by the City Engineer. The Improvement Plans are on file in the Office of the City Engineer and are incorporated into this Agreement as shown in Exhibit A. All references in this Agreement to the Improvement Plans shall include reference to any specifications for the improvements as approved by the City Engineer.
D. WHEREAS, the CITY and the DEVELOPER entered into an Improvement Agreement for Parcel Map 37876 on May 24, 2023, which outlines DEVELOPER’s obligation to construct improvements.
E. WHEREAS, the DEVELOPER is in the process of developing Phase I of the Planned Unit Development No. 21-001 in the CITY, which includes the following parcels and APNs:
a. Phase I: Parcels No. 1 through 5 and APN 674-500-038 of Parcel Map No. 37876 F. WHEREAS, Per Section 4.41 “PUBLIC IMPROVEMENTS” of the Conditions of Approval, DEVELOPER is required to apply type II Rubberized Emulsion Asphalt Slurry (REAS) from the gutter pan to the centerline of improvements (varies from 29.50 linear feet to 56 linear feet) to the satisfaction of the Director of Engineering/Public Works on East Palm Canyon Drive frontage of Phase I, which is East Palm Canyon Drive from approximately 229 linear feet east of Van Fleet Street/Money Hall Drive to approximately 40 linear feet east of Date Palm Drive (estimated 62,850 square feet), hereinafter referred to as “DEVELOPMENT PROJECT”.
G. WHEREAS, Per Section 4.41 “PUBLIC IMPROVEMENTS” of the Conditions of Approval, DEVELOPER is required to restripe all lanes, crosswalks and turning pockets, including legends as generally shown on the TPM’s Plans to the satisfaction of the Director of Engineering/Public Works on East Palm Canyon Drive frontage of Phase I, which is East Palm Canyon Drive from approximately 229 linear feet east of Van Fleet Street/Money Hall Drive to approximately 40 linear - 3 -
feet east of Date Palm Drive (estimated 62,850 square feet).
H. WHEREAS, DEVELOPER has determined that it requires construction services to comply with Section 4.41 “PUBLIC IMPROVEMENTS” of the Conditions of Approval to apply REAS on the East Palm Canyon Drive frontage of Phase I as shown in Exhibit A and that REAS will be applied that consists of the application of a mixture of water, asphalt emulsion, aggregate, and chemical additives to an existing asphalt concrete pavement surface.
I. WHEREAS, CITY is fully qualified to administer the work that includes traffic control, rout and seal random cracks, replacement of any pavement markings, including crosswalks, striping and raised pavement markers.
J. WHEREAS, CITY conducts REAS improvement projects within the jurisdictional boundaries of CITY and can include the DEVELOPMENT PROJECT with a city-led REAS project, which REAS improvement projects are sometimes hereinafter referred to collectively as “CITY PROJECT”.
K. WHEREAS, DEVELOPER will benefit from the cost savings associated with a larger improvement project, and DEVELOPER desires to work with the CITY, to construct the DEVELOPMENT PROJECT, together with the CITY PROJECT since CITY has extensive experience in the development and implementation of similar type projects.
L. WHEREAS, CITY will therefore provide the administrative, technical, managerial, and support services necessary for the implementation of the DEVELOPMENT PROJECT as part of the CITY PROJECT.
M. WHEREAS, CITY and DEVELOPER desire to define herein the terms and conditions under which said DEVELOPMENT PROJECT is to be administered, engineered, coordinated, and constructed.
AGREEMENT
NOW THEREFORE, in consideration of the mutual promises contained herein, the PARTIES hereto agree as follows:
SECTION 1 • CITY AGREES to:
1. Act as the lead agency on behalf of the DEVELOPER for the overall implementation of the DEVELOPMENT PROJECT. The CITY is providing services on a reimbursable basis and has no - 4 -
obligation to fund any portion of the DEVELOPMENT PROJECT. Nothing in this Agreement is intended to commit the CITY to provide replacement funding for or to continue with the DEVELOPMENT PROJECT, if funds are not available.
2. Direct CITY’s contractor to identify any existing surface utility facilities within the limits of the DEVELOPMENT PROJECT and to protect the facilities in place.
3. Prepare and approve CEQA Notice of Exemption clearance for the CITY PROJECT.
4. Award and administer a public works contract for the construction of the CITY PROJECT and the DEVELOPMENT PROJECT in accordance with all applicable federal, state or local statutes, ordinances, orders, governmental requirements, laws or regulations, including but not limited to the local agency public construction codes, California Labor Code, and California Public Contract Code, and in accordance with the encroachment permits issued by CITY.
5. Furnish a representative to perform the function of Resident Engineer during construction of DEVELOPMENT PROJECT.
6. Furnish qualified support staff to assist the Resident Engineer in, but not limited to, construction surveys, soils and compaction tests, measurement and computation of quantities, testing of construction materials, checking submittals, preparation of estimates and reports, preparation of as-built drawings, and other inspection and staff services necessary to assure that the construction is performed in accordance with the project documents.
7. Submit any contract change order that causes the construction contract to exceed 10% of the contract bid amount for DEVELOPMENT PROJECT improvements to DEVELOPER for review and approval prior to final authorization by CITY. If any contract change order causes the construction contract to change by less than 10% of the bid amount for DEVELOPMENT PROJECT, CITY is authorized by DEVELOPER’s approval of this Agreement to move forward with such change.
8. Furnish DEVELOPER a final reconciliation of DEVELOPMENT PROJECT expenses within ninety (90) days following the completion and acceptance of the CITY PROJECT and DEVELOPMENT PROJECT construction contract. If final costs associated with the DEVELOPMENT PROJECT are in excess of the Deposit provided in Section 2, CITY shall include a final bill with the financial - 5 -
reconciliation. If final costs associated with the DEVELOPMENT PROJECT are less than the Deposit provided in Section 2, CITY shall include a reimbursement for the difference with the financial reconciliation.
SECTION 2 • DEVELOPER AGREES to:
1. Fund one hundred percent (100%) of the cost of the DEVELOPMENT PROJECT, as shown in Exhibit “B”. DEVELOPER agrees that should unforeseen circumstances arise which result in an increase of any costs over those shown in Exhibit “B”, DEVELOPER will pay such costs pursuant to Subsection 6 and Subsection 7 of Section 1.
2. Deposit with CITY, prior to CITY start of work and upon written request by CITY, Eighty-Three Thousand One Hundred Nineteen Dollars and Thirteen Cents ($83,119.13) (the “Deposit”), which represents one hundred percent (100%) of the estimated costs to complete construction including construction administration, inspection and contingency for DEVELOPER PROJECT, as provided in Exhibit “B”.
3. Provide prompt reviews and approvals, as appropriate, of submittals by CITY, and to cooperate in timely processing of the DEVELPOMENT PROJECT.
4. Verify improvements are constructed as required by this Agreement.
5. Pay CITY for any final costs associated with the DEVELOPMENT PROJECT that are in excess of the Deposit as determined pursuant to Subsection 7 of Section 1.
SECTION 3 • IT IS MUTUALLY AGREED AS FOLLOWS:
1. If upon receiving estimates for construction of the DEVELOPMENT PROJECT, the bids indicate a cost overrun of no more than ten percent (10%) of the construction cost estimate will occur, as described in Exhibit “B”, CITY may award the contract.
2. If upon receiving estimates it is found that a cost overrun exceeding ten percent (10%) of the construction cost estimate will occur, CITY and DEVELOPER shall endeavor to agree upon an alternative course of action. If, after fourteen (14) calendar days from the date of bid opening, an alternative course of action is not agreed upon, this Agreement shall be deemed to be terminated by mutual consent. CITY shall reimburse DEVELOPER with any unspent portion of the Deposit - 6 -
within forty-five (45) days of termination.
3. CITY and DEVELOPER acknowledge and agree that any funding shortfall for the completion of the DEVELOPMENT PROJECT will be the sole responsibility of DEVELOPER. Nothing in this Agreement is intended to commit the CITY to funding any portion of DEVELOPMENT PROJECT or shall be construed as obligating the CITY to provide replacement funding for any anticipated funding or to continue with the DEVELOPMENT PROJECT, if funds are no longer available. In the event that adequate funds are not available to move forward or to complete DEVELOPMENT PROJECT, PARTIES agree to meet and confer and collectively work to identify adequate funding for DEVELOPMENT PROJECT.
4. The total cost to DEVELOPER to complete construction, including construction administration, inspection and materials testing and a contingency for DEVELOPMENT PROJECT is estimated to Eighty-Three Thousand One Hundred Nineteen Dollars and Thirteen Cents ($83,119.13) as detailed in Exhibit “B”.
5. CITY shall not be obligated to commence the DEVELOPMENT PROJECT until after receipt of DEVELOPER's Deposit as required in Section 2.
6. CITY shall cause CITY's contractor to maintain in force, until completion and acceptance of the REAS improvements, a policy of Commercial Liability Insurance, including coverage of Bodily Injury Liability and Property Damage Liability, in the amount of $2,000,000 minimum single limit coverage, and a policy of Automobile Liability Insurance in the amount of $1,000,000 minimum. Endorsements to each policy shall be required which name DEVELOPER, its officers, agents and employees, as additionally insured. CITY shall also require CITY's contractor to maintain Worker's Compensation Insurance. CITY shall cause CITY’s contractor to provide Certificates of Insurance and Additional Insured Endorsements which meet the requirements of this section to CITY prior to the start of construction.
7. Ownership and title to all materials, equipment, and appurtenances installed as part of this Agreement will be automatically vested with the jurisdiction in which the improvements reside, and no further agreement will be necessary to transfer ownership. - 7 -
8. DEVELOPER shall be responsible for the maintenance of the improvements provided by DEVELOPMENT PROJECT per the approved Conditions of Approval Section 4.11.
9. No alteration or variation of the terms of this Agreement shall be valid unless made in writing and signed by all PARTIES and no oral understanding or agreement not incorporated herein shall be binding on each PARTY hereto.
10. Neither CITY nor any officer or employee thereof shall be responsible for any damage or liability occurring by reason of any act or omission of DEVELOPER under or in connection with any work, authority or jurisdiction delegated to DEVELOPER under this Agreement. It is further agreed that pursuant to Government Code Section 895.4, DEVELOPER shall fully indemnify and hold CITY harmless from any liability imposed for injury (as defined by Government Code Section 810.8) occurring by reason of any act or omission of DEVELOPER under or in connection with any work, authority or jurisdiction delegated to DEVELOPER under this Agreement.
11. Neither DEVELOPER nor any officer or employee thereof shall be responsible for any damage or liability occurring by reason of any act or omission of CITY under or in connection with any work, authority or jurisdiction delegated to CITY under this Agreement. It is further agreed that pursuant to Government Code Section 895.4, CITY shall fully indemnify and hold DEVLOPER harmless from any liability imposed for injury (as defined by Government Code Section 810.8) occurring by reason of any act or omission of CITY under or in connection with any work, authority or jurisdiction delegated to CITY under this Agreement.
12. In the event that either PARTY defaults in the performance of any of its obligations under this Agreement or materially breaches any of the provisions of this Agreement, the non-breaching PARTY shall have the option to terminate this Agreement upon ninety (90) days written notice to the other PARTY. Should the Agreement be terminated as provided herein, DEVELOPER shall reimburse CITY for service performed pursuant to this Agreement up through the date of termination and CITY shall reimburse DEVELOPER with any unspent/remaining portion of the Deposit within forty-five (45) days of termination.
13. DEVELOPER and CITY shall retain or cause to be retained for audit, all records and accounts - 8 -
relating to the DEVELOPMENT PROJECT for a period of minimum three (3) years from the date of Notice of Completion of the DEVELOPMENT PROJECT.
14. This Agreement may be executed in any number of counterparts, each of which will be an original, but all of which together will constitute one instrument. Each PARTY to this Agreement agrees to the use of electronic signatures, such as digital signatures that meet the requirements of the California Uniform Electronic Transactions Act ((“CUETA”) Cal. Civ. Code §§ 1633.1 to 1633.17), for executing this Agreement. The PARTIES further agree that the electronic signatures of the PARTIES included in this Agreement are intended to authenticate this writing and to have the same force and effect as manual signatures. Electronic signature means an electronic sound, symbol, or process attached to or logically associated with an electronic record and executed or adopted by a person with the intent to sign the electronic record pursuant to the CUETA as amended from time to time. The CUETA authorizes use of an electronic signature for transactions and contracts among parties in California, including a government agency. Digital signature means an electronic identifier, created by computer, intended by the PARTY using it to have the same force and effect as the use of a manual signature, and shall be reasonably relied upon by the PARTIES. For purposes of this section, a digital signature is a type of "electronic signature" as defined in subdivision (i) of Section 1633.2 of the Civil Code.
15. All notices, demands, invoices, and other communications required or permitted hereunder shall be in writing and delivered to the following addresses or such other address as the PARTIES may designate:
CITY: DEVELOPER:
Cathedral City Cathedral COVE 1.0 LLC
Attn: John A. Corella, PE Attn: Vasanthi Okuma
Director of Public Works Director of Development
68700 Avenida Lalo Guerrero 1401 Quail Street, Suite 100 Cathedral City, CA 92234 Newport Beach, CA 92660
Phone: (760) 770-0327 Phone: (949) 752-2515
- 9 -
[Signature Page Follows]
- 10 -
APPROVALS
CITY OF CATEHDRAL CITY Approvals
RECOMMENDED FOR APPROVAL:
_____________________________________
Charles P. McClendon
PRINTED NAME
City Manager
APPROVED AS TO FORM:
CITY LEGAL COUNSEL
_____________________________________
Eric S. Vail
PRINTED NAME
City Attorney
APPROVAL BY THE CITY COUNCIL
_______________________________________
Nancy Ross
PRINTED NAME
Mayor
ATTEST:
_____________________________________
Tracey R. Hermosillo
PRINTED NAME
City Clerk
CATHEDRAL COVE 1.0 LLC Approvals
APPROVED BY:
_____________________________________
_____________________________________
PRINTED NAME
APPROVED AS TO FORM:
_____________________________________
_____________________________________
PRINTED NAME
ATTEST:
_____________________________________
PRINTED NAME
- 11 -
EXHIBIT A
IMPROVEMENT PLANS
- 12 -
EXHIBIT B
COST ESTIMATE
Street Beginning End Area (SQ. FT) Unit Price COST
EAST PALM CANYON DRIVE VAN FLEET/MONTY HALL DATE PALM DRIVE 62,850 $ 1.15 $ 72,277.50 ADMIN $ 2,168.33
INSPECTIONS $ 1,445.55
10% CONTINGENCY $ 7,227.75
TOTAL ESTIMATE $ 83,119.13
CATHEDRAL COVE 1.0 LLC REAS PROJECT - COST ESTIMATE
Staff Report
City Council
Item No. 4.O
Meeting Date: September 10, 2025
From: John A. Corella, Director of Public Works
Title: Service Agreement for REAS Improvements for the Grove Street Apartments (DR No. 23-001)
RECOMMENDATION:
To approve a service agreement for the completion of off-site Rubberized Emulsion Aggregate Slurry (REAS) improvements with Silver Rock Development, Inc. (Developer), for Design Review (DR) No. 23-001 (Grove Street Apartments); and, authorize the City Manager and City Clerk to execute the service agreement, in a form approved by the City Attorney.
BACKGROUND:
DR No. 23-001 for the development of a 19-unit residential apartment, including site improvements on an approximately 0.68-acre site within the Downtown Residential Neighborhood (DRN) Zoning District, was approved by the Planning Commission in March 2024. The conditions of approval for DR No. 23-001 can be referenced in Attachment 1.
DR No. 23-001 Section 4.37 “PUBLIC IMPROVEMENTS” of the conditions of approval requires the developer to crack seal and apply REAS on Cove Lane and Grove Street from the centerline to the DR’s curb face (approximately 14 feet) along the entire length of the DR’s frontages (west to east DR’s property lines). The off-site improvement vicinity map is attached as Attachment 2.
DISCUSSION:
The developer, Silver Rock Development, Inc. (Mr. Ethan Mezrahi) is constructing buildings, outdoor parking and other outdoor amenities improvements, and has determined that it requires construction services to comply with Section 4.37 “PUBLIC IMPROVEMENTS” of the conditions of approval, to apply REAS on the Cove Lane and Grove Street frontages.
The developer has requested assistance from the city to incorporate these public improvements in the city-led annual REAS project.
The city conducts REAS improvement projects within the jurisdictional boundaries of city and can include the improvements on Cove Lane and Grove Street with a city-led REAS project.
The developer would benefit from the cost savings associated with a larger improvement project and desires to work with the city to construct the REAS improvements required under the conditions of approval for DR No. 23-001.
Per the city’s adopted biennial budget, the Engineering Division intends to complete a REAS improvement project within fiscal year 2025-2026.
City staff are proposing to execute a service agreement with Silver Rock Development Inc. providing REAS application and construction management services on a deposit basis. The service agreement defines the terms and conditions under which the city will be the lead agency on behalf of the developer for the overall implementation of applying REAS on Cove Lane and Grove Street, and the developer will fund one hundred percent (100%) of the cost prior to the commencement of the work upon city request. A copy of the service agreement (Attachment 3) is attached for reference.
Staff are recommending the City Council approve a service agreement for the completion of off-site REAS improvements with Silver Rock Development, Inc., for DR No. 23-001 (Grove Street Apartments); and authorize the City Manager and City Clerk to execute the service agreement, in a form approved by the City Attorney.
FISCAL IMPACT:
There is no fiscal impact with this service agreement.
FIVE-YEAR STRATEGIC PLAN:
Goal B: Community Investment
Objective: Cathedral City roads, gateways, public spaces, and other city infrastructure are well-planned, designed, constructed and maintained.
ATTACHMENTS:
1. DR No. 23-001
2. Grove Street Apartments Off-Site Improvements Vicinity Map
3. Silver Rock Development, Inc. – Service Agreement
SECTION 1 ADMINISTRATIVE CONDITIONS
1.1 Design Review 23-001 is approved to allow the development of a 19-unit residential apartment project, including site improvements on an approximately
0.68-acre site within the DRN zone district.
1.2 The plans approved by the Planning Commission will be referenced as “Exhibit A”. The construction drawings shall conform substantially to “Exhibit A” as approved by the Planning Commission, with the exception of any detail specifically modified by any of the conditions of approval contained herein. Any deviation from “Exhibit A” shall be submitted in writing and approved by the Director of Development Services and/or the Director of Engineering/Public Works, as appropriate, prior to approval of the construction drawings.
1.3 Prior to issuance of a building permit the Applicant or Developer shall sign the approved Conditions of Approval which shall certify that the Applicant or Developer agrees to implement all Conditions of Approval.
1.4 A copy of all pages of these conditions shall be printed onto the first page of the construction drawings.
EXPIRATION DATE: MARCH 20, 2026
-REVISED BY THE PLANNING COMMISSIONPROJECT LOCATION:
SILVER ROCK DEVELOPMENT, INC.
ETHAN MEZRAHI
CONDITIONS OF APPROVAL
DESIGN REVIEW NO. 23-001
CITY OF CATHEDRAL CITY
PLANNING COMMISSION
Design Review 23-001
Planning Commission Conditions of Approval
March 20, 2024
1.5 This approval shall be valid for two years from date of approval, unless extended pursuant to the Zoning Ordinance.
1.6 No Certificate of Occupancy shall be granted until all Conditions of Approval have been completed and approved by the Director of Development Services, Director of Engineering/Public Works, and Fire Chief unless otherwise identified herein.
1.7 The development of the site shall conform to all ordinances, codes, regulations, policies and development design controls pursuant to the Cathedral City Municipal Code in effect prior to issuance of any building permits.
1.8 All conditions herein shall be met prior to the issuance of a grading or building permit.
1.9 The Developer shall defend, indemnify and hold harmless the City of Cathedral City, its officials, employees and agents, from and against any liability whatsoever related to the approval of this Design Review and any other permits or approvals issued related to this Design Review.
SECTION 2 FEES
2.1 The Applicant shall pay all applicable City of Cathedral City fees, charges and other costs such as development impact fees as prescribed by City Ordinance.
The applicant is hereby advised that the fees may change at the time they become due and payable, as permitted by applicable law.
NOTICE TO APPLICANT: Pursuant to Government Code Section 66020(d)(1), the 90-day period to protest the imposition of any impact fee, dedication, reservation, or other exaction described in this resolution begins on the effective date of this approval and any such protest must be in a manner that complies with Section 66020(a), and failure to timely follow this procedure will bar any subsequent legal action to attack, review, set aside, void or annul imposition.
The right to protest the fees, dedications, reservations, or other exactions does not apply to planning, zoning, grading, or other similar application processing fees or service fees in connection with this project. It further does not apply to any fees, dedication, reservations, or exactions for which the applicant has been given a notice similar to this, nor does it revive challenges to any fees for which the Statute of Limitations has previously expired.
SECTION 3 PLANNING
3.1 If the project is proposed to be constructed in phases, a phasing plan shall be submitted for review and approval. The phasing plan shall outline the approximate construction timeline for buildings, infrastructure, landscaping, open space, common amenities, and other site improvements.
Design Review 23-001
Planning Commission Conditions of Approval
March 20, 2024
3.2 Prior to the issuance of a building permit, the Applicant shall alleviate the negative yearly impact on the City’s General Fund from residential development for police, fire, paramedic, and park maintenance and general services by annexing into Community Facilities District (CFD) No. 2006-1 having an annual special tax equal to the yearly cost of providing General Fund services as calculated and determined by the City of Cathedral Finance Department.
3.3 Prior to the issuance of building permits, a Final Landscape Construction Plan, prepared by a licensed landscape architect, and signed by the local water purveyor, shall be submitted to the Planning Department for review and approval. The Final Landscape Construction Plan shall contain the following required information:
a. A title block with sheet number, site address and APNs, date of preparation, and name, address, and phone number of Applicant or Developer on all sheets.
b. A plant landscape legend, including a specific symbol for each plant species used, size (i.e., caliper, gallon, box, or brown trunk height, and/or quantity) and whether it is deciduous or evergreen.
c. Show use of concrete mow strip between turf and other surfaces. d. Clear indication where landscaping will be used to screen mechanical, electrical, and irrigation equipment.
e. A plant landscape legend, including a specific symbol for each plant species used, size (i.e., caliper, gallon, box, or brown trunk height, and/or quantity) and whether it is deciduous or evergreen.
f. Show all location of mechanical, electrical, and irrigation equipment and landscaping that will screen from public view.
g. A detail showing planter design adjacent to walkways and driveways that is designed to prevent soil and/or decomposed granite from flowing onto walkways and driveways. There shall be a minimum two-inch vertical separation between the pavement and the soil.
h. Plant and tree installation and staking details. Plant and tree installation and staking details that require single trunk trees to be double staked and multi- trunk trees to be staked appropriate to the species of tree. i. Details, specifications, and location of all pavers and decorative surface materials used on the site. Samples of crushed rock material or Design Review 23-001
Planning Commission Conditions of Approval
March 20, 2024
decomposed granite materials shall be submitted to the Planning Department for approval.
j. All decorative surface materials shall be approved by the Director of Development Services before issuance of any permits.
k. Landscaping and irrigation shall be provided along the street frontage. l. Landscape plans shall meet the requirements of the City of Cathedral City’s Water Efficient Landscape Ordinance.
m. All plant materials used on the project site shall be those listed in the most recent version of Coachella Valley Water District’s “Lush & Efficient Landscape Gardening in the Coachella Valley”.
n. An Irrigation Plan with equipment details.
3.4 Site landscaping shall comply with the City Design Guidelines and Water Conservation policies and rules regardless of whether the items are illustrated on the Construction Landscape Plans:
a. Plants and trees shall be primarily of drought tolerant species compatible with the desert environment.
b. At least 50% of the trees shall be evergreen species. c. All trees in parking lots shall be centered between parking spaces to provide optimal shading.
d. All single trunk trees shall be double staked and multi-trunk trees shall be staked appropriate to the species of tree.
e. Arbor guards shall be installed around trees in turf areas. f. Projects located along major arterials and/or streets shall comply with the street tree requirements of the City’s Design Guidelines. g. Planter areas shall be surrounded by a concrete mow strip or other hard surface.
h. All ground-mounted equipment, such as mechanical, electrical, and irrigation equipment (backflow preventers), shall be located within a landscape planter. This equipment shall not be located within a turf area and shall not be visible from public view.
i. Any drain that terminates in a planter shall have a splash guard.
Design Review 23-001
Planning Commission Conditions of Approval
March 20, 2024
j. All palm trees shall have a brown trunk height of between a minimum of 10 – 20 feet, varied to the satisfaction of City staff. k. All 36-inch box trees or greater shall be verified as to size by the project planner prior to being planted. It is the responsibility of the contractor and/or Applicant to make an appointment with the project planner to conduct this verification.
3.5 All landscaping shall be continuously maintained. Trees, shrubs, ground covers, etcetera, shall be watered and permanently maintained. All dead vegetation shall be removed and replaced in a timely manner.
3.6 Where landscaping is required for off-street parking areas, or in other vehicular parking areas, concrete curbing and/or bumper blocks shall be required to regulate vehicular traffic and to protect plant materials from vehicles. Such curbing height shall be at least six inches. Curbing of six inches or more shall be required where a public planter slopes toward a sidewalk and said curbing is needed to retain water. Overflow devices which drain under sidewalks may be required to assure that water does not overflow planters. In no event shall the finished grade of the irrigated planter be less than three inches below a public sidewalk and/or curb.
3.7 The Applicant shall contact the Planning Department 90 days after issuance of a Certificate of Occupancy to arrange for a follow-up on-site inspection to ensure that all plant material is being maintained consistent with the approved Exhibit “A”.
3.8 Redwood headers are specifically prohibited from use on the project site for landscaping or as a permanent condition for other uses.
3.9 All lighting on site shall comply with Chapter 9.89 of the Municipal Code relative to outdoor lighting including fixtures that direct lighting downward.
3.10 The Applicant shall submit an exterior Lighting Plan in compliance with CCMC Chapter 9.89, including a photometric analysis, to the Director of Development Services for review and approval prior to issuance of a building permit. The Lighting Plan shall also identify the following:
a. The type of fixtures, including height, material, and color. b. That the total height of all freestanding lighting fixtures will not exceed 18 feet.
c. That all concrete fixture bases will have a decorative finish.
At a minimum, a trowel finish shall be provided.
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Planning Commission Conditions of Approval
March 20, 2024
d. That the bolts connecting the light fixture to the base will be covered.
3.11 All mechanical equipment, either roof or ground mounted, and shall be screened from public view. All such equipment shall be fully screened by the roof structure, a parapet wall, appropriate ground mounted walls, berming, or landscaping. All walls shall architecturally match the building. If after construction, but prior to the issuance of a Certificate of Occupancy, it is determined by the Director of Development Services that equipment can be viewed from the public right-of-way a plan for screening the equipment shall be submitted to the Planning Department for approval. Once approved, said screening shall be constructed prior to issuance of a Certificate of Occupancy.
3.12 Property addresses or building identification signs shall be placed on all new and existing buildings so as to be plainly visible from the public street. Said signs shall be a minimum of 12 inches in height on commercial buildings and six inches in height for residential buildings. Numbers shall be internally illuminated.
3.13 Signage for the proposed project is not part of this approval and shall require a sign permit, prior to the issuance of a Certificate of Occupancy.
3.14 Trash enclosures shall be constructed as shown in Exhibit A and to City standards.
3.15 All exterior walls facing a public street or public area shall have a decorative surface and a decorative cap that is consistent with the overall architecture.
3.16 Building and landscaping shall be maintained in a condition that substantially complies with this approval.
3.17 All breaker boxes, fire sprinkler risers, and utility conduits shall be interior to the building.
3.18 All roof drains and downspouts shall be on the interior of the building or within an enclosure that is in integrated into the building design as approved by the Planning Department with decorative drain terminations. Exposed drainpipes are specifically prohibited.
3.19 All drain terminations shall be from the Watts Drainage Product RD-940 or a product of equal value.
3.20 Contractor must divert at least 75 percent of all demolition waste to a recycling facility. The reuse of materials is considered an acceptable recycling program but must be documented and approved by the Environmental Conservation Manager
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Planning Commission Conditions of Approval
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3.21 Prior to the issuance of a Certificate of Occupancy, the applicant shall submit all weight tickets associated with trash and recycling disposal to be approved by the Environmental Conservation Manager.
3.22 Prior to issuance of a building permit, the applicant shall provide three (3) accessible parking spaces in full satisfaction of the Americans with Disabilities Act. Revisions to the parking plan shall be approved by the Building and Safety Division.
3.23 Prior to issuance of a grading permit, the Applicant shall coordinate with the property owner to the west for the removal and/or relocation of the fencing and trash enclosure encroachments.
3.24 The applicant shall revise the southern and western elevations to include additional shading for south-facing windows. Possible treatments could include window eyebrows, in- set windows, canopies, or a combination of window treatments such as fixed-overhangs, eyebrows, awnings, vertical fins, or window films. Treatments shall be approved by the Development Services Director and/or their designee. (Revised by the Planning Commission on March 20, 2024)
3.25 If during excavation, grading or construction, artifacts or other archaeological resources are discovered, all work in the immediate area of the find shall be halted and the applicant shall immediately notify the Director of Development Services. A qualified archaeologist, meeting the Secretary of the Interior’s professional qualifications standards for archaeology, shall be called to the site by, and at the expense of, the applicant to identify the find and propose mitigation if the resource is culturally significant. (Added by the Planning Commission on March 20, 2024)
3.26 New - The applicant shall construct a solid 6’ block wall along the western property line to separate the project from the adjacent convenience store. Materials for the block wall shall be consistent with the materials used for the retaining wall. (Added by the Planning Commission on March 20, 2024)
SECTION 4 ENGINEERING / PUBLIC WORKS
4.1 The Applicant agrees to defend, indemnify and hold harmless the City of Cathedral City (“City”), its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Design Review No. 23-001 (DR) and corresponding Site Plans (Plans). The City shall have sole discretion in selecting its defense counsel. The City shall promptly notify the Applicant of any claim, action or proceeding and shall cooperate fully in the defense.
Design Review 23-001
Planning Commission Conditions of Approval
March 20, 2024
4.2 This DR shall expire two years after the City Planning Commission approval date, unless granted a time extension pursuant to Cathedral City Municipal Code
9.78.100.
4.3 This DR shall comply with all applicable terms, conditions and/or mitigation measures for the following approvals:
A. DR No. 23-001.
B. Downtown Residential Neighborhood zoning.
C. Cathedral City Design Guidelines.
D. Cathedral City Water Conservation Policies and Rules.
E. Cathedral City Municipal Codes and Ordinances.
In the event of any conflict(s) between approval conditions and/or provisions of these approvals, the Director of Public Works and/or Director of Development Services shall determine precedence.
4.4 All conditions herein shall be met prior to the Engineering and/or Encroachment Permits issuance for the DR and Plans or as specifically modified by item as linked to a Certificate of Occupancy (COO) issuance and/or time limit from the date of issuance of the Engineering Permit.
4.5 Prior to issuance of any Grading, Encroachment or Building permit by the City, the Applicant shall obtain any necessary clearances and/or permits from the following agencies, if required:
A. City of Cathedral City Fire Marshal.
B. Cathedral City Public Works Department - Engineering Division.
C. Cathedral City Development Services Department – Planning and Building Divisions.
D. Riverside County Environmental Health Department.
E. Palm Springs Unified School District.
F. Desert Water Agency (DWA).
G. Southern California Edison (SCE).
H. Frontier Communications.
I. Spectrum Cable (TW).
J. California Regional Water Quality Control Board (CRWQCB).
K. State Water Resources Control Board.
L. Sunline Transit Agency (SunLine).
M. South Coast Air Quality Management District – Coachella Valley (SCAQMD).
N. Riverside County Flood Control District.
The Applicant is responsible for all the requirements of the permits and/or clearances from the above listed agencies. When the requirements include approval of improvement plans, the Applicant shall furnish proof of such approvals when submitting those improvement plans for City approval.
Design Review 23-001
Planning Commission Conditions of Approval
March 20, 2024
4.6 If applicable, the Applicant shall be responsible for completing all DR approved Phase I Study recommendations, all City and Riverside County requirements and Riverside County Department of Environmental Health requirements. Proof of compliance shall be submitted to the City before issuance of Building Permits for the DR.
4.7 DR approved erosion control Best Management Practices (BMPs) shall remain in effect for the entire duration of DR construction until all improvements are completed and accepted by the City.
4.8 The Applicant shall be responsible for blow sand, debris, trash, rubbish and deleterious material removal in all areas of the DR’s Cove Lane and Grove Street frontages, including gutter pans, sidewalks, parkways, right-of-way and all other driveway areas. Responsibilities also include right-of-way, retention basins/structures, parking lots, drive aisles, and all other interior areas, including within the walled areas or outside the walled areas of the DR. The Property Owner of Record shall include these responsibilities into the daily maintenance of the site for perpetuity and record a Mutual Maintenance Covenant on the DR’s merged Parcel, after the Covenant’s review and approval by the Director of Public Works.
4.9 Approval of this DR and Plans shall not be construed as approval for any horizontal dimensions implied by any site plans or exhibits unless specifically identified in the following Conditions of Approval.
4.10 The Applicant shall reimburse the City, within thirty (30) days of presentment of the invoice, all costs and actual attorney’s fees incurred by the City Attorney to prepare, review, negotiate and/or modify any documents or instruments required by these conditions and/or subsequent modification requests to these Conditions of Approval. This obligation shall be paid in the time noted above without deduction or offset and the Applicant’s failure to make such payment shall be material breach of the Conditions of Approval.
4.11 The Applicant shall reimburse the City, within thirty (30) days of presentment of the invoice, all cost and actual consultant’s fees incurred by the City for engineering, surveying and/or any other technical consultants to review and/or modify any documents or instruments required by these conditions and/or subsequent modification requests. This obligation shall be paid in the time noted above without deduction or offset and the Applicant’s failure to make such payment shall be material breach of the Conditions of Approval.
4.12 The Applicant shall reimburse the City, within thirty (30) days of presentment of the invoice, all actual costs incurred by the City for Engineering, Planning and/or Building Department reviews and/or modify any documents or instruments required by these conditions and/or subsequent modification requests. This Design Review 23-001
Planning Commission Conditions of Approval
March 20, 2024
obligation shall be paid in the time noted above without deduction or offset and the Applicant’s failure to make such payment shall be material breach of the Conditions of Approval.
PROPERTY RIGHTS AND PRIVATE IMPROVEMENTS
4.13 Prior to issuance of any permit(s), the Applicant shall acquire or confer easements and other property rights necessary for the construction or proper functioning of the proposed DR. Conferred rights shall include irrevocable offers to dedicate or grant access easements to the City for emergency services and for maintenance, construction and reconstruction of essential improvements.
4.14 Pursuant to the aforementioned condition, conferred rights shall include approvals from all necessary persons or entities over easements and other property rights necessary for construction and proper functioning of the proposed DR not limited to access rights over proposed and/or existing private streets that access public streets and open space/drainage facilities of all phases of the development.
Specifically:
i. The Property Owner of Record shall record the Maintenance Covenant described in Condition 4.8., on the merged DR parcel prior to issuance of the COO.
ii. The Property Owner of Record shall record the Street Light Covenant described in Condition 4.23 on the merged DR parcel prior to the issuance of the first COO.
iii. A Water Quality Management Plan and Urban Runoff Best Management Practices Transfer, Access and Maintenance Covenant (as part of the WQMP) described in Condition 4.25.ii shall be recorded on the merged DR parcel prior to issuance of the first COO.
4.15 The Applicant shall retain for private use in this DR all private street rights-of-way, parking lots, access ways, entry points, and rights-of-way in conformance with the City’s General Plan, Municipal Code, DR and/or as required by the Director of Public Works.
4.16 The Applicant shall design and construct the DR’s private parking lot pavement sections using Cal Trans’s design procedure for 20-year life pavement, and the site-specific data for soils strength and anticipated traffic loading (including construction traffic). Minimum structural sections, with asphalt placed in two lifts, shall be as follows:
i. Parking Lot and Drive Aisles surfacing:
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Planning Commission Conditions of Approval
March 20, 2024
1. 3.0” a.c./4.5” class II base with 12” at 95% compaction; or
2. 6.0” P.C.C. with wire mesh/4.5 class II aggregate base at 95% compaction.
ii. Cove Lane frontage access:
1. The Applicant shall construct two (2) 24-foot-wide and 2 (2) 26-footwide, respectively, City Standard 200-B modified commercial driveway approaches, as generally shown on the DR’s Plans and to be shown on the final engineering plans, to the satisfaction of the Director of Public Works.
iii. Striping, legends and signage:
1. Apply striping, legends and place signage within the entire parking lot and drive aisles to be shown on the final engineering plans.
Final striping, legend and signage layout shall be approved by the Director of Public Works.
4.17 The entry/exit driveways on the south side of Cove Lane fronting the DR, as shown on the DR’s Plans and as part of these Conditions of Approval, shall provide ingress/egress for residents and guests. Any modification to the driveway(s), including later additions of a gate system related to vehicle and/or pedestrian access, will require the approval of the Director of Public Works and/or the Director of Development Services.
4.18 Not used.
4.19 Not used.
4.20 The Applicant shall install Type A-6, A-8 and/or Type “D” curbs per RC Standards which will convey water without ponding and provide lateral containment of dust and residue during street sweeping operations, to be shown on the final engineering plans, subject to the approval of the Director of Public Works.
4.21 The Applicant shall construct all roadways, parking lots, drive aisles, curbs and gutters, sidewalks and driveways to uniformly connect to existing adjacent public and/or private improvements within and adjacent to the DR as shown on the final engineering plans to the satisfaction of the Director of Public Works.
4.22 The Applicant shall construct all appurtenant roadway components such as, but not limited to: curb, gutter, sidewalk, ADA ramps, traffic control striping, legends, traffic control signs and street name signs to the satisfaction of the Director of Public Works.
4.23 Frontage Public Street Light:
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a. The Applicant shall coordinate and pay all cost necessary for the installation of the below detailed City and Southern California Edison (SCE) approved LED street light with SCE and to take over all related expenses, including the monthly electrical expense for the street light installed prior to the issuance of the COO.
The Applicant shall execute a Street Light Covenant and be reviewed and approved by the Director of Public Works prior to recordation. 1) Install one (1) 29 LED equivalent wattage LED street light per Cathedral City, Riverside County and SCE Standards along the DR’s Cove Lane frontage, approximately 200 feet east of the intersection of Cathedral Canyon Drive and Cove Lane, with the final location to be approved by the Director of Public Works prior to the issuance of the COO. 2) Install one (1) 29 LED equivalent wattage LED street light per Cathedral City, Riverside County and SCE Standards along the DR’s Grove Street frontage, approximately 400 feet east of the intersection of Cathedral Canyon Drive and Grove Street, with the final location to be approved by the Director of Public Works prior to the issuance of the COO.
4.24 The Applicant shall coordinate and pay all cost necessary for the undergrounding and removal of all, and not limited to, aerial wires, power lines, telephone wires, cable lines, communication equipment, pole under burden and respective poles that are within this DR, per CC Municipal Code 8.30.050 prior to the issuance of the COO to the satisfaction of the Director of Public Works. i. The Applicant shall coordinate all undergrounding of all existing aerial facilities along the DR’s north Cove Lane frontage, from property line to property line, with each respective utility, service provider and adjacent properties owners, respectively, to ensure that all aerial lines are removed/undergrounded and to be shown as such on the DR’s final engineering Plans.
4.25 Applicant will design and install stormwater drainage facilities prior to the issuance of the DR’s COO as follows:
i. The Applicant will design and construct facilities to capture all onsite nuisance and stormwater, with breakout facilities, within the paved and landscaped areas of the DR, per Cathedral City Municipal Code requirements and other conditions specified in the DR’s Hydrology Study and generally shown on the entitlement engineering plans. These cited facilities will be shown on the final engineering Plans and constructed subject the approval of the Director of Public Works.
ii. The Owner of Record shall execute and record a Water Quality Management Plan and Urban Runoff Best Management Practices Design Review 23-001
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Transfer, Access and Maintenance Covenant with the City (as part of the WQMP) on the merged parcel of the DR prior to the issuance of the COO. iii. Where applicable, retention basin slopes will be lined with weed block under 3-inch to 6-inch angular rock subject to the approval of the Director of Public Works.
4.26 Not used.
4.27 When the Director of Public Works determines that access rights to the proposed street rights-of-way shown on the DR’s Plans are necessary prior to the issuance of the COO, the Applicant shall grant the necessary rights-of-way within 60 days of a written request by the City.
4.28 Where public facilities (e.g., sidewalks) are placed on privately owned setbacks, the Applicant shall offer for dedication blanket easements for those purposes by separate instrument prior to the issuance of the first COO.
4.29 The Applicant shall cause all missing property corners and survey monuments within the boundaries of the DR to be set and file the required Record of Survey prior to the issuance of the COO.
4.30 The Applicant shall furnish proof of easements, or written permission, as appropriate, from those owners of all abutting properties on which, and not limited to, grading, wall construction, retaining wall construction, permanent slopes, street improvements, sidewalks, driveways, utility relocations, other encroachments and other construction activities will occur.
i. Further, all abutting properties disturbed by the Applicants, and not limited to, grading, wall construction, retaining wall construction, permanent slopes, street improvements, sidewalks, driveways, utility relocations, other encroachments and other construction activities performed by the Applicant, will be restored to original and/or improved conditions subject to the prior review and approval of the Director of Public Works and/or Director of Development Services.
4.31 The Applicant shall cause no easement to be granted, or recorded, over any portion of the subject property between the date of approval of the DR and the date of issuance of the COO, unless such easement is approved by the Director of Public Works.
4.32 The Applicant will coordinate all private roadway improvements and driveway transitions with the adjacent property owners (public and/or private) and coordinate relocation of fire hydrants, water meters and all other appurtenances as required to the satisfaction of the Director of Public Works.
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4.33 Improvements shall be designed and constructed in accordance with City adopted standards, supplemental drawings and specifications, or as approved by the Director of Public Works.
4.34 All improvements will be subject to City requirements for inspection during construction.
4.35 The City will conduct final inspections of structures only when the buildings have improved street and sidewalk access (including ADA) to streets. The improvements shall include the required traffic control devices, pavement markings and street name signs.
4.36 When applicable, the Applicant shall be responsible for the vacation and granting of easements that address changes in the existing easements over the proposed DR that may be affected by proposed improvements. Pursuant this condition, the Applicant shall apply to the City for any street vacation request of public right-ofway and/or utility easements. The Applicant must provide all applicable exhibits and legal descriptions and perform all necessary abandonments or relocation of easements and/or facilities as required by all affected utility purveyors over the public rights-of-way and/or utility easements, or as approved by the Director of Public Works. Typically, the right-of-way vacation process is up to three (3) months.
PUBLIC IMPROVEMENTS
4.37 The Applicant shall construct and dedicate the following street improvements to conform to the General Plan:
A. PUBLIC STREETS
1) Cove Lane – Public roadway as shown on the Plans and per these Conditions of Approval shall include the following:
a) Cove Lane is a public roadway and is designated as a Local Roadway with a 40-foot ROW.
b) Cove Lane measured at curb to curb shall have a 28-foot street width. c) The Applicant shall crack seal and apply Rubberized Emulsion Asphalt Slurry (REAS) on Cove Lane from centerline to the DR’s north curb face (approximately 14 feet) along the entire length of the DR’s north frontage (west to east DR’s property lines).
d) The Applicant will coordinate all public and private roadway improvements and driveway transitions with the adjacent property owners and coordinate relocation of fire hydrants, water meters, storm Design Review 23-001
Planning Commission Conditions of Approval
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drains, and all other appurtenances as required to the satisfaction of the Director of Public Works.
e) Construct, repair and/or replace all existing damaged fronting street, sidewalk, curb and gutter to uniformly connect to existing adjacent improvements east and west of the DR along the Cove Lane frontage to the satisfaction of the Director of Public Works.
f) Cove Lane shall have A-6 curbs per County of Riverside (RC) Standards, which will convey water without ponding, and provide lateral containment of dust and residue during street sweeping operations.
g) The Cove Lane frontage shall have a minimum 5-foot-wide concrete sidewalk adjacent the curb per RC Standards, with all required ADA ramps and utility offsets, as generally shown on the Plans and as approved by the Director of Public Works.
h) Construct all appurtenant roadway components such as, but not limited to: curb, gutter, sidewalk, ADA ramps, traffic control striping, legends, traffic control signs and street name signs as approved by the Director of Public Works.
2) Grove Street - Public roadway as shown on the Plans and per these Conditions of Approval shall include the following:
a) Grove Street is a public roadway and is designated as a Local Roadway with a 40-foot ROW.
b) Grove Street measured at curb to curb shall have a 28-foot street width.
c) The Applicant shall crack seal and apply Rubberized Emulsion Asphalt Slurry (REAS) on Grove Street from centerline to the DR’s south curb face (approximately 14 feet) along the entire length of the DR’s south frontage (west to east DR’s property lines).
d) The Applicant will coordinate all public and private roadway improvements and driveway transitions with the adjacent property owners and coordinate relocation of fire hydrants, water meters, storm drains, and all other appurtenances as required to the satisfaction of the Director of Public Works.
e) Construct, repair and/or replace all existing damaged fronting street, sidewalk, curb and gutter to uniformly connect to existing adjacent Design Review 23-001
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improvements east and west of the DR along the Grove Street frontage to the satisfaction of the Director of Public Works. f) Grove Street shall have A-6 curbs per County of Riverside (RC) Standards, which will convey water without ponding, and provide lateral containment of dust and residue during street sweeping operations.
g) The Grove Street frontage shall have a minimum 5-foot-wide concrete sidewalk adjacent the curb per RC Standards, with all required ADA ramps and utility offsets, as generally shown on the Plans and as approved by the Director of Public Works.
h) Construct all appurtenant roadway components such as, but not limited to: curb, gutter, sidewalk, ADA ramps, traffic control striping, legends, traffic control signs and street name signs as approved by the Director of Public Works.
4.38 The Applicant shall design street pavement sections (and repaired sections) using Cal Trans’s design procedure for 20-year life pavement, and the sitespecific data for soil strength and anticipated traffic loading (including construction traffic). Minimum structural sections, with asphalt placed in two lifts, shall be as follows:
i) Residential Roadway: 3.0” a.c./4.5” class II base with 12” at 95% compaction.
ii) Note: The above are minimum sections. If existing roadway sections are determined to be greater that the above stated minimum, the Applicant shall install asphalt concrete or Portland cement concrete and class II aggregate base to match existing and/or per City’s repair standards to the satisfaction of the Director of Public Works.
4.39 The Applicant will cooperate with all adjacent developers and property owners to assure that drainage, access and roadway designs are constructed to assure that all adjacent public works infrastructure is constructed in a uniform manner as approved by the Director of Public Works.
4.40 Not used.
4.41 Not used.
4.42 Improvements shall be designed and constructed in accordance with City adopted standards, supplemental drawings and specifications, or as approved by the Director of Public Works.
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4.43 The Applicant will design all landscaping, monuments and/or structures to not impair vehicle, bicycle and/or pedestrian line-of-sights along all the frontages associated with this DR and to be shown on the final engineering Plans subject to the approval of the Director of Public Works.
4.44 All public and private improvements shall be subject to City requirements for inspection during construction.
4.45 The City will conduct final inspections of building structures when the building structures have improved street and sidewalk access to publicly-maintained streets. The improvements shall include the required traffic control devices, pavement markings, ADA improvements and street name signs.
IMPROVEMENT PLANS
As used throughout these Conditions of Approval, professional titles such as “engineer,”’ “surveyor,” and “architect,” refer to persons currently certified or licensed to practice their respective professions in the State of California.
4.46 Improvement plans shall be prepared, for each phase (if applicable), by or under the direct supervision of qualified engineers and/or architects, as appropriate, and shall comply with all requirements of the City of Cathedral City.
4.47 The following improvement plans, for each phase (if applicable), shall be prepared and submitted for review by the Engineering Department. A separate set of plans for each line item specified below, for each phase, shall be prepared. The plans shall utilize the minimum scale specified, unless authorized by the Director of Public Works. Plans may be prepared at larger scale if additional detail or plan clarity is desired.
NOTE: The Applicant may be required to prepare other improvement plans not listed here pursuant to improvements required by other agencies and utility purveyors.
NOTE: All Engineering Plans will be prepared by a Civil Engineer licensed to practice their profession in the State of California.
A. On-Site Precise Grading Plan 1” = 10’ Horizontal
B. Street Improvement Plan Show improvements on Precise Grading Plan C. PM 10 Plan Plan submitted in report form
D. Erosion Control Plan 1” = 10’ Horizontal
E. WQMP Plan in required binders (2 sets and PDF form)
NOTE: A and E to be submitted concurrently.
NOTE: Precise Grading Plan shall normally include perimeter wall with Top of Wall Design Review 23-001
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and Top of Footing elevations shown. All footings shall have a minimum of 1-foot of cover, or sufficient cover to clear any adjacent obstructions.
F. On Site Storm Drain Plan Not required
G. Street Signing and Striping Plan Not required
H. Signal Plan (N/A) Not required
I. Monumentation Plan Required.
NOTE: F through I to be submitted concurrently, if required.
NOTE: The street improvement plans shall show the sidewalk in the combined parkway and landscape setback area.
NOTE: Where applicable, separate Off-Site Storm Drain Plan if required by Director of Public Works.
Other engineered improvement plans prepared for City approval that are not listed above shall be prepared in formats approved by the Director of Public Works prior to commencing plan preparation.
All Plan and Profile Street Plans and Signing and Striping plans shall show all existing improvements for a distance of at least 200-feet beyond the project limits, or a distance sufficient to show any required design transitions.
All Signing and Striping Plans shall show, at a minimum; Stop Signs, Limit Lines and Legends, No Parking Signs, Raised Pavement Markers (RPMs) (including Blue RPMs at fire hydrants), curb paint limits and Street Name Signs per Cathedral City Standard Plans and/or as approved by the Director of Public Works.
4.48 The Applicant shall furnish accurate Mylars of all improvement plans, for each phase (if applicable), to the Director of Public Works for approval. The improvement plans, for each phase, shall be of a scale approved by the Director of Public Works.
4.49 The Applicant shall furnish a copy of all approved improvement plans, for each phase (if applicable), on an electronic storage media acceptable to the Director of Public Works.
4.50 Upon completion of construction of each phase (if applicable), and prior to final acceptance of the improvements by the City, the Applicant shall furnish the City with reproducible record drawings, for each phase (if applicable), of all improvement plans which were approved by the City. Each sheet shall be clearly marked “As Built” and shall be stamped and signed by the engineer or surveyor certifying the accuracy and completeness of the drawings. The Applicant shall have all approved Mylars previously submitted to the City, revised to reflect the asbuilt conditions. The Applicant shall employ or retain the Engineer of Record Design Review 23-001
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(EOR) during the construction phase of the project so that the EOR can make site visits in support of preparing “As Built”. However, if subsequent approved revisions have been approved by the Director of Public Works and reflect said “As Built” conditions, the EOR may submit a letter attesting to said fact to the Director of Public Works in lieu of Mylar submittal.
IMPROVEMENT SECURITY AGREEMENTS
4.51 Improvements to be made, or agreed to be made, shall include the removal of any existing structures or other obstructions which are not a part of the proposed improvements.
Improvements and obligations required shall be either complete prior to the issuance of COOs of permanent structures or as otherwise approved by the Director of Public Works.
In the event the Applicant fails to construct the improvements for this DR or fails to satisfy its obligations for this DR in a timely manner, the City shall have the right to halt issuance of permits, and/or final inspections, withhold other approvals related to the development of this DR.
4.52 Prior to the issuance of the COO, the Applicant shall construct and dedicate all on and off-site improvements and satisfy its obligations for same or shall furnish a fully secured and executed Public Works Completion Agreement guaranteeing the construction of such improvements and the satisfaction of its obligations for same, or shall agree to any combination thereof, as may be required by the City.
4.53 Prior to the improvement plans approval, the Applicant shall submit for review and City approval Covenants for the future maintenance and upkeep of (and not limited to) street lighting (Street Light Covenant), landscaping improvements, hardscape improvements, PM -10 cleanup mitigation, drainage facilities, retention basin improvements and permanent site BMP appurtenances (Water Quality Management Plan Covenant). Once approved by the City, the Owner of Record shall execute and record such Covenants.
4.54 The Applicant shall submit applicable deposits and/or fees for the cost of reviewing the applicable Public Works Completion Agreement(s), WQMP Covenant, Street Light Covenant, Maintenance Covenant, PM-10 Application and/or any other requests or form submittals made by the Applicant related to this DR.
GRADING
4.55 The Applicant shall comply with all the provisions of Cathedral City Municipal Codes and Ordinances.
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4.56 The Applicant shall obtain a Grading Permit approved by the Director of Public Works prior to initiating any construction or on the DR site.
4.57 To obtain an approved Grading Permit, the Applicant shall submit and obtain approval of all of the following:
A. A Grading Plan prepared by a civil engineer registered in the State of California,
B. A preliminary geotechnical (“Soils”) Report prepared by a professional registered in the State of California,
C. A Fugitive Dust Control Plan prepared in accordance with City of Cathedral City requirements,
D. An Erosion Control Plan prepared in accordance with City of Cathedral City requirements,
E. If applicable, a Best Management Practices report prepared in accordance with Cathedral City requirements (NPDES Stormwater Discharge Permit and Storm Management and Discharge Controls),
F. A WQMP prepared by a Qualified Stormwater Pollution Plan Developer that has completed California State Water Board approved training, and G. If applicable, a Conditional Letter of Map Revision – Fill (CLOMR-F) issued by the Federal Emergency Management Agency (FEMA). If the Applicant is not securing a CLOMR the Applicant must verify that the entire Project limits are outside a FEMA designated Flood Hazard Area and/or Area of Flood Hazard Risk as designated by the latest approved FEMA FIRM Map and in accordance with the City of Cathedral Municipal Code Chapter 8.24.
4.58 All grading shall conform with the recommendations contained in the Preliminary Soils Report, Phase 1 Environmental Assessment report (if applicable) and shall be certified as being adequate by the soils engineer, or engineering geologist registered it the State of California.
4.59 A statement shall appear on the Grading Plan that a soils report has been prepared in accordance with the California Health and Safety Code § 17953 and California Government Code § 66490.
4.60 The Applicant shall furnish security, in a form acceptable to the City, and in an amount sufficient to guarantee compliance with the approved Fugitive Dust Control Plan provisions as submitted with its application for a Grading Permit.
Additionally, the Applicant shall replenish said security if expended by the City of Design Review 23-001
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Cathedral City to comply with the Fugitive Dust Control Plan as required by the Director of Public Works.
4.61 The Applicant shall maintain all open graded, undeveloped land in order to prevent wind and/or water erosion of such land. All open graded, undeveloped land shall either be planted with interim landscaping, or stabilized with such other erosion control measures, as were approved in the Fugitive Dust Control Plan.
4.62 Grading within the parkway areas shall conform to Cathedral City requirements except as otherwise modified by this condition. The maximum slope shall not exceed 3:1 anywhere in the landscape setback area, except for the back slope (i.e. the slope at the back of the landscaped lot) which shall not exceed 2:1 if fully planted with ground cover. The maximum slope in the first six (6) feet adjacent to the curb shall not exceed 4:1 when the nearest edge of sidewalk is within six feet (6’) of the curb, otherwise the maximum slope within the right of way shall not exceed 3:1. All unpaved parkway areas adjacent to the curb shall be depressed one and one-half inches (1.5”) in the first eighteen inches (18’) behind the curb.
4.63 Building pad elevations on the Grading or Precise Grading Plan submitted for Director of Public Works’ approval shall conform to the pad elevations shown on the improvement plans, unless the pad elevations have other requirements imposed elsewhere in the Conditions of Approval.
4.64 Building pad elevations of perimeter lots shall not differ by more than one foot higher from the building pads in adjacent developments. The Applicant shall minimize the differences in elevation between the adjoining properties and this Project.
4.65 Prior to any site grading or re-grading that will raise any portion of the site by more than plus or minus half of a foot (0.5’) from the elevation shown on the approved Grading Plans, the Applicant shall submit the proposed grading changes to the Director of Public Works for a substantial conformance review.
4.66 Prior to the issuance of a building permit for any building, the Applicant shall provide a parcel pad certification stamped and signed by a qualified engineer or surveyor with applicable compaction tests and over excavation documentation.
Each pad certification shall list the pad elevation as shown on the approved Grading Plan, the actual pad elevation and the difference between the two, if any.
Such pad certification shall also list the relative compaction of the pad soil. The data shall be organized by parcel number and listed cumulatively if submitted at different times.
4.67 This DR shall comply with the Cathedral City Floodplain Management Ordinance.
If any portion of any proposed building parcel in the DR is or may be located within a Flood Hazard Area as identified on the City’s Flood Insurance Rate Maps (FIRM Maps), the development shall be graded to ensure that all floors and exterior fill (at Design Review 23-001
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the foundation) are above the level of the project (100-year) flood and building pads are compacted to 95% Proctor Density as required in Title 44 of the Code of Federal Regulations, Section 645.5(a) (6). Prior to issuance of building permits for parcels which are so located, the Applicant shall furnish Elevation Certifications, as required by FEMA, that the above conditions have been met.
4.68 If applicable, prior to the issuance of the Building Permit for any building, the Applicant shall provide to the Director of Public Works a Letter of Map Revision – Fill (LOMR-F) issued by FEMA.
DRAINAGE
4.69 Stormwater handling shall conform to the approved Hydrology and Drainage Report for the DR. The design of the Project shall not cause any increase in flood boundaries, levels or frequencies in any area outside the development.
4.70 Stormwater and nuisance water (drainage) for all phases, shall be retained on site and shall be disposed of in an approved manner. Nuisance water shall be disposed of via on-site storm drains, new and existing catch basins, underground percolation piping chambers, dry wells and retention basin(s) as approved by the Director of Public Works.
4.71 All drainage water shall be conveyed underground to the satisfaction of the Director of Public Works.
4.72 Storm water drainage historically received from adjoining properties shall be received and retained and/or passed though into the historic downstream drainage relief route.
4.73 The Applicant shall comply with applicable provisions for post construction runoff per the City’s NPDES Stormwater Discharge Permit; Riverside County Ordinance No. 457; the Californian Regional Water Quality Control Board – Colorado River Basin (CRWQCB-CRB) Regional Board Order No. R7-2013-0011 and the State Water Resources Control Board’s Order No. 2010-0014-DWQ and Order No. 2012-0006-DWQ.
A. For post-construction, urban runoff from New Development and Redevelopment Projects, the Applicant shall implement requirements of the NPDES permit for the design, construction and the covenants for the perpetual operation and maintenance of BMPs per the approved revised/updated Water Quality Management Plan (WQMP) for the project as require by the California Regional Water Quality Control Board – Colorado River Basin (CWQRCBCRB) Region Board Order No. R7-2013-0011.
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B. The Applicant shall implement the revised/updated WQMP Design Standards per (CRWQCB-CRB) Region Board Order No. R7-2013-0011 utilizing BMPS approved by the Director of Public Works.
UTILITIES
4.74 The Applicant shall obtain the approval of the Director of Public Works for the location of all utility lines within any right-of-way, and all above-ground utility structures including, but not limited to, traffic signal cabinets, electrical vaults, water valves, and telephone stands, to ensure optimum placement for practical and aesthetic purposes.
4.75 All service runs and proposed new utilities shall be installed underground, per the utility purveyor standards and as approved by the Director of Public Works.
4.76 As cited in Condition 4.24, existing overhead utility lines and overhead underburden within, or adjacent to the proposed development, and all proposed utilities shall be installed underground per the utility purveyor standards and as approved by the Director of Public Works.
4.77 Underground utilities shall be installed prior to overlaying hardscape. For installation of utilities in existing improved streets, the Applicant shall comply with trench restoration requirements required by the Director of Public Works.
4.78 The Applicant shall provide certified reports of all utility trench compaction for approval by the Director of Public Works.
4.79 All facilities within the DR shall be served with a gravity sanitary sewer system, a domestic water system and a fire protection system in accordance with DWA and City of Cathedral City Fire Department requirements and standards. Applicant shall pay to the City and DWA all applicable sewer and water service charges, capacity charges and construction reimbursements to ensure all services are complete, in place and operational prior to the respective COO being issued.
4.80 The Applicant shall abandon or relocate existing easements over DR prior to issuance of the COO as required by the agency and/or individual favored and as approved by the Director of Public Works. Additionally, the Applicant shall relocate existing utility facilities that are required by all utility purveyors prior to issuance of the COO or as approved by the Director of Public Works.
SECTION 5 FIRE PROTECTION
This project has been reviewed as a “Group R” type occupancy, any other use will require further review.
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Unless specifically stated herein, these conditions shall not be construed to permit or allow deviation from any Federal or State laws nor any of the local codes and ordinances adopted by this jurisdiction. The City of Cathedral City enforces the California Code of Regulations (CCR), Title 24, Part 9, 2022 California Fire Code with local amendments, and the CCFD Development Guidelines. In addition, CCR Title 19 requirements may be applicable. The design professional should refer to these provisions for guidance when developing project drawings and specifications. Please contact the City of Cathedral City Fire Department for any questions regarding compliance with the applicable codes or following conditions:
Note: All references to the 2022 California Fire Code are shown as CFC, the 2022 California Building Code is shown as CBC and the California Code of Regulations are shown as CCR.
AGENCY APPROVALS
5.1 The Final Conditions of Approval for this project shall be included in any site plan or construction plans submitted for permit issuance. Plans will not be approved without reference to these conditions.
5.2 A clear scope of operations shall be provided on the architectural plan cover sheet.
5.3 All deferred submittals (when approved to be deferred) shall be listed on the cover sheet of the architectural plan.
5.4 Occupancy separation, if required, shall comply with 2022 CA Building Code Table 508.4.
5.5 This project is subject to review and approval in accordance with the CCR, Title 19 for Fire and Life Safety.
5.6 This project is subject to an annual inspection and permit from the Cathedral City Fire Department for this type of occupancy (use).
LIFE SAFETY AND FIRE PROTECTION SYSTEMS
5.7 A fire access plan shall be submitted to the Cathedral City Fire Department for review and approval. This plan shall demonstrate access to and around all portions of the proposed structures to within 150 feet of an approved access road. The plan shall indicate all existing and proposed fire hydrants for the project.
5.8 A water availability/fire flow test shall be conducted and the minimum fire flow shall be available for the project.
5.9 Architectural plans shall be submitted to the Cathedral City Building Department for review and approval.
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5.10 Prior to the issuance of a Certificate of Occupancy, "No Parking - Fire Lane" signs, red curbing, street signs and other required markings shall be provided to the specifications of the Cathedral City Fire Department in accordance with the CFC, Section 503.3 and California Vehicle Code Section 22500.1.
5.11 In accordance with the CFC, Section 503, security gates (where required), shall be installed with approved automatic devices and/or key switches to allow Fire access and egress pursuant to the Cathedral City Fire Department guidelines.
5.12 Install Knox key box and/or Knox key switch/padlock for vehicle gate (if applicable) for Fire Department access in accordance with CFC Section 506.
5.13 Means of Egress shall be in compliance with the 2022 CA Building Code Chapter 10 with a scaled, measured emergency egress plan provided as part of the architectural plan for review.
5.14 Fire extinguishers are to be installed throughout the facility, covering a floor area of not more than 1,500ft2 at a maximum of 75ft travel distance and have a minimum rating of 2-A:10-B:C in accordance with the 2022 CA Fire Code Section 906.
5.15 Plans for the fire sprinkler system shall be submitted for approval and shall meet the design requirements of NFPA 13
5.16 Plans for the fire alarm system shall be submitted for approval and shall meet the design requirements of NFPA 72.
SECTION 6 BUILDING DEPARTMENT
6.1 Shall comply with the latest adopted edition of the following codes as applicable:
A. California Building Code
B. California Electrical Code
C. California Mechanical Code
D. California Plumbing Code
E. California Energy Code
F. California Fire Code
G. California Green Building Standards Code
6.2 Refer to Fire Marshal’s comments regarding Fire and Smoke Suppression Systems.
6.3 The requirements of the Air Quality Management District shall be satisfied prior to the issuance of any permit if dusts and/or pollutants will be discharged into the atmosphere.
6.4 Any temporary building, trailer, commercial coach, etc. installed and/or used in connection with a construction project shall comply with City Code
6.5 All signs shall be Underwriters Laboratories approved, or equal.
6.6 Permits are required prior to the removal and/or demolition of structures..
6.7 All exterior lighting shall be oriented, directed, and/or shielded as much as possible so that direct illumination does not infringe onto adjoining properties Design Review 23-001
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PRIOR TO ISSUANCE OF BUILDING/CONSTRUCTION PERMITS
6.8 If hazardous substances are used and/or stored, a technical opinion and report, identifying and developing methods of protection from the hazards presented by the hazardous materials, may be required. This report shall be prepared by a qualified person, firm, or corporation and submitted to Building & Safety. This report shall also explain the proposed facility's intended methods of operation and list all of the proposed materials, their quantities, classifications, and the effects of any chemical (material) inter-mixing in the event of an accident or spill.
6.9 Minimum 5% accessible parking required for Unassigned Accessible Parking, CBC1109A.3.
A. One of each type required – one accessible and one Van (proposed layout only includes one van parking)
6.10 Private Garage, Van Accessible parking space.
A. Minimum height 8’2” CBC1109A.5
i. All entrances, exits and vehicular passageways to and from required accessible parking spaces within parking facilities, shall have a minimum vertical clearance of 8 feet 2 inches (2489 mm) from the floor to the lowest projection of the ceiling.
6.11 Roof Plan, Page A1.4, Note “6” - Roof Hatch
A. Hatch located less than 10ft from roof edge. CBC1015.7 requires Guard i. Guards shall be provided where the roof hatch opening is located within 10 feet (3048 mm) of a roof edge or open side of a walking surface and such edge or open side is located more than 30 inches (762 mm) above the floor, roof or grade below. The guard shall extend not less than 30 inches (762 mm) beyond each end of the hatch parallel to the roof edge.
The guard shall be constructed so as to prevent the passage of a sphere 21 inches (533 mm) in diameter.
Approved for Planning Entitlements by the Cathedral City Planning Commission on March 20, 2024.
Attest:
Ivana Velasco Ethan Mezrahi, Applicant
Contract Planner
Site Summary: Total: 19 Units Site Area: ±29,763 sf / ±0.68 Acres Density: ±27.9 Units/Acre D.U.E. Calculation (18.6 available):
Type Qty. D.U.E. Total
Studio (±590 sf) 4 x 0.5 2.0
1 BR (±850 sf) 6 x 0.75 4.5 2 BR (±1,310 sf)
9 x 1.0 9.0 19 15.5 Parking Required:
Type Garage Surface Total
Studio (1+0) 4 0
4 1 BR (1+0.5) 6 3
9 2 BR (1+1)
9 9 18 19 12 31 Guest (x0.25)8
8 19 20 39 Parking Provided:
Garage Spaces: 19
Surface Spaces: 20
Total Spaces: 39
Open Space Required:
Common Open Space 3,040 sf (160 sf / unit)
Private Open Space 950 sf (50 sf / unit)
Open Space Provided:
Common Open Space ±3,640 sf
Private Open Space ±1,800 sf
Cathedral City, California 2 4 A U G 2 0 2 2 Copyright 2022 Bassenian | Lagoni Architects Note: This yield study is for the purpose of estimating the maximum density of a residential product type on a site of a given configuration. If specific entitlement requirements differ from the criteria shown on the plan (such as setbacks, minimum lot sizes, street standards, retention requirements, etc.) then the actual possible density may vary substantially. 2031 Orchard Drive, Suite 100 tel. +1 949 553 9100 fax +1 949 553 0548 Newport Beach, CA USA 92660 0 30 60 15 SCALE: 1" = 30'-0" CONCEPTUAL SITE PLAN E Grove Street 896.22278 N o r t h Original Scale : 1"= 30' 2B S 2B
S 1B 2B 1B Ground Level Level 2 Level 3 G r o v e S t r e e t C o v e S t r e e t C a t h e d r a l C a n y o n D r i v e Trash Common Patio 2B 2B S 2B
S 2B 1B 2B 1B1B 2B 1B REAS LIMITS
OFF-SITE REAS IMPROVEMENTS
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SERVICE AGREEMENT BY AND BETWEEN
CITY OF CATHEDRAL CITY
AND
SILVER ROCK DEVELOPMENT, INC.
FOR
DESIGN REVIEW NO. 23-001 – COVE LANE AND GROVE STREET
REAS IMPROVEMENTS
This Agreement is entered into this ______ day of ______________________, 2025, by and between the City of Cathedral City, a municipal corporation, (hereinafter “CITY”) and Silver Rock Development, Inc., a California limited liability company, (hereinafter “DEVELOPER”) for the application of Rubberized Emulsion Asphalt Slurry (REAS) along the entire DEVELOPER’S Cove Lane and Grove Street frontages, located within the jurisdictional boundaries of CITY. The CITY and DEVELOPER are sometimes hereinafter referred to individually as a “PARTY” and collectively as the “PARTIES”.
RECITALS
A. WHEREAS, DEVELOPER submitted Design Review (DR) application on July 5, 2023, for the development of a 19-unit residential apartment complex on an approximately 0.68-acre vacant parcel located in the Downtown Residential Neighborhood (DRN) Zoning District where the proposed Project is a permitted use.
B. WHEREAS, the City Planning Commission has reviewed the application and has approved DR No. 23-001 for the development of a 19-unit residential apartment complex that will consist of four connected three-story apartment buildings, attached garages, outdoor surface parking for tenants and guests, and private driveways. Other amenities and improvements will include a common patio area consisting of a metal shade structure consisting of an electric barbecue unit and counter, outdoor furniture, and fountain with an enclosure for fountain equipment. The trash staging room is also proposed and will be accessible to residents through the common area and parking lot.
C. WHEREAS, DR No. 23-001 Section 4.37 “PUBLIC IMPROVEMENTS” contains two (2) conditions that require the DEVELOPER to crack seal and apply Rubberized Emulsion Asphalt Slurry (REAS) on the following streets (hereinafter referred to as “DEVELOPMENT PROJECT”):
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a. Section 4.37A “PUBLIC STREETS” Part 1c: Cove Lane from DR’s north curb face (approximately 14 feet) along the entire length of the DR’s north frontage (west to east DR’s property lines, approximately 295 feet)
b. Section 4.37A “PUBLIC STREETS” Part 2c: Grove Street from DR’s south curb face (approximately 14 feet long) along the entire length of the DR’s south frontage (west to east DR’s property lines, approximately 295 feet)
D. WHEREAS, the DEVELOPER is in the process of developing DR No. 23-001 in the CITY, which includes the following APNs and lot:
a. APNs: 687-195-002, -003, -004, -005, -006, -007, and Lot “AC” E. WHEREAS, DEVELOPER has determined that it requires construction services to comply with Section 4.37 “PUBLIC IMPROVEMENTS” of the DR No. 23-001, to apply REAS on the Cove Lane and Grove Street frontages as shown in Exhibit A and that REAS will be applied that consists of the application of a mixture of water, asphalt emulsion, aggregate, and chemical additives to an existing asphalt concrete pavement surface.
F. WHEREAS, CITY is fully qualified to administer the work that includes traffic control, rout and seal random cracks, replacement of any pavement markings, including crosswalks, striping and raised pavement markers.
G. WHEREAS, CITY conducts REAS improvement projects within the jurisdictional boundaries of CITY and can include the DEVELOPMENT PROJECT with a city-led REAS project, which REAS improvement projects are sometimes hereinafter referred to collectively as “CITY PROJECT”.
H. WHEREAS, DEVELOPER will benefit from the cost savings associated with a larger improvement project, and DEVELOPER desires to work with the CITY, to construct the DEVELOPMENT PROJECT, together with the CITY PROJECT since CITY has extensive experience in the development and implementation of similar type projects.
I. WHEREAS, CITY will therefore provide the administrative, technical, managerial, and support services necessary for the implementation of the DEVELOPMENT PROJECT as part of the CITY PROJECT.
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J. WHEREAS, CITY and DEVELOPER desire to define herein the terms and conditions under which said DEVELOPMENT PROJECT is to be administered, engineered, coordinated, and constructed.
AGREEMENT
NOW THEREFORE, in consideration of the mutual promises contained herein, the PARTIES hereto agree as follows:
SECTION 1 • CITY AGREES to:
1. Act as the lead agency on behalf of the DEVELOPER for the overall implementation of the DEVELOPMENT PROJECT. The CITY is providing services on a reimbursable basis and has no obligation to fund any portion of the DEVELOPMENT PROJECT. Nothing in this Agreement is intended to commit the CITY to provide replacement funding for or to continue with the DEVELOPMENT PROJECT, if funds are not available.
2. Direct CITY’s contractor to identify any existing surface utility facilities within the limits of the DEVELOPMENT PROJECT and to protect the facilities in place.
3. Prepare and approve CEQA clearance for the CITY PROJECT.
4. Award and administer a public works contract for the construction of the CITY PROJECT and the DEVELOPMENT PROJECT in accordance with all applicable federal, state or local statutes, ordinances, orders, governmental requirements, laws or regulations, including but not limited to the local agency public construction codes, California Labor Code, and California Public Contract Code, and in accordance with the encroachment permits issued by CITY.
5. Furnish a representative to perform the function of Resident Engineer during construction of DEVELOPMENT PROJECT.
6. Furnish qualified support staff to assist the Resident Engineer in, but not limited to, construction surveys, soils and compaction tests, measurement and computation of quantities, testing of construction materials, checking submittals, preparation of estimates and reports, preparation of as-built drawings, and other inspection and staff services necessary to assure that the construction is performed in accordance with the project documents.
7. Submit any contract change order that causes the construction contract to exceed 10% of the 4937-2257-7499 v1 - 4 -
contract bid amount for DEVELOPMENT PROJECT improvements to DEVELOPER for review and approval prior to final authorization by CITY. If any contract change order causes the construction contract to change by less than 10% of the bid amount for DEVELOPMENT PROJECT, CITY is authorized by DEVELOPER’s approval of this Agreement to move forward with such change.
8. Furnish DEVELOPER a final reconciliation of DEVELOPMENT PROJECT expenses within ninety (90) days following the completion and acceptance of the CITY PROJECT and DEVELOPMENT PROJECT construction contract. If final costs associated with the DEVELOPMENT PROJECT are in excess of the Deposit provided in Section 2, CITY shall include a final bill with the financial reconciliation. If final costs associated with the DEVELOPMENT PROJECT are less than the Deposit provided in Section 2, CITY shall include a reimbursement for the difference with the financial reconciliation.
SECTION 2 • DEVELOPER AGREES to:
1. Fund one hundred percent (100%) of the cost of the DEVELOPMENT PROJECT, as shown in Exhibit “B”. DEVELOPER agrees that should unforeseen circumstances arise which result in an increase of any costs over those shown in Exhibit “B”, DEVELOPER will pay such costs pursuant to Subsection 6 and Subsection 7 of Section 1.
2. Deposit with CITY, prior to CITY start of work and upon written request by CITY, Eight Thousand Seventy-Four Dollars and Fifteen Cents ($8,074.15) (the “Deposit”), which represents one hundred percent (100%) of the estimated costs to complete construction including construction administration, inspection and contingency for DEVELOPER PROJECT, as provided in Exhibit “B”.
3. Provide prompt reviews and approvals, as appropriate, of submittals by CITY, and to cooperate in timely processing of the DEVELPOMENT PROJECT.
4. Verify improvements are constructed as required by this Agreement.
5. Pay CITY for any final costs associated with the DEVELOPMENT PROJECT that are in excess of the Deposit as determined pursuant to Subsection 7 of Section 1.
SECTION 3 • IT IS MUTUALLY AGREED AS FOLLOWS:
1. If upon receiving estimates for construction of the DEVELOPMENT PROJECT, the bids indicate a 4937-2257-7499 v1 - 5 -
cost overrun of no more than ten percent (10%) of the construction cost estimate will occur, as described in Exhibit “B”, CITY may award the contract.
2. If upon receiving estimates it is found that a cost overrun exceeding ten percent (10%) of the construction cost estimate will occur, CITY and DEVELOPER shall endeavor to agree upon an alternative course of action. If, after fourteen (14) calendar days from the date of bid opening, an alternative course of action is not agreed upon, this Agreement shall be deemed to be terminated by mutual consent. CITY shall reimburse DEVELOPER with any unspent portion of the Deposit within forty-five (45) days of termination.
3. CITY and DEVELOPER acknowledge and agree that any funding shortfall for the completion of the DEVELOPMENT PROJECT will be the sole responsibility of DEVELOPER. Nothing in this Agreement is intended to commit the CITY to funding any portion of DEVELOPMENT PROJECT or shall be construed as obligating the CITY to provide replacement funding for any anticipated funding or to continue with the DEVELOPMENT PROJECT, if funds are no longer available. In the event that adequate funds are not available to move forward or to complete DEVELOPMENT PROJECT, PARTIES agree to meet and confer and collectively work to identify adequate funding for DEVELOPMENT PROJECT.
4. The total cost to DEVELOPER to complete construction, including construction administration, inspection and materials testing and a contingency for DEVELOPMENT PROJECT is estimated to Eight Thousand Seventy-Four Dollars and Fifteen Cents ($8,074.15) as detailed in Exhibit “B”.
5. CITY shall not be obligated to commence the DEVELOPMENT PROJECT until after receipt of DEVELOPER's Deposit as required in Section 2.
6. CITY shall cause CITY's contractor to maintain in force, until completion and acceptance of the REAS improvements, a policy of Commercial Liability Insurance, including coverage of Bodily Injury Liability and Property Damage Liability, in the amount of $2,000,000 minimum single limit coverage, and a policy of Automobile Liability Insurance in the amount of $1,000,000 minimum. Endorsements to each policy shall be required which name DEVELOPER, its officers, agents and employees, as additionally insured. CITY shall also require CITY's contractor to maintain Worker's Compensation 4937-2257-7499 v1 - 6 -
Insurance. CITY shall cause CITY’s contractor to provide Certificates of Insurance and Additional Insured Endorsements which meet the requirements of this section to CITY prior to the start of construction.
7. Ownership and title to all materials, equipment, and appurtenances installed as part of this Agreement will be automatically vested with the jurisdiction in which the improvements reside, and no further agreement will be necessary to transfer ownership.
8. DEVELOPER shall be responsible for the maintenance of the improvements provided by the DEVELOPMENT PROJECT per the approved DR No. 23-001 Section 4.8.
9. No alteration or variation of the terms of this Agreement shall be valid unless made in writing and signed by all PARTIES and no oral understanding or agreement not incorporated herein shall be binding on each PARTY hereto.
10. Neither CITY nor any officer or employee thereof shall be responsible for any damage or liability occurring by reason of any act or omission of DEVELOPER under or in connection with any work, authority or jurisdiction delegated to DEVELOPER under this Agreement. It is further agreed that pursuant to Government Code Section 895.4, DEVELOPER shall fully indemnify and hold CITY harmless from any liability imposed for injury (as defined by Government Code Section 810.8) occurring by reason of any act or omission of DEVELOPER under or in connection with any work, authority or jurisdiction delegated to DEVELOPER under this Agreement.
11. Neither DEVELOPER nor any officer or employee thereof shall be responsible for any damage or liability occurring by reason of any act or omission of CITY under or in connection with any work, authority or jurisdiction delegated to CITY under this Agreement. It is further agreed that pursuant to Government Code Section 895.4, CITY shall fully indemnify and hold DEVLOPER harmless from any liability imposed for injury (as defined by Government Code Section 810.8) occurring by reason of any act or omission of CITY under or in connection with any work, authority or jurisdiction delegated to CITY under this Agreement.
12. In the event that either PARTY defaults in the performance of any of its obligations under this Agreement or materially breaches any of the provisions of this Agreement, the non-breaching 4937-2257-7499 v1 - 7 -
PARTY shall have the option to terminate this Agreement upon ninety (90) days written notice to the other PARTY. Should the Agreement be terminated as provided herein, DEVELOPER shall reimburse CITY for service performed pursuant to this Agreement up through the date of termination and CITY shall reimburse DEVELOPER with any unspent/remaining portion of the Deposit within forty-five (45) days of termination.
13. DEVELOPER and CITY shall retain or cause to be retained for audit, all records and accounts relating to the DEVELOPMENT PROJECT for a period of minimum three (3) years from the date of Notice of Completion of the DEVELOPMENT PROJECT.
14. This Agreement may be executed in any number of counterparts, each of which will be an original, but all of which together will constitute one instrument. Each PARTY to this Agreement agrees to the use of electronic signatures, such as digital signatures that meet the requirements of the California Uniform Electronic Transactions Act ((“CUETA”) Cal. Civ. Code §§ 1633.1 to 1633.17), for executing this Agreement. The PARTIES further agree that the electronic signatures of the PARTIES included in this Agreement are intended to authenticate this writing and to have the same force and effect as manual signatures. Electronic signature means an electronic sound, symbol, or process attached to or logically associated with an electronic record and executed or adopted by a person with the intent to sign the electronic record pursuant to the CUETA as amended from time to time. The CUETA authorizes use of an electronic signature for transactions and contracts among parties in California, including a government agency. Digital signature means an electronic identifier, created by computer, intended by the PARTY using it to have the same force and effect as the use of a manual signature, and shall be reasonably relied upon by the PARTIES. For purposes of this section, a digital signature is a type of "electronic signature" as defined in subdivision (i) of Section 1633.2 of the Civil Code.
15. All notices, demands, invoices, and other communications required or permitted hereunder shall be in writing and delivered to the following addresses or such other address as the PARTIES may designate:
CITY: DEVELOPER:
4937-2257-7499 v1 - 8 -
Cathedral City Silver Rock Development, Inc.
Attn: John A. Corella, PE Ethan Mezrahi
Director of Public Works Applicant
68700 Avenida Lalo Guerrero 72920 Haskell Road
Cathedral City, CA 92234 Thousand Palms, CA 92276
Phone: (760) 770-0327 Phone: (760) 424-5955
[Signature Page Follows]
4937-2257-7499 v1 - 9 -
APPROVALS
CITY OF CATEHDRAL CITY Approvals
RECOMMENDED FOR APPROVAL:
_____________________________________
Charles P. McClendon
PRINTED NAME
City Manager
APPROVED AS TO FORM:
CITY LEGAL COUNSEL
_____________________________________
Eric S. Vail
PRINTED NAME
City Attorney
APPROVAL BY THE CITY COUNCIL
_______________________________________
Nancy Ross
PRINTED NAME
Mayor
ATTEST:
_____________________________________
Tracey R. Hermosillo
PRINTED NAME
City Clerk
SILVER ROCK DEVELOPMENT Approvals
APPROVED BY:
_____________________________________
_____________________________________
PRINTED NAME
APPROVED AS TO FORM:
_____________________________________
_____________________________________
PRINTED NAME
ATTEST:
_____________________________________
PRINTED NAME
4937-2257-7499 v1 - 10 -
EXHIBIT A
IMPROVEMENT PLANS
4937-2257-7499 v1 - 11 -
EXHIBIT B
COST ESTIMATE
Street Beginning End Area (SQ. FT) Unit Price COST
COVE LANE CATHEDRAL CANYON DRIVE WEST BUDDY ROGERS AVENUE 4,130.0 $ 0.85 $ 3,510.50 GROVE LANE CATHEDRAL CANYON DRIVE WEST BUDDY ROGERS AVENUE 4,130.0 $ 0.85 $ 3,510.50 SUBTOTAL $ 7,021.00
ADMIN $ 210.63
INSPECTIONS $ 140.42
10% CONTINGENCY $ 702.10
TOTAL ESTIMATE $ 8,074.15
SILVER ROCK DEVELOPMENT REAS PROJECT - COST ESTIMATE
Staff Report
City Council
Item No. 4.P
Meeting
Date:
September 10, 2025
From: George Crum, Police Chief
Title: Purchase of One (1) 2025 Ford Mustang Mach-E Electric Vehicle from Ken Grody Ford Redlands, for $45,829.74
RECOMMENDATION:
To authorize the purchase of one (1) 2025 Ford Mustang Mach-E electric vehicle from Ken Grody Ford Redlands for use by the Citizens on Patrol (COP) Program in the amount of $45,829.74, inclusive of vehicle purchase, upfitting, decals, and sales tax.
BACKGROUND:
The Cathedral City Police Department’s Citizen on Patrol (COP) program has been in operation for over 20 years. This group of volunteers is an essential part of the department providing a significant level of support. While these volunteers do not have law enforcement authority, their presence and assistance enhance the department’s community outreach and public safety efforts.
They provide a variety of services including the following:
• COP’s conduct routine visible patrols of residential neighborhoods, parks, schools, and commercial areas,
• Report suspicious activity or public safety concerns to sworn personnel, • Assist with traffic control during parades, special events, accidents, and street closures.
• Enforce parking regulations such as fire lane violations, handicap parking and other municipal code violations (where authorized).
• Serve as goodwill ambassadors representing the Police Department to the public. • Assist with shuttling vehicles for service, and
• Deliver documents/items between various public safety agencies.
DISCUSSION:
One of the current COP vehicles (2015 Ford Escape) is over 10-years old and is showing signs of age, with sun damage to the paint and increased maintenance costs. Replacing the aging unit with a modern, environmentally friendly vehicle will better support the program’s operations and reflect the City’s commitment to reducing the environmental impact of emissions.
Staff received three quotes from dealerships and Ken Grody Ford Redlands was the lowest.
Staff proposes the purchase of a 2025 Ford Mustang Mach-E from Ken Grody Ford Redlands for the COP Program. The Mach-E is an all-electric SUV that offers quiet operation, advanced safety features, and a modern presence aligned with the City's environmental goals.
Key benefits of the 2025 Mustang Mach-E include:
• Fully electric drivetrain with an estimated range of over 250 miles per charge • Smooth and quiet operation ideal for non-enforcement public patrol • Advanced driver-assist and safety technologies
• Lower fuel and maintenance costs compared to internal combustion vehicles The Mach-E’s efficient operation makes it ideal for volunteer use while providing high visibility during public events and routine patrols. Staff contacted local dealerships to explore availability and Ken Grody Ford Redlands currently has several Mach-E's available in their inventory. This will allow for immediate delivery and staff will not have to wait to place an order. They provided staff with a competitive quote for the listed vehicle.
FISCAL IMPACT:
The estimated total fiscal impact is $45,829.74, which includes vehicle, sales tax, decals, and necessary police equipment upfitting. Funding for this vehicle will be from the Equipment Replacement Fund (611) and was included in the Fiscal Year (FY) 2025/2026 budget.
Financial Services and Public Works/Environmental Conservation are in the process of determining the environmental upgrades applicable for this purchase. We anticipate approximately $6,000 will be transferred from the AB 939 Environmental Fund (246) to the Equipment Replacement Fund (611).
FIVE-YEAR STRATEGIC PLAN:
Goal B: Community Investment
Action B-19: Develop fleet management policies to establish vehicle replacements and utilization standards.
ATTACHMENTS:
1. Ken Grody Ford Redlands Mach-E Quote
2. Dana Safety Supply Soundoff Lightbar Quote
3. SoCal Branding Decal Quote
4. Fonville Mechanical Services Installation Quote
5. Palm Springs Motors Quote
6. Raceway Ford Quote
From: Lax
To: Jon Enos
Subject: Ford Mach E you requested
Date: Tuesday, August 26, 2025 12:58:16 PM
You don't often get email from [email protected]. Learn why this is important Hello Jon,
Thank you for your valuable inquiry,
Please CLICK HERE to see the pictures of the Mach E.
2025 FORD MUSTANG MACH-E SELECT
Stock# R250627 - 3FMTK1R49SMA13652
Market Value 40,580.00
Fleet Savings 3,228.00
Vehicle (after Savings) 37,352.00
Taxes / Fees 3,810.00
Due On Delivery 41,162.00
Incentive programs and rebates are estimates, subject to change and verification. TaxProfile:9.25%Tax TaxProfile:9.25%Tax
Kind regards,
Lax Weerasinghe
Fleet Manager
Ken Grody Ford – Redlands
909-499-4422 (Call or text)
If you like to apply for commercial credit please CLICK HERE to get pre- Approved Telephone: 800-847-8762
DANA SAFETY SUPPLY, INC
4809 KOGER BLVD
GREENSBORO, NC 27407
CATHEDRAL CITY POLICE DEPARTMENT
68700 AVENIDA LALO GUERRERO
CATHEDRAL CITY, CA 92234
United States
CATHEDRAL CITY POLICE DEPARTMENT
68700 AVENIDA LALO GUERRERO
CATHEDRAL CITY, CA 92234
United States
Sales Quote
590892-A
Customer No. CATHCPD
Sales Quote No.
Bill To Ship To
Contact:
Telephone: Telephone:
Contact:
760-202-2415
JON ENOS
760-202-2415
JON ENOS
Ship Via F.O.B. Customer PO Number Payment Method
UPS GROUND FREIGHT QUOTED FREIGHT NET30
Entered By Resale Number Salesperson Ordered By
Steve Nugent Steve Nugent- Rancho CA Jon Enos
Order
Quantity
Extended
Price
Unit
Price Tax Item Number / Description Approve Quantity
Quote Date
08/20/25
E-mail: E-mail: [email protected] [email protected] 1 Y 1 a79E0UCLKK ENNLB010P5-26E 1,500.0000 1,500.00
SOI, NFNXT LBAR, 48", AW/AW, AW/AW, NO HOOK
Warehouse: DROP
48"/122cm 9-32 VOLT NFORCE NXT LED LIGHTBAR W/ 15' LIN DSC
TECHNOLOGY
/D24/|D12||D12||D12||D12||D12||D12|\D24\
/A_W/ |A_W||A_W||A_W||A_W||A_W||A_W| \A_W\
|D06|--GRT-||--GRT---||--GRT---|O-GRT--|D06|
|A_W|--CLR-||--CLR---||--CLR---|O-CLR--|A_W|
\D24\ |D12||D12||D12||D12||D12||D12| /D24/
\A_W\|A_W||A_W||A_W||A_W||A_W||A_W|/A_W/
Domes - Polycarb [D|12|12|P]
Accessories - PNFLBSPLT1, AUTO-DIM
Mount - Universal Fixed Height Mount (PNFLBK09)
Hook - NONE
1 Y 1 a79E0UH5P1 PNFLBK06 65.0000 65.00
SOI STANDARD FIXED HEIGHT FOOT W/ THIN PADS HOOK
KIT
Warehouse: DROP
1 Y 1 a79E0UHR8W ETCPMP802 125.0000 125.00
SOI 8 PUSH BUTTON MINI CONTROLLER 3
Warehouse: DROP
08/23/25
02:15:19 PM
Page No. 1
Print Time
Print Date
Printed By: Steve Nugent
Continued on Next Page
a79E0UHR8W
Telephone: 800-847-8762
DANA SAFETY SUPPLY, INC
4809 KOGER BLVD
GREENSBORO, NC 27407
CATHEDRAL CITY POLICE DEPARTMENT
68700 AVENIDA LALO GUERRERO
CATHEDRAL CITY, CA 92234
United States
CATHEDRAL CITY POLICE DEPARTMENT
68700 AVENIDA LALO GUERRERO
CATHEDRAL CITY, CA 92234
United States
Sales Quote
590892-A
Customer No. CATHCPD
Sales Quote No.
Bill To Ship To
Contact:
Telephone: Telephone:
Contact:
760-202-2415
JON ENOS
760-202-2415
JON ENOS
Ship Via F.O.B. Customer PO Number Payment Method
UPS GROUND FREIGHT QUOTED FREIGHT NET30
Entered By Resale Number Salesperson Ordered By
Steve Nugent Steve Nugent- Rancho CA Jon Enos
Order
Quantity
Extended
Price
Unit
Price Tax Item Number / Description Approve Quantity
Quote Date
08/20/25
E-mail: E-mail: [email protected] [email protected] Approved By:
Approve All Items & Quantities
Quote Good for 30 Days
08/23/25
02:15:19 PM
Page No. 1
Print Time
Print Date
Printed By: Steve Nugent
Order Total
9.250 % Sales Tax
Freight
Subtotal
1,902.33
156.33
56.00 1,690.00
a79E0UHR8W
No warranty on wrap materials.
1 yr warranty on installation only if proper care & maintenance have been followed. Other restrictions may apply.
Validation of warranty will be required and up to the discretion of So Cal Branding
SoCal Grafix
68435 Ramon Rd
Cathedral City, CA 92234 US
+17609802009
[email protected]
www.socalbranding.com
INVOICE
BILL TO
Cathedral City Police Department
INVOICE 1660
DATE 08/20/2025
TERMS Due on receipt
DUE DATE 08/20/2025
DATE ACTIVITY DESCRIPTION QTY RATE AMOUNT
WRAP MATERIAL 3M printed and laminated wrap
material reading cathedral city police
with flag on both sides across door all
the way to tire
FORD MUSTANG MACH-E
1 395.00 395.00T
Installation Installation of wrap on doors of Mach-E 1 275.00 275.00 decals Grey decal reading Pride In Service on
both sides and Police on back
Unit numbers on front and back
1 150.00 150.00T
Installation Installation of grey vinyl on truck 1 175.00 175.00 Ceramic Coating Ceramic Coating 1 200.00 200.00
All invoices are due upon receipt, unless terms have
been discussed.
Thank you for your business.
SUBTOTAL 1,195.00
TAX 50.41
TOTAL 1,245.41
BALANCE DUE $1,245.41
michael walla
Mobile: (760) 587-3787
[email protected]
Customer Comments Recommendations
Installation of overhead light bar and police radio FORD Mach-E (COP Unit).
Description Price QTY Subtotal
1 Installation of lighting equipment $190.00 7 $1,330.00 2 Installation of Police Radio $190.00 1 $190.00
Total: $1,520.00
Estimates provided are an approximation of timing and charges to you for the services requested. They are based on the anticipated work to be done. It is possible for unexpected complications to cause some deviation from the original quote. You hereby authorize the repair work described in this estimate to be done along with the procurement of the necessary material(s), including permission to operate the vehicle for on-road testing or inspection. If any additional repairs are required, we will discuss revisions with you providing the cost of additional parts and labor and total revised cost. All parts are new unless specified otherwise.
Deposits are non-refundable. No returns or refunds on special ordered items or electrical parts. There is no warranty for used parts or customer supplied parts.
You agree that we are not responsible for loss or damage to your vehicle, including loss of articles left in the vehicle, including, without limitation, in case of fire, theft, or any other cause(s) beyond our control.
Parts .................................................... $00.00 Labor ................................................. $1,520.00 Subtotal ...................................... $1,520.00 Tax ..................................................... $0.00 Grand Total ..................................... $1,520.00 Paid To Date ........................................ ($0.00) REMAINING BALANCE $1,520.00
We are not responsible for any delays caused by unavailability of parts or delays in delivery of parts by the supplier or transporter. You have the right to know before authorizing any additional repairs what those repairs will be and what they will cost. If required repairs exceed the authorized estimated amount, we must obtain your approval to perform the repairs. We will keep you informed and perform only repairs authorized by you.
Signature
Fonville's Mobile Mechanic Service
42490 Caracas Place
Indio, CA 92203
(760) 684-2295
[email protected]
www.fonvillesmobile.com
Estimate #8080
Created: 08/25/2025
Payment Term: On Receipt
Service Writer: James Fonville
Next Appt: Tue 09/25/2025 at 12:00pm
08/25/2025 Fonville's Mobile Mechanic Service
Powered by Shopmonkey.io
Staff Report
City Council
Item No. 4.Q
Meeting Date: September 10, 2025
From: George Crum. Police Chief
Title: Purchase of Four (4) 2025 Chevrolet Tahoe Police Pursuit Vehicles (PPV) for $396,402.12
RECOMMENDATION:
To authorize the purchase of four (4) 2025 Chevrolet Tahoe Police Pursuit Vehicles (PPV) in the total amount of $396,402.12, inclusive of vehicle cost, upfitting, decals, in-car video systems and mobile computer.
BACKGROUND:
Beginning in 2024, the Police Department began to transition from Ford Explorer PPV to Chevrolet Tahoe PPV’s. The Chevy Tahoe PPV, provided more standard features along with more storage capacity. The vehicles have proven to be reliable, more robust and have met the demands of patrol staff.
Continuing with the above replacement plan, the Police Department seeks to replace four 2017 high-mileage frontline patrol units that have exceeded their recommended service life. These 2017 Ford Explorer PPV units require more maintenance, resulting in increased downtime and higher costs for repair.
To maintain officer safety and operational readiness, staff recommends replacing these units with the 2025 Chevrolet Tahoe PPV. These vehicles are specifically engineered for police use, offering heavy-duty suspension, advanced braking, and electrical systems designed to support emergency lighting, sirens, and mobile data equipment. Each unit is equipped with a 10-speed automatic transmission, Brembo front brakes, and auxiliary battery systems. These police vehicles will be marked patrol units and be equipped with standard emergency lighting, mobile data computers and in-car camera systems.
DISCUSSION:
Staff has researched various vendors and the availability of the 2025 Chevy Tahoe PPV.
No local dealership has on-hand inventory. Quality Chevrolet in Escondido, has on-hand inventory of the Tahoe PPV’s, which would not require the need to wait for a factory order.
Currently, factory ordering is open for the 2026 model, which would not be delivered until early to mid-2026. These vehicles will be able to be picked up immediately and sent for upfitting.
These Chevrolet Tahoe PPV’s have the same specifications as the ones currently in service and will be utilized for patrol operations. Immediate acquisition allows the vehicles to be placed in service and decommission the 2017 Ford Explorer PIU’s.
FISCAL IMPACT:
The fiscal impact for this purchase is $396,402.12, inclusive of vehicle cost, upfitting, decals, in-car video systems and mobile data computers. Funding for this purchase will come from the Equipment Replacement Fund (611) and was included in the Fiscal Year (FY) 2025/2026 budget.
Breakdown of Purchase:
Chevrolet Tahoe PPV Quality Chevrolet - $235,988.84
Emergency Equipment Dana Safety Supply - $105,438.72
Axon Fleet 3 In-Car Camera - $38,400.38
SoCal Branding Decals - $4,981.65
DELL MDC Terminals - $11,592.53 (Direct quote from IT Department) FIVE-YEAR STRATEGIC PLAN:
Goal B: Community Investment
Action B-19: Develop fleet management policies to establish vehicle replacements and utilization standards.
ATTACHMENTS:
1. 2025 Chevrolet Tahoe PPV Quote
2. Dana Safety Supply Emergency Equipment Quote
3. Axon Fleet 3 In-Car Camera Quote
4. SoCal Branding Decal Quote
5. Dell Quote
Quality Chevrolet
Walter Ragsdale | 9514492199 | [email protected] Vehicle: [Fleet] 2025 Chevrolet Tahoe (CC10706) 2WD 4dr Police ( Complete ) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region.
Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided.
Data Version: 23296. Data Updated: Aug 28, 2024 6:45:00 PM PDT.
Aug 29, 2024 Page 1
Price Summary
PRICE SUMMARY
Base Price
Total Options
Vehicle Subtotal
Destination Charge
Grand Total
MSRP: 57,376.00
Discounted Sale Price: 53,876.98
Doc Fee: 85.00
Electronic Filing Fee: 35.00
Sales Tax (Cathdral City, CA): 4,991.48
California Tire Tax: 8.75
License & Registration: Exempt
___________________________________________
Unit Price Total: $58,997.21
Extended Unit Price Total (4): $235,988.84
VINS:
1GNS5UED2SR379862
1GNS5UED6SR379878
1GNS5UED5SR379838
1GNS5UED1SR379884
Quality Chevrolet
Walter Ragsdale | 9514492199 | [email protected] Vehicle: [Fleet] 2025 Chevrolet Tahoe (CC10706) 2WD 4dr Police ( Complete ) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region.
Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided.
Data Version: 23296. Data Updated: Aug 28, 2024 6:45:00 PM PDT.
Aug 29, 2024 Page 2
Selected Model and Options
MODEL
CODE MODEL
CC10706 2025 Chevrolet Tahoe 2WD 4dr Police
COLORS
CODE DESCRIPTION
GBA Black
SUSPENSION PKG
CODE DESCRIPTION
Z56 Suspension Package, heavy-duty, police-rated. Full independent suspension with monotube dampers, linear coil springs, 35mm solid front stabilizer bar and 32mm hollow rear stabilizer bar
EMISSIONS
CODE DESCRIPTION
YF5 Emissions, California state requirements
ENGINE
CODE DESCRIPTION
L84 Engine, 5.3L EcoTec3 V8 with Dynamic Fuel Management, Direct Injection and Variable Valve Timing, includes aluminum block construction (355 hp [265 kW] @ 5600 rpm, 383 lb-ft of torque [518 Nm] @ 4100 rpm) (STD)
TRANSMISSION
CODE DESCRIPTION
MHU Transmission, 10-speed automatic electronically controlled with overdrive, includes Traction Select System including tow/haul
GVWR
CODE DESCRIPTION
C6C GVWR, 7400 lbs. (3357 kg) (2WD models only.) (STD)
AXLE
CODE DESCRIPTION
GU5 Rear axle, 3.23 ratio
Quality Chevrolet
Walter Ragsdale | 9514492199 | [email protected] Vehicle: [Fleet] 2025 Chevrolet Tahoe (CC10706) 2WD 4dr Police ( Complete ) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region.
Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided.
Data Version: 23296. Data Updated: Aug 28, 2024 6:45:00 PM PDT.
Aug 29, 2024 Page 3
PREFERRED EQUIPMENT GROUP
CODE DESCRIPTION
1FL Commercial Preferred Equipment Group includes standard equipment
WHEEL TYPE
CODE DESCRIPTION
PXT Wheels, 20" x 9" (50.8 cm x 22.9 cm) steel (STD)
TIRES
CODE DESCRIPTION
XCS Tires, 275/55R20SL all-season, blackwall, Firestone Firehawk Pursuit (STD) PAINT
CODE DESCRIPTION
GBA Black
SEAT TYPE
CODE DESCRIPTION
AZ3 Seats, front 40/20/40 split-bench
SEAT TRIM
CODE DESCRIPTION
H1T Jet Black, Cloth seat trim
RADIO
CODE DESCRIPTION
URW Audio system, 17.7" diagonal advanced color LCD display with Google built-in compatibility (select service plan required, terms and limitations apply), including navigation capability, connected apps, personalized profiles for each driver's settings, Natural Voice Recognition and Phone Integration (STD)
ADDITIONAL EQUIPMENT - EXTERIOR
CODE DESCRIPTION
6C7 Lighting, red and white front auxiliary dome Red and white LED auxiliary dome lamp is located on headliner between front row seats. The auxiliary lamp is wired independently from standard dome lamp 7X2 Spotlamps, left- and right-hand Not available with SEO (7X3) left-hand spotlamp.) VK3 License plate front mounting package (Included on orders with ship-to-states that require a front license plate.) Quality Chevrolet
Walter Ragsdale | 9514492199 | [email protected] Vehicle: [Fleet] 2025 Chevrolet Tahoe (CC10706) 2WD 4dr Police ( Complete ) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region.
Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided.
Data Version: 23296. Data Updated: Aug 28, 2024 6:45:00 PM PDT.
Aug 29, 2024 Page 4
ADDITIONAL EQUIPMENT - INTERIOR
CODE DESCRIPTION
5J1 Calibration, keyless remote panic button and exterior lights/horn disable 5Y1 Front center seat (20% seat) delete power driver and passenger bucket seats in base cloth trim. Derived from RPO (AZ3) 40/20/40 split-bench seat with the 20% section removed, which also removes the auxiliary power outlet, USB port and input jack for audio system. Does not include a floor console. All exposed floor area will remain untrimmed. (On 2WD model, not available with (B30) color-keyed carpeting floor covering.) 6E2 Fleet Calibration provides a single key with a specific code that is common to the door locks of all the vehicles in the vehicle fleet. Key code is an alternate to SEO (6E8) complete vehicle fleet common key. NOTE: NOT COMPATIBLE with previous model years (Requires (AMF) Remote Keyless Entry Package. Includes (AU7) fleet common key. Not available with SEO (6E8) Fleet Calibration.) 6N5 Switches, rear window inoperative (rear windows can only operate from driver's position.) 6N6 Door locks and handles, inside rear doors inoperative (door can only be opened from outside) AU7 Key common, fleet (Included and only available with SEO (6E2) Fleet Calibration or SEO (6E8) Fleet Calibration.)
ADDITIONAL EQUIPMENT - MECHANICAL
CODE DESCRIPTION
6J3 Wiring, grille lamps and siren speakers
6J4 Wiring, horn and siren circuit
ADDITIONAL EQUIPMENT - SAFETY-EXTERIOR
CODE DESCRIPTION
9G8 Headlamps, Daytime Running Lamps and automatic headlamp control delete
SHIP THRU CODES
CODE DESCRIPTION
VPV Ship Thru, Produced in Arlington Assembly and shipped to Kerr Industries and onto Arlington Assembly (Included with SEO (6J8) White Left/White Right Whelen LED Lamp Package, SEO (6J9) Red Left/Red Right Whelen LED Lamp Package, SEO (6JE) Blue Left/Blue Right Whelen LED Lamp Package, SEO (6JG) Red Left/Blue Right Whelen LED Lamp Package, SEO (6C7) red and white front auxiliary dome lighting, SEO (6N6) door locks and handles, SEO (7X2) left- and right-hand spotlamps, SEO (7X3) left-hand spotlamp, SEO (T53) alternate flashing Red & Blue rear compartment lid warning lamps, SEO (UN9) Radio Suppression Package, SEO (6J3) grille lamps and siren speakers wiring, SEO (6J4) horn and siren circuit wiring and SEO (WX7) auxiliary speaker wiring.) Options Total
Quality Chevrolet
Walter Ragsdale | 9514492199 | [email protected] Vehicle: [Fleet] 2025 Chevrolet Tahoe (CC10706) 2WD 4dr Police ( Complete ) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region.
Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided.
Data Version: 23296. Data Updated: Aug 28, 2024 6:45:00 PM PDT.
Aug 29, 2024 Page 5
Standard Equipment
Package
Identifier for Police Package Vehicle includes, (K47) heavy-duty air filter, (KX4) 250 amp high output alternator, (K6K) 760 cold-cranking amps auxiliary battery, electrical power & vehicle signals for customer connection located at the center front floor. Auxiliary battery circuit for customer connection located in the rear cargo area, (Z56) heavy-duty, police-rated suspension, (XCS) 275/55R20SL all-season tires, (RAV) 275/55R20 all-season spare tire, Police brakes, (RC1) front skid plate, (PXT) 20" steel wheels, Certified speedometer, SEO (5J3) Surveillance Mode interior lighting calibration, SEO (UT7) blunt cut cargo area and blunt cut console area ground wires, (V53) delete luggage rack side rails and (ATD) third row seat delete) Remote Keyless Entry Package includes 4 additional transmitters, NOTE: programming of remotes is at customer's expense. Programming remotes is not a warranty expense Mechanical
Engine, 5.3L EcoTec3 V8 with Dynamic Fuel Management, Direct Injection and Variable Valve Timing, includes aluminum block construction (355 hp [265 kW] @ 5600 rpm, 383 lb-ft of torque [518 Nm] @ 4100 rpm) (STD) Transmission, 10-speed automatic electronically controlled with overdrive, includes Traction Select System including tow/haul
Rear axle, 3.23 ratio
Suspension Package, heavy-duty, police-rated. Full independent suspension with monotube dampers, linear coil springs, 35mm solid front stabilizer bar and 32mm hollow rear stabilizer bar GVWR, 7400 lbs. (3357 kg) (2WD models only.) (STD)
Keyless start, push button
Automatic Stop/Start
Engine control, stop/start system disable button, non-latching Engine air filtration monitor
Fuel, gasoline, E15
Differential, mechanical limited-slip
Rear wheel drive
Air filter, heavy-duty
Cooling, external engine oil cooler, heavy-duty air-to-oil integral to driver side of radiator Cooling, auxiliary transmission oil cooler, heavy-duty air-to-oil Battery, 850 cold-cranking amps with 95 amp hour rating Battery, auxiliary, 760 cold-cranking amps with 70 amp hour rating (packaged behind left rear cargo area panel) Alternator, 250 amps
Trailering equipment includes trailering hitch platform, 7-wire harness with independent fused trailering circuits mated to a 7-way connector and 2" trailering receiver
Trailer sway control
Quality Chevrolet
Walter Ragsdale | 9514492199 | [email protected] Vehicle: [Fleet] 2025 Chevrolet Tahoe (CC10706) 2WD 4dr Police ( Complete ) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region.
Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided.
Data Version: 23296. Data Updated: Aug 28, 2024 6:45:00 PM PDT.
Aug 29, 2024 Page 6
Mechanical
Hitch Guidance
Recovery hooks, 2 front, frame-mounted, Black Required on all models going to Alaska, Guam, Hawaii, Puerto Rico and Virgin Islands. All Tahoe (9C1) and (5W4) vehicles include front fascia with recovery hook openings.) Skid plate, front
Suspension, front coil-over-shock with stabilizer bar
Suspension, rear multi-link with coil springs
Steering, power
Brake system, heavy duty with front Brembo calipers and 16" front rotors Capless Fuel Fill
Exhaust, single system, single-outlet
Mechanical Jack with tools
Ground wires, blunt cut cargo area and blunt cut console area Wiring provision, for outside mirrors and cargo side mirrors Flasher system, headlamp and taillamp, DRL compatible with control wire Calibration, taillamp flasher, Red/White
Calibration, taillamp flasher, Red/Red
Exterior
Wheels, 20" x 9" (50.8 cm x 22.9 cm) steel (STD)
Tires, 275/55R20SL all-season, blackwall, Firestone Firehawk Pursuit (STD) Wheel, full-size spare, matching 20" (50.8 cm) steel wheel without center cap Wheel, full-size spare, 17" (43.2 cm) steel
Tire, spare P265/70R17 all-season, blackwall
Tire, spare 275/55R20 all-season, blackwall, Firestone Firehawk Pursuit Tire carrier, lockable outside spare, winch-type mounted under frame at rear Active aero shutters, upper
Fascia, front
Fascia, front high-approach angle
Luggage rack side rails, delete
Assist steps, Black with chrome accent strip
Headlamps, LED
Tail lamps, LED
Quality Chevrolet
Walter Ragsdale | 9514492199 | [email protected] Vehicle: [Fleet] 2025 Chevrolet Tahoe (CC10706) 2WD 4dr Police ( Complete ) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region.
Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided.
Data Version: 23296. Data Updated: Aug 28, 2024 6:45:00 PM PDT.
Aug 29, 2024 Page 7
Exterior
Mirrors, outside heated power-adjustable, manual-folding, body-color Mirror caps, body-color
Glass, deep-tinted (all windows, except light-tinted glass on windshield and driver- and front passenger-side glass)
Glass, acoustic, laminated
Glass, windshield shade band
Windshield, solar absorbing
Wipers, front intermittent, Rainsense
Wiper, rear intermittent with washer
Exterior ornamentation delete (front & rear Chevrolet bowties will remain) Door handles, body-color
Liftgate, rear manual
Entertainment
Audio system, 17.7" diagonal advanced color LCD display with Google built-in compatibility (select service plan required, terms and limitations apply), including navigation capability, connected apps, personalized profiles for each driver's settings, Natural Voice Recognition and Phone Integration (STD) Audio system feature, 6-speaker system
Bluetooth for phone personal cell phone connectivity to vehicle audio system 5G Wi-Fi Hotspot capable (Requires (UE1) OnStar. Terms and limitations apply. See onstar.com or dealer for details.)
Wi-Fi Hotspot capable (Requires (UE1) OnStar. Terms and limitations apply. See onstar.com or dealer for details.)
SiriusXM, delete
Wireless Apple CarPlay/Wireless Android Auto
Interior
Seats, front 40/20/40 split-bench
Seat adjuster, driver 8-way power
Seat adjuster, front passenger 6-way power
Seat adjuster, front passenger 8-way power
Seat adjuster, driver 2-way power lumbar
Seat adjuster, front passenger 2-way power lumbar
Seats, heated driver and front passenger
Seats, second row 60/40 split-folding bench, manual
Quality Chevrolet
Walter Ragsdale | 9514492199 | [email protected] Vehicle: [Fleet] 2025 Chevrolet Tahoe (CC10706) 2WD 4dr Police ( Complete ) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region.
Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided.
Data Version: 23296. Data Updated: Aug 28, 2024 6:45:00 PM PDT.
Aug 29, 2024 Page 8
Interior
Seat delete, third row (Deletes rear storage compartment.) Floor covering, Black rubberized vinyl (Deleted when (B30) floor covering is ordered.) Floor mats, color-keyed carpeted first and second row, removable (Requires and only available with (B30) colorkeyed carpeting floor covering.) (Deleted when LPO floor mats or LPO floor liners are ordered.) Electronic Precision Shift
Steering column lock, electrical
Steering column, manual tilt and telescopic
Steering wheel, vinyl
Steering wheel controls, mounted audio, Driver Information Center, Adaptive Cruise Control, Forward Collision Alert following gap button and heated steering wheel (when equipped) Speedometer calibration
Driver Information Center, 11" diagonal multi-color digital display Instrumentation, analog with certified 140 mph speedometer, odometer with trip odometer, engine hour meter, fuel level, voltmeter, engine temperature, oil pressure and tachometer Door locks, power programmable with lockout protection and delayed locking Keyless Open includes extended range Remote Keyless Entry Key, unique (Deleted when (AU7) fleet common key is ordered.
Remote start
Window, power with driver Express-Up/Down
Window, power with front passenger Express-Up/Down
Windows, power with rear Express-Down
Cruise control, electronic with set and resume speed
Theft-deterrent system, electrical, unauthorized entry
Theft-deterrent system, vehicle, PASS-Key III
Display, automatic occupant sensing
Wireless Phone Charging, for portable devices
USB ports, 2 type-A and C, charge and data, located on front console USB ports, 2 type-C, charge-only, located in third row
Air conditioning, tri-zone automatic climate control with individual climate settings for driver, right front passenger and rear seat occupants
Air conditioning, rear
Defogger, rear-window electric
Quality Chevrolet
Walter Ragsdale | 9514492199 | [email protected] Vehicle: [Fleet] 2025 Chevrolet Tahoe (CC10706) 2WD 4dr Police ( Complete ) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region.
Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided.
Data Version: 23296. Data Updated: Aug 28, 2024 6:45:00 PM PDT.
Aug 29, 2024 Page 9
Interior
Power outlets, 2, 120-volt, located on the rear of the center console and rear cargo area Power supply, 50-amp, power supply, auxiliary battery, passenger compartment wiring harness Power supply, 100-amp, auxiliary battery, passenger compartment wiring harness Power supply, 120-amp, (4) 30-amp circuit, Primary battery, relay controlled, passenger compartment harness wiring
Sill plates, bright, front and rear door
Mirror, inside rearview manual day/night
Visors, driver and front passenger illuminated vanity mirrors, sliding Assist handles, overhead, driver and front passenger, located in headliner Assist handles, front passenger A-pillar and second row outboard B-pillar Lighting, interior with dome light, driver- and passenger-side door switch with delayed entry feature, cargo lights, door handle or Remote Keyless Entry-activated illuminated entry and map lights in front and second seat positions
Cargo management system
Chevrolet Connected Access capable (Subject to terms. See onstar.com or dealer for details.) Calibration, Surveillance Mode interior lighting
Lock control, driver side auto door lock disable
Safety-Mechanical
Enhanced Automatic Emergency Braking
StabiliTrak, stability control system with brake assist, includes traction control Safety-Interior
Airbags, Frontal airbags for driver and front outboard passenger; Seat-mounted side-impact airbags for driver and front outboard passenger; Head-curtain airbags for all rows in outboard seating positions Front outboard Passenger Sensing System for frontal outboard passenger airbag (Always use seat belts and child restraints. Children are safer when properly secured in a rear seat in the appropriate child restraint. See the Owner's Manual for more information.)
Seat belts, 3-point, all seating positions
Hill Start Assist
Active Hill Hold Assist
OnStar Services capable (See onstar.com for details and limitations. Services vary by model. Service plan required.)
HD Surround Vision
Rear Camera Mirror Washer
Quality Chevrolet
Walter Ragsdale | 9514492199 | [email protected] Vehicle: [Fleet] 2025 Chevrolet Tahoe (CC10706) 2WD 4dr Police ( Complete ) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region.
Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided.
Data Version: 23296. Data Updated: Aug 28, 2024 6:45:00 PM PDT.
Aug 29, 2024 Page 10
Safety-Interior
Rear Pedestrian Alert
Rear Parking Assist
Safety Alert Seat
Rear Seat Reminder
Buckle to Drive prevents vehicle from being shifted out of Park until driver seat belt is fastened; times out after 20 seconds and encourages seat belt use, can be turned on and off in Settings or Teen Driver menu (Defaulted off. Feature can be turned on in the infotainment menu.) Door locks, rear child security, manual
LATCH system (Lower Anchors and Tethers for CHildren), for child restraint seats lower anchors and top tethers located in all second-row seating positions, top tethers located in third row seating positions Teen Driver a configurable feature that lets you activate customizable vehicle settings associated with a key fob, to help encourage safe driving behavior. It can limit certain available vehicle features, and it prevents certain safety systems from being turned off. An in-vehicle report card gives you information on driving habits and helps you to continue to coach your new driver
Tire Pressure Monitoring System auto learn, includes Tire Fill Alert (does not apply to spare tire) Warning tones headlamp on, driver and right-front passenger seat belt unfasten and turn signal on OnStar One Essentials (OnStar One Business Essentials for Fleet) Drive confidently with core OnStar services including select mobile app commands, built-in voice assistance, real-time traffic and navigation, and Automatic Crash Response to help if you're in need. (OnStar One Essentials includes select remote commands, Navigation, Voice Assistance, and Automatic Crash Response, for eligible vehicles with compatible software.
Fleet customers get select remote commands through OnStar Vehicle Insights. For MY25 vehicles, OnStar One Essentials is standard for 8 years; services may require an OnStar paid plan to continue thereafter. See OnStar.com for service descriptions and terms.)
Processing-Other
Protected idle allows vehicle engine to remain idling and vehicle immobilized while FOB is outside vehicle Quality Chevrolet
Walter Ragsdale | 9514492199 | [email protected] Vehicle: [Fleet] 2025 Chevrolet Tahoe (CC10706) 2WD 4dr Police ( Complete ) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region.
Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer’s input is subject to the accuracy of the input provided.
Data Version: 23296. Data Updated: Aug 28, 2024 6:45:00 PM PDT.
Aug 29, 2024 Page 11
WARRANTY
Warranty Note: <<< Preliminary 2025 Warranty >>>
Basic Years: 3
Basic Miles/km: 36,000
Drivetrain Years: 5
Drivetrain Miles/km: 60,000
Drivetrain Note: 3.0L & 6.0L Duramax® Turbo-Diesel engines, and certain commercial, government, and qualified fleet vehicles: 5 years/100,000 miles
Corrosion Years (Rust-Through): 6
Corrosion Years: 3
Corrosion Miles/km (Rust-Through): 100,000
Corrosion Miles/km: 36,000
Roadside Assistance Years: 5
Roadside Assistance Miles/km: 60,000
Roadside Assistance Note: 3.0L & 6.0L Duramax® Turbo-Diesel engines, and certain commercial, government, and qualified fleet vehicles: 5 years/100,000 miles
Maintenance Note: First Visit: 12 Months/12,000 Miles
Telephone: 800-847-8762
DANA SAFETY SUPPLY, INC
4809 KOGER BLVD
GREENSBORO, NC 27407
CATHEDRAL CITY POLICE DEPARTMENT
68700 AVENIDA LALO GUERRERO
CATHEDRAL CITY, CA 92234
United States
(For Pickup - LOSA)
CANOGA PARK
9035 Independence Avenue
Canoga Park, CA 91304
Sales Quote
564715
Customer No. CATHCPD
Sales Quote No.
Bill To Ship To
Contact:
Telephone: Telephone:
Contact:
760-202-2415
JON ENOS
Ship Via F.O.B. Customer PO Number Payment Method
UPS GROUND FREIGHT QUOTED FREIGHT NET30
Entered By Resale Number Salesperson Ordered By
Steve Nugent STEVE NUGENT- LOSA Jon Enos
Order
Quantity
Extended
Price
Unit
Price Tax Item Number / Description Approve Quantity
Quote Date
02/07/25
E-mail: E-mail: [email protected]
1 N 1 a73X0V5R2A INFO 0.0000 0.00
VEHICLE INFORMATION 2025 CHEVY TAHOE
Warehouse: LOSA
1 N 1 a73X0V6NAG INFO 0.0000 0.00
CATHEDRAL CITY PD JON ENOS COMMANDER
Warehouse: LOSA
[email protected]
(760)219-8658 – Work Cell
1 Y 1 a73X0V8XIS MISC 805.0000 805.00
SETINA DESIGN PB450L4
Warehouse: LOSA
1 Y 1 a73X0VKELT MISC 462.0000 462.00
SETINA DESIGN PB400/450
Warehouse: LOSA
1 Y 1 a73X0VOBN2 EMPSCG2STS4E 129.0000 129.00
mpower® 4" 3-Wire Light w/ Stud Mount,
Warehouse: LOSA
mount below headlight on black molding-Pass. side
1 Y 1 a73X0XX9MY EMPSCG2STS4D 129.0000 129.00
SOI, MPWR FASCIA C-N-G, 4", STM, BLK HSG, RED/WHT
Warehouse: LOSA
mount below headlight on black molding-drivers side
02/13/25
11:14:29 AM
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Print Time
Print Date
Printed By: Steve Nugent
Continued on Next Page
a73X0XX9MY
Telephone: 800-847-8762
DANA SAFETY SUPPLY, INC
4809 KOGER BLVD
GREENSBORO, NC 27407
CATHEDRAL CITY POLICE DEPARTMENT
68700 AVENIDA LALO GUERRERO
CATHEDRAL CITY, CA 92234
United States
(For Pickup - LOSA)
CANOGA PARK
9035 Independence Avenue
Canoga Park, CA 91304
Sales Quote
564715
Customer No. CATHCPD
Sales Quote No.
Bill To Ship To
Contact:
Telephone: Telephone:
Contact:
760-202-2415
JON ENOS
Ship Via F.O.B. Customer PO Number Payment Method
UPS GROUND FREIGHT QUOTED FREIGHT NET30
Entered By Resale Number Salesperson Ordered By
Steve Nugent STEVE NUGENT- LOSA Jon Enos
Order
Quantity
Extended
Price
Unit
Price Tax Item Number / Description Approve Quantity
Quote Date
02/07/25
E-mail: E-mail: [email protected]
1 Y 1 a73X0YMMLI ENNLB0181B-3LP 1,990.0000 1,990.00
SOI, NFNXT LBAR, 54", RW/RBW/BW, RA/RBA/BA, HK38
Warehouse: LOSA
54"/137cm 9-32 VOLT NFORCE NXT LED LIGHTBAR W/ 15' LIN DSC
TECHNOLOGY
/D24/|D12||D12||D12||T18||D12||D12||D12|\D24\
/R_W/ |R_W||R_W||R_W||RBW||B_W||B_W||B_W| \B_W\
|D06|--GRT-||--GRT---||GRT||--GRT---|O-GRT--|D06|
|R_W|--CLR-||--CLR---||CLR||--CLR---|O-CLR--|B_W|
\D24\ |D12||D12||D12||T18||D12||D12||D12| /D24/
\R_W\|R_A||R_A||R_A||RBA||B_A||B_A||B_A|/B_W/
Domes - Polycarb [D|12|6|12|P]
Accessories - PNFLBSPLT1, AUTO-DIM
Mount - Standard Fixed Height Mount (PNFLBK14)
Hook - PNFLBF38
Vehicle - 2023 Chevrolet Tahoe
2 Y 2 a73X0YO7CX EMPSCG2STS4J 129.0000 258.00
SOI, MPWR FASCIA C-N-G, 4", STM, BLK HSG, RED/BLU
Warehouse: LOSA
rear qtr. windows lower
2 Y 2 a73X0YTPMI ENT2B3J 179.0000 358.00
SOI INTERSECTOR 18-LED UNDER MIRROR LIGHT RED/BLUE
Warehouse: LOSA
UNIVERSAL 180 DEGREE EXTERNAL UNDER-MIRROR OR
SURFACE MOUNT
************************************************************ ************
02/13/25
11:14:29 AM
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Print Time
Print Date
Printed By: Steve Nugent
Continued on Next Page
a73X0YTPMI
Telephone: 800-847-8762
DANA SAFETY SUPPLY, INC
4809 KOGER BLVD
GREENSBORO, NC 27407
CATHEDRAL CITY POLICE DEPARTMENT
68700 AVENIDA LALO GUERRERO
CATHEDRAL CITY, CA 92234
United States
(For Pickup - LOSA)
CANOGA PARK
9035 Independence Avenue
Canoga Park, CA 91304
Sales Quote
564715
Customer No. CATHCPD
Sales Quote No.
Bill To Ship To
Contact:
Telephone: Telephone:
Contact:
760-202-2415
JON ENOS
Ship Via F.O.B. Customer PO Number Payment Method
UPS GROUND FREIGHT QUOTED FREIGHT NET30
Entered By Resale Number Salesperson Ordered By
Steve Nugent STEVE NUGENT- LOSA Jon Enos
Order
Quantity
Extended
Price
Unit
Price Tax Item Number / Description Approve Quantity
Quote Date
02/07/25
E-mail: E-mail: [email protected]
1 Y 1 a73X0YYRCM EMPSCG2STS4E 129.0000 129.00
SOI, MPWR FASCIA C-N-G, 4", STM, BLK HSG, BLU/WHT
Warehouse: LOSA
Mount right side of Lic. plate
wire white light when car is in reverse
1 Y 1 a73X0Z2U73 EMPSCG2STS4D 129.0000 129.00
SOI, MPWR FASCIA C-N-G, 4", STM, BLK HSG, RED/WHT
Warehouse: LOSA
Mount left side of Lic. plate
wire white light when car is in reverse
1 Y 1 a73X0Z2UUJ ENGSA5100RSP 825.0000 825.00
SOI, 500 SERIES PUSHBTN 100W CNTRL, +VOICE PLBK
Warehouse: LOSA
1 Y 1 a73X0Z42QU ETSS100J 179.0000 179.00
SOI 100J SERIES COMPOSITE SPEAKER
Warehouse: LOSA
100J series composite speaker w/ universal bail brkt-100 watt 2 Y 2 a73Z0689R6 ENGND04102 175.0000 350.00
SOI 10 OUTPUT REMOTE NODE W/ MAGNETIC I.D.
Warehouse: LOSA
2 Y 2 a73Z069AN6 ENGHNK03 107.0000 214.00
DO NOT USE, USE ENGHNK06 10ft Node Harness
Warehouse: LOSA
10 ft Harness Kit for Remote Node
02/13/25
11:14:29 AM
Page No. 3
Print Time
Print Date
Printed By: Steve Nugent
Continued on Next Page
a73Z069AN6
Telephone: 800-847-8762
DANA SAFETY SUPPLY, INC
4809 KOGER BLVD
GREENSBORO, NC 27407
CATHEDRAL CITY POLICE DEPARTMENT
68700 AVENIDA LALO GUERRERO
CATHEDRAL CITY, CA 92234
United States
(For Pickup - LOSA)
CANOGA PARK
9035 Independence Avenue
Canoga Park, CA 91304
Sales Quote
564715
Customer No. CATHCPD
Sales Quote No.
Bill To Ship To
Contact:
Telephone: Telephone:
Contact:
760-202-2415
JON ENOS
Ship Via F.O.B. Customer PO Number Payment Method
UPS GROUND FREIGHT QUOTED FREIGHT NET30
Entered By Resale Number Salesperson Ordered By
Steve Nugent STEVE NUGENT- LOSA Jon Enos
Order
Quantity
Extended
Price
Unit
Price Tax Item Number / Description Approve Quantity
Quote Date
02/07/25
E-mail: E-mail: [email protected]
1 Y 1 a73Z06C7RS ENGLMMD001 286.0000 286.00
SOI bluePRINT Link Micro Module for Tahoe/F150 23-23
Warehouse: LOSA
1 Y 1 a73Z06EU37 ENGSYMD01 240.0000 240.00
SOI SOUND OFF / BLUEPRINT SYNC MODULE
Warehouse: LOSA
1 Y 1 a73Z06H1XK ETSKLF101 458.0000 458.00
SOI LOW FREQUENCY AFTERSHOCK SIREN W/1 SPEAKERS
Warehouse: LOSA
LF Aftershock Siren System, includes: 100 Watt Speaker, 200 Watt Amplifier and Universal Bracket
1 Y 1 a73Z06J3Z7 ETSSLFVBK13 54.0000 54.00
SOI 2021 TAHOE AFTERSHOCK DRIVER SIDE SPKR BKT
Warehouse: LOSA
1 Y 1 a7420Q8TW3 C-VSW-1012-TAH-1 565.0000 565.00
HAV 22" WIDE ANGLED CONSOLE, 2025 TAHOE PPV
Warehouse: LOSA
1 Y 1 a7420Q8THR CUP2-1001 45.0000 45.00
HAV Self-Adjusting Double Cup Holder
Warehouse: LOSA
02/13/25
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Print Time
Print Date
Printed By: Steve Nugent
Continued on Next Page
a7420Q8THR
Telephone: 800-847-8762
DANA SAFETY SUPPLY, INC
4809 KOGER BLVD
GREENSBORO, NC 27407
CATHEDRAL CITY POLICE DEPARTMENT
68700 AVENIDA LALO GUERRERO
CATHEDRAL CITY, CA 92234
United States
(For Pickup - LOSA)
CANOGA PARK
9035 Independence Avenue
Canoga Park, CA 91304
Sales Quote
564715
Customer No. CATHCPD
Sales Quote No.
Bill To Ship To
Contact:
Telephone: Telephone:
Contact:
760-202-2415
JON ENOS
Ship Via F.O.B. Customer PO Number Payment Method
UPS GROUND FREIGHT QUOTED FREIGHT NET30
Entered By Resale Number Salesperson Ordered By
Steve Nugent STEVE NUGENT- LOSA Jon Enos
Order
Quantity
Extended
Price
Unit
Price Tax Item Number / Description Approve Quantity
Quote Date
02/07/25
E-mail: E-mail: [email protected]
1 Y 1 a7420Q8T25 DS-DELL-435 542.0000 542.00
HAV DELL PRO RUGGED 13/14" DOCKING STATION
Warehouse: LOSA
Docking Station for Dell Pro Rugged 14" & 13", 5430, 7330, 5420, 5424, & 7424 Notebooks With Standard Port Replication
1 Y 1 a7420Q8SNT LPS-196 204.0000 204.00
HAV 120W NON-ISOLATED LIND POWER SUPPLY
W/SWITHCRAFT
Warehouse: LOSA
120W Non-Isolated LIND Power Supply with Switchcraft Connector For DS-DELL-430 Series Docking Stations
1 Y 1 a7420Q8SCZ C-HDM-214 115.0000 115.00
HAV 8.5" TELESCOPING POLE, SIDE MOUNT
Warehouse: LOSA
1 Y 1 a7420Q8RZ3 C-MD-112 230.0000 230.00
HAV 11' SLIDE, TILT, & SWIVEL LOCKING SWING ARM
Warehouse: LOSA
REPLACES DISCONTINUED # C-MD-102
****************************************
1 Y 1 a73Z06KDMK KT-GM-SGRF-SC6-1 493.0000 493.00
Troy Dual weapon mount w/ SC6 lock, SC1 shotgun lock
Warehouse: LOSA
1 Y 1 a73Z06TE6N PK1156TAH21 462.0000 462.00
SMC 10 XL COATED POLY 21 TAHOE
Warehouse: LOSA
02/13/25
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a73Z06TE6N
Telephone: 800-847-8762
DANA SAFETY SUPPLY, INC
4809 KOGER BLVD
GREENSBORO, NC 27407
CATHEDRAL CITY POLICE DEPARTMENT
68700 AVENIDA LALO GUERRERO
CATHEDRAL CITY, CA 92234
United States
(For Pickup - LOSA)
CANOGA PARK
9035 Independence Avenue
Canoga Park, CA 91304
Sales Quote
564715
Customer No. CATHCPD
Sales Quote No.
Bill To Ship To
Contact:
Telephone: Telephone:
Contact:
760-202-2415
JON ENOS
Ship Via F.O.B. Customer PO Number Payment Method
UPS GROUND FREIGHT QUOTED FREIGHT NET30
Entered By Resale Number Salesperson Ordered By
Steve Nugent STEVE NUGENT- LOSA Jon Enos
Order
Quantity
Extended
Price
Unit
Price Tax Item Number / Description Approve Quantity
Quote Date
02/07/25
E-mail: E-mail: [email protected]
1 Y 1 a73Z0717D7 PK0123TAH212ND 448.0000 448.00
SMC 12VS, 2ND EXPANDED METAL
Warehouse: LOSA
PK0123TAH212ND
1 Y 1 a73Z071ORY QK0213TAH21 1,022.0000 1,022.00
SMC FULL TRANSPORT REPLACEMENT SEAT cras
Warehouse: LOSA
QK0213TAH21
W/ CHILD RESTRAINT & CENTER PULL SEAT BELTS
21-21 TAHOE
"*REQUIRED #12VS Cargo Area Rear Partition NOT INCLUDED *FOR USE WITH VEHICLES ORDERED WITH REAR SEAT DELETE
OPTION CODE ATZ"
1 Y 1 a73Z073HEL DK0100TAH21 231.0000 231.00
SMC 2021 TAHOE BLK TPO DOOR PANELS COVERS OEM
PANELS
Warehouse: LOSA
DK0100TAH21
1 Y 1 a73Z0741DO WK0514TAH21 231.0000 231.00
WINDOW BARRIER VS STEEL VERTICAL
Warehouse: LOSA
WK0514TAH21
1 Y 1 a73Z075OV4 CP-GB403212-LIP 1,959.0000 1,959.00
TROY, 40x32x12 GUN BOX Cargo
Warehouse: LOSA
02/13/25
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a73Z075OV4
Telephone: 800-847-8762
DANA SAFETY SUPPLY, INC
4809 KOGER BLVD
GREENSBORO, NC 27407
CATHEDRAL CITY POLICE DEPARTMENT
68700 AVENIDA LALO GUERRERO
CATHEDRAL CITY, CA 92234
United States
(For Pickup - LOSA)
CANOGA PARK
9035 Independence Avenue
Canoga Park, CA 91304
Sales Quote
564715
Customer No. CATHCPD
Sales Quote No.
Bill To Ship To
Contact:
Telephone: Telephone:
Contact:
760-202-2415
JON ENOS
Ship Via F.O.B. Customer PO Number Payment Method
UPS GROUND FREIGHT QUOTED FREIGHT NET30
Entered By Resale Number Salesperson Ordered By
Steve Nugent STEVE NUGENT- LOSA Jon Enos
Order
Quantity
Extended
Price
Unit
Price Tax Item Number / Description Approve Quantity
Quote Date
02/07/25
E-mail: E-mail: [email protected]
1 Y 1 a7420QYH05 AC-21TH-CPMNT-T 755.0000 755.00
TROY 2021+ Tahoe tilt-up cargo mount 5-piece system
Warehouse: LOSA
1 Y 1 a73Z079TWP ECVDMLTALDC 77.0000 77.00
SOUND OFF RED/WHITE DOME LIGHT CHARGER / PI SED/SUV
Warehouse: LOSA
mount in rear cargo area above Troy box
1 Y 1 a73Z07BZSA EWLPT003 54.0000 54.00
SOI Novalux Low Profile Light with Integrated On/Off S
Warehouse: LOSA
Novalux Low Profile Light with Integrated On/Off Switch on Console for Prisoner Area
1 Y 1 a73Z07EIGU EGTTE794H 1,562.0000 1,562.00
SOI OPTICOM PREEMPTION LED MODULE
Warehouse: LOSA
Opticom™ Infrared LED Emitter Module - Model 794H (non-lightbar version) includes Bracket & Mounting Hardware, 25 ft Cable w/ mating connector
1 Y 1 a73Z07JKQJ 4703-150B 33.0000 33.00
EGIS Thermal Circuit Breaker 150 A, Surface Mount
Warehouse: LOSA
Circuit Breaker, Surface Mount, 150 Amp
02/13/25
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a73Z07JKQJ
Telephone: 800-847-8762
DANA SAFETY SUPPLY, INC
4809 KOGER BLVD
GREENSBORO, NC 27407
CATHEDRAL CITY POLICE DEPARTMENT
68700 AVENIDA LALO GUERRERO
CATHEDRAL CITY, CA 92234
United States
(For Pickup - LOSA)
CANOGA PARK
9035 Independence Avenue
Canoga Park, CA 91304
Sales Quote
564715
Customer No. CATHCPD
Sales Quote No.
Bill To Ship To
Contact:
Telephone: Telephone:
Contact:
760-202-2415
JON ENOS
Ship Via F.O.B. Customer PO Number Payment Method
UPS GROUND FREIGHT QUOTED FREIGHT NET30
Entered By Resale Number Salesperson Ordered By
Steve Nugent STEVE NUGENT- LOSA Jon Enos
Order
Quantity
Extended
Price
Unit
Price Tax Item Number / Description Approve Quantity
Quote Date
02/07/25
E-mail: E-mail: [email protected]
1 Y 1 a73Z07K6G1 8020B 5.0000 5.00
EGIS WATERPROOF LABEL SET FOR FUSE BLOCKS (40 LBLS)
Warehouse: LOSA
Label Set, Emergency Vehicle, 40 labels, for RT/ST and 8+2 Fuse Blocks 1 Y 1 a73Z07KNUT 8026B 45.0000 45.00
EGIS RT FUSE BLOCK 12-POS, W/ GROUND & LED INDICATION
Warehouse: LOSA
1 Y 1 a73Z07L09X 7616-2001B 140.0000 140.00
EGIS DUAL TIME DELAY RELAY W/FULL HARNESS
Warehouse: LOSA
1 Y 1 a73Z07LET6 8028B 19.0000 19.00
CE RT Fuse Block 6 Pos w/ LED Indication, Bulk
Warehouse: LOSA
1 Y 1 a7430O10OR MISC 375.0000 375.00
ANTENNA KIT
Warehouse: LOSA
1 Y 1 a73Z07LS7G INSTALL KIT 495.0000 495.00
MISC INSTALLATION SUPPLIES I.E.
Warehouse: LOSA
LOOM, WIRE, HARDWARE, CONNECTORS, ETC
************************************************
1 Y 1 a73Z07UNYP INSTALL 6,700.0000 6,700.00
DSS INSTALLATION OF EQUIPMENT
Warehouse: LOSA
02/13/25
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a73Z07UNYP
Telephone: 800-847-8762
DANA SAFETY SUPPLY, INC
4809 KOGER BLVD
GREENSBORO, NC 27407
CATHEDRAL CITY POLICE DEPARTMENT
68700 AVENIDA LALO GUERRERO
CATHEDRAL CITY, CA 92234
United States
(For Pickup - LOSA)
CANOGA PARK
9035 Independence Avenue
Canoga Park, CA 91304
Sales Quote
564715
Customer No. CATHCPD
Sales Quote No.
Bill To Ship To
Contact:
Telephone: Telephone:
Contact:
760-202-2415
JON ENOS
Ship Via F.O.B. Customer PO Number Payment Method
UPS GROUND FREIGHT QUOTED FREIGHT NET30
Entered By Resale Number Salesperson Ordered By
Steve Nugent STEVE NUGENT- LOSA Jon Enos
Order
Quantity
Extended
Price
Unit
Price Tax Item Number / Description Approve Quantity
Quote Date
02/07/25
E-mail: E-mail: [email protected]
Approved By:
Approve All Items & Quantities
Quote Good for 30 Days
02/13/25
11:14:29 AM
Page No. 9
Print Time
Print Date
Printed By: Steve Nugent
Order Total
8.750 % Sales Tax
Freight
Subtotal
26,359.68
2,082.68
475.00
23,802.00
a73Z07UNYP
Q-742139-45890DG
Issued: 08/21/2025
Quote Expiration: 09/15/2025
Estimated Contract Start Date: 12/01/2025
Account Number: 225411
Payment Terms: N30
Mode of Delivery: UPS-GND
Credit/Debit Amount: $0.00
SHIP TO BILL TO SALES REPRESENTATIVE PRIMARY CONTACT
Cathedral City Police Dept. - CA
68700 Avenida Lalo Guerrero
Cathedral City,
CA
92234-1208
USA
Cathedral City Police Dept. - CA
68700 Avenida Lalo Guerrero
Cathedral City
CA
92234-1208
USA
Email:
David Gollobit
Phone: +1 6023212774
Email: [email protected]
Fax:
Jon Enos
Phone: (760) 408-0023
Email: [email protected]
Fax:
Quote Summary Discount Summary
Program Length 60 Months Average Savings Per Year $1,391.78 TOTAL COST $36,832.80
ESTIMATED TOTAL W/ TAX $38,400.38 TOTAL SAVINGS $6,958.88 Axon Enterprise, Inc.
17800 N 85th St
Scottsdale, Arizona 85255
United States
VAT: 86-0741227
Domestic:(800) 978-2737
International: +1.800.978.2737
Payment Summary
Date Subtotal Tax Total
Nov 2025 $7,366.56 $313.51 $7,680.07
Nov 2026 $7,366.56 $313.51 $7,680.07
Nov 2027 $7,366.56 $313.51 $7,680.07
Nov 2028 $7,366.56 $313.51 $7,680.07
Nov 2029 $7,366.56 $313.54 $7,680.10
Total $36,832.80 $1,567.58 $38,400.38
Quote Unbundled Price: $43,790.40
Quote List Price: $40,036.80
Quote Subtotal: $36,832.80
Pricing
All deliverables are detailed in Delivery Schedules section lower in proposal Item Description Qty Term Unbundled List Price Net Price Subtotal Tax Total Program
Fleet3B Fleet 3 Basic 4 60 $182.46 $166.82 $153.47 $36,832.80 $1,567.58 $38,400.38 Total $36,832.80 $1,567.58 $38,400.38
Delivery Schedule
Hardware
Bundle Item Description QTY Shipping Location Estimated Delivery Date Fleet 3 Basic 101675 AXON FLEET - ERICSSON CRADLEPOINT R980-5GD-A+5YR NETCLOUD 4 1 11/01/2025
Fleet 3 Basic 101924 AXON FLEET - TAOGLAS ANT - 7-IN-1 4CELL 2WIFI 1GNSS INT 4 1 11/01/2025 Fleet 3 Basic 70112 AXON SIGNAL - VEHICLE 4 1 11/01/2025 Fleet 3 Basic 72036 AXON FLEET 3 - STANDARD 2 CAMERA KIT 4 1 11/01/2025 Software
Bundle Item Description QTY Estimated Start Date Estimated End Date Fleet 3 Basic 80400 AXON EVIDENCE - FLEET VEHICLE LICENSE 4 12/01/2025 11/30/2030 Fleet 3 Basic 80410 AXON EVIDENCE - STORAGE - FLEET 1 CAMERA UNLIMITED 8 12/01/2025 11/30/2030 Services
Bundle Item Description QTY
Fleet 3 Basic 100738 AXON FLEET 3 - SIM INSERTION - VZW 4FF 4 Fleet 3 Basic 73391 AXON FLEET 3 - DEPLOYMENT PER VEHICLE - NOT OVERSIZED 4 Warranties
Bundle Item Description QTY Estimated Start Date Estimated End Date Fleet 3 Basic 80379 AXON SIGNAL - EXT WARRANTY - SIGNAL UNIT 4 11/01/2026 11/30/2030 Fleet 3 Basic 80495 AXON FLEET 3 - EXT WARRANTY - 2 CAMERA KIT 4 11/01/2026 11/30/2030
Shipping Locations
Location Number Street City State Zip Country
1 68700 Avenida Lalo Guerrero Cathedral City CA 92234-1208 USA Payment Details
Nov 2025
Invoice Plan Item Description Qty Subtotal Tax Total
Year 1 Fleet3B Fleet 3 Basic 4 $7,366.56 $313.51 $7,680.07 Total $7,366.56 $313.51 $7,680.07
Nov 2026
Invoice Plan Item Description Qty Subtotal Tax Total
Year 2 Fleet3B Fleet 3 Basic 4 $7,366.56 $313.51 $7,680.07 Total $7,366.56 $313.51 $7,680.07
Nov 2027
Invoice Plan Item Description Qty Subtotal Tax Total
Year 3 Fleet3B Fleet 3 Basic 4 $7,366.56 $313.51 $7,680.07 Total $7,366.56 $313.51 $7,680.07
Nov 2028
Invoice Plan Item Description Qty Subtotal Tax Total
Year 4 Fleet3B Fleet 3 Basic 4 $7,366.56 $313.51 $7,680.07 Total $7,366.56 $313.51 $7,680.07
Nov 2029
Invoice Plan Item Description Qty Subtotal Tax Total
Year 5 Fleet3B Fleet 3 Basic 4 $7,366.56 $313.54 $7,680.10 Total $7,366.56 $313.54 $7,680.10
Tax is estimated based on rates applicable at date of quote and subject to change at time of invoicing. If a tax exemption certificate should be applied, please submit prior to invoicing.
Standard Terms and Conditions
Axon Enterprise Inc. Sales Terms and Conditions
Axon Master Services and Purchasing Agreement:
This Quote is limited to and conditional upon your acceptance of the provisions set forth herein and Axon’s Master Services and Purchasing Agreement (posted at https://www.axon.com/sales-terms-and-conditions), as well as the attached Statement of Work (SOW) for Axon Fleet and/or Axon Interview Room purchase, if applicable. In the event you and Axon have entered into a prior agreement to govern all future purchases, that agreement shall govern to the extent it includes the products and services being purchased and does not conflict with the Axon Customer Experience Improvement Program Appendix as described below.
ACEIP:
The Axon Customer Experience Improvement Program Appendix, which includes the sharing of de-identified segments of Agency Content with Axon to develop new products and improve your product experience (posted at www.axon.com/legal/sales-terms-and-conditions), is incorporated herein by reference. By signing below, you agree to the terms of the Axon Customer Experience Improvement Program.
Acceptance of Terms:
Any purchase order issued in response to this Quote is subject solely to the above referenced terms and conditions. By signing below, you represent that you are lawfully able to enter into contracts. If you are signing on behalf of an entity (including but not limited to the company, municipality, or government agency for whom you work), you represent to Axon that you have legal authority to bind that entity. If you do not have this authority, please do not sign this Quote.
\s1\ \d1\
Signature Date Signed
8/21/2025
No warranty on wrap materials.
1 yr warranty on installation only if proper care & maintenance have been followed. Other restrictions may apply.
Validation of warranty will be required and up to the discretion of So Cal Branding
SoCal Grafix
68435 Ramon Rd
Cathedral City, CA 92234 US
+17609802009
[email protected]
www.socalbranding.com
INVOICE
BILL TO
Cathedral City Police Department
INVOICE 1695
DATE 08/18/2025
TERMS Due on receipt
DUE DATE 08/18/2025
DATE ACTIVITY DESCRIPTION QTY RATE AMOUNT
WRAP MATERIAL 3M printed and laminated wrap
material reading cathedral city police
with flag on both sides across door all
the way to tire
4 395.00 1,580.00T
Installation Installation of wrap on doors of 2025
Chevy Tahoe
4 275.00 1,100.00
decals Grey decal reading Pride In Service on
both sides and Police on back
Unit numbers on front and back
4 150.00 600.00T
Installation Installation of grey vinyl on truck 4 175.00 700.00 Ceramic Coating Ceramic Coating 4 200.00 800.00
All invoices are due upon receipt, unless terms have
been discussed.
Thank you for your business.
SUBTOTAL 4,780.00
TAX 201.65
TOTAL 4,981.65
BALANCE DUE $4,981.65
Staff Report
City Council
Item No. 4.R
Meeting
Date:
September 10, 2025
From: George Crum, Police Chief
Title: Purchase of a 2026 Chevy Blazer PPV EV from Jessup Motors for the Police School Resource Officer
RECOMMENDATION:
To approve the purchase of one (1) 2026 Chevy Blazer PPV EV from Jessup Motors and associated costs for unfitting for the Police Department, School Resource Officer, in the total amount of $82,376.67.
BACKGROUND:
The Police Department School Resource Officer (SRO) provides daily campus coverage, student and staff safety, and community engagement primarily at Cathedral City High School.
The SRO has an assigned marked police unit for this assignment which is used daily between trips to Cathedral City High School and other Palm Springs Unified School District schools and offices. The current police unit is a 2012 Chevy Impala PPV (Police Pursuit Vehicle). With the age of the vehicle, maintenance costs have increased due to limited availability of parts and electrical components. Parts for the emergency lighting are no longer manufactured.
Staff has identified the Chevrolet Blazer PPV EV (Electric Vehicle) as an appropriate replacement that meets police pursuit capability requirements, while advancing the City’s sustainability and fuel-cost reduction goals. Jessup Motors has provided pricing for the specified PPV EV configuration requested. There was no on-hand inventory of the Chevy Blazer PPV EV when searching other vendors.
DISCUSSION:
The Police Department staff have analyzed EV’s over the last two years and have attended Electric Vehicle demonstrations with various manufacturers and vendors. With the extreme desert heat, the reliability and distance were always in question when evaluating different vehicles that were not specifically manufactured for police duty.
In 2024, General Motors (Chevrolet) released the first fully electric, police-pursuit rated SUV (Chevy Blazer PPV EV). Staff was able to procure a demo Chevy Blazer PPV EV to be test driven by staff. It was shown to be reliable, easy to operate and provided enough room for the School Resource Officer’s equipment and supplies. While the range of the vehicle was not ideal for a full 12-hour patrol shift, the short distance traveled to the high school would not be an issue with the Blazer EV, based upon the driving done in the demo.
Further, the Cathedral City High School parking lot is equipped with several vehicle charging stations should the need arise to charge.
Having this vehicle assigned to a specific, short-range assignment, will allow staff to evaluate the feasibility for potential future patrol use.
Transitioning the police unit to an electric, pursuit rated vehicle, provides several operational benefits, particularly for SRO deployment:
• Operational performance: the Blazer PPV EV is specifically designed for lawenforcement duty with pursuit rated components, enhanced braking and suspension, and police specific interior features suitable for radios and equipment required for campus response.
• Ideal SRO duty cycle: short, frequent trips between school sites align well with EV range and charging patterns.
• Lower operating costs: EV charging costs are typically lower and more stable than gasoline; electric powertrains require less routine maintenance lowering operating costs and reducing downtime.
• Sustainability: zero tailpipe emissions support clean air standards.
This vehicle will be ordered from Jessup Motors as there is no available inventory at other dealerships searched. Jessup Motors provided a competitive quote that includes the equipment requested by staff. The ordering window is currently open and will be fulfilled by early 2026. The vehicle will be upfitted with emergency lighting and equipment by Dana Safety Supply. The vehicle will be marked and have the same decal and markings as a standard patrol unit.
FISCAL IMPACT:
The fiscal impact for this purchase is $82,915.37 to include cost of the vehicle, upfitting costs, installation of vehicle decals and sales tax. Funding for this vehicle will come from the Equipment Replacement Fund (611) and was included in the Fiscal Year 2025/2026 budget.
FIVE-YEAR STRATEGIC PLAN:
Goal B: Community Investment
Action B-19: Develop fleet management policies to establish vehicle replacements and utilization standards.
ATTACHMENTS:
1. Jessup Motors Chevy Blazer PPV EV Quote
2. Chevy Blazer PPV EV Spec Sheet
3. Dana Safety Supply Emergency Equipment Quote
4. SoCal Branding Quote
City of Cathedral City
2026 Ppv Ev Blazer
Salesperson: Ramiro
07/31/2025 10:54 AM
Incentive programs and rebates are estimates, subject to change and verification. Tax Profile: 9.25% Tax Cash Deal Structure
Vehicle Price 57,912.00
Document Prep Fee 85.00
License / Title 36.00
Tire/Battery/VTR Fee 8.75
Sales Tax 5,364.72
Due On Delivery 63,406.47
Tax: 9.25% TAX 9.25 %
X
Customer Signature Date
© Copyright 2025 Guest Concepts, Inc. – All Rights Reserved 2025
HIGHLIGHTS
KEY STANDARD FEATURES
SAFETY + SECURITY
Embedded OnStar® hardware, includes 8 years of
OnStar Fleet Basics4
HD Rear Vision Camera5
Rear Camera Mirror5 with washer
Rear Park Assist5
Safety Alert Seat5
Tire Pressure Monitoring System with Tire Fill Alert
PERFORMANCE
20-amp relay (2) in front console area
30-amp and 40-amp relay in cargo area
50-amp front-row/100-amp cargo-area battery feed
and grounds
1,000-lbs. max. trailering capacity6
Brembo® front brakes with 15.3-inch rotors
Dedicated 400-volt to 12-volt Power Module Reducer to
support emergency equipment
Dedicated electrical center with harnesses in the front row (30 circuits) and rear cargo area (56 circuits) for aftermarket equipment
19-kW Level 2 (AC) charging capability7
DC fast charging for public charging rates up to 190 kW8 Engineered for 100 amps of continuous emergency
equipment loads
Heavy-duty police-rated suspension
Police performance calibrations
Steel underbody skid plates
Drive system, two-motor, Performance Dual Motor AWD
PRODUCTIVITY + DRIVE EXPERIENCE
5G Wi-Fi® Hotspot9 capable
8-way power driver seat and 6-way power front passenger seat 11-inch diagonal Driver Information Center
20-inch steel wheels with bolted-on Black center caps
60/40 split, fold-flat rear seat
Cargo tie-downs (2)
Cruise control, electronic with set and resume speed
Daytime Running Lamps
Driver Exit Auto Park (DEAP)
Firestone Firehawk Pursuit all-season tires
Front console delete
Google built-in10 infotainment experience with 17.7-inch diagonal advanced color LCD display
Heavy-duty, rubberized-vinyl floor covering
Keyless Open, includes extended-range Remote Keyless Entry Police-specific cloth front seats and second-row vinyl seating Protected Idle (20-50 hours with emergency equipment on full charge)
RainsenseTM front wipers
Removable false cargo area floor
Steering wheel switches (2) for emergency equipment
Surveillance mode interior and exterior lighting calibrations Tilt/telescoping steering column
Tire inflator kit
Universal Vehicle Serial Gateway Module for integrating aftermarket equipment
KEY AVAILABLE FEATURES
Optional features and packages vary by trim level. See Order Guide for details.
Auxiliary LED dome lamp with red and white settings,
headliner-mounted
Auxiliary speaker wiring for upfitter connection to front door and windshield speakers
Common fleet keys
Daytime Running Lamps delete
Deep-tinted rear-window and rear-quarter glass
Detective Police Package (9C3), includes retail floor console with armrest, color-keyed carpeting in occupant area and black cloth front and second-row seating
Dual Level Charge Cord, 120- and 240-volt capability
Inside rear doors and windows inoperative
LED liftgate warning lamps, red and blue
LED spotlamp, driver-side
Non-tinted, solar-absorbing rear fixed glass
Remote Keyless Entry Package, includes 4 additional key fob transmitters11
Street Appearance option, includes aluminum 22-inch wheels, self-sealing tires and a city brake package
Whelen IONTM light heads (2) mounted on each exterior corner, available in multiple red/blue/white color options
Wiring for siren speakers and department radio
speaker communications
1 Premium paint; additional charge. 2 Cargo and load capacity limited by weight and distribution. 3 On a full charge. Actual range may vary based on several factors, including ambient temperature, terrain, battery age and condition, loading, and how you use and maintain your vehicle. 4 Services subject to user terms and limitations. Certain services require working electrical system, cell reception and GPS signal. OnStar links to emergency services. See OnStar.com/BusinessSolutions for details. Availability subject to change. 5 Safety or driver assistance features are no substitute for the driver’s responsibility to operate the vehicle in a safe manner. Read the vehicle Owner’s Manual for important safety and driver assistance feature limitations and information. 6 Maximum trailering ratings are intended for comparison purposes only. Before you buy a vehicle or use it for trailering, carefully review the Trailering section of the Owner’s Manual. The trailering capacity of your specific vehicle may vary. The weight of passengers, cargo and options or accessories may reduce the amount you can trailer. 7 Requires professionally installed dedicated charge station, sold separately. 8 Requires public DC Fast Charger. Actual charge times will vary based on battery starting state of charge, battery condition, output of charger, vehicle settings and outside temperature. See the vehicle Owner’s Manual for additional limitations. 9 Service varies with conditions and location.
Requires an active service plan and paid AT&T data plan. See onstar.com for details and limitations. 10 Google built-in services are subject to limitations and availability may vary by vehicle, infotainment system, and location. Select service plan required. Certain Google actions and functionality may require account linking. User terms and privacy statements apply.
Google, Android Auto, Google Play and Google Maps are trademarks of Google LLC. 11 Programming of four additional remotes is at customer’s expense. Programming remotes is not a warranty expense. 2024 Chevrolet Blazer EV PPV shown. Vehicle shown with upfits from an independent supplier and are not covered by the GM New Vehicle Limited Warranty.
GM is not responsible for the safety and quality of independent supplier alterations.
CHEVROLET BLAZER EV
POLICE PURSUIT VEHICLE
Black Dark Blue
Metallic (SEO)
Galaxy Gray
Metallic
MSP Goose
Blue (SEO)
Radiant Red
Tintcoat1
Riptide Blue
Metallic
Silver Ice
Metallic (SEO)
Sterling Gray
Metallic
Summit
White
Victory
Red (SEO)
NOTE: Exterior colors vary by trim level. See Order Guide for details.
UP TO
25.5 CU. FT.
Max. Cargo Space2
Behind Second Row
AVAILABLE
MODELS
EXTERIOR
COLORS
130 MPH
Projected Top Speed
Without Aftermarket
Equipment
EPA-ESTIMATED
297 MILES
Of Range3
Blazer EV Police Pursuit Vehicle 2FL (9C1/9C3)
Features based on Blazer EV PPV model with 2FL equipment group and 9C1 Package.
X
Telephone: 800-847-8762
DANA SAFETY SUPPLY, INC
4809 KOGER BLVD
GREENSBORO, NC 27407
CATHEDRAL CITY POLICE DEPARTMENT
68700 AVENIDA LALO GUERRERO
CATHEDRAL CITY, CA 92234
United States
(For Pickup - RANC)
RANCHO WAREHOUSE
11699 6th Street
Rancho Cucamonga, CA 91730
Sales Quote
589188-B
Customer No. CATHCPD
Sales Quote No.
Bill To Ship To
Contact:
Telephone: Telephone:
Contact:
760-202-2415
JON ENOS
Ship Via F.O.B. Customer PO Number Payment Method
UPS GROUND FREIGHT QUOTED FREIGHT NET30
Entered By Resale Number Salesperson Ordered By
Steve Nugent Steve Nugent- Rancho CA Jon Enos
Order
Quantity
Extended
Price
Unit
Price Tax Item Number / Description Approve Quantity
Quote Date
08/08/25
E-mail: E-mail: [email protected]
1 N 1 a78Z01DCKI INFO 0.0000 0.00
VEHICLE INFO. 2025/2026, Chevy Blazer PPV EV
Warehouse: RANC
1 N 1 a78Z01F0I7 INFO 0.0000 0.00
CUSTOMER INFO. CATHEDRAL CITY PD
Warehouse: RANC
Commander Jon Enos
Investigations Bureau
Cathedral City Police Department
68700 Avenida Lalo Guerrero
Cathedral City, Ca. 92234
(760)202-2415 – Desk
(760)219-8658 – Work Cell
1 N 1 a78Z01H4UN INFO 0.0000 0.00
******************FRONT OF
VEHICLE********************
Warehouse: RANC
1 Y 1 a78Z0S0Y1H BK2168BLE24 876.0000 876.00
SMC PB450L4 ALUMINUM BUMPER MPOWER, 24 CHEVY
BLAZER EV
Warehouse: RANC
1 Y 1 a7910MGFQ2 ETSS100J 185.0000 185.00
SOI 100J SERIES COMPOSITE SPEAKER
Warehouse: RANC
100J series composite speaker w/ universal bail brkt-100 watt 08/13/25
06:48:47 PM
Page No. 1
Print Time
Print Date
Printed By: Steve Nugent
Continued on Next Page
a7910MGFQ2
Telephone: 800-847-8762
DANA SAFETY SUPPLY, INC
4809 KOGER BLVD
GREENSBORO, NC 27407
CATHEDRAL CITY POLICE DEPARTMENT
68700 AVENIDA LALO GUERRERO
CATHEDRAL CITY, CA 92234
United States
(For Pickup - RANC)
RANCHO WAREHOUSE
11699 6th Street
Rancho Cucamonga, CA 91730
Sales Quote
589188-B
Customer No. CATHCPD
Sales Quote No.
Bill To Ship To
Contact:
Telephone: Telephone:
Contact:
760-202-2415
JON ENOS
Ship Via F.O.B. Customer PO Number Payment Method
UPS GROUND FREIGHT QUOTED FREIGHT NET30
Entered By Resale Number Salesperson Ordered By
Steve Nugent Steve Nugent- Rancho CA Jon Enos
Order
Quantity
Extended
Price
Unit
Price Tax Item Number / Description Approve Quantity
Quote Date
08/08/25
E-mail: E-mail: [email protected]
1 Y 1 a7930YRFJM EGTTE794H 1,639.0000 1,639.00
SOI OPTICOM PREEMPTION LED MODULE
Warehouse: RANC
Opticom™ Infrared LED Emitter Module - Model 794H (non-lightbar version) includes Bracket & Mounting Hardware, 25 ft Cable w/ mating connector
MOUNT ON FRONT PUSH BUMPER
1 Y 1 a7930YPGBD MISC 1,890.0000 1,890.00
SOI, (ENNLB01WW-4EC) 48" NFORCE BAR
Warehouse: RANC
48"/122cm 9-32 VOLT NFORCE NXT LED LIGHTBAR W/ 15' LIN DSC
TECHNOLOGY
/D24/|D12||D12||D12||D12||D12||D12|\D24\
/R_W/ |R_W||R_W||R_W||B_W||B_W||B_W| \B_W\
|D06|--GRT-||--GRT---||--GRT---|O-GRT--|D06|
|R_W|--CLR-||--CLR---||--CLR---|O-CLR--|B_W|
\D24\ |D12||D12||D12||D12||D12||D12| /D24/
\R_W\|R_A||R_A||R_A||B_A||B_A||B_A|/B_W/
Domes - Polycarb [D|12|12|P]
Accessories - PNFLBSPLT1, AUTO-DIM
Mount - Universal Fixed Height Mount (PNFLBK09)
Hook - NONE
Vehicle - Chevrolet
1 N 1 a7930YHK4M INFO 0.0000 0.00
************CONSOLE EQUIPMENT************
Warehouse: RANC
08/13/25
06:48:47 PM
Page No. 2
Print Time
Print Date
Printed By: Steve Nugent
Continued on Next Page
a7930YHK4M
Telephone: 800-847-8762
DANA SAFETY SUPPLY, INC
4809 KOGER BLVD
GREENSBORO, NC 27407
CATHEDRAL CITY POLICE DEPARTMENT
68700 AVENIDA LALO GUERRERO
CATHEDRAL CITY, CA 92234
United States
(For Pickup - RANC)
RANCHO WAREHOUSE
11699 6th Street
Rancho Cucamonga, CA 91730
Sales Quote
589188-B
Customer No. CATHCPD
Sales Quote No.
Bill To Ship To
Contact:
Telephone: Telephone:
Contact:
760-202-2415
JON ENOS
Ship Via F.O.B. Customer PO Number Payment Method
UPS GROUND FREIGHT QUOTED FREIGHT NET30
Entered By Resale Number Salesperson Ordered By
Steve Nugent Steve Nugent- Rancho CA Jon Enos
Order
Quantity
Extended
Price
Unit
Price Tax Item Number / Description Approve Quantity
Quote Date
08/08/25
E-mail: E-mail: [email protected]
1 Y 1 a7930YM22X C-VS-0820-BLZR-EV 592.0000 592.00
HAV 28" ANGLED CONSOLE, 2024-25 BLAZER EV
Warehouse: RANC
1 Y 1 a7930YLSHG CUP2-1001 48.0000 48.00
HAV Self-Adjusting Double Cup Holder
Warehouse: RANC
1 Y 1 a7930YLRZN C-ARM-103 132.0000 132.00
HAV FLIP-UP ARMREST, ATTACHES TO CONSOLE
Warehouse: RANC
1 Y 1 a7930YLRG4 C-EB25-MMT-1P 0.0000 0.00
HAV, 2.5 1-PIECE EQUIPMENT MOUNTING BRACKET
Warehouse: RANC
1 Y 1 a7930YLPER C-EB40-SO5-1P 0.0000 0.00
HAVIS 500 SERIES BLUEPRINT REMOTE
Warehouse: RANC
C-EB40-SO5-1P
1-Piece Equipment Mounting Bracket, 4" Mounting Space, Fits SoundOff Signal 500 Series
1 Y 1 a78Z01K1MJ ENGSA5100RSP 870.0000 870.00
SOI, 500 SERIES PUSHBTN 100W CNTRL, +VOICE PLBK
Warehouse: RANC
1 Y 1 a7910MLWY1 ENGND04102 175.0000 175.00
SOI 10 OUTPUT REMOTE NODE W/ MAGNETIC I.D.
Warehouse: RANC
08/13/25
06:48:47 PM
Page No. 3
Print Time
Print Date
Printed By: Steve Nugent
Continued on Next Page
a7910MLWY1
Telephone: 800-847-8762
DANA SAFETY SUPPLY, INC
4809 KOGER BLVD
GREENSBORO, NC 27407
CATHEDRAL CITY POLICE DEPARTMENT
68700 AVENIDA LALO GUERRERO
CATHEDRAL CITY, CA 92234
United States
(For Pickup - RANC)
RANCHO WAREHOUSE
11699 6th Street
Rancho Cucamonga, CA 91730
Sales Quote
589188-B
Customer No. CATHCPD
Sales Quote No.
Bill To Ship To
Contact:
Telephone: Telephone:
Contact:
760-202-2415
JON ENOS
Ship Via F.O.B. Customer PO Number Payment Method
UPS GROUND FREIGHT QUOTED FREIGHT NET30
Entered By Resale Number Salesperson Ordered By
Steve Nugent Steve Nugent- Rancho CA Jon Enos
Order
Quantity
Extended
Price
Unit
Price Tax Item Number / Description Approve Quantity
Quote Date
08/08/25
E-mail: E-mail: [email protected]
1 Y 1 a7940SD41M ENGHNK06 87.0000 87.00
SOI 10FT REMOTE NODE HARNESS
Warehouse: RANC
1 N 1 a7930YUW7Q INFO 0.0000 0.00
*************SIDE OF VEHICLE***************
Warehouse: RANC
2 Y 2 a78Z01RSXZ ENT2B3J 193.0000 386.00
SOI INTERSECTOR 18-LED UNDER MIRROR LIGHT RED/BLUE
Warehouse: RANC
UNIVERSAL 180 DEGREE EXTERNAL UNDER-MIRROR OR
SURFACE MOUNT
************************************************************ ************
2 Y 2 a7930YVXF5 EMPS2STS4J 141.0000 282.00
SOI, MPWR FASCIA, 4", STM, BLK HSG, RED/BLU
Warehouse: RANC
MOUNT IN REAR CARGO 1/4 WINDOWS USE WITH PMP2WSSSB
2 Y 2 a7930YVW1O PMP2WSSSB 18.0000 36.00
SOI 4" MPOWER SINGLE WINDOW SHROUD-BLACK
Warehouse: RANC
1 N 1 a7930YYT2X INFO 0.0000 0.00
***************PRISONER SEAT***************
Warehouse: RANC
08/13/25
06:48:47 PM
Page No. 4
Print Time
Print Date
Printed By: Steve Nugent
Continued on Next Page
a7930YYT2X
Telephone: 800-847-8762
DANA SAFETY SUPPLY, INC
4809 KOGER BLVD
GREENSBORO, NC 27407
CATHEDRAL CITY POLICE DEPARTMENT
68700 AVENIDA LALO GUERRERO
CATHEDRAL CITY, CA 92234
United States
(For Pickup - RANC)
RANCHO WAREHOUSE
11699 6th Street
Rancho Cucamonga, CA 91730
Sales Quote
589188-B
Customer No. CATHCPD
Sales Quote No.
Bill To Ship To
Contact:
Telephone: Telephone:
Contact:
760-202-2415
JON ENOS
Ship Via F.O.B. Customer PO Number Payment Method
UPS GROUND FREIGHT QUOTED FREIGHT NET30
Entered By Resale Number Salesperson Ordered By
Steve Nugent Steve Nugent- Rancho CA Jon Enos
Order
Quantity
Extended
Price
Unit
Price Tax Item Number / Description Approve Quantity
Quote Date
08/08/25
E-mail: E-mail: [email protected]
1 Y 1 a78Z0S24DS PK1130BLE24 790.0000 790.00
SMC #10XL COATED POLY PARTITION, 24 CHEVY BLAZER EV
Warehouse: RANC
1 Y 1 a78Z0S23TT QK1684BLE24 1,456.0000 1,456.00
SMC 12VS POLY REPLACE FULL SEAT, 2-CPSB, 24 BLAZER EV
Warehouse: RANC
REPLACEMENT FULL SEAT, 2-CPSB, #12VS POLYCARBONATE 2024
CHEVY BLAZER EV
1 N 1 a78Z01XJGI INFO 0.0000 0.00
***************REAR OF VEHICLE *************
Warehouse: RANC
2 Y 2 a78Z023S8T EMPS2QMS4J 141.0000 282.00
SOI, MPWR FASCIA, 4", QM, BLK HSG, RED/BLU
Warehouse: RANC
MOUNT IN REAR HATCH DOOR WHEN OPEN
1 Y 1 a78Z0S3CW8 TK0126BLE24 1,389.0000 1,389.00
SMC SINGLE DRAWER CARGO STORAGE, DSK, 24 CHEVY
BLAZER
Warehouse: RANC
08/13/25
06:48:47 PM
Page No. 5
Print Time
Print Date
Printed By: Steve Nugent
Continued on Next Page
a78Z0S3CW8
Telephone: 800-847-8762
DANA SAFETY SUPPLY, INC
4809 KOGER BLVD
GREENSBORO, NC 27407
CATHEDRAL CITY POLICE DEPARTMENT
68700 AVENIDA LALO GUERRERO
CATHEDRAL CITY, CA 92234
United States
(For Pickup - RANC)
RANCHO WAREHOUSE
11699 6th Street
Rancho Cucamonga, CA 91730
Sales Quote
589188-B
Customer No. CATHCPD
Sales Quote No.
Bill To Ship To
Contact:
Telephone: Telephone:
Contact:
760-202-2415
JON ENOS
Ship Via F.O.B. Customer PO Number Payment Method
UPS GROUND FREIGHT QUOTED FREIGHT NET30
Entered By Resale Number Salesperson Ordered By
Steve Nugent Steve Nugent- Rancho CA Jon Enos
Order
Quantity
Extended
Price
Unit
Price Tax Item Number / Description Approve Quantity
Quote Date
08/08/25
E-mail: E-mail: [email protected]
1 Y 1 a78Z0S3CG5 TPA9289 298.0000 298.00
SMC CARGO BOX SLIDING RADIO TRAY (TRN)
Warehouse: RANC
RADIO TRAY FOR CARGO BOX WITH NO LOCK
**************************************
*DO NOT USE RADIO TRAY WITH ULTIMATE K9. RADIO TRAY
BLOCKS SPARE TIRE*
1 N 1 a7930Z0O2E INFO 0.0000 0.00
***********CIRCUIT PROTECTION*************
Warehouse: RANC
1 Y 1 a78Z0287N4 4703-100B 35.0000 35.00
Egis Circuit Breaker, Surface Mount, 100 Amp
Warehouse: RANC
1 Y 1 a78Z029S9R 7616-2001B 140.0000 140.00
EGIS DUAL TIME DELAY RELAY W/FULL HARNESS
Warehouse: RANC
1 Y 1 a78Z028NHD 8026B 45.0000 45.00
EGIS RT FUSE BLOCK 12-POS, W/ GROUND & LED INDICATION
Warehouse: RANC
1 Y 1 a78Z028ZKQ 8025B 30.0000 30.00
EGIS RT FUSE BLOCK 6 POS W/GROUND & LED IND., BULK
Warehouse: RANC
08/13/25
06:48:47 PM
Page No. 6
Print Time
Print Date
Printed By: Steve Nugent
Continued on Next Page
a78Z028ZKQ
Telephone: 800-847-8762
DANA SAFETY SUPPLY, INC
4809 KOGER BLVD
GREENSBORO, NC 27407
CATHEDRAL CITY POLICE DEPARTMENT
68700 AVENIDA LALO GUERRERO
CATHEDRAL CITY, CA 92234
United States
(For Pickup - RANC)
RANCHO WAREHOUSE
11699 6th Street
Rancho Cucamonga, CA 91730
Sales Quote
589188-B
Customer No. CATHCPD
Sales Quote No.
Bill To Ship To
Contact:
Telephone: Telephone:
Contact:
760-202-2415
JON ENOS
Ship Via F.O.B. Customer PO Number Payment Method
UPS GROUND FREIGHT QUOTED FREIGHT NET30
Entered By Resale Number Salesperson Ordered By
Steve Nugent Steve Nugent- Rancho CA Jon Enos
Order
Quantity
Extended
Price
Unit
Price Tax Item Number / Description Approve Quantity
Quote Date
08/08/25
E-mail: E-mail: [email protected]
1 Y 1 a78Z0296CU 8020-1034B 5.0000 5.00
EGIS CUSTOM LABEL SET, CALIFORNIA SPEC
Warehouse: RANC
1 Y 1 a78Z02A32X INSTALL KIT 325.0000 325.00
MISC INSTALLATION SUPPLIES I.E.
Warehouse: RANC
LOOM, WIRE, HARDWARE, CONNECTORS, ETC
************************************************
1 Y 1 a78Z02A7VY INSTALL 3,875.0000 3,875.00
DSS INSTALLATION OF EQUIPMENT
Warehouse: RANC
1 N 1 a78Z02FPBI INFO 0.0000 0.00
CUSTOMER SUPPLIED EQUIPMENT
Warehouse: RANC
1-MOTOROLA APX 8500
1-ANTENNA
Approved By:
Approve All Items & Quantities
Quote Good for 30 Days
08/13/25
06:48:47 PM
Page No. 7
Print Time
Print Date
Printed By: Steve Nugent
Order Total
9.250 % Sales Tax
Freight
Subtotal
17,724.79
1,467.79
389.00
15,868.00
a78Z02FPBI
No warranty on wrap materials.
1 yr warranty on installation only if proper care & maintenance have been followed. Other restrictions may apply.
Validation of warranty will be required and up to the discretion of So Cal Branding