2. The documents and materials that constitute the record of proceedings on which this Resolution has been based are located at the Community Development Department – Planning Division, 29844 Haun Road, Menifee, CA 92586. This information is provided in compliance with Public Resources Code section 21081.6.
PASSED, APPROVED AND ADOPTED this 6th day of November 2024. _________________________
Bill Zimmerman, Mayor
Attest:
______________________________
Stephanie Roseen, Acting City Clerk
Approved as to form:
______________________________
Jeffrey T. Melching, City Attorney
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 866
Menifee Mayor and City Council November 20, 2024 Page 1712 of 2294 Appeal Letter B
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 867
Menifee Mayor and City Council November 20, 2024 Page 1713 of 2294 1 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 868
Menifee Mayor and City Council November 20, 2024 Page 1714 of 2294 2 3
4 5
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 869
Menifee Mayor and City Council November 20, 2024 Page 1715 of 2294 Cont.
5 6
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 870
Menifee Mayor and City Council November 20, 2024 Page 1716 of 2294 7 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 871
Menifee Mayor and City Council November 20, 2024 Page 1717 of 2294 8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 872
Menifee Mayor and City Council November 20, 2024 Page 1718 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 873
Menifee Mayor and City Council November 20, 2024 Page 1719 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 874
Menifee Mayor and City Council November 20, 2024 Page 1720 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 875
Menifee Mayor and City Council November 20, 2024 Page 1721 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 876
Menifee Mayor and City Council November 20, 2024 Page 1722 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 877
Menifee Mayor and City Council November 20, 2024 Page 1723 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 878
Menifee Mayor and City Council November 20, 2024 Page 1724 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 879
Menifee Mayor and City Council November 20, 2024 Page 1725 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 880
Menifee Mayor and City Council November 20, 2024 Page 1726 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 881
Menifee Mayor and City Council November 20, 2024 Page 1727 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 882
Menifee Mayor and City Council November 20, 2024 Page 1728 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 883
Menifee Mayor and City Council November 20, 2024 Page 1729 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 884
Menifee Mayor and City Council November 20, 2024 Page 1730 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 885
Menifee Mayor and City Council November 20, 2024 Page 1731 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 886
Menifee Mayor and City Council November 20, 2024 Page 1732 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 887
Menifee Mayor and City Council November 20, 2024 Page 1733 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 888
Menifee Mayor and City Council November 20, 2024 Page 1734 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 889
Menifee Mayor and City Council November 20, 2024 Page 1735 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 890
Menifee Mayor and City Council November 20, 2024 Page 1736 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 891
Menifee Mayor and City Council November 20, 2024 Page 1737 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 892
Menifee Mayor and City Council November 20, 2024 Page 1738 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 893
Menifee Mayor and City Council November 20, 2024 Page 1739 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 894
Menifee Mayor and City Council November 20, 2024 Page 1740 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 895
Menifee Mayor and City Council November 20, 2024 Page 1741 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 896
Menifee Mayor and City Council November 20, 2024 Page 1742 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 897
Menifee Mayor and City Council November 20, 2024 Page 1743 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 898
Menifee Mayor and City Council November 20, 2024 Page 1744 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 899
Menifee Mayor and City Council November 20, 2024 Page 1745 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 900
Menifee Mayor and City Council November 20, 2024 Page 1746 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 901
Menifee Mayor and City Council November 20, 2024 Page 1747 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 902
Menifee Mayor and City Council November 20, 2024 Page 1748 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 903
Menifee Mayor and City Council November 20, 2024 Page 1749 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 904
Menifee Mayor and City Council November 20, 2024 Page 1750 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 905
Menifee Mayor and City Council November 20, 2024 Page 1751 of 2294 Cont.
8 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 906
Menifee Mayor and City Council November 20, 2024 Page 1752 of 2294 9 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 907
Menifee Mayor and City Council November 20, 2024 Page 1753 of 2294 City of Menifee
CADO Menifee Industrial Warehouse Project
Golden State Environmental Justice Alliance Appeal Comments and Responses B-1 This comment summarizes Golden State Environmental Justice Alliance (GSEJA)’s reasons for their appeal letter, requesting that a new EIR be prepared due to the deficiencies of the EIR and potential health concerns to the City of Menifee’s citizens. Refer to Response to Comment B-6 below for further information.
B-2 GSEJA’s opinion that the City of Menifee Planning Commission did not adequately investigate or mitigate the impacts of this Project is noted. CEQA does not require adoption of every imaginable mitigation measure. CEQA’s requirement applies only to feasible mitigation that will “substantially lessen” a project’s significant effects (Public Resources Code Section 21002). As explained by one court: A lead agency's “duty to condition project approval on incorporation of feasible mitigation measures only exists when such measures would [avoid or] ‘substantially lessen’ a significant environmental effect.” (San Franciscans for Reasonable Growth v. City and County of San Francisco (1989) 209 Cal.App.3d 1502, 1519.) “Thus, the agency need not, under CEQA, adopt every nickel and dime mitigation scheme brought to its attention or proposed in the project EIR.” (Ibid.) Rather, an EIR should focus on mitigation measures that are feasible, practical, and effective (Napa Citizens for Honest Government v. Napa County Board of Supervisors (2001) 91 Cal.App.4th 342, 365.). As disclosed in the EIR and supported by substantial evidence in the record, the Project’s EIR includes all feasible mitigation measures that are capable of substantially reducing the Project’s environmental impacts and therefore, the City of Menifee Planning Commission’s approval considered these factors. Lastly, GSEJA fails to provide any evidence supporting their claim that the Project’s EIR did not sufficiently analyze all environmental impacts, per Appendix G Environmental Checklist Form, to the CEQA Guidelines.
B-3 GSEJA’s opinion of the City of Menifee Planning Commission’s understanding of the CEQA is noted. No further response is warranted.
B-4 This comment lists bullet points summarizing GSEJA’s understanding of the purpose of CEQA. No further response is warranted.
B-5 The City agrees that environmental justice is an important topic but GSEJA continues to fail to understand that CEQA does not require consideration of potential implications to environmental justice or socioeconomics as a specific resource. Furthermore, “environmental justice” is not listed within the “Environmental Factors Potentially Affected” in Appendix G, Environmental Checklist Form, to the CEQA Guidelines. Nonetheless, CalEnviroScreen was discussed in Draft EIR Appendix B, Health Risk Assessment (HRA) and the results of the HRA were summarized in Impact
4.2-3 of Draft EIR Section 4.2, Air Quality pertaining to the Project’s impacts to sensitive receptors.
An example of the Project’s commitment to reduce health risk to nearby sensitive receptors is further discussed in Draft EIR Section 4.2 (page 4.2-34). The Project’s implementation of Mitigation Measure (MM) HRA-1 would require that the Project use Tier 4 construction equipment or incorporation of CARB Level 3 Verified Diesel Emission Control Strategy (VDECS) Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 908
Menifee Mayor and City Council November 20, 2024 Page 1754 of 2294 which would reduce cancer risk to 1.8 in one million, which is well below SCAQMD threshold of 10 in one million.
B-6 The commenter provides a table of data from CalEnviroscreen for Census Tract 6065042731.
Although the CalEnviroscreen scores are based on 21 indicators, the table only provides data on the worst 12 indicators which gives the false impression that the area is disproportionately impacted (note that the table does show that the Pollution Burden Percentile is only 45%). As discussed in Appendix B2 (Health Risk Assessment), CalEnviroScreen and the environmental justice factors are disclosed on pages 11-12. CEQA does not require consideration of potential implications to environmental justice or socioeconomics as a specific resource, further, environmental justice is not listed within the “Environmental Factors Potentially Affected” in Appendix G, Environmental Checklist Form, to the CEQA Guidelines. Furthermore, as discussed within the Draft EIR, the proposed Project would not result in significant and unavoidable air quality impacts. Localized air quality impacts would be less than significant. Therefore, even if the topic of environmental justice was a required topic within the “Environmental Factors Potentially Affected” in Appendix G, Environmental Checklist Form, there would not be impacts to local residents as a result of approval of the proposed Project. Therefore, there are no significant impacts to local residents as a result of approval of the proposed Project. This comment is noted and will be provided to the decision makers for review and consideration. Because the comment does not raise a substantive issue on the content of the Draft EIR, no further response is warranted.
B-7 This is a conclusion comment suggesting that the EIR is flawed and new EIR must be prepared and recirculated. This letter did not provide any substantial or factual evidence that supports GSEJA’s claim that the EIR is “flawed” or inadequate document. GSEJA also did not provide any evidence suggesting that the responses provided to the commenter’s April 26, 2024 letter submitted during the Project’s public review period of the Draft EIR were insufficient in addressing their previous concerns. The City urges GSEJA review the City’s responses to GSEJA’s letter in the FEIR.
B-8 This is a copy of GSEJA’s letter submitted during the Project’s public review period of the Draft EIR. No additional comments were made, and the City suggests that the comment refer back to the City’s responses to their letter for further explanation and clarity.
B-9 This is a receipt of GSEJA’s appeal fee. No further comment is warranted.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 909
Menifee Mayor and City Council November 20, 2024 Page 1755 of 2294 EXHIBIT “A”
CONDITIONS OF APPROVAL
Planning Application No.: Plot Plan No. PLN 21-0370 and Tentative Parcel Map No. PLN 22-0041 (“CADO Menifee Industrial Warehouse Project”)
Project Description: Plot Plan No. No. PLN 21-0370 proposes a 700,037 square foot warehouse/industrial building with 10,000 square feet of office space and 690,037 square feet of warehouse space on a 36.8 net acre (40.03 gross acre) site. The project will provide a total of 499 vehicular parking stalls and 245 trailer stalls. There will be three (3) points of access on Byers Road and two (2) points of access on Wheat Street.
Tentative Parcel Map No. PLN 22-0041 (TPM 38139) proposes to consolidate 8 parcels into one (1) industrial parcel. The Project site is approximately 40.03 gross acres and 36.81 net acres.
The project site is located north of Corsica Lane, south of Kuffel Road, east of Wheat Street and west of Byers Road.
State Clearinghouse No.: 2022040622
Assessor's Parcel No.: 330-190-002 through -005 and -010 through -013 MSHCP Category: Non-residential (Industrial)
DIF Category: Industrial
TUMF Category: Determined by Western Riverside Council of Governments (WRCOG)
Quimby Category: N/A
Approval Date: August 14, 2024
Expiration Date: August 14, 2027
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 910
Menifee Mayor and City Council November 20, 2024 Page 1756 of 2294 Section I: Community Development Department Conditions
of Approval
Section II: Engineering/Grading/Transportation Conditions of Approval
Section III: Building and Safety Department Conditions of Approval
Section IV: Riverside County Fire Department Conditions of Approval
Section V: Riverside County Environmental Health
Conditions of Approval
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 911
Menifee Mayor and City Council November 20, 2024 Page 1757 of 2294 Section I:
Community Development Department
Conditions of Approval
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 912
Menifee Mayor and City Council November 20, 2024 Page 1758 of 2294
GENERAL CONDITIONS
1. Indemnification. Within 48 hours of project approval, the Applicant/developer shall submit the necessary agreements to indemnify, defend, and hold harmless the City of Menifee and its elected city council, appointed boards, commissions, committees, officials, employees, volunteers, contractors, consultants, and agents from and against any and all claims, liabilities, losses, fines, penalties, and expenses, including without limitation litigation expenses and attorney’s fees, arising out of either the City’s approval of the Project or actions related to the Property or the acts, omissions, or operations of the applicant/developer and its directors, officers, members, partners, employees, agents, contractors, and subcontractors of each person or entity comprising the applicant/developer with respect to the ownership, planning, design, construction, and maintenance of the Project and the Property for which the Project is being approved.
2. Filing Notice of Determination. Within 48 hours of project approval, the Planning Division will determine the appropriate fees for the Notice of Determination (NOD) filing and request the payment of fees to the City of Menifee in the form of a check or cash.
Upon receipt of payment, the Planning Division will file the NOD with the relevant agencies as required under Public Resources Code, California Code of Regulations and California Fish and Game Code.
3. Exhibits. The project shall be constructed as approved by the Planning Commission on August 14, 2024, and as shown in Attachment No. 1 in the accompanying staff report.
Any subsequent changes shall be processed per Menifee Municipal Code Section
9.30.120 Modifications to Previously Approved Permits.
4. Mitigation Monitoring. The applicant shall comply with, prepare and submit a written report to the Community Development Director demonstrating compliance with those conditions of approval and mitigation measures of this Project which must be satisfied prior to the issuance of a grading permit for review and approval. The Community Development Director may require inspection or other monitoring to ensure such compliance.
5. Ninety (90) Days. The applicant has ninety (90) days from the date of approval of these conditions to protest, in accordance with the procedures set forth in Government Code Section 66020, the imposition of any and all fees, dedications, reservations and/or other exactions imposed on this project as a result of this approval or conditional approval of this project.
6. Subsequent Submittals. Any subsequent submittals required by these Conditions of Approval, including but not limited to grading plan, building plan or mitigation monitoring review shall include appropriate fees paid as may be in effect at the time of submittal, as required by Resolution No. 24-1423 (Cost of Services Fee Study), or any successor thereto. Each submittal shall be accompanied with a letter clearly indicating which condition or conditions the submittal is intended to comply with.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 913
Menifee Mayor and City Council November 20, 2024 Page 1759 of 2294
7. Expiration Date. This approval shall become null and void three (3) years from the date of approval, unless the appropriate permits have been obtained and construction, defined as permit obtainment, commencement of construction of the primary building on site, and successful completion of the first Building and Safety Division inspection, or an extension of time application has been submitted to the Planning Division prior to the expiration date. Extensions may be granted per Menifee Municipal Code.
8. Place of Sale. The General Contractor/Developer is requiring that all contractors and subcontractors on the site direct local tax to the City of Menifee wherever possible. This direction will not increase the contractor’s tax liability; however, it will increase the percentage amount of tax revenue the City will receive. The Developer is requiring the contractors and subcontractors work together with City officials and consultants to achieve an equitable outcome.
The Developer will require the contractors and subcontractors to exercise their option to obtain a California Department of Tax & Fee Administration sub-permit for the job site and allocate all eligible use tax payments to the City of Menifee. This condition applies to only those contractors/sub-contractors with individual contracts over $5 million. Prior to any construction on-site, the developer will require the contractor and subcontractor to provide the City of Menifee with either a copy of their sub-permit that shows their CDTFA account number or a signed statement that sales and use tax does not apply to their portion of the project. The Developer/Contractor will provide the City/County and their consultant with a list of subcontractors associated with the project.
9. Modifications or Revisions. The applicant shall obtain City approval for any modifications or revisions to the approval of this project pursuant to Menifee Municipal Code Section 9.30.120 (Modifications to Previously Approved Permits), and such requests.
10. Comply with Ordinances. This project shall comply with the applicable standards of the City of Menifee Development Code, City of Menifee Municipal Code, City of Menifee Design Guidelines and all other applicable ordinances and State and Federal codes and regulations.
11. Map Act Compliance. This land division shall comply with the State of California Subdivision Map Act and to all requirements of Title 7 of the City of Menifee Municipal Code, unless modified by the conditions listed herein.
12. Causes for Revocation. In the event the use hereby permitted under this permit, a) is found to be in violation of the terms and conditions of this permit, b) is found to have been obtained by fraud or perjured testimony, or c) is found to be detrimental to the public health, safety or general welfare, or is a public nuisance, this permit may be subject to the City’s authority to initiate applicable permit revocation procedures.
13. Reclaimed Water. The permittee shall connect to a reclaimed water supply for landscape watering purposes if secondary reclaimed water is available to the site at the time of grading permit issuance or as required by Eastern Municipal Water District.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 914
Menifee Mayor and City Council November 20, 2024 Page 1760 of 2294
14. Outside Lighting. Any outside lighting shall be hooded and directed so as not to shine directly upon adjoining property or public rights-of-way and so as to prevent either the spillage of lumens or reflection into the sky.
15. Phases. Construction of this project may be done progressively in phases provided a phasing map is submitted with appropriate fees to the Planning Division and approved prior to issuance of any building permits.
16. Development Impact Fees. The applicant shall pay all applicable development impact fees including but not limited to Development Impact (DIF), Multi-Species Habitat Conservation Plan (MSHCP), Quimby, Stephen’s Kangaroo Rat (KRAT), School Fees, Transportation Uniform Mitigation Fee (TUMF), Road and Bridge Benefit District (RBBD), and Area Drainage Plan (ADP).
17. Outside Agencies. The applicant shall comply with all comments and conditions of approval from any responsible agencies as shown in the attached letters from associated agencies.
18. Anti-Graffiti Coating. An anti-graffiti coating shall be provided on all block walls constructed as part of any phase of the Project, and written verification from the developer shall be provided to the Community Development Department.
19. Property Maintenance. All parkways, entryway medians, on-site and off-site landscaping, walls, fencing, recreational facilities, basins, and on-site lighting shall be maintained by the owner or private entity or the City of Menifee Community Facilities District (CFD).
All landscaping and similar improvements not properly maintained by a property owners association, individual property owners, or the common area maintenance director must be annexed into a Lighting and Landscape District, or other mechanism as determined by the City of Menifee.
The land divider, or any successor-in-interest to the land divider, shall be responsible for maintenance and upkeep of all slopes, landscaped areas and irrigation systems within the land division until such time as those operations are the responsibility of a property owner’s association, or any other successor-in-interest.
The owners of each individual lot shall be responsible for maintaining all landscaping between the curb of the street and the proposed sidewalk and side yard landscaping between the curb of the street and proposed fencing, unless the landscaping is included within a separate common lot maintained by an HOA or other entity acceptable to the City of Menifee.
20. Business Registration. Every person conducting a business within the City of Menifee, as defined in Menifee Municipal Code, Chapter 5.01, shall obtain a business license.
For more information regarding business registration, contact the Finance Department.
21. Cold Storage Prohibited. Per the Environmental Impact Report Mitigation, Monitoring and Reporting Plan, prior to the issuance of building permits and prior to issuance of tenant occupancy permits, the City of Menifee Community Development Department shall confirm that the Project does not include cold storage equipment for warehousing Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 915
Menifee Mayor and City Council November 20, 2024 Page 1761 of 2294 purposes. Cold storage was not included in the Environmental Impact Report and is therefore prohibited.
22. Loading Areas. Loading and/or unloading of goods/supplies shall occur in designated loading areas as shown on the approved exhibits. No loading or unloading is allowed within drive aisles, parking areas, or on adjacent public streets. Loading areas shall be kept free of debris and clean throughout the life of this plot plan.
23. Outdoor Storage. No outdoor storage is allowed unless otherwise approved as part of the project.
24. Screening. Sliding gates into loading areas visible from the street shall be constructed with wrought iron or tubular steel and perforated metal screening or equivalent durable material. The gate shall be painted to complement adjacent walls.
25. Sound Dampening. The design of dock-high loading doors shall minimize noise through installation of devices such as rubber seals and/or other sound-dampening features, and shall be included on the tenant improvement building permit plans.
Landscaping
26. Interim Landscaping. Graded but undeveloped land shall be maintained in a condition so as to prevent a dust and/or blow sand nuisance and shall be either planted with interim landscaping or provided with other wind and water erosion control measures as approved by the Community Development Department and the South Coast Air Quality Management District (SCAQMD).
27. Landscape Plans. All landscaping plans shall be prepared in accordance with the City’s Water Efficient Landscape Ordinance. Such plans shall be reviewed and approved by the Community Development Department, and the appropriate maintenance authority.
Archeology
28. Human Remains. If human remains are encountered, State Health and Safety Code Section 7050.5 states that no further disturbance shall occur until the Riverside County Coroner has made the necessary findings as to origin. Further, pursuant to Public Resource Code Section 5097.98(b) remains shall be left in place and free from disturbance until a final decision as to the treatment and disposition has been made. If the Riverside County Coroner determines the remains to be Native American, the Native American Heritage Commission shall be contacted within the period specified by law (24 hours). Subsequently, the Native American Heritage Commission shall identify the "most likely descendant." The most likely descendant shall then make recommendations and engage in consultation concerning the treatment of the remains as provided in Public Resources Code Section 5097.98.
29. Non-Disclosure of Location Reburials. It is understood by all parties that unless otherwise required by law, the site of any reburial of Native American human remains or associated grave goods shall not be disclosed and shall not be governed by public disclosure requirements of the California Public Records Act. The Coroner, parties, and Lead Agencies, will be asked to withhold public disclosure information related to such Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 916
Menifee Mayor and City Council November 20, 2024 Page 1762 of 2294 reburial, pursuant to the specific exemption set forth in California Government Code 6254 (r).
30. Inadvertent Archeological Find. If during ground disturbance activities, unique cultural resources are discovered that were not assessed by the archaeological report(s) and/or environmental assessment conducted prior to project approval, the following procedures shall be followed. Unique cultural resources are defined, for this condition only, as being multiple artifacts in close association with each other, but may include fewer artifacts if the area of the find is determined to be of significance due to its sacred or cultural importance as determined in consultation with the Native American Tribe(s). a. All ground disturbance activities within 100 feet of the discovered cultural resources shall be halted until a meeting is convened between the developer, the archaeologist, the tribal representative(s) and the Community Development Director to discuss the significance of the find.
b. At the meeting, the significance of the discoveries shall be discussed and after consultation with the tribal representative(s) and the archaeologist, a decision shall be made, with the concurrence of the Community Development Director, as to the appropriate mitigation (documentation, recovery, avoidance, etc.) for the cultural resources.
c. Grading of further ground disturbance shall not resume within the area of the discovery until an agreement has been reached by all parties as to the appropriate mitigation. Work shall be allowed to continue outside of the buffer area and will be monitored by additional Tribal monitors if needed. d. Treatment and avoidance of the newly discovered resources shall be consistent with the Cultural Resources Management Plan and Monitoring Agreements entered into with the appropriate tribes. This may include avoidance of the cultural resources through project design, in-place preservation of cultural resources located in native soils and/or re-burial on the Project property so they are not subject to further disturbance in perpetuity as identified in NonDisclosure of Reburial Condition. e. Pursuant to Calif. Pub. Res. Code § 21083.2(b) avoidance is the preferred method of preservation for archaeological resources and cultural resources. If the landowner and the Tribe(s) cannot agree on the significance or the mitigation for the archaeological or cultural resources, these issues will be presented to the City Community Development Director for decision. The City Community Development Director shall make the determination based on the provisions of the California Environmental Quality Act with respect to archaeological resources, recommendations of the project archeologist and shall take into account the cultural and religious principles and practices of the Tribe. Notwithstanding any other rights available under the law, the decision of the City Community Development Director shall be appealable to the City Planning Commission and/or City Council.
31. Cultural Resources Disposition. In the event that Native American cultural resources are discovered during the course of ground disturbing activities (inadvertent discoveries), the following procedures shall be carried out for final disposition of the discoveries:
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 917
Menifee Mayor and City Council November 20, 2024 Page 1763 of 2294 a. One or more of the following treatments, in order of preference, shall be employed with the tribes. Evidence of such shall be provided to the City of Menifee Community Development Department:
i. Preservation-In-Place of the cultural resources, if feasible. Preservation in place means avoiding the resources, leaving them in the place where they were found with no development affecting the integrity of the resources.
ii. Reburial of the resources on the Project property. The measures for reburial shall include, at least, the following: Measures and provisions to protect the future reburial area from any future impacts in perpetuity.
Reburial shall not occur until all legally required cataloging and basic recordation have been completed, with an exception that sacred items, burial goods and Native American human remains are excluded. Any reburial process shall be culturally appropriate. Listing of contents and location of the reburial shall be included in the confidential Phase IV report. The Phase IV Report shall be filed with the City under a confidential cover and not subject to Public Records Request. iii. If preservation in place or reburial is not feasible then the resources shall be curated in a culturally appropriate manner at a Riverside County curation facility that meets State Resources Department Office of Historic Preservation Guidelines for the Curation of Archaeological Resources ensuring access and use pursuant to the Guidelines. The collection and associated records shall be transferred, including title, and are to be accompanied by payment of the fees necessary for permanent curation.
Evidence of curation in the form of a letter from the curation facility stating that subject archaeological materials have been received and that all fees have been paid, shall be provided by the landowner to the City.
There shall be no destructive or invasive testing on sacred items, items of Native American Cultural Patrimony, burial goods and Native American human remains. Results concerning finds of any inadvertent discoveries shall be included in the Phase IV monitoring report.
Paleontology
32. Inadvertent Paleontological Find. In the event that fossils or fossil-bearing deposits are discovered during construction, excavations within fifty (50) feet of the find shall be temporarily halted or diverted. The contractor shall notify a qualified paleontologist to examine the discovery. The paleontologist shall document the discovery as needed in accordance with Society of Vertebrate Paleontology standards, evaluate the potential resource, and assess the significance of the find under the criteria set forth in CEQA Guidelines Section 15064.5. The paleontologist shall notify the Community Development Department to determine procedures that would be followed before construction is allowed to resume at the location of the find. If in consultation with the paleontologist, the Project proponent determines that avoidance is not feasible, the paleontologist shall prepare an excavation plan for mitigating the effect of the Project on the qualities that make the resource important. The plan shall be submitted to the Community Development Department for review and approval and the Project proponent shall implement the approval plan.
PRIOR TO ISSUANCE OF GRADING PERMIT
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 918
Menifee Mayor and City Council November 20, 2024 Page 1764 of 2294
33. Processing Fees. Prior to issuance of building permits, the Planning Division shall determine if any deposit-based fees for the project are in a negative balance. If so, any outstanding fees shall be paid by the applicant.
34. Development Impact Fees. The applicant shall pay all applicable development impact fees including but not limited to Development Impact Fee (DIF), Multi-Species Habitat Conservation Plan (MSHCP), Quimby, Stephen’s Kangaroo Rat (KRAT), School Fees (Perris Union High School District, and Romoland School District), Transportation Uniform Mitigation Fee (TUMF), Road and Bridge Benefit District (RBBD), and Area Drainage Plan (ADP).
35. Mitigation Monitoring. The applicant shall prepare and submit a written report to the Community Development Director or review and approval demonstrating compliance with the standard conditions of approval and mitigation measures identified in the Environmental Impact Report (EIR) for this project which must be satisfied prior to issuance of grading permits. The Community Development Director may require inspection or other monitoring to ensure such compliance.
36. Archeologist Retained. Prior to issuance of a grading permit the project applicant shall retain a Riverside County qualified archaeologist to monitor all ground disturbing activities in an effort to identify any unknown archaeological resources. a. The Project Archaeologist and the Tribal monitor(s) shall manage and oversee monitoring for all initial ground disturbing activities and excavation of each portion of the project site including clearing, grubbing, tree removals, mass or rough grading, trenching, stockpiling of materials, rock crushing, structure demolition and etc. The Project Archaeologist and the Tribal monitor(s), shall have the authority to temporarily divert, redirect or halt the ground disturbance activities to allow identification, evaluation, and potential recovery of cultural resources in coordination with any required special interest or tribal monitors. b. The developer/permit holder shall submit a fully executed copy of the contract to the Community Development Department to ensure compliance with this condition of approval. Upon verification, the Community Development Department shall clear this condition.
c. In addition, the Project Archaeologist, in consultation with the Consulting Tribe(s), the contractor, and the City, shall develop a Cultural Resources Management Plan (CRMP) in consultation pursuant to the definition in AB52 to address the details, timing and responsibility of all archaeological and cultural activities that will occur on the project site. A consulting tribe is defined as a tribe that initiated the AB 52 tribal consultation process for the Project, has not opted out of the AB52 consultation process, and has completed AB 52 consultation with the City as provided for in Cal Pub Res Code Section 21080.3.2(b)(1) of AB52. Details in the Plan shall include:
d. Project grading and development scheduling;
i. The Project archeologist and the Consulting Tribes(s) shall attend the pre-grading meeting with the City, the construction manager and any contractors and will conduct a mandatory Cultural Resources Worker Sensitivity Training to those in attendance. The Training will include a brief review of the cultural sensitivity of the Project and the surrounding area; what resources could potentially be identified during earthmoving Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 919
Menifee Mayor and City Council November 20, 2024 Page 1765 of 2294 activities; the requirements of the monitoring program; the protocols that apply in the event inadvertent discoveries of cultural resources are identified, including who to contact and appropriate avoidance measures until the find(s) can be properly evaluated; and any other appropriate protocols. All new construction personnel that will conduct earthwork or grading activities that begin work on the Project following the initial Training must take the Cultural Sensitivity Training prior to beginning work and the Project archaeologist and Consulting Tribe(s) shall make themselves available
ii. The protocols and stipulations that the contractor, City, Consulting Tribe(s) and Project archaeologist will follow in the event of inadvertent cultural resources discoveries, including any newly discovered cultural resource deposits that shall be subject to a cultural resources evaluation.
37. Native American Monitoring (Pechanga/Soboba). Tribal monitor(s) shall be required on-site during all ground-disturbing activities which are below the depths of the previous mass grading. The land divider/permit holder shall retain a qualified tribal monitor(s) from the Pechanga Band of Indians and Soboba band Luiseno Indians. Prior to issuance of a grading permit, the developer shall submit a copy of a signed contract between the above-mentioned Tribes and the land divider/permit holder for the monitoring of the project to the Community Development Department and to the Engineering Department. The Native American Monitor(s) shall have the authority to temporarily divert, redirect or halt the ground-disturbance activities to allow recovery of cultural resources, in coordination with the Project Archaeologist.
The Developer shall relinquish ownership of all cultural resources, including all archaeological artifacts that are of Native American origin, found in the project area for proper treatment and disposition to a curational facility that meets or exceeds Federal Curation Standards outlined in 36 CFR 79. The applicant shall be responsible for all curation costs.
38. Paleontologist Required. Prior to issuance of grading permits, the Applicant/Developer will retain a qualified paleontologist to create and implement a Paleontological Resource Mitigation Program (PRIMP). The project paleontologist would review the grading plan and conduct any pre-construction work necessary to render appropriate monitoring and mitigation requirements, to be documented in the PRIMP. The PRIMP would be submitted to the City for review and approval prior to issuance of a grading permit. Information contained in the PRIMP would minimally include:
1. Description of the project site and proposed grading operations.
2. Description of the level of monitoring required for earth-moving activities.
3. Identification and qualifications of the paleontological monitor to be employed during earth moving.
4. Identification of personnel with authority to temporarily halt or divert grading to allow recovery of large specimens.
5. Direction for fossil discoveries to be reported to the developer and the City.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 920
Menifee Mayor and City Council November 20, 2024 Page 1766 of 2294
6. Means and methods to be employed by the paleontological monitor to quickly salvage fossils to minimize construction delays.
7. Sampling methods for sediments that are likely to contain small fossil remains, if any.
8. Procedures and protocol for collecting and processing of samples and specimens, as necessary.
9. Fossil identification and curation procedures.
10.Identification of the repository to receive fossil material.
11.All pertinent maps and exhibits.
12.Procedures for reporting of findings.
13.Acknowledgment of the developer for content of the PRIMP and acceptance of financial responsibility for monitoring, reporting, and curation
39. Burrowing Owl Pre-Construction Survey. The Project Developer shall retain a qualified biologist to conduct a pre-construction survey for Burrowing Owl within 30 days prior to the start of construction. The results of the single one-day survey would be submitted to the City prior to obtaining a grading permit. If at any time there is a lapse of Project activities for 30 days or more, another burrowing owl survey shall be conducted and submitted to the City. If Burrowing Owl are not detected during the preconstruction survey, no further mitigation is required. If active burrowing owl burrows are detected during the breeding season, the on-site biologist will review and establish a conservative avoidance buffer surrounding the nest based on their best professional judgment and experience and verify compliance with this buffer and will verify the nesting effort has finished. Work can resume when no other active burrowing owl nesting efforts are observed. If active burrowing owl burrows are detected outside the breeding season, then passive and/or active relocation pursuant to a Burrowing Owl Plan that shall be prepared by the Applicant and approved by the City in consultation with CDFW, or the Project Developer shall stop construction activities within the buffer zone established around the active nest and shall not resume construction activities until the nest is no longer active. The Burrowing Owl Plan shall be prepared in accordance with guidelines in the MSHCP. Burrowing owl burrows shall be excavated with hand tools by a qualified biologist when determined to be unoccupied and backfilled to ensure that animals do not reenter the holes/dens.
40. Nesting Bird Pre-Construction Survey. If construction occurs between February 1st and August 31st, a pre-construction clearance survey for nesting birds shall be conducted within three days of the start of any vegetation removal or ground disturbing activities to ensure that no nesting birds will be disturbed during construction. The biologist conducting the clearance survey shall document a negative survey with a brief letter report indicating that no impacts to active avian nests will occur. If an active avian nest is discovered during the pre-construction clearance survey, construction activities should stay outside of a no-disturbance buffer. The size of the no-disturbance buffer (generally 300 feet for migratory and non-migratory songbirds and 500 feet raptors and special-status species) will be determined by the wildlife biologist and will depend on the level of noise and/or surrounding anthropogenic disturbances, line of sight between the nest and the construction activity, type and duration of construction activity, ambient noise, species habituation, and topographical barriers. These factors will be evaluated on a case-by-case basis when developing buffer distances. Limits of construction to Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 921
Menifee Mayor and City Council November 20, 2024 Page 1767 of 2294 avoid an active nest will be established in the field with flagging, fencing, or other appropriate barriers; and construction personnel will be instructed on the sensitivity of nest areas. A biological monitor should be present to delineate the boundaries of the buffer area and to monitor the active nest to ensure that nesting behavior is not adversely affected by the construction activity. Once the young have fledged and left the nest, or the nest otherwise becomes inactive under natural conditions, construction activities within the buffer area can occur.
41. Stockpiling/Staging. During construction, best efforts shall be made to locate stockpiling and/or vehicle staging areas as far as practicable from existing residential dwellings.
PRIOR TO FINAL MAP
42. Processing Fees. Prior to approval of Final Map, the Planning Division shall determine if any deposit-based fees for the project are in a negative balance. If so, any outstanding fees shall be paid by the applicant.
43. Development Impact Fees. The applicant shall pay all applicable development impact fees including but not limited to Development Impact Fee (DIF), Multi-Species Habitat Conservation Plan (MSHCP), Stephen’s Kangaroo Rat (KRAT), School Fees (Perris Union High School District, and Romoland School District), Transportation Uniform Mitigation Fee (TUMF), Road and Bridge Benefit District (RBBD), and Area Drainage Plan (ADP). T
44. Mitigation Monitoring. The applicant shall prepare and submit a written report to the Community Development Director or review and approval demonstrating compliance with the standard conditions of approval and mitigation measures identified in the Environmental Impact Report (EIR) for this project which must be satisfied prior to issuance of grading permits. The Community Development Director may require inspection or other monitoring to ensure such compliance.
45. Final Map. After the approval of the TENTATIVE MAP and prior to the expiration of said map, the developer/owner shall cause the real property included within the TENTATIVE MAP, or any part thereof, to be surveyed and a FINAL MAP thereof prepared in accordance with the current Engineering Department requirements, the conditionally approved TENTATIVE MAP, and in accordance with Menifee Municipal Code Title 7 Subdivisions.
46. Surveyor. The FINAL MAP shall be prepared by a licensed land surveyor or registered civil engineer.
47. ECS. The developer/owner shall prepare an Environmental Constraints Sheet (ECS) in accordance with Menifee Municipal Code Title 7 Subdivisions, which shall be submitted as part of the plan check review of the FINAL MAP.
48. Dark Sky Ordinance. The following Environmental Constraints Note shall be placed on the ECS:
"This property is subject to lighting restrictions as required by the Menifee Municipal Code Chapter 6.01, the “Dark Sky Ordinance”, which are intended to Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 922
Menifee Mayor and City Council November 20, 2024 Page 1768 of 2294 reduce the effects of night lighting on the Mount Palomar Observatory. All proposed outdoor lighting systems shall be in conformance with the Dark Sky Ordinance.”
49. ECS Note EIR. The following Environmental Constraints Note shall be placed on the ECS:
“An EIR was prepared for this property by Kimley Horn and is on file at the City of Menifee Planning Division (State Clearinghouse No. 2022040622). The property is subject to environmental restrictions based on the results of the reports. A Mitigation Monitoring and Reporting Program (MMRP) was adopted with the EIR and should be referenced to determine project compliance prior to recordation of the final map.”
PRIOR TO BUILDING PERMIT ISSUANCE
50. Processing Fees. Prior to issuance of building permits, the Community Development Department shall determine if the deposit-based fees for the project are in a negative balance. If so, any outstanding fees shall be paid by the applicant.
51. Development Impact Fees. The applicant shall pay all applicable development impact fees including but not limited to Development Impact Fee (DIF), Multi-Species Habitat Conservation Plan (MSHCP), Quimby (Parks and Rec), Stephen’s Kangaroo Rat (KRAT), School Fees (Perris Union High School District, Menifee Union School District and Romoland School District), Transportation Uniform Mitigation Fee (TUMF), Road and Bridge Benefit District (RBBD), and Area Drainage Plan (ADP).
52. Mitigation Monitoring. The applicant shall prepare and submit a written report to the Community Development Director or review and approval demonstrating compliance with the standard conditions of approval and mitigation measures identified in the Environmental Impact Report (EIR) for this project which must be satisfied prior to issuance of grading permits. The Community Development Director may require inspection or other monitoring to ensure such compliance.
53. No Building Permit Prior to Final Map. No building permit shall be issued until the Final Map described above has been recorded.
54. Lighting. Light fixtures shall be decorative and consistent with the City of Menifee Design Guidelines and included in the Building and Safety plans. Architecturally appropriate themed lighting fixtures shall be located along the project roads, project entrances, walkways, open space areas and other focal points on the project site and shall be subject to Community Development Department review and approval.
55. Roof-Mounted Equipment Plans. Prior to issuance of certificate of occupancy, Community Development staff will verify that all roof mounted equipment will be screened in compliance with approved plans.
56. Electrical Cabinets. All electrical cabinets shall be located inside a room that is architecturally integrated into the design of the building.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 923
Menifee Mayor and City Council November 20, 2024 Page 1769 of 2294
57. Screening of Accessory Structures. Screening of accessory structures (including mechanical equipment) shall be compatible in color and materials to primary structures.
58. Double Detectors. Double detector check valve assemblies (backflow preventers) for landscape irrigation and domestic water shall not be located at visually prominent locations (such as the end of drive aisles or at site entries) and shall be well-screened with shrubs, berming, or low screen walls.
59. Crime Prevention through Environmental Design Guidelines. All plants, landscaping and foliage shall fall within current CPTED (Crime Prevention through Environmental Design) guidelines.
60. Break Areas. Outdoor employee break/lunch areas with seating, trash bins, shade and landscaping shall be provided near each office area of each building and located away from loading, storage and trash areas. The exact location and design shall be shown on the landscape and irrigation plans and shall be reviewed and approved by the Community Development Department prior to building permit issuance. An indoor break area can be substituted for an outdoor break area at the discretion of the Community Development Director if the indoor break area is determined to provide superior amenities or if it is determined that there is no acceptable location for an outdoor break area near the office area.
61. Security Systems. Prior to the issuance of Building Permits, the applicant shall prepare a security plan for the site and submit to the Menifee Police Department for review and approval. The security plan for this project shall include a comprehensive security camera system that clearly depicts the entire parking field. This security camera system shall be 4k quality with High-Definition Resolution based in the building containing the management office for this development, or inside a security office or other place acceptable to the City of Menifee Police Department, that is accessible to law enforcement at all times of the day and night. The security camera system shall have a recording capacity to minimally save footage for a period of 30 days or as approved by the Police Department. While not required for all developments, the integration of Automated License Plate Reader (ALPR) technology at vehicle entrance and exit points is strongly recommended. This technology serves as a powerful investigative tool for law enforcement agencies when investigating criminal activity. ALPR cameras are cameras specifically designed to read and record vehicle license plates as they enter and exit this complex. It should be noted that high quality day/night vision LPR cameras are relatively inexpensive. The plan shall be approved prior to issuance of Building Permits. The Police Department and/or Community Development Department shall verify that the security system has been installed prior to final occupancy.
In addition, the trash enclosure shall be properly secured and have a lock as well as a covering to keep unauthorized persons from entering the dumpster area.
62. Utilities Underground. All utilities, except electrical lines rated 33 kV or greater, shall be installed underground. If the applicant provides to the Building and Safety Division and the Planning Division a definitive statement from the utility provider refusing to allow underground installation of the utilities they provide, this condition shall be null and void with respect to that utility.
Landscaping
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 924
Menifee Mayor and City Council November 20, 2024 Page 1770 of 2294
63. Landscaping Submittals. Final landscape plan submittals are divided into two different processes. All on-site landscaping plans shall be submitted to the Planning Department for review and approval. The on-site landscaping shall include any basins, streetscape, open space and planters on private property that is maintained by the property owner or private entity (HOA or Common Maintenance Entity/Association). All off-site landscaping plans shall be submitted to the Engineering and Public Works Department for review and approval. Off-site plans shall include landscaping in areas maintained by the Community Facilities District (CFD) and are located within the City of Menifee Rightof-Way which can include streetscape, basins or slopes.
64. Construction Plans. Prior to building permit issuance, the applicant shall submit the following construction plan applications to the Planning Division (pursuant to Menifee Municipal Code) for review and approval. The fee for each submittal will be determined by Resolution No. 24-1423 Cost of Services Fee Study and Planning Division Fee Schedule at the time of application submittal. Construction Plan Submittals include:
A. On-Site Landscaping – all Property Owner maintained landscaping and irrigation.
Performance Securities will be required prior to approval of this Landscape Construction Plan.
Additional submittal requirements can be found in the submittal checklist found on the Community Development Department’s website. All Landscape Construction Plans must be approved prior to the issuance of any building permit.
65. Landscape Inspections. Prior to issuance of Building Permits, the Applicant shall open a Landscape Deposit Based Fee case and deposit the prevailing deposit amount to cover the pre-installation inspections, installation inspections, Six Month Post Establishment and One Year Post Establishment Landscape Inspections.
66. Performance Securities (Bonds). Performance securities, in amounts to be determined by the Director of Community Development to guarantee the installation of plantings and irrigation system in accordance with the approved plan, shall be filed with the Department of Community Development. Securities may require review by City Attorney and City staff. The applicant holder is encouraged to allow adequate time to ensure that securities are in place. The performance security may be released one year after structural final, inspection report, and the One-Year Post Establishment report confirms that the planting and irrigation components have been adequately installed and maintained. A cash security shall be required when the estimated cost is $2,500.00 or less.
67. Utility Screening. All utilities shall be screened from public view. Landscape construction drawings shall show and label all utilities and provide appropriate screening. Provide a three-foot clear zone around fire check detectors as required by the Fire Department before starting the screen. Group utilities together in order to reduce intrusion. Screening of utilities is not to look like an after-thought. Plan planting beds and design around utilities. Locate all light poles on plans and ensure that there are no conflicts with trees.
68. Interim Landscaping. Graded but undeveloped land shall be maintained in a condition so as to prevent a dust and/or blown sand nuisance and shall be either planted with Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 925
Menifee Mayor and City Council November 20, 2024 Page 1771 of 2294 interim landscaping or provided with other wind and water erosion control measures as approved by the Community Development Department.
PRIOR TO FINAL INSPECTION .
69. Processing Fees. Prior to final inspection, the Planning Division shall determine if any fees for the project are in a negative balance. If so, any outstanding fees shall be paid by the applicant.
70. Development Impact Fees. The applicant shall pay all applicable development impact fees including but not limited to Development Impact Fee (DIF), Multi-Species Habitat Conservation Plan (MSHCP), Quimby (Parks and Rec), Stephen’s Kangaroo Rat (KRAT), School Fees (Perris Union High School District, Menifee Union School District and Romoland School District), Transportation Uniform Mitigation Fee (TUMF), Road and Bridge Benefit District (RBBD), and Area Drainage Plan (ADP).
71. Mitigation Monitoring. The applicant shall prepare and submit a written report to the Community Development Director or review and approval demonstrating compliance with the standard conditions of approval and mitigation measures identified in the Environmental Impact Report (EIR) for this project which must be satisfied prior to issuance of grading permits. The Community Development Director may require inspection or other monitoring to ensure such compliance
72. Archaeology Report – Phase III and IV. Prior to final inspection of the first building permit associated with each phase of grading, the developer/permit holder shall prompt the Project Archaeologist to submit two copies of the Phase III Data Recovery report (if required for the Project) and the Phase IV Cultural Resources Monitoring Report that complies with the Community Development Department’s requirements for such reports. The Phase IV report shall include evidence of the required cultural/historical sensitivity training for the construction staff held during the pre-grade meeting. The Community Development Department shall review the reports to determine adequate mitigation compliance. Provided the reports are adequate, the Community Development Department shall clear this condition. Once the report(s) are determined to be adequate, two copies shall be submitted to the Eastern Information Center (EIC) at the University of California Riverside (UCR) and one copy shall be submitted to the Consulting Tribe(s) Cultural Resources Department(s).
73. Paleontological Monitoring Report. Prior to issuance of a certificate of occupancy, the applicant shall submit to the Community Development Department, an electronic copy of the Paleontology Monitoring Report in accordance with the procedures outlined in the PRIMP. The report shall be certified by a professional paleontologist listed on Riverside County’s Paleontology Consultant List. A deposit for the review of the report will be required.
74. Final Planning Inspection. The applicant shall obtain final occupancy sign-off from the Community Development Department for each building permit issued by scheduling a final Planning inspection prior to the final sign-off from the Building Department.
Planning staff shall verify that all pertinent conditions of approval have been met, including compliance with the approved elevations, site plan, parking lot layout, decorative paving, public plazas, etc. The applicant shall have all required paving, Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 926
Menifee Mayor and City Council November 20, 2024 Page 1772 of 2294 parking, walls, site lighting, landscaping and automatic irrigation installed and in good condition.
Landscaping
75. Soil Management Plan. The applicant shall submit a Soil Management Plan (Report) to the Community Development Department before the Landscape Installation Inspection. The report can be sent in electronically. Information on the contents of the report can be found in the County of Riverside Guide to California Friendly Landscaping page 16, #7, “What is required in a Soil Management Plan?”
76. Landscape Inspections. The applicant shall obtain a final certificate of completion from the Planning Division’s Landscape Inspector for each building permit issued by scheduling a final landscape inspection prior to the final occupancy from the Planning Division.
77. Landscaping. All landscape planting and irrigation shall be installed and inspected in accordance with approved exhibits and Menifee Municipal Code.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 927
Menifee Mayor and City Council November 20, 2024 Page 1773 of 2294 Section II:
Engineering/Grading/Transportation
Conditions of Approval
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 928
Menifee Mayor and City Council November 20, 2024 Page 1774 of 2294
PLOT PLAN CONDITIONS OF APPROVAL
STANDARD POLICIES & PROCEDURES
78. All required public improvements must be constructed and accepted by the City prior to issuance of the first and any subsequent certificate of occupancy, unless approved by City Engineer/Public Works Director. For “public improvements” related to this project, see Section E.
79. Any Engineering Design exceptions shown on the tentative map and associated engineering documents that are not specifically requested are not approved solely by virtue of inclusion on such documents. Engineering Design exceptions to City design standards and policies must be specifically requested in writing and approved by City Engineer/PW Director.
80. The developer is responsible to furnish & install one 2” and one 3” conduit for traffic signal interconnect and broadband purposes, per City of Menifee Standard Detail 1005, along all circulation element roads and intersections. Applicant may request wifi connection to be approved by the City Engineer / PW Director.
81. Subdivision Map Act – The developer / property owner shall comply with the State of California Subdivision Map Act and all other laws, ordinances, and regulations pertaining to the subdivision of land.
82. Engineering Plans / Mylars – All improvement plans and grading plans shall be drawn on twenty-four (24) inch by thirty-six (36) inch Mylar and signed by a licensed civil engineer and/or other registered/licensed professional as authorized by State law.
83. Guarantee for Required Improvements – Prior to grading permit issuance, construction permit issuance, financial security or bonds shall be provided to guarantee the construction of all required improvements within the public right-of-way and grading / water quality management facilities associated with each phase of construction, per the City’s municipal code.
84. If warranted as a result of the project improvements, the Public Works Director may require the dedication and construction of necessary utilities, streets, or other improvements outside the area of any particular map phase if the improvements are needed for circulation, drainage, parking, and access or for the welfare and safety of the public.
85. Bond Replacement, Reduction, and Releases – All requests for bond replacements (such as in changes of property ownerships), reductions (such as in partial completion of improvements), releases (such as in completion of improvements), shall conform to City policies, standards, and applicable City ordinances. It shall be the responsibility of the developer / property owner to notify the City in time when any of these bond changes are necessary. The City shall review all changes in Bond Agreements and the accompanying bonds or security.
86. Existing and Proposed Easements – The final grading plan and improvement plans, as applicable, shall correctly show all existing and proposed easements. Any omission or misrepresentation of these documents may require said plan to be resubmitted for further consideration.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 929
Menifee Mayor and City Council November 20, 2024 Page 1775 of 2294
87. Plan Check Submittals – Appropriate plan check submittal forms shall be completed and submittal check list provided that includes required plan copies, necessary studies / reports, references, fees, deposits, etc. Prior to final approval of improvement plans by the Public Works / Engineering Department, the developer / property owner shall submit to the Public Works / Engineering Department CAD layers of all improvements to be maintained by the City (pavement, sidewalk, streetlights, etc.). A scanned image of all final approved grading and improvement plans on a Universal Serial Bus (USB) drive, also known as a “flash” drive or “thumb” drive, shall be submitted to the Public Works / Engineering Department, in one of the following formats: (a) Auto CAD DXF, (b) GIS shapefile (made up of ESRI extensions .shp, .shx and .dbf) or (c) Geodatabase (made up of ESRI extension .gdb). CAD files created with the latest version shall only be accepted if approved by the Public Works Director / City Engineer. GIS and ACAD files 2004 or later are required for all final maps upon approval.
88. Final Map Submittal Process – Appropriate final map plan check submittal forms shall be completed and appropriate fees or deposits paid. Prior to approval of the final map by the City Council, the developer / property owner shall provide along with the final map mylars, electronic files of the final map on Compact Disc (CD), in one of the following formats: (a) Auto CAD DXF, (b) GIS shapefile (made up of ESRI extensions .shp, .shx and .dbf) and (c) Geodatabase (made up of ESRI extension .gdb). CAD files created with the latest version shall only be accepted if approved by the Public Works Director / City Engineer.
89. Plan Approvals – Improvement plans and grading plans shall be submitted with necessary supporting documentation and technical studies (hydrology, hydraulics, traffic impact analysis, geotechnical studies, etc.) to the Public Works / Engineering Department for review and approval. All submittals shall be signed and date stamped by the Engineer of Record.
The plans must receive Public Works / Engineering Department approval prior to issuance of any applicable permit as determined by the Public Works Director / City Engineer. All submittals shall include a completed City Fee or Deposit Based Worksheet and the appropriate plan check. For improvements proposed to be owned and maintained by the Riverside County Flood Control and Water Conservation District, improvement plans must receive district approval prior to Building permit issuance or as determined by the District.
All required improvement plans and grading plans must be approved by the Public Works Engineering Department prior to issuance of any construction and/or grading permit, whichever comes first and as determined by the Public Works Director. Supporting City approved studies including, but not limited to, hydrologic and hydraulic studies and traffic studies must be provided prior to approval of plans. All required Citywide Community Facilities District (CFD) landscape plans must be approved prior to building permit issuance.
90. As-Built Plans – Upon completion of all required improvements, the developer/property owner shall cause the civil engineer of record to prepare as-builts of all project plans, and submit project base line of work for all layers on a USB drive to the Public Works / Engineering Department, in one of the following formats: (a) Auto CAD DXF, (b) GIS shapefile (made up of ESRI extensions .shp, .shx and .dbf) or (c) Geodatabase (made up of ESRI extension .gdb). The timing for submitting the as-built plans shall be as determined by the Public Works Director / City Engineer, and prior to Acceptance of improvements and Performance security/bond release.
91. Construction Times of Operation – The developer / property owner shall monitor, supervise, and control all construction and construction related activities to prevent them from causing a public nuisance including, but not limited to, strict adherence to the following:
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 930
Menifee Mayor and City Council November 20, 2024 Page 1776 of 2294 a. Construction activities shall comply with City of Menifee ordinances relating to construction noise. Any construction within the City limits located 1/4 of a mile from an occupied residence shall be permitted Monday through Saturday, except on nationally recognized holidays, 7:00 a.m. to 7:00 p.m. in accordance with Municipal Code Section
8.01.020. There shall be no construction permitted on Sunday or nationally recognized holidays unless prior approval is obtained from the City Building Official or City Engineer.
b. Removal of spoils, debris, or other construction materials deposited on any public street no later than the end of each working day.
c. The construction site shall accommodate the parking of all motor vehicles used by persons working at or providing deliveries to the site. Violation of any condition or restriction or prohibition set forth in these conditions shall subject the owner, applicant to remedies as set forth in the City Municipal Code. In addition, the Public Works Director / City Engineer or the Building Official may suspend all construction related activities for violation of any condition, restriction or prohibition set forth in these conditions until such a time it has been determined that all operations and activities are in conformance with these conditions.
d. A Pre-Construction meeting is mandatory with the City’s Public Works Inspection team prior to permit issuance and the start of any construction activities for this site.
92. Dry Utility Installations – Electrical power, telephone, communication, traffic signal, street lighting, and cable television conduits and lines shall be placed underground in accordance with current City Ordinances 460 and 461, and as approved by the Public Works Director / City Engineer. This applies also to existing overhead lines which are 33.6 kilovolts or below along the project frontage and within the project boundaries. In cases where 33.6kV or below lines are collocated with high voltage lines (for example, 115kV), the low voltage lines shall be placed underground even when the high voltage lines are exempt from relocation or undergrounding in accordance with City standards and ordinances. Exemption from undergrounding low voltage lines shall only be by the Public Works Director / City Engineer or as directed by the City Council.
93. All grading activities shall conform to the latest adopted edition of the California Building Code, City Grading Ordinance, Chapter 8.26, applicable City design standards and specifications, City ordinances, policies, rules and regulations governing grading in the City.
94. Regulations and Ordinance on Grading Within the City – In addition to compliance with City Chapter 8.26, grading activities shall also conform to the latest edition of the California Building Code, City General Plan, other City Ordinances, City design standards and specifications and all other relevant laws, rules and regulations governing grading in the City of Menifee. Prior to commencing any grading, clearing, grubbing or any topsoil disturbances, the applicant shall obtain a grading permit from the Public Works / Engineering Department.
Grading activities that are exempt from a grading permit as outlined by the City ordinance may still require a grading permit by the Public Works Director / City Engineer when deemed necessary to prevent the potential for adverse impacts upon drainage, sensitive environmental features, or to protect property, health safety, and welfare.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 931
Menifee Mayor and City Council November 20, 2024 Page 1777 of 2294
95. Dust Control – All necessary measures to control dust shall be implemented by the developer during grading. Fugitive dust shall be controlled in accordance with Rule 403 of the California Air Quality Control Board.
96. 2:1 Maximum Slope – Graded slopes shall be limited to a maximum steepness ratio of 2:1 (horizontal to vertical) unless otherwise approved by the Public Works / Engineering Department.
97. Slope Setbacks – Observe slope setbacks from buildings and property lines per the California Building Code and City ordinance on grading.
98. Slope Landscaping and Irrigation – All slopes greater than or equal to 3 feet in vertical height shall be irrigated and landscaped with grass or ground cover. All manufactured slopes shall be irrigated and landscaped with grass or approved ground cover, and shall have some type of drainage swale at the toe of the slope to collect runoff. Slopes exceeding 15 feet in vertical height shall be irrigated and planted with shrubs and/or trees per City Grading Ordinance Chapter 8.26. Drip irrigation shall be used for all irrigated slopes.
99. Slope Erosion Control Plan - Erosion control and/or landscape plans are required for manufactured slopes greater than 3 feet in vertical height. The plans shall be prepared and signed by a licensed landscape architect and bonded per applicable City ordinances. 100. Slope Stability Report – A slope stability report shall be submitted to the Public Works / Engineering Department for all proposed cut and fill slopes steeper than 2:1 (horizontal:vertical) or over 20 feet in vertical height, unless addressed in a previously city approved report.
101. Erosion Control Plans – All grading plans shall require erosion control plans prior to approval. Temporary erosion control measures shall be implemented immediately following rough grading to prevent deposition of debris onto downstream properties or drainage facilities. Plans showing erosion control measures may be included as part of the grading plans or submitted as a separate set of plans for city review and approval. Graded but undeveloped land shall provide, in addition to erosion control planting, any drainage facilities deemed necessary to control or prevent erosion. Erosion and sediment control Best Management Practices (BMPs) are required year-round in compliance with all applicable City of Menifee Standards and Ordinances and the National Pollutant Discharge Elimination System (NPDES) Municipal Separate Storm Sewer System (MS4) Permit from the California State Water Resources Control Board (SWRCB). Additional Erosion protection may be required during the rainy season.
102. Water Quality Management Plan (WQMP) – All grading plans shall require an approved copy of the Water Quality Management Plan sheet per the approved WQMP, executed report. The developer / property owner shall comply with the requirements of the WQMP report, the NPDES municipal permit in force, and City standards and specifications. 103. Design Grade Criteria – Onsite parking areas shall be designed in accordance with the current version of City of Menifee Standards and Specifications. Non-compliance may require a redesign of the project. Significant redesigns may require a revised Plot Plan. The following design grade criteria shall be followed:
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 932
Menifee Mayor and City Council November 20, 2024 Page 1778 of 2294 a. On-Site Parking – Where onsite parking is designed, such as in common areas, parking stalls and driveways shall not have grade breaks exceeding 4%. A 50’ minimum vertical curve shall be provided where grade breaks exceed 4%. Five percent grade is the maximum slope for any parking area. Where Americans with Disabilities Act (ADA) requirements apply, the ADA requirement shall prevail. b. Down Drains - Concrete down drains that outlet onto parking lot areas are not allowed.
Drainage that has been collected in concrete ditches or swales should be collected into receiving underground drainage system, or should outlet with acceptable velocity reducers into BMP devises.
c. Pavement - Permeable pavement requires the layers of filter material to be installed relatively flat. As such, the permeable pavement areas should have a maximum surface gradient of 2%,or approved by the Public Works Director/City Engineer. 104. Drainage Grade – Minimum drainage design grade shall be 1.5% except on Portland cement concrete surfaces, where 0.50% shall be the minimum for concentrated flow conveyance (for example, ribbon gutters ). The engineer of record must submit a variance request for design grades less than 1% with a justification for a lesser grade. 105. Finish Grade – Shall be sloped to provide proper drainage away from all exterior foundation walls in accordance with City of Menifee Standard Plan 300. 106. Use of Maximum and Minimum ADA Grade Criteria – Actual field construction grades shall not exceed the minimum and maximum grades for ADA and approved project grading design, to allow for construction tolerances. Any improvement that is out of the minimum and maximum values will not be accepted by the City Inspector and will need to be removed and replaced at developer’s or owner’s expense.
107. Licensed Geotechnical Engineer – A California licensed Geotechnical Engineer shall perform final determination of the foundation characteristics of soils within on-site development areas, and per the approved geotechnical report reviewed and approved by the City.
108. Retaining Walls – Sections, which propose retaining walls, will require separate permits.
They shall be obtained prior to issuance of any other building permits – unless otherwise approved by the Building Official and/or the Public Works Director / City Engineer. The walls shall be designed by a licensed civil engineer and conform to City Standards. The plans shall include plan and profiles sheets.
109. Trash Racks – Trash Racks shall be installed at all inlet structures that collect runoff from open areas with potential for large, floatable debris.
110. Riverside County Flood Control and Water Conservation District (RCFCWCD) Encroachment Permit Required – An Encroachment Permit Is required for any work within District right of way or any connection to District facilities. The Encroachment Permit application shall be processed and approved concurrently with the improvement plans. 111. RCFCWCD Submittal of Plans – A copy of the project specific WQMP, improvement plans, grading plans, BMP improvement plans and any other necessary documentation along with supporting hydrologic and hydraulic calculations (drainage report) shall be submitted to Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 933
Menifee Mayor and City Council November 20, 2024 Page 1779 of 2294 the District as reference material for the review and approval of the final drainage report and storm drain plans that propose construction of storm drain facilities that will be owned and maintained by the District.
112. Grading Permit for Clearing and Grubbing – City ordinance on grading requires a grading permit prior to clearing, grubbing, or any topsoil disturbances related to construction grading activities.
113. Compliance with NPDES General Construction Permit – The developer/property owner shall comply with the National Pollutant Discharge Elimination System (NPDES) General Construction Permit (GCP) from the State Water Resource Control Board (SWRCB).
This is in addition to the Municipal permit governing design, WQMPs, and permanent BMPs.
Prior to approval of the grading plans or issuance of any grading permit, the developer/property owner shall obtain a GCP from the SWRCB. Proof of filing a Notice of Intent (NOI) and monitoring plan, shall be submitted to the City; and the WDID number issued by the SWRCB shall be reflected on all grading plans prior to approval of the plans. For additional information on how to obtain a GCP, contact the SWRCB. 114. SWPPP – Prior to approval of the grading plans, the developer/property owner shall prepare a Storm Water Pollution Prevention Plan (SWPPP) for the development. The developer/property owner shall be responsible for uploading the SWPPP into the State’s SMARTS database system and shall ensure that the SWPPP is updated to constantly reflect the actual construction status of the site. A copy of the SWPPP shall be made available at the construction site at all times until construction is completed. The SWRCB considers a construction project complete once a Notice of Termination (NOT) has been issued by SWRCB. The City will require submittal of NOTs for requests to fully release associated grading bonds.
115. SWPPP for Inactive Sites – The developer/property owner shall be responsible for ensuring that any graded area that is left inactive for a long period of time has appropriate SWPPP BMPs in place and in good working conditions at all times until construction is completed and the Regional Board has issued a Notice of Termination (NOT) for the development.
116. Import/Export – In instances where a grading plan involves import or export, prior to obtaining a grading permit, the developer/property owner shall have obtained approval for the import/export location from the Public Works / Engineering Department. If an Environmental Assessment did not previously approve either location, a Grading Environmental Assessment shall be submitted to the Planning Director for review and comment and to the Public Works Director / City Engineer for approval. Additionally, if the movement of import/export occurs using City roads, review, and approval of the haul routes by the Public Works / Engineering Department will be required. Import or export materials shall conform to the requirements of Chapter 8.26.
117. Offsite Grading Easements – Prior to the issuance of a grading permit, the developer/property owner shall obtain all required easements and/or permissions to perform offsite grading, from affected land owners. Notarized and recorded agreement or documents authorizing the offsite grading shall be submitted to the Public Works Engineering Department.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 934
Menifee Mayor and City Council November 20, 2024 Page 1780 of 2294 118. Offsite Property and Right of Way – The developer / property owner shall be responsible for acquiring any offsite real property interests that may be required in connection with the development project. Prior to the issuance of a grading permit, the developer shall obtain all required ROW, easements and / or permissions to perform offsite grading, from all affected landowners.
119. Increased Runoff Criteria – The development of this site would increase peak flow rates on downstream properties. Mitigation shall be required to offset such impacts..
A complete drainage study including, but not limited to, hydrologic and hydraulic calculations for the proposed detention basin shall be submitted to the City for review and approval.
Where possible and feasible the onsite flows should be mitigated before combining with offsite flows to minimize the size of the detention facility required.
No outlet pipe(s) will be less than 18" in diameter. Where necessary an orifice plate may be used to restrict outflow rates. Appropriate trash racks shall be provided for all outlets less than 48" in diameter.
The outlet structure(s) must be capable of passing the 100-year storm without damage to the facility.
A viable maintenance mechanism, acceptable to the City should be provided for any flood control facilities to be owned and maintained by the City. Any facilities proposed to be owned by the District, should be provided with a viable maintenance mechanism acceptable to the City and the District. For the City this would be the citywide CFD. Facilities to remain private shall be maintained by commercial property owners association or homeowners associations.
120. Site Drainage – Positive drainage of the site shall be provided, and water shall not be allowed to pond behind or flow over cut and fill slopes. Where water is collected and discharged in a common area, protection of the native soils shall be provided by planting erosion resistant vegetation, as the native soils are susceptible to erosion by running water.
All cut and fill slopes shall have a maximum 2:1 (H:V) grade, 2 horizontal to 1 vertical. 121. Alteration of Drainage Patterns – Prior to grading permit issuance or approval of improvement plans, the final engineering plans submitted by the applicant shall address the following: The project drainage system shall be designed to accept and properly convey all on- and off-site drainage flowing on or through the site. The project drainage system design shall protect downstream properties from any damage caused by alteration of drainage patterns such as concentration or diversion of flow. Concentrated drainage on commercial lots shall be diverted through parkway drains under sidewalks. 122. 100 Year Storm – The 100-year storm flow shall be contained within the street top of curb. 123. 100 Year Drainage Facilities – All drainage facilities shall be designed to accommodate 100-year storm flows as approved by the City of Menifee Public Works / Engineering Department.
124. 100 Year Design Criteria – In final engineering and prior to grading permit issuance, subsurface storage systems shall be designed with emergency overflow inlets to mitigate Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 935
Menifee Mayor and City Council November 20, 2024 Page 1781 of 2294 flows in excess of the 100-year storm event in a controlled manner to the satisfaction of the Public Works / Engineering Department.
125. 100 Year Sump Outlet – Drainage facilities outletting sump conditions shall be designed to convey the tributary 100-year storm flows. Additional emergency escape shall also be provided.
126. Coordinate Drainage Design – Development of this property shall be coordinated with the development of adjacent properties to ensure that watercourses remain unobstructed, and stormwaters are not diverted from one watershed to another. This may require the construction of temporary drainage facilities or offsite construction and grading. A drainage easement shall be obtained from the affected property owners for the release of concentrated or diverted storm flows. A copy of the recorded drainage easement shall be submitted to the Public Works / Engineering Department for review.
127. Interceptor Drain Criteria/Guidelines – The criteria for public maintenance access of terrace/interceptor is as follows: flows between 1-5 cfs shall have a 5-foot wide access road, flows between 6-10 cfs shall be a minimum 6-foot rectangular channel. Terrace/interceptor drains are unacceptable for flows greater than 10 cfs. Flows greater than 10 cfs shall be brought to the street. These guidelines may be modified by the City Engineer/Public Works Director. This condition shall not apply to privately maintained facilities. 128. BMP – Energy Dissipators: Energy Dissipators, such as rip-rap, shall be installed at the outlet of a storm drain system that discharges runoff flows into a natural channel or an unmaintained facility. The dissipators shall be designed to minimize the amount of erosion downstream of the storm drain outlet.
129. Trash Racks – Trash Racks shall be installed at all inlet structures that collect runoff from open areas with potential for large, floatable debris.
130. Perpetuate Drainage Patterns – The property's street and lot grading shall be designed in a manner that perpetuates the existing natural drainage patterns with respect to tributary drainage areas, outlet points and outlet conditions. Otherwise, a drainage easement shall be obtained from the affected property owners for the release of concentrated or diverted storm flows. A copy of the recorded drainage easement shall be submitted to the City for review and approval.
131. Perpetual Drainage Patterns – Grading shall be designed in a manner that perpetuates the existing natural drainage patterns and conditions with respect to tributary drainage areas and outlet points. Where these conditions are not preserved, necessary drainage easements shall be obtained from all affected property owners for the release onto their properties of concentrated or diverted storm flows. A copy of the recorded drainage easement shall be submitted to the Public Works / Engineering Department for review. 132. Protection of Downstream Properties – The developer/property owner shall protect downstream properties from damages that can be caused by alteration of natural drainage patterns, i.e., concentration or diversion of flow. Protection shall be provided by constructing adequate drainage facilities including enlarging existing facilities and securing necessary drainage easements.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 936
Menifee Mayor and City Council November 20, 2024 Page 1782 of 2294 133. Drainage Runoff Emergency Escape – An emergency escape path shall be provided for the stormwater runoff at all inlets for the proposed underground facilities in the event that the inlets become blocked in any way. To prevent flood damage to the proposed structures, all proposed structures in the vicinity of the inlets and along the emergency escape path shall be protected from flooding by either properly elevating the finished floor in relation to the inlets and flow path or by making sure the structures are set back from the inlets to provide adequate flow through area in the event the emergency escape of the stormwater runoff is necessary.
134. Storm Drain Lines 36” and larger – All proposed storm drain lines greater than 36" in diameter may be considered for ownership and maintenance by the Flood Control District.
The applicant shall enter into a cooperative agreement with the Flood Control District regarding the terms of the design, construction and operation of facilities proposed for ownership by the Flood Control District.
135. No Building Permit without Legal Lot – Prior to issuance of any building permit, the developer / property owner shall ensure that the underlying parcels for such buildings are complying with City Ordinances, Codes, and the Subdivision Map Act. 136. No Building Permit Prior to Parcel Map Recordation – Prior to issuance of any building permit, the developer / property owner shall record the parcel map. 137. No Building Permit without Grading Permit – Prior to issuance of any building permit for any new structure or appurtenance, the developer/property owner shall obtain a grading permit and/or approval to construct from the Public Works Engineering Department. 138. Final Rough Grading Conditions – Prior to issuance of each building permit, the developer/property owner shall cause the Civil Engineer of Record and Soils Engineer of Record for the approved grading plans, to submit signed and wet stamped rough grade certification and compaction test reports with 90% or better compaction. The certifications shall use City approved forms and shall be submitted to the Public Works Engineering Department for verification and acceptance.
139. Conformance to Elevations/Geotechnical Compaction – Rough grade elevations for all building pads and structure pads submitted for grading plan check approval shall be in substantial conformance with the elevations shown on approved grading plans. Compaction test certification shall be in compliance with the approved project geotechnical/soils report. 140. Final Grade Certification – The developer/property owner shall cause the Civil Engineer of Record for approved grading plans, to submit signed and wet stamped final grade certification on City-approved form, for each building requesting a certificate of occupancy.
The certification shall be submitted to the Public Works Engineering Department for verification and acceptance.
141. Conform to Elevations – Final grade elevations of all building or structure finish floors submitted for grading plan check approval shall be in substantial conformance with the elevations shown on the approved grading plans. Compaction test certification shall be in compliance with the approved project geotechnical/soils report. 142. Plant & Irrigate Slopes – All manufactured slopes shall be irrigated and landscaped with grass or approved ground cover and shall have some type of drainage swale at the toe of Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 937
Menifee Mayor and City Council November 20, 2024 Page 1783 of 2294 the slope to collect runoff. Slopes greater than or equal to 3’ in vertical height shall have erosion control measures provided. Slopes that exceed 15’ in vertical height are to be planted with additional shrubs and trees as approved by the Public Works / Engineering Department.
Drip irrigation shall be provided for all irrigated slopes. 143. Street Design Standards – Street improvements shall conform to all applicable City Design Standards and Specifications, the City General Plan, Ordinances, and all other relevant laws, rules and regulations governing street construction in the City. 144. Concrete Work – All concrete work including curbs, gutters, sidewalks, driveways, cross gutters, catch basins, manholes, vaults, etc. shall be constructed to meet a 28-day minimum concrete strength of 3,250 psi.
145. Intersection Geometrics – All final intersection geometrics may be modified in final engineering as approved by the Public Works Director / City Engineer. 146. Intersection / 50-Foot Tangent – All centerline intersections shall be at ninety (90) degrees, plus or minus five (5) degrees, with a minimum fifty (50) foot tangent for local roads and one hundred (100) foot tangent, measured from flow line / curb face or as approved by the Public Works Director / City Engineer.
147. ADA Compliance – ADA path of travel shall be designed at the most convenient accesses.
148. Public Streetlights Service Points – All proposed public streetlights shall be provided with necessary appurtenances and service points for power, separate from privately owned streetlights. The developer/property owner shall coordinate with the PW Department and with Southern California Edison the assignment of addresses to streetlight service points. Service points for proposed public streetlights shall become public and shall be located within public right of way or within duly dedicated public easements. 149. CFD Maintenance – The property owner shall file for annexation or inclusion into the CFD for street sweeping services, street pavement maintenance, landscaping, street lighting, etc. 150. Offsite Grading – A notarized and recorded agreement, or City-approved documents authorizing the offsite grading shall be submitted to the Public Works / Engineering Department.
151. Street Name Sign – The developer/property owner shall install street name sign(s) in accordance with applicable City Standards, or as directed by the Public Works / Engineering Department.
152. Traffic Signal Control Devices – All new traffic signals and traffic signal modifications required for construction by this development project shall include traffic signal communication infrastructure, network equipment, and Advanced Traffic Management System (ATMS) license software. Said traffic signal control devices shall be submitted with the traffic signal design plans and shall be approved by the Public Works Director / City Engineer, prior to testing of a new traffic signal. Traffic signal poles shall be placed at the ultimate locations when appropriate.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 938
Menifee Mayor and City Council November 20, 2024 Page 1784 of 2294 153. Cost participation through Payment of TUMF and DIF for Improvements – The developer/property owner’s TUMF and DIF payment obligations shall be considered as cost participation for Project’s required offsite improvements only when the offsite improvements for which credits are claimed, are eligible TUMF and/or DIF facilities at time of TUMF and DIF payments. Determination for TUMF credits shall be at the discretion of the Western Riverside Council of Governments (WRCOG), the governing authority, which shall include entering a three party TUMF Credit Agreement with the developer, WRCOG and the City of Menifee. Developer shall be eligible, and may apply, for DIF fee credits and reimbursements for facilities that it will construct which are within the DIF program, including entering into a DIF Credit and Reimbursement Agreement with the City of Menifee. 154. Improvement Bonds – Prior to improvement plan approval and issuance of any construction permit for all required onsite and offsite public improvements, the developer/project owner shall enter into a bond agreement and post acceptable bonds or security, to guarantee the completion of all required improvements. The bonds shall be in accordance with all applicable City ordinances, resolutions, and municipal codes. 155. Encroachment Permits – The developer/property owner shall obtain all required encroachment permits and clearances prior to start of any work within City, State, or local agency right-of-way.
156. Annexation to the CFD (CFD 2017-1) –The developer/property owner shall complete the annexation of the proposed development into the boundaries of the City of Menifee CFD.
The CFD shall be responsible for the following:
• The maintenance of public improvements or facilities that benefit this development, including but not limited to, public landscaping, streetlights, traffic signals, streets, pavement maintenance, , street sweeping, , graffiti abatement, and other public improvements or facilities as approved by the Public Works Director.
The developer/property owner shall be responsible for all costs associated with the annexation of the proposed development in the CFD.
157. Assessment Segregation – Should this project lie within any assessment/benefit district, the applicant shall, prior to any building permit issuance, make application for and pay for their reapportionment of the assessments or pay the unit fees in the benefit district. 158. Landscape Improvement Plans for CFD Maintenance – Landscape improvements within public ROW and/or areas dedicated to the City for the citywide CFD to maintain shall be prepared on separate City CFD plans for review and approval by the Public Works / Engineering Department. The plans may be prepared as one plan for the entire development as determined by the PW Director. When necessary, as determined by the PW Director, a separate WQMP construction plan on City title block maybe required for review and approval by the Public Works / Engineering Department prior to issuance of a grading permit. 159. Parkway Landscaping Design Standards – The parkway areas behind the street curb within the public’s right-of-way shall be landscaped and irrigated per City standards and guidelines.
160. CFD Landscape Guidelines and Improvement Plans – All landscape improvements for maintenance by the CFD shall be designed and installed in accordance with City CFD Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 939
Menifee Mayor and City Council November 20, 2024 Page 1785 of 2294 Landscape Guidelines, and shall be drawn on a separate improvement plan on City title block. The landscape improvement plans shall be reviewed and approved by the Public Works / Engineering Department prior to issuance of a construction permit. 161. Maintenance of CFD Accepted Facilities – All landscaping and appurtenant facilities to be maintained by the citywide CFD shall be built to City standards. The developer shall be responsible for ensuring that landscaping areas to be maintained by the CFD have its own controller and meter system, separate from any private controller/meter system.
PROJECT-SPECIFIC CONDITIONS OF APPROVAL
A. GRADING
Prior to Grading Permit Issuance:
162. The following geotechnical report and related documentation was reviewed and conditionally approved by the City:
a. Response to Review Comment, prepared by GeoTek, Inc., dated March 17, 2022. b. Geotechnical and Infiltration Evaluation For Proposed Warehouse Project, APN’s 330-190-002, -003, -004, -005, -010, -011, and -012, Kuffel Road and Wheat Street, Menifee, Riverside County, California, Project No. 2761-CR, prepared by GeoTek, Inc., dated June 14, 2021.
163. A final geotechnical report or supplemental report shall be prepared and submitted during final engineering. This final or supplemental report shall define the specific traffic loading information that is applicable to this project and establish a final pavement design that is based on this traffic loading information. Under no circumstances shall the final pavement design be less than the City standards. The final geotechnical report or supplemental report must be reviewed and approved by the Public Works / Engineering Department prior to the issuance of a grading permit.
164. Two copies of the City-approved final geotechnical / supplemental report and related documentation shall be provided to the Public Works / Engineering Department with the initial submittal of a grading plan. The developer / property owner shall comply with the recommendations of the final geotechnical / supplemental report and City standards and specifications. All grading shall be performed in accordance with the recommendations of the final geotechnical / supplemental report, and under the general direction of a licensed geotechnical engineer.
165. Grading Bonds – Prior to commencing any grading of 50 or more cubic yards of dirt, the applicant shall obtain a grading permit from the Public Works / Engineering Department. Prior to issuance of the permit, adequate performance grading security shall be posted by the developer / property owner with the Public Works / Engineering Department. 166. Import / export – In instances where a grading plan involves import or export, prior to obtaining a grading permit, the developer / property owner shall have obtained approval for the import / export location from the Public Works / Engineering Department. The proposed import / export shall conform with City standards and ordinances, including environmental requirements, and submitted to the Public Works Director / City Engineer for approval.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 940
Menifee Mayor and City Council November 20, 2024 Page 1786 of 2294 Additionally, if the movement of import / export occurs using City roads, review and approval of the haul routes by the Public Works / Engineering Department will be required. Import or export materials shall conform with City standards and ordinances. 167. Offsite Grading – Prior to the issuance of a grading permit, it shall be the sole responsibility of the developer / property owner to obtain all proposed or required easements and / or permissions necessary to perform offsite grading, from affected landowners; including any off-site grading to construct the necessary transitions. Notarized and recorded agreement or documents authorizing the offsite grading shall be submitted to the Public Works / Engineering Department.
Prior to Building Permit Issuance:
168. Submit Plans – A copy of the improvement plans, grading plans, BMP improvement plans, and any other necessary documentation along with supporting hydrologic and hydraulic calculations shall be submitted to the Public Works / Engineering Department for review. All submittals shall be date stamped by the engineer and include a completed City Deposit or Fee Based Worksheet and the appropriate plan check fee or deposit. 169. No Building Permit Without Legal Lot – Prior to issuance of any building permit, the developer / property owner shall ensure that the underlying parcels for such buildings are complying with City Ordinances, Codes, and the Subdivision Map Act. 170. Parcel Map – The proposed development includes eight (8) parcels. Prior to issuance of any building permit, the developer / project owner shall consolidate these parcels into a parcel map. The parcel map shall be submitted to the Public Works / Engineering Department for review and approval prior to recordation. (See also the Tentative Parcel Map conditions of approval for this project.)
171. No Building Permit without Grading Permit - Prior to issuance of any building permit for any new structures or appurtenances, the developer / property owner shall obtain a grading permit and / or approval to construct from the Public Works / Engineering Department.
172. Final Rough Grading Conditions – Prior to issuance of a building permit for any new structures or appurtenances, the developer / property owner shall cause the Civil Engineer of Record and Soils Engineer of Record for the approved grading plans, to submit signed and wet stamped rough grade certification and compaction test reports with 90% or better compaction, for the lots for which building permits are requested. The certifications shall use City approved forms, and shall be submitted to the Public Works / Engineering Department for verification and acceptance.
173. Conformance to Elevations / Geotechnical Compaction - Rough grade elevations for all building pads and structure pads submitted for grading plan check approval shall be in substantial conformance with the elevations shown on approved grading plans. Compaction test certification shall be in compliance with the approved project geotechnical/soils report.
Prior to Issuance of Any Certificate of Occupancy:
174. Final Grade Certification – The developer / property owner shall cause the Civil Engineer of Record for the approved grading plans, to submit a signed and wet-stamped final grade Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 941
Menifee Mayor and City Council November 20, 2024 Page 1787 of 2294 certification, on City approved form, for each building for which a certificate of occupancy is requested. The certification shall be submitted to the Public Works / Engineering Department for verification and acceptance.
175. Conform to Elevations - Final grade elevations of all building or structure finish floors submitted for grading plan check approval shall be in substantial conformance with the elevations shown on the approved grading plans.
176. Plant & Irrigate Slopes – All manufactured slopes shall be irrigated and landscaped with grass or approved ground cover, and shall have some type of drainage swale at the toe of the slope to collect runoff. Slopes greater than or equal to 3’ in vertical height shall have erosion control measures provided. Slopes that exceed 15’ in vertical height are to be planted with additional shrubs and trees as approved by the Public Works / Engineering Department.
Drip irrigation shall be provided for all irrigated slopes.
B. DRAINAGE
177. Drainage Study – The following preliminary drainage study was reviewed and approved by the City:
a. Preliminary Drainage Study, prepared by Albert A. Webb Associates, dated October 2021.
Two copies of a final drainage study shall be submitted to the City for review and approval.
The study shall analyze, at a minimum, the following:
• Project site drainage flow.
• All future improvements drainage flow.
• Q10, Q100, pre- and post- condition flow rates.
• Anticipated total drainage flow into existing storm drain and existing storm drain capacity.
• Total drainage flow into and capacity of proposed storm drain and water quality management facilities / BMPs.
The final drainage study shall also be consistent with the approved final water quality management plan (FINAL WQMP).
The project shall comply with all mitigation recommended by the approved drainage study.
A fee for review of the Drainage Study shall be paid to the City, the amount of which shall be determined by City at first submittal of report.
178. Area Drainage Plan (ADP) Fees - The proposed development is located within the bounds of the Homeland / Romoland ADP of the Riverside County Flood Control and Water Conservation District (Flood Control District), for which drainage fees have been established by the Riverside County Board of Supervisors. Applicable ADP fees will be due (in accordance with the Rules and Regulations for Administration of Area Drainage Plans) prior to building permits for this project. The fee due will be based on the fee in effect at the time of payment.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 942
Menifee Mayor and City Council November 20, 2024 Page 1788 of 2294 179. Master Drainage Plan (MDP) – The proposed development is located within the bounds of the Homeland / Romoland MDP of the Flood Control District. 180. Proposed Drainage Concept - The project will generate onsite and offsite drainage flows.
Onsite drainage will flow northerly from the southern boundary of the site to a bioretention / water quality basin at the northern boundary of the site by means of concrete ribbon gutters and a network of onsite storm drain pipe. Offsite drainage from the south will be collected by concrete v-gutters along the retaining wall near the southern boundary of the site and then redirected on both sides of the site to the proposed curb and gutter along Wheat Street and Byers Road.
Stormwater runoff from the street improvements along Wheat Street (centerline to the proposed eastern right of way) will enter a proposed catch basin located at the southeast corner of intersection of Wheat Street and Kuffel Road. Similarly, stormwater from the street improvements along Byers (centerline to the proposed western right of way) will enter a proposed catch basin located at the southeast corner of the intersection of Byers Road and Kuffel Road. Runoff from the south half of the street improvements along Kuffel Road (centerline to the proposed southern right of way) between Wheat Street and Byers Road will also be intercepted by proposed catch basins. Proposed water quality facilities will treat low flows prior to each catch basin, with high flows and treated low flows entering a proposed offsite storm drain lines that all gravity flow to Romoland MDP Line A-14a in Byers Road of the Homeland / Romoland MDP and then discharge directly into the Line A channel of the Homeland / Romoland MDP before discharging to the San Jacinto River.
Drainage from additional impervious area that results from the offsite street improvements will have to be treated and conveyed in accordance with City ordinances and codes and State regulations.
181. Completion of Drainage Improvements - All onsite and offsite water quality / drainage systems must be constructed and operational prior to the issuance of any certificate of occupancy.
182. 10 Year Curb – 100 Year Right-of-Way - The 10-year storm flow shall be contained within the top of curb, and the 100-year storm flow shall be contained within the street right-of-way.
When either of these criteria is exceeded, additional drainage facilities shall be installed. The property shall be graded to drain to the adjacent street or an adequate outlet. 183. 100 Year Drainage Facilities - All drainage facilities shall be designed to accommodate 100-year storm flows as approved by the City of Menifee Public Works / Engineering Department.
184. 100 Year Design Criteria - In final engineering and prior to grading permit issuance, subsurface drainage/BMP facilities shall be designed with emergency overflow inlets to mitigate flows in excess of the 100-year storm event in a controlled manner to the satisfaction of the Public Works / Engineering Department.
185. 100 Year Sump Outlet - Drainage facilities outletting sump conditions shall be designed to convey the tributary 100-year storm flows. Additional emergency escape shall also be provided.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 943
Menifee Mayor and City Council November 20, 2024 Page 1789 of 2294 186. On-Site Storm Drain System - Prior to issuance of a grading permit, the proposed onsite storm drain system shall be designed such that any ponding in the 100-year storm, shall be contained within the site; it shall not encroach onto any adjacent property, and shall maintain a minimum 1-foot freeboard to the proposed building pad elevation. The 100-year storm flow from the site shall not flow over the proposed parkway or within the driveway approach.
C. LANDSCAPING
187. Maintenance of Landscaping – All private landscaping shall be maintained by the individual property owner, or as otherwise established by Covenants, Conditions, and Restrictions (CC&Rs). All landscaping, and similar improvements not properly maintained by the individual property owner must be annexed into a CFD, or other mechanism as determined by the City of Menifee.
D. STREETS AND DEDICATIONS
188. Street Improvements – Street improvements shall conform to all applicable City Design Standards and Specifications, the City General Plan, and all other relevant laws, rules and regulations governing street construction in the City. The development includes improvements to Wheat Street, Byers Road, and Kuffel Road along the project frontage.
Turning movements at driveways will be as approved by the Public Works Director / City Engineer. The developer / property owner shall obtain all right-of-way necessary to accommodate the required improvements.
a. Wheat Street – Wheat Street shall be improved along the project frontage to an Industrial Collector (2-lane) designation with an ultimate half-width right-of-way of 39 feet, a paved curb-to-centerline width of 28 feet, and an 11-foot landscaped parkway that includes a 6-foot sidewalk. The improvements shall include the necessary offsite transitions to the existing pavement width, as approved by the Public Works Director / City Engineer.. Prior to the issuance of a building permit, the developer shall construct or guarantee the construction of the public street improvements fronting the property to the centerline plus an additional 12 feet past the centerline, including the necessary offsite transitions, as approved by the Public Works Director / City Engineer. The design of the street improvements shall be reviewed and approved by the City Engineer. If needed, it shall be the sole responsibility of the developer / property owner to obtain all proposed or required easements and / or permissions necessary to perform offsite grading, from affected landowners where necessary to construct the street improvements.
Notarized and recorded agreement or documents authorizing the offsite grading shall be submitted to the Public Works / Engineering Department. b. Byers Road – Byers Road shall be improved along the project frontage to an Industrial Collector (2-lane) designation with an ultimate half-width right-of-way of 39 feet, a paved curb-to-centerline width of 28 feet, and an 11-foot landscaped parkway that includes a 6-foot sidewalk. The improvements shall include the necessary offsite transitions to the existing pavement width, as approved by the Public Works Director / City Engineer. Class III Community On-Street bike lanes shall also be provided. Prior to the issuance of a building permit, the developer shall construct or guarantee the construction of the public street improvements fronting the property to the centerline plus an additional 12 feet past the median or Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 944
Menifee Mayor and City Council November 20, 2024 Page 1790 of 2294 centerline, including the necessary offsite transitions, as approved by the Public Works Director / City Engineer. The design of the street improvements shall be reviewed and approved by the City Engineer. If needed, it shall be the sole responsibility of the developer / property owner to obtain all proposed or required easements and / or permissions necessary to perform offsite grading, from affected landowners where necessary to construct the street improvements.
Notarized and recorded agreement or documents authorizing the offsite grading shall be submitted to the Public Works / Engineering Department. c. Kuffel Road Dedication - The developer / property owner shall construct or guarantee the construction of Kuffel Road fronting the development to the General Local (2 lane) designation with an ultimate half-width Right of Way of 30 feet, 20 feet curb-to-centerline paved width, and a 10-foot landscaped parkway that includes a 6-foot sidewalk. If additional right of way is needed, the developer / property owner shall dedicate the necessary right of way fronting the development. 189. Soils and Pavement Report - Street pavement structural designs shall comply with the recommendations in the City-approved project geotechnical report, and must meet minimum City standards and specifications, as approved by the Public Works Director / City Engineer.
The preliminary pavement design shown on the plans shall be based on R-Value testing of representative soils. The final pavement design shall be performed following grading and be based on R-Value testing of subgrade soils at locations approved by the City’s Public Works Inspector, and the approved Traffic Index (T.I.).
190. Driveways - Final driveway geometrics may be modified in final engineering as approved by the Public Works Director / City Engineer. Driveways shall meet current standard radii on all existing and proposed commercial drive approaches used as access to the proposed development. The developer shall adhere to all City standards and regulations for access and ADA guidelines. As outlined in the following conditions, medians may be required to restrict turning movements for public safety purposes as determined by the Public Works Director / City Engineer.
191. Acceptance of Public Roadway Dedication and Improvements – Easements and rightof way for public roadways shall be granted to the City through an acceptable recordable instrument. The easements shall be submitted to the Public Works / Engineering Department for review and approval prior to recordation.
192. ADA Compliance – ADA path of travel shall be designed at the most convenient accesses and the shortest distance to the buildings in accordance with ADA design standards and to the satisfaction of the Public Works Director / City Engineer and the City Building Official. 193. Paving or Paving Repairs – The applicant shall be responsible for obtaining the paving inspections required by City standards and ordinances. Paving and / or paving repairs for utility street cuts shall be per City of Menifee standards and ordinances and as approved by the Public Works Director / City Engineer.
194. Signing and Striping – A signing and striping plan for Wheat Street and Byers Road is required for this project. The applicant shall be responsible for any additional paving and / or striping removal caused by the striping plan.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 945
Menifee Mayor and City Council November 20, 2024 Page 1791 of 2294 195. Street Light Plan – Street lights requiring relocations, or any required new street lights shall be designed in accordance with current City Standards for LS-3 type streetlights. Street light construction plans shall be prepared as separate plans or combined with the public street improvement plans as approved by the Public Works Director / City Engineer. 196. Street Sweeping and Pavement Maintenance - The property owner shall file for annexation or inclusion into the CFD for street sweeping services and street pavement maintenance.
Prior to Issuance of Building Permit:
197. Encroachment Permits – The developer / property owner shall obtain all required encroachment permits and clearances prior to start of any work within City, State, or local agency right-of-way.
198. Improvement Bonds – Prior to issuance of any construction permit for all required onsite for grading and landscape improvements and offsite public improvements, the developer/project owner shall post acceptable bonds or security to guarantee the construction of all required improvements. The bonds shall be in accordance with all applicable City ordinances, resolutions and municipal codes.
Wheat Street Dedication - The developer / property owner shall construct or guarantee the construction of Wheat Street fronting the development to the Industrial Collector (2 lane) designation with an ultimate half-width Right of Way of 39 feet, 28 feet curb-to-centerline paved width, and an 11-foot landscaped parkway that includes a 6-foot sidewalk. If additional right of way is needed, the developer / property owner shall dedicate the necessary right of way fronting the development.
Byers Road Dedication - The developer / property owner shall construct or guarantee the construction of Byers Road fronting the development to the Industrial Collector (2 lane) designation with an ultimate half-width Right of Way of 39 feet, 28 feet curb-to-centerline paved width, Class III Community On-Street bike lanes, and an 11-foot landscaped parkway that includes a 6-foot sidewalk. If additional right of way is needed, the developer / property owner shall dedicate the necessary right of way fronting the development Prior to Issuance of Any Certificate of Occupancy:
199. Wheat Street Improvements – Improvements on Wheat Street fronting the development shall be completed to the Industrial Collector (2 lanes) designation with an ultimate half-width Right of Way of 39 feet, 28 feet curb-to-centerline paved width, and an 11-foot landscaped parkway that includes a 6-foot sidewalk, prior to issuance of the Certificate of Occupancy.
The improvements shall be adequately transitioned to the existing or proposed street improvements. It shall be the sole responsibility of the developer / property owner to obtain all proposed or required easements and / or permissions necessary to perform offsite grading, from affected landowners where necessary to construct the street improvements.
Notarized and recorded agreement or documents authorizing the offsite grading shall be submitted to the Public Works / Engineering Department. 200. Byers Road Improvements – Improvements on Byers Road fronting the development shall be completed to the Industrial Collector (2 lanes) designation with an ultimate half-width Right of Way of 39 feet, 28 feet curb-to-centerline paved width, and an 11-foot landscaped Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 946
Menifee Mayor and City Council November 20, 2024 Page 1792 of 2294 parkway that includes a 6-foot sidewalk, prior to issuance of the Certificate of Occupancy.
The improvements shall be adequately transitioned to the existing or proposed street improvements. It shall be the sole responsibility of the developer / property owner to obtain all proposed or required easements and / or permissions necessary to perform offsite grading, from affected landowners where necessary to construct the street improvements.
Notarized and recorded agreement or documents authorizing the offsite grading shall be submitted to the Public Works / Engineering Department. 201. Kuffel Road Improvements – Improvements on Kuffel Road fronting the development shall be completed to the General Local (2-lane) designation with an ultimate half-width rightof-way of 30 feet, a paved curb-to-centerline width of 20 feet, and a 10-foot landscaped parkway that includes a 6-foot sidewalk, prior to issuance of the Certificate of Occupancy.
The improvements shall be adequately transitioned to the existing or proposed street improvements. It shall be the sole responsibility of the developer / property owner to obtain all proposed or required easements and / or permissions necessary to perform offsite grading, from affected landowners where necessary to construct the street improvements.
Notarized and recorded agreement or documents authorizing the offsite grading shall be submitted to the Public Works / Engineering Department. 202. Driveways and Driveway Approaches – Driveways and Driveway Approaches as shown on the approved plot plan shall be designed and constructed prior to issuance of Certificate of Occupancy. The driveways shall be designed and constructed in accordance with City of Menifee standards and specifications and meet spacing requirements as well as other City requirements.
E. TRAFFIC ENGINEERING
203. Traffic Study – The development shall comply with all the improvements and mitigation measures identified to be constructed or provided in the traffic study approved by the Public Works / Engineering Department. The following Traffic Study was reviewed and approved by the City:
a. Traffic Study for the CADO Warehouse Project In the City of Menifee, prepared by Kimley Horn, dated September 2023.
All required improvements and mitigations identified in the City-approved traffic study shall be included in all improvement plans for review and approval by the Public Works / Engineering Department. Additional improvements may be required to address public safety and welfare, as determined by the Public Works Director / City Engineer.
Prior to Issuance of Construction Permit:
204. Sight Distance Analysis – Sight distance analysis shall be conducted at all project roadway entrances for conformance with City sight distance standards. The analysis shall be reviewed and approved by the Public Works Director / City Engineer, and shall be incorporated in the final the grading plans, street improvement plans, and landscape improvement plans.
205. Signing and Striping Plan – Prior to issuance of a construction permit, any necessary signing and striping for Wheat Street and Byers Road or any offsite improvements shall be Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 947
Menifee Mayor and City Council November 20, 2024 Page 1793 of 2294 approved by the Public Works Director / City Engineer in accordance with City ordinances, standards and specifications, and with the latest edition of the CAMUTCD. 206. Driveway Geometrics – Final driveway geometrics may be modified in final engineering as approved by the City Engineer / Public Works Director. Driveways shall meet current standard radii on all existing and proposed commercial drive approaches used as access to the proposed development. The developer shall adhere to all City standards and regulations for access and ADA guidelines.
207. Construction Traffic Control Plan – Prior to start of any project related construction, the developer / property owner shall submit to the Public Works / Engineering Department for review and approval, a Construction Traffic Control Plan in compliance with all applicable City ordinances, standards and specifications, and the latest edition of the CAMUTCD. This traffic control plan shall address impacts from construction vehicular traffic, noise, and dust and shall propose measures to mitigate these effects. The traffic control plan shall include a Traffic Safety Plan for safe use of public roads right of way during construction. The plan shall specify the following mitigation measures to address the following:
a. Dust and dirt fallout from truck loads that gets entrained onto City roadways:
(1) Biweekly street sweeping during construction activity, and daily during all grading operations. (2) Approved BMPs shall be installed at all approved construction entrances as part of the SWPPP.
b. Noise from construction truck traffic: Include construction time and operation of vehicles through surrounding residential streets.
c. Traffic safety within the road right-of-way: Include temporary traffic control measures and devices.
208. Fair Share Cost Estimates – The developer / property owner shall contribute fair share costs for associated intersection geometrics and roadway improvements. A fair share cost estimate shall be prepared by developer / property owner that reflects costs at the time of project construction and be based on conceptual exhibits showing the proposed improvements overlaid onto the existing roadway in order to determine the construction cost of said improvement. The developer / property owner shall submit the conceptual exhibits and cost estimates to the Engineering Department for review, and the cost exhibits shall be approved prior to issuance of an encroachment permit for construction.
Prior to Issuance of Any Certificate of Occupancy:
209. Construction of Roadway Improvements – The developer / property owner shall design and construct the following roadway improvements. The improvements shall be complete prior to any certificate of occupancy.
• Wheat Street Frontage Improvements:
a. Construct Wheat Street as a 2-lane Industrial Collector (78 feet total rightof-way width). The improvements shall extend to the centerline plus an additional 12 feet past the centerline, including the necessary offsite transitions to the existing pavement as approved by the Public Works Director / City Engineer. The design shall be finalized in final engineering.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 948
Menifee Mayor and City Council November 20, 2024 Page 1794 of 2294 b. Modify the existing northbound shared lane to a right-turn only lane, such that no left turns are allowed at the intersection of Wheat Street and Ethanac Road.
• Byers Road Frontage Improvements:
a. Construct Byers Road as a 2-lane Industrial Collector (78 feet total rightof-way width). The improvements shall extend to the centerline plus an additional 12 feet past the centerline, including the necessary offsite transitions to the existing pavement as approved by the Public Works Director / City Engineer. The design shall be finalized in final engineering. • Kuffel Road Frontage Improvements:
a. Construct Kuffel Road as a 2-lane General Local (60 feet total right-of-way width). The improvements shall extend to the centerline plus an additional 12 feet past the centerline, including the necessary offsite transitions to the existing pavement as approved by the Public Works Director / City Engineer. The design shall be finalized in final engineering. • Traffic Signal and Related Improvements at Intersection of Ethanac Road and Byers Road:
a. Install a traffic signal. The traffic signal shall provide protected westbound left-turn phasing.
b. Modify the existing northbound shared lane to a right-turn only lane. c. Add a dedicated northbound left-turn lane.
d. Increase the left-turn pocket length to 350 feet.
• Traffic Signal and Related Improvements at Intersection of Murrieta Road and Ethanac Road:
a. Add a dedicated northbound right-turn lane.
b. Modify the existing traffic signal as follows:
• Add northbound right-turn overlap phasing.
• Modify the northbound / southbound phasing from “split” to “protected”.
c. Add an eastbound right-turn lane.
d. Add a dedicated northbound left-turn lane.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 949
Menifee Mayor and City Council November 20, 2024 Page 1795 of 2294 • Traffic Signal and Related Improvements at Intersection of Evans Road and Ethanac Road:
a. Install a traffic signal. The traffic signal shall provide northbound right-turn overlap phasing.
b. Modify the existing northbound shared lane to a right-turn lane. c. Add a northbound left-turn lane.
210. RBBD Reimbursement for Traffic Signal and Related Improvements at Intersection of Murrieta Road and Ethanac Road – In the event where a Road and Bridge Benefit District (RBBD) is established that includes improvements constructed by this project at the intersection of Murrieta Road and Ethanac Road, the developer / property owner may enter into an RBBD Agreement with the City of Menifee providing reimbursement for applicable improvements in the form of credit to required RBBD payments. In the event where the constructed improvements exceed the project’s RBBD obligations, the project shall receive reimbursement for said improvements upon receipt of RBBD fees from applicable adjacent projects.
211. RBBD Reimbursement for Traffic Signal and Related Improvements at Intersection of Evans Road and Ethanac Road – In the event where a Road and Bridge Benefit District (RBBD) is established that includes improvements constructed by this project at the intersection of Evans Road and Ethanac Road, the developer / property owner may enter into an RBBD Agreement with the City of Menifee providing reimbursement for applicable improvements in the form of credit to required RBBD payments. In the event where the constructed improvements exceed the project’s RBBD obligations, the project shall receive reimbursement for said improvements upon receipt of RBBD fees from applicable adjacent projects.
212. Fair Share Cost Participation for Offsite Improvements – The developer / property owner shall pay fair share costs for the offsite improvements listed below. If a listed improvement is part of the City of Menifee DIF program, then developer / property owner may pay DIF fees, and such payment shall constitute full satisfaction of this fair share condition for that improvement. If an improvement is part of the TUMF program, then developer / property owner may pay TUMF fees, and such payment shall constitute full satisfaction of this fair share condition for that improvement. If an improvement is not part of the DIF or TUMF programs, then the developer / property owner shall pay a fair share cost for that improvement which shall be calculated as set forth in Condition No. 233 based on the percentage of fair share listed below for each improvement:
a. I-215 Southbound Ramps at Ethanac Road: Improve intersection geometrics at a fair share cost of 22.1% of the total cost of the improvements.
The intersection improvements are as follows:
a. Add a second eastbound through lane.
b. Add a second westbound left-turn lane.
c. Modify the southbound approach to provide one left-turn lane, one rightturn lane, and one shared left / thru / right lane.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 950
Menifee Mayor and City Council November 20, 2024 Page 1796 of 2294 d. Add a free eastbound right-turn lane.
b. I-215 Northbound Ramps at Ethanac Road: Improve intersection geometrics at a fair share cost of 15.9% of the total cost of the improvements. The intersection improvements are as follows:
a. Add a second eastbound through lane.
b. Add a second westbound through lane.
c. Add a dedicated westbound right-turn lane.
d. Add a second eastbound left-turn lane.
e. Add a second northbound left-turn lane.
c. Intersection of Trumble Road and Ethanac Road: Improve intersection geometrics at a fair share cost of 5.2% of the total cost of the improvements.
The intersection improvements are as follows:
a. Add a second eastbound through lane.
b. Add a second westbound through lane.
d. Traffic Signal and Related Improvements at Intersection of Sherman Road and Ethanac Road: Improve intersection geometrics at a fair share cost of 5.2% of the total cost of the improvements. The intersection improvements are as follows:
a. Install a traffic signal. The traffic signal shall provide protected left-turn phasing on the eastbound / westbound approaches, as well as split phasing on the northbound / southbound approaches.
b. Add a second eastbound through lane.
c. Add a second westbound through lane.
d. Modify the northbound approach to include a dedicated left-turn lane and a shared left / thru / right lane.
e. Add a dedicated southbound left-turn lane.
f. Add a dedicated eastbound left-turn lane.
g. Add a dedicated westbound left-turn lane.
e. Traffic Signal at Intersection of Murrieta Road and Rouse Road: Improve intersection geometrics at a fair share cost of 10.2% of the total cost of the improvements. The intersection improvements are as follows:
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 951
Menifee Mayor and City Council November 20, 2024 Page 1797 of 2294 a. Install a traffic signal.
f. I-215 Southbound Ramps at McCall Boulevard: Improve intersection geometrics at a fair share cost of 6.4% of the total cost of the improvements.
The intersection improvements are as follows:
a. Add a second southbound right-turn lane.
b. Add a southbound left-turn lane.
g. I-215 Northbound Ramps at McCall Boulevard: Improve intersection geometrics at a fair share cost of 1.9% of the total cost of the improvements.
The intersection improvements are as follows:
a. Add a second northbound right-turn lane.
Additional Improvements – The City Engineer will determine whether the following additional improvements will be constructed or funded through a fair share cost participation by the Developer:
a. Traffic Signal and Related Improvements at Intersection of Murrieta Road and Ethanac Road:
i. Add a dedicated northbound right-turn lane.
ii. Modify the existing traffic signal as follows:
1. Add northbound right-turn overlap phasing.
2. Modify the northbound / southbound phasing from “split” to “protected”.
iii. Add an eastbound right-turn lane.
b. Traffic Signal and Related Improvements at Intersection of Evans Road and Ethanac Road:
i. Install a traffic signal. The traffic signal shall provide northbound right-turn overlap phasing.
ii. Modify the existing northbound shared lane to a right-turn lane. iii. Add a northbound left-turn lane.
213. RBBD Replacement of Fair Share Contributions – In the event where a RBBD is established prior to the fair share contribution requirements, the project’s RBBD obligation shall supersede any applicable fair share requirement.
F. NPDES and WQMP
214. Stormwater Management – All City of Menifee requirements for NPDES and Water Quality Management Plans (WQMP) shall be met per City of Menifee Municipal Code Chapter 15.01 for Stormwater/Urban Runoff Management Program and as determined and approved by the Public Works Director / City Engineer. This project is required to submit a project specific WQMP prepared in accordance with the latest WQMP guidelines approved by the Regional Water Quality Control Board.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 952
Menifee Mayor and City Council November 20, 2024 Page 1798 of 2294 215. Trash Enclosures Standards and Specifications – Storm runoff resulting in direct contact with trash enclosure, or wastewater runoff from trash enclosure are prohibited from running off a site onto the City MS4 without proper treatment. Trash enclosures in new developments and redevelopment projects shall meet new storm water quality standards including:
a. Provision of a solid impermeable roof with a minimum clearance height to allow the bin lid to completely open.
b. Constructed of reinforced masonry without wooden gates. Walls shall be at least 6 feet high.
c. Provision of concrete slab floor, graded to collect any spill within the enclosure. d. All trash bins in the trash enclosure shall be leak proof with lids that are continuously kept closed.
e. The enclosure area shall be protected from receiving direct rainfall or run-on from collateral surfaces.
f. The trash enclosure shall be lockable and locked when not in use with a 2-inch or larger brass resettable combination lock. Only employees and staff authorized by the enclosure property owner shall be given access.
Any standing liquids within the trash enclosures without floor drain must be cleaned up and disposed of properly using a mop and a bucket or a wet/dry vacuum machine. All nonhazardous liquids without solid trash may be put in the sanitary sewer as an option, in accordance with Eastern Municipal Water District (EMWD) criteria.
An alternate floor drain from the interior of the enclosure that discharges to the sanitary sewer may be constructed only after obtaining approval from EMWD. This option requires the following:
a. The trash enclosure shall be lockable and locked when not in use with a 2-inch or larger brass resettable combination lock. Only employees and staff authorized by the enclosure property owner shall be given access. This requirement may not be applicable to commercial complexes with multiple tenants.
b. A waterless trap primer shall be provided to prevent escape of gasses from the sewer line and save water.
c. Hot and cold running water shall be provided with a connection nearby with an approved backflow preventer. The spigot shall be protected and located at the rear of the enclosure to prevent damage from bins.
216. SWRCB, TRASH AMENDMENTS - The State Water Resources Control Board (State Board) adopted amendments to the Water Quality Control Plan for Ocean Waters of California and the Water Quality Control Plan for Inland Surface Waters, Enclosed Bays, and Estuaries – collectively referred to as the “Trash Amendments.” Applicable requirements per these amendments shall be adhered to with implementation measures, prior to building Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 953
Menifee Mayor and City Council November 20, 2024 Page 1799 of 2294 permit issuance. Projects determined to be within Priority Land Uses as defined in the Trash Amendments, shall provide trash full capture devices to remove trash from all Priority Land Use areas that will contribute storm water runoff to the City of Menifee’s MS4. All trash full capture devices shall be listed on the State Board’s current list of certified full capture devices posted on their website:
https://www.waterboards.ca.gov/water_issues/programs/stormwater/trash_implementation. shtml
All trash full capture devices shall be approved by State or Regional Water Quality Control Board staff. Storm water runoff from privately owned Priority Land Use areas shall be treated by full capture devices located within privately owned storm drain structures or otherwise located on the privately owned property, whenever possible. Runoff from Priority Land Use areas created or modified by the project, and which are proposed to be City owned, shall be treated by full capture devices located within city-owned storm drains or otherwise located within the public right of way.
Prior to Grading Permit Issuance:
217. Final Project-Specific Water Quality Management Plan (Final WQMP) – The following report was reviewed and approved by the City:
a. Project Specific Preliminary Water Quality Management, prepared by Albert A.
Webb Associates, dated October 15, 2021.
Prior to issuance of a grading permit, a FINAL project-specific WQMP in substantial conformance with the approved PRELIMINARY WQMP, shall be reviewed and approved by the Public Works / Engineering Department. Additionally, the FINAL WQMP shall also include the following:
a. A signed Owner’s / Preparer’s Certification.
b. Biotreatment units (Modular Wetlands) in place of the catch basins that are proposed to capture and route the offsite flows to the onsite bioretention basin. c. City-approved construction plans in Appendix 2.
d. The City-approved final geotechnical / supplemental report in Appendix 3. e. The City-approved Phase I ESA in Appendix 4.
f. Design calculations for the biotreatment units in Appendix 6. g. Project-specific source control information in Appendix 8. h. The operation and maintenance plan and documentation of finance, maintenance, and recording mechanisms in Appendix 9.
i. BMP Fact Sheets, maintenance guidelines, and other end-user BMP information in Appendix 10.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 954
Menifee Mayor and City Council November 20, 2024 Page 1800 of 2294 The final developed project construction plans shall implement all structural and nonstructural BMPs specified in the approved FINAL WQMP. One copy of the approved FINAL WQMP on a CD-ROM or USB in PDF format shall be submitted to the Public Works / Engineering Department for review and approval.
218. Revising the FINAL WQMP - In the event the Final WQMP requires design revisions that will substantially deviate from the approved preliminary WQMP, a revised or new WQMP shall be submitted for review and approval by the Public Works / Engineering Department.
The cost of reviewing the revised/new WQMP shall be charged on a time and materials basis.
The fixed fee to review a FINAL WQMP shall not apply, and a deposit shall be collected from the applicant to pay for reviewing the substantially-revised WQMP. 219. WQMP Maintenance Agreement – All water quality features or BMPs that address onsite drainage shall be located within the property limits, and the maintenance shall be the full responsibility of the developer / project owner. Prior to, or concurrent with the approval of the FINAL WQMP, the developer / property owner shall record Covenants, Conditions and Restrictions (CC&R’s) that addresses the implementation and maintenance of proposed WQMP BMPs, or enter into an acceptable maintenance agreement with the City to inform future property owners of the requirement to perpetually implement the approved FINAL WQMP.
Prior to Issuance of Any Certificate of Occupancy:
220. WQMP/BMP Education – Prior to issuance of any Certificate of Occupancy, the developer / project owner shall provide the City proof of notification to future occupants of all BMP’s and educational and training requirements for said BMP’s as directed in the approved FINAL WQMP. Proof of notification shall be provided to the Public Works / Engineering Department in forms determined acceptable by the Public Works Director / City Engineer.
Public Education Program materials may be obtained from the Flood Control District’s NPDES Section through their website at www.rcwatershed.org.
A copy of the notarized affidavit must be placed in the FINAL WQMP. The Public Works / Engineering Department MUST also receive the original notarized affidavit with the plan check submittal in order to clear the appropriate condition. Placing a copy of the affidavit without submitting the original will not guarantee clearance of the condition. 221. Implement WQMP - All structural BMPs described in the FINAL WQMP shall be constructed and installed in conformance with approved plans and specifications. It shall be demonstrated that the applicant is prepared to implement all BMPs described in the approved FINAL WQMP and that copies of the approved FINAL WQMP are available for the future owners/occupants. The City will not release occupancy permits for any portion of the project until all proposed BMPs described in the approved FINAL WQMP, to which the portion of the project is tributary to, are completed and operational. 222. Inspection of BMP Installation – Prior to issuance of any Certificate of Occupancy, all structural BMPs included in the approved FINAL WQMP shall be inspected for completion of installation in accordance with approved plans and specifications, and the FINAL WQMP.
The Public Works Stormwater Inspection team shall verify that all proposed structural BMPs are in working conditions, and that a hard copy and / or digital copy of the approved FINAL WQMP are available at the site for use and reference by future owners/occupants. The inspection shall ensure that the FINAL WQMP at the site includes the BMP Operation and Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 955
Menifee Mayor and City Council November 20, 2024 Page 1801 of 2294 Maintenance Plan, and shall include the site in a City-maintained database for future periodic inspection.
G. WATER, SEWER, and RECYCLED WATER
223. EMWD Minimum Standards – All public water, sewer and recycled water improvements shall be designed per City standards and ordinances and Eastern Municipal Water District (EMWD) standards and specifications, including required auxiliaries and appurtenances. The final design, including pipe sizes and alignments, shall be subject to the approval of EMWD and the City of Menifee.
224. Utility Improvement Plans – Public Water, Sewer and Recycled Water improvements shall be drawn on City title block for review and approval by the Public Works / Engineering Department and EMWD.
225. Onsite and Offsite Sewer, Water and Recycled Water Improvements – All public onsite and offsite sewer, water and recycled water improvements shall be guaranteed for construction prior to building permit and approval of improvement plans. 226. Sewer Lines – Any new public sewer line alignments or realignments shall be designed such that the manholes are aligned with the center of lanes or on the lane line and in accordance with City standards and ordinances and EMWD standards and specifications. 227. Water Mains and Hydrants - All water mains and fire hydrants providing required fire flows shall be constructed in accordance with City standards and ordinances, as well as those of the Riverside County Fire Department and EMWD standards and specifications.
H. CFD
Prior to Final Map Recordation:
228. Annexation to the CFD – Prior to final map recordation, the developer / property owner shall complete the annexation of the proposed development, into the boundaries of the City of Menifee CFD. The CFD shall be responsible for:
a. The maintenance of public improvements or facilities that benefit this development, including but not limited to, the following: Public landscaping, streetlights, streets, drainage facilities, water quality BMPs, graffiti abatement, and other public improvements or facilities as approved by the Public Works Director / City Engineer.
b. The developer / property owner shall be responsible for all costs associated with the annexation of the proposed development in the CFD. 229. CFD Annexation Agreement – In the event timing for this development’s schedule prevents the developer / property owner from complying with the above condition of approval for CFD annexation, the developer shall enter into a CFD annexation agreement to allow the annexation to complete after map recordation but prior to the issuance of a building permit.
The developer shall be responsible for all costs associated with the preparation of the CFD annexation agreement. The agreement shall be approved by the City Council prior to issuance of a building permit.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 956
Menifee Mayor and City Council November 20, 2024 Page 1802 of 2294 230. Landscape Improvement Plans for CFD Maintenance – Landscape improvements within public ROW and / or areas dedicated to the City for the citywide CFD to maintain shall be prepared on a separate City CFD plan for review and approval by the Public Works / Engineering Department.
231. CFD Landscape Guidelines and Improvement Plans – All landscape improvements for maintenance by the CFD shall be designed and installed in accordance with City CFD Landscape Guidelines and shall be drawn on a separate improvement plan on City title block.
The landscape improvement plans shall be reviewed and approved by the Public Works / Engineering Department prior to issuance of a construction permit. 232. Landscaping Within the Public Right-of-Way – The parkway areas around the sidewalk within the public right-of-way fronting the entire property shall be landscaped and irrigated per City standards and guidelines. These areas shall be maintained by the CFD. 233. Maintenance of CFD Accepted Facilities – All landscaping and appurtenant facilities to be maintained by the citywide CFD shall be built to City standards. The developer shall be responsible for ensuring that landscaping areas to be maintained by the CFD have its own controller and meter system, separate from any private controller/meter system.
I. WASTE MANAGEMENT
Prior to Building Permit Issuance:
234. Recyclables Collection and Loading Area Plot Plan - Prior to the issuance of a building permit for each building, the applicant shall submit three (3) copies of a Recyclables Collection and Loading Area plot plan to the City of Menifee Engineering/Public Works Department for review and approval. The plot plan shall show the location of and access to the collection area for recyclable materials, along with its dimensions and construction detail, including elevation/façade, construction materials and signage. The plot plan shall clearly indicate how the trash and recycling enclosures shall be accessed by the hauler.
The applicant shall provide documentation to the Community Development Department to verify that Engineering and Public Works has approved the plan prior to issuance of a building permit.
235. Waste Recycling Plan - Prior to the issuance of a building permit for each building, a Waste Recycling Plan (WRP) shall be submitted to the City of Menifee Engineering/Public Works Department for approval. Completion of Form B “Waste Reporting Form” of the Construction and Demolition Waste Diversion Program may be sufficient proof of WRP compliance, as determined by the Public Works Director / City Engineer. At a minimum, the WRP must identify the materials (i.e., concrete, asphalt, wood, etc.) that will be generated by construction and development, the projected amounts, the measures/methods that will be taken to recycle, reuse, and / or reduce the amounts of materials, the facilities and / or haulers that will be utilized, and the targeted recycling or reduction rate. During project construction, the project site shall have, at a minimum, two (2) bins; one for waste disposal and the other for recycling of Construction and Demolition (C&D) materials. Additional bins are encouraged to be used to further source separation of C&D recyclable materials. Accurate record keeping (receipts) for recycling of C&D recyclable materials and solid waste disposal must be kept.
Arrangements shall be made through the City’s franchise hauler, Waste Management.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 957
Menifee Mayor and City Council November 20, 2024 Page 1803 of 2294 Prior to Issuance of Any Certificate of Occupancy:
236. Waste Management Clearance - Prior to issuance of an occupancy permit for each building, evidence (i.e., receipts or other type of verification) shall be submitted to demonstrate project compliance with the approved WRP to the Engineering and Public Works Department in order to clear the project for occupancy permits. Receipts must clearly identify the amount of waste disposed and Construction and Demolition (C&D) materials recycled. Completion of Form C, “Waste Reporting Form” of the Construction and Demolition Waste Diversion Program along with the receipts may be sufficient proof of WRP compliance, as determined by the Public Works Director / City Engineer.
The developer shall use the City’s franchise hauler, Waste Management.
J. FEES, DEPOSITS and DEVELOPMENT IMPACT FEES
237. Fees and Deposits – Prior to approval of grading plans, improvement plans, issuance of building permits, map recordation, and / or issuance of certificate of occupancy, the developer / property owner shall pay all fees, deposits as applicable. These shall include the regional Transportation Uniform Mitigation Fee (TUMF), Development Impact Fees (DIF), and any applicable regional fees including potential Road and Bridge Benefit District (RBBD) Fees. Said fees and deposits shall be collected at the rate in effect at the time of collection as specified in current City resolutions and ordinances. 238. Road Bridge Benefit District – The applicant shall pay the RBBD fees based on the designated land use and areas, prior to the issuance of a building permit. Should the project proponent choose to defer the time of payment, a written request shall be submitted to the City, deferring said payment from the time of issuance of a building permit to issuance of a certificate of occupancy. Fees which are deferred shall be based upon the fee schedule in effect at the time of issuance of the permit of each parcel. 239. TUMF Fees – Prior to the issuance of an occupancy permit, the developer / property owner shall pay the Transportation Uniform Mitigation Fee (TUMF) in accordance with the fee schedule in effect at the time of issuance, pursuant to adopted City Ordinance governing the TUMF program.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 958
Menifee Mayor and City Council November 20, 2024 Page 1804 of 2294 Tentative Parcel Map Conditions of Approval
Standard Policies and Procedures
240. Subdivision Map Act – The developer / property owner shall comply with the State of California Subdivision Map Act and all other laws, ordinances, and regulations pertaining to the subdivision of land.
241. Existing and Proposed Easements – The final map shall correctly show all existing easements, traveled ways, drainage courses, and encumbrances. Any omission or misrepresentation of these documents may require said map to be resubmitted for further consideration.
242. Final Map Submittal Process – Appropriate final map plan check submittal forms shall be completed and appropriate fees or deposits paid. Prior to approval of the final map by the City Council, the developer / property owner shall provide along with the final map mylars, electronic files of the final map on Compact Disc (CD), in one of the following formats: (a) Auto CAD DXF, (b) GIS shapefile (made up of ESRI extensions .shp, .shx and .dbf) and (c) Geodatabase (made up of ESRI extension .gdb). CAD files created with the latest version shall only be accepted if approved by the Public Works Director / City Engineer.
A. GENERAL CONDITIONS
243. Parcel Map – The proposed development includes eight (8) parcels that will be consolidated into one (1) parcel, and as such, the developer / project owner shall prepare and file a parcel map. The parcel map shall be submitted to the Public Works / Engineering Department for review and approval prior to recordation.
B. DEDICATIONS
244. Street Dedications – Street dedications shall conform to all applicable City Design Standards and Specifications, the City General Plan, and all other relevant laws, rules and regulations governing street construction in the City.
a. Wheat Street – The dedication for Wheat Street along the project frontage shall be for an Industrial Collector (2-lane) designation with an ultimate half-width right-of-way of 39 feet.
b. Byers Road – The dedication for Byers Road along the project frontage shall be for an Industrial Collector (2-lane) designation with an ultimate half-width right-of-way of 39 feet.
c. Kuffel Road – The dedication for Kuffel Road along the project frontage shall be for a General Local (2-lane) designation with an ultimate half-width right-ofway of 30 feet.
C. FEES, DEPOSITS and DEVELOPMENT IMPACT FEES
245. Fees and Deposits – Prior to map recordation, the developer / property owner shall pay all fees, deposits as applicable. These shall include the regional Transportation Uniform Mitigation Fee (TUMF), Development Impact Fees (DIF), and any applicable regional fees Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 959
Menifee Mayor and City Council November 20, 2024 Page 1805 of 2294 including potential Road and Bridge Benefit District (RBBD) Fees. Said fees and deposits shall be collected at the rate in effect at the time of collection as specified in current City resolutions and ordinances.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 960
Menifee Mayor and City Council November 20, 2024 Page 1806 of 2294 Section III:
Building and Safety Department
Conditions of Approval
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 961
Menifee Mayor and City Council November 20, 2024 Page 1807 of 2294
GENERAL REQUIREMENTS
246. Final Building & Safety Conditions. Final Building & Safety Conditions will be addressed when building construction plans are submitted to Building & Safety for review. These conditions will be based on occupancy, use, the California Building Code (CBC), and related codes which are enforced at the time of building plan submittal. 247. Compliance with Code. All Design components shall comply with applicable provisions of the 2019 edition of the California Building, Plumbing and Mechanical Codes; 2019 California Electrical Code; California Administrative Code, 2019 California Energy Codes, 2019 California Green Building Standards, California Title 24 Disabled Access Regulations, and City of Menifee Municipal Code. If a code cycle changes prior to submission of any plans or documents, the plans submitted shall be updated to the current State of California, Title 24, Code of Regulations, City of Menifee Ordinance, or any other state, federal, or city requirements.
248. ADA Access. Applicant shall provide details of all applicable disabled access provisions and building setbacks on plans to include:
a. Disabled access from the public way to the main entrance of the building. b. Van accessible parking located as close as possible to the main entrance of the building.
c. Accessible path of travel from parking to the furthest point of improvement. d. Path of accessibility from parking to furthest point of improvement. e. Accessible path of travel from public right of way to all public areas on site, such as enclosures, clubhouses and picnic areas.
249. California Green Building Code Requirements.
a. The plans shall clearly indicate the location and total amount of Clean Air Vehicle (CAV) parking stalls as required, if applicable.
b. The plans shall clearly indicate the location and total amount of future electric vehicle (EV) parking stalls within the site.
250. County of Riverside Mount Palomar Ordinance. Applicant shall submit, at the time of plan review, a complete exterior site lighting plan with a “photometric study” showing compliance with County of Riverside Mount Palomar Ordinance Number 655 for the regulation of light pollution. All streetlights and other outdoor lighting shall be shown on electrical plans submitted to the Building & Safety Department. Any outside lighting shall be hooded and aimed not to shine directly upon adjoining property or public rights-of-way. All exterior LED light fixtures shall be 3,000 kelvin and below. 251. Street Name Addressing. Applicant must obtain street name addressing for all proposed buildings by requesting street name addressing and submitting a site plan for commercial, residential/tract, or multi-family residential projects. 252. Obtain Approvals Prior to Construction. Applicant must obtain all building plans and permit approvals prior to commencement of any construction work. 253. Obtaining Separate Approvals and Permits. Temporary construction/sales trailers, temporary power poles/generators, trash enclosures, patio covers, light standards, building and monument signage, and any block walls will require separate approvals and permits.
Solid covers are required over new and existing trash enclosures.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 962
Menifee Mayor and City Council November 20, 2024 Page 1808 of 2294 254. Sanitary Sewer and Domestic Water Plan Approvals. On-site sanitary sewer and domestic water plans will require separate approvals and permits from Building and Safety.
A total of 6 sets shall be submitted.
255. Demolition. (If applicable) Demolition permits require separate approvals and permits.
AQMD notification and approval may be required.
256. Hours of Construction. Signage shall be prominently posted at the entrance of the project indicating the hours or construction, as allowed by the City of Menifee Municipal Ordinance 8.01.010, for any site within one-quarter mile of an occupied residence. The permitted hours of construction are Monday through Saturday 6:30am to 7:00pm. No work is permitted on Sundays and nationally recognized holidays unless approval is obtained from the City Building Official or City Engineer.
257. House Electrical Meter. Provide a house electrical meter to provide power for the operation of exterior lighting, irrigation pedestals and fire alarm systems for each building on the site. Developments with single user buildings shall clearly show on the plans how the operation of exterior lighting and fire alarm systems when a house meter is not specifically proposed.
AT PLAN REVIEW SUBMITTAL
258. Submitting Plans and Calculations. Applicant must submit to Building & Safety one (1) complete set of each document listed below for electronic submittals or, seven (7) complete sets of plans and two (2) sets of supporting documents, two (2) sets of calculations for review including:
All plans shall be submitted on minimum 24” x 36” size paper or digital equivalent.
General Requirements
a. All sheets of the plans and the first sheet of the calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. (Business & Professions Code 5802), (Business & Professions Code 5536.1, 5802, & 6735)
Cover Sheet
b. Vicinity Map
c. Parcel number and Site Address
d. Business Name
e. Building data: Building Type of Construction, Square Feet of leased area intended use/occupancy, occupant loads, Building Code Data: 2019 California Building Code, 2019 California Electrical Code, 2019 California Mechanical Code, 2019 California Plumbing Code, 2019 California Green Building Code, 2019 California Energy Code, and 2019 California Fire Code. f. List any flammable/combustible materials, chemicals, toxics, or hazardous materials used or stored and total quantities or each, including MSDS reports. g. Indicate if the building has a fire sprinkler system.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 963
Menifee Mayor and City Council November 20, 2024 Page 1809 of 2294 h. Sheet Index
Plot Plans
a. North Arrow
b. Property Lines/Easements
c. Street/Alleys
d. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan.
PRIOR TO ISSUANCE OF BUILDING PERMITS
259. All associated Building Fees to be paid.
260. Each Department is required to Approve, with a signature.
PRIOR TO START OF CONSTRUCTION
261. Pre-Construction Meeting. A pre-construction meeting is required with the building inspector prior to the start of the building construction.
PRIOR TO TEMPORARY CERTIFICATE OF OCCUPANCY (IF APPLICABLE) 262. Temporary Certificate of Occupancy. Application and deposit to be submitted, a minimum of 5 working days prior to effective date. Each department is required to provide an Exhibit’ clearly identifying those Conditions of Approval that remain outstanding with a signature.
PRIOR TO CERTIFICATE OF OCCUPANCY
263. Each department is required to Review and Approve with a signature once ALL Conditions of Approval have been Met/Approved.
PRIOR TO FINAL INSPECTION
264. Each department that has conditions shall have completed and approved their final inspection prior to requesting the final inspection by the Building and Safety Department.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 964
Menifee Mayor and City Council November 20, 2024 Page 1810 of 2294 Section IV:
Office of the Fire Marshal
Conditions of Approval
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 965
Menifee Mayor and City Council November 20, 2024 Page 1811 of 2294 It is the responsibility of the recipient of these Fire Department conditions to forward then to all interested parties. The permit number (as it is noted above) is required on all correspondence.
Additional information is available at our website: www.rvcfire.org Questions should be directed to the Riverside County Fire Department, Office of the Fire Marshal at City of Menifee 29714 Haun Rd., Menifee, CA 92586. Phone (951)723-3767
COMMENTS
265. Surface Load and Capabilities- Fire apparatus access roads shall be designed to support the impose loads of fire apparatus [80,000 pound live load (gross vehicular weight) distributed over two axles] and shall be surfaced so as to provide all-weather driving capabilities [rear wheel drive apparatus] for the length and grade(s) of the fire apparatus access road.
266. Aerial Fire Apparatus Access Roads- Where the vertical distance between grade plane and the highest roof surface exceeds 30 feet, approved aerial fire apparatus access roads shall be provided. Aerial fire apparatus access roads shall have unobstructed width of 26 feet, exclusive of shoulders, in the immediate vicinity of the building or portion thereof, with an unobstructed vertical clearance of 13 feet 6 inches. 267. Minimum Required Fire Flow - The Fire Department is required to set a minimum fire flow for the remodel or construction of all commercial buildings in accordance with Ordinance 787 and the California Fire Code. A fire flow of 4000 gpm for a 4-hour duration at 20 psi residual operating pressure must be available before any combustible material is placed on the job site. A minimum number of 5 Super fire hydrant(s) (6”x4”x2½”x2½”) shall be provided for this project. Additional fire hydrants may be required to meet the spacing requirements of the California Fire Code.
268. Hydrant System - A combination of on-site and off-site super fire hydrants (6”x4”x2½”x2½”) on a looped system shall be provided spaced an average of 300 feet between fire hydrants and in no case shall fire hydrants be further than 180 feet from any portion of on a street or road frontage as measured along approved vehicular travel ways.
Fire hydrant(s) shall be located so that no portion of the building is farther than 250 feet from any hydrant(s) as measured along approved vehicular travel ways. The required fire flow shall be available from any adjacent hydrant(s) in the system. 269. Additional Required Hydrants - Where new water mains are extended along streets where hydrants are not needed for protection of structures or similar fire problems, fire hydrants shall be provided at spacing not to exceed 1,000 feet to provide for transportation hazards.
270. Gates - Gate entrances shall be at least two feet wider than the width of the traffic lanes serving the gate. Any gate providing access from a road to a driveway shall be located at least 35 feet setback from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the road. Where a one-way road with a single traffic lane provides access to a gate entrance, 38 feet turning radius shall be used. 271. Auto Gates- Gates shall be automatic minimum 26 feet in width. Gate access shall be equipped with a rapid entry system to include OPTICOM and Knox Electric switches. Plan Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 966
Menifee Mayor and City Council November 20, 2024 Page 1812 of 2294 shall be submitted to the Fire Department for approval prior to installation. Automatic/manual gate pins shall be rated with shear pin force, not to exceed 30 pounds. Automatic gates shall be equipped with emergency backup power. Gates activated by the rapid entry system shall remain open until closed by the rapid entry system.
272. Fire Department Access - Fire apparatus access roads shall extend to within 150 feet of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building or facility. 273. Turn Around - Turn arounds shall be provided to all building sites on fire apparatus access roads over 150 feet in length and shall be within 50 feet of the building. The minimum outside turning radius for a turnaround shall be 38 feet, not including parking. If a hammerhead is used instead, the top of the “T” shall be a minimum of 110 feet in length. 274. Sprinkler System- Buildings or structures exceeding 3600 sq. ft are required to have approved CFC and NFPA 13 compliant fire sprinkler systems installed. ESFR system to be required for a project of this size.
275. Building Access - Shall comply per Table 3206.2 California Fire Code, fire apparatus access roads in accordance with Section 503 shall be provided within 150 feet of all portions of the exterior walls of buildings used for high pile storage. 276. Access Doors - Where building access is required by Table 3206.2, fire department access doors shall be provided in accordance with this section. Access doors shall be accessible without the use of a ladder.
277. Number of Doors Required - The required fire department access doors shall be distributed such that the lineal distance between adjacent fire department access door does not exceed 125 ft measured center to center.
278. Smoke and Heat Removal - Where smoke and heat removal is required by Table 3206.2 it shall be in accordance with Section 910.
If any of the conditions are unclear, difficult to understand, or you would like to set up a meeting, please contact me at (951) 723-3765 so that I can better assist you in the approval of this project.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 967
Menifee Mayor and City Council November 20, 2024 Page 1813 of 2294 Section V:
Riverside County Environmental Health
Conditions of Approval
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 968
Menifee Mayor and City Council November 20, 2024 Page 1814 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 969
Menifee Mayor and City Council November 20, 2024 Page 1815 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 970
Menifee Mayor and City Council November 20, 2024 Page 1816 of 2294 The undersigned warrants that he/she is an authorized representative of the project referenced above, that I am specifically authorized to consent to all of the foregoing conditions, and that I so consent as of the date set out below. _______________________________________________ ___________________ Signed Date
_______________________________________________ ___________________ Name (please print) Title (please print)
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 971
Menifee Mayor and City Council November 20, 2024 Page 1817 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 972
Menifee Mayor and City Council November 20, 2024 Page 1818 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 973
Menifee Mayor and City Council November 20, 2024 Page 1819 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 974
Menifee Mayor and City Council November 20, 2024 Page 1820 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 975
Menifee Mayor and City Council November 20, 2024 Page 1821 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 976
Menifee Mayor and City Council November 20, 2024 Page 1822 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 977
Menifee Mayor and City Council November 20, 2024 Page 1823 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 978
Menifee Mayor and City Council November 20, 2024 Page 1824 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 979
Menifee Mayor and City Council November 20, 2024 Page 1825 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 980
Menifee Mayor and City Council November 20, 2024 Page 1826 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 981
Menifee Mayor and City Council November 20, 2024 Page 1827 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 982
Menifee Mayor and City Council November 20, 2024 Page 1828 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 983
Menifee Mayor and City Council November 20, 2024 Page 1829 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 984
Menifee Mayor and City Council November 20, 2024 Page 1830 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 985
Menifee Mayor and City Council November 20, 2024 Page 1831 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 986
Menifee Mayor and City Council November 20, 2024 Page 1832 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 987
Menifee Mayor and City Council November 20, 2024 Page 1833 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 988
Menifee Mayor and City Council November 20, 2024 Page 1834 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 989
Menifee Mayor and City Council November 20, 2024 Page 1835 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 990
Menifee Mayor and City Council November 20, 2024 Page 1836 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 991
Menifee Mayor and City Council November 20, 2024 Page 1837 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 992
Menifee Mayor and City Council November 20, 2024 Page 1838 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 993
Menifee Mayor and City Council November 20, 2024 Page 1839 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 994
Menifee Mayor and City Council November 20, 2024 Page 1840 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 995
Menifee Mayor and City Council November 20, 2024 Page 1841 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 996
Menifee Mayor and City Council November 20, 2024 Page 1842 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 997
Menifee Mayor and City Council November 20, 2024 Page 1843 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 998
Menifee Mayor and City Council November 20, 2024 Page 1844 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 999
Menifee Mayor and City Council November 20, 2024 Page 1845 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1000
Menifee Mayor and City Council November 20, 2024 Page 1846 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1001
Menifee Mayor and City Council November 20, 2024 Page 1847 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1002
Menifee Mayor and City Council November 20, 2024 Page 1848 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1003
Menifee Mayor and City Council November 20, 2024 Page 1849 of 2294
NOTICE OF PUBLIC HEARING
TIME OF HEARING: 6:00 p.m. or as soon as possible thereafter.
DATE OF HEARING: November 6, 2024
PLACE OF HEARING: MENIFEE CITY COUNCIL CHAMBERS
29844 HAUN ROAD MENIFEE, CA 92586
A PUBLIC HEARING has been scheduled, pursuant to the City of Menifee Municipal Code, before the CITY OF MENIFEE CITY COUNCIL to consider the project shown below:
Project Title:
Appeal Nos. PLN 24-0169 and Appeal No. PLN 24-0182 of the Planning Commission Decision for the “CADO Menifee Industrial Warehouse Project” (Tentative Parcel Map [TPM] No. 38139 [PLN 22-0041] and Plot Plan No. PLN 21-0370)
Project Location:
The Project is generally located west of Interstate 215 (I-215) and south of State Highway (SH) 74, within the City of Menifee (City), County of Riverside, State of California. The Project is north of Corsica Lane, south of Kuffel Road, east of Wheat Street, and west of Byers Road. The Project site is located in the Economic Development Corridor- Northern Gateway (EDC-NG) zone of the City and is currently bordered by a scattering of existing rural residential properties (1-5 acres) and vacant land. The Project site consists of eight parcels (Assessor Parcel Numbers: 330-190-002 through -005 and 330-190-010 through -013).
General Plan Land Use and Zoning:
Economic Development Corridor – Northern Gateway (EDC-NG) Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1004
Menifee Mayor and City Council November 20, 2024 Page 1850 of 2294 The City Council will consider the following project at a public hearing:
On August 14, 2024, the Planning Commission held a duly noticed public hearing and voted 3-1-1 to approve Tentative Parcel Map (TPM) No. 38139 (PLN 22-0041) and Plot Plan No. PLN 21-0370 – CADO Menifee Industrial Warehouse Project along with the related environmental analysis. On August 20, 2024, the City received an application from the Golden State Environmental Justice Alliance to appeal the Planning Commission decision.
On August 23, 2024, the City received a second application from the City of Perris to appeal the Planning Commission decision.
Tentative Parcel Map No. PLN 22-0041 proposes to consolidate eight (8) parcels into one (1) industrial parcel.
The Project site is approximately 40.03 gross acres and 36.81 net acres.
Plot Plan No. No. PLN 21-0370 proposes a 700,037-square-foot warehouse/industrial building with 10,000 square feet of office space and 690,037 square feet of warehouse space on a 36.8-net acre (40.03 gross acre) site. There will be three (3) points of access on Byers Road and two (2) points of access on Wheat Street.
Associated facilities and improvements of the Project include on-site landscaping, parking, regional Project access, and off-site improvements (roadway improvements, storm drain, utilities).
Environmental Information: Additional environmental review of the appealed Project is not required. The Planning Commission adopted Resolution No. PC24-639 which was prepared for the Project (State Clearinghouse No. 2022040622), and mitigations measures were provided. The Environmental Impact Report (EIR) determined the Project could result in significant and unavoidable impacts under the category of Greenhouse Gas Emissions based on the analysis and findings in the Draft EIR and required adoption of a Statement of Overriding Considerations. Following the Project’s approval, a Notice of Determination was filed with the Riverside County Clerk’s Office and State Clearinghouse on August 16, 2024. The Environmental Impact Report can be found at the following web address: http://www.cityofmenifee.us/325/EnvironmentalNotices-Documents.
Any person wishing to comment on the proposed project may do so in writing between the date of this notice and the public hearing and be heard at the time and place noted above. All comments must be received prior to the time of public hearing. All such comments will be submitted to the City Council, and the City Council will consider such comments, in addition to any oral testimony, before making a decision on the proposed project.
If this project is challenged in court, the issues may be limited to those raised at the public hearing, described in this notice, or in written correspondence delivered to the City Council at, or prior to, the public hearing. Be advised that as a result of public hearings and comment, the City Council may amend, in whole or in part, the proposed project. Accordingly, the designations, development standards, design or improvements, or any properties or lands within the boundaries of the proposed project, may be changed in a way other than specifically proposed.
For further information regarding this project, please contact Ryan Fowler at (951) 723-3740 or e-mail [email protected], or go to the City of Menifee’s agenda web page at http://www.cityofmenifee.us. To view the case file for the proposed project contact the Community Development Department office at (951) 672- 6777 Monday through Friday, from 8:00 A.M. to 5:00 P.M. Please send all written correspondence to:
CITY OF MENIFEE COMMUNITY DEVELOPMENT DEPARTMENT
Attn: Ryan Fowler, Principal Planner
29844 Haun Road
Menifee, CA 92584
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1005
Menifee Mayor and City Council November 20, 2024 Page 1851 of 2294 City of Menifee
CADO Menifee Industrial Warehouse Project
Perris Appeal Comments and Responses
A-1 This comment explains that this leter is the City of Perris’ appeal leter in objec�on to the City of Menifee Planning Commission’s August 14, 2024 decision approving the Tenta�ve Parcel Map and Plot Plan to permit the construc�on and opera�on of the CADO Menifee Industrial Warehouse Project (Project) and the Final Environmental Impact Report (EIR) approved for the Project. This comment does not raise any substan�ve issues with the Final EIR and therefore no further response is needed. The following responses were prepared to address the substan�ve comments raised in the rest of the City of Perris’ appeal leter. Please refer to Responses to Comments A-2 through A-64.
A-2 This comment summarizes the Project and does not raise any specific comments regarding the Final EIR. No further response is warranted.
A-3 This comment is a general descrip�on of the Green Valley Specific Plan (GVSP), a master-planned community within the City of Perris. No specific comments concerning the deficiency of the Final EIR were made, and, therefore, no further response is warranted.
A-4 The City of Perris notes the residen�al units within the GVSP and the vicinity of the Project site but makes no specific claims on how the Final EIR did not adequately address impacts to surrounding residences. As addressed in the Final EIR Response to Comments G14, G16 and G18, Ethanac Road is currently a truck route. A global Traffic Study for the Menifee Economic Development Corridor (MEDC) area, including the addi�on of a truck corridor south of Ethanac Road, is currently being prepared in coordina�on with the City of Menifee and the City of Perris.
Any improvements to por�ons of intersec�ons or roadways shared with the City of Perris would be coordinated between the City of Menifee and City of Perris prior to final engineering for the Project.
A-5 The City of Perris states that the City of Menifee did not adequately address the City of Perris’ concerns expressed in the Project’s No�ce of Prepara�on (NOP) scoping process, Dra� EIR public review period, and following the Final EIR, but does not provide further detailed informa�on why their concerns were not adequately addressed. No further response is warranted. Addi�onally, the City of Menifee believes all previous responses to Perris’s Dra� EIR comment leter were thorough and adequate.
A-6 This comment reiterates that the City of Perris’ leter cons�tutes an appeal of the Planning Commission’s approval of the Project but does not raise any specific deficiencies. Please refer to the following Responses to Comments A-7 through A-64 prepared in response to the City of Perris’ comments.
A-7 This comment states that the City of Perris provided comments dated April 26 and August 14 on the Dra� EIR’s Project Descrip�on. This comment is acknowledged, and the City of Menifee responded to all comments on the Dra� EIR - see Response to Comments G3 through G7 in the Final EIR that were prepared in response to the City of Perris’ comment on the Project Descrip�on Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1006
Menifee Mayor and City Council November 20, 2024 Page 1852 of 2294 being inadequate. This comment does not provide any evidence how the Final EIR failed to address their comments or is an inadequate environmental document pursuant to the CEQA.
A-8 The Project Traffic Study recommended that the intersec�on of Wheat Street at Ethanac Road (intersec�on #9) is an�cipated to be right-in-right-out (RIRO) access. With this improvement, the intersec�on operates at an acceptable LOS and a traffic signal is not warranted. Therefore, no other improvements were recommended at intersec�on #9. Also, the Traffic Study recommended that a traffic signal be installed at the intersec�on of Ethanac Road at Byers Road (intersec�on #10). The recommended improvements for intersec�on #9 and intersec�on #10 were imposed on the Project as condi�ons of approval by the Planning Commission (see Condi�on of Approval 209).
Pursuant to CEQA Guidelines Sec�on 15124, a Project Descrip�on should not supply extensive detail beyond that needed for evalua�on and review of the environmental impact. Because the off-site improvements associated with the proposed Project do not involve significant construc�on that would impact any of the analyses or conclusions in the EIR, men�on of off-site improvements is not required to be included in the Project Descrip�on. The off-site improvements associated with the proposed Project are not considered intensive construc�on work that would expand the scope of project construc�on impacts already discussed thoroughly in the Dra� EIR.
A-9 Because the improvement of a 350-foot westbound le�-turn lane at the intersec�on of Ethanac Road and Byers Road does not involve significant construc�on that would impact any of the analyses or conclusions in the EIR, men�on of this off-site improvement is not required to be included in the Project Descrip�on. The comment incorrectly assumes that off-site impacts were not evaluated but does not provide any substan�al evidence to support this claim. The impacts of project construc�on, include roadway improvements (i.e. noise, air quality, etc.), were included in the assump�ons underlying the technical studies. The City explained in its Responses to Comments in the FEIR (G18 and G21) that there would be no opera�onal/roadway geometric hazards caused by the 350 foot westbound le�-turn lane. As such, the DEIR and FEIR adequately incorporated the 350-foot westbound le�-turn lane at the intersec�on of Ethanac Road at Byers Road and all impacts associated therewith.
A-10 See Responses to Comments A-8 and A-9.
A-11 See Response A-9. As noted in Final EIR Response to Comment G7, the analysis included in the Dra� EIR concerning this proposed improvement was provided for informa�onal purposes only for the City’s use in evalua�ng the Project and considering condi�ons of approval outside of CEQA’s framework. The implementa�on of this improvement would be based on direct discussion between City staff and the Applicant and would be imposed via the Condi�ons of Approval process, not through CEQA. Nevertheless, any improvements to por�ons of intersec�ons or roadways shared with the City of Perris would be coordinated between the City of Menifee and City of Perris prior to final offsite engineering for the Project. Addi�onally, the improvements associated with the proposed Project are not considered intensive construc�on work that would expand the scope of Project construc�on impacts already discussed thoroughly in the Dra� EIR.
A-12 The comment incorrectly assumes that off-site impacts were not evaluated but does not provide any substan�al evidence to support this claim. Page 2-3 of the Dra� EIR describes the Project site as 40.03 gross acres. However, CalEEMod output files in Appendix B1 and Appendix G, show that Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1007
Menifee Mayor and City Council November 20, 2024 Page 1853 of 2294 a total of 43.42 acres of development were analyzed as part of air quality and greenhouse gas assessments. The addi�onal acres were included in the analysis under “other asphalt surfaces” to capture construc�on emissions associated with offsite roadway and infrastructure improvements.
As a result, all poten�al offsite impacts including air quality impacts, energy use, and greenhouse gas emissions were evaluated in the Dra� EIR.
A-13 The Project includes an early-suppression fast-response (EFSR) fire sprinkler system and will use an electric or diesel-powered fire pump to provide addi�onal water pressure. If an electric fire pump is installed, in the event that the building loses electricity, power for the electric fire pump will be provided by the emergency backup generator. As noted on page 4.2-17 and page 4.7-21 of the Dra� EIR, emissions from emergency backup generators are included in the opera�onal air quality and GHG analysis of the Project. The comment therefore incorrectly indicates that emergency fire water pump emissions are not addressed, as these emissions are addressed by the backup generator emissions in the Dra� EIR.
However, diesel fuel consump�on from the generator was not included in the energy analysis.
Conserva�vely assuming the emergency generator is tested for one hour per week as modeled in the air quality and GHG sec�ons of the EIR instead of the half hour per week as required, the generator would consume 1,970 gallons of diesel per year. This would increase diesel fuel consump�on by 0.99 percent, increasing from 199,539 gallons to 201,509 gallons per year. Due to the small increase in diesel consump�on associated with the opera�on of the generator, the percentage increase of diesel fuel in Riverside County, associated with the Project would remain
0.08 percent as iden�fied in Table 4.5-4: Project Annual Energy Use During Opera�ons of the Dra� EIR and impacts associated with energy would remain the same.
A-14 The commenter notes that diesel powered fire pumps must be tested on a weekly basis for a minimum of 30 minutes. Conserva�vely, the analysis for this Project assumed that diesel generators would operate for one hour every week and included those emissions in Table 4.2-9 and 4.2-10 of the Air Quality Sec�on and Table 4.7-3 of the GHG Sec�on of the Dra� EIR. Therefore, the Dra� EIR analysis conserva�vely overes�mates the contribu�on from sta�onary diesel emissions sources by assuming one hour of tes�ng rather than 30 minutes of tes�ng.
A-15 Refer to Responses A-13 and A-14. No further response is warranted.
A-16 Refer to Responses A-13, A-14, and A-15 above. All analysis and technical studies for the Dra� EIR have been prepared following the appropriate methodologies. All poten�al impacts have been addressed.
A-17 The City of Perris prior comment leters raised concerns regarding traffic safety hazards due to queuing on Ethanac Road at Byers Road that will be constructed by the Project (G-18, G-21), the configura�on of Barnet Road and Case Road (G-25), and queuing along Ethanac Road at the I-215 interchange (G-31). See Responses to Comments G-18, G-21, G-25, and G-31 in the Final EIR how the Project will not create safety hazards due to geometric design.
In addi�on, Ethanac is generally a straight and flat road, with good visibility, no visual obstruc�ons, and no sharp curves. It should also be noted that the Project would add only eastbound and westbound through traffic at the intersec�on of Ethanac Road at Barnet Road/Case Road; Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1008
Menifee Mayor and City Council November 20, 2024 Page 1854 of 2294 therefore, the project would not impact or worsen the poten�al issue of the northbound/southbound offset between Barnet Road and Case Road. Further, based on the Project Traffic Study, the intersec�on of Ethanac Road at Barnet Road/Case Road does not decline to an unacceptable Level of Service with the addi�on of Project traffic. Therefore, the City of Perris' reliance on LOS/queuing analysis to prove a safety impact at the intersec�on of Ethanac Road at Barnet Road/Case Road has no support.
Also, queuing progression and conges�on does not automa�cally mean there is a safety hazard.
As such, for the reasons noted above in this response, there is no evidence that those occurrences will create safety hazards in this case and the City of Perris has not provided any evidence to the contrary.
It should be noted that the Project will be directly construc�ng several of the Traffic Study’s recommended improvements (imposed as condi�ons of approval by the Planning Commission), including construc�ng a traffic light and the 350’ turn pocket on Ethanac Road at Byers Road, modifying Wheat Street at Ethanac Road to a right-in, right-out (RIRO) only access, adding a traffic signal at the intersec�on of Ethanac Road at Evans Road, as well as adding turn lanes and road widening. These improvements will further improve safety condi�ons in the study area and would not create hazards due to geometric design features.
A-18 Ethanac Road is currently a truck route. A global Traffic Study for the Menifee Economic Development Corridor (MEDC) and surrounding area, including the possible addi�on of a truck corridor south of Ethanac Road, is currently being prepared in coordina�on with the City of Menifee and the City of Perris. However, the global Traffic Study has not been completed nor has any roadway other than Ethanac Road been designated as a truck route that can serve the Project, and thus this Project cannot speculate on or study alterna�ve trucks routes that may or may not later be iden�fied. Therefore, it is appropriate that the Project Traffic Study analyzes trucks u�lizing Ethanac Road to determine recommended improvements along Ethanac Road at full buildout of the MEDC and surrounding area.
Based on discussion with City of Perris staff, it is understood that the Traffic Impact Analysis prepared by RK Engineering in June 2023 is in reference to a supplemental queuing analysis conducted by RK Engineering along Ethanac Road at the intersec�on of Ethanac Road at Barnet Road/Case Road as part of an Comment Leter in support of Appeal, prepared by the City of Perris, for the Ethanac and Barnet Development Project in the City of Menifee. As noted in Response to Comment A-17, Ethanac is generally a straight and flat road, with good visibility, no visual obstruc�ons, and no sharp curves. The Project would add only eastbound and westbound through traffic at the intersec�on of Ethanac Road at Barnet Road/Case Road; therefore, the project would not impact or worsen the poten�al issue of the northbound/southbound offset between Barnet Road and Case Road. Therefore, the City of Perris' reliance on a queuing analysis to prove a safety impact caused by the Project at the intersec�on of Ethanac Road at Barnet Road/Case Road has no support.
A-19 Refer to Response to Comment G-17 in the Final EIR regarding review of compliance with the City of Perris Level of Service standards and significance criteria for study intersec�ons located en�rely or a majority within the City of Perris. As Level of Service is no longer a CEQA threshold for Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1009
Menifee Mayor and City Council November 20, 2024 Page 1855 of 2294 transporta�on impacts, the analysis to confirm compliance with the City of Perris Level of Service standards and significance criteria was not included in the DEIR.
The City of Perris General Plan Circula�on Element does not provide traffic safety impact criteria relevant to the Project and the City of Perris did not provide enough specifics in their comment to evaluate this comment further.
A-20 The City of Menifee has responded to all comments raised by City of Perris regarding traffic safety hazards due to a geometric design feature. Refer to Response to Comment A-17. No further response is warranted. For impacts related to air quality and noise, refer to Response to Comment A-12.
A-21 Refer to Response to Comment A-17. No further response is warranted.
A-22 Refer to Response to Comment A-17. No further response is warranted.
A-23 Refer to Response to Comment A-17. No further response is warranted.
A-24 Refer to Response to Comment A-17. No further response is warranted.
A-25 Refer to Response to Comment A-17. No further response is warranted.
A-26 Refer to Response to Comment A-17. No further response is warranted.
A-27 Ethanac Road is currently a truck route. A global Traffic Study for the Menifee Economic Development Corridor (MEDC) and surrounding area, including the possible addi�on of a truck corridor south of Ethanac Road, is currently being prepared in coordina�on with the City of Menifee and the City of Perris. However, the global Traffic Study has not been completed nor has any roadway other than Ethanac been designated as a truck route that can serve the Project, and thus this Project cannot speculate on or study alterna�ve trucks routes that may or may not later be iden�fied. Therefore, it is appropriate that the Project Traffic Study analyzes trucks u�lizing Ethanac Road to determine recommended improvements along Ethanac Road at full buildout of the MEDC and surrounding area. Addi�onally, there is no reason to include a failure analysis as part of the global Traffic Study.
A-28 The February 2023 traffic counts for overlapping intersec�ons in the Project Traffic Study are provided in Atachment B to this Response to Comment matrix. Based on comparison of the February 2023 volumes and the October 2021 volumes used in the Project Traffic Study, it is noted that, compared to February 2023 volumes, the October 2021 volumes are higher at the intersec�ons of Ethanac Road at I-215 SB Ramps (Intersec�on #14) and Ethanac Road at I-215 NB Ramps (Intersec�on #15), as well as lower at the intersec�on of Murrieta Road at Ethanac Road (Intersec�on #11). The variance in exis�ng volumes between the October 2021 and February 2023 at the three noted loca�ons are within 10%. As such, the traffic counts in the Project Traffic Study are considered reasonable, as well as conserva�ve in some loca�ons as noted above.
A-29 The City of Fontana Truck Trip Genera�on Study is not considered outdated in the industry and is widely accepted and used by many ci�es in the Inland Empire, including as noted in the City of Menifee LOS Traffic Study Guidelines (October 2020), as a method for obtaining truck trips and truck splits. Further, the truck mix in the Fontana Truck Trip Genera�on Study is comparable to the Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1010
Menifee Mayor and City Council November 20, 2024 Page 1856 of 2294 SCAQMD truck mix recommenda�ons. Also, as noted in the Project Traffic Study, the passenger car/truck splits are based on the ITE Trip Genera�on Manual (10th Edi�on Supplement), which is comparable to the passenger car/truck splits in the ITE Trip Genera�on Manual (11th Edi�on).
Nevertheless, in order to address this comment, the passenger car/truck split and truck mix for the proposed Project have been reviewed based on the ITE Trip Genera�on Manual (11th Edi�on) for the passenger car/truck splits and the SCAQMD Warehouse Truck Trip Study Data Results and Usage (dated July 17, 2014) for the truck mix (i.e. 2-axle, 3-axle, 4+axle trucks) . A copy of the noted resources is provided in Atachment A (Passenger Car/Truck Splits and Truck Mix Informa�on) to this response matrix.
The passenger car equivalent (PCE) factors as noted in the Traffic Study were also applied to these trip genera�on es�mates. Based on the methodology noted above, the Project is es�mated to generate approximately 4,719 daily PCE trips, with 632 PCE trips (512 inbound and 120 outbound) in the morning peak hour and 860 PCE trips (335 inbound and 525 outbound) in the evening peak hour.
Compared to the trip es�mates in the approved Traffic Study, the trip es�mates based on the SCAQMD methodology (inclusive of ITE 11th Edi�on for the passenger car/truck splits) is es�mated to generate 3 addi�onal daily PCE trips, with 7 fewer PCE trips in the morning peak hour and 19 fewer PCE trips in the evening peak hour.
Accordingly, as described above, the use of ITE 11th Edi�on passenger car/truck splits and SCAQMD truck mix percentages would not change the significance determina�ons in the Dra� EIR and would not require new or modified mi�ga�on measures. Therefore, the Final EIR and approved Traffic Study are not flawed and do not need to be modified.
A-30 Refer to Response to Comment A-29. No further response is warranted.
A-31 Refer to Response to Comment A-29. No further response is warranted.
A-32 The study intersec�ons in the Project’s Traffic Study are based on the Traffic Scoping Agreement approved by the City of Menifee. The intersec�on of Green Valley Parkway and Ethanac Road was not part of the approved list of study intersec�ons as it is a future intersec�on that does not provide direct access to the Project. It should also be noted that the Project would add only eastbound and westbound through traffic on Ethanac Road at the future intersec�on of Green Valley Parkway and Ethanac Road and would therefore not directly impact the Green Valley Parkway approach at the future intersec�on.
A-33 Acknowledged. At the �me of data collec�on (October 2021), the southbound approach for Intersec�on #11 (Murrieta Road at Ethanac Road) reflected one dedicated le�-turn lane, one through lane, and one dedicated right-turn lane. As a result, the exis�ng lane geometry was reflected as such in the Project Traffic Study. Based on review of applying the updated lane geometry to Intersec�on #11 under Opening Year 2024 Cumula�ve Plus Project condi�ons, the overall intersec�on delay for Intersec�on #11 would nominally increase as noted below:
• AM Peak Hour
o 2021 SB Approach: 119.3 sec/vehicle
o Current SB Approach: 120.3 sec/vehicle
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1011
Menifee Mayor and City Council November 20, 2024 Page 1857 of 2294 • PM Peak Hour
o 2021 SB Approach: 543.1 sec/vehicle
o Current SB Approach: 550.4 sec/vehicle
Intersec�on analysis worksheets for Intersec�on #11 under Opening Year Cumula�ve Plus Project condi�ons is provided as an Atachment to this Response to Comment matrix. As noted above, the lane geometry update to the SB approach of Intersec�on #11 would not change the recommended improvements at Intersec�on #11. With the noted recommended improvements in the Project Traffic Study, Intersec�on #11 would operate at an acceptable LOS.
A-34 The walk and pedestrian clearance �me is accounted for in the Vistro traffic modeling so�ware based on standard HCM defaults for walk �me (4-7 seconds) and pedestrian crossing speed (3.5 feet per second).
A-35 The walk and pedestrian clearance �me is accounted for in the Vistro traffic modeling so�ware based on standard HCM defaults for walk �me (4-7 seconds) and pedestrian crossing speed (3.5 feet per second). The City of Menifee has responded to all comments raised by City of Perris regarding traffic safety hazards due to a geometric design feature. Refer to Response A-17. No further response is warranted.
A-36 A separate signalized intersec�on typically has its own traffic signal cabinet, which is located on a corner of the intersec�on to which the signal cabinet is connected to. The traffic signal cabinet assigns phasing, signal �ming, and cycle length that direct the opera�on of the individual traffic signal. In the case of the intersec�on of Ethanac Road at Barnet Road/Case Road, there is only one traffic signal cabinet located south of Ethanac Road between the two offset legs of the intersec�on. As such, while the northbound and southbound approaches are offset, the intersec�on operates as one signalized intersec�on that has connected phasing, signal �ming, and cycle length. As a result, the intersec�on of Barnet Road/Case Road at Ethanac Road operates as one intersec�on and should be analyzed as one for analysis purposes. The comment suggests that the offset nature of Barnet Road and Case Road (the north/south roads at this intersec�on) causes a safety hazard and that the Project will exacerbate those issues. It should be noted that the Project does not take direct access from Barnet Road and would add only eastbound and westbound through traffic on Ethanac Road at the intersec�on of Ethanac Road at Barnet Road/Case Road. Therefore, the Project would not directly impact the turn pockets at the intersec�on and would not create or exacerbate turning hazards due to geometric design features.
A-37 The analysis does account for the “no right-turn on red” sign. In the traffic analysis model used for the Project Traffic Study, there is an input to indicate vehicles making a right turn on red, which typically would lower the overall delay of the intersec�on. As a conserva�ve analysis in the Project Traffic Study, this input was not selected and no "right turn on red" vehicles were assumed on any of the approaches at the Intersec�on #13 (Barnet Road/Case Road at Ethanac Road).
A-38 It should be noted that the Project would only add eastbound and westbound through traffic at the intersec�on of Barnet Road/Case Road at Ethanac Road. Therefore, the Project would not directly impact the turn pockets or turning movement at the intersec�on and thus would not create or exacerbate turning hazards due to geometric design features at this intersec�on. Further, based on review of the SWITRS data noted in the Comment from 2015-2017, there were three Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1012
Menifee Mayor and City Council November 20, 2024 Page 1858 of 2294 rear-end collisions for vehicles traveling eastbound or westbound at the intersec�on. Generally, improvements are recommended based on accident data for safety purposes if there are at least five accidents that are similar in nature (i.e. rear end) within a consecu�ve 12-month period where the accident could be mi�gated with a geometric improvement (California Manual on Uniform Traffic Control Devices, CA MUTCD). Based on review of the SWITRS data noted above and the TIMS data reference in the Comment from 2020-2023, there is not at least five accidents that are similar in nature within a consecu�ve 12-month period that would be caused or enhanced by the addi�on of eastbound and westbound through Project traffic at the intersec�on of Barnet Road/Case Road at Ethanac Road (Intersec�on #13). Therefore, no improvements are required of the Project at this intersec�on and the Project would not create hazards due to geometric design features.
A-39 Refer to Response to Comment A-36. No further response is warranted.
A-40 It is noted that the overall intersec�on delay improves with the addi�on of Project traffic under Exis�ng Plus Project condi�ons at Intersec�on #6 (SR-74 at Sherman Road), Intersec�on #7 (Goetz Road at Fieldstone Drive), Intersec�on #13 (Barnet Road/Case Road at Ethanac Road), and at Intersec�on #23 (Sun City Boulevard at McCall Boulevard). Delay at signalized intersec�ons is calculated based on the overall average of delay on each approach. The decrease in overall average delay for the noted intersec�ons is due to the addi�on of Project traffic to an approach with a lower delay than the other approaches, which brings the overall average of all delay down for the intersec�on.
A-41 See Response to Comment A-36. Based on the Project Traffic Study, the intersec�on of Barnet Road/Case Road at Ethanac Road (Intersec�on #13) would operate at an acceptable LOS under Opening Year 2024 Cumula�ve Plus Project condi�ons. Therefore, no improvements are recommended at this study intersec�on in the Project Traffic Study. The Project Traffic Study only provides recommended improvements to study intersec�ons and roadway segments that would cause the deficient study loca�ons to operate at an acceptable LOS and would more than offset the Project-related effect.
A-42 The Project Traffic Study only provides recommended improvements to study intersec�ons and roadway segments that would cause the deficient study loca�ons to operate at an acceptable LOS and would more than offset the Project-related effect. The implementa�on of improvements is based on direct discussion between City staff and the Applicant via the Condi�ons of Approval process. Condi�on of Approval 209 for the proposed Project notes that the Project is condi�oned to construct all improvements recommended in the Project Traffic Study for the following intersec�ons:
• #9 - Wheat Street at Ethanac Road
• #10 - Byers Road at Ethanac Road
• #12 - Evans Road at Ethanac Road
Based on Table 4 of the Project Traffic Study, the intersec�on of I-215 NB Ramps at Ethanac Road (#15) would have a direct project effect. Due to the regional nature and scope of Intersec�on #15 as part of the Ethanac Road/I-215 interchange, the Project will be contribu�ng a fair-share payment per Condi�on of Approval #212, instead of directly construc�ng improvements. It should Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1013
Menifee Mayor and City Council November 20, 2024 Page 1859 of 2294 be noted that the Ethanac Road/I-215 interchange has been iden�fied as a Western Riverside Council of Governments (WRCOG) Transporta�on Uniform Mi�ga�on Fee (TUMF) project.
Therefore, the Project's payment of TUMF fees will cover addi�onal costs to TUMF projects, such as the Ethanac Road/I-215 interchange. Nevertheless, the recommended improvements to deficient study loca�ons are to address automobile delay, which are no longer CEQA impacts and therefore, not required improvements to mi�gate CEQA-related impacts. A-43 Refer to Response A-42. No further response is warranted.
A-44 Refer to Response A12 regarding offsite improvements. Refer to Response A14 regarding the tes�ng of diesel-powered fire pumps and/or diesel generators.
A-45 The commenter notes that the Greenhouse Gas Emissions Assessment used CalEEMod version 2020.4 and acknowledges that SCAQMD recommended that all air quality analyses conducted a�er December 21, 2022 use the latest version of CalEEMod. Consistent with SCAQMD’s recommenda�ons, the air quality and greenhouse gas modeling for the Project was ini�ally completed in August 2022 with addi�onal modeling completed in October 2022 to incorporate mi�ga�on required by the Health Risk Assessment (HRA). Therefore, all modeling for the Project was completed before CalEEMod 2022 was approved for full release. As a result, CalEEMod version 2020.4 was the latest available so�ware at the �me the analysis was conducted.
A-46 Refer to Response A-12.
A-47 MM AQ-3 requires the Project operator to submit a TDM program to the City. This measure provides employees with informa�on regarding the use of public transporta�on, carpooling/vanpooling, and walking or biking to work, rather than driving to work every day. The development and submission of this plan is the performance standard for this mi�ga�on measure, as the Project cannot compel employees not to drive their own vehicles to work. As a result, it is not possible to require an absolute VMT reduc�on as a mi�ga�on target, however TDM programs are commonly used in the industry and are supported by CAPCOA, 1 CARB,2 SCAQMD,3 and SCAG4
as a VMT (and thus air quality and GHG) reduc�on strategy. The commenter implies that this mi�ga�on measure is the main source of NOX reduc�ons that reduced emission to less than significant levels, however CalEEMod only took credit for 0.3 percent reduc�on of NOX emissions associated with MM AQ-3. Although not acknowledged by the commenter, MM AQ-4, which requires all cargo handling equipment to be zero emissions, is the main source of NOX emission reduc�on which resulted in less than significant levels.
A-48 As discussed in Response A-12, the CalEEMod modeling for the Project included an addi�onal 3.39 acres to conserva�vely include all offsite improvements associated with the Project. CalEEMod provides a list of typical construc�on equipment based on the size of the Projectsite and the types of land uses proposed. As a result, all construc�on equipment necessary for the offsite 1 California Air Pollution Control Officers Association. page 76. https://www.airquality.org/ClimateChange/Documents/Handbook%20Public%20Draft_2021-Aug.pdf 2 California Air Resources Board. page 100. https://ww2.arb.ca.gov/sites/default/files/2019- 11/Final%20SCS%20Program%20and%20Evaluation%20Guidelines%20Appendices.pdf 3 South Coast AQMD. page 4-52. https://www.aqmd.gov/docs/default-source/clean-air-plans/air-quality-management-plans/2022-airquality-management-plan/final-2022-aqmp/07-ch4.pdf?sfvrsn=6 4 Southern California Association of Governments. https://scag.ca.gov/TDM Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1014
Menifee Mayor and City Council November 20, 2024 Page 1860 of 2294 improvements iden�fied in the Traffic Study, located in Appendix K of the Dra� EIR, have been included in the construc�on noise model. As shown in Table 4.11-9: Project Construc�on Noise Levels of the Dra� EIR, construc�on noise would not exceed noise thresholds and therefore would not result in a significant noise impact.
A-49 The commenter seems to suggest that the cumula�ve noise threshold used in the analysis was not correct but does not provide details regarding what threshold the commenter believes is appropriate. Cumula�ve noise impacts are discussed on pages 4.11-25 through 4.11-27 of the Dra� EIR. As discussed in response A-50 below, consistent with CEQA, a two-step process for determining cumula�ve noise impacts was used in the analysis.
A-50 In accordance with CEQA Guidelines, the Dra� EIR addresses the cumula�ve noise impacts by addressing the following two step process: (1) whether the effects of the Project combined with other projects are cumula�vely significant and (2) whether the Project’s incremental contribu�on to the impact is cumula�vely considerable. Dra� EIR Table 4.11-13: Cumula�ve Off-Site Traffic Noise Levels iden�fies both the combined and incremental noise increases.
Dra� EIR Table 4.11-13 shows the combined traffic noise levels of the Project and other future projects would increase noise levels over 3 dBA above exis�ng condi�ons at two roadway segments on Ethanac Road, one between Wheat Street and Murrieta Road and the other between Murrieta Road and Evans Road. These two roadway segments sa�sfy the first step, in iden�fying cumula�ve impacts. Therefore, the Dra� EIR iden�fies the cumula�ve impact.
However, the Project’s incremental contribu�on to these impacts is not cumula�vely considerable as the incremental contribu�on must exceed 1.0 dBA to be considered significant. As shown in Table 4.11-13, the incremental increase associated with the Project at these roadway segments are 0.99 dBA and 0.72 dBA. As discussed previously, to be considered a cumula�vely significant impact, an impact must sa�sfy both condi�ons of the two-step cumula�ve process. As shown in Table 4.11-13, none of the roadway segments sa�sfy both condi�ons, therefore the Project’s incremental effect would not be cumula�vely considerable, and the Project would not result in cumula�vely significant impacts.
The comment incorrectly states that the Dra� EIR does not iden�fy a significant impact. As noted above, the Dra� EIR iden�fied the cumula�ve impact. However, the Dra� EIR determines that this impact would not be cumula�vely considerable and therefore not significant.
A-51 As stated in Final EIR Response to Comment G10, CEQA Guidelines Sec�on 15126.6 requires that a project provide a range of reasonable alterna�ves to the project, or to the loca�on of the project, which would feasibly atain most of the basic objec�ves of the project but would avoid or substan�ally lessen any of the significant effects of the project and evaluate the compara�ve merits of the alterna�ves. An EIR need not consider every conceivable alterna�ve to a project.
Rather it must consider a reasonable range of poten�ally feasible alterna�ves that will foster informed decision making and public par�cipa�on. The City deemed that, for this Project, having two alterna�ves for the Project provides an adequate range of alterna�ves pursuant to CEQA Guidelines Sec�on 15126.6, because those were the alterna�ves determined which could reduce the Project’s significant effects while s�ll mee�ng most of the basic Project objec�ves.
A-52 Refer to Response to Comment A-51 above.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1015
Menifee Mayor and City Council November 20, 2024 Page 1861 of 2294 A-53 This comment is a conclusion of the City of Perris’ appeal leter and does not raise any substan�ve issues. No further response is warranted.
A-54 This comment is an atachment of the City of Perris’ leter submited to the City of Menifee containing ini�al comments on December 22, 2021. Those ini�al comments were addressed in the Dra� EIR. No further response is warranted.
A-55 This comment is an atachment of the City of Perris’ leter submited to the City of Menifee on the NOP on May 16, 2022. The comments on the NOP were taken into considera�on and incorporated as appropriate into the Dra� EIR. No further response is warranted.
A-56 This comment is an atachment of the City of Perris’ leter submited to the City of Menifee during the public review period of the Dra� EIR on April 26, 2024. This leter was fully responded to as part of the Final EIR for the project dated August 2024. No further response is warranted.
A-57 Refer to Response to Comment A-54 above.
A-58 Refer to Response to Comment A-55 above.
A-59 This comment is an atachment of the City of Perris’ leter submited to the City of Menifee in considera�on of the Final EIR approval by City of Menifee Planning Commission on August 14, 2024. No further response is warranted.
A-60 The City of Perris’s email correspondence with the City of Menifee from June 11, 2024 has been noted and no further response is warranted.
A-61 Refer to Response to Comment A-54 above.
A-62 Refer to Response to Comment A-55 above.
A-63 Refer to Response to Comment A-56 above.
A-64 Refer to Response to Comment A-56 above. The comment also includes FEIR Responses to Comments to the City of Perris’ leter. No further response is warranted.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1016
Menifee Mayor and City Council November 20, 2024 Page 1862 of 2294 ITE AM Peak Hour PM Peak Hour
Code Unit Daily In Out Total In Out Total
155 KSF 6.440 0.705 0.165 0.870 0.468 0.732 1.200
6.247 0.689 0.161 0.850 0.460 0.720 1.180
0.193 0.016 0.004 0.020 0.008 0.012 0.020
AM Peak Hour PM Peak Hour
Quantity Unit Daily In Out Total In Out Total
700.037 KSF 4,508 494 116 610 328 512 840
4,373 483 113 596 322 503 825
135 11 3 14 6 9 15
AM Peak Hour PM Peak Hour
Daily In Out Total In Out Total
Passenger Vehicles -- 4,373 1.0 4,373 483 113 596 322 503 825 2-Axle Trucks 16.7% 23 1.5 35 3 1 4 1 2 3
3-Axle Trucks 20.7% 28 2.0 56 5 1 6 2 4 6
4+ Axle Trucks 62.6% 85 3.0 255 21 5 26 10 16 26
Total Truck PCE Trips 346 29 7 36 13 22 35
Total Project PCE Trips 4,719 512 120 632 335 525 860
Total Project PCE Trips from Approved CADO Traffic Study 4,716 517 122 639 343 536 879 Net Trip Difference (SCAQMD Trips - Approved Trips) 3 -5 -2 -7 -8 -11 -19 PCE = Passenger Car Equivalent
KSF = Thousand Square Feet
Passenger Vehicles
Trucks
PROJECT TRIPS - PASSENGER CAR EQUIVALENTS (PCE)
Vehicle Type Truck Mix 2 Daily
Vehicles
PCE
Factor
1 Source: Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition 2 Truck mix percentages based on the SCAQMD Warehouse Truck Study Truck Fleet Mix for "Without Cold Storage" Warehouse.
PROJECT TRIP GENERATION
Project Land Use
High-Cube Fulfillment Center Warehouse - Sort
ATTACHMENT A
SUMMARY OF PROJECT TRIP GENERATION - BASED ON SCAQMD METHODOLOGY
CADO WAREHOUSE PROJECT
TRIP GENERATION RATES 1
ITE Land Use
High-Cube Fulfillment Center Warehouse - Sort
Passenger Vehicles (97.0% Daily, 97.7% AM, 98.3% PM)
Trucks (3.0% Daily, 2.3% AM, 1.7% PM)
Menifee CADO Warehouse
Response to Comments
Kimley-Horn and Associates Inc.
October 2024
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1017
Menifee Mayor and City Council November 20, 2024 Page 1863 of 2294
ATTACHMENT B
RECENT TRAFFIC COUNT WORKSHEETS
FOR OVERLAPPING INTERSECTIONS
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1018
Menifee Mayor and City Council November 20, 2024 Page 1864 of 2294 File Name : 03_MEN_Murr_Eth AM
Site Code : 10823147
Start Date : 2/15/2023
Page No : 1
City of Menifee
N/S: Murrieta Road
E/W: Ethanac Road
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Murrieta Road
Southbound
Ethanac Road
Westbound
Murrieta Road
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 10 5 2 17 10 76 4 90 21 12 28 61 0 140 22 162 330 07:15 AM 28 12 1 41 10 61 6 77 24 37 31 92 0 172 16 188 398 07:30 AM 29 6 0 35 13 77 4 94 16 22 23 61 4 231 17 252 442 07:45 AM 19 22 1 42 18 91 17 126 24 21 30 75 4 168 24 196 439 Total 86 45 4 135 51 305 31 387 85 92 112 289 8 711 79 798 1609 08:00 AM 13 12 0 25 22 124 11 157 21 22 38 81 1 154 13 168 431 08:15 AM 5 12 2 19 17 101 14 132 21 24 36 81 0 113 12 125 357 08:30 AM 8 23 2 33 21 65 7 93 13 25 36 74 0 85 10 95 295 08:45 AM 9 12 2 23 19 71 10 100 17 22 36 75 2 83 19 104 302 Total 35 59 6 100 79 361 42 482 72 93 146 311 3 435 54 492 1385 Grand Total 121 104 10 235 130 666 73 869 157 185 258 600 11 1146 133 1290 2994 Apprch % 51.5 44.3 4.3 15 76.6 8.4 26.2 30.8 43 0.9 88.8 10.3 Total % 4 3.5 0.3 7.8 4.3 22.2 2.4 29 5.2 6.2 8.6 20 0.4 38.3 4.4 43.1 Passenger Vehicles 118 102 10 230 120 624 70 814 152 177 246 575 11 1086 128 1225 2844 % Passenger Vehicles 97.5 98.1 100 97.9 92.3 93.7 95.9 93.7 96.8 95.7 95.3 95.8 100 94.8 96.2 95 95 Large 2 Axle Vehicles 3 2 0 5 7 19 2 28 5 8 10 23 0 25 5 30 86 % Large 2 Axle Vehicles 2.5 1.9 0 2.1 5.4 2.9 2.7 3.2 3.2 4.3 3.9 3.8 0 2.2 3.8 2.3 2.9 3 Axle Vehicles 0 0 0 0 1 9 0 10 0 0 1 1 0 12 0 12 23
% 3 Axle Vehicles 0 0 0 0 0.8 1.4 0 1.2 0 0 0.4 0.2 0 1 0 0.9 0.8 4+ Axle Trucks 0 0 0 0 2 14 1 17 0 0 1 1 0 23 0 23 41
% 4+ Axle Trucks 0 0 0 0 1.5 2.1 1.4 2 0 0 0.4 0.2 0 2 0 1.8 1.4 Murrieta Road
Southbound
Ethanac Road
Westbound
Murrieta Road
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 28 12 1 41 10 61 6 77 24 37 31 92 0 172 16 188 398 07:30 AM 29 6 0 35 13 77 4 94 16 22 23 61 4 231 17 252 442 07:45 AM 19 22 1 42 18 91 17 126 24 21 30 75 4 168 24 196 439 08:00 AM 13 12 0 25 22 124 11 157 21 22 38 81 1 154 13 168 431 Total Volume 89 52 2 143 63 353 38 454 85 102 122 309 9 725 70 804 1710 % App. Total 62.2 36.4 1.4 13.9 77.8 8.4 27.5 33 39.5 1.1 90.2 8.7 PHF .767 .591 .500 .851 .716 .712 .559 .723 .885 .689 .803 .840 .563 .785 .729 .798 .967 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1019
Menifee Mayor and City Council November 20, 2024 Page1865 of 2294 File Name : 03_MEN_Murr_Eth AM
Site Code : 10823147
Start Date : 2/15/2023
Page No : 2
City of Menifee
N/S: Murrieta Road
E/W: Ethanac Road
Weather: Clear
Murrieta Road
Ethanac Road
Ethanac Road
Murrieta Road
Right
2 Thru
52 Left
89 Out In Total
149 143 292
Right
38 Thru
353
Left
63 Out Total In
936 454 1390
Left
85 Thru
102
Right
122
Out In Total
185 309 494
Left
9 Thru
725
Right
70 Total Out In
440 804 1244
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:30 AM 07:45 AM 07:15 AM
+0 mins. 28 12 1 41 13 77 4 94 24 21 30 75 0 172 16 188 +15 mins. 29 6 0 35 18 91 17 126 21 22 38 81 4 231 17 252 +30 mins. 19 22 1 42 22 124 11 157 21 24 36 81 4 168 24 196 +45 mins. 13 12 0 25 17 101 14 132 13 25 36 74 1 154 13 168 Total Volume 89 52 2 143 70 393 46 509 79 92 140 311 9 725 70 804 % App. Total 62.2 36.4 1.4 13.8 77.2 9 25.4 29.6 45 1.1 90.2 8.7 PHF .767 .591 .500 .851 .795 .792 .676 .811 .823 .920 .921 .960 .563 .785 .729 .798 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1020
Menifee Mayor and City Council November 20, 2024 Page1866 of 2294 File Name : 03_MEN_Murr_Eth AM
Site Code : 10823147
Start Date : 2/15/2023
Page No : 1
City of Menifee
N/S: Murrieta Road
E/W: Ethanac Road
Weather: Clear
Groups Printed- Passenger Vehicles
Murrieta Road
Southbound
Ethanac Road
Westbound
Murrieta Road
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 9 5 2 16 10 71 3 84 21 10 27 58 0 135 21 156 314 07:15 AM 28 11 1 40 9 54 6 69 21 33 29 83 0 162 15 177 369 07:30 AM 28 6 0 34 11 67 4 82 16 21 21 58 4 222 15 241 415 07:45 AM 19 22 1 42 17 89 16 122 24 21 27 72 4 158 24 186 422 Total 84 44 4 132 47 281 29 357 82 85 104 271 8 677 75 760 1520 08:00 AM 13 11 0 24 19 121 11 151 21 22 38 81 1 149 13 163 419 08:15 AM 5 12 2 19 17 95 13 125 19 24 35 78 0 107 11 118 340 08:30 AM 8 23 2 33 20 62 7 89 13 24 35 72 0 78 10 88 282 08:45 AM 8 12 2 22 17 65 10 92 17 22 34 73 2 75 19 96 283 Total 34 58 6 98 73 343 41 457 70 92 142 304 3 409 53 465 1324 Grand Total 118 102 10 230 120 624 70 814 152 177 246 575 11 1086 128 1225 2844 Apprch % 51.3 44.3 4.3 14.7 76.7 8.6 26.4 30.8 42.8 0.9 88.7 10.4 Total % 4.1 3.6 0.4 8.1 4.2 21.9 2.5 28.6 5.3 6.2 8.6 20.2 0.4 38.2 4.5 43.1 Murrieta Road
Southbound
Ethanac Road
Westbound
Murrieta Road
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 28 11 1 40 9 54 6 69 21 33 29 83 0 162 15 177 369 07:30 AM 28 6 0 34 11 67 4 82 16 21 21 58 4 222 15 241 415 07:45 AM 19 22 1 42 17 89 16 122 24 21 27 72 4 158 24 186 422 08:00 AM 13 11 0 24 19 121 11 151 21 22 38 81 1 149 13 163 419 Total Volume 88 50 2 140 56 331 37 424 82 97 115 294 9 691 67 767 1625 % App. Total 62.9 35.7 1.4 13.2 78.1 8.7 27.9 33 39.1 1.2 90.1 8.7 PHF .786 .568 .500 .833 .737 .684 .578 .702 .854 .735 .757 .886 .563 .778 .698 .796 .963 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1021
Menifee Mayor and City Council November 20, 2024 Page1867 of 2294 File Name : 03_MEN_Murr_Eth AM
Site Code : 10823147
Start Date : 2/15/2023
Page No : 2
City of Menifee
N/S: Murrieta Road
E/W: Ethanac Road
Weather: Clear
Murrieta Road
Ethanac Road
Ethanac Road
Murrieta Road
Right
2 Thru
50 Left
88 Out In Total
143 140 283
Right
37 Thru
331
Left
56 Out Total In
894 424 1318
Left
82 Thru
97 Right
115
Out In Total
173 294 467
Left
9 Thru
691
Right
67 Total Out In
415 767 1182
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 28 11 1 40 9 54 6 69 21 33 29 83 0 162 15 177
+15 mins. 28 6 0 34 11 67 4 82 16 21 21 58 4 222 15 241 +30 mins. 19 22 1 42 17 89 16 122 24 21 27 72 4 158 24 186 +45 mins. 13 11 0 24 19 121 11 151 21 22 38 81 1 149 13 163 Total Volume 88 50 2 140 56 331 37 424 82 97 115 294 9 691 67 767 % App. Total 62.9 35.7 1.4 13.2 78.1 8.7 27.9 33 39.1 1.2 90.1 8.7 PHF .786 .568 .500 .833 .737 .684 .578 .702 .854 .735 .757 .886 .563 .778 .698 .796 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1022
Menifee Mayor and City Council November 20, 2024 Page1868 of 2294 File Name : 03_MEN_Murr_Eth AM
Site Code : 10823147
Start Date : 2/15/2023
Page No : 1
City of Menifee
N/S: Murrieta Road
E/W: Ethanac Road
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Murrieta Road
Southbound
Ethanac Road
Westbound
Murrieta Road
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 0 0 1 0 1 1 2 0 2 1 3 0 2 1 3 9
07:15 AM 0 1 0 1 0 2 0 2 3 4 2 9 0 3 1 4 16
07:30 AM 1 0 0 1 2 5 0 7 0 1 2 3 0 2 2 4 15
07:45 AM 0 0 0 0 1 2 1 4 0 0 2 2 0 8 0 8 14
Total 2 1 0 3 3 10 2 15 3 7 7 17 0 15 4 19 54
08:00 AM 0 1 0 1 2 3 0 5 0 0 0 0 0 2 0 2 8
08:15 AM 0 0 0 0 0 2 0 2 2 0 1 3 0 1 1 2 7
08:30 AM 0 0 0 0 1 2 0 3 0 1 1 2 0 4 0 4 9
08:45 AM 1 0 0 1 1 2 0 3 0 0 1 1 0 3 0 3 8
Total 1 1 0 2 4 9 0 13 2 1 3 6 0 10 1 11 32
Grand Total 3 2 0 5 7 19 2 28 5 8 10 23 0 25 5 30 86
Apprch % 60 40 0 25 67.9 7.1 21.7 34.8 43.5 0 83.3 16.7 Total % 3.5 2.3 0 5.8 8.1 22.1 2.3 32.6 5.8 9.3 11.6 26.7 0 29.1 5.8 34.9 Murrieta Road
Southbound
Ethanac Road
Westbound
Murrieta Road
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 1 0 1 0 2 0 2 3 4 2 9 0 3 1 4 16
07:30 AM 1 0 0 1 2 5 0 7 0 1 2 3 0 2 2 4 15
07:45 AM 0 0 0 0 1 2 1 4 0 0 2 2 0 8 0 8 14
08:00 AM 0 1 0 1 2 3 0 5 0 0 0 0 0 2 0 2 8
Total Volume 1 2 0 3 5 12 1 18 3 5 6 14 0 15 3 18 53
% App. Total 33.3 66.7 0 27.8 66.7 5.6 21.4 35.7 42.9 0 83.3 16.7 PHF .250 .500 .000 .750 .625 .600 .250 .643 .250 .313 .750 .389 .000 .469 .375 .563 .828 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1023
Menifee Mayor and City Council November 20, 2024 Page1869 of 2294 File Name : 03_MEN_Murr_Eth AM
Site Code : 10823147
Start Date : 2/15/2023
Page No : 2
City of Menifee
N/S: Murrieta Road
E/W: Ethanac Road
Weather: Clear
Murrieta Road
Ethanac Road
Ethanac Road
Murrieta Road
Right
0 Thru
2 Left
1 Out In Total
6 3 9
Right
1 Thru
12 Left
5 Out Total In
22 18 40
Left
3 Thru
5 Right
6 Out In Total
10 14 24
Left
0 Thru
15 Right
3 Total Out In
15 18 33
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 1 0 1 0 2 0 2 3 4 2 9 0 3 1 4
+15 mins. 1 0 0 1 2 5 0 7 0 1 2 3 0 2 2 4
+30 mins. 0 0 0 0 1 2 1 4 0 0 2 2 0 8 0 8
+45 mins. 0 1 0 1 2 3 0 5 0 0 0 0 0 2 0 2
Total Volume 1 2 0 3 5 12 1 18 3 5 6 14 0 15 3 18
% App. Total 33.3 66.7 0 27.8 66.7 5.6 21.4 35.7 42.9 0 83.3 16.7 PHF .250 .500 .000 .750 .625 .600 .250 .643 .250 .313 .750 .389 .000 .469 .375 .563 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1024
Menifee Mayor and City Council November 20, 2024 Page1870 of 2294 File Name : 03_MEN_Murr_Eth AM
Site Code : 10823147
Start Date : 2/15/2023
Page No : 1
City of Menifee
N/S: Murrieta Road
E/W: Ethanac Road
Weather: Clear
Groups Printed- 3 Axle Vehicles
Murrieta Road
Southbound
Ethanac Road
Westbound
Murrieta Road
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3
07:15 AM 0 0 0 0 1 3 0 4 0 0 0 0 0 2 0 2 6
07:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 3 0 3 5
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2
Total 0 0 0 0 1 7 0 8 0 0 0 0 0 8 0 8 16
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2
08:15 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
08:45 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
Total 0 0 0 0 0 2 0 2 0 0 1 1 0 4 0 4 7
Grand Total 0 0 0 0 1 9 0 10 0 0 1 1 0 12 0 12 23
Apprch % 0 0 0 10 90 0 0 0 100 0 100 0
Total % 0 0 0 0 4.3 39.1 0 43.5 0 0 4.3 4.3 0 52.2 0 52.2 Murrieta Road
Southbound
Ethanac Road
Westbound
Murrieta Road
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 1 3 0 4 0 0 0 0 0 2 0 2 6
07:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 3 0 3 5
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2
Total Volume 0 0 0 0 1 5 0 6 0 0 0 0 0 9 0 9 15
% App. Total 0 0 0 16.7 83.3 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .250 .417 .000 .375 .000 .000 .000 .000 .000 .750 .000 .750 .625 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1025
Menifee Mayor and City Council November 20, 2024 Page1871 of 2294 File Name : 03_MEN_Murr_Eth AM
Site Code : 10823147
Start Date : 2/15/2023
Page No : 2
City of Menifee
N/S: Murrieta Road
E/W: Ethanac Road
Weather: Clear
Murrieta Road
Ethanac Road
Ethanac Road
Murrieta Road
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
5 Left
1 Out Total In
9 6 15
Left
0 Thru
0 Right
0 Out In Total
1 0 1
Left
0 Thru
9 Right
0 Total Out In
5 9 14
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 1 3 0 4 0 0 0 0 0 2 0 2
+15 mins. 0 0 0 0 0 2 0 2 0 0 0 0 0 3 0 3
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2
Total Volume 0 0 0 0 1 5 0 6 0 0 0 0 0 9 0 9
% App. Total 0 0 0 16.7 83.3 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .250 .417 .000 .375 .000 .000 .000 .000 .000 .750 .000 .750 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1026
Menifee Mayor and City Council November 20, 2024 Page1872 of 2294 File Name : 03_MEN_Murr_Eth AM
Site Code : 10823147
Start Date : 2/15/2023
Page No : 1
City of Menifee
N/S: Murrieta Road
E/W: Ethanac Road
Weather: Clear
Groups Printed- 4+ Axle Trucks
Murrieta Road
Southbound
Ethanac Road
Westbound
Murrieta Road
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4
07:15 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 5 0 5 7
07:30 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 4 0 4 7
07:45 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
Total 0 0 0 0 0 7 0 7 0 0 1 1 0 11 0 11 19
08:00 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 1 0 1 2
08:15 AM 0 0 0 0 0 2 1 3 0 0 0 0 0 4 0 4 7
08:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3
08:45 AM 0 0 0 0 1 4 0 5 0 0 0 0 0 5 0 5 10
Total 0 0 0 0 2 7 1 10 0 0 0 0 0 12 0 12 22
Grand Total 0 0 0 0 2 14 1 17 0 0 1 1 0 23 0 23 41
Apprch % 0 0 0 11.8 82.4 5.9 0 0 100 0 100 0
Total % 0 0 0 0 4.9 34.1 2.4 41.5 0 0 2.4 2.4 0 56.1 0 56.1 Murrieta Road
Southbound
Ethanac Road
Westbound
Murrieta Road
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 5 0 5 7
07:30 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 4 0 4 7
07:45 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
08:00 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 1 0 1 2
Total Volume 0 0 0 0 1 5 0 6 0 0 1 1 0 10 0 10 17
% App. Total 0 0 0 16.7 83.3 0 0 0 100 0 100 0
PHF .000 .000 .000 .000 .250 .417 .000 .500 .000 .000 .250 .250 .000 .500 .000 .500 .607 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1027
Menifee Mayor and City Council November 20, 2024 Page1873 of 2294 File Name : 03_MEN_Murr_Eth AM
Site Code : 10823147
Start Date : 2/15/2023
Page No : 2
City of Menifee
N/S: Murrieta Road
E/W: Ethanac Road
Weather: Clear
Murrieta Road
Ethanac Road
Ethanac Road
Murrieta Road
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
5 Left
1 Out Total In
11 6 17
Left
0 Thru
0 Right
1 Out In Total
1 1 2
Left
0 Thru
10 Right
0 Total Out In
5 10 15
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 2 0 2 0 0 0 0 0 5 0 5
+15 mins. 0 0 0 0 0 3 0 3 0 0 0 0 0 4 0 4
+30 mins. 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0
+45 mins. 0 0 0 0 1 0 0 1 0 0 0 0 0 1 0 1
Total Volume 0 0 0 0 1 5 0 6 0 0 1 1 0 10 0 10
% App. Total 0 0 0 16.7 83.3 0 0 0 100 0 100 0
PHF .000 .000 .000 .000 .250 .417 .000 .500 .000 .000 .250 .250 .000 .500 .000 .500 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1028
Menifee Mayor and City Council November 20, 2024 Page1874 of 2294 File Name : 03_MEN_Murr_Eth PM
Site Code : 10823147
Start Date : 2/15/2023
Page No : 1
City of Menifee
N/S: Murrieta Road
E/W: Ethanac Road
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Murrieta Road
Southbound
Ethanac Road
Westbound
Murrieta Road
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 11 20 5 36 34 110 12 156 19 27 32 78 1 130 17 148 418 04:15 PM 11 25 1 37 56 147 12 215 28 22 23 73 0 96 29 125 450 04:30 PM 13 24 2 39 43 122 7 172 29 18 36 83 1 110 32 143 437 04:45 PM 10 18 0 28 42 109 16 167 29 15 52 96 0 100 24 124 415 Total 45 87 8 140 175 488 47 710 105 82 143 330 2 436 102 540 1720 05:00 PM 13 28 1 42 41 130 8 179 21 12 34 67 1 113 43 157 445 05:15 PM 8 21 2 31 51 137 22 210 25 17 30 72 3 124 28 155 468 05:30 PM 14 17 3 34 22 95 24 141 25 24 26 75 0 108 19 127 377 05:45 PM 8 19 2 29 31 115 17 163 16 11 43 70 2 118 21 141 403 Total 43 85 8 136 145 477 71 693 87 64 133 284 6 463 111 580 1693 Grand Total 88 172 16 276 320 965 118 1403 192 146 276 614 8 899 213 1120 3413 Apprch % 31.9 62.3 5.8 22.8 68.8 8.4 31.3 23.8 45 0.7 80.3 19 Total % 2.6 5 0.5 8.1 9.4 28.3 3.5 41.1 5.6 4.3 8.1 18 0.2 26.3 6.2 32.8 Passenger Vehicles 88 171 16 275 311 918 117 1346 188 141 266 595 8 862 207 1077 3293 % Passenger Vehicles 100 99.4 100 99.6 97.2 95.1 99.2 95.9 97.9 96.6 96.4 96.9 100 95.9 97.2 96.2 96.5 Large 2 Axle Vehicles 0 1 0 1 8 14 0 22 2 5 6 13 0 29 4 33 69 % Large 2 Axle Vehicles 0 0.6 0 0.4 2.5 1.5 0 1.6 1 3.4 2.2 2.1 0 3.2 1.9 2.9 2 3 Axle Vehicles 0 0 0 0 0 29 1 30 2 0 2 4 0 0 2 2 36
% 3 Axle Vehicles 0 0 0 0 0 3 0.8 2.1 1 0 0.7 0.7 0 0 0.9 0.2 1.1 4+ Axle Trucks 0 0 0 0 1 4 0 5 0 0 2 2 0 8 0 8 15
% 4+ Axle Trucks 0 0 0 0 0.3 0.4 0 0.4 0 0 0.7 0.3 0 0.9 0 0.7 0.4 Murrieta Road
Southbound
Ethanac Road
Westbound
Murrieta Road
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 13 24 2 39 43 122 7 172 29 18 36 83 1 110 32 143 437 04:45 PM 10 18 0 28 42 109 16 167 29 15 52 96 0 100 24 124 415 05:00 PM 13 28 1 42 41 130 8 179 21 12 34 67 1 113 43 157 445 05:15 PM 8 21 2 31 51 137 22 210 25 17 30 72 3 124 28 155 468 Total Volume 44 91 5 140 177 498 53 728 104 62 152 318 5 447 127 579 1765 % App. Total 31.4 65 3.6 24.3 68.4 7.3 32.7 19.5 47.8 0.9 77.2 21.9 PHF .846 .813 .625 .833 .868 .909 .602 .867 .897 .861 .731 .828 .417 .901 .738 .922 .943 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1029
Menifee Mayor and City Council November 20, 2024 Page1875 of 2294 File Name : 03_MEN_Murr_Eth PM
Site Code : 10823147
Start Date : 2/15/2023
Page No : 2
City of Menifee
N/S: Murrieta Road
E/W: Ethanac Road
Weather: Clear
Murrieta Road
Ethanac Road
Ethanac Road
Murrieta Road
Right
5 Thru
91 Left
44 Out In Total
120 140 260
Right
53 Thru
498
Left
177
Out Total In
643 728 1371
Left
104
Thru
62 Right
152
Out In Total
395 318 713
Left
5 Thru
447
Right
127
Total Out In
607 579 1186
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:15 PM 04:00 PM 05:00 PM
+0 mins. 11 25 1 37 56 147 12 215 19 27 32 78 1 113 43 157 +15 mins. 13 24 2 39 43 122 7 172 28 22 23 73 3 124 28 155 +30 mins. 10 18 0 28 42 109 16 167 29 18 36 83 0 108 19 127 +45 mins. 13 28 1 42 41 130 8 179 29 15 52 96 2 118 21 141 Total Volume 47 95 4 146 182 508 43 733 105 82 143 330 6 463 111 580 % App. Total 32.2 65.1 2.7 24.8 69.3 5.9 31.8 24.8 43.3 1 79.8 19.1 PHF .904 .848 .500 .869 .813 .864 .672 .852 .905 .759 .688 .859 .500 .933 .645 .924 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1030
Menifee Mayor and City Council November 20, 2024 Page1876 of 2294 File Name : 03_MEN_Murr_Eth PM
Site Code : 10823147
Start Date : 2/15/2023
Page No : 1
City of Menifee
N/S: Murrieta Road
E/W: Ethanac Road
Weather: Clear
Groups Printed- Passenger Vehicles
Murrieta Road
Southbound
Ethanac Road
Westbound
Murrieta Road
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 11 20 5 36 34 103 12 149 19 25 29 73 1 121 16 138 396 04:15 PM 11 25 1 37 55 135 12 202 28 21 22 71 0 91 29 120 430 04:30 PM 13 24 2 39 40 119 7 166 28 18 35 81 1 108 31 140 426 04:45 PM 10 18 0 28 42 105 16 163 28 14 50 92 0 97 24 121 404 Total 45 87 8 140 171 462 47 680 103 78 136 317 2 417 100 519 1656 05:00 PM 13 28 1 42 40 122 7 169 21 12 33 66 1 106 43 150 427 05:15 PM 8 21 2 31 49 127 22 198 24 17 29 70 3 120 26 149 448 05:30 PM 14 17 3 34 21 93 24 138 24 23 26 73 0 105 18 123 368 05:45 PM 8 18 2 28 30 114 17 161 16 11 42 69 2 114 20 136 394 Total 43 84 8 135 140 456 70 666 85 63 130 278 6 445 107 558 1637 Grand Total 88 171 16 275 311 918 117 1346 188 141 266 595 8 862 207 1077 3293 Apprch % 32 62.2 5.8 23.1 68.2 8.7 31.6 23.7 44.7 0.7 80 19.2 Total % 2.7 5.2 0.5 8.4 9.4 27.9 3.6 40.9 5.7 4.3 8.1 18.1 0.2 26.2 6.3 32.7 Murrieta Road
Southbound
Ethanac Road
Westbound
Murrieta Road
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 13 24 2 39 40 119 7 166 28 18 35 81 1 108 31 140 426 04:45 PM 10 18 0 28 42 105 16 163 28 14 50 92 0 97 24 121 404 05:00 PM 13 28 1 42 40 122 7 169 21 12 33 66 1 106 43 150 427 05:15 PM 8 21 2 31 49 127 22 198 24 17 29 70 3 120 26 149 448 Total Volume 44 91 5 140 171 473 52 696 101 61 147 309 5 431 124 560 1705 % App. Total 31.4 65 3.6 24.6 68 7.5 32.7 19.7 47.6 0.9 77 22.1 PHF .846 .813 .625 .833 .872 .931 .591 .879 .902 .847 .735 .840 .417 .898 .721 .933 .951 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1031
Menifee Mayor and City Council November 20, 2024 Page1877 of 2294 File Name : 03_MEN_Murr_Eth PM
Site Code : 10823147
Start Date : 2/15/2023
Page No : 2
City of Menifee
N/S: Murrieta Road
E/W: Ethanac Road
Weather: Clear
Murrieta Road
Ethanac Road
Ethanac Road
Murrieta Road
Right
5 Thru
91 Left
44 Out In Total
118 140 258
Right
52 Thru
473
Left
171
Out Total In
622 696 1318
Left
101
Thru
61 Right
147
Out In Total
386 309 695
Left
5 Thru
431
Right
124
Total Out In
579 560 1139
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 13 24 2 39 40 119 7 166 28 18 35 81 1 108 31 140 +15 mins. 10 18 0 28 42 105 16 163 28 14 50 92 0 97 24 121 +30 mins. 13 28 1 42 40 122 7 169 21 12 33 66 1 106 43 150 +45 mins. 8 21 2 31 49 127 22 198 24 17 29 70 3 120 26 149 Total Volume 44 91 5 140 171 473 52 696 101 61 147 309 5 431 124 560 % App. Total 31.4 65 3.6 24.6 68 7.5 32.7 19.7 47.6 0.9 77 22.1 PHF .846 .813 .625 .833 .872 .931 .591 .879 .902 .847 .735 .840 .417 .898 .721 .933 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1032
Menifee Mayor and City Council November 20, 2024 Page1878 of 2294 File Name : 03_MEN_Murr_Eth PM
Site Code : 10823147
Start Date : 2/15/2023
Page No : 1
City of Menifee
N/S: Murrieta Road
E/W: Ethanac Road
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Murrieta Road
Southbound
Ethanac Road
Westbound
Murrieta Road
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 4 0 4 0 2 2 4 0 6 1 7 15
04:15 PM 0 0 0 0 1 1 0 2 0 1 0 1 0 5 0 5 8
04:30 PM 0 0 0 0 2 2 0 4 1 0 0 1 0 2 0 2 7
04:45 PM 0 0 0 0 0 3 0 3 1 1 2 4 0 3 0 3 10
Total 0 0 0 0 3 10 0 13 2 4 4 10 0 16 1 17 40
05:00 PM 0 0 0 0 1 1 0 2 0 0 1 1 0 4 0 4 7
05:15 PM 0 0 0 0 2 1 0 3 0 0 1 1 0 3 1 4 8
05:30 PM 0 0 0 0 1 1 0 2 0 1 0 1 0 2 1 3 6
05:45 PM 0 1 0 1 1 1 0 2 0 0 0 0 0 4 1 5 8
Total 0 1 0 1 5 4 0 9 0 1 2 3 0 13 3 16 29
Grand Total 0 1 0 1 8 14 0 22 2 5 6 13 0 29 4 33 69
Apprch % 0 100 0 36.4 63.6 0 15.4 38.5 46.2 0 87.9 12.1 Total % 0 1.4 0 1.4 11.6 20.3 0 31.9 2.9 7.2 8.7 18.8 0 42 5.8 47.8 Murrieta Road
Southbound
Ethanac Road
Westbound
Murrieta Road
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 2 2 0 4 1 0 0 1 0 2 0 2 7
04:45 PM 0 0 0 0 0 3 0 3 1 1 2 4 0 3 0 3 10
05:00 PM 0 0 0 0 1 1 0 2 0 0 1 1 0 4 0 4 7
05:15 PM 0 0 0 0 2 1 0 3 0 0 1 1 0 3 1 4 8
Total Volume 0 0 0 0 5 7 0 12 2 1 4 7 0 12 1 13 32
% App. Total 0 0 0 41.7 58.3 0 28.6 14.3 57.1 0 92.3 7.7 PHF .000 .000 .000 .000 .625 .583 .000 .750 .500 .250 .500 .438 .000 .750 .250 .813 .800 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1033
Menifee Mayor and City Council November 20, 2024 Page1879 of 2294 File Name : 03_MEN_Murr_Eth PM
Site Code : 10823147
Start Date : 2/15/2023
Page No : 2
City of Menifee
N/S: Murrieta Road
E/W: Ethanac Road
Weather: Clear
Murrieta Road
Ethanac Road
Ethanac Road
Murrieta Road
Right
0 Thru
0 Left
0 Out In Total
1 0 1
Right
0 Thru
7 Left
5 Out Total In
16 12 28
Left
2 Thru
1 Right
4 Out In Total
6 7 13
Left
0 Thru
12 Right
1 Total Out In
9 13 22
Peak Hour Begins at 04:30 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 2 2 0 4 1 0 0 1 0 2 0 2
+15 mins. 0 0 0 0 0 3 0 3 1 1 2 4 0 3 0 3
+30 mins. 0 0 0 0 1 1 0 2 0 0 1 1 0 4 0 4
+45 mins. 0 0 0 0 2 1 0 3 0 0 1 1 0 3 1 4
Total Volume 0 0 0 0 5 7 0 12 2 1 4 7 0 12 1 13
% App. Total 0 0 0 41.7 58.3 0 28.6 14.3 57.1 0 92.3 7.7 PHF .000 .000 .000 .000 .625 .583 .000 .750 .500 .250 .500 .438 .000 .750 .250 .813 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1034
Menifee Mayor and City Council November 20, 2024 Page1880 of 2294 File Name : 03_MEN_Murr_Eth PM
Site Code : 10823147
Start Date : 2/15/2023
Page No : 1
City of Menifee
N/S: Murrieta Road
E/W: Ethanac Road
Weather: Clear
Groups Printed- 3 Axle Vehicles
Murrieta Road
Southbound
Ethanac Road
Westbound
Murrieta Road
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 2 0 2 0 0 1 1 0 0 0 0 3
04:15 PM 0 0 0 0 0 9 0 9 0 0 0 0 0 0 0 0 9
04:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 2
04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
Total 0 0 0 0 0 13 0 13 0 0 1 1 0 0 1 1 15
05:00 PM 0 0 0 0 0 6 1 7 0 0 0 0 0 0 0 0 7
05:15 PM 0 0 0 0 0 9 0 9 1 0 0 1 0 0 1 1 11
05:30 PM 0 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 2
05:45 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
Total 0 0 0 0 0 16 1 17 2 0 1 3 0 0 1 1 21
Grand Total 0 0 0 0 0 29 1 30 2 0 2 4 0 0 2 2 36
Apprch % 0 0 0 0 96.7 3.3 50 0 50 0 0 100
Total % 0 0 0 0 0 80.6 2.8 83.3 5.6 0 5.6 11.1 0 0 5.6 5.6 Murrieta Road
Southbound
Ethanac Road
Westbound
Murrieta Road
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 2
04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
05:00 PM 0 0 0 0 0 6 1 7 0 0 0 0 0 0 0 0 7
05:15 PM 0 0 0 0 0 9 0 9 1 0 0 1 0 0 1 1 11
Total Volume 0 0 0 0 0 17 1 18 1 0 0 1 0 0 2 2 21
% App. Total 0 0 0 0 94.4 5.6 100 0 0 0 0 100
PHF .000 .000 .000 .000 .000 .472 .250 .500 .250 .000 .000 .250 .000 .000 .500 .500 .477 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1035
Menifee Mayor and City Council November 20, 2024 Page1881 of 2294 File Name : 03_MEN_Murr_Eth PM
Site Code : 10823147
Start Date : 2/15/2023
Page No : 2
City of Menifee
N/S: Murrieta Road
E/W: Ethanac Road
Weather: Clear
Murrieta Road
Ethanac Road
Ethanac Road
Murrieta Road
Right
0 Thru
0 Left
0 Out In Total
1 0 1
Right
1 Thru
17 Left
0 Out Total In
0 18 18
Left
1 Thru
0 Right
0 Out In Total
2 1 3
Left
0 Thru
0 Right
2 Total Out In
18 2 20
Peak Hour Begins at 04:30 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1
+15 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 6 1 7 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 9 0 9 1 0 0 1 0 0 1 1
Total Volume 0 0 0 0 0 17 1 18 1 0 0 1 0 0 2 2
% App. Total 0 0 0 0 94.4 5.6 100 0 0 0 0 100
PHF .000 .000 .000 .000 .000 .472 .250 .500 .250 .000 .000 .250 .000 .000 .500 .500 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1036
Menifee Mayor and City Council November 20, 2024 Page1882 of 2294 File Name : 03_MEN_Murr_Eth PM
Site Code : 10823147
Start Date : 2/15/2023
Page No : 1
City of Menifee
N/S: Murrieta Road
E/W: Ethanac Road
Weather: Clear
Groups Printed- 4+ Axle Trucks
Murrieta Road
Southbound
Ethanac Road
Westbound
Murrieta Road
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4
04:15 PM 0 0 0 0 0 2 0 2 0 0 1 1 0 0 0 0 3
04:30 PM 0 0 0 0 1 0 0 1 0 0 1 1 0 0 0 0 2
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 1 3 0 4 0 0 2 2 0 3 0 3 9
05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 6
Grand Total 0 0 0 0 1 4 0 5 0 0 2 2 0 8 0 8 15
Apprch % 0 0 0 20 80 0 0 0 100 0 100 0
Total % 0 0 0 0 6.7 26.7 0 33.3 0 0 13.3 13.3 0 53.3 0 53.3 Murrieta Road
Southbound
Ethanac Road
Westbound
Murrieta Road
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 1 0 0 1 0 0 1 1 0 0 0 0 2
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
Total Volume 0 0 0 0 1 1 0 2 0 0 1 1 0 4 0 4 7
% App. Total 0 0 0 50 50 0 0 0 100 0 100 0
PHF .000 .000 .000 .000 .250 .250 .000 .500 .000 .000 .250 .250 .000 .333 .000 .333 .438 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1037
Menifee Mayor and City Council November 20, 2024 Page1883 of 2294 File Name : 03_MEN_Murr_Eth PM
Site Code : 10823147
Start Date : 2/15/2023
Page No : 2
City of Menifee
N/S: Murrieta Road
E/W: Ethanac Road
Weather: Clear
Murrieta Road
Ethanac Road
Ethanac Road
Murrieta Road
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
1 Left
1 Out Total In
5 2 7
Left
0 Thru
0 Right
1 Out In Total
1 1 2
Left
0 Thru
4 Right
0 Total Out In
1 4 5
Peak Hour Begins at 04:30 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 1 0 0 1 0 0 1 1 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
Total Volume 0 0 0 0 1 1 0 2 0 0 1 1 0 4 0 4
% App. Total 0 0 0 50 50 0 0 0 100 0 100 0
PHF .000 .000 .000 .000 .250 .250 .000 .500 .000 .000 .250 .250 .000 .333 .000 .333 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1038
Menifee Mayor and City Council November 20, 2024 Page1884 of 2294 File Name : 05_MEN_215S_Etha AM
Site Code : 221054
Start Date : 12/1/2022
Page No : 1
City of Menifee
N/S: I-215 Southbound Ramps
E/W: Ethanac Road
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks I-215 Southbound Off Ramp
Southbound
Ethanac Road
Westbound
I-215 Southbound On Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 28 1 48 77 18 89 0 107 0 0 0 0 0 124 72 196 380 07:15 AM 21 0 66 87 25 88 0 113 0 0 0 0 0 174 111 285 485 07:30 AM 29 0 55 84 20 116 0 136 0 0 0 0 0 197 150 347 567 07:45 AM 29 1 63 93 15 175 0 190 0 0 0 0 0 176 105 281 564 Total 107 2 232 341 78 468 0 546 0 0 0 0 0 671 438 1109 1996 08:00 AM 27 0 56 83 22 186 0 208 0 0 0 0 0 153 91 244 535 08:15 AM 18 1 65 84 20 146 0 166 0 0 0 0 0 150 69 219 469 08:30 AM 17 1 72 90 28 136 0 164 0 0 0 0 0 112 99 211 465 08:45 AM 25 0 61 86 25 102 0 127 0 0 0 0 0 100 61 161 374 Total 87 2 254 343 95 570 0 665 0 0 0 0 0 515 320 835 1843 Grand Total 194 4 486 684 173 1038 0 1211 0 0 0 0 0 1186 758 1944 3839 Apprch % 28.4 0.6 71.1 14.3 85.7 0 0 0 0 0 61 39
Total % 5.1 0.1 12.7 17.8 4.5 27 0 31.5 0 0 0 0 0 30.9 19.7 50.6 Passenger Vehicles 175 3 426 604 122 990 0 1112 0 0 0 0 0 1119 692 1811 3527 % Passenger Vehicles 90.2 75 87.7 88.3 70.5 95.4 0 91.8 0 0 0 0 0 94.4 91.3 93.2 91.9 Large 2 Axle Vehicles 11 0 43 54 26 27 0 53 0 0 0 0 0 50 45 95 202 % Large 2 Axle Vehicles 5.7 0 8.8 7.9 15 2.6 0 4.4 0 0 0 0 0 4.2 5.9 4.9 5.3 3 Axle Vehicles 4 1 6 11 21 11 0 32 0 0 0 0 0 9 14 23 66 % 3 Axle Vehicles 2.1 25 1.2 1.6 12.1 1.1 0 2.6 0 0 0 0 0 0.8 1.8 1.2 1.7 4+ Axle Trucks 4 0 11 15 4 10 0 14 0 0 0 0 0 8 7 15 44
% 4+ Axle Trucks 2.1 0 2.3 2.2 2.3 1 0 1.2 0 0 0 0 0 0.7 0.9 0.8 1.1 I-215 Southbound Off Ramp
Southbound
Ethanac Road
Westbound
I-215 Southbound On Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 21 0 66 87 25 88 0 113 0 0 0 0 0 174 111 285 485 07:30 AM 29 0 55 84 20 116 0 136 0 0 0 0 0 197 150 347 567 07:45 AM 29 1 63 93 15 175 0 190 0 0 0 0 0 176 105 281 564 08:00 AM 27 0 56 83 22 186 0 208 0 0 0 0 0 153 91 244 535 Total Volume 106 1 240 347 82 565 0 647 0 0 0 0 0 700 457 1157 2151 % App. Total 30.5 0.3 69.2 12.7 87.3 0 0 0 0 0 60.5 39.5 PHF .914 .250 .909 .933 .820 .759 .000 .778 .000 .000 .000 .000 .000 .888 .762 .834 .948 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1039
Menifee Mayor and City Council November 20, 2024 Page1885 of 2294 File Name : 05_MEN_215S_Etha AM
Site Code : 221054
Start Date : 12/1/2022
Page No : 2
City of Menifee
N/S: I-215 Southbound Ramps
E/W: Ethanac Road
Weather: Clear
I-215 Southbound Off Ramp
Ethanac Road
Ethanac Road
I-215 Southbound On Ramp
Right
240
Thru
1 Left
106
Out In Total
0 347 347
Right
0 Thru
565
Left
82 Out Total In
806 647 1453
Left
0 Thru
0 Right
0 Out In Total
540 0 540
Left
0 Thru
700
Right
457
Total Out In
805 1157 1962
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:00 AM 07:15 AM
+0 mins. 29 1 63 93 15 175 0 190 0 0 0 0 0 174 111 285
+15 mins. 27 0 56 83 22 186 0 208 0 0 0 0 0 197 150 347 +30 mins. 18 1 65 84 20 146 0 166 0 0 0 0 0 176 105 281 +45 mins. 17 1 72 90 28 136 0 164 0 0 0 0 0 153 91 244
Total Volume 91 3 256 350 85 643 0 728 0 0 0 0 0 700 457 1157 % App. Total 26 0.9 73.1 11.7 88.3 0 0 0 0 0 60.5 39.5
PHF .784 .750 .889 .941 .759 .864 .000 .875 .000 .000 .000 .000 .000 .888 .762 .834 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1040
Menifee Mayor and City Council November 20, 2024 Page1886 of 2294 File Name : 05_MEN_215S_Etha AM
Site Code : 221054
Start Date : 12/1/2022
Page No : 1
City of Menifee
N/S: I-215 Southbound Ramps
E/W: Ethanac Road
Weather: Clear
Groups Printed- Passenger Vehicles
I-215 Southbound Off Ramp
Southbound
Ethanac Road
Westbound
I-215 Southbound On Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 23 1 37 61 13 86 0 99 0 0 0 0 0 119 66 185 345 07:15 AM 19 0 51 70 12 83 0 95 0 0 0 0 0 159 103 262 427 07:30 AM 27 0 52 79 13 108 0 121 0 0 0 0 0 190 135 325 525 07:45 AM 26 1 56 83 10 167 0 177 0 0 0 0 0 166 96 262 522 Total 95 2 196 293 48 444 0 492 0 0 0 0 0 634 400 1034 1819 08:00 AM 26 0 51 77 16 178 0 194 0 0 0 0 0 144 84 228 499 08:15 AM 16 1 58 75 15 142 0 157 0 0 0 0 0 141 62 203 435 08:30 AM 15 0 69 84 24 130 0 154 0 0 0 0 0 104 89 193 431 08:45 AM 23 0 52 75 19 96 0 115 0 0 0 0 0 96 57 153 343 Total 80 1 230 311 74 546 0 620 0 0 0 0 0 485 292 777 1708 Grand Total 175 3 426 604 122 990 0 1112 0 0 0 0 0 1119 692 1811 3527 Apprch % 29 0.5 70.5 11 89 0 0 0 0 0 61.8 38.2
Total % 5 0.1 12.1 17.1 3.5 28.1 0 31.5 0 0 0 0 0 31.7 19.6 51.3 I-215 Southbound Off Ramp
Southbound
Ethanac Road
Westbound
I-215 Southbound On Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 19 0 51 70 12 83 0 95 0 0 0 0 0 159 103 262 427 07:30 AM 27 0 52 79 13 108 0 121 0 0 0 0 0 190 135 325 525 07:45 AM 26 1 56 83 10 167 0 177 0 0 0 0 0 166 96 262 522 08:00 AM 26 0 51 77 16 178 0 194 0 0 0 0 0 144 84 228 499 Total Volume 98 1 210 309 51 536 0 587 0 0 0 0 0 659 418 1077 1973 % App. Total 31.7 0.3 68 8.7 91.3 0 0 0 0 0 61.2 38.8
PHF .907 .250 .938 .931 .797 .753 .000 .756 .000 .000 .000 .000 .000 .867 .774 .828 .940 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1041
Menifee Mayor and City Council November 20, 2024 Page1887 of 2294 File Name : 05_MEN_215S_Etha AM
Site Code : 221054
Start Date : 12/1/2022
Page No : 2
City of Menifee
N/S: I-215 Southbound Ramps
E/W: Ethanac Road
Weather: Clear
I-215 Southbound Off Ramp
Ethanac Road
Ethanac Road
I-215 Southbound On Ramp
Right
210
Thru
1 Left
98 Out In Total
0 309 309
Right
0 Thru
536
Left
51 Out Total In
757 587 1344
Left
0 Thru
0 Right
0 Out In Total
470 0 470
Left
0 Thru
659
Right
418
Total Out In
746 1077 1823
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 19 0 51 70 12 83 0 95 0 0 0 0 0 159 103 262
+15 mins. 27 0 52 79 13 108 0 121 0 0 0 0 0 190 135 325 +30 mins. 26 1 56 83 10 167 0 177 0 0 0 0 0 166 96 262
+45 mins. 26 0 51 77 16 178 0 194 0 0 0 0 0 144 84 228
Total Volume 98 1 210 309 51 536 0 587 0 0 0 0 0 659 418 1077 % App. Total 31.7 0.3 68 8.7 91.3 0 0 0 0 0 61.2 38.8
PHF .907 .250 .938 .931 .797 .753 .000 .756 .000 .000 .000 .000 .000 .867 .774 .828 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1042
Menifee Mayor and City Council November 20, 2024 Page1888 of 2294 File Name : 05_MEN_215S_Etha AM
Site Code : 221054
Start Date : 12/1/2022
Page No : 1
City of Menifee
N/S: I-215 Southbound Ramps
E/W: Ethanac Road
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
I-215 Southbound Off Ramp
Southbound
Ethanac Road
Westbound
I-215 Southbound On Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 3 0 8 11 2 2 0 4 0 0 0 0 0 4 3 7 22
07:15 AM 1 0 15 16 5 2 0 7 0 0 0 0 0 13 5 18 41
07:30 AM 0 0 2 2 5 5 0 10 0 0 0 0 0 6 11 17 29
07:45 AM 2 0 5 7 3 5 0 8 0 0 0 0 0 7 7 14 29
Total 6 0 30 36 15 14 0 29 0 0 0 0 0 30 26 56 121
08:00 AM 1 0 4 5 4 4 0 8 0 0 0 0 0 8 4 12 25
08:15 AM 1 0 3 4 2 1 0 3 0 0 0 0 0 6 6 12 19
08:30 AM 2 0 1 3 3 5 0 8 0 0 0 0 0 3 7 10 21
08:45 AM 1 0 5 6 2 3 0 5 0 0 0 0 0 3 2 5 16
Total 5 0 13 18 11 13 0 24 0 0 0 0 0 20 19 39 81
Grand Total 11 0 43 54 26 27 0 53 0 0 0 0 0 50 45 95 202 Apprch % 20.4 0 79.6 49.1 50.9 0 0 0 0 0 52.6 47.4
Total % 5.4 0 21.3 26.7 12.9 13.4 0 26.2 0 0 0 0 0 24.8 22.3 47 I-215 Southbound Off Ramp
Southbound
Ethanac Road
Westbound
I-215 Southbound On Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 1 0 15 16 5 2 0 7 0 0 0 0 0 13 5 18 41
07:30 AM 0 0 2 2 5 5 0 10 0 0 0 0 0 6 11 17 29
07:45 AM 2 0 5 7 3 5 0 8 0 0 0 0 0 7 7 14 29
08:00 AM 1 0 4 5 4 4 0 8 0 0 0 0 0 8 4 12 25
Total Volume 4 0 26 30 17 16 0 33 0 0 0 0 0 34 27 61 124 % App. Total 13.3 0 86.7 51.5 48.5 0 0 0 0 0 55.7 44.3
PHF .500 .000 .433 .469 .850 .800 .000 .825 .000 .000 .000 .000 .000 .654 .614 .847 .756 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1043
Menifee Mayor and City Council November 20, 2024 Page1889 of 2294 File Name : 05_MEN_215S_Etha AM
Site Code : 221054
Start Date : 12/1/2022
Page No : 2
City of Menifee
N/S: I-215 Southbound Ramps
E/W: Ethanac Road
Weather: Clear
I-215 Southbound Off Ramp
Ethanac Road
Ethanac Road
I-215 Southbound On Ramp
Right
26 Thru
0 Left
4 Out In Total
0 30 30
Right
0 Thru
16 Left
17 Out Total In
38 33 71
Left
0 Thru
0 Right
0 Out In Total
44 0 44
Left
0 Thru
34 Right
27 Total Out In
42 61 103
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 1 0 15 16 5 2 0 7 0 0 0 0 0 13 5 18
+15 mins. 0 0 2 2 5 5 0 10 0 0 0 0 0 6 11 17
+30 mins. 2 0 5 7 3 5 0 8 0 0 0 0 0 7 7 14
+45 mins. 1 0 4 5 4 4 0 8 0 0 0 0 0 8 4 12
Total Volume 4 0 26 30 17 16 0 33 0 0 0 0 0 34 27 61
% App. Total 13.3 0 86.7 51.5 48.5 0 0 0 0 0 55.7 44.3
PHF .500 .000 .433 .469 .850 .800 .000 .825 .000 .000 .000 .000 .000 .654 .614 .847 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1044
Menifee Mayor and City Council November 20, 2024 Page1890 of 2294 File Name : 05_MEN_215S_Etha AM
Site Code : 221054
Start Date : 12/1/2022
Page No : 1
City of Menifee
N/S: I-215 Southbound Ramps
E/W: Ethanac Road
Weather: Clear
Groups Printed- 3 Axle Vehicles
I-215 Southbound Off Ramp
Southbound
Ethanac Road
Westbound
I-215 Southbound On Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 0 0 1 3 1 0 4 0 0 0 0 0 0 1 1 6
07:15 AM 0 0 0 0 7 2 0 9 0 0 0 0 0 1 3 4 13
07:30 AM 2 0 0 2 1 3 0 4 0 0 0 0 0 0 4 4 10
07:45 AM 1 0 2 3 2 2 0 4 0 0 0 0 0 3 1 4 11
Total 4 0 2 6 13 8 0 21 0 0 0 0 0 4 9 13 40
08:00 AM 0 0 0 0 1 1 0 2 0 0 0 0 0 1 2 3 5
08:15 AM 0 0 1 1 3 0 0 3 0 0 0 0 0 2 0 2 6
08:30 AM 0 1 1 2 1 1 0 2 0 0 0 0 0 2 3 5 9
08:45 AM 0 0 2 2 3 1 0 4 0 0 0 0 0 0 0 0 6
Total 0 1 4 5 8 3 0 11 0 0 0 0 0 5 5 10 26
Grand Total 4 1 6 11 21 11 0 32 0 0 0 0 0 9 14 23 66
Apprch % 36.4 9.1 54.5 65.6 34.4 0 0 0 0 0 39.1 60.9
Total % 6.1 1.5 9.1 16.7 31.8 16.7 0 48.5 0 0 0 0 0 13.6 21.2 34.8 I-215 Southbound Off Ramp
Southbound
Ethanac Road
Westbound
I-215 Southbound On Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 7 2 0 9 0 0 0 0 0 1 3 4 13
07:30 AM 2 0 0 2 1 3 0 4 0 0 0 0 0 0 4 4 10
07:45 AM 1 0 2 3 2 2 0 4 0 0 0 0 0 3 1 4 11
08:00 AM 0 0 0 0 1 1 0 2 0 0 0 0 0 1 2 3 5
Total Volume 3 0 2 5 11 8 0 19 0 0 0 0 0 5 10 15 39
% App. Total 60 0 40 57.9 42.1 0 0 0 0 0 33.3 66.7
PHF .375 .000 .250 .417 .393 .667 .000 .528 .000 .000 .000 .000 .000 .417 .625 .938 .750 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1045
Menifee Mayor and City Council November 20, 2024 Page1891 of 2294 File Name : 05_MEN_215S_Etha AM
Site Code : 221054
Start Date : 12/1/2022
Page No : 2
City of Menifee
N/S: I-215 Southbound Ramps
E/W: Ethanac Road
Weather: Clear
I-215 Southbound Off Ramp
Ethanac Road
Ethanac Road
I-215 Southbound On Ramp
Right
2 Thru
0 Left
3 Out In Total
0 5 5
Right
0 Thru
8 Left
11 Out Total In
8 19 27
Left
0 Thru
0 Right
0 Out In Total
21 0 21
Left
0 Thru
5 Right
10 Total Out In
10 15 25
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 7 2 0 9 0 0 0 0 0 1 3 4
+15 mins. 2 0 0 2 1 3 0 4 0 0 0 0 0 0 4 4
+30 mins. 1 0 2 3 2 2 0 4 0 0 0 0 0 3 1 4
+45 mins. 0 0 0 0 1 1 0 2 0 0 0 0 0 1 2 3
Total Volume 3 0 2 5 11 8 0 19 0 0 0 0 0 5 10 15
% App. Total 60 0 40 57.9 42.1 0 0 0 0 0 33.3 66.7
PHF .375 .000 .250 .417 .393 .667 .000 .528 .000 .000 .000 .000 .000 .417 .625 .938 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1046
Menifee Mayor and City Council November 20, 2024 Page1892 of 2294 File Name : 05_MEN_215S_Etha AM
Site Code : 221054
Start Date : 12/1/2022
Page No : 1
City of Menifee
N/S: I-215 Southbound Ramps
E/W: Ethanac Road
Weather: Clear
Groups Printed- 4+ Axle Trucks
I-215 Southbound Off Ramp
Southbound
Ethanac Road
Westbound
I-215 Southbound On Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 0 3 4 0 0 0 0 0 0 0 0 0 1 2 3 7
07:15 AM 1 0 0 1 1 1 0 2 0 0 0 0 0 1 0 1 4
07:30 AM 0 0 1 1 1 0 0 1 0 0 0 0 0 1 0 1 3
07:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 2
Total 2 0 4 6 2 2 0 4 0 0 0 0 0 3 3 6 16
08:00 AM 0 0 1 1 1 3 0 4 0 0 0 0 0 0 1 1 6
08:15 AM 1 0 3 4 0 3 0 3 0 0 0 0 0 1 1 2 9
08:30 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 3 0 3 4
08:45 AM 1 0 2 3 1 2 0 3 0 0 0 0 0 1 2 3 9
Total 2 0 7 9 2 8 0 10 0 0 0 0 0 5 4 9 28
Grand Total 4 0 11 15 4 10 0 14 0 0 0 0 0 8 7 15 44
Apprch % 26.7 0 73.3 28.6 71.4 0 0 0 0 0 53.3 46.7
Total % 9.1 0 25 34.1 9.1 22.7 0 31.8 0 0 0 0 0 18.2 15.9 34.1 I-215 Southbound Off Ramp
Southbound
Ethanac Road
Westbound
I-215 Southbound On Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 1 0 0 1 1 1 0 2 0 0 0 0 0 1 0 1 4
07:30 AM 0 0 1 1 1 0 0 1 0 0 0 0 0 1 0 1 3
07:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 2
08:00 AM 0 0 1 1 1 3 0 4 0 0 0 0 0 0 1 1 6
Total Volume 1 0 2 3 3 5 0 8 0 0 0 0 0 2 2 4 15
% App. Total 33.3 0 66.7 37.5 62.5 0 0 0 0 0 50 50
PHF .250 .000 .500 .750 .750 .417 .000 .500 .000 .000 .000 .000 .000 .500 .500 1.00 .625 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1047
Menifee Mayor and City Council November 20, 2024 Page1893 of 2294 File Name : 05_MEN_215S_Etha AM
Site Code : 221054
Start Date : 12/1/2022
Page No : 2
City of Menifee
N/S: I-215 Southbound Ramps
E/W: Ethanac Road
Weather: Clear
I-215 Southbound Off Ramp
Ethanac Road
Ethanac Road
I-215 Southbound On Ramp
Right
2 Thru
0 Left
1 Out In Total
0 3 3
Right
0 Thru
5 Left
3 Out Total In
3 8 11
Left
0 Thru
0 Right
0 Out In Total
5 0 5
Left
0 Thru
2 Right
2 Total Out In
7 4 11
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 1 0 0 1 1 1 0 2 0 0 0 0 0 1 0 1
+15 mins. 0 0 1 1 1 0 0 1 0 0 0 0 0 1 0 1
+30 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1
+45 mins. 0 0 1 1 1 3 0 4 0 0 0 0 0 0 1 1
Total Volume 1 0 2 3 3 5 0 8 0 0 0 0 0 2 2 4
% App. Total 33.3 0 66.7 37.5 62.5 0 0 0 0 0 50 50
PHF .250 .000 .500 .750 .750 .417 .000 .500 .000 .000 .000 .000 .000 .500 .500 1.000 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1048
Menifee Mayor and City Council November 20, 2024 Page1894 of 2294 File Name : 05_MEN_215S_Etha PM
Site Code : 221054
Start Date : 12/1/2022
Page No : 1
City of Menifee
N/S: I-215 Southbound Ramps
E/W: Ethanac Road
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks I-215 Southbound Off Ramp
Southbound
Ethanac Road
Westbound
I-215 Southbound On Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 41 3 89 133 32 180 0 212 0 0 0 0 0 155 86 241 586 04:15 PM 37 1 91 129 16 192 0 208 0 0 0 0 0 142 86 228 565 04:30 PM 38 2 85 125 22 193 0 215 0 0 0 0 0 146 93 239 579 04:45 PM 41 0 83 124 16 167 0 183 0 0 0 0 0 162 92 254 561 Total 157 6 348 511 86 732 0 818 0 0 0 0 0 605 357 962 2291 05:00 PM 35 0 95 130 26 176 0 202 0 0 0 0 0 157 81 238 570 05:15 PM 36 1 90 127 25 187 0 212 0 0 0 0 0 168 88 256 595 05:30 PM 30 1 83 114 23 190 0 213 0 0 0 0 0 140 87 227 554 05:45 PM 38 0 78 116 19 127 0 146 0 0 0 0 0 150 82 232 494 Total 139 2 346 487 93 680 0 773 0 0 0 0 0 615 338 953 2213 Grand Total 296 8 694 998 179 1412 0 1591 0 0 0 0 0 1220 695 1915 4504 Apprch % 29.7 0.8 69.5 11.3 88.7 0 0 0 0 0 63.7 36.3
Total % 6.6 0.2 15.4 22.2 4 31.3 0 35.3 0 0 0 0 0 27.1 15.4 42.5 Passenger Vehicles 284 7 673 964 176 1371 0 1547 0 0 0 0 0 1173 679 1852 4363 % Passenger Vehicles 95.9 87.5 97 96.6 98.3 97.1 0 97.2 0 0 0 0 0 96.1 97.7 96.7 96.9 Large 2 Axle Vehicles 6 0 11 17 3 17 0 20 0 0 0 0 0 38 10 48 85 % Large 2 Axle Vehicles 2 0 1.6 1.7 1.7 1.2 0 1.3 0 0 0 0 0 3.1 1.4 2.5 1.9 3 Axle Vehicles 2 0 4 6 0 21 0 21 0 0 0 0 0 7 1 8 35
% 3 Axle Vehicles 0.7 0 0.6 0.6 0 1.5 0 1.3 0 0 0 0 0 0.6 0.1 0.4 0.8 4+ Axle Trucks 4 1 6 11 0 3 0 3 0 0 0 0 0 2 5 7 21
% 4+ Axle Trucks 1.4 12.5 0.9 1.1 0 0.2 0 0.2 0 0 0 0 0 0.2 0.7 0.4 0.5 I-215 Southbound Off Ramp
Southbound
Ethanac Road
Westbound
I-215 Southbound On Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 38 2 85 125 22 193 0 215 0 0 0 0 0 146 93 239 579 04:45 PM 41 0 83 124 16 167 0 183 0 0 0 0 0 162 92 254 561 05:00 PM 35 0 95 130 26 176 0 202 0 0 0 0 0 157 81 238 570 05:15 PM 36 1 90 127 25 187 0 212 0 0 0 0 0 168 88 256 595 Total Volume 150 3 353 506 89 723 0 812 0 0 0 0 0 633 354 987 2305 % App. Total 29.6 0.6 69.8 11 89 0 0 0 0 0 64.1 35.9
PHF .915 .375 .929 .973 .856 .937 .000 .944 .000 .000 .000 .000 .000 .942 .952 .964 .968 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1049
Menifee Mayor and City Council November 20, 2024 Page1895 of 2294 File Name : 05_MEN_215S_Etha PM
Site Code : 221054
Start Date : 12/1/2022
Page No : 2
City of Menifee
N/S: I-215 Southbound Ramps
E/W: Ethanac Road
Weather: Clear
I-215 Southbound Off Ramp
Ethanac Road
Ethanac Road
I-215 Southbound On Ramp
Right
353
Thru
3 Left
150
Out In Total
0 506 506
Right
0 Thru
723
Left
89 Out Total In
783 812 1595
Left
0 Thru
0 Right
0 Out In Total
446 0 446
Left
0 Thru
633
Right
354
Total Out In
1076 987 2063
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:30 PM
+0 mins. 41 3 89 133 32 180 0 212 0 0 0 0 0 146 93 239
+15 mins. 37 1 91 129 16 192 0 208 0 0 0 0 0 162 92 254 +30 mins. 38 2 85 125 22 193 0 215 0 0 0 0 0 157 81 238 +45 mins. 41 0 83 124 16 167 0 183 0 0 0 0 0 168 88 256 Total Volume 157 6 348 511 86 732 0 818 0 0 0 0 0 633 354 987 % App. Total 30.7 1.2 68.1 10.5 89.5 0 0 0 0 0 64.1 35.9 PHF .957 .500 .956 .961 .672 .948 .000 .951 .000 .000 .000 .000 .000 .942 .952 .964 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1050
Menifee Mayor and City Council November 20, 2024 Page1896 of 2294 File Name : 05_MEN_215S_Etha PM
Site Code : 221054
Start Date : 12/1/2022
Page No : 1
City of Menifee
N/S: I-215 Southbound Ramps
E/W: Ethanac Road
Weather: Clear
Groups Printed- Passenger Vehicles
I-215 Southbound Off Ramp
Southbound
Ethanac Road
Westbound
I-215 Southbound On Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 39 2 89 130 31 174 0 205 0 0 0 0 0 148 86 234 569 04:15 PM 34 1 87 122 16 185 0 201 0 0 0 0 0 134 83 217 540 04:30 PM 37 2 84 123 22 188 0 210 0 0 0 0 0 136 91 227 560 04:45 PM 41 0 80 121 16 166 0 182 0 0 0 0 0 159 91 250 553 Total 151 5 340 496 85 713 0 798 0 0 0 0 0 577 351 928 2222 05:00 PM 33 0 90 123 26 172 0 198 0 0 0 0 0 155 79 234 555 05:15 PM 34 1 85 120 25 177 0 202 0 0 0 0 0 165 84 249 571 05:30 PM 29 1 81 111 23 185 0 208 0 0 0 0 0 132 84 216 535 05:45 PM 37 0 77 114 17 124 0 141 0 0 0 0 0 144 81 225 480 Total 133 2 333 468 91 658 0 749 0 0 0 0 0 596 328 924 2141 Grand Total 284 7 673 964 176 1371 0 1547 0 0 0 0 0 1173 679 1852 4363 Apprch % 29.5 0.7 69.8 11.4 88.6 0 0 0 0 0 63.3 36.7
Total % 6.5 0.2 15.4 22.1 4 31.4 0 35.5 0 0 0 0 0 26.9 15.6 42.4 I-215 Southbound Off Ramp
Southbound
Ethanac Road
Westbound
I-215 Southbound On Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 37 2 84 123 22 188 0 210 0 0 0 0 0 136 91 227 560 04:45 PM 41 0 80 121 16 166 0 182 0 0 0 0 0 159 91 250 553 05:00 PM 33 0 90 123 26 172 0 198 0 0 0 0 0 155 79 234 555 05:15 PM 34 1 85 120 25 177 0 202 0 0 0 0 0 165 84 249 571 Total Volume 145 3 339 487 89 703 0 792 0 0 0 0 0 615 345 960 2239 % App. Total 29.8 0.6 69.6 11.2 88.8 0 0 0 0 0 64.1 35.9 PHF .884 .375 .942 .990 .856 .935 .000 .943 .000 .000 .000 .000 .000 .932 .948 .960 .980 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1051
Menifee Mayor and City Council November 20, 2024 Page1897 of 2294 File Name : 05_MEN_215S_Etha PM
Site Code : 221054
Start Date : 12/1/2022
Page No : 2
City of Menifee
N/S: I-215 Southbound Ramps
E/W: Ethanac Road
Weather: Clear
I-215 Southbound Off Ramp
Ethanac Road
Ethanac Road
I-215 Southbound On Ramp
Right
339
Thru
3 Left
145
Out In Total
0 487 487
Right
0 Thru
703
Left
89 Out Total In
760 792 1552
Left
0 Thru
0 Right
0 Out In Total
437 0 437
Left
0 Thru
615
Right
345
Total Out In
1042 960 2002
Peak Hour Begins at 04:30 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 37 2 84 123 22 188 0 210 0 0 0 0 0 136 91 227
+15 mins. 41 0 80 121 16 166 0 182 0 0 0 0 0 159 91 250 +30 mins. 33 0 90 123 26 172 0 198 0 0 0 0 0 155 79 234 +45 mins. 34 1 85 120 25 177 0 202 0 0 0 0 0 165 84 249 Total Volume 145 3 339 487 89 703 0 792 0 0 0 0 0 615 345 960 % App. Total 29.8 0.6 69.6 11.2 88.8 0 0 0 0 0 64.1 35.9 PHF .884 .375 .942 .990 .856 .935 .000 .943 .000 .000 .000 .000 .000 .932 .948 .960 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1052
Menifee Mayor and City Council November 20, 2024 Page1898 of 2294 File Name : 05_MEN_215S_Etha PM
Site Code : 221054
Start Date : 12/1/2022
Page No : 1
City of Menifee
N/S: I-215 Southbound Ramps
E/W: Ethanac Road
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
I-215 Southbound Off Ramp
Southbound
Ethanac Road
Westbound
I-215 Southbound On Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 1 2 0 3 0 0 0 0 0 4 0 4 7
04:15 PM 0 0 1 1 0 2 0 2 0 0 0 0 0 5 2 7 10
04:30 PM 1 0 1 2 0 3 0 3 0 0 0 0 0 8 1 9 14
04:45 PM 0 0 3 3 0 0 0 0 0 0 0 0 0 3 1 4 7
Total 1 0 5 6 1 7 0 8 0 0 0 0 0 20 4 24 38
05:00 PM 1 0 2 3 0 3 0 3 0 0 0 0 0 2 0 2 8
05:15 PM 2 0 2 4 0 5 0 5 0 0 0 0 0 3 3 6 15
05:30 PM 1 0 2 3 0 1 0 1 0 0 0 0 0 7 2 9 13
05:45 PM 1 0 0 1 2 1 0 3 0 0 0 0 0 6 1 7 11
Total 5 0 6 11 2 10 0 12 0 0 0 0 0 18 6 24 47
Grand Total 6 0 11 17 3 17 0 20 0 0 0 0 0 38 10 48 85
Apprch % 35.3 0 64.7 15 85 0 0 0 0 0 79.2 20.8
Total % 7.1 0 12.9 20 3.5 20 0 23.5 0 0 0 0 0 44.7 11.8 56.5 I-215 Southbound Off Ramp
Southbound
Ethanac Road
Westbound
I-215 Southbound On Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 1 0 1 2 0 3 0 3 0 0 0 0 0 8 1 9 14
04:45 PM 0 0 3 3 0 0 0 0 0 0 0 0 0 3 1 4 7
05:00 PM 1 0 2 3 0 3 0 3 0 0 0 0 0 2 0 2 8
05:15 PM 2 0 2 4 0 5 0 5 0 0 0 0 0 3 3 6 15
Total Volume 4 0 8 12 0 11 0 11 0 0 0 0 0 16 5 21 44
% App. Total 33.3 0 66.7 0 100 0 0 0 0 0 76.2 23.8
PHF .500 .000 .667 .750 .000 .550 .000 .550 .000 .000 .000 .000 .000 .500 .417 .583 .733 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1053
Menifee Mayor and City Council November 20, 2024 Page1899 of 2294 File Name : 05_MEN_215S_Etha PM
Site Code : 221054
Start Date : 12/1/2022
Page No : 2
City of Menifee
N/S: I-215 Southbound Ramps
E/W: Ethanac Road
Weather: Clear
I-215 Southbound Off Ramp
Ethanac Road
Ethanac Road
I-215 Southbound On Ramp
Right
8 Thru
0 Left
4 Out In Total
0 12 12
Right
0 Thru
11 Left
0 Out Total In
20 11 31
Left
0 Thru
0 Right
0 Out In Total
5 0 5
Left
0 Thru
16 Right
5 Total Out In
19 21 40
Peak Hour Begins at 04:30 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 1 0 1 2 0 3 0 3 0 0 0 0 0 8 1 9
+15 mins. 0 0 3 3 0 0 0 0 0 0 0 0 0 3 1 4
+30 mins. 1 0 2 3 0 3 0 3 0 0 0 0 0 2 0 2
+45 mins. 2 0 2 4 0 5 0 5 0 0 0 0 0 3 3 6
Total Volume 4 0 8 12 0 11 0 11 0 0 0 0 0 16 5 21
% App. Total 33.3 0 66.7 0 100 0 0 0 0 0 76.2 23.8
PHF .500 .000 .667 .750 .000 .550 .000 .550 .000 .000 .000 .000 .000 .500 .417 .583 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1054
Menifee Mayor and City Council November 20, 2024 Page1900 of 2294 File Name : 05_MEN_215S_Etha PM
Site Code : 221054
Start Date : 12/1/2022
Page No : 1
City of Menifee
N/S: I-215 Southbound Ramps
E/W: Ethanac Road
Weather: Clear
Groups Printed- 3 Axle Vehicles
I-215 Southbound Off Ramp
Southbound
Ethanac Road
Westbound
I-215 Southbound On Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 1 0 0 1 0 3 0 3 0 0 0 0 0 3 0 3 7
04:15 PM 1 0 0 1 0 5 0 5 0 0 0 0 0 1 1 2 8
04:30 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4
04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
Total 2 0 0 2 0 11 0 11 0 0 0 0 0 6 1 7 20
05:00 PM 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 3
05:15 PM 0 0 1 1 0 5 0 5 0 0 0 0 0 0 0 0 6
05:30 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 4
05:45 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
Total 0 0 4 4 0 10 0 10 0 0 0 0 0 1 0 1 15
Grand Total 2 0 4 6 0 21 0 21 0 0 0 0 0 7 1 8 35
Apprch % 33.3 0 66.7 0 100 0 0 0 0 0 87.5 12.5
Total % 5.7 0 11.4 17.1 0 60 0 60 0 0 0 0 0 20 2.9 22.9 I-215 Southbound Off Ramp
Southbound
Ethanac Road
Westbound
I-215 Southbound On Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4
04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
05:00 PM 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 3
05:15 PM 0 0 1 1 0 5 0 5 0 0 0 0 0 0 0 0 6
Total Volume 0 0 4 4 0 8 0 8 0 0 0 0 0 2 0 2 14
% App. Total 0 0 100 0 100 0 0 0 0 0 100 0
PHF .000 .000 .333 .333 .000 .400 .000 .400 .000 .000 .000 .000 .000 .250 .000 .250 .583 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1055
Menifee Mayor and City Council November 20, 2024 Page1901 of 2294 File Name : 05_MEN_215S_Etha PM
Site Code : 221054
Start Date : 12/1/2022
Page No : 2
City of Menifee
N/S: I-215 Southbound Ramps
E/W: Ethanac Road
Weather: Clear
I-215 Southbound Off Ramp
Ethanac Road
Ethanac Road
I-215 Southbound On Ramp
Right
4 Thru
0 Left
0 Out In Total
0 4 4
Right
0 Thru
8 Left
0 Out Total In
2 8 10
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
0 Thru
2 Right
0 Total Out In
12 2 14
Peak Hour Begins at 04:30 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2
+15 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0
+30 mins. 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 1 1 0 5 0 5 0 0 0 0 0 0 0 0
Total Volume 0 0 4 4 0 8 0 8 0 0 0 0 0 2 0 2
% App. Total 0 0 100 0 100 0 0 0 0 0 100 0
PHF .000 .000 .333 .333 .000 .400 .000 .400 .000 .000 .000 .000 .000 .250 .000 .250 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1056
Menifee Mayor and City Council November 20, 2024 Page1902 of 2294 File Name : 05_MEN_215S_Etha PM
Site Code : 221054
Start Date : 12/1/2022
Page No : 1
City of Menifee
N/S: I-215 Southbound Ramps
E/W: Ethanac Road
Weather: Clear
Groups Printed- 4+ Axle Trucks
I-215 Southbound Off Ramp
Southbound
Ethanac Road
Westbound
I-215 Southbound On Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 1 1 0 2 0 1 0 1 0 0 0 0 0 0 0 0 3
04:15 PM 2 0 3 5 0 0 0 0 0 0 0 0 0 2 0 2 7
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 3 1 3 7 0 1 0 1 0 0 0 0 0 2 1 3 11
05:00 PM 1 0 0 1 0 1 0 1 0 0 0 0 0 0 2 2 4
05:15 PM 0 0 2 2 0 0 0 0 0 0 0 0 0 0 1 1 3
05:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 2
05:45 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 1 0 3 4 0 2 0 2 0 0 0 0 0 0 4 4 10
Grand Total 4 1 6 11 0 3 0 3 0 0 0 0 0 2 5 7 21
Apprch % 36.4 9.1 54.5 0 100 0 0 0 0 0 28.6 71.4
Total % 19 4.8 28.6 52.4 0 14.3 0 14.3 0 0 0 0 0 9.5 23.8 33.3 I-215 Southbound Off Ramp
Southbound
Ethanac Road
Westbound
I-215 Southbound On Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 1 0 0 1 0 1 0 1 0 0 0 0 0 0 2 2 4
05:15 PM 0 0 2 2 0 0 0 0 0 0 0 0 0 0 1 1 3
Total Volume 1 0 2 3 0 1 0 1 0 0 0 0 0 0 4 4 8
% App. Total 33.3 0 66.7 0 100 0 0 0 0 0 0 100
PHF .250 .000 .250 .375 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .500 .500 .500 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1057
Menifee Mayor and City Council November 20, 2024 Page1903 of 2294 File Name : 05_MEN_215S_Etha PM
Site Code : 221054
Start Date : 12/1/2022
Page No : 2
City of Menifee
N/S: I-215 Southbound Ramps
E/W: Ethanac Road
Weather: Clear
I-215 Southbound Off Ramp
Ethanac Road
Ethanac Road
I-215 Southbound On Ramp
Right
2 Thru
0 Left
1 Out In Total
0 3 3
Right
0 Thru
1 Left
0 Out Total In
1 1 2
Left
0 Thru
0 Right
0 Out In Total
4 0 4
Left
0 Thru
0 Right
4 Total Out In
3 4 7
Peak Hour Begins at 04:30 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 1 0 0 1 0 1 0 1 0 0 0 0 0 0 2 2
+45 mins. 0 0 2 2 0 0 0 0 0 0 0 0 0 0 1 1
Total Volume 1 0 2 3 0 1 0 1 0 0 0 0 0 0 4 4
% App. Total 33.3 0 66.7 0 100 0 0 0 0 0 0 100
PHF .250 .000 .250 .375 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .500 .500 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1058
Menifee Mayor and City Council November 20, 2024 Page1904 of 2294 File Name : 06_MEN_215N_Etha AM
Site Code : 221054
Start Date : 12/1/2022
Page No : 1
City of Menifee
N/S: I-215 Northbound Ramps
E/W: Ethanac Road
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks I-215 Northbound On Ramp
Southbound
Ethanac Road
Westbound
I-215 Northbound Off Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 62 28 90 44 0 32 76 49 99 0 148 314
07:15 AM 0 0 0 0 0 75 32 107 48 0 32 80 67 149 0 216 403 07:30 AM 0 0 0 0 0 88 39 127 71 0 23 94 52 168 0 220 441 07:45 AM 0 0 0 0 0 128 39 167 75 0 35 110 42 138 0 180 457 Total 0 0 0 0 0 353 138 491 238 0 122 360 210 554 0 764 1615 08:00 AM 0 0 0 0 0 114 36 150 58 0 35 93 53 137 0 190 433 08:15 AM 0 0 0 0 0 115 19 134 61 2 49 112 43 100 0 143 389 08:30 AM 0 0 0 0 0 74 25 99 65 0 33 98 65 58 0 123 320
08:45 AM 0 0 0 0 0 67 26 93 49 1 22 72 50 80 0 130 295
Total 0 0 0 0 0 370 106 476 233 3 139 375 211 375 0 586 1437 Grand Total 0 0 0 0 0 723 244 967 471 3 261 735 421 929 0 1350 3052 Apprch % 0 0 0 0 74.8 25.2 64.1 0.4 35.5 31.2 68.8 0
Total % 0 0 0 0 0 23.7 8 31.7 15.4 0.1 8.6 24.1 13.8 30.4 0 44.2 Passenger Vehicles 0 0 0 0 0 658 217 875 438 2 234 674 384 883 0 1267 2816 % Passenger Vehicles 0 0 0 0 0 91 88.9 90.5 93 66.7 89.7 91.7 91.2 95 0 93.9 92.3 Large 2 Axle Vehicles 0 0 0 0 0 36 15 51 13 1 10 24 23 29 0 52 127 % Large 2 Axle Vehicles 0 0 0 0 0 5 6.1 5.3 2.8 33.3 3.8 3.3 5.5 3.1 0 3.9 4.2 3 Axle Vehicles 0 0 0 0 0 24 3 27 11 0 13 24 4 11 0 15 66 % 3 Axle Vehicles 0 0 0 0 0 3.3 1.2 2.8 2.3 0 5 3.3 1 1.2 0 1.1 2.2 4+ Axle Trucks 0 0 0 0 0 5 9 14 9 0 4 13 10 6 0 16 43
% 4+ Axle Trucks 0 0 0 0 0 0.7 3.7 1.4 1.9 0 1.5 1.8 2.4 0.6 0 1.2 1.4 I-215 Northbound On Ramp
Southbound
Ethanac Road
Westbound
I-215 Northbound Off Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 75 32 107 48 0 32 80 67 149 0 216 403 07:30 AM 0 0 0 0 0 88 39 127 71 0 23 94 52 168 0 220 441 07:45 AM 0 0 0 0 0 128 39 167 75 0 35 110 42 138 0 180 457 08:00 AM 0 0 0 0 0 114 36 150 58 0 35 93 53 137 0 190 433 Total Volume 0 0 0 0 0 405 146 551 252 0 125 377 214 592 0 806 1734 % App. Total 0 0 0 0 73.5 26.5 66.8 0 33.2 26.6 73.4 0
PHF .000 .000 .000 .000 .000 .791 .936 .825 .840 .000 .893 .857 .799 .881 .000 .916 .949 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1059
Menifee Mayor and City Council November 20, 2024 Page1905 of 2294 File Name : 06_MEN_215N_Etha AM
Site Code : 221054
Start Date : 12/1/2022
Page No : 2
City of Menifee
N/S: I-215 Northbound Ramps
E/W: Ethanac Road
Weather: Clear
I-215 Northbound On Ramp
Ethanac Road
Ethanac Road
I-215 Northbound Off Ramp
Right
0 Thru
0 Left
0 Out In Total
360 0 360
Right
146
Thru
405
Left
0 Out Total In
717 551 1268
Left
252
Thru
0 Right
125
Out In Total
0 377 377
Left
214
Thru
592
Right
0 Total Out In
657 806 1463
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:30 AM 07:45 AM 07:15 AM
+0 mins. 0 0 0 0 0 88 39 127 75 0 35 110 67 149 0 216
+15 mins. 0 0 0 0 0 128 39 167 58 0 35 93 52 168 0 220
+30 mins. 0 0 0 0 0 114 36 150 61 2 49 112 42 138 0 180 +45 mins. 0 0 0 0 0 115 19 134 65 0 33 98 53 137 0 190
Total Volume 0 0 0 0 0 445 133 578 259 2 152 413 214 592 0 806 % App. Total 0 0 0 0 77 23 62.7 0.5 36.8 26.6 73.4 0
PHF .000 .000 .000 .000 .000 .869 .853 .865 .863 .250 .776 .922 .799 .881 .000 .916 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1060
Menifee Mayor and City Council November 20, 2024 Page1906 of 2294 File Name : 06_MEN_215N_Etha AM
Site Code : 221054
Start Date : 12/1/2022
Page No : 1
City of Menifee
N/S: I-215 Northbound Ramps
E/W: Ethanac Road
Weather: Clear
Groups Printed- Passenger Vehicles
I-215 Northbound On Ramp
Southbound
Ethanac Road
Westbound
I-215 Northbound Off Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 55 27 82 40 0 26 66 42 94 0 136 284
07:15 AM 0 0 0 0 0 62 29 91 42 0 32 74 59 145 0 204 369 07:30 AM 0 0 0 0 0 81 37 118 67 0 20 87 46 163 0 209 414 07:45 AM 0 0 0 0 0 116 31 147 71 0 33 104 39 131 0 170 421 Total 0 0 0 0 0 314 124 438 220 0 111 331 186 533 0 719 1488 08:00 AM 0 0 0 0 0 107 28 135 55 0 31 86 49 128 0 177 398 08:15 AM 0 0 0 0 0 108 19 127 58 1 44 103 41 91 0 132 362 08:30 AM 0 0 0 0 0 68 23 91 62 0 29 91 60 54 0 114 296
08:45 AM 0 0 0 0 0 61 23 84 43 1 19 63 48 77 0 125 272
Total 0 0 0 0 0 344 93 437 218 2 123 343 198 350 0 548 1328 Grand Total 0 0 0 0 0 658 217 875 438 2 234 674 384 883 0 1267 2816 Apprch % 0 0 0 0 75.2 24.8 65 0.3 34.7 30.3 69.7 0
Total % 0 0 0 0 0 23.4 7.7 31.1 15.6 0.1 8.3 23.9 13.6 31.4 0 45 I-215 Northbound On Ramp
Southbound
Ethanac Road
Westbound
I-215 Northbound Off Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 62 29 91 42 0 32 74 59 145 0 204 369 07:30 AM 0 0 0 0 0 81 37 118 67 0 20 87 46 163 0 209 414 07:45 AM 0 0 0 0 0 116 31 147 71 0 33 104 39 131 0 170 421 08:00 AM 0 0 0 0 0 107 28 135 55 0 31 86 49 128 0 177 398 Total Volume 0 0 0 0 0 366 125 491 235 0 116 351 193 567 0 760 1602 % App. Total 0 0 0 0 74.5 25.5 67 0 33 25.4 74.6 0
PHF .000 .000 .000 .000 .000 .789 .845 .835 .827 .000 .879 .844 .818 .870 .000 .909 .951 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1061
Menifee Mayor and City Council November 20, 2024 Page1907 of 2294 File Name : 06_MEN_215N_Etha AM
Site Code : 221054
Start Date : 12/1/2022
Page No : 2
City of Menifee
N/S: I-215 Northbound Ramps
E/W: Ethanac Road
Weather: Clear
I-215 Northbound On Ramp
Ethanac Road
Ethanac Road
I-215 Northbound Off Ramp
Right
0 Thru
0 Left
0 Out In Total
318 0 318
Right
125
Thru
366
Left
0 Out Total In
683 491 1174
Left
235
Thru
0 Right
116
Out In Total
0 351 351
Left
193
Thru
567
Right
0 Total Out In
601 760 1361
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 62 29 91 42 0 32 74 59 145 0 204
+15 mins. 0 0 0 0 0 81 37 118 67 0 20 87 46 163 0 209
+30 mins. 0 0 0 0 0 116 31 147 71 0 33 104 39 131 0 170 +45 mins. 0 0 0 0 0 107 28 135 55 0 31 86 49 128 0 177
Total Volume 0 0 0 0 0 366 125 491 235 0 116 351 193 567 0 760 % App. Total 0 0 0 0 74.5 25.5 67 0 33 25.4 74.6 0
PHF .000 .000 .000 .000 .000 .789 .845 .835 .827 .000 .879 .844 .818 .870 .000 .909 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1062
Menifee Mayor and City Council November 20, 2024 Page1908 of 2294 File Name : 06_MEN_215N_Etha AM
Site Code : 221054
Start Date : 12/1/2022
Page No : 1
City of Menifee
N/S: I-215 Northbound Ramps
E/W: Ethanac Road
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
I-215 Northbound On Ramp
Southbound
Ethanac Road
Westbound
I-215 Northbound Off Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 1 0 1 3 0 2 5 6 3 0 9 15
07:15 AM 0 0 0 0 0 9 1 10 2 0 0 2 5 3 0 8 20
07:30 AM 0 0 0 0 0 3 1 4 2 0 2 4 4 1 0 5 13
07:45 AM 0 0 0 0 0 9 7 16 2 0 1 3 2 6 0 8 27
Total 0 0 0 0 0 22 9 31 9 0 5 14 17 13 0 30 75
08:00 AM 0 0 0 0 0 3 3 6 0 0 1 1 2 8 0 10 17
08:15 AM 0 0 0 0 0 5 0 5 0 1 2 3 0 5 0 5 13
08:30 AM 0 0 0 0 0 4 2 6 3 0 1 4 3 1 0 4 14
08:45 AM 0 0 0 0 0 2 1 3 1 0 1 2 1 2 0 3 8
Total 0 0 0 0 0 14 6 20 4 1 5 10 6 16 0 22 52
Grand Total 0 0 0 0 0 36 15 51 13 1 10 24 23 29 0 52 127 Apprch % 0 0 0 0 70.6 29.4 54.2 4.2 41.7 44.2 55.8 0
Total % 0 0 0 0 0 28.3 11.8 40.2 10.2 0.8 7.9 18.9 18.1 22.8 0 40.9 I-215 Northbound On Ramp
Southbound
Ethanac Road
Westbound
I-215 Northbound Off Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 9 1 10 2 0 0 2 5 3 0 8 20
07:30 AM 0 0 0 0 0 3 1 4 2 0 2 4 4 1 0 5 13
07:45 AM 0 0 0 0 0 9 7 16 2 0 1 3 2 6 0 8 27
08:00 AM 0 0 0 0 0 3 3 6 0 0 1 1 2 8 0 10 17
Total Volume 0 0 0 0 0 24 12 36 6 0 4 10 13 18 0 31 77
% App. Total 0 0 0 0 66.7 33.3 60 0 40 41.9 58.1 0
PHF .000 .000 .000 .000 .000 .667 .429 .563 .750 .000 .500 .625 .650 .563 .000 .775 .713 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1063
Menifee Mayor and City Council November 20, 2024 Page1909 of 2294 File Name : 06_MEN_215N_Etha AM
Site Code : 221054
Start Date : 12/1/2022
Page No : 2
City of Menifee
N/S: I-215 Northbound Ramps
E/W: Ethanac Road
Weather: Clear
I-215 Northbound On Ramp
Ethanac Road
Ethanac Road
I-215 Northbound Off Ramp
Right
0 Thru
0 Left
0 Out In Total
25 0 25
Right
12 Thru
24 Left
0 Out Total In
22 36 58
Left
6 Thru
0 Right
4 Out In Total
0 10 10
Left
13 Thru
18 Right
0 Total Out In
30 31 61
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 9 1 10 2 0 0 2 5 3 0 8
+15 mins. 0 0 0 0 0 3 1 4 2 0 2 4 4 1 0 5
+30 mins. 0 0 0 0 0 9 7 16 2 0 1 3 2 6 0 8
+45 mins. 0 0 0 0 0 3 3 6 0 0 1 1 2 8 0 10
Total Volume 0 0 0 0 0 24 12 36 6 0 4 10 13 18 0 31
% App. Total 0 0 0 0 66.7 33.3 60 0 40 41.9 58.1 0
PHF .000 .000 .000 .000 .000 .667 .429 .563 .750 .000 .500 .625 .650 .563 .000 .775 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1064
Menifee Mayor and City Council November 20, 2024 Page1910 of 2294 File Name : 06_MEN_215N_Etha AM
Site Code : 221054
Start Date : 12/1/2022
Page No : 1
City of Menifee
N/S: I-215 Northbound Ramps
E/W: Ethanac Road
Weather: Clear
Groups Printed- 3 Axle Vehicles
I-215 Northbound On Ramp
Southbound
Ethanac Road
Westbound
I-215 Northbound Off Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 6 0 6 1 0 2 3 0 1 0 1 10
07:15 AM 0 0 0 0 0 2 0 2 3 0 0 3 2 0 0 2 7
07:30 AM 0 0 0 0 0 4 0 4 1 0 1 2 0 3 0 3 9
07:45 AM 0 0 0 0 0 1 0 1 1 0 1 2 1 1 0 2 5
Total 0 0 0 0 0 13 0 13 6 0 4 10 3 5 0 8 31
08:00 AM 0 0 0 0 0 4 2 6 1 0 2 3 1 1 0 2 11
08:15 AM 0 0 0 0 0 2 0 2 1 0 2 3 0 2 0 2 7
08:30 AM 0 0 0 0 0 2 0 2 0 0 3 3 0 2 0 2 7
08:45 AM 0 0 0 0 0 3 1 4 3 0 2 5 0 1 0 1 10
Total 0 0 0 0 0 11 3 14 5 0 9 14 1 6 0 7 35
Grand Total 0 0 0 0 0 24 3 27 11 0 13 24 4 11 0 15 66
Apprch % 0 0 0 0 88.9 11.1 45.8 0 54.2 26.7 73.3 0
Total % 0 0 0 0 0 36.4 4.5 40.9 16.7 0 19.7 36.4 6.1 16.7 0 22.7 I-215 Northbound On Ramp
Southbound
Ethanac Road
Westbound
I-215 Northbound Off Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 2 0 2 3 0 0 3 2 0 0 2 7
07:30 AM 0 0 0 0 0 4 0 4 1 0 1 2 0 3 0 3 9
07:45 AM 0 0 0 0 0 1 0 1 1 0 1 2 1 1 0 2 5
08:00 AM 0 0 0 0 0 4 2 6 1 0 2 3 1 1 0 2 11
Total Volume 0 0 0 0 0 11 2 13 6 0 4 10 4 5 0 9 32
% App. Total 0 0 0 0 84.6 15.4 60 0 40 44.4 55.6 0
PHF .000 .000 .000 .000 .000 .688 .250 .542 .500 .000 .500 .833 .500 .417 .000 .750 .727 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1065
Menifee Mayor and City Council November 20, 2024 Page1911 of 2294 File Name : 06_MEN_215N_Etha AM
Site Code : 221054
Start Date : 12/1/2022
Page No : 2
City of Menifee
N/S: I-215 Northbound Ramps
E/W: Ethanac Road
Weather: Clear
I-215 Northbound On Ramp
Ethanac Road
Ethanac Road
I-215 Northbound Off Ramp
Right
0 Thru
0 Left
0 Out In Total
6 0 6
Right
2 Thru
11 Left
0 Out Total In
9 13 22
Left
6 Thru
0 Right
4 Out In Total
0 10 10
Left
4 Thru
5 Right
0 Total Out In
17 9 26
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 2 0 2 3 0 0 3 2 0 0 2
+15 mins. 0 0 0 0 0 4 0 4 1 0 1 2 0 3 0 3
+30 mins. 0 0 0 0 0 1 0 1 1 0 1 2 1 1 0 2
+45 mins. 0 0 0 0 0 4 2 6 1 0 2 3 1 1 0 2
Total Volume 0 0 0 0 0 11 2 13 6 0 4 10 4 5 0 9
% App. Total 0 0 0 0 84.6 15.4 60 0 40 44.4 55.6 0
PHF .000 .000 .000 .000 .000 .688 .250 .542 .500 .000 .500 .833 .500 .417 .000 .750 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1066
Menifee Mayor and City Council November 20, 2024 Page1912 of 2294 File Name : 06_MEN_215N_Etha AM
Site Code : 221054
Start Date : 12/1/2022
Page No : 1
City of Menifee
N/S: I-215 Northbound Ramps
E/W: Ethanac Road
Weather: Clear
Groups Printed- 4+ Axle Trucks
I-215 Northbound On Ramp
Southbound
Ethanac Road
Westbound
I-215 Northbound Off Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 1 1 0 0 2 2 1 1 0 2 5
07:15 AM 0 0 0 0 0 2 2 4 1 0 0 1 1 1 0 2 7
07:30 AM 0 0 0 0 0 0 1 1 1 0 0 1 2 1 0 3 5
07:45 AM 0 0 0 0 0 2 1 3 1 0 0 1 0 0 0 0 4
Total 0 0 0 0 0 4 5 9 3 0 2 5 4 3 0 7 21
08:00 AM 0 0 0 0 0 0 3 3 2 0 1 3 1 0 0 1 7
08:15 AM 0 0 0 0 0 0 0 0 2 0 1 3 2 2 0 4 7
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 3
08:45 AM 0 0 0 0 0 1 1 2 2 0 0 2 1 0 0 1 5
Total 0 0 0 0 0 1 4 5 6 0 2 8 6 3 0 9 22
Grand Total 0 0 0 0 0 5 9 14 9 0 4 13 10 6 0 16 43
Apprch % 0 0 0 0 35.7 64.3 69.2 0 30.8 62.5 37.5 0
Total % 0 0 0 0 0 11.6 20.9 32.6 20.9 0 9.3 30.2 23.3 14 0 37.2 I-215 Northbound On Ramp
Southbound
Ethanac Road
Westbound
I-215 Northbound Off Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 2 2 4 1 0 0 1 1 1 0 2 7
07:30 AM 0 0 0 0 0 0 1 1 1 0 0 1 2 1 0 3 5
07:45 AM 0 0 0 0 0 2 1 3 1 0 0 1 0 0 0 0 4
08:00 AM 0 0 0 0 0 0 3 3 2 0 1 3 1 0 0 1 7
Total Volume 0 0 0 0 0 4 7 11 5 0 1 6 4 2 0 6 23
% App. Total 0 0 0 0 36.4 63.6 83.3 0 16.7 66.7 33.3 0
PHF .000 .000 .000 .000 .000 .500 .583 .688 .625 .000 .250 .500 .500 .500 .000 .500 .821 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1067
Menifee Mayor and City Council November 20, 2024 Page1913 of 2294 File Name : 06_MEN_215N_Etha AM
Site Code : 221054
Start Date : 12/1/2022
Page No : 2
City of Menifee
N/S: I-215 Northbound Ramps
E/W: Ethanac Road
Weather: Clear
I-215 Northbound On Ramp
Ethanac Road
Ethanac Road
I-215 Northbound Off Ramp
Right
0 Thru
0 Left
0 Out In Total
11 0 11
Right
7 Thru
4 Left
0 Out Total In
3 11 14
Left
5 Thru
0 Right
1 Out In Total
0 6 6
Left
4 Thru
2 Right
0 Total Out In
9 6 15
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 2 2 4 1 0 0 1 1 1 0 2
+15 mins. 0 0 0 0 0 0 1 1 1 0 0 1 2 1 0 3
+30 mins. 0 0 0 0 0 2 1 3 1 0 0 1 0 0 0 0
+45 mins. 0 0 0 0 0 0 3 3 2 0 1 3 1 0 0 1
Total Volume 0 0 0 0 0 4 7 11 5 0 1 6 4 2 0 6
% App. Total 0 0 0 0 36.4 63.6 83.3 0 16.7 66.7 33.3 0
PHF .000 .000 .000 .000 .000 .500 .583 .688 .625 .000 .250 .500 .500 .500 .000 .500 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1068
Menifee Mayor and City Council November 20, 2024 Page1914 of 2294 File Name : 06_MEN_215N_Etha PM
Site Code : 221054
Start Date : 12/1/2022
Page No : 1
City of Menifee
N/S: I-215 Northbound Ramps
E/W: Ethanac Road
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks I-215 Northbound On Ramp
Southbound
Ethanac Road
Westbound
I-215 Northbound Off Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 96 40 136 114 1 43 158 69 142 0 211 505 04:15 PM 0 0 0 0 0 99 35 134 93 1 49 143 59 117 0 176 453 04:30 PM 0 0 0 0 0 119 31 150 100 0 44 144 60 151 0 211 505 04:45 PM 0 0 0 0 0 84 32 116 75 0 55 130 58 137 0 195 441 Total 0 0 0 0 0 398 138 536 382 2 191 575 246 547 0 793 1904 05:00 PM 0 0 0 0 0 103 29 132 121 0 40 161 52 132 0 184 477 05:15 PM 0 0 0 0 0 102 26 128 109 0 40 149 51 134 0 185 462 05:30 PM 0 0 0 0 0 86 33 119 103 0 43 146 52 116 0 168 433 05:45 PM 0 0 0 0 0 66 20 86 57 1 45 103 46 147 0 193 382 Total 0 0 0 0 0 357 108 465 390 1 168 559 201 529 0 730 1754 Grand Total 0 0 0 0 0 755 246 1001 772 3 359 1134 447 1076 0 1523 3658 Apprch % 0 0 0 0 75.4 24.6 68.1 0.3 31.7 29.3 70.7 0
Total % 0 0 0 0 0 20.6 6.7 27.4 21.1 0.1 9.8 31 12.2 29.4 0 41.6 Passenger Vehicles 0 0 0 0 0 745 232 977 732 3 332 1067 434 1042 0 1476 3520 % Passenger Vehicles 0 0 0 0 0 98.7 94.3 97.6 94.8 100 92.5 94.1 97.1 96.8 0 96.9 96.2 Large 2 Axle Vehicles 0 0 0 0 0 8 8 16 16 0 21 37 8 24 0 32 85 % Large 2 Axle Vehicles 0 0 0 0 0 1.1 3.3 1.6 2.1 0 5.8 3.3 1.8 2.2 0 2.1 2.3 3 Axle Vehicles 0 0 0 0 0 2 5 7 22 0 4 26 3 7 0 10 43
% 3 Axle Vehicles 0 0 0 0 0 0.3 2 0.7 2.8 0 1.1 2.3 0.7 0.7 0 0.7 1.2 4+ Axle Trucks 0 0 0 0 0 0 1 1 2 0 2 4 2 3 0 5 10
% 4+ Axle Trucks 0 0 0 0 0 0 0.4 0.1 0.3 0 0.6 0.4 0.4 0.3 0 0.3 0.3 I-215 Northbound On Ramp
Southbound
Ethanac Road
Westbound
I-215 Northbound Off Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 96 40 136 114 1 43 158 69 142 0 211 505 04:15 PM 0 0 0 0 0 99 35 134 93 1 49 143 59 117 0 176 453 04:30 PM 0 0 0 0 0 119 31 150 100 0 44 144 60 151 0 211 505 04:45 PM 0 0 0 0 0 84 32 116 75 0 55 130 58 137 0 195 441 Total Volume 0 0 0 0 0 398 138 536 382 2 191 575 246 547 0 793 1904 % App. Total 0 0 0 0 74.3 25.7 66.4 0.3 33.2 31 69 0
PHF .000 .000 .000 .000 .000 .836 .863 .893 .838 .500 .868 .910 .891 .906 .000 .940 .943 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1069
Menifee Mayor and City Council November 20, 2024 Page1915 of 2294 File Name : 06_MEN_215N_Etha PM
Site Code : 221054
Start Date : 12/1/2022
Page No : 2
City of Menifee
N/S: I-215 Northbound Ramps
E/W: Ethanac Road
Weather: Clear
I-215 Northbound On Ramp
Ethanac Road
Ethanac Road
I-215 Northbound Off Ramp
Right
0 Thru
0 Left
0 Out In Total
386 0 386
Right
138
Thru
398
Left
0 Out Total In
738 536 1274
Left
382
Thru
2 Right
191
Out In Total
0 575 575
Left
246
Thru
547
Right
0 Total Out In
780 793 1573
Peak Hour Begins at 04:00 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:45 PM 04:00 PM
+0 mins. 0 0 0 0 0 96 40 136 75 0 55 130 69 142 0 211
+15 mins. 0 0 0 0 0 99 35 134 121 0 40 161 59 117 0 176 +30 mins. 0 0 0 0 0 119 31 150 109 0 40 149 60 151 0 211 +45 mins. 0 0 0 0 0 84 32 116 103 0 43 146 58 137 0 195 Total Volume 0 0 0 0 0 398 138 536 408 0 178 586 246 547 0 793 % App. Total 0 0 0 0 74.3 25.7 69.6 0 30.4 31 69 0
PHF .000 .000 .000 .000 .000 .836 .863 .893 .843 .000 .809 .910 .891 .906 .000 .940 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1070
Menifee Mayor and City Council November 20, 2024 Page1916 of 2294 File Name : 06_MEN_215N_Etha PM
Site Code : 221054
Start Date : 12/1/2022
Page No : 1
City of Menifee
N/S: I-215 Northbound Ramps
E/W: Ethanac Road
Weather: Clear
Groups Printed- Passenger Vehicles
I-215 Northbound On Ramp
Southbound
Ethanac Road
Westbound
I-215 Northbound Off Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 95 38 133 109 1 39 149 67 133 0 200 482 04:15 PM 0 0 0 0 0 96 28 124 85 1 47 133 56 110 0 166 423 04:30 PM 0 0 0 0 0 119 31 150 99 0 42 141 58 148 0 206 497 04:45 PM 0 0 0 0 0 83 29 112 74 0 51 125 57 135 0 192 429 Total 0 0 0 0 0 393 126 519 367 2 179 548 238 526 0 764 1831 05:00 PM 0 0 0 0 0 101 29 130 115 0 34 149 51 128 0 179 458 05:15 PM 0 0 0 0 0 101 26 127 100 0 38 138 50 132 0 182 447 05:30 PM 0 0 0 0 0 85 32 117 98 0 40 138 49 112 0 161 416 05:45 PM 0 0 0 0 0 65 19 84 52 1 41 94 46 144 0 190 368 Total 0 0 0 0 0 352 106 458 365 1 153 519 196 516 0 712 1689 Grand Total 0 0 0 0 0 745 232 977 732 3 332 1067 434 1042 0 1476 3520 Apprch % 0 0 0 0 76.3 23.7 68.6 0.3 31.1 29.4 70.6 0
Total % 0 0 0 0 0 21.2 6.6 27.8 20.8 0.1 9.4 30.3 12.3 29.6 0 41.9 I-215 Northbound On Ramp
Southbound
Ethanac Road
Westbound
I-215 Northbound Off Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 95 38 133 109 1 39 149 67 133 0 200 482 04:15 PM 0 0 0 0 0 96 28 124 85 1 47 133 56 110 0 166 423 04:30 PM 0 0 0 0 0 119 31 150 99 0 42 141 58 148 0 206 497 04:45 PM 0 0 0 0 0 83 29 112 74 0 51 125 57 135 0 192 429 Total Volume 0 0 0 0 0 393 126 519 367 2 179 548 238 526 0 764 1831 % App. Total 0 0 0 0 75.7 24.3 67 0.4 32.7 31.2 68.8 0
PHF .000 .000 .000 .000 .000 .826 .829 .865 .842 .500 .877 .919 .888 .889 .000 .927 .921 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1071
Menifee Mayor and City Council November 20, 2024 Page1917 of 2294 File Name : 06_MEN_215N_Etha PM
Site Code : 221054
Start Date : 12/1/2022
Page No : 2
City of Menifee
N/S: I-215 Northbound Ramps
E/W: Ethanac Road
Weather: Clear
I-215 Northbound On Ramp
Ethanac Road
Ethanac Road
I-215 Northbound Off Ramp
Right
0 Thru
0 Left
0 Out In Total
366 0 366
Right
126
Thru
393
Left
0 Out Total In
705 519 1224
Left
367
Thru
2 Right
179
Out In Total
0 548 548
Left
238
Thru
526
Right
0 Total Out In
760 764 1524
Peak Hour Begins at 04:00 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 95 38 133 109 1 39 149 67 133 0 200
+15 mins. 0 0 0 0 0 96 28 124 85 1 47 133 56 110 0 166
+30 mins. 0 0 0 0 0 119 31 150 99 0 42 141 58 148 0 206 +45 mins. 0 0 0 0 0 83 29 112 74 0 51 125 57 135 0 192
Total Volume 0 0 0 0 0 393 126 519 367 2 179 548 238 526 0 764 % App. Total 0 0 0 0 75.7 24.3 67 0.4 32.7 31.2 68.8 0
PHF .000 .000 .000 .000 .000 .826 .829 .865 .842 .500 .877 .919 .888 .889 .000 .927 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1072
Menifee Mayor and City Council November 20, 2024 Page1918 of 2294 File Name : 06_MEN_215N_Etha PM
Site Code : 221054
Start Date : 12/1/2022
Page No : 1
City of Menifee
N/S: I-215 Northbound Ramps
E/W: Ethanac Road
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
I-215 Northbound On Ramp
Southbound
Ethanac Road
Westbound
I-215 Northbound Off Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 3 0 3 6 0 5 0 5 11
04:15 PM 0 0 0 0 0 3 4 7 2 0 1 3 1 4 0 5 15
04:30 PM 0 0 0 0 0 0 0 0 1 0 1 2 2 2 0 4 6
04:45 PM 0 0 0 0 0 1 2 3 0 0 3 3 1 2 0 3 9
Total 0 0 0 0 0 4 6 10 6 0 8 14 4 13 0 17 41
05:00 PM 0 0 0 0 0 2 0 2 4 0 6 10 1 3 0 4 16
05:15 PM 0 0 0 0 0 1 0 1 3 0 2 5 1 2 0 3 9
05:30 PM 0 0 0 0 0 0 1 1 3 0 3 6 2 4 0 6 13
05:45 PM 0 0 0 0 0 1 1 2 0 0 2 2 0 2 0 2 6
Total 0 0 0 0 0 4 2 6 10 0 13 23 4 11 0 15 44
Grand Total 0 0 0 0 0 8 8 16 16 0 21 37 8 24 0 32 85
Apprch % 0 0 0 0 50 50 43.2 0 56.8 25 75 0
Total % 0 0 0 0 0 9.4 9.4 18.8 18.8 0 24.7 43.5 9.4 28.2 0 37.6 I-215 Northbound On Ramp
Southbound
Ethanac Road
Westbound
I-215 Northbound Off Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 0 0 0 3 0 3 6 0 5 0 5 11
04:15 PM 0 0 0 0 0 3 4 7 2 0 1 3 1 4 0 5 15
04:30 PM 0 0 0 0 0 0 0 0 1 0 1 2 2 2 0 4 6
04:45 PM 0 0 0 0 0 1 2 3 0 0 3 3 1 2 0 3 9
Total Volume 0 0 0 0 0 4 6 10 6 0 8 14 4 13 0 17 41
% App. Total 0 0 0 0 40 60 42.9 0 57.1 23.5 76.5 0
PHF .000 .000 .000 .000 .000 .333 .375 .357 .500 .000 .667 .583 .500 .650 .000 .850 .683 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1073
Menifee Mayor and City Council November 20, 2024 Page1919 of 2294 File Name : 06_MEN_215N_Etha PM
Site Code : 221054
Start Date : 12/1/2022
Page No : 2
City of Menifee
N/S: I-215 Northbound Ramps
E/W: Ethanac Road
Weather: Clear
I-215 Northbound On Ramp
Ethanac Road
Ethanac Road
I-215 Northbound Off Ramp
Right
0 Thru
0 Left
0 Out In Total
10 0 10
Right
6 Thru
4 Left
0 Out Total In
21 10 31
Left
6 Thru
0 Right
8 Out In Total
0 14 14
Left
4 Thru
13 Right
0 Total Out In
10 17 27
Peak Hour Begins at 04:00 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 0 0 0 3 0 3 6 0 5 0 5
+15 mins. 0 0 0 0 0 3 4 7 2 0 1 3 1 4 0 5
+30 mins. 0 0 0 0 0 0 0 0 1 0 1 2 2 2 0 4
+45 mins. 0 0 0 0 0 1 2 3 0 0 3 3 1 2 0 3
Total Volume 0 0 0 0 0 4 6 10 6 0 8 14 4 13 0 17
% App. Total 0 0 0 0 40 60 42.9 0 57.1 23.5 76.5 0
PHF .000 .000 .000 .000 .000 .333 .375 .357 .500 .000 .667 .583 .500 .650 .000 .850 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1074
Menifee Mayor and City Council November 20, 2024 Page1920 of 2294 File Name : 06_MEN_215N_Etha PM
Site Code : 221054
Start Date : 12/1/2022
Page No : 1
City of Menifee
N/S: I-215 Northbound Ramps
E/W: Ethanac Road
Weather: Clear
Groups Printed- 3 Axle Vehicles
I-215 Northbound On Ramp
Southbound
Ethanac Road
Westbound
I-215 Northbound Off Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 1 2 3 1 0 1 2 1 3 0 4 9
04:15 PM 0 0 0 0 0 0 2 2 6 0 0 6 1 2 0 3 11
04:30 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 1 0 1 2
04:45 PM 0 0 0 0 0 0 1 1 1 0 1 2 0 0 0 0 3
Total 0 0 0 0 0 1 5 6 8 0 3 11 2 6 0 8 25
05:00 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
05:15 PM 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 6
05:30 PM 0 0 0 0 0 1 0 1 2 0 0 2 1 0 0 1 4
05:45 PM 0 0 0 0 0 0 0 0 5 0 1 6 0 1 0 1 7
Total 0 0 0 0 0 1 0 1 14 0 1 15 1 1 0 2 18
Grand Total 0 0 0 0 0 2 5 7 22 0 4 26 3 7 0 10 43
Apprch % 0 0 0 0 28.6 71.4 84.6 0 15.4 30 70 0
Total % 0 0 0 0 0 4.7 11.6 16.3 51.2 0 9.3 60.5 7 16.3 0 23.3 I-215 Northbound On Ramp
Southbound
Ethanac Road
Westbound
I-215 Northbound Off Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 1 2 3 1 0 1 2 1 3 0 4 9
04:15 PM 0 0 0 0 0 0 2 2 6 0 0 6 1 2 0 3 11
04:30 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 1 0 1 2
04:45 PM 0 0 0 0 0 0 1 1 1 0 1 2 0 0 0 0 3
Total Volume 0 0 0 0 0 1 5 6 8 0 3 11 2 6 0 8 25
% App. Total 0 0 0 0 16.7 83.3 72.7 0 27.3 25 75 0
PHF .000 .000 .000 .000 .000 .250 .625 .500 .333 .000 .750 .458 .500 .500 .000 .500 .568 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1075
Menifee Mayor and City Council November 20, 2024 Page1921 of 2294 File Name : 06_MEN_215N_Etha PM
Site Code : 221054
Start Date : 12/1/2022
Page No : 2
City of Menifee
N/S: I-215 Northbound Ramps
E/W: Ethanac Road
Weather: Clear
I-215 Northbound On Ramp
Ethanac Road
Ethanac Road
I-215 Northbound Off Ramp
Right
0 Thru
0 Left
0 Out In Total
7 0 7
Right
5 Thru
1 Left
0 Out Total In
9 6 15
Left
8 Thru
0 Right
3 Out In Total
0 11 11
Left
2 Thru
6 Right
0 Total Out In
9 8 17
Peak Hour Begins at 04:00 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 1 2 3 1 0 1 2 1 3 0 4
+15 mins. 0 0 0 0 0 0 2 2 6 0 0 6 1 2 0 3
+30 mins. 0 0 0 0 0 0 0 0 0 0 1 1 0 1 0 1
+45 mins. 0 0 0 0 0 0 1 1 1 0 1 2 0 0 0 0
Total Volume 0 0 0 0 0 1 5 6 8 0 3 11 2 6 0 8
% App. Total 0 0 0 0 16.7 83.3 72.7 0 27.3 25 75 0
PHF .000 .000 .000 .000 .000 .250 .625 .500 .333 .000 .750 .458 .500 .500 .000 .500 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1076
Menifee Mayor and City Council November 20, 2024 Page1922 of 2294 File Name : 06_MEN_215N_Etha PM
Site Code : 221054
Start Date : 12/1/2022
Page No : 1
City of Menifee
N/S: I-215 Northbound Ramps
E/W: Ethanac Road
Weather: Clear
Groups Printed- 4+ Axle Trucks
I-215 Northbound On Ramp
Southbound
Ethanac Road
Westbound
I-215 Northbound Off Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 1 0 0 1 1 1 0 2 3
04:15 PM 0 0 0 0 0 0 1 1 0 0 1 1 1 1 0 2 4
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 1 1 1 0 1 2 2 2 0 4 7
05:00 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1 2
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
Total 0 0 0 0 0 0 0 0 1 0 1 2 0 1 0 1 3
Grand Total 0 0 0 0 0 0 1 1 2 0 2 4 2 3 0 5 10
Apprch % 0 0 0 0 0 100 50 0 50 40 60 0
Total % 0 0 0 0 0 0 10 10 20 0 20 40 20 30 0 50
I-215 Northbound On Ramp
Southbound
Ethanac Road
Westbound
I-215 Northbound Off Ramp
Northbound
Ethanac Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 0 0 0 1 0 0 1 1 1 0 2 3
04:15 PM 0 0 0 0 0 0 1 1 0 0 1 1 1 1 0 2 4
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 1 1 1 0 1 2 2 2 0 4 7
% App. Total 0 0 0 0 0 100 50 0 50 50 50 0
PHF .000 .000 .000 .000 .000 .000 .250 .250 .250 .000 .250 .500 .500 .500 .000 .500 .438 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1077
Menifee Mayor and City Council November 20, 2024 Page1923 of 2294 File Name : 06_MEN_215N_Etha PM
Site Code : 221054
Start Date : 12/1/2022
Page No : 2
City of Menifee
N/S: I-215 Northbound Ramps
E/W: Ethanac Road
Weather: Clear
I-215 Northbound On Ramp
Ethanac Road
Ethanac Road
I-215 Northbound Off Ramp
Right
0 Thru
0 Left
0 Out In Total
3 0 3
Right
1 Thru
0 Left
0 Out Total In
3 1 4
Left
1 Thru
0 Right
1 Out In Total
0 2 2
Left
2 Thru
2 Right
0 Total Out In
1 4 5
Peak Hour Begins at 04:00 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 0 0 0 1 0 0 1 1 1 0 2
+15 mins. 0 0 0 0 0 0 1 1 0 0 1 1 1 1 0 2
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 1 1 1 0 1 2 2 2 0 4
% App. Total 0 0 0 0 0 100 50 0 50 50 50 0
PHF .000 .000 .000 .000 .000 .000 .250 .250 .250 .000 .250 .500 .500 .500 .000 .500 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
Item Title:11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1078
Menifee Mayor and City Council November 20, 2024 Page1924 of 2294
ATTACHMENT C
INTERSECTION ANALYSIS WORKSHEETS -
INTERSECTION #11 WITH
CURRENT LANE GEOMETRY
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1079
Menifee Mayor and City Council November 20, 2024 Page 1925 of 2294 Option 2: Copy of Murrieta Rd at Ethanac Rd
Lane Group LOS F E D E F F E D D
d, Delay for Lane Group [s/veh] 148.86 63.03 51.86 67.93 184.91 187.68 60.94 38.78 38.98 X, volume / capacity 1.21 0.80 0.20 0.31 1.28 1.29 0.85 0.75 0.75 c, Capacity [veh/h] 594 156 137 19 526 510 214 731 717
s, saturation flow rate [veh/h] 1694 1838 1615 1810 1900 1841 1810 1900 1863 Arrival type 3 3 3 3
so, Base Saturation Flow per Lane [pc/h/ln] 1900 1900 1900 1900 1900 1900 1900 1900 1900 (v / s)_i Volume / Saturation Flow Rate 0.42 0.07 0.02 0.00 0.36 0.36 0.10 0.29 0.29 g / C, Green / Cycle 0.35 0.08 0.08 0.01 0.28 0.28 0.12 0.38 0.38 Lane Group Calculations
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 21 0 0 17 0 0 7 0 0 14 0
Walk [s] 0 5 0 0 3 0 0 5 0 0 5 0
Split [s] 0 35 0 0 28 0 11 45 0 12 46 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 4.3 0.0 0.0 4.3 0.0 3.0 4.7 0.0 3.0 4.7 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Lost time [s] 0.00
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 120
Intersection Settings
Total Analysis Volume [veh/h] 160 108 451 85 40 28 6 1214 119 182 1024 60 Base Volume Input [veh/h] 97 90 162 67 34 9 6 665 51 78 357 48 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Murrieta Rd Murrieta Rd Ethanac Rd Ethanac Rd
Analysis Method HCM 6th Edition
Control Type Signalized
Intersection Murrieta Rd at Ethanac Rd
Number 11
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CP WP AM
CADO Warehouse Project
Version 2023 (SP 0-7)
Generated with
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1080
Menifee Mayor and City Council November 20, 2024 Page 1926 of 2294 Intersection V/C 0.950
Intersection LOS F
d_I, Intersection Delay [s/veh] 120.31
Approach LOS F E F D
d_A, Approach Delay [s/veh] 148.86 60.98 185.74 42.05
Critical Movement No No No No No No No No Yes No No No
Movement LOS F F F E E D E F F E D D
d_M, Delay for Movement [s/veh] 148.86 148.86 148.86 63.03 63.03 51.86 67.93 186.14 187.68 60.94 38.87 38.98 Movement, Approach, & Intersection Results
95th-Percentile Queue Length [ft/ln] 1249.93 180.36 35.79 10.06 1301.15 1280.14 241.04 510.97 504.57 95th-Percentile Queue Length [veh/ln] 50.00 7.21 1.43 0.40 52.05 51.21 9.64 20.44 20.18 50th-Percentile Queue Length [ft/ln] 866.08 100.20 19.88 5.59 887.19 869.55 142.99 356.20 350.96 50th-Percentile Queue Length [veh/ln] 34.64 4.01 0.80 0.22 35.49 34.78 5.72 14.25 14.04 Critical Lane Group Yes Yes No No No Yes Yes No No
Lane Group LOS F E D E F F E D D
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CP WP AM
CADO Warehouse Project
Version 2023 (SP 0-7)
Generated with
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1081
Menifee Mayor and City Council November 20, 2024 Page 1927 of 2294 Option 2: Copy of Murrieta Rd at Ethanac Rd
Lane Group LOS F E D E F F D D D
d, Delay for Lane Group [s/veh] 150.24 62.02 49.88 67.94 1414.82 1441.13 47.68 43.76 45.05 X, volume / capacity 1.20 0.83 0.17 0.31 4.00 4.05 0.94 0.85 0.87 c, Capacity [veh/h] 531 187 162 19 188 178 580 777 765
s, saturation flow rate [veh/h] 1708 1865 1615 1810 1900 1801 1810 1900 1870 Arrival type 3 3 3 3
so, Base Saturation Flow per Lane [pc/h/ln] 1900 1900 1900 1900 1900 1900 1900 1900 1900 (v / s)_i Volume / Saturation Flow Rate 0.37 0.08 0.02 0.00 0.40 0.40 0.30 0.35 0.35 g / C, Green / Cycle 0.31 0.10 0.10 0.01 0.10 0.10 0.32 0.41 0.41 Lane Group Calculations
Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 21 0 0 17 0 0 7 0 0 14 0
Walk [s] 0 5 0 0 3 0 0 5 0 0 5 0
Split [s] 0 32 0 0 28 0 11 36 0 24 49 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 4.3 0.0 0.0 4.3 0.0 3.0 4.7 0.0 3.0 4.7 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Lost time [s] 0.00
Actuation Type Semi-actuated
Coordination Type Time of Day Pattern Coordinated
Active Pattern Pattern 1
Cycle Length [s] 120
Intersection Settings
Total Analysis Volume [veh/h] 199 90 351 59 96 27 6 1250 224 545 1265 61 Base Volume Input [veh/h] 106 76 143 45 75 13 6 402 108 212 484 42 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Murrieta Rd Murrieta Rd Ethanac Rd Ethanac Rd
Analysis Method HCM 6th Edition
Control Type Signalized
Intersection Murrieta Rd at Ethanac Rd
Number 11
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CP WP PM
CADO Warehouse Project
Version 2023 (SP 0-7)
Generated with
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1082
Menifee Mayor and City Council November 20, 2024 Page 1928 of 2294 Intersection V/C 1.160
Intersection LOS F
d_I, Intersection Delay [s/veh] 550.41
Approach LOS F E F D
d_A, Approach Delay [s/veh] 150.24 60.22 1422.21 45.36
Critical Movement No No No No No No No No Yes No No No
Movement LOS F F F E E D E F F D D D
d_M, Delay for Movement [s/veh] 150.24 150.24 150.24 62.02 62.02 49.88 67.94 1425.31 1441.13 47.68 44.37 45.05 Movement, Approach, & Intersection Results
95th-Percentile Queue Length [ft/ln] 1123.86 214.53 33.63 10.06 2873.20 2779.43 563.85 645.67 653.53 95th-Percentile Queue Length [veh/ln] 44.95 8.58 1.35 0.40 114.93 111.18 22.55 25.83 26.14 50th-Percentile Queue Length [ft/ln] 775.75 123.43 18.68 5.59 1913.97 1847.28 399.88 468.23 474.84 50th-Percentile Queue Length [veh/ln] 31.03 4.94 0.75 0.22 76.56 73.89 16.00 18.73 18.99 Critical Lane Group Yes Yes No No No Yes Yes No No
Lane Group LOS F E D E F F D D D
Kimley-Horn and Associates, Inc.
Scenario 4: 4 OY CP WP PM
CADO Warehouse Project
Version 2023 (SP 0-7)
Generated with
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1083
Menifee Mayor and City Council November 20, 2024 Page 1929 of 2294 01006.0003/1031284.1
November 6, 2024
Honorable Mayor and City Council
City of Menifee City Council
29844 Haun Road
Menifee, CA 92585
SUBJECT: City Council November 6, 2024 Meeting
Agenda Item 11.1 – Appeals of the Planning Commission Decision for the CADO Menifee Industrial Warehouse Project
Honorable Mayor Zimmerman and Councilmembers:
The City of Perris (“Perris”) submits this letter to further support its appeal of the above project.
The City has reviewed Menifee’s responses to Perris’ appeal points. There is no question the project description is incomplete and therefore inadequate, thus understating potential significant environmental impacts. Furthermore, Perris stands by its previous comments regarding the inadequacy of the air quality and Greenhouse Gas analysis set forth in the staff report for this item and has determined those responses to be inadequate.
With regard to the Project’s impacts related to traffic safety, Perris requested that RK Engineering review Menifee’s responses to Perris’ appeal points on this topic. Attached is correspondence from RK Engineering dated November 5, 2024 expressing continued concerns regarding how the project will deteriorate the operations of various intersections and street segments resulting in reasonably foreseeable impacts related to traffic safety. Most importantly, the letter details the serious flaws in the methodologies used to prepare the traffic impact study for this Project such that the study is not credible and cannot be considered substantial evidence supporting any of the traffic impact conclusions in the EIR.
At the Planning Commission on August 14, 2024, the developer and Menifee staff made comments that the Project warranted a Statement of Overriding Consideration as the development would generate high-paying jobs, potentially drawn from future manufacturing business. However, the building is designed with a cross-dock layout intended for a typical warehouse fulfillment center.
In addition, the developer further commented at the meeting that the Project is a speculative
DEVELOPMENT SERVICES DEPARTMENT
PLANNING DIVISION
135 N. “D” Street, Perris, CA 92570-2200
TEL: (951) 943-5003 FAX: (951) 943-8379
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1084
Menifee Mayor and City Council November 20, 2024 Page 1930 of 2294 01006.0003/1031284.1
industrial building with no intended user in mind. Therefore, the Statement of Overriding Considerations needs to be updated to reflect accurately the reasoning for the Statement of Overriding Considerations in light of the impacts to greenhouse gas emissions that cannot be mitigated to less than significant levels with mitigations.
Pursuant to SB 330, local jurisdictions are prohibited from downzoning unless they upzone an equivalent amount elsewhere. Although technically no downzoning is proposed, the Project site is located in the Economic Development Corridor (EDC) Northern Gateway, where 5% of the land is intended to be preserved for residential development, while the remaining land is designated for industrial development ( Refer to Menifee’s General Plan Land Use Element Exhibit LU-B2B:
Northern Gateway below). As the zoning designation has no implementation program to monitor and ensure the loss of residential capacity does not drop below 5%, the EIR, would need to analyze and discuss how the City intends to preserve or monitor that 5% of the land use will be retained for future residential uses, particularly in light of the fact that the proposed Project will require the demolition of an existing single-family house and voidance of an approved residential subdivision approved on the project site. There are multi-projects in the pipeline within the EDC Northern Gateway area that will remove existing approved residential tract maps and single-family homes.
Without an implementation plan /monitoring program in place, the Project, in combination with other projects in the pipeline, would have the potential net effect of eliminating housing without providing for a provision in place to ensure that 5 percent of the land is preserved for future residential development as envisioned EDC Northern Gateway identified in Menifee’s General Plan. Therefore, the Project would effectively downzone the property.
Furthermore, the project would be in direct conflict with Menifee’s Good Neighbor Guidelines, as the site is immediately across existing residential properties to the north and west, as depicted on the graphic in yellow below. The homes, in principle, are not considered legal non-conforming residential, as the zoning is Economic Development Corridor (EDC) Northern Gateway, where 5 percent of the land is intended to be preserved for residential development.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1085
Menifee Mayor and City Council November 20, 2024 Page 1931 of 2294 01006.0003/1031284.1
On September 29, 2024, Governor Newsom signed Assembly Bill 98 which establishes mandatory minimum development standards and setbacks for certain warehouse and distribution center projects. Perris recognizes that this Project is not required to comply with AB 98 pursuant to its terms. However, Perris strongly encourages Menifee to separately include these new requirements as conditions of approval for the Project to mitigate the public health and safety issues that AB 98 is intended to address.
As you know, the cities of Perris and Menifee have commissioned a global traffic study to identify the traffic impacts associated with development within Perris and Menifee and to identify the necessary traffic infrastructure improvements to mitigate those impacts. Unfortunately, this traffic study will not be completed for another couple of months. Therefore, if you approve this Project tonight this Project will not be required to contribute toward the costs of any of the identified traffic infrastructure improvement despite its clear impacts related to traffic safety.
In conclusion, Perris respectfully requests that this Council either grant Perris’ appeal or continue its consideration of the appeals of this project for six (6) months to allow time for the Global Traffic Study to be complete so that this Project may participate in the costs of the identified traffic infrastructure improvements.
Respectfully,
Patricia Brenes
Planning Manager
Attachment: RK Engineering Appeal Responses – November 5, 2024 cc: Clara Miramontes, City Manager
Wendell Bugtai, Assistant City Manager
Robert Khuu, City Attorney
John Pourkazemi, City Engineer
Kenneth Phung, Director of Development Services
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1086
Menifee Mayor and City Council November 20, 2024 Page 1932 of 2294 Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1087
Menifee Mayor and City Council November 20, 2024 Page 1933 of 2294 November 5 , 2024
Ms. Patricia Bre ne s
City of Pe rris
135 North "D" Stree t
Pe rris, CA 92570
SUBJ ECT: CADO INDUSTRIAL WAREHO USE PROJ ECT –REVIEW O F THE NOVEMBER 6 , 2 0 2 4
CITY CO UNCIL AGENDA & APPEAL RESPO NSES (TRAFFIC-RELATED ITEMS) Dear Ms. Bre nes:
INTRO DUCTIO N
Pursuant to your re q ue st, RK Eng ine e ring Group Inc. (RK) is p le ase d to p rovid e this ad d itional review of the CADO Ind ustrial Ware house Proje ct, locate d within the City of Menife e .
The p roje ct is on the southwest corne r of the inte rsection of Kuffe l Road at Bye rs Road , just south of Ethanac Road in the City of Me nifee . The p roje ct consists of the construction of a ware house b uild ing totaling ap p roximate ly 700,037 sq uare fe e t (SF). This p roje ct is locate d within the Me nifee Economic De ve lop me nt Corrid or (MEDC).
O n Aug ust 14, 2024, the Planning Commission he ld a d uly notice d p ub lic he aring and vote d 3-1-1 (Commissione r Long voting no and Chair LaDue ab se nt) to ap p rove Tentative Parce l Map (TPM) No. 38139 (PLN22-0041) and Plot Plan (PP) No. PLN21-0370 – CADO Me nife e Ind ustrial Warehouse Proje ct along with the re lated e nvironme ntal analysis. O n Aug ust 20, 2024, the City rece ived an ap p lication from the Gold e n State Environme ntal Justice Alliance to ap p eal the Planning Commission d e cision. O n Aug ust 23, 2024, the City rece ived a se cond ap p lication from the City of Pe rris to app e al the Planning Commission d e cision.
City of Me nifee staff is re comme nd ing to up hold the Planning Commission’s ce rtification of an Environme ntal Imp act Re p ort and ap p roval of the p roje ct as p art of the City’s City Council he aring to b e he ld on Nove mb e r 6, 2024. An ag e nd a for this City Council he aring has b ee n p rovid e d to the City of Pe rris which contains re sp onses to the most re ce nt City of Pe rris Ap p e al Le tte r (d ated Aug ust 23, 2024).
RK has comp le ted an ad d itional re vie w of this Nove mb e r 6, 2024 City Council Ag e nd a & App e al Re sp onses and have the following comme nts:
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1088
Menifee Mayor and City Council November 20, 2024 Page 1934 of 2294 RK2 0 308 / / 0352 -2024 -03 2
CO MMENTS
1. A-1 7, A-18 , A-27 , A-3 6 & A-38 Re sp o nse s Re g ard ing O ffse t Inte rse ctio ns o f Barne tt Ro ad & Case Ro ad at Ethanac Ro ad . The City of Me nifee re sp onse states that “It should also be note d that the Proje ct would ad d only e astb ound and westb ound throug h traffic at the inte rse ction of Ethanac Road at Barne tt Road /Case Road ; the re fore, the p roje ct would not imp act or worse n the pote ntial issue of the northb ound /southb ound offse t b e twee n Barne tt Road and Case Road .” The conclusion that b e cause the p roje ct only ad d s throug h traffic to the se inte rse ctions me ans that the p roje ct will not imp act or worse n traffic op e rations is not corre ct. The ad d ition of any traffic (re g ard less of the move me nts) will like ly worse n traffic cond itions, esp e cially from the volume that the p roje ct is fore cast to gene rate .
In re g ard s to the p revious comme nts that have b e e n mad e ab out this p roje ct need ing to consid e r the forthcoming MEDC Glob al Stud y, se ve ral circulation alte rnatives are b e ing consid e red as p art of that stud y. Se ve ral of the se alternative s involve trucks utilizing Barne tt Road , as op p osed to sole ly Ethanac Road . This would re sult in truck turning move me nts at the se offse t inte rse ctions as op p osed to just e astb ound /we stb ound throug h traffic. Without consid e ring these circulation alte rnative s, the traffic stud y may b e und e restimating traffic op e rations at the se offse t inte rse ctions.
The City’s re sp onse also state s “q ue uing p rog ression and cong estion d oe s not automatically me an the re is a safe ty hazard . As such, for the re asons note d ab ove in this re sp onse , the re is no e vid e nce that those occurre nce s will cre ate safe ty hazard s in this case and the City of Pe rris has not p rovid ed any evid e nce to the contrary.” It is the re sp onsib ility of the traffic stud y to assess whe the r the se cong e stion issue s along Ethanac Road p re se nt any traffic safe ty conce rns and if the p roje ct will worse n the se cond itions. The traffic stud y d oe s not p rovid e any analysis to ve rify the se claims. The June 2023 sup p le mental analysis confirms the re are existing safe ty issue s at the se offse t inte rsections.
Lastly, the City of Me nifee states “A se p arate sig nalized inte rse ction typ ically has its own traffic sig nal cab ine t, which is locate d on a corne r of the inte rse ction to which the sig nal cab ine t is conne cte d to. The traffic sig nal cab ine t assig ns p hasing , sig nal timing , and cycle le ng th that d ire ct the ope ration of the ind ivid ual traffic sig nal. In the case of the inte rsection of Ethanac Road at Barne tt Road /Case Road , the re is only one traffic sig nal cab ine t locate d south of Ethanac Road b e twe e n the two offse t le gs of the inte rse ction. As such, while the northb ound and southb ound ap p roaches are offse t, the inte rse ction op e rate s as one sig nalize d inte rse ction that has conne cte d phasing , sig nal timing , and cycle le ng th. As a result, the inte rse ction of Barne tt Road /Case Road at Ethanac Road op e rates as one inte rsection and should b e analyzed as one for analysis p urp ose s. The comme nt sug g ests that the offse t nature of Barne tt Road and Case Road (the north/south road s at this inte rse ction) cause s a safe ty hazard and that the Proje ct will exace rb ate those issue s. It should b e note d that the Proje ct d oe s not take d ire ct acce ss from Barne tt Road and would ad d only e astb ound and westbound throug h traffic on Ethanac Road at the inte rsection of Ethanac Road at Barne tt Road /Case Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1089
Menifee Mayor and City Council November 20, 2024 Page 1935 of 2294 RK2 0 308 / / 0352 -2024 -03 3
Road . The re fore , the Proje ct would not d ire ctly imp act the turn p ocke ts at the inte rse ction and would not cre ate or exace rb ate turning hazard s d ue to ge ome tric d e sig n fe ature s.” This comme nt sug g e sts that the re would b e no op e rational d iffe re nce b e twe e n how these offset inte rse ctions ope rate now comp ared to how the y would op e rate as a truly alig ne d sing ular inte rse ction. As d e tailed in the June 2023 sup p le me ntal analysis of the se inte rsections, the re are curre ntly e xisting safe ty conce rns (i.e ., trucks sp illing out of turn p ocke ts and into the throug h lanes/inte rse ctions), causing p ote ntial turning conflicts and incre asing the chance s for ve hicular collisions. The se safe ty conce rns would imp rove d rastically if the se offset inte rse ctions we re to b e alig ned . As such, the p roje ct nee d s to analyze its affe ct on b oth inte rse ctions ind ivid ually and conclud e that the alig nme nt of b oth interse ctions would he lp mitig ate ce rtain safe ty conce rns. The p roje ct shall b e re q uired to contrib ute toward s this future alig nme nt.
2. A-2 8 Re sp o nse Re g ard ing Existing Traffic Vo lum e s. The City of Menife e re sp onse states that the “variance in existing volume s b e twee n the O ctob e r 2021 and Feb ruary 2023 at the three note d locations are within 10%. As such, the traffic counts in the Proje ct Traffic Stud y are consid e red re asonab le , as we ll as conse rvative in some locations as note d ab ove .” A 10% “variance” could re sult in an und e restimation of hund red s of ve hicles d e p e nd ing on the inte rse ction. The City of Pe rris re mains firm in the ir p osition that the traffic stud y should b e up d ate d utilizing ne w traffic volume s to e nsure the analysis is not und e rstate d .
3. A-32 Re sp onse Re g ard ing the Inte rse ctio n of Gre e n Valle y Parkw ay and Ethanac Ro ad .
The City of Me nife e re sp onse state s that the “stud y inte rse ctions in the Proje ct’s Traffic Stud y are b ase d on the Traffic Scop ing Ag re e me nt ap p rove d b y the City of Menife e . The inte rse ction of Gre e n Valle y Parkway and Ethanac Road was not p art of the ap p rove d list of stud y inte rse ctions as it is a future inte rsection that d oe s not p rovid e d ire ct acce ss to the Proje ct. It should also b e noted that the Proje ct would ad d only e astbound and westbound through traffic on Ethanac Road at the future inte rsection of Gre e n Valle y Parkway and Ethanac Road and would the re fore not d ire ctly imp act the Gree n Valle y Parkway ap p roach at the future inte rse ction.” As p re viously me ntione d , the City of Pe rris d id not have the op p ortunity to re view and p rovid e comme nts on the scop ing ag ree ment. This inte rse ction would have ce rtainly been includ e d if this scop e was p rovid e d to the City of Pe rris. This inte rse ction is a major inte rsection (i.e. inte rse ction of two classified road ways p e r the City of Pe rris Circulation Ele me nt). Also, the state me nt that b e cause the p roje ct will only ad d e astb ound and westb ound throug h traffic on Ethanac Road confirms the p roje ct will not d irectly imp act this inte rse ction is simp ly not corre ct.
Pe r Fig ure 8A of the Traffic Stud y, the p roje ct is fore cast to ad d 481 AM & 664 PM p e ak hour throug h volume s at this inte rse ction, which will d e g rad e traffic op e rations. Ap p rop riate analysis is ne ed ed to ve rify this claim.
4. A-3 4 & A-3 5 Re sp o nse s Re g ard ing Pe d e strian Tim ing s. The City of Me nifee re sp onse state s that the “walk and pe d e strian cle arance time is accounted for in the Vistro traffic mod e ling software b ased on stand ard HCM d e faults for walk time (4-7 se cond s) and p ed e strian crossing Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1090
Menifee Mayor and City Council November 20, 2024 Page 1936 of 2294 RK2 0 308 / / 0352 -2024 -03 4
sp e ed (3.5 fee t p e r se cond ).” As p re viously mentione d , the walk time s ne e d to b e b ase d on actual crosswalk le ng ths, not the le ng ths d e faulte d in Vistro. In many case s, the actual le ng ths far e xcee d the le ng ths Vistro assume s due to larg e med ians, extra d e p arture lane s, extra wid e lane s, b us stops, e tc., resulting in incre ase d pe d e strian timing s. As such, the LOS re sults could b e sig nificantly und e re stimate d b y using these lowe r pe d e strians timing s.
5. Ge ne ral (Ro ad w ay Se g m e nt Analysis). The source d road way cap acities (as p art of the traffic stud y’s road way se g ment LO S analysis) are e ntire ly b ase d on City of Me nife e ’s stand ard s.
Howeve r, many of the stud y are a road way se g me nts are locate d p artially or fully within the City of Pe rris. All City of Pe rris road way facilities ne ed to use the cap acities source d within the City of Pe rris Circulation Eleme nt. The p roje ct may ne ed to b e cond itioned to wid e n Ethanac Road to ultimate wid th pe r the City’s Ge ne ral Plan.
CO NCLUSIO NS
RK Eng ine e ring Group Inc. has comp le te d a re vie w of the Nove mb e r 6, 2024 City Council Ag e nd a & Ap p e al Re sp onse s. RK offe rs seve ral comme nts in re sp onse to the City of Me nife e ’s re sp onses from the City of Pe rris’s Aug ust 23, 2024 Ap p e al Le tter.
RK ap p re ciates this opp ortunity to work with the City of Pe rris on this p roje ct and if you have any q ue stions, p le ase contact us at 949-293-9639.
Since re ly,
RK ENGINEERING GRO UP, INC.
Justin Tucke r, P.E., T.E. Rob e rt Kahn, P.E., T.E.
Associate Princip al Found ing Princip al
Re g iste red Civil Eng inee r 92866 Re g iste re d Civil Eng ine e r 20285 Re g iste red Traffic Eng ine e r 3055 Re g iste red Traffic Eng ine e r 0555 XC: Ke nne th Phung , City of Pe rris
John Pourkaze mi, City of Pe rris
Brad Brop hy, City of Pe rris
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1091
Menifee Mayor and City Council November 20, 2024 Page 1937 of 2294 City Council Chambers
29844 Haun Road
Menifee, CA 92586
Jeff LaDue, Chair
Ben Diederich, Vice-Chair
Joe Long, Commissioner
Randy Madrid, Commissioner
Chris Thomas, Commissioner
AGENDA
City of Menifee
Planning Commission
Regular Meeting Agenda
Wednesday, August 14, 2024
6:00 PM Regular Meeting
Cheryl Kitzerow, Director
Rachel Valencia, Meeting Clerk
9.1 CADO Menifee Industrial Warehouse
RECOMMENDED ACTION
1. Adopt a Resolution certifying the Environmental Impact Report (State Clearinghouse No. 2022040622), adopt the Findings of Fact and Statement of Overriding Considerations, and adopt the Mitigation Monitoring and Reporting Program; and
2. Adopt a Resolution approving Tentative Parcel Map No. 38139 (PLN22-0041) and Plot Plan No. PLN21-0370 generally located north of Corsica Lane, south of Kuffel Road, east of Wheat Street, and west of Byers Road.
Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1092
Menifee Mayor and City Council November 20, 2024 Page 1938 of 2294
CITY OF MENIFEE
SUBJECT: CADO Menifee Industrial Warehouse
MEETING DATE: August 14, 2024
TO: Planning Commission
PREPARED BY: Ryan Fowler, Principal Planner
REVIEWED BY: Orlando Hernandez, Deputy Community Development Director
APPROVED BY: Cheryl Kitzerow, Community Development Director APPLICANT: CADO Menifee, LLC
--------------------------------------------------------------------------------------------------------
RECOMMENDED ACTION
1. Adopt a Resolution certifying the Environmental Impact Report (State Clearinghouse No. 2022040622), adopt the Findings of Fact and Statement of Overriding Considerations, and adopt the Mitigation Monitoring and Reporting Program; and
2. Adopt a Resolution approving Tentative Parcel Map No. 38139 (PLN22-0041) and Plot Plan No. PLN21-0370 generally located north of Corsica Lane, south of Kuffel Road, east of Wheat Street, and west of Byers Road.
PROJECT DESCRIPTION
Tentative Parcel Map (TPM) No. PLN 22-0041 proposes to consolidate eight parcels into one industrial parcel. The Project site is approximately 40.03 gross acres and 36.81 net acres.
Plot Plan (PP) No. PLN 21-0370 proposes a 700,037 square-foot warehouse/industrial building with 10,000 square feet of office space and 690,037 square feet of warehouse space on a 36.8 net acre (40.03 gross acre) site. There will be three points of access on Byers Road and two points of access on Wheat Street. Associated facilities and improvements of the Project include on-site landscaping, parking, regional Project access, and off-site improvements (roadway improvements, storm drain, utilities).
LOCATION
The Project is generally located west of Interstate 215 (I-215) and south of Ethanac Road, within the City of Menifee (City), County of Riverside, State of California. The Project is north of Corsica Item Title: 11.2
Appeal of the CADO Menifee Industrial Warehouse Project Item Page Number: 1093
Menifee Mayor and City Council November 20, 2024 Page 1939 of 2294 City of Menifee Planning Commission
CADO Menifee Industrial Warehouse
August 14, 2024