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ITEM 2B - CUP 2024-0003_650 N Commercial Road
PLANNING COMMISSION STAFF REPORT DATE: JULY 24, 2024 PUBLIC HEARING SUBJECT: A REQUEST BY THE UNITED PARCEL SERVICE (UPS), REPRESENTED BY RED ARCHITECTURAL GROUP, FOR THE ESTABLISHMENT OF A CONDITIONAL USE PERMIT FOR THE EXISTING UPS TRANSPORTATION TERMINAL AND THE COMPLETION OF RELATED SITE IMPROVEMENTS TO PARKING AND LANDSCAPE AREAS LOCATED AT 650 NORTH COMMERCIAL ROAD, ZONE M-1-P, (CUP 2024-0003) (SY). FROM: Department of Planning Services SUMMARY: This is a request for the Planning Commission to consider an application for a Conditional Use Permit (CUP) to allow the expansion of a transportation terminal use for package distribution at 650 N. Commercial Road located in the M-1-P zone district. The expansion includes a 368 sf addition to the west elevation and the replacement of the existing “portable distribution center” units with “mobile distribution center” units to the west side of the building that is approximately 2,666 sf of area. In addition, the parking and landscape areas will be brought into compliance with the City’s regulations and standards. ISSUES -The required number of parking spaces based on the use is met, however, 3 additional EV charging spaces are required based on the increased number of excess parking spaces provided. The conditions of approval include these spaces to be provided in accordance with Section 93.06.00 of the Zoning code. -A Construction Management Plan (CMP) outlining the management of the site during construction was required with this submission. The submitted CMP does not include the final details for the off-site parking and staging for construction. The conditions of approval require the finalized CMP details to be submitted and approved to the satisfaction of the Planning Director, prior to the issuance of the building permit. -Commercial activity in the right-of-way on Commercial Road has been an ongoing issue. The applicant has demonstrated, through this application, that all commercial Planning Commission Staff Report July 24, 2024 – Page 2 of 8 CUP-2024-0003 activity will be contained within the site. The conditions of approval state that no commercial activity of any kind will occur on City streets and the non-compliance of this condition will result in the revocation of the Conditional Use Permit. RECOMMENDATION: That the Planning Commission make the required Findings and approve the application, subject to attached conditions. BUSINESS PRINCIPAL DISCLOSURE: Pursuant to the Municipal Code Section 2.60.50.(F), disclosure obligations do not apply to applicants that are a publicly-traded corporation. PROJECT DESCRIPTION: The existing site contains a one-story masonry structure and associated parking spaces and storage for the functions of the United Postal Service (UPS) as a package distribution center. While the use was established prior to the current requirement for a CUP, Section 94.01.00 of the Code requires a new CUP to facilitate the intensification of this use, which will include the expansion of the existing building with an addition to the existing masonry structure and replacing the existing “portable distribution center” units with structures identified as a “mobile distribution center”. The “mobile distribution center”, also referred to as MDC, are units made of masonry walls, roll-up doors, wooden bumpers, and metal stairs leading into the space. This project will also address current design requirements for the parking lot located at the north end of the property which was installed without required approvals. A separate application for Minor Architectural review was submitted for the proposed additions and site changes at a staff level review. This application is to review the request for a CUP involving the intensification of the transportation terminal use for package distribution in the M-1-P zone district. BACKGROUND INFORMATION: The subject property is approximately 245,012 sf in size and is located on North Commercial Road and East Alejo Road. The adjacent parcels to the south are vacant, the parcels to the west and north are fully developed with uses that are permitted in the M-1-P zone district, and the parcel abutting the property to the east is the runway for the Palm Springs International Airport. The existing one-story masonry building was originally constructed in 1976 as a distribution center for delivery service and a part time garage for delivery vehicles. In 1982, permit records indicate that the building was expanded by approximately 10,742 sf and then another expansion of the conveyor platform was completed in 1987. Since its inception, the site has been occupied and operated by the United Parcel Service (UPS). Planning Commission Staff Report July 24, 2024 – Page 3 of 8 CUP-2024-0003 In 2023, a stop work order was placed on the property for illegal expansion of the parking area to the north of the site. Aerial images indicate that the asphalt expansion was completed some time around September 2020 and July 2021.In efforts to rectify the illegal parking lot, the applicant has submitted all necessary applications for review and is working with relevant City departments to reach compliance. Neighbors in the residential areas to the west have previously complained about ongoing commercial activity along Commercial Road, including the unauthorized parking of commercial vehicles and trailers on City streets. Following a meeting with members of the UPS executive team, the commercial vehicles and trailers are no longer parking along Commercial Road and are being managed internally within their commercial property. In addition, the applicant has submitted a Construction Management Plan (CMP) that outlines how they will continue to operate during construction without utilizing City streets for commercial activity and parking and without disrupting the adjacent residential areas. This will likely include temporarily leasing additional property for the storage of vehicles. Staff have included additional Conditions of Approval to codify the CMP and require that any off-site plans be finalized prior to the issuance of any building permit. Additionally, a Condition of Approval has been included to clarify that no commercial activity or parking is permitted on City streets at any time during or following construction and that any violation will result in revocation of the CUP. The overall goal of this project are as follows: bring the parking and landscape areas into compliance with the City’s current regulations and standards, expand and replace the existing structure for operational improvements, and reconfigure the site to allow for all commercial activity to be conducted within the property boundaries. Most Recent Change of Ownership 2/18/1988 VALACAL CO Related Building Permits 1976 Distribution center building was completed. 1982 Building permit to expand building by 10,742 sf 1987 Expansion of conveyor platform 2023 Stop work order placed on property for illegal expansion of parking lot on the east side of the property. Neighborhood Meeting/Neighborhood Notice 07/12/2024 Notice of public hearing mailed to addresses within 500-feet of the site, notifying that the subject application would be considered by the Planning Commission at a public hearing on July 24, 2024. 07/18/2024 Notice emailed to Neighborhood Organizations within one mile of the project site. 07/12/2024 Notice of public hearing published in the local newspaper. Planning Commission Staff Report July 24, 2024 – Page 4 of 8 CUP-2024-0003 Field Check 06/21/2024 Staff observe existing conditions. DETAILS OF APPLICATION REQUEST / DEVELOPMENT STANDARDS: Site Area Net Acres 5.62 Surrounding Property Existing Land Use Per Chapter 92 Existing General Plan Designation Existing Zoning Designation Subject Property Transportation Terminal for package distribution Industrial (IND) Planned Research and Development Park (M-1-P) North Self Storage (StorQuest) Industrial (IND) Planned Research and Development Park (M-1-P) South-West Vacant Industrial (IND) Planned Research and Development Park (M-1-P) South-East Vacant (surface parking for vehicles) Industrial (IND) Airport (A) East Airport Airport (A) Airport (A) West Religious Institution (Saint Cecilia Catholic Community) Industrial (IND) Planned Research and Development Park (M-1-P) ANALYSIS: Site Plan: The project site is an irregularly shaped lot located near the cross-streets of North Commercial Road and East Alejo Road. The site contains a one-story masonry building surrounded by parking. The asphalt parking lot to the northeast corner was not permitted work and the southeast corner of the property is unpaved open land. Parking: Pursuant to Section 93.06.00(D)(36) of the Municipal Code, distribution use shall be parked at a rate of one (1) space for each eight hundred (800) square feet of gross floor area. Office use shall be parked at a rate of one (1) space for each two hundred (200) square feet of gross floor area. The uses on the site will require thirty-eight (38) parking Planning Commission Staff Report July 24, 2024 – Page 5 of 8 CUP-2024-0003 spaces in total. The project site proposes a total of two hundred nineteen (219) parking spaces and complies with the parking standard of the PSZC. Pursuant to PSZC Section 93.06.00, the following parking standards apply: Parking Requirement Use SF or # of Units Parking Ratio Required Provided Comp. Reg. Handi- cap Reg. Handi- cap Distribution (Transportation Terminal) 25,432 SF 1/800 SF 32 219 Y Office Use* 1,188 SF 1/200 SF 6 TOTAL SPACES REQUIRED 38 219 Y Regular and Handicap Spaces Req. 36 2 212 7 Y Electric Vehicle Charging Requirement Use Existing Parking New Parking Required Provided Comp. Distribution (Transportation Terminal) & Office Use 68 151 10 7 N* *The requirements to provide for 3 additional EV charging spaces will be conditioned as part of the approval. *Service - Office use is allowed by right in the M-1-P zone district. Operational Requirements: • Parking, loading, and unloading spaces for trucks and delivery vehicles shall be in addition to the off-street parking requirements listed above. Delivery vehicles shall be parked on site in designated areas. As an alternative to the standards listed above, applicants may submit a Specific Plan pursuant to Section 93.06.00 where specific operational standards may warrant a different parking ratio (PSMC 93.93.06.00.D.36). FINDINGS – CONDITIONAL USE PERMIT Section 94.02.00 of the Palm Springs Zoning Code (PSZC) requires that the following five conditions be met in order to approve a Conditional Use Permit. Staff has analyzed these findings in order below. Planning Commission Staff Report July 24, 2024 – Page 6 of 8 CUP-2024-0003 Criteria and Findings [PSZC 94.02.00(B)(6)] Compliance a. That the use applied for at the location set forth in the application is properly one for which a conditional use permit is authorized by this Zoning Code. Y The project site is located within the M-1-P, Planning Research and Development Park zone. Pursuant to PSZC Section 92.16.01(D)(15) Truck and Transportation Terminal, further defined in the definitions as “facilities for loading, unloading, and transferring passengers, baggage, and incidental freight between modes of transportation” is an allowed use subject to approval of a Conditional Use Permit. The proposed use of the property as a transportation terminal for package distribution is a commercial use that is consistent with other commercial and industrial uses immediately adjacent to the site. The proposed updates to the site, specifically parking expansion, will allow for all commercial activity to be contained within the site boundaries. b. That the use is necessary or desirable for the development of the community, is in harmony with the various elements or objectives of the general plan and is not detrimental to existing uses or to future uses specifically permitted in the zone in which the proposed use is to be located. Y The project site is designated IND (Industrial) in the General Plan. Industrial uses include research and development parks, light manufacturing, laboratories, and industrial services. The delivery and distribution services are provided throughout the day between the hours of 9 AM to 6 PM. On a daily basis, there are around 60 package vehicles parked on the site and approximately 49 vehicles parked inside the structure. The property contains anywhere from 8 to 18 trailers on the site. The surrounding uses include storage and the airport. The proposed use is harmonious with the surrounding area and does not create a deterrent to future industrial and commercial uses. c. That the site for the intended use is adequate in size and shape to accommodate such use, including yards, setbacks, walls or fences, landscaping and other features required in order to adjust such use to those existing or permitted future uses of land in the neighborhood. Y Planning Commission Staff Report July 24, 2024 – Page 7 of 8 CUP-2024-0003 Criteria and Findings [PSZC 94.02.00(B)(6)] Compliance The UPS facility has been operating from this location since the construction of the building in 1976. Since then, the original structure on the 5.62 acre site was expanded in the 1980s. Additional parking and an upgrade to the “Mobile Distribution Center” units are proposed as part of this project. All proposed structures will comply with the dimensional requirements and other standards such as shading requirements for the parking lot pursuant to Section 93.06.00.C.3(a). The proposed reconfiguration of the site will allow all commercial and employee parking to be contained within the site and rectify any commercial activity that was previously conducted outside the property boundaries. In recent months, the applicant has responded to on-going complaints regarding commercial activity along Commercial Road by removing all commercial vehicles and trailers off the public streets. The proposed site improvements are necessary to resolve this issue. d. That the site for the proposed use relates to the streets and highways properly designed and improved to carry the type and quantity of traffic to be generated by the proposed use. Y The use of the site will not change and the physical expansion to the building itself is minimal given that most of the floor area accounted for the expansion (approximately 2,666 sf) is related to the replacement of existing distribution center units that are currently in use. The expansion of the parking area and landscape improvements will address concerns related to the full containment of all commercial activity on site. Based on the trip generation assessment submitted, it was determined that the expansion will not result in any significant impacts to traffic. e. That the conditions to be imposed and shown on the approved site plan are deemed necessary to protect the public health, safety and general welfare and may include minor modification of the zone’s property development standards. Y All conditions imposed as part of the Conditional Use Permit are intended to minimize negative impacts on the surrounding community and protect public health, safety, and general welfare. The attached conditions of approval include necessary requirements from the following City Departments: Planning, Engineering, and Fire. In addition, the applicant will adhere to the details of a Construction Management Plan (CMP) which will ensure the timeline and phasing of the project by providing details on the location of a remote parking lot during the site grading and stormwater treatment phase of the project, and the logistics behind delivery and storage of construction material and heavy equipment to the site and how right-of-way limitations will be addressed. Planning Commission Staff Report July 24, 2024 – Page 8 of 8 CUP-2024-0003 ENVIRONMENTAL ANALYSIS: This project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) per Section 15301 (Existing Facilities). The proposed scope of work qualifies as an alteration to an existing facility that will not result in an increase of more than 50 percent of the floor area. CONCLUSION: A transportation terminal for package distribution is considered an appropriate use through a CUP within the M-1-P zone district. The proposed application to expand the use of the existing building and parking area will allow for the operations of the current business to be maintained within the property boundaries, as indicated in the submitted application. Staff recommends approval, subject to conditions. PREPARED BY: Sarah Yoon, Associate Planner REVIEWED BY: Christopher Hadwin, Planning Director ATTACHMENTS: A. Vicinity Map B. Aerial Map C. Draft Resolution with Conditions of Approval D. Justification Letter E. Plans F. Construction Management Plan (CMP), July 24, 2024. ATTACHMENT A Department of Planning Services Vicinity Map CITY OF PALM SPRINGS 650 N. Commercial Road CUP – 2024-0003 ATTACHMENT B Department of Planning Services Aerial Map CITY OF PALM SPRINGS 650 N. Commercial Road CUP – 2024-0003 ATTACHMENT C RESOLUTION NO. A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF PALM SPRINGS, CALIFORNIA, APPROVING CASE NUMBER CUP-2024-0003; A CONDITIONAL USE PERMIT FOR THE EXISTING UPS TRANSPORTATION TERMINAL AND THE COMPLETION OF RELATED SITE IMPROVEMENTS TO PARKING AND LANDSCAPE AREAS LOCATED AT 650 NORTH COMMERCIAL ROAD, ZONE M-1-P, (CUP 2024-0003) (SY). THE PLANNING COMMISSION FINDS AND DETERMINES AS FOLLOWS: A. RED Architectural Group, on behalf of United Parcel Service (UPS), (“Applicant”) has filed a Conditional Use Permit (Case No. CUP-2024-0003) with the City, pursuant to Section 94.02.00 of PSZC for the existing UPS transportation terminal and the completion of related site improvements to parking and landscape areas. B. Notice of a public hearing of the Planning Commission of the City of Palm Springs to consider the project was given in accordance with applicable law. C. On July 24, 2024 the Planning Commission held a public hearing to consider the Project in accordance with applicable law. D. The proposed project is considered a “project” pursuant to the terms of the California Environmental Quality Act (“CEQA”) per Section 15301 of Title 14, Chapter 3 of the California Code of Regulations (Class 1, Existing Facilities Exemption). E. The Planning Commission has carefully reviewed and considered all the evidence presented in connection with the hearing on the Project, including, but not limited to, the staff report. F. Findings for a Conditional Use Permit are outlined in Section 94.02.00 of the Zoning Code. The findings are listed below followed by an evaluation of the project by Staff against these findings. 1. That the use applied for at the location set forth in the application is properly one for which a conditional use permit is authorized by this Zoning Code. The project site is located within the M-1-P, Planning Research and Development Park zone. Pursuant to PSZC Section 92.16.01(D)(15) Truck and Transportation Terminal, further defined in the definitions as “facilities for loading, unloading, and transferring passengers, baggage, and incidental freight between modes of transportation” is an allowed use subject to approval of a Conditional Use Permit. The proposed use of the Resolution No. Page 2 property as a transportation terminal for package distribution is a commercial use that is consistent with other commercial and industrial uses immediately adjacent to the site. The proposed updates to the site, specifically parking expansion, will allow for all commercial activity to be contained within the site boundaries. 2. That the use is necessary or desirable for the development of the community, is in harmony with the various elements or objectives of the general plan and is not detrimental to existing uses or to future uses specifically permitted in the zone in which the proposed use is to be located. The project site is designated IND (Industrial) in the General Plan. Industrial uses include research and development parks, light manufacturing, laboratories, and industrial services. The delivery and distribution services are provided throughout the day between the hours of 9 AM to 6 PM. On a daily basis, there are around 60 package vehicles parked on the site and approximately 49 vehicles parked inside the structure. The property contains anywhere from 8 to 18 trailers on the site. The surrounding uses include storage and the airport. The proposed use is harmonious with the surrounding area and does not create a deterrent to future industrial and commercial uses. 3. That the site for the intended use is adequate in size and shape to accommodate such use, including yards, setbacks, walls or fences, landscaping and other features required in order to adjust such use to those existing or permitted future uses of land in the neighborhood. The UPS facility has been operating from this location since the construction of the building in 1976. Since then, the original structure on the 5.62-acre site was expanded in the 1980s. Additional parking and an upgrade to the “Mobile Distribution Center” units are proposed as part of this project. All proposed structures will comply with the dimensional requirements and other standards such as shading requirements for the parking lot pursuant to Section 93.06.00.C.3(a). The proposed reconfiguration of the site will allow all commercial and employee parking to be contained within the site and rectify any commercial activity that was previously conducted outside the property boundaries. In recent months, the applicant has responded to on-going complaints regarding commercial activity along Commercial Road by removing all commercial vehicles and trailers off the public streets. The proposed site improvements are necessary to resolve this issue. 4. That the site for the proposed use relates to the streets and highways properly designed and improved to carry the type and quantity of traffic to be generated by the proposed use. The use of the site will not change and the physical expansion to the building Resolution No. Page 3 itself is minimal given that most of the floor area accounted for the expansion (approximately 2,666 sf) is related to the replacement of existing distribution center units that are currently in use. The expansion of the parking area and landscape improvements will address concerns related to the full containment of all commercial activity on site. Based on the trip generation assessment submitted, it was determined that the expansion will not result in any significant impacts to traffic. 5. That the conditions to be imposed and shown on the approved site plan are deemed necessary to protect the public health, safety and general welfare and may include minor modification of the zone’s property development standards. All conditions imposed as part of the Conditional Use Permit are intended to minimize negative impacts on the surrounding community and protect public health, safety, and general welfare. The attached conditions of approval include necessary requirements from the following City Departments: Planning, Engineering, and Fire. In addition, the applicant will adhere to the details of a Construction Management Plan (CMP) which will ensure the timeline and phasing of the project by providing details on the location of a remote parking lot during the site grading and stormwater treatment phase of the project, and the logistics behind delivery and storage of construction material and heavy equipment to the site and how right-of- way limitations will be addressed. THE PLANNING COMMISSION RESOLVES: That the findings and determinations reflected above are true and correct and are incorporated by this reference herein as the cause and foundation for the action taken by and through this Resolution. Based upon the foregoing, the Planning Commission hereby adopts a Categorical Exemption and approves the Conditional Use Permit Application Case No. CUP-2024-0003 to allow the expansion of the transportation terminal for package distribution located at 650 North Commercial Road, subject to the conditions of approval attached herein as Exhibit A. ADOPTED this 24th day of July 2024. AYES: NOES: ABSENT: ABSTAIN: ATTEST: CITY OF PALM SPRINGS, CALIFORNIA Resolution No. Page 4 ______________________________________ Christopher Hadwin Director of Planning Services Exhibit A: Conditions of Approval, July 24, 2024. RESOLUTION NO. EXHIBIT A Case CUP-2024-0003 United Parcel Services (UPS) 650 North Commercial Road APN: 507-380-024 July 24, 2024 CONDITIONS OF APPROVAL Before final acceptance of the project, all conditions listed below shall be completed to the satisfaction of the City Engineer, the Director of the Development Services Department, the Chief of Police, the Fire Chief or their designee, depending on which department recommended the condition. Any agreements, easements or covenants required to be entered into shall be in a form approved by the City Attorney. ADMINISTRATIVE CONDITIONS ADM 1. Project Description. This approval is for the project described per Case CUP- 2024-0003, except as modified by the conditions below. ADM 2. Reference Documents. The site shall be developed and maintained in accordance with the approved plans, date stamped July 24, 2024, including site plans, architectural elevations, and colors on file in the Planning Division except as modified by the approved by conditions below. ADM 3. Conform to all Codes and Regulations. The project shall conform to the conditions contained herein, all applicable regulations of the Palm Springs Zoning Ordinance, Municipal Code, and any other City, County, State and Federal Codes, ordinances, resolutions, and laws that may apply. ADM 4. Minor Deviations. The Director of the Development Services Department or designee may approve minor deviations to the project description and approved plans in accordance with the provisions of the Palm Springs Zoning Code. ADM 5. Indemnification. The owner shall defend, indemnify, and hold harmless the City of Palm Springs, its agents, officers, and employees from any claim, action, or proceeding against the City of Palm Springs or its agents, officers, or employees to attach, set aside, void, or annul, an approval of the City of Palm Springs, its legislative body, advisory agencies, or administrative officers Planning Commission Resolution No: Conditions of Approval Page 2 of 14 CUP-2024-0003 July 24, 2024 concerning Case CUP-2024-0003. The City of Palm Springs will promptly notify the applicant of any such claim, action, or proceeding against the City of Palm Springs and the applicant will either undertake defense of the matter and pay the City's associated legal costs or will advance funds to pay for defense of the matter by the City Attorney. If the City of Palm Springs fails to promptly notify the applicant of any such claim, action or proceeding or fails to cooperate fully in the defense, the applicant shall not, thereafter, be responsible to defend, indemnify, or hold harmless the City of Palm Springs. Notwithstanding the foregoing, the City retains the right to settle or abandon the matter without the applicant's consent, but should it do so, the City shall waive the indemnification herein, except, the City's decision to settle or abandon a matter following an adverse judgment or failure to appeal, shall not cause a waiver of the indemnification rights herein. ADM 6. Maintenance and Repair. The property owner(s) and successors and assignees in interest shall maintain and repair the improvements including and without limitation all structures, sidewalks, bikeways, parking areas, landscape, irrigation, lighting, signs, walls, and fences between the curb and property line, including sidewalk or bikeway easement areas that extend onto private property, in a first class condition, free from waste and debris, and in accordance with all applicable law, rules, ordinances and regulations of all federal, state, and local bodies and agencies having jurisdiction at the property owner’s sole expense. This condition shall be included in the recorded covenant agreement for the property if required by the City. ADM 7. Right to Appeal. Decisions of an administrative officer or agency of the City of Palm Springs may be appealed in accordance with Municipal Code Chapter 2.05.00. Permits will not be issued until the appeal period has concluded. ADM 8. Comply with City Noise Ordinance. This use shall comply with the provisions of Section 11.74 Noise Ordinance of the Palm Springs Municipal Code. Violations may result in revocation of this Conditional Use Permit. ADM 9. Conditional Use Permit Availability. The applicant shall provide a copy of this Conditional Use Permit to all buyers and potential buyers. PLANNING DEPARTMENT CONDITIONS PLN 1. Signage. Any proposed signage must be approved by the Planning Department. PLN 2. Outdoor Lighting Conformance. Exterior lighting shall conform to Section 93.21.00, Outdoor Lighting Standards, of the Palm Springs Zoning Code. Manufacturer's cut sheets of all exterior lighting shall be submitted to the Planning Department for approval prior to the issuance of building permits. Planning Commission Resolution No: Conditions of Approval Page 3 of 14 CUP-2024-0003 July 24, 2024 PLN 3. Outside Storage Prohibited. No outside storage of any kind shall be permitted except as approved as a part of the proposed plan. PLN 4. Property Use and CUP. If the use of the subject property is ever changed, the City reserves the right to modify or revoke this Conditional Use Permit application pursuant to Section 94.02.00(I) of the Zoning Code. PLN 5. Valid Lease Agreement Required. If the lease agreement between the property owner and the applicant expires and is not renewed, the CUP will become null and void. PLN 6. Parking Requirements. The provision of 10 electric vehicle charging spaces will be required for the Minor Architectural Review application pursuant to PSZC 93.06.00 PLN 7. Construction Management Plan (CMP). A Construction Management Plan is required, to the satisfaction of the Planning Director, to address issues related to, but not limited to, project phasing, staging of construction materials and equipment, and build-out of the project. The CMP shall be finalized prior to the issuance of any building permit. Non-compliance with the CMP may result in revocation of the Conditional Use Permit. PLN 8. Construction Management Plan (CMP). The CMP shall identify specific measures to mitigate any conflicts with adjacent properties and surrounding areas, including commercial and employee parking on City streets such as Commercial Road. As detailed in the CMP, off-site parking is required to accommodate all commercial and employee parking during all stages of construction. No commercial parking is permitted on Commercial Road or any other City street at any time during construction. Confirmation of sufficient off- site parking to accommodate both commercial vehicles and employee parking is required prior to the issuance of any building permit, to the satisfaction of the Director of Planning. Non-compliance with the CMP may result in revocation of the Conditional Use Permit. PLN 9. Commercial Activity in the Right-of-Way. There shall be no commercial parking of any kind nor any associated commercial activity, on any City street, including Commercial Road at any time. All commercial activity, including but not limited to parking, loading, unloading, staging, and coupling of trailers must occur within the property’s boundary. Non-compliance may result in revocation of the Conditional Use Permit. ENGINEERING DEPARTMENT CONDITIONS The Engineering Services Department recommends that if this application is approved, such approval is subject to the following conditions being completed in compliance with City standards and ordinances. Planning Commission Resolution No: Conditions of Approval Page 4 of 14 CUP-2024-0003 July 24, 2024 Before final acceptance of the project, all conditions listed below shall be completed to the satisfaction of the City Engineer. All Grading Plans, Improvement Plans, Required Studies and Documents listed below, must be submitted to Engineering Services Department for review and approval. STREETS ENG 1. Illegal grading & paving activities are known to have been performed onsite in 2020/2021. Due to the known prior offense, a penalty fee will be applied to all Engineering Services Department permit fees. ENG 2. Any improvements within the public right-of-way require a City of Palm Springs Encroachment Permit. All improvements are subject to inspection and a 48-hour inspection notification is required. COMMERCIAL ROAD ENG 3. The owner shall apply for an Encroachment Agreement from the Engineering Services Department to allow the existing masonry mailbox along the frontage of the subject property to be maintained within the existing public right-of-way. The agreement shall be executed by the owner prior to issuance of a grading, encroachment, or building permit. A current title report or a copy of a current tax bill and a copy of a vesting grant deed shall be provided to verify current property ownership. A preparation fee in effect at the time that the application is submitted shall be paid by the applicant. ENG 4. Remove the existing driveway approach and construct a new driveway approach in accordance with City of Palm Springs Standard Drawing No. 201A. ENG 5. Remove and replace existing asphalt concrete pavement where required, in accordance with applicable City standards. ENG 6. All broken or off grade street improvements along the project frontage shall be repaired or replaced. ON-SITE ENG 7. The on-site layout of drive aisles and parking spaces is subject to further review and approval by the City Engineer. Adjustment of proposed street alignments, and deletion or relocation of proposed parking spaces may be required during review and approval of construction plans for on-site improvements, as required by the City Engineer. Approval of the Planning Commission Resolution No: Conditions of Approval Page 5 of 14 CUP-2024-0003 July 24, 2024 preliminary site plan does not constitute approval of the on-site layout of streets and parking spaces as proposed. ENG 8. Applicant will be required to provide proof that the illegally constructed parking area meets the section requirements set herein. Any section not meeting these requirements will need to be reconstructed in accordance with such. The minimum pavement section for all on-site pavement for the drive aisles and parking spaces shall be 3 inches asphalt concrete pavement over 4 inches crushed miscellaneous base with a minimum subgrade of 24 inches at 95% relative compaction, or equal. If an alternative pavement section is proposed, the proposed pavement section shall be designed by a California registered Geotechnical Engineer using "R" values from the project site and submitted to the City Engineer for approval. ENG 9. All on-site drive aisles shall be two-way with a minimum 24 feet wide travelway (as measured from face of curb) where no parking is proposed. ENG 10. On-site drive aisles for the parking lot shall be constructed with curbs, gutters, and cross-gutters, as necessary to accept and convey surface drainage of the on-site drive aisles and parking to the on-site drainage system, in accordance with applicable City standards. SANITARY SEWER ENG 11. All sanitary facilities shall be connected to the public sewer system. The existing sewer service to the property shall be used for new sanitary facilities. New laterals shall not be connected at manholes. GRADING ENG 12. Submit a Precise Grading Plan prepared by a California licensed civil engineer to the Engineering Services Department for review and approval. The plan shall be approved by the City Engineer prior to grading permit issuance. a. A Fugitive Dust Control Plan shall be prepared by the applicant and/or its grading contractor and submitted to the Engineering Services Department for review and approval. The applicant and/or its grading contractor shall be required to comply with Chapter 8.50 of the City of Palm Springs Municipal Code, and shall be required to utilize one or more “Coachella Valley Best Available Control Measures” as identified in the Coachella Valley Fugitive Dust Control Handbook for each fugitive dust source such that the applicable performance standards are met. The applicant’s or its contractor’s Fugitive Dust Control Plan shall be prepared by staff that has completed the South Coast Air Quality Management District (AQMD) Coachella Valley Fugitive Dust Control Class. The applicant and/or Planning Commission Resolution No: Conditions of Approval Page 6 of 14 CUP-2024-0003 July 24, 2024 its grading contractor shall provide the Engineering Services Department with current and valid Certificate(s) of Completion from AQMD for staff that have completed the required training. For information on attending a Fugitive Dust Control Class and information on the Coachella Valley Fugitive Dust Control Handbook and related “PM10” Dust Control issues, please contact AQMD at (866) 861-3878, or at http://www.AQMD.gov. A Fugitive Dust Control Plan, in conformance with the Coachella Valley Fugitive Dust Control Handbook, shall be submitted to and approved by the Engineering Services Department prior to approval of the Grading plan. b. The first submittal of the Grading Plan shall include the following information: a copy of final approved conformed copy of Conditions of Approval; a copy of a final approved conformed copy of the Site Plan; a copy of current Title Report; a copy of Soils Report; and a copy of the associated Hydrology Study/Report; a copy of the project-specific Final Water Quality Management Plan. ENG 13. Prior to approval of a Grading Plan (or issuance of a Grading Permit), the applicant shall obtain written approval to proceed with construction from the Agua Caliente Band of Cahuilla Indians, Tribal Historic Preservation Officer or Tribal Archaeologist ( a copy of the written approval must be provided to the City) . The applicant shall contact the Tribal Historic Preservation Officer or the Tribal Archaeologist at ACBCI-THPO@aguacaliente.net to determine their requirements, if any, associated with grading or other construction. The applicant is advised to contact the Tribal Historic Preservation Officer or Tribal Archaeologist as early as possible. If required, it is the responsibility of the applicant to coordinate scheduling of Tribal monitors during grading or other construction, and to arrange payment of any required fees associated with Tribal monitoring. ENG 14. In accordance with an approved PM-10 Dust Control Plan, temporary dust control perimeter fencing shall be installed at the limits of grading and/or disturbed areas. Fencing shall have screening that is tan in color; green screening will not be allowed. Temporary dust control perimeter fencing shall be installed after issuance of Grading Permit, and immediately prior to commencement of grading operations. ENG 15. Temporary dust control perimeter fence screening shall be appropriately maintained, as required by the City Engineer. Cuts (vents) made into the perimeter fence screening shall not be allowed. Perimeter fencing shall be adequately anchored into the ground to resist wind loading. ENG 16. A Notice of Intent (NOI) to comply with the California General Construction Stormwater Permit (Water Quality Order 2022-0057-DWQ as adopted September 8, 2022) is required for the proposed development via the California Regional Water Quality Control Board online SMARTS system. A copy of the executed letter issuing a Waste Discharge Identification (WDID) Planning Commission Resolution No: Conditions of Approval Page 7 of 14 CUP-2024-0003 July 24, 2024 number shall be provided to the City Engineer prior to issuance of a grading or building permit. ENG 17. This project requires preparation and implementation of a stormwater pollution prevention plan (SWPPP). As of September 4, 2012, all SWPPPs shall include a post-construction management plan (including Best Management Practices) in accordance with the current Construction General Permit. Where applicable, the approved final project-specific Water Quality Management Plan shall be incorporated by reference or attached to the SWPPP as the Post-Construction Management Plan. A copy of the up- to-date SWPPP shall be kept at the project site and be available for review upon request. ENG 18. Within 10 days of ceasing all construction activity and when construction activities are not scheduled to occur for at least 30 days, the disturbed areas on-site shall be permanently stabilized, in accordance with Palm Springs Municipal Code Section 8.50.022. Following stabilization of all disturbed areas, perimeter fencing shall be removed, as required by the City Engineer. ENG 19. Prior to issuance of grading permit, the applicant shall provide verification to the City that the Tribal Habitat Conservation Plan (THCP) fee has been paid to the Agua Caliente Band of Cahuilla Indians in accordance with the THCP. ENG 20. In accordance with City of Palm Springs Municipal Code, Section 8.50.022 (h), the applicant shall post with the City a cash bond of two thousand dollars ($2,000.00) per disturbed acre at the time of issuance of grading permit for mitigation measures for erosion/blowsand relating to this property and development. ENG 21. A Geotechnical/Soils Report prepared by a California registered Geotechnical Engineer shall be required for and incorporated as an integral part of the grading plan for the proposed development. A copy of the Geotechnical/Soils Report shall be submitted to the Engineering Services Department with the first submittal of a grading plan. ENG 22. The applicant shall provide all necessary geotechnical/soils inspections and testing in accordance with the Geotechnical/Soils Report prepared for the project. All backfill, compaction, and other earthwork shown on the approved grading plan shall be certified by a California registered geotechnical or civil engineer, certifying that all grading was performed in accordance with the Geotechnical/Soils Report prepared for the project. Documentation of all compaction and other soils testing are to be provided even though there may not be a grading plan for the project. Prior to issuance of Building Permits. Planning Commission Resolution No: Conditions of Approval Page 8 of 14 CUP-2024-0003 July 24, 2024 ENG 23. The applicant shall provide Grading Certification for all building (or structure) pads in conformance with the approved grading plan to the Engineering Services Department for review and approval prior to issuance of Building Permits. ENG 24. In cooperation with the California Agricultural Commissioner and the California Department of Food and Agriculture Red Imported Fire Ant Project, applicants for grading permits involving a grading plan and involving the export of soil will be required to present a clearance document from a Department of Food and Agriculture representative in the form of an approved “Notification of Intent To Move Soil From or Within Quarantined Areas of Orange, Riverside, and Los Angeles Counties” (Revised - RIFA Form CA-1) prior to approval of the Grading Plan (if required). The California Department of Food and Agriculture office is located at 6819 East Gage Avenue, Commerce, CA 90040 (Phone (760) 782-3271, (562) 505-6415), Sonia.Oran@cdfa.ca.gov. WATER QUALITY MANAGEMENT PLAN ENG 25. This project shall be required to install measures in accordance with applicable National Pollution Discharge Elimination System (NPDES) Best Management Practices (BMP’s) included as part of the NPDES Permit issued for the Whitewater River Region from the Colorado River Basin Regional Water Quality Control Board (RWQCB). The applicant is advised that installation of BMP’s, including mechanical or other means for pre- treating contaminated stormwater and non-stormwater runoff, shall be required. ENG 26. A Final Project-Specific Water Quality Management Plan (WQMP) shall be submitted to and approved by the City Engineer prior to issuance of approval of any grading plan. The WQMP shall address the implementation of operational Best Management Practices (BMP’s) necessary to accommodate nuisance water and storm water runoff from the site. Direct release of nuisance water to the adjacent property (or public streets) is prohibited. Construction of operational BMP’s shall be incorporated into the Precise Grading and Paving Plan. ENG 27. Prior to issuance of any grading or building permits, the property owner shall record a “Covenant and Agreement” with the County-Clerk Recorder or other instrument on a standardized form to inform future property owners of the requirement to implement and maintain the approved Final Project- Specific Water Quality Management Plan (WQMP). Other alternative instruments for requiring implementation of the approved Final Project- Specific WQMP include: requiring the implementation of the Final Project- Specific WQMP in Home Owners Association or Property Owner Planning Commission Resolution No: Conditions of Approval Page 9 of 14 CUP-2024-0003 July 24, 2024 Association Covenants, Conditions, and Restrictions (CC&Rs); formation of Landscape, Lighting and Maintenance Districts, Assessment Districts or Community Service Areas responsible for implementing the Final Project- Specific WQMP; or equivalent. Alternative instruments must be approved by the City Engineer prior to issuance of any grading or building permits. DRAINAGE ENG 28. All stormwater runoff across the property shall be accepted and conveyed in a manner acceptable to the City Engineer and released to an approved drainage system. Stormwater runoff may not be released directly to the adjacent streets without first intercepting and treating with approved Best Management Practices (BMPs). ENG 29. All stormwater runoff passing through the site shall be accepted and conveyed across the property in a manner acceptable to the City Engineer. For all stormwater runoff falling on the site, on-site retention or other facilities approved by the City Engineer shall be required to contain the increased stormwater runoff generated by the development of the property. Provide a hydrology study to determine the volume of increased stormwater runoff due to development of the site, and to determine required stormwater runoff mitigation measures for the proposed development. Final retention basin sizing and other stormwater runoff mitigation measures shall be determined upon review and approval of the hydrology study by the City Engineer and may require redesign or changes to site configuration or layout consistent with the findings of the final hydrology study. No more than 40-50% of the street frontage parkway/setback areas should be designed as retention basins. On-site open space, in conjunction with dry wells and other subsurface solutions should be considered as alternatives to using landscaped parkways for on-site retention. ENG 30. The applicant shall accept and convey all stormwater runoff across the property and conduct the runoff to an approved drainage structure. On-site retention may be allowed on that portion of the property where historically, stormwater runoff is conveyed. All on-site grade slopes shall not be less than 0.5%. If onsite retention is utilized, retention basin calculations shall be provided to the City Engineer. This information required prior to site plan approval. ENG 31. This project shall be required to install measures in accordance with applicable National Pollution Discharge Elimination System (NPDES) Best Management Practices (BMP’s) included as part of the NPDES Permit issued for the Whitewater River Region from the Colorado River Basin Regional Water Quality Control Board (RWQCB). The applicant is advised that installation of BMP’s, including mechanical or other means for pre- treating contaminated stormwater and non-stormwater runoff, shall be Planning Commission Resolution No: Conditions of Approval Page 10 of 14 CUP-2024-0003 July 24, 2024 required by regulations imposed by the RWQCB. It shall be the applicant’s responsibility to design and install appropriate BMP’s, in accordance with the NPDES Permit, that effectively intercept and pre-treat contaminated stormwater and non-stormwater runoff from the project site, prior to release to the City’s municipal separate storm sewer system (“MS4”), to the satisfaction of the City Engineer and the RWQCB. Such measures shall be designed and installed on-site; and provisions for perpetual maintenance of the measures shall be provided to the satisfaction of the City Engineer, including provisions in Covenants, Conditions, and Restrictions (CC&R’s) required for the development. ENG 32. The project is subject to flood control and drainage implementation fees pursuant to Resolution 14082. The acreage drainage fee at the present time is $10,961.65 per acre per Resolution No. 15189. Fees shall be paid prior to issuance of a building permit. GENERAL ENG 33. Any utility trenches or other excavations within existing asphalt concrete pavement of off-site streets required by the proposed development shall be backfilled and repaired in accordance with City of Palm Springs Standard Drawing No. 115. ENG 34. All proposed utility lines shall be installed underground. ENG 35. All existing utilities shall be shown on the improvement plans if required for the project. The existing and proposed service laterals shall be shown from the main line to the property line. ENG 36. Upon approval of any improvement plan (if required) by the City Engineer, the improvement plan shall be provided to the City in digital format, consisting of a DWG (AutoCAD drawing filetype) and PDF (Adobe Acrobat document filetype) formats. Variation of the type and format of the digital data to be submitted to the City may be authorized, upon prior approval by the City Engineer. ENG 37. The original improvement plans prepared for the proposed development and approved by the City Engineer (if required) shall be documented with record drawing “as-built” information and returned to the Engineering Services Department prior to issuance of a final certificate of occupancy. Any modifications or changes to approved improvement plans shall be submitted to the City Engineer for approval prior to construction. ENG 38. Nothing shall be constructed or planted in the corner cut-off area of any driveway which does or will exceed the height required to maintain an Planning Commission Resolution No: Conditions of Approval Page 11 of 14 CUP-2024-0003 July 24, 2024 appropriate sight distance per City of Palm Springs Zoning Code Section 93.02.00, D. ENG 39. All proposed trees within the public right-of-way and within 10 feet of the public sidewalk and/or curb shall have City approved deep root barriers installed in accordance with City of Palm Springs Standard Drawing No. 904. TRAFFIC ENG 40. A minimum of 48 inches of clearance for accessibility shall be provided on public sidewalks. Minimum clearance on public sidewalks shall be provided by either an additional dedication of a sidewalk easement if necessary and widening of the sidewalk, or by the relocation of any obstructions within the public sidewalk along the frontage of the subject property. ENG 41. All damaged, destroyed, or modified pavement legends, traffic control devices, signing, striping, and street lights, associated with the proposed development shall be replaced as required by the City Engineer prior to issuance of a Certificate of Occupancy. ENG 42. Construction signing, lighting and barricading shall be provided during all phases of construction as required by City Standards or as directed by the City Engineer. As a minimum, all construction signing, lighting and barricading shall be in accordance with Part 6 “Temporary Traffic Control” of the California Manual on Uniform Traffic Control Devices (CAMUTCD), dated November 7, 2014, or subsequent editions in force at the time of construction. ENG 43. This property is subject to the Transportation Uniform Mitigation Fee which shall be paid prior to issuance of building permit. FIRE DEPARTMENT CONDITIONS FID1. These Fire Department conditions may not provide all requirements. Owner/developer is responsible for all applicable state and locally adopted fire codes. Detailed plans are still required for review. Conditions are subject to final plan check and review. FID2. Fire Department Conditions were based on the 2022 California Fire Code as adopted by City of Palm Springs, Palm Springs Municipal Code, PSFD Appendix “T” Development Requirements and latest adopted NFPA Standards. Three (3) complete sets of plans for fire sprinkler system plans, Planning Commission Resolution No: Conditions of Approval Page 12 of 14 CUP-2024-0003 July 24, 2024 underground water improvement plans, & fire alarm plans must be submitted prior to a building permit being released. FID3. Conditions of Approval – “Conditions of Approval” received from the Palm Springs Planning Department must be submitted with each plan set. Failure to submit will result in a delay of plan approval. FID4. Plans and Permits (CFC 105.1): Permits and scaled drawings are required for this project. Plan reviews can take up to 20 working days. Submit a minimum of three (3) sets of drawings for review. Upon approval, the Fire Prevention Bureau will retain one set Complete listings and manufacturer’s technical data sheets for all system materials shall be included with plan submittals. All system materials shall be UL listed or FM approved for fire protection service and approved by the Fire Prevention Bureau prior to installation. Plans shall include all necessary engineering features, including all hydraulic reference nodes, pipe lengths and pipe diameters as required by the appropriate codes and standards. Plans and supporting data, (calculations and manufacturers technical data sheets) including fire flow data, shall be submitted with each plan submittal. Complete and accurate legends for all symbols and abbreviations shall be provided on the plans. FID5. Access During Construction (CFC 503): Access for firefighting equipment shall be provided to the immediate job site at the start of construction and maintained until all construction is complete. Fire apparatus access roads shall have an unobstructed width of not less than 24 feet and an unobstructed vertical clearance of not less than 13'-6". Fire Department access roads shall have an all-weather driving surface and support a minimum weight of 73,000 lbs. FID6. Required access (CFC 504.1): Exterior doors and openings required by this code, or the California Building Code shall be maintained readily accessible for Planning Commission Resolution No: Conditions of Approval Page 13 of 14 CUP-2024-0003 July 24, 2024 FID7. Key Box Required to be Installed (CFC 506.1): Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting purposes, the fire code official is authorized to require a key box to be installed in an approved location. The key box shall be flush mount type and shall contain keys to gain necessary access as required by the fire code official. Secured emergency access gates serving apartment, town home or condominium complex courtyards must provide a key box in addition to association or facility locks. The nominal height of Knox lock box installations shall be 5 feet above grade. Location and installation of Knox key boxes must be approved by the fire code official. FID8. Key Box Contents (CFC 506.1): The Knox key box shall contain keys to all areas of ingress/egress, alarm rooms, fire sprinkler riser/equipment rooms, mechanical rooms, elevator rooms, elevator controls, plus a card containing the emergency contact people and phone numbers for the building/complex. FID9. NFPA 13 Fire Sprinkler Systems Required: An automatic fire sprinkler system is required. Only a C-16 licensed fire sprinkler contractor shall perform system design and installation. System to be designed and installed in accordance with NFPA standard 13, 2016 Editions, as modified by local ordinance. Fire pumps maybe also be required due to the size of the building. FID10. Fire Alarm Systems Required: An automatic or manual fire alarm system is required. Only a C-10 licensed fire alarm contractor shall perform system design and installation. System to be designed and installed in accordance with NFPA standard 72, 2016 editions, as modified by local ordinance. FID11. Turning Radius: Fire access road turns and corners shall be designed with a minimum inner radius of 25 feet and an outer radius of 43 feet. FID12. Dead Ends: Dead-end fire apparatus roads in excess of 150 feet in length shall be provided with an approved area for turning around a fire apparatus. FID13. Designated Fire Lanes: in private developments shall be not less than 24 feet wide (curb face to curb face) with no parking on either side and shall be identified as afire lanes with red curb, stating in white lettering “ NO Planning Commission Resolution No: Conditions of Approval Page 14 of 14 CUP-2024-0003 July 24, 2024 PARKING FIRE LANE”, or by approved signage, or by both red curb with lettering and signage. FID14. Fire Department Access Roads/Driveways: Shall be provided so that no portion of the exterior wall of the first floor of any building will be more than 150 feet from such roads. FID15. Private Fire Hydrants: Additional private hydrants may be required. END OF CONDITIONS ATTACHMENT D RED Architectural Group 3436 N. Verdugo Road, Suite 200, Glendale, CA 91208 (818) 957-7765 │ www.RED-Arch.com │ info@red-arch.com February 26, 2024; REV. July 16, 2024 City of Palm Springs Planning Department 3200 East Tahquitz Way Palm Springs, CA 92262 FOR THE PROJECT: UPS – Palm Springs Facility Northern Parking Lot and MDC Expansion 650 Commercial Road Palm Springs, CA Project Description The UPS Palm Springs Facility located at 650 N. Commercial Road in Palm Springs, California, consists of a single 5.6 acres parcel; zoned as M-1P. The current facility is a single-story concrete block building 21 feet in height with on-site parking supporting both employees and customers. The original building was constructed in August 1975 with a building expansion in 1982. Permits on-file for the existing distribution and office areas total 23,586 sf. with 122 parking stalls surrounding the building. UPS is now proposing the following building expansion of 368 sf. and a Modular Distribution Center (MDC) expansion of 2,666 sf. for a combined building area of 26,620 sf. A recently constructed parking area just north and contiguous to the parcel will add an additional 151 parking stalls for employees, 14 package trucks and 23 trailer spaces consisting of 17 new and 6 existing semi-trailers spaces within this expanded parking area. The existing UPS’ Customer Service Center located within the building has eight (8) dedicated parking stalls for customers and will remain as is. A new overall parking total including existing and reworked parking stall that overlapped the easterly expansion area provides a new parking count of 219 stalls. Additional information on vehicular analysis, we are providing the following additional information as it pertains to trucks and delivery vehicles: a) How many delivery trucks are expected to be parked on the property on any given day? a. Current Vehicle inventory in Palm Springs is approx. 140 Package Cars, we dispatch between 76 – 83 cars daily…so during the day the remaining cars (60) will be parked. b) Are there trucks that will be stored/parked inside the existing structure? a. There are 49 car park positions in the structure. b. These are parked daily M-F from 6 PM – 9AM as they are unloaded in the PM and loaded in the AM. RED Architectural Group 3436 N. Verdugo Road, Suite 200, Glendale, CA 91208 (818) 957-7765 │ www.RED-Arch.com │ info@red-arch.com c. On the weekend starting at approx. 7 PM on Friday 49 cars are parked in structure until Monday at 9 AM. c) How many trailers are expected to be on the property on any given day? a. Based on the last analysis completed, Max trailers on Property were 18 trailers between 8:00 am and 9:00 am. Lowest count was 8 between 9:15 pm – 11:00 pm Please contact us for any additional information as needed. Harris Shapiro Senior Project Director RED Architectural Group 818 957-7765 Hshapiro@red-arch.com ATTACHMENT E NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGCOMMERCIAL RD±±SITE PLANUNITED PARCEL SERVICE650 N. COMMERCIAL RD. PALM SPRINGS, CA. 92262DATE: 07.17.2024PROJECT NUMBER: 462.2302.10Architectural GroupRED DESIGN ARCHITECTURE PLANNING3436 N. VERDUGO ROAD, SUITE 200, GLENDALE, CA 91208P 818.957.7765 www.red-arch.comA-1 BLDG. 2BLDG. 3BLDG. 1SCALE:21/4" = 1'-0"NORTH SCALE:1UNITED PARCEL SERVICE650 N. COMMERCIAL RD. PALM SPRINGS, CA. 92262PROJECT NUMBER: 462.2302.10Architectural GroupRED DESIGN ARCHITECTURE PLANNING3436 N. VERDUGO ROAD, SUITE 200, GLENDALE, CA 91208P 818.957.7765 www.red-arch.comA-2FLOOR PLANSDATE: 07.03.2024SCALE:31/4" = 1'-0"PHASE "2"PHASE "2"NORTH NORTH SCALE:3SCALE:1UNITED PARCEL SERVICE650 N. COMMERCIAL RD. PALM SPRINGS, CA. 92262PROJECT NUMBER: 462.2302.10Architectural GroupRED DESIGN ARCHITECTURE PLANNING3436 N. VERDUGO ROAD, SUITE 200, GLENDALE, CA 91208P 818.957.7765 www.red-arch.comA-3ELEVATIONSDATE: 07.03.2024SCALE:2 SCALE:1SCALE:2SCALE:4UNITED PARCEL SERVICE650 N. COMMERCIAL RD. PALM SPRINGS, CA. 92262PROJECT NUMBER: 462.2302.10Architectural GroupRED DESIGN ARCHITECTURE PLANNING3436 N. VERDUGO ROAD, SUITE 200, GLENDALE, CA 91208P 818.957.7765 www.red-arch.comA-4ELEVATIONSDATE: 07.03.2024 PAR KIN G AR E A SHADE CALCULATION Dat e:10/09/23 Pro jec t N ame: B ot anical N ame Canopy diamet er at mat urit y Tree Species 'A' 1 @ 1256 0 @ 722 11 @ 628 0 @ 314 8,164 40' Tree Speci es 'B '9 @ 706 2 @ 530 24 @ 354 0 @ 177 15,910 30' Tree Species 'C'0 @ 314 0 @ 236 25 @ 157 0 @ 79 3,925 20' Tree Species 'D'0 @ 962 0 @ 722 5 @ 481 0 @ 240 2,405 35' Tree Sub Total 10 2 60 0 30,404.0 54,522 0 27,261 0 30,404 5 5 .8 % SHADE ARE AS (Sq Ft) D i a m e t e r 1 0 0 %7 5 %5 0 %2 5 % 4 0 '1256 722 628 314 3 5 '962 722 481 240 3 0 '706 530 354 177 2 5 '491 368 246 123 2 0 '314 236 157 79 1 5 '176 132 88 44 UPS EXPA N SION , PA L M SPRIN G S 54,522Total Surfaced P arking Area Covered Stall s (garages, carports, etc.)Surfaced Area *NOTE : Auxil ilary shade is the total parking area under covered stall s (carports, garages, etc.) not the total covered ar ea. Shade Area Required (50% of parking areas) If appli cabl e, TOTAL AUX ILIARY SHADE * = TOTAL SHADE P ROVIDE D = P E RCE NT SHADE = TOTAL TRE E SHADE ARE A Quant it y @ 1/4 shade (Sq. Ft .)Tot al (Sq. Ft .)Quant it y @ Full shade (Sq. Ft .) Quant it y @ 3/4 shade (Sq. Ft .) Quant ity @ 1/2 shade (Sq. Ft .) Date:Plancheck Submittal:Project No.:Drawn by:Checked by:Scale:Issued for Bid:Final Approval:Owner Approval:SHEET NUMBERSHEET TITLEDATEPROJECT DESCRIPTIONNO.CONSULTANT STAMP & SIGNATURE Architectural Group RED DESIGN ARCHITECTURE PLANNING 3436 N. VERDUGO ROAD, SUITE 200, GLENDALE, CA 91208 P 818.957.7765 www.red-arch.com C O P Y R I G H T © 2 0 2 3 B Y R E D A R C H I T E C T U R A L G R O U P. A L L D E S I G N S, I D E A S A N D P L A N S I N D I C A T E D O N T H I S D R A W I N G S H E E T A R E O W N E D B Y A N D A R E T H E P R O P E R T Y O F R E D A R C H I T E C T U A L G R O U P A N D W E R E C R E A T E D, E V O L V E D A N D D E V E L O P E D F O R U S E O N A N D I N C O N N E C T I O N W I T H T H E P R O J E C T S P E C I F I E D H E R E I N O N L Y. N O N E O F T H E C O N T E N T O N T H I S S H E E T S H A L L B E U S E D F O R O R O N A N O T H E R P R O J E C T O R B Y O R D I S C L O S E D T O A N Y P E R S O N, F I R M O R C O R P O R A T I O N W I T H O U T T H E W R I T T E N C O N S E N T O F T H E A R C H I T E C T / C O N S U L T A N T W H O S E P R O F E S S I O N A L S T A M P I S A F F I X E D H E R E T O. UNITED PARCEL SERVICE 650 N. COMMERCIAL RD. PALM SPRINGS, CA. 92262Date:CP/SJJTRAS SHOWN16842 Von Kaman Avenue, Suite 150 Irvine, CA 92606 P 909.753.8111 F 909.753.0775 Date:Plancheck Submittal:Project No.:Drawn by:Checked by:Scale:Issued for Bid:Final Approval:Owner Approval:SHEET NUMBERSHEET TITLEDATEPROJECT DESCRIPTIONNO.CONSULTANT STAMP & SIGNATURE Architectural Group RED DESIGN ARCHITECTURE PLANNING 3436 N. VERDUGO ROAD, SUITE 200, GLENDALE, CA 91208 P 818.957.7765 www.red-arch.com C O P Y R I G H T © 2 0 2 3 B Y R E D A R C H I T E C T U R A L G R O U P. A L L D E S I G N S, I D E A S A N D P L A N S I N D I C A T E D O N T H I S D R A W I N G S H E E T A R E O W N E D B Y A N D A R E T H E P R O P E R T Y O F R E D A R C H I T E C T U A L G R O U P A N D W E R E C R E A T E D, E V O L V E D A N D D E V E L O P E D F O R U S E O N A N D I N C O N N E C T I O N W I T H T H E P R O J E C T S P E C I F I E D H E R E I N O N L Y. N O N E O F T H E C O N T E N T O N T H I S S H E E T S H A L L B E U S E D F O R O R O N A N O T H E R P R O J E C T O R B Y O R D I S C L O S E D T O A N Y P E R S O N, F I R M O R C O R P O R A T I O N W I T H O U T T H E W R I T T E N C O N S E N T O F T H E A R C H I T E C T / C O N S U L T A N T W H O S E P R O F E S S I O N A L S T A M P I S A F F I X E D H E R E T O. UNITED PARCEL SERVICE 650 N. COMMERCIAL RD. PALM SPRINGS, CA. 92262Date:CP/SJJTRAS SHOWN16842 Von Kaman Avenue, Suite 150 Irvine, CA 92606 P 909.753.8111 F 909.753.0775 StatisticsDescriptionSymbolAvgMaxMinMax/MinAvg/MinPARKING LOT4.0 fc8.6 fc2.0 fc4.3:12.0:1ScheduleSymbolLabelQuantityManufacturerCatalog NumberDescriptionNumber LampsLumens Per LampLight Loss FactorWattageF1A13Lithonia LightingDSX1 LED P7 27K 80CRI T5M-HSD-Series Size 1 Area Luminaire P7 Performance Package 2700K CCT 80 CRI T5M @22' Single Head1222520.9184.0F2A1Lithonia Lighting1222520.9368.0Note1. 16'-0" Point to Point calculation spacingRETENTION POND0.6 fc3.1 fc0.0 fcN/AN/APROPERTY LINE0.0 fc0.3 fc0.0 fcN/AN/A3.53.23.04.55.93.62.52.53.65.23.72.52.63.75.13.53.34.06.13.92.93.23.53.63.53.53.94.13.63.13.13.33.33.02.72.95.54.22.52.52.72.83.03.13.33.43.33.12.92.72.62.52.52.32.12.23.14.52.02.62.73.23.43.63.73.63.53.23.12.72.62.62.62.52.52.52.94.62.22.83.23.63.94.34.64.44.23.73.43.02.82.82.82.82.62.53.07.02.03.23.25.73.62.22.02.32.62.93.33.84.65.25.75.85.34.74.03.53.13.03.02.72.52.52.96.02.23.43.18.24.02.72.73.23.22.93.24.15.46.26.66.66.35.64.63.83.33.23.02.42.12.33.12.23.73.66.74.32.93.13.53.73.63.94.86.27.68.17.76.96.05.04.33.63.12.62.22.33.05.34.52.52.14.13.96.44.42.83.03.24.04.14.75.87.18.67.98.37.06.15.34.23.82.92.62.73.75.14.02.72.14.84.47.64.52.92.83.44.04.65.66.67.48.48.47.76.45.65.04.33.83.23.45.42.93.02.14.43.55.74.73.02.83.54.35.26.26.87.17.27.06.25.34.64.13.83.74.47.03.33.82.72.43.53.45.74.42.82.73.74.75.66.15.86.15.65.14.44.13.53.23.55.86.25.82.62.43.13.28.24.12.93.14.05.25.75.85.34.54.23.62.92.72.93.54.44.33.72.62.32.83.37.14.03.33.74.45.75.85.34.63.83.42.82.22.54.33.02.52.92.22.53.04.64.13.64.15.05.55.65.14.33.53.22.93.15.64.53.32.92.52.32.53.84.23.94.44.95.25.44.84.23.33.13.86.72.75.83.42.72.22.42.83.54.04.23.94.74.74.94.44.23.63.75.14.55.02.72.22.52.93.23.53.74.03.93.83.93.93.12.66.72.62.12.42.73.02.93.13.43.43.43.53.35.37.04.30.10.00.10.00.10.00.20.00.30.00.00.00.10.00.00.00.10.00.00.00.10.00.00.00.10.00.00.30.10.10.00.00.30.10.10.00.00.10.10.10.00.20.00.00.00.00.20.10.00.00.00.20.10.10.00.20.10.10.00.00.30.10.00.00.00.20.10.00.00.20.20.00.00.00.00.10.00.00.00.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.02.93.11.82.12.42.42.22.02.02.50.41.31.81.41.51.61.61.30.90.70.70.81.10.90.10.50.90.81.01.11.00.60.20.10.10.30.40.10.20.30.40.50.70.50.20.10.00.10.00.10.10.20.20.30.20.10.00.00.00.00.00.10.10.10.10.10.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0F1B20Lithonia LightingDSX1 LED P1 27K 80CRI T1S-HSD-Series Size 1 Area Luminaire P1Performance Package 2700K CCT 80 CRI T1S @22' Single Head177760.951.0DSX1 LED P7 27K 80CRI T5M-HSD-Series Size 1 Area Luminaire P7 Performance Package 2700K CCT 80 CRI T5M @22' Double HeadDate:Plancheck Submittal:Project No.:Drawn by:Checked by:Scale:Issued for Bid:Final Approval:Owner Approval:SHEET NUMBERSHEET TITLEDATEPROJECT DESCRIPTIONNO.CONSULTANT STAMP & SIGNATURE Architectural Group RED DESIGN ARCHITECTURE PLANNING 3436 N. VERDUGO ROAD, SUITE 200, GLENDALE, CA 91208 P 818.957.7765 www.red-arch.com C O P Y R I G H T © 2 0 2 3 B Y R E D A R C H I T E C T U R A L G R O U P. A L L D E S I G N S, I D E A S A N D P L A N S I N D I C A T E D O N T H I S D R A W I N G S H E E T A R E O W N E D B Y A N D A R E T H E P R O P E R T Y O F R E D A R C H I T E C T U A L G R O U P A N D W E R E C R E A T E D, E V O L V E D A N D D E V E L O P E D F O R U S E O N A N D I N C O N N E C T I O N W I T H T H E P R O J E C T S P E C I F I E D H E R E I N O N L Y. N O N E O F T H E C O N T E N T O N T H I S S H E E T S H A L L B E U S E D F O R O R O N A N O T H E R P R O J E C T O R B Y O R D I S C L O S E D T O A N Y P E R S O N, F I R M O R C O R P O R A T I O N W I T H O U T T H E W R I T T E N C O N S E N T O F T H E A R C H I T E C T / C O N S U L T A N T W H O S E P R O F E S S I O N A L S T A M P I S A F F I X E D H E R E T O. UNITED PARCEL SERVICE 650 N. COMMERCIAL RD. PALM SPRINGS, CA. 92262N.T.S.E-2.1SITE PLANPHOTOMETRIC Date:Plancheck Submittal:Project No.:Drawn by:Checked by:Scale:Issued for Bid:Final Approval:Owner Approval:SHEET NUMBERSHEET TITLEDATEPROJECT DESCRIPTIONNO.CONSULTANT STAMP & SIGNATURE Architectural Group RED DESIGN ARCHITECTURE PLANNING 3436 N. VERDUGO ROAD, SUITE 200, GLENDALE, CA 91208 P 818.957.7765 www.red-arch.com C O P Y R I G H T © 2 0 2 3 B Y R E D A R C H I T E C T U R A L G R O U P. A L L D E S I G N S, I D E A S A N D P L A N S I N D I C A T E D O N T H I S D R A W I N G S H E E T A R E O W N E D B Y A N D A R E T H E P R O P E R T Y O F R E D A R C H I T E C T U A L G R O U P A N D W E R E C R E A T E D, E V O L V E D A N D D E V E L O P E D F O R U S E O N A N D I N C O N N E C T I O N W I T H T H E P R O J E C T S P E C I F I E D H E R E I N O N L Y. N O N E O F T H E C O N T E N T O N T H I S S H E E T S H A L L B E U S E D F O R O R O N A N O T H E R P R O J E C T O R B Y O R D I S C L O S E D T O A N Y P E R S O N, F I R M O R C O R P O R A T I O N W I T H O U T T H E W R I T T E N C O N S E N T O F T H E A R C H I T E C T / C O N S U L T A N T W H O S E P R O F E S S I O N A L S T A M P I S A F F I X E D H E R E T O. UNITED PARCEL SERVICE 650 N. COMMERCIAL RD. PALM SPRINGS, CA. 92262N.T.S.E-3.0TITLE-2410-06-2023818-842-728510-06-2023818-842-7285MEL ANTHONY FAJARDO1106 W. MAGNOLIA BLVD. SUITE ABURBANK, CA 915061106 W. MAGNOLIA BLVD. SUITE ABURBANK, CA 91506E21979PACIFIC ENGINEERING GROUP650 N COMMERCIAL RD. PALM SPRINGS, CA 92262 EXISTING “PORTABLE DISTRIBUTION CENTERS (PDC)” (IMAGES BELOW) TO BE REPLACED WITH “MOBILE DISTRIBUTION CENTERS (MDC)” DATE: February 8, 2024 TO: Sarah Yoon, City of Palm Springs FROM: Charlene So, Urban Crossroads, Inc. JOB NO: 15775-02 TG Memo UPS EXPANSION TRIP GENERATION ASSESSMENT Urban Crossroads, Inc. is pleased to provide the following Trip Generation Assessment for the UPS Expansion development (Project), which is located at 650 N. Commercial Road in the City of Palm Springs (City). The purpose of this analysis is to determine whether additional traffic analysis is necessary for the proposed Project. The following assessment is based on the City’s Traffic Impact Analysis Guidelines dated July 2020 (City Guidelines). PROPOSED PROJECT The proposed Project is an expansion to the existing UPS Distribution Facility located at 650 N. Commercial Road. The existing UPS Distribution Facility is 23,586 square feet (22,398 square foot distribution facility plus 1,188 square feet of interior ancillary office uses) which was first opened in 1976 (per the original 1975 approval for 12,844 square feet and permits associated with a subsequent expansion in 1982 of 10,742 square feet). The site provides package distribution/delivery for the surrounding local community. The facility does not store any packages – all packages that arrive are sorted and distributed daily. The site currently also has temporary structures totaling 1,425 square feet on the eastern end of the building. A 368 square foot expansion is proposed on the western end of the existing building along with a 2,666 square foot expansion on the eastern end of the building which would replace the 1,425 square feet of temporary structures. As such, the net increase of building space is 1,609 square feet (368 square feet + 2,666 square feet – 1,425 square feet). The preliminary site plan is shown on Exhibit 1. The existing site currently accommodates 122 parking stalls on-site. 37 parking stalls will be removed to accommodate the proposed expansion and 165 new parking stalls will be accommodated within the new northern parking lot for a total of 250 parking stalls. In addition, there are 14 additional package truck stalls and 14 additional trailer parking stalls. Access to the site will remain the same as the existing condition (no changes are proposed). Sarah Yoon, City of Palm Springs February 8, 2024 Page 2 of 6 15775-02 TG Memo EXHIBIT 1: PRELIMINARY SITE PLAN TRIP GENERATION EXISTING TRAFFIC Trip generation represents the amount of traffic that is attracted and produced by a development and is based upon the specific land uses planned for a given project. In order to develop the traffic characteristics of the proposed Project (expansion), trip-generation statistics for the existing UPS Distribution Facility were developed based on driveway counts collected. As noted previously, the existing UPS Distribution Facility is 23,586 square feet (22,398 square foot distribution facility plus 1,188 square feet of interior ancillary office uses of permitted uses) and includes 1,425 square feet on the eastern end of the building of temporary structures (not currently permitted). In an effort to understand the existing traffic associated with the existing use, traffic counts were collected at all applicable driveways on Tuesday, January 9, 2024, through Thursday, January 11, 2024. Table 1 summarizes the average existing trip generation based on the count data collected over the three consecutive days for the existing UPS Distribution Facility. The existing site, which currently includes the non-permitted 1,425 square feet of temporary structures, currently generates an average of 817 two-way trips per day, with 85 trips during the AM peak hour and 52 trips during the PM peak hour. Trip generation for the existing use has been reflected in both actual vehicles and passenger car equivalent (PCE) on Table 1. The trip generation identified for Sarah Yoon, City of Palm Springs February 8, 2024 Page 3 of 6 15775-02 TG Memo the existing use will be utilized to develop a unique trip generation rate and resulting trip generation for the proposed expansion. A detailed summary of the count data collected is provided in Attachment A. TABLE 1: EXISTING TRIP GENERATION FOR UPS DISTRIBUTION FACILITY PCE factors were applied to the trip generation rates for heavy trucks (large 2-axles, 3-axles, 4+- axles). PCEs allow the typical “real-world” mix of vehicle types to be represented as a single, standardized unit, such as the passenger car, to be used for the purposes of capacity and level of service analyses. The PCE factors are consistent with the recommended PCE factors used for other projects within the City (and per the County’s guidelines). The existing UPS Distribution Facility currently generates an average of 1,016 two-way PCE trips per day, with 91 PCE trips during the AM peak hour and 69 PCE trips during the PM peak hour. Table 2 summarizes the Project trip generation rates which have been calculated by dividing the total trips shown on Table 1 by the existing 25,011 square feet of building space to develop a trip generation rate on a per thousand square foot basis (23,586 square feet plus 1,425 square feet of temporary structures). Land Use In Out Total In Out Total Daily Actual Vehicles: Existing Use Passenger Cars: 68 8 76 9 11 20 474 2-axle Trucks: 4 3 7 21 11 32 288 3-axle Trucks: 1 1 2 0 0 0 55 4+-axle Trucks: 0 0 0 0 0 0 0 Total Truck Trips (Actual Vehicles):5 4 9 21 11 32 343 Total Trips (Actual Vehicles)1 73 12 85 30 22 52 817 Passenger Car Equivalent (PCE): Existing Use Passenger Cars: 68 8 76 9 11 20 474 2-axle Trucks: 6 5 11 32 17 49 432 3-axle Trucks: 2 2 4 0 0 0 110 4+-axle Trucks: 0 0 0 0 0 0 0 Total Truck Trips (PCE):8 7 15 32 17 49 542 Total Trips (PCE)1 76 15 91 41 28 69 1,016 1 Total Trips = Passenger Cars + Truck Trips. AM Peak Hour PM Peak Hour Sarah Yoon, City of Palm Springs February 8, 2024 Page 4 of 6 15775-02 TG Memo TABLE 2: TRIP GENERATION RATES FOR UPS FACILITY Since 1,425 square feet of the existing site is associated with non-permitted temporary structures, the existing trip generation has been re-calculated using the rates provided in Table 2 for the original permitted square footage of 23,586 square feet. As shown in Table 3, the permitted use generates 772 vehicle trip-ends per day with 81 AM peak hour trips and 48 PM peak hour trips (actual vehicles). The permitted use generates 960 PCE vehicle trip-ends per day with 86 PCE AM peak hour trips and 64 PCE PM peak hour trips. The trip generation summarized in Table 3 will be used for the purposes of this trip generation assessment to reflect existing baseline conditions. AM Peak Hour PM Peak Hour Land Use1 Units2 In Out Total In Out Total Actual Vehicle Trip Generation Rates Existing Warehouse Building TSF 2.919 0.480 3.399 1.199 0.880 2.079 32.666 Passenger Cars 2.719 0.320 3.039 0.360 0.440 0.800 18.952 2-Axle Trucks 0.160 0.120 0.280 0.840 0.440 1.279 11.515 3-Axle Trucks 0.040 0.040 0.080 0.000 0.000 0.000 2.199 4+-Axle Trucks 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Passenger Car Equivalent (PCE) Trip Generation Rates Existing Warehouse Building TSF 2.919 0.480 3.399 1.199 0.880 2.079 32.666 Passenger Cars 2.719 0.320 3.039 0.360 0.440 0.800 18.952 2-Axle Trucks (PCE = 1.5)0.240 0.180 0.420 1.259 0.660 1.919 17.272 3-Axle Trucks (PCE = 2.0)0.080 0.080 0.160 0.000 0.000 0.000 4.398 4+-Axle Trucks (PCE = 3.0)0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 Trip Generation & Vehicle Mix Source: Based on empirical driveway count data collected shown on Table 1 divided by the existing square footage (25,011 2 TSF = thousand square feet Daily Sarah Yoon, City of Palm Springs February 8, 2024 Page 5 of 6 15775-02 TG Memo TABLE 3: TRIP GENERATION SUMMARY FOR PERMITTED UPS FACILITY PROPOSED PROJECT The Project proposes to expand the existing facility by 3,034 square feet, which will include replacing 1,425 square feet of temporary structures. The trips associated with the existing facility have been utilized to determine potential trips associated with the expansion as opposed to using the trip generation rates published in the latest Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021) for a speculative parcel delivery warehouse facility. A 368 square foot expansion is proposed on the western end of the existing building along with a 2,666 square foot expansion on the eastern end of the building which would replace the 1,425 square feet of temporary structures. For the purposes of this trip generation assessment, the proposed Project will be evaluated assuming the total square footage of 3,034, without taking credit for the 1,425 square feet of temporary structures that will be replaced as this trip generation was not accounted for in the original entitlements. The trip generation summary illustrating daily, and peak hour trip generation estimates for the proposed Project are summarized on Table 4 for actual vehicles and PCE. Any intersection operations analysis for a project would need to utilize the PCE trip generation consistent with the City’s Guidelines. The proposed Project is anticipated to generate 102 vehicle trip-ends per day with 9 AM peak hour trips and 6 PM peak hour trips (actual vehicles). In comparison the Project is anticipated to generate 124 PCE vehicle trip-ends per day with 11 PCE AM peak hour trips and 8 PCE PM peak hour trips. Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles: Permitted UPS Facility 23.586 TSF Passenger Cars: 64 8 72 8 10 18 448 2-axle Trucks: 4 3 7 20 10 30 272 3-axle Trucks: 1 1 2 0 0 0 52 4+-axle Trucks: 0 0 0 0 0 0 0 Total Truck Trips (Actual Vehicles):5 4 9 20 10 30 324 Total Trips (Actual Vehicles)2 69 12 81 28 20 48 772 Passenger Car Equivalent (PCE): Permitted UPS Facility 23.586 TSF Passenger Cars: 64 8 72 8 10 18 448 2-axle Trucks: 6 4 10 30 16 46 408 3-axle Trucks: 2 2 4 0 0 0 104 4+-axle Trucks: 0 0 0 0 0 0 0 Total Truck Trips (PCE):8 6 14 30 16 46 512 Total Trips (PCE)2 72 14 86 38 26 64 960 1 TSF = thousand square feet 2 Total Trips = Passenger Cars + Truck Trips. AM Peak Hour PM Peak Hour Sarah Yoon, City of Palm Springs February 8, 2024 Page 6 of 6 15775-02 TG Memo TABLE 4: PROJECT TRIP GENERATION SUMMARY FINDINGS The City Guidelines indicate that development projects that generate a net increase of 100 or more peak hour vehicle trips (without pass-by reductions) would require the preparation and submittal of a Transportation Impact Analysis (TIA) that evaluates level of service (LOS) at off-site study area intersections. The Project is anticipated to generate fewer than 100 net new peak hour trips during the morning and evening peak hours and would also contribute fewer than 50 peak hour trips to any off-site intersection (both in actual vehicles and PCE). As such, additional peak hour traffic operations analysis is not necessary based on the City’s Guidelines. The City’s scoping form is provided in Attachment B. If you have any questions or comments, I can be reached at cso@urbanxroads.com. Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles: Proposed Expansion 3.034 TSF Passenger Cars: 8 1 9 1 1 2 58 2-axle Trucks: 0 0 0 3 1 4 36 3-axle Trucks: 0 0 0 0 0 0 8 4+-axle Trucks: 0 0 0 0 0 0 0 Total Truck Trips (Actual Vehicles):0 0 0 3 1 4 44 Total Trips (Actual Vehicles)2 8 1 9 4 2 6 102 Passenger Car Equivalent (PCE): Proposed Expansion 3.034 TSF Passenger Cars: 8 1 9 1 1 2 58 2-axle Trucks: 1 1 2 4 2 6 52 3-axle Trucks: 0 0 0 0 0 0 14 4+-axle Trucks: 0 0 0 0 0 0 0 Total Truck Trips (PCE):1 1 2 4 2 6 66 Total Trips (PCE)2 9 2 11 5 3 8 124 1 TSF = thousand square feet 2 Total Trips = Passenger Cars + Truck Trips. AM Peak Hour PM Peak Hour 15775-02 TG Memo ATTACHMENT A: DRIVEWAY COUNTS 15775-02 TG Memo TABLE A-1: EXISITNG DRIVEWAY COUNTS Land Use In Out Total In Out Total Daily Day 1: January 9, 2024 Passenger Cars: 71 9 80 5 11 16 489 2-axle Trucks: 1 1 2 19 16 35 288 3-axle Trucks: 1 0 1 0 0 0 60 4+-axle Trucks: 0 0 0 0 0 0 0 Total Truck Trips: 2 1 3 19 16 35 348 Total Trips1 73 10 83 24 27 51 837 Day 2: January 10, 2024 Passenger Cars: 73 6 79 13 13 26 455 2-axle Trucks: 5 2 7 26 9 35 277 3-axle Trucks: 0 2 2 0 0 0 57 4+-axle Trucks: 1 0 1 0 0 0 1 Total Truck Trips: 6 4 10 26 9 35 335 Total Trips1 79 10 89 39 22 61 790 Day 3: January 11, 2024 Passenger Cars: 60 9 69 10 10 20 477 2-axle Trucks: 6 6 12 17 9 26 298 3-axle Trucks: 1 1 2 0 0 0 48 4+-axle Trucks: 0 0 0 0 0 0 0 Total Truck Trips: 7 7 14 17 9 26 346 Total Trips1 67 16 83 27 19 46 823 * Note: data collected on January 9 - 10, 2024. 1 Total Trips = Passenger Cars + Total Truck Trips. AM Peak Hour PM Peak Hour City: Location: Date: Count Type: Pass Veh Large 2 Axle 3 Axle 4+ Axle Total Pass Veh Large 2 Axle 3 Axle 4+ Axle Total 0:0000000 0:0010001 0:1500000 0:1500000 0:3000000 0:3010001 0:4500000 0:4500000 1:0020002 1:0000000 1:1500000 1:1500000 1:3040004 1:3000000 1:4530003 1:4510001 2:0030104 2:0000101 2:1550106 2:1502002 2:301203015 2:3002002 2:451601017 2:4500000 3:0060006 3:0002002 3:1520002 3:1510001 3:3000000 3:3000000 3:4530003 3:4500000 4:0001203 4:0002002 4:1510102 4:1540105 4:3011002 4:301501016 4:451102013 4:4521003 5:0040105 5:0001001 5:1520002 5:1510001 5:3000000 5:3000000 5:4501001 5:4510001 6:0000000 6:0001203 6:1521306 6:1502204 6:3021306 6:3011305 6:4510203 6:4510001 7:0021104 7:0021205 7:1521407 7:1501102 7:3011204 7:3012205 7:4562008 7:4503003 8:0040004 8:0020002 8:151210013 8:1500000 8:302901030 8:3010001 8:452600026 8:4561007 9:0032106 9:008412051 9:1543007 9:1520492071 9:3010001 9:301350018 9:4500000 9:4510001 10:0031004 10:00820010 10:1500000 10:1500000 10:3001001 10:3030003 10:4531004 10:4521003 11:0021003 11:0040004 11:1530003 11:1510001 11:3030003 11:3020002 11:4540004 11:4561007 Exiting Palm Springs 650 N Commercial Rd - TOTAL Tuesday, January 9, 2024 Classified Driveway Count Entering Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 City: Location: Date: Count Type: Pass Veh Large 2 Axle 3 Axle 4+ Axle Total Pass Veh Large 2 Axle 3 Axle 4+ Axle Total Exiting Palm Springs 650 N Commercial Rd - TOTAL Tuesday, January 9, 2024 Classified Driveway Count Entering 12:0040004 12:0031004 12:1540004 12:1530003 12:3010001 12:3050005 12:4531004 12:4520002 13:0010001 13:0021003 13:1511002 13:1530003 13:3010001 13:3001001 13:4510001 13:4510001 14:0001001 14:0001001 14:1500000 14:1500000 14:3010001 14:3030003 14:4500000 14:4510001 15:0031004 15:0020002 15:1510001 15:1521003 15:3010001 15:3010001 15:4520002 15:4510001 16:0020002 16:0012003 16:1561007 16:1510001 16:3022004 16:3021003 16:4515006 16:4511002 17:000130013 17:00490013 17:1522004 17:1523005 17:3021003 17:3023005 17:4513004 17:4531004 18:0011002 18:0041005 18:1505005 18:1530003 18:3018009 18:3010001 18:452140016 18:4540004 19:0018009 19:001410015 19:1505005 19:1550106 19:302100012 19:3060107 19:4516007 19:4550005 20:0006208 20:00604010 20:1507108 20:1540105 20:3006006 20:301101012 20:4515006 20:4561007 21:0005106 21:0050005 21:1521003 21:1570007 21:3011002 21:3050005 21:4520002 21:4520002 22:0000000 22:0000000 22:1500000 22:1500000 22:3010001 22:3000000 22:4500000 22:4510001 23:0000000 23:0000000 23:1500000 23:1520002 23:3000000 23:3010001 23:4500000 23:4500000 TOTAL 243 139 33 0 415 246 149 27 0 422 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 City: Location: Date: Count Type: Pass Veh Large 2 Axle 3 Axle 4+ Axle Total Pass Veh Large 2 Axle 3 Axle 4+ Axle Total 0:0000000 0:0000000 0:1500101 0:1510001 0:3010001 0:3000000 0:4500000 0:4500000 1:0000000 1:0000000 1:1500000 1:1500000 1:3000000 1:3000000 1:4500000 1:4500000 2:0010001 2:0000000 2:1520002 2:1510001 2:3000000 2:3000000 2:4570007 2:4510001 3:0030003 3:0002002 3:1530104 3:1510102 3:3090009 3:3000101 3:451604020 3:4503003 4:001512018 4:0000000 4:1500101 4:1501001 4:3011204 4:3041207 4:4500000 4:4530104 5:0010001 5:0020002 5:1520204 5:1521104 5:3001102 5:3011002 5:4500101 5:4500202 6:0000202 6:0001102 6:1500303 6:1501102 6:3011002 6:3010102 6:4510001 6:4510102 7:0030508 7:0000202 7:1510001 7:1500101 7:3000202 7:3010203 7:4531105 7:4502103 8:0050005 8:0000101 8:151620119 8:1521003 8:302420026 8:3021104 8:452810029 8:4520002 9:0030003 9:0010320042 9:1530003 9:1516580074 9:3030003 9:301240016 9:4540004 9:4540004 10:0051006 10:00740011 10:1520002 10:1550005 10:3031004 10:3001001 10:4522105 10:4541106 11:0021003 11:0021003 11:1510001 11:1510001 11:3000000 11:3020002 11:4530003 11:4521003 Exiting Palm Springs 650 N Commercial Rd - TOTAL Wednesday, January 10, 2024 Classified Driveway Count Entering Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 City: Location: Date: Count Type: Pass Veh Large 2 Axle 3 Axle 4+ Axle Total Pass Veh Large 2 Axle 3 Axle 4+ Axle Total Exiting Palm Springs 650 N Commercial Rd - TOTAL Wednesday, January 10, 2024 Classified Driveway Count Entering 12:0052007 12:0051006 12:1520002 12:1530003 12:3030003 12:3040004 12:4531004 12:4520002 13:0030003 13:0040004 13:1510001 13:1500000 13:3011002 13:3030003 13:4510001 13:4500000 14:0010001 14:0010001 14:1500000 14:1510001 14:3021003 14:3010001 14:4510001 14:4511002 15:0010001 15:0020002 15:1500000 15:1510001 15:3013004 15:3010001 15:4531004 15:4540004 16:0021003 16:0021003 16:1501001 16:1510001 16:3042006 16:3032005 16:45730010 16:4530003 17:001100011 17:0031004 17:151110012 17:15460010 17:3000000 17:3043007 17:4520002 17:4521003 18:0007007 18:0001001 18:1505005 18:1541005 18:30190010 18:3041005 18:452160018 18:4553008 19:0008008 19:001000010 19:15190010 19:1560107 19:3025007 19:3080109 19:4514005 19:4560107 20:0017008 20:0041207 20:1505005 20:1570209 20:3015006 20:3020002 20:4513004 20:4550005 21:0011002 21:0070007 21:1500000 21:1540004 21:3000000 21:3010001 21:4501001 21:4500000 22:0000000 22:0010001 22:1500000 22:1500000 22:3010001 22:3000000 22:4500000 22:4500000 23:0000000 23:0040004 23:1500000 23:1510001 23:3000000 23:3000000 23:4500000 23:4500000 TOTAL 231 137 29 1 398 224 140 28 0 392 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 City: Location: Date: Count Type: Pass Veh Large 2 Axle 3 Axle 4+ Axle Total Pass Veh Large 2 Axle 3 Axle 4+ Axle Total 0:0000000 0:0000000 0:1500000 0:1500000 0:3000000 0:3010001 0:4510001 0:4500000 1:0000000 1:0000000 1:1500000 1:1510001 1:3000000 1:3010001 1:4500000 1:4500000 2:0000000 2:0000000 2:1500000 2:1500000 2:3000000 2:3000000 2:4550005 2:4500000 3:0000000 3:0002002 3:1520002 3:1510001 3:3040105 3:3011002 3:451502017 3:4503003 4:002102023 4:0001001 4:15901010 4:1500000 4:3010001 4:3000000 4:4500000 4:4520002 5:0000303 5:0002002 5:1520002 5:1510001 5:3000101 5:3041106 5:4510203 5:4501102 6:0000202 6:0001001 6:1521104 6:1501102 6:3010203 6:3011103 6:4530104 6:4510001 7:0000101 7:0010102 7:1521104 7:1501203 7:3021205 7:3010304 7:4542107 7:4514106 8:0042107 8:0003003 8:1562008 8:1501001 8:302400024 8:3022004 8:452620028 8:4570108 9:00 10 0 0 0 10 9:00 11 26 0 0 37 9:15 11 2 0 0 13 9:15 12 52 0 0 64 9:3030003 9:3018160034 9:4530003 9:451130014 10:0041005 10:0041106 10:1510001 10:1541005 10:3022105 10:3021003 10:4522004 10:4541005 11:0050005 11:0020002 11:1550106 11:1561007 11:3051006 11:3040004 11:4530003 11:4530003 Exiting Palm Springs 650 N Commercial Rd - TOTAL Thursday, January 11, 2024 Classified Driveway Count Entering Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 City: Location: Date: Count Type: Pass Veh Large 2 Axle 3 Axle 4+ Axle Total Pass Veh Large 2 Axle 3 Axle 4+ Axle Total Exiting Palm Springs 650 N Commercial Rd - TOTAL Thursday, January 11, 2024 Classified Driveway Count Entering 12:0010001 12:0031004 12:1540004 12:1501001 12:3011002 12:3050005 12:4510001 12:4501001 13:0010001 13:0000000 13:1500000 13:1510001 13:3020002 13:3010001 13:4510001 13:4530003 14:0010001 14:0010001 14:1520002 14:1510001 14:3010001 14:3030003 14:4500000 14:4530003 15:0010001 15:0010001 15:1512003 15:1520002 15:3011002 15:3030003 15:4511002 15:4510001 16:0001001 16:0010001 16:1531004 16:1501001 16:3062008 16:3071008 16:4535008 16:4513004 17:0002002 17:0001001 17:1518009 17:1524006 17:3012003 17:3045009 17:4510001 17:4533006 18:0015006 18:0011002 18:1505005 18:1520002 18:3026008 18:3010001 18:452160018 18:4560006 19:000100010 19:0052007 19:1516007 19:15901010 19:3006107 19:3030003 19:4505005 19:4560208 20:00190010 20:0071109 20:1506006 20:1560107 20:3027009 20:301001011 20:4504004 20:4560208 21:0003003 21:0070007 21:1513004 21:1540004 21:3002002 21:3030003 21:4501001 21:4500000 22:0004004 22:0020002 22:1512003 22:1530003 22:3011002 22:3050005 22:4500000 22:4500000 23:0000000 23:0000000 23:1500000 23:1510001 23:3000000 23:3010001 23:4500000 23:4510001 TOTAL 235 146 27 0 408 242 152 21 0 415 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 15775-02 TG Memo ATTACHMENT B: CITY SCOPE FORM City of Palm Springs TIA Guidelines July 2020 1 Project Scoping Form This scoping form shall be submitted to the City of Palm Springs to assist in identifying infrastructure improvements that may be required to support traffic from the proposed project. Project Identification: Case Number: Related Cases: SP No. EIR No. GPA No. CZ No. Project Name: Project Address: Project Opening Year: Project Description: Consultant:Developer: Name: Address: Telephone: Fax/Email: Trip Generation Information: Trip Generation Data Source: Current General Plan Land Use: Proposed General Plan Land Use: Current Zoning: Proposed Zoning: UPS Palm Springs 650 Commerical Road, Palm Springs, CA Project was constructed late 1975 - 1976. Facility opened in 1976 Existing UPS Facility providing package delivery and distribution for the local community. The facility does not store packages - all packages are distributed daily. Urban Crossroads - Charlene So 1133 Camelback St. #8329 Newport Beach, CA 92658 949-861-0177 cso@urbanxroads.com Valacal Company 55 Glenlake Parkway Atlanta, GA see attached memo Industrial Industrial M1P M1P City of Palm Springs TIA Guidelines July 2020 2 Existing Trip Generation Proposed Trip Generation In Out Total In Out Total AM Trips PM Trips Trip Internalization: Yes No ( % Trip Discount) Pass-By Allowance: Yes No ( % Trip Discount) Potential Screening Checks Is your project screened from specific analyses (see Page 11 of the guidelines related to LOS assessment and Pages 24-26). Is the project screened from LOS assessment? Yes No LOS screening justification (see Page 11 of the guidelines): Is the project screened from VMT assessment? Yes No VMT screening justification (see Pages 24-26 of the guidelines): (PCE)(PCE) Net Increase Only 72 14 86 9 2 11 38 26 64 5 3 8 4 4 4 4 Project generates a net increase of less than 100 peak hour trips and would contribute fewer than 50 net new trips to off-site intersections. Project type screening is met (<110 net new trips per day). ATTACHMENT F LICHA Construction Inc. 124 N. First Avenue, Suite 200 T: 626-447-2500 Arcadia, CA 91006-3202 F: 626-447-2501 Construction Management Plan for UPS Project by Licha Construction Introduction Licha Construction is committed to delivering the UPS Palm Springs project with excellence, ensuring minimal disruption to ongoing operations while adhering to timelines and budget constraints. This plan outlines the strategies and procedures Licha Construction will implement to manage the construction activities efficiently, ensuring safety, quality, and communication throughout the project duration. Project Overview The project involves multiple construction activities, including site grading, parking lot refurbishment, installation of a stormwater treatment retention basin, and expansion of the existing building. These activities are crucial for enhancing UPS's operational capacity and sustainability. Given the nature of the project, a comprehensive management plan is essential to coordinate tasks, manage resources, and maintain clear communication with UPS and all stakeholders. Timeline and Phasing The project is scheduled to commence in January 2025. The initial phase however, will involve the preparation of the remote parking lot which will commence in November, 2024; which UPS will lease to continue its operations without interruption. This preparatory work is critical to ensure UPS's shipping activities remain unaffe cted during the main construction phases which will be displaced by the required on-site operations. Please note that the remote lot location has yet to be determined. Following the setup of the remote parking facility, site grading will begin. This phase involves leveling and preparing the ground for subsequent construction activities. Site grading is expected to take approximately one month, depending on weather conditions and site-specific challenges. Once the site grading is completed, the focus will shift to the underground utilities (stormwater and electrical) and refurbishing the parking lot. This will include resurfacing, re-striping, and improving the overall layout to enhance traffic flow, safety and parking efficiency. This process is anticipated to take nine weeks. Concurrently, construction of the stormwater treatment retention basin will commence. This installation is a crucial component, designed to manage runoff. The basin construction will span approximately two months including the necessary landscaping. License No. CA 102147 HI 30286 NV 0082712 www.LichaConstruction.com The final phase involves the expansion of the existing building. This will be a significant undertaking given that UPS will continue to operate and service the city of Palm Springs. This build will require coordination with multiple trades and close coordination with on-site UPS operations management. The expansion will include consolidated distribution space, fire sprinklers and minor ADA upgrades in order to provide for UPS's growing operational needs and those of the expanding city. This phase is projected to last two months, with careful planning to ensure integration with the existing structure and minimal disruption to ongoing operations. Logistics and Coordination Effective logistics management is crucial for the success of this project. Licha Construction will establish a site office to coordinate daily activities and serve as a communication hub. Regular meetings with UPS representatives will be scheduled to review progress, address any concerns, and make necessary adjustments to the plan. To mitigate the impact on UPS operations, deliveries of construction materials and equipment will be scheduled during off-peak hours (usually midday). This strategy will minimize congestion and ensure smooth operation of UPS's logistics activities. Additionally, Licha Construction will employ traffic management personnel to direct vehicles and maintain safe access to the site. Safety and Quality Control Safety is a top priority for Licha Construction. A comprehensive safety plan will be implemented, including regular training sessions for all personnel, routine safety inspections, and strict adherence to OSHA regulations. Safety officers will be present on-site to monitor compliance and address any issues promptly. Quality control measures will be embedded throughout the construction process. Licha Construction will employ a dedicated quality assurance team to oversee all aspects of the project. Regular inspections and testing will be conducted to ensure that all work meets the highest standards of quality and complies with project specifications. Environmental Considerations The installation of the stormwater treatment retention basin highlights the project's commitment to environmental stewardship. This basin will effectively manage stormwater runoff and reduce the risk of flooding. Additionally, all construction activities will adhere to environmental regulations, with efforts to minimize dust, noise, and waste. Communication and Reporting Clear and consistent communication is essential for the success of this project. Licha Construction will maintain an open line of communication with UPS and the City of Palm Springs building inspector through regular updates and progress reports. A project management software will be utilized to track milestones, manage documentation, and facilitate real-time communication among all stakeholders. Weekly progress meetings will be held with UPS to review the status of the project, discuss upcoming activities, and address any concerns. These meetings will ensure that UPS is fully informed and involved in the decision- making process, fostering a collaborative working relationship. Conclusion Licha Construction is dedicated to delivering a successful project for UPS in Palm Springs. Through meticulous planning, effective coordination, and a commitment to safety and quality, we will ensure that the construction activities are completed on time, within budget, and to the highest standards. By maintaining clear communication and minimizing disruptions to UPS operations, we aim to achieve a seamless construction experience that enhances UPS's operational capabilities and sustainability.