City Response with Attachments to Appeal Letter from City of Perris

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 b u t m a k e s n o s p e c i ﬁ c c l a i m s o n h o w t h e 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 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 s tudies. 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 F inal EIR Response to Comment G7, t he 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 discussi on 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 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 1,97 0 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 Ro ad 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. 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 o f 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 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 i s appropriate that t he 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 p r o v i d e d i n A t a c h m e n t B t o t h i s R e s p o n s e t o C o m m e n t m a t r i x . B a s e d o n c o m p a r i s o n o f t h e 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 SCAQMD truck mix recommenda�ons. Also, as noted in the Project T raﬃc 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 Gener a�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, a s 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 acce ss 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
• 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 R esponse to Comment matrix. As noted above, the lane geometry update to the SB approach of Intersec�on #11 wou ld 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. A s 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 eastbo und 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 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 t r a ﬃ c a t t h e i n t e r s e c � o n o f B a r n e t 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 B oulevard). 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 a t 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 improv ements 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 be noted that the Ethanac Road/I -215 interchange has been iden�ﬁed as a Western Riverside Council of Gove rnments (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 R e f e r t o R e s p o n s e A 1 2 r e g a r d i n g o ﬀ s i t e i m p r o v e m e n t s . R e f e r t o R e s p o n s e A 1 4 r e g a r d i n g t h e 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 SCAQM D’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 NO X 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 NO X 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 Project site 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-air- quality-management-plan/ﬁnal-2022-aqmp/07-ch4.pdf?sfvrsn=6 4 Southern California Association of Governments. https://scag.ca.gov/TDM 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 R oad and E vans R oad. These tw o r oadwa y segments sa�sfy the ﬁrst st ep, 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.

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.

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

ATTACHMENT B

RECENT TRAFFIC COUNT WORKSHEETS

FOR OVERLAPPING INTERSECTIONS
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
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 InOut Total
149 143 292
Right
38 Thru
353
Left
63 OutTotal In
936 454 1390
Left
85 Thru
102
Right
122
Out TotalIn
185 309 494
Left
9 Thru
725
Right
70 TotalOut 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
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
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 InOut Total
143 140 283
Right
37 Thru
331
Left
56 OutTotal In
894 424 1318
Left
82 Thru
97 Right
115
Out TotalIn
173 294 467
Left
9 Thru
691
Right
67 TotalOut 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
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
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 InOut Total
6 3 9
Right
1 Thru
12 Left
5 OutTotal In
22 18 40
Left
3 Thru
5 Right
6 Out TotalIn
10 14 24
Left
0 Thru
15 Right
3 TotalOut 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
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
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 InOut Total
0 0 0
Right
0 Thru
5 Left
1 OutTotal In
9 6 15
Left
0 Thru
0 Right
0 Out TotalIn
1 0 1
Left
0 Thru
9 Right
0 TotalOut 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
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
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 InOut Total
0 0 0
Right
0 Thru
5 Left
1 OutTotal In
11 6 17
Left
0 Thru
0 Right
1 Out TotalIn
1 1 2
Left
0 Thru
10 Right
0 TotalOut 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
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
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 InOut Total
120 140 260
Right
53 Thru
498
Left
177
OutTotal In
643 728 1371
Left
104
Thru
62 Right
152
Out TotalIn
395 318 713
Left
5 Thru
447
Right
127
TotalOut 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
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
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 InOut Total
118 140 258
Right
52 Thru
473
Left
171
OutTotal In
622 696 1318
Left
101
Thru
61 Right
147
Out TotalIn
386 309 695
Left
5 Thru
431
Right
124
TotalOut 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
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 InOut Total
1 0 1
Right
0 Thru
7 Left
5 OutTotal In
16 12 28
Left
2 Thru
1 Right
4 Out TotalIn
6 7 13
Left
0 Thru
12 Right
1 TotalOut 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
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 InOut Total
1 0 1
Right
1 Thru
17 Left
0 OutTotal In
0 18 18
Left
1 Thru
0 Right
0 Out TotalIn
2 1 3
Left
0 Thru
0 Right
2 TotalOut 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
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
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 InOut Total
0 0 0
Right
0 Thru
1 Left
1 OutTotal In
5 2 7
Left
0 Thru
0 Right
1 Out TotalIn
1 1 2
Left
0 Thru
4 Right
0 TotalOut 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
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
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
InOut Total
0 347 347
Right
0 Thru
565
Left
82 OutTotal In
806 647 1453
Left
0 Thru
0 Right
0 Out TotalIn
540 0 540
Left
0 Thru
700
Right
457
TotalOut 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
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
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 InOut Total
0 309 309
Right
0 Thru
536
Left
51 OutTotal In
757 587 1344
Left
0 Thru
0 Right
0 Out TotalIn
470 0 470
Left
0 Thru
659
Right
418
TotalOut 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
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
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 InOut Total
0 30 30
Right
0 Thru
16 Left
17 OutTotal In
38 33 71
Left
0 Thru
0 Right
0 Out TotalIn
44 0 44
Left
0 Thru
34 Right
27 TotalOut 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
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
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 InOut Total
0 5 5
Right
0 Thru
8 Left
11 OutTotal In
8 19 27
Left
0 Thru
0 Right
0 Out TotalIn
21 0 21
Left
0 Thru
5 Right
10 TotalOut 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
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
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 InOut Total
0 3 3
Right
0 Thru
5 Left
3 OutTotal In
3 8 11
Left
0 Thru
0 Right
0 Out TotalIn
5 0 5
Left
0 Thru
2 Right
2 TotalOut 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
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
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
InOut Total
0 506 506
Right
0 Thru
723
Left
89 OutTotal In
783 812 1595
Left
0 Thru
0 Right
0 Out TotalIn
446 0 446
Left
0 Thru
633
Right
354
TotalOut 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
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
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
InOut Total
0 487 487
Right
0 Thru
703
Left
89 OutTotal In
760 792 1552
Left
0 Thru
0 Right
0 Out TotalIn
437 0 437
Left
0 Thru
615
Right
345
TotalOut 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
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 InOut Total
0 12 12
Right
0 Thru
11 Left
0 OutTotal In
20 11 31
Left
0 Thru
0 Right
0 Out TotalIn
5 0 5
Left
0 Thru
16 Right
5 TotalOut 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
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 InOut Total
0 4 4
Right
0 Thru
8 Left
0 OutTotal In
2 8 10
Left
0 Thru
0 Right
0 Out TotalIn
0 0 0
Left
0 Thru
2 Right
0 TotalOut 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
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 InOut Total
0 3 3
Right
0 Thru
1 Left
0 OutTotal In
1 1 2
Left
0 Thru
0 Right
0 Out TotalIn
4 0 4
Left
0 Thru
0 Right
4 TotalOut 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
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
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 InOut Total
360 0 360
Right
146
Thru
405
Left
0 OutTotal In
717 551 1268
Left
252
Thru
0 Right
125
Out TotalIn
0 377 377
Left
214
Thru
592
Right
0 TotalOut 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
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
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 InOut Total
318 0 318
Right
125
Thru
366
Left
0 OutTotal In
683 491 1174
Left
235
Thru
0 Right
116
Out TotalIn
0 351 351
Left
193
Thru
567
Right
0 TotalOut 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
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 InOut Total
25 0 25
Right
12 Thru
24 Left
0 OutTotal In
22 36 58
Left
6 Thru
0 Right
4 Out TotalIn
0 10 10
Left
13 Thru
18 Right
0 TotalOut 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
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 InOut Total
6 0 6
Right
2 Thru
11 Left
0 OutTotal In
9 13 22
Left
6 Thru
0 Right
4 Out TotalIn
0 10 10
Left
4 Thru
5 Right
0 TotalOut 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
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 InOut Total
11 0 11
Right
7 Thru
4 Left
0 OutTotal In
3 11 14
Left
5 Thru
0 Right
1 Out TotalIn
0 6 6
Left
4 Thru
2 Right
0 TotalOut 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
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
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 InOut Total
386 0 386
Right
138
Thru
398
Left
0 OutTotal In
738 536 1274
Left
382
Thru
2 Right
191
Out TotalIn
0 575 575
Left
246
Thru
547
Right
0 TotalOut 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
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
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 InOut Total
366 0 366
Right
126
Thru
393
Left
0 OutTotal In
705 519 1224
Left
367
Thru
2 Right
179
Out TotalIn
0 548 548
Left
238
Thru
526
Right
0 TotalOut 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
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 InOut Total
10 0 10
Right
6 Thru
4 Left
0 OutTotal In
21 10 31
Left
6 Thru
0 Right
8 Out TotalIn
0 14 14
Left
4 Thru
13 Right
0 TotalOut 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
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 InOut Total
7 0 7
Right
5 Thru
1 Left
0 OutTotal In
9 6 15
Left
8 Thru
0 Right
3 Out TotalIn
0 11 11
Left
2 Thru
6 Right
0 TotalOut 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
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 InOut Total
3 0 3
Right
1 Thru
0 Left
0 OutTotal In
3 1 4
Left
1 Thru
0 Right
1 Out TotalIn
0 2 2
Left
2 Thru
2 Right
0 TotalOut 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

ATTACHMENT C

INTERSECTION ANALYSIS WORKSHEETS -
INTERSECTION #11 WITH

CURRENT LANE GEOMETRY
Option 2: Copy of Murrieta Rd at Ethanac Rd
DDEFFEDEFLane Group LOS

38.9838.7860.94187.68184.9167.9351.8663.03148.86d, Delay for Lane Group [s/veh]

0.750.750.851.291.280.310.200.801.21X, volume / capacity 71773121451052619137156594c, Capacity [veh/h]
186319001810184119001810161518381694s, saturation flow rate [veh/h] 3333Arrival type
190019001900190019001900190019001900so, Base Saturation Flow per Lane [pc/h/ln]

0.290.290.100.360.360.000.020.070.42(v / s)_i Volume / Saturation Flow Rate

0.380.380.120.280.280.010.080.080.35g / C, Green / Cycle Lane Group Calculations
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall

0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014007001700210Pedestrian Clearance [s]
050050030050Walk [s]
046120451102800350Split [s]

0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]

0.04.73.00.04.73.00.04.30.00.04.30.0Amber [s]
030300303003000300Maximum Green [s]
0107010701000100Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
047083020060Signal Group
PermissPermissProtectePermissPermissProtecteSplitSplitSplitSplitSplitSplitControl Type

0.00Lost time [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
Pattern 1Active Pattern
120Cycle Length [s]
Intersection Settings
60102418211912146284085451108160Total Analysis Volume [veh/h] 4835778516656934671629097Base Volume Input [veh/h]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Ethanac RdEthanac RdMurrieta RdMurrieta RdName
HCM 6th EditionAnalysis Method
SignalizedControl Type
Murrieta Rd at Ethanac RdIntersection
11Number
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY CP WP AM
CADO Warehouse Project
Version 2023 (SP 0-7)
Generated with

0.950Intersection V/C
FIntersection LOS
120.31d_I, Intersection Delay [s/veh]
DFEFApproach LOS

42.05185.7460.98148.86d_A, Approach Delay [s/veh]
NoNoNoYesNoNoNoNoNoNoNoNoCritical Movement
DDEFFEDEEFFFMovement LOS

38.9838.8760.94187.68186.1467.9351.8663.0363.03148.86148.86148.86d_M, Delay for Movement [s/veh] Movement, Approach, & Intersection Results
504.57510.97241.041280.141301.1510.0635.79180.361249.9395th-Percentile Queue Length [ft/ln]

20.1820.449.6451.2152.050.401.437.2150.0095th-Percentile Queue Length [veh/ln] 350.96356.20142.99869.55887.195.5919.88100.20866.0850th-Percentile Queue Length [ft/ln]

14.0414.255.7234.7835.490.220.804.0134.6450th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoYesYesCritical Lane Group
DDEFFEDEFLane Group LOS
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY CP WP AM
CADO Warehouse Project
Version 2023 (SP 0-7)
Generated with
Option 2: Copy of Murrieta Rd at Ethanac Rd
DDDFFEDEFLane Group LOS

45.0543.7647.681441.131414.8267.9449.8862.02150.24d, Delay for Lane Group [s/veh]

0.870.850.944.054.000.310.170.831.20X, volume / capacity 76577758017818819162187531c, Capacity [veh/h]
187019001810180119001810161518651708s, saturation flow rate [veh/h] 3333Arrival type
190019001900190019001900190019001900so, Base Saturation Flow per Lane [pc/h/ln]

0.350.350.300.400.400.000.020.080.37(v / s)_i Volume / Saturation Flow Rate

0.410.410.320.100.100.010.100.100.31g / C, Green / Cycle Lane Group Calculations
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall

0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014007001700210Pedestrian Clearance [s]
050050030050Walk [s]
049240361102800320Split [s]

0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]

0.00Lost time [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
Pattern 1Active Pattern
120Cycle Length [s]
Intersection Settings
6112655452241250627965935190199Total Analysis Volume [veh/h] 42484212108402613754514376106Base Volume Input [veh/h]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Ethanac RdEthanac RdMurrieta RdMurrieta RdName
HCM 6th EditionAnalysis Method
SignalizedControl Type
Murrieta Rd at Ethanac RdIntersection
11Number
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY CP WP PM
CADO Warehouse Project
Version 2023 (SP 0-7)
Generated with

1.160Intersection V/C
FIntersection LOS
550.41d_I, Intersection Delay [s/veh]
DFEFApproach LOS

45.361422.2160.22150.24d_A, Approach Delay [s/veh]
NoNoNoYesNoNoNoNoNoNoNoNoCritical Movement
DDDFFEDEEFFFMovement LOS

45.0544.3747.681441.131425.3167.9449.8862.0262.02150.24150.24150.24d_M, Delay for Movement [s/veh] Movement, Approach, & Intersection Results
653.53645.67563.852779.432873.2010.0633.63214.531123.8695th-Percentile Queue Length [ft/ln]

26.1425.8322.55111.18114.930.401.358.5844.9595th-Percentile Queue Length [veh/ln] 474.84468.23399.881847.281913.975.5918.68123.43775.7550th-Percentile Queue Length [ft/ln]

18.9918.7316.0073.8976.560.220.754.9431.0350th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoYesYesCritical Lane Group
DDDFFEDEFLane Group LOS
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY CP WP PM
CADO Warehouse Project
Version 2023 (SP 0-7)
Generated with

Menifee City CouncilNovember 20, 2024

Menifee City Council
November 20, 2024